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w - CONTRACTOR R SHALL BE 4E51PON5113LE FOR LOGATING\�CL / 0PO D 8'-TO L.F.`O Q
EXISTING UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION. \ \ STRUCTURES
TH MAY BE EX\�S/TING UTILITI THAT ARE N\OIT/SHOVAI. EL .- DAM DRAINAGE EASEMENT R OGA D D I H \
- EXISTING TOPOGRAPHIC INFORM ION BY OTHE�.S. / EL V•: 2q• FOR DIT6J RELOGAl_1�N
/ (OYER FLO DITCH FOR SPR 4Y EG ) \ W
- EXISTING UTILITIES SHOWN ALONG MILITARY CUTOFF ROAD \ STRUGT TYPE TOP INVENT INVERT 5TRUCT TYPE TOP INVERT INVERT REV., 8-16-02
0 � IN OUT M
IN OUT
� TAKEN FR(.�NJ MAPS BY Q}l-1ER5. � � � N.C. GRID NORTH REV.. 9-19-02,EROSION C.OMNENTS\ NORMAL PO DELEV.:
LE .: 21. �� I B \ � LIB ❑I DI 30.00 - 26.88 GI 31.00 28 00 28.00 IQ DWQ COMMENTS - 11-6-02
DITGH
� � � � BOTTOM-OF\ POND ELE� 21.00 � \ \\ R• 3p � ❑2 GI 30.20 - 21.20 47 DI 33.00 30.00 REVISE WATERLINE IN ROADS
} ` 3 GI 50.:2 DBLE. 10-15-IN MV
7o L. . - Is^
p�V, ❑ DI 30.20 2-f.20(40) 27.00 REVISE PER MLMINGTONS COMMENTS
�,�,y RCP o285K 2� \\ o,� 26.'!0 (I)(2) 26.60 4®
D GE EA NT .� 3 BOTrom OF NEW ® cl 2q.T0 26.42 (5) 26.20 - - - 27.51 (5q) - 12-9-03 MV
*,�/,l-E DITGH ELEV., 27.00 FOR ITCH RELOCATION ry � \ I P,S, (TYPICAL) � � � DRAINAGE EASEMENT � � I
50 LF / 9 \ L77 85 L.F. - 15" FOR DITCH RELOCATIO 3 n m 3' - - - 26.7G' (5) - 52 MH 32.70 26.75(4U 26.70 REV•:2-3-04 NCDENR COMMENTS
/ / ❑ GI 30.20 - 27.00 - - - 2a.00(42)(43)
��67EIAD��FILTER / E � Y SPILLWAY �1, RCP O 025AS 2 �� \ REV.:6-14-04. DITCH LOCATION
--�_ TO BE HEAVILY GRA55ED. ELEV., 203 pQ / w 4j2 ' 3 ,� \ © GI 30.20 - 2-1.00 DI _
DF �/ 33d Ste' ❑ GI 3o.20 26.15 (4) 26.10 ® DI 55.00 - 2a.50
/ 30 L.F. - , ❑
F OW 5PREADE G S T O 30 / RGP o �j'Z \ S"o.10% - - - 26.70 54 GI 32.00 26.42 (44) 26.35
MECHANISM a PIPE s OAS,, Q (8 ��
cj Q o4S 15 1 E 8 kD # G }. .. / fop I21TGH GROSS-SECTION ® DI 30.50 25.00 (7) 24.a0 - - - 28.50 (45) -
�• \ N.T.S.
MAYFAIRE PARK Y TO 13 N5TRUGTED =20• 3 TG \ - - - 21.00 (8),(a) - sa D1 55.00 - 2a.50
�� Rip Y / RETAININ YELL `� ss,
- TO TOWN . THEREFORE, NO g (V
MP ARY TUR OUND 15 E 5 Y. G- Z5 �/ qFF RCP O 1.435$ c' \ / / Gq ��\ ® DI 32.00 - 28.50 DI 31.00 25A4 (38) 25.00
<o-go ? / \ l0 DI 52.00 - 28.50
EXIST.DITO \
30.80 TG
TG 330 � ? / P. � i I I GI 30.70 24.52 (10) 24.40 � FE5 24.60
�° O 4.0'x 4.0 $ TG W 322 c'• " - - - 25.88 (I I) - 41 GI
N 05 Qq GONG �oc� ❑ 3o.ao - 28.00
q6 ,� RE I2 G1 30.0
'RISER' ''' F 13 GI 30.40 24.11 (12) 24.05 ® GI 3�O 2�-Q0 28 50
(,N= 36 L.F. - 15 - \5 m
IIZ• /' RCP O,Q.28RS PRECAST 4' DI 0 \ MA IN
TENA GE ' Ta. \�� o\\�� I �
1� W/55UBMER5IB m .. BLD�7. 35° row ;zGP y / _ _ �- - - - 26.83 (I"1) - ® GI 31.-70 26.80 (36) 26.50
GE ,�y
G 3 40y L.F. - 2411 564 GARDEN TG A".
O.60RS DRIVE 3130 Flo I 3330 3330 / �I - - - 25.50 (13) - - - - 28.00 (31) -
'3O �.F, , 2 � pS� � i 14 D I 32.00 25.75 D I 55.00 - 50.00• R�.• 220 L.F. - I 4" � 3i a`o+RGP o .2 ' 15 DI 32.00 - 25.50 ® FES - 30.00 -
'� 0.46A5 O G
�� AZT 3230 4. 16 DI 51.50 - 25.50 31 MH 52.50 2q.50(22)(25) 201.40
r 150 L.F. - 18"'RGP 0 0.68% TG / -
Ni bTA'� \ ••O c'('. TG 32.10 I q � ,� / fit`''. / I� DI 52.00 25.50 31 GI 30.70 27."10 2'7.50
,,_ :. /F P F 33•�... T /r �0'' \ 18 DI 3lAo 28.10(14)(16)06 28.00 ss DI 32.00 - 2a.00
�-, F ... •• ��� iV �\w 3r� I \� I6 UNITS �. / \` �� la GI 2q•5�•0 23.02 (15) 22.78 MH 31.60 7 Z
•• kJ
� / v/'� ❑ ® 2 .13 (25) 2 1.00 7 V f
L. \ 24. \ -
"� - - 2s.ao (Ia) - - - - 28.00 (26) - I N
, m0 30 "� O �\ +�IBO••. 3230 �` 5 4 - � - - - 25.02 (53) - 35 GI 51.00 26.11 26.00 Z_
�( 3330 /ol
`J 'v I6 UNITS 3/ / s`� ® FES - 23.00 - GI 2a.75 25.86 (28) 25.50
DI 31.00 - 27.50 - - - 25.5a (21) - t
ry)ry : N s2ao (oAbK" 19" �'/ 6 � � 22 DI 50.00 - 27.00 2� GI 2a.80 - 26.80
36 LY o
fly oRA1w�eARfA RGP / L '�� < 23 MH 31.00 26.5 26.40 27 GI 2a.80 26.70 26.60 Q LL
\ 0 I.38% / G (4e)l4aJ lst) ❑ v
�/ 24 DI 2q•gp 26.0('so)cam) 25.50 36 FE5 - - 25.26 Q z
680q MAYFAIRE \ ' ) d ❑ Z
qj G1-UB'DR1VE % _ _ tl-
25 DI 31.00 27.50 37 DI 2q.50 26.50 � m
25 �A DI 51.00 - 27.50 3 DI 50.00 - 27.00
FES - - 22.50 a MH 50.00 26.28 (30) 26.20
• � .� � •. ��• O�8q6 °'�,`��..... 2ap �� ;��^, - - - 26.50 (3U - W �dJ
\ 561•GARDEN,TERI7AGE L.F, V - - L�L
• • •'DRIVE •' 0"PGP 24"RCp dJ \ �,'r ® FE5 26.00 Z
(� C
• -" O 2 ` h'OP BRIG-32 L•. ^ o� Z \ ® RISER - W 26.00
PRAW4E AREA--� \ �• 'u \ ••
ur,,,y I6 UNITS +3230 +3330 C C / 3330y Jl\ � FES - - 25.50 J.0 z
SrAM
\ stNm Vi 32 +3 .. ... . . .. •.1 •.I . •25• R lT o > \� ® - (TOP BRIGG) 25.40
3�1 O 4 d � M O „nc \ RISER
COURT''• �� `9' \ 61 FES - 28.50 25.00 7d-
•' TLt
< 2
27.00
/\ o Y BI 32 NAM � \ � FE5 23.00
10 `Zs, \ 11�
p 6® GI 27.75 - 25.00 tf)
36 t_�•Ip 1a"% \ °RAMMA`MA TG 16 UNITS + �o
RGp O 2 3240 fn 0 O GI 27.75 24.85 24.80
636 VILLAGE 32 s26o+ 'p OS LP O \ FE5 -
PARK DRIVE ` c 24.60
33 \ ,<Y \ 6? RISER 25.00
/�a
5 ; +33.30 33.30+ \ }� ; "Y 33 FES - - 24.80
g +33.30
Ijj (�• 3330 NOTE:
I6 UNITS I I `� \ AL ROOF DRAINAGE SHALL BE DIRECTED INTO EITHER THE
um" .. ... . : 'l� II. RKINCG LOT, STREET OR OTHER APPROVED DRAINAGE FEATURE
16 UNITS 3210 rG+ . . ' .' ' •• SUCH THATIT WILL BE COLLECTED AND SENT TO THE 5TORMWATER
ry SWIG • ' •• UNITS I DESIGNED FOR THAT DRAINAGE AREA.
.31 ()'1 I I +33.30 3330 ; STARS 16 I \
J r NOTE:
r '�ONTR,e.CToR SHALL USE GLASS IV RCP STORM
�� 6813 MAYFAFRE I 'b� `� // 9 PIPE ON STORM LINES 3, 20, 55, 36 d 58.
i1 ; GLOB DRIVE _ 24.a TG \
TG \
• / N o � +32.40
TG
33 i0
4 TG 3� � m �32,° L`9� 4 - 24" 0 20R5 -�A 31.T0
♦ 0 L 6 5L.F. 15" RC o L-4396 (n 24 4 m 3 \
m cn z
oRAwee ARrEA-•�. � � � 33.1 TL* rc
cu \
/ / TG 3 w 33
3? .• 31 `ofwevee AdiFA m
.MAYFAIRE •• � T� f
ur�Te �
GL VE �/ 33.3o y I m
+33 • ,
. . .. . . .. .... . u
GLU LWAY
H EMERGENCY SPIL ~� U
24 / O TO
° I NmN N ELEV., 2qD ►�+
/� O \ N FOREBAY z ►�•+�3 6818 MAYFAIRE �/ x,�
L25 /ice CLUB DRIVE MAIL (3`Alp 550 R GR�RTAND
hfAl / I \
/ 6525 MAYFAIRE CLUB $S
\~ m DRIVE �•. o O.b � Q 0
. , +3330 •,+ .66 m 12 / m
�G-vv 33 _( /.�� m 16 UNITS 333° _ 3330 \ E • O r , Q eq
m w 32 f TG : / 10, POND MAINTENAf ACGE55 32 _ IlIt O v 0w0.
G / O \\32-30• . . a vu Qavis 3I tA1
28 \ N / TG I s LA ZONE PE
`J C
GOYERED 2 �2 3�° �.1 F. �4.0o R1FA ° W Z
.. .... .. ...... .. .
555 Gi2ANDE MANOR 1 z
SHELTER 31.7°. . ..... . .C.oURI W W
U F
I•P•5• •• �j 4'PVG FORGE MAIN I
(TYPICAL) L21 30 / 1.17 TIES INTO C.I.*`w k> 3O 3330+ ET DETENTION POND # 2 41.E
'• � F. 3 O ET - �� F4 OE
.,
3"F £MAIN TO INFILTRATION AREA
30 - U �' cn as
9
O +31.80 3120+ 32 W O
VEGETATIVE FIL F10W SPREADER-- -277 L.F. - 30"
�p / +31.00 3180' 25 IEGHANISM + 1 \ RGP O 0.1496
23.85 f- -NORMAL POOL ELEV.: 25.50 H z r•r SG�ASvT 4 I - MANHOLE 1_E / :EH E,I•P• 505015' "W E.I.P. 505°1611b"N E.I.P. c,�°�13cf11 o \ E.I.P.
BOTTOM OF POND ELEV.: 21.00 a U
�j 15.2' U) INV.:
1--i O
I�y \ 1 LANDSCAPE rl
26 / 1 1 MER5IBLE MPUMPS LE ZONE
� TENNIS S GOURTS / 5.0'x 5.0'
HOLDING 4'PVG TEN �� PRECAST / W
FORGE MAIN Q 604 TOWN CENTER DRIVE N N \ � 4" PVC CONCRETE
} `POND # +a3.s3 - /
- \ / 5 PIPE RISER _ O
(Nor USED FOR RATER QUALITY OS IO N 365 LF E IGNER'S GERTIFIGATION •
PO *�2WFORR TREATED TO WET rION n l / /
VEGETATIVE FILTER
/ "I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE n�1 z
WITH THE LATEST WILMINGTON STANDARDS AND SPECIFICATIONS FOR 5TORMWATER / V
4" PIPE �C�BE HEAVILY GRED. MANAGEMENT AND CHAPTER 20 OF THE GODE OF ORDINANCES OF THE CITY •
�J�.} {}'-'-�''"��-'•� O El-: 24.00 / OF WILMINGTON."
22.15
3 2
+ 3,�+ \ 56NAruRE. LITTORAL SHELF HERBACEOUS GROUND COVER WITHIN
' �•' '' '3p 3I 2a O\ \ / PRINTED NAME AND TITLE: /
(3. A RED,I NGULD ,S ARE N R/W) �, N) ` / DATE: REGISTRATION NUMBER: 10' VEGETATED SHELF (6:1 SLOPE).
V/ I' _ 27 + u c (5EE 5HT. 15 FOR PLANT LIST) 'z
ii
x 10 - 024 GRE PARCEL I.OWNED
` a
2h 2 BELL T 2 e+ BY T TOWN CENTER�WNERs �� NOW OR FORMERLY IO2
I ESM' 25W AS IATION. N �/\ x
L� r _ PI GAL) N / UNITED GEREBRAL PALSY /
BOOK 1559 PAGE 1426 / SUN 400 GRADING & DRAINAGE
BOOK 2556 PAGE 0212 DWQ PLAN
_ (DAYCARE/SCHOOL) GRAPHIC � ��
EMERGENCY 9 d PROP05EP DITCH REL ATIO,Pt� N jLA+ F *-
�I/ SPILLWAY I-° O T C J _ TAKEN FROM PLANS BY TIA 0� S C ALE
265 SCALE: = I
EXTEND L A RGP 50 0 25 SO 100 200
PROPOSED DITCH RELOCATION � W / O. AGR INCI-ODES 1 N d INSTALL HEADWALL OWNER'S/DEVELOPERl� ERTIFIGATION � 11 �O
I TAKEN FROM PLANS BY OTHERS = •• . ' _ l / /
ARE IN R/,lam I (BY OTHERS) "I/WE HEREBY CERT�AL
T T ANY CLEARING,GRADING,CONSTRUCTION OR
�- PROP. R/W LINE V _ dJ �- DEVELOPMENT,OR OF THE5E,WILL BE DONE PURSUANT TO TH15 PLAN DATE:�/3O/2OQI
AND THAT THE APPABLE 5TORMWATER MANAGEMENT CONDITIONS AND
25 26 REQUIREMENTS O CITY OF WILMIN6TON,THE STATE OF NORTH GAROLtNA ( IN FEET
AND THE FEDERAL GOVERNMENT AND ITS AGENCIES ARE HEREBY MADE PART `
�APFROX.LOGAON OF APPRpX LOCATION� �/ J. ° OF THIS FLAK
OFF EEXCJ&AS LINE r l- -� / 24 25 24 516NATUIE: i inch = 50 ft - - _ _ PROJECT: (60-02
Z f Ex. GAS LINE 26 - - - . - DRAWN BY: M Y
was ' 5 _ - GAS
P TED NAME AND TITLE:
STONE 150.73 5 E.I. DATE:
IKT IKT T- - I�/ Ex.INV.:zo. SHEET 0�
R ____ -

- OOONNTRAG OT R SHALL BE 45PON51 BLE FOR LOCATIN& ALL F- 1'�O I- O 15E L/ b 4O L.F.\'/O F ' r•I J STRUCTURES RAY I S I Olds
EXISTING UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION. /
TH MAY BE EX STING UTILITI THAT ARE NOT SHOWN. TO OF DAM DRAINAGE EASEMENT OGA D D I H \
\h/ �/ \�/
- EXISTING TOPOGRAPHIC INFORMf TION BY OTNER5. // E ' 2q FOR DIT6�1 RELOGATISfN FLOW DITCH FOR 5 5PRAY �' �' �' 5TRUGT TYPE TOP INVMT INVERT 5TR CIT TYPE TOP INVERT INVERT REV.- 6-I6-02
OUT
- EXISTING UTILITIE5 SHOWN ALONG MILITARY CUTOFF ROAD \ \ M
/ TAKEN FR�1 MAPS BY HERS. O rIC• GRID NORfH I DI 30.00 IN 2688 46 GI 31.00 (4,°) 25.00
REV.. q-1"2,EROSION GONR•ENT5
fiRAISS-HIKED ❑ ❑ 28.00Q
DWO COMMENTS - 11-8-02
� - NORMAL PP ELEV.: 2r.�'.00 � ��� � ❑2 GI 30.20 - 2-1.20 47 DI 55.00 - 50.00 REVISE WATERLINE IN ROADS
�\ BOTTOM-OF POND ELEV.: 21.00 \ �-�- 10-15-03 MV
W \ g \j/ �/ �/ �/ I 3 GI 2q.70 26.70 (1),(2) 26.60 4 DBLE. 50.20 2-T.2o(40) 2-1.00
7 p�v ❑ ® DI REVISE PER NALMINGTONS COMMENTS
70
028AS ! > ® GI 2q.70 26.42 (3) 26.20 - - - 21.51 (34) - 12-9-03 MV
D GE EA NT / Iy ` PIG�L) BOTTOM OF 27. 3 n _ _ _ _ ❑ REV.:2-3-04, NCDENR COMMENTS
RSA � ,I J -�/- DITCH ELEV.. 27.00 I I 26.70 (5) 52 MH 32.70 26.75(41) 26.70
FOR DITCH RELOCATION I.P•5 �� DRAINAGE EASEMENT
�9 \ L77 85 L.F. - 15" FOR DITCH RELOCATIO 0 GI 30.20 - 27.00 - - - 2q.00(42)(43) -
REV.:8-14-04, DITCH LOCATION
-550 LF` �1 \\II// / RGP 0 025R5 / 2 3,y ✓- © GI 50.20 - 2•T.00 ® DI 55.00 - 2q.50
�I/ GEIAIW FILTER EMER6pNGY SPILLWAY
-�_ TO BE HEAVILY GRASSED. ELEV.. 285 pQ ?j 11 / \\
.30 5A' ❑ G I 30.20 26.15 (4) 26.10 5I 21
RGP m. . 15� ��� + - - - - 33.00 2q.50
� � � \ � s•o.1a�s 26.70 (5),(6) � GI 32.00 26.42 (44) 26.35
i
/ F ow SPREADS G T O W 30 O �8� / <°p• �� DITCH CROSS-SECTION D1 50.50 25.00 (-1) 24AO - - - 26.50 (45) -
MEGHANISM 11 PIPE O/`(D $ N.TS. _ _ - 2-7.00 (8) -v - s3 DI 55.00 - 2q.50
O ° 815E e # \
o R.ETAININ Y�ALL `V TG ss� S. ❑
MAYFAIRE PARK Y TO BE NSTRUCTED -20. R/p r (� �, \ ❑ -
� TO TOWN . THEREFORE, NO sgFF � 35 L.F. - I5' o � '' � � .y �� � q DI 32.00 - 28.50 4 DI 31.00 25.g4 (38) 25.00
G- �� GF RCP o 1.45% / �J / IO DI 32.00 2850 25.25 (46)
/ 'Emp\(N'�Ryf 7UR OUN15"ESSPY. �5 �° / - -
�� 21 TG �'i 6 15" �� I I GI 3010 24 52 (10) 24.40 FES 24.60
•ao
EXIST. \ J� TG e�° + 330 T P 83 x - - - 25.88 (I I) - 4I GI 30.g0 - 28.00
+ 90 00
° a, �u � � 4.0'X 4.0 TOBo C� M c� 12 GI 50.00 - 2-1.00 4❑2 GI 30.g0 2 7,g0 2 T.80
tJ 05 0 q61 „ " GONGRE GI 50.40 24.11 (12) 24.05 ®3 GI 31.70 - 28.50
/ N:111. o 8 • ...... ....RISER. .... 0 MAINTENA GE ''c� ' 'T� \-5\9•o\�l� ti - - - -
p G=112 PRECAST 4' 0 BLD&. '' 3150 1-ab y / 26.83 (17) ® GI 31.70 26.80 (36) 26.50
,po / / 25.50 (13) 28.00 (37)
_ m 564 GARDEN TE E 3/ O�`" I 3330 - - - - - - - -
40 L.F. -24,1 TG 3J3O \ 14 DI 52.00 - 25.15 DI 55.00 - 50.00 ul
G �O ! l/P 0 0.60/O L1�IVE 31.30 / + \ /
\p\N�\'.• 30 220 L. , - Ip F. -24" �� ��* IS DI 32.00 - 28.50 ® FES - 30.00
IKC;' �G P 0' ' O2 A'yVk ' a. Ib DI 3I.50 - 25.50 31 MH 52.50 2q.50(22)(25) 2q.40 N
° /
ro 130 L.F. - 18°'RCP O 0.685lS'. 32Go I / 17 DI 52.00 25.50 32 GI
Y \ 30.70 27.70
� � /
fQ O 3Tio 61 . \ / 18 DI 51.010 28.I0(14)(15)(16 28.00 33 DI 52.00
I6-UNITS �� / \����� Iq GI 2q.50 23.02 (18) 22.78 ® MH 31.60 27.13 (25) 27.00 Z ►QF 0t'J
3 eo 24.� 28.00 (26)
s. a �-� �� - - - 25.02 (53) - 35 GI 51.00 26.11 26.00 Z
•J 3330 \3 , �S ® FES 23.00 2® GI 2q.75 25.86 (28) 25.50 ~Z
N m� 01 51.00 - 2-1.50 - - - 25.5q (21) - X
ul 6 / � ?A 22 DI 30.00 - 27.00 2❑ GI 2q.80 - 2 5.80 p� l
s*2To <o 5.15 GL 23 MH 31.00 14e)l4`U(57) 26.40 2� GI 2q.80 26.70 26.60 T
0 AMA RGP �^p� l ❑ 26.5 ❑ Q � 2
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`3/ 680q MAYFAIRE \ � / / �j 31.00 - 27.50 37 DI 2q.50 - 26.50 m
• � •_ � .�� O �' �� �/ �`� �G � DI 31.00 - 27.50 3® Pi 30.00 - 27.00
\ I6 !)NITS TG /, 32 / e S/d 5 f FES - - 22.50 a MH 30.00 26.28 (30) 2620
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'6 32 32 eo F:F:•- :O O. .as C6RAND.. . R oAa AO> 28.50 EL
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PARK DRIVE 2820
iy ®8 FE5 24.80
333G+ \ 8 +3330 NOTE:
ALL ROOF♦33.30
O 1 v \ ARKINC LOT,ASTREET SOR OTHER APPROVDED DRAINA6ET FEATURE,
I I INTO EITHER,
16 UNITS a,�,' 13. ••• • ./••• �Y (l. . . .. .. . �, SUCH THAT IT WILL BE COLLECTED AND SENT TO THE 5TORMWATER
fi'� : O 3210 TG+ , ,; O GILITY DESIGNED FOR THAT DRAINAGE AREA.
?, 16 UNITS I6 UNITS
ry ' I flING *33.30 3330+ 9TAR1 � .
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31 31 0 CONTRACTOR SHALL USE IV R6P
PIPE ON STORM LIKES ,
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NORMAL POOL ELEV- 25.50 l F�+�1 (n - �t.l
E.I•P BOTTOM OF POND ELEV.: 21.00 hl�l
9 v 70AST 4' Dt� MANHOLE : ; E.I.P 505°151 IIW E,I P. E,I.P. I� O
1�1 SUBMER5IBL� PUMPS / y r 505°1611 b"N s�° alp -_ I0 \ 1 U
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26.00 / PREG T 4' DIA. MANHOLE LAND ZONE
/ (N W/ MER5IBLE PUMPS `- / ~� i•�i
�/ �/ l / 5.0'x 5.0' / W
TENNIS COURTS
HOLD I N& 4°PVG 604 TOWN CENTER DRIVE (N fV� \ 4P'PIPE G CONCRETE
/ FOR,Cf MAIN Q - +2353 RISER
`IPOND #� - O
NOT USED FOR WATER QUALITY ) � - x
STORM WATER PUMPED TO WET ION in \ / DESIGNER'S CERTIFICATION / w • Z
ND�2 �y N TAT LF "I HEREBY GERTIFY THAT TH15 PLAN HAS BEEN PREPARED IN AGGORDANGE
OVA PVT' N9 / VEGETATIVE FILTER / WITH THE LATEST WILMINGTON STANDARDS AND 5PEGIFIGATION5 FOR 5TORMWATER /
4 PIPE -��BE HEAVILY GRASSED. MANAGEMENT AND CHAPTER 20 OF THE CODE OF ORDINANGE5 OF THE CITY x
\ O EL: 24.00 OF WILMINGTON." / •
/ W 2 �' G + 31b0+ \ \ SIGNATURE. ///a
k= 3p 31 � / / O VEGETATED SHEL SHELF LF (6:IEOSLOPE US OUND COVER WITHIN - w
PRINTED NAME AND TITLE: ) -
�, (5.� A RED/INGULD45 AREA IN R/W) �/ 2 K) \`� / (SEE 5HT. 15 FOR PLANT LIST) Z
2� DATE: REGISTRATION NUMBER:
_ I�� � •' � Ix 10' + - 0.24 GRE PARCEL IS OWNED 7 NOW OR FORMERLY �
q BELL UT INVZ e+ A550 IA�ON,GENTER OWNERS N \^ /
25.50 L) Sl UNITED GEREBRAL PALSY
PIGP� N / / GRADING & DRAINAGE
z L(0 `� - - �2 I.P.S• / BOOK 155q PAGE 1426 /
--�+�- -- - -- 8 I BOOK 2556 PAGE 0212 PLAN
4p d JJ�� G PROPOSED DITCH REL ATIO N (DAYGARE/SCHOOL) / GRAPHIC SCALE
SPILLAAYY L 0 AG r -S - TAKEN FROM PLANS BY T
/ SCALE: 111 50
1
FIROP05ED DITCH RELOCATION 265 I W 0. AGR I NC LUDES N EXTEND EX. 42" RGP 50 0 25 50 100 200
4 INSTALL HEADWALL / OWhlER'SlDEVELOPER CERTIFICATION
TAKEN FROM PLANS BY OTHER5 r- (V - ( A E I N R/ (BY OTHERS)
W p�1w' ►�1= \ O /1'/ DE E HEREBY GERTIFY T T ANY CLEARING,GRADING,ANT TO G 5 P OR DATE:���0�2001
�Y W PROP. !�/7`l LII`lL.. O DEVELOPMENT,DR AL OF THESE,WILL BE DONE PURSUANT TO TH15 PLAN
/'• _ AND THAT THE APP ABLE 5TORMWATER MANAGEMENT GONDITION5 AND
Ikk 25 26 REQUIREMENTS O HE GITY OF WILMINGTON,THE STATE OF NORTH CAROLINA ( IN FEET )
AND THE FEDEYAL GOVERNMENT AND ITS AGENCIES ARE HEREBY MADE PART
�APPROX LOGAfr0N OF APPRo OF TH15 PLAM' I inch = 50 ft - PROJECT: O'O2
x LOCATION d' l< d- 24 24 �
EX UNDERGROUND TELE.LHVE OF EX.GAS LINE _�' -� ry / 25 5IGNATUIQE: - _ - --
Z '� EX.6A5 LINE 26 P TED NAME AND TITLE: - DRAWN BY: M Y
_
OAS
- OAS STONE 150.751 _ S E.I. - - - - - DATE: r - .......... - -
50 I 11 1 �T IKT - T' '- OFP -� UGT - - - - S H E E T
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,/, / / ;.•.W V�, - '4�_\ \ - 1 I veCANT ITEMS AS STATED IN THE MX ORDINANCE PROPERTY LINE/ MX DISTRICT BOUNDARY I -'
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' LANDSCAPE AND MATERIALS PANS AND -s Q n
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Iti SITE DATA I I \ t - - \ 04 - �
MAYFAIRE PHASE ONE
C) AUG 2 2 W �Y ,
o U
"i CURRENT ZONING:: MX
ZD TRACT SIZE: 6,779,689.69 SF - 155.64 ACRES _ PA E - ~
OPEN SPACE COMMON OPENS C NARRATIVE 01 W
L� Ix P. `C `� �
EXISTING BUILDING SQUARE FEET: 0 ACRES The Master for Mayfaire responds directly to the goals as envisioned by the MX ordinance of the City of Wilmington. The i,_4 z E"I w
PHASE ONE LAND AREA: 6,779,689.69 SF BATE DENSITY (FAR) Ian is initial! based on an
F-- P Y analysis off the site with areas of environmental sensitivity carefully incorporated into the plan. � '+ � r-i 0
PROPOSED BUILDING SQUARE FEET The creation of significant open space as the primary ordering agent is central to the form of the Master Plan.
(ALL AREAS WITHIN THE MX AREA)
REQU I RED OPEN SPACE: 1,694,922.42 SF = 25% OF LAND AREA PHAC ONE LAND AREA: 6,779,689.69 SF As the MX ordinance described,the plan provides for an integration of land uses that are linked by both vehicular and ~ � ~ O �RETAIL 362 682 SF 37% I, l ' ., pedestrian facilities. These linkages extend into the surrounding neighborhoods and the community at large. These
SO-� ' 335,81� S�. AI.LOGAT�L� Fok > � ►--�1 �
o MULTI FAMILY RESIDENTIAL 518,320 SF 52% � jpE VILLAGE AT f•fAYFAI�>: PROVIDED OPEN SPACE: 2,278,089.48 SF = 33.60%
LAN[AREA LAND AREA BASE FAR ALLOWED BUILDING AREA connections will provide for vehicular and pedestrian access to the facilities of Mayfaire on appropriately scaled facilities
RES(URCE PROTECTION: 149.24 ACRES 6 500 887.54 SF 0.15 975 133.13 SF wrthoutrequiringthesemovemetltstobeaccomplishedviathoroughfares. W :�>
W x
108 000 S F 11 UJ �� > U
OFFICE /D ' ' The Master Plan also provides for the integration of various uses into the plan including the placement of residential or
URBIN TRANSITION: 6.40 ACRES 278 802.15 SF 0.20 55 760.43 SF
:t . 0
TOTAL SQUARE FEET 989,002 SF 100U/o office above retail. Additionally,the provision of structured parking for a part of the plan will as the ordinance desired
m reduce the impervious areas required for the various uses. In addition,the integration of the uses in the traditional town
form has allowed for the reduction of parking from traditional suburban properties in the town center area. � • z
TOTAL ACRES WITHIN 100 YR FLOOD: 0 ACRES i REQUIRED COMMON SPACE: 677,968.96 SF = 10% OF LAND AREA �+ g
PROVIDED COMMON SPACE; 751,746.76 S F = 11.08% P FO P 0 S E D DENSITY FAR The Master Plan creates a series of character areas defined by open space and by the positive relationships of building
-- , ( x
°' TOTAL ACRES WITHIN WETLANDS: 40.52 ACRES ,
facades to the street. This coupled with on street parking and articulated pedestrian ways reinforces the town fabric that
a PARKING RECOMMENDED 2408 SPACES
is desired by the MX ordinance.
2408 SPACES LAM AREA FAR PROPOSED BUILDING AREA The
�" PARKING PROVIDED: plan for Mayfaire provides for innovative management of storm water by the use of water quality ponds,detention,CU w
SHARED OPEN/COMMON SPACE. DEFINED AS AREAS CAPABLE and infiltration. These uniquely serve to control flooding,provide for water quality treatment and via the infiltration
REJURCE PROTECTION: 0.13 867,348 SF control pollutants from entering fragile waters. Additionally this infiltration serves to hydrate the wetland areas and Z
-- __ -- ---- ----
CD HANDICAP SPACES REQUIRED: 33
provides for the recharging of the ground water.
HANDICAP SPACES _ _-___PROVIDED: 36 OF MEETING BOTH REQUIREMENTS. URIAN TRAN ITION: N/A f NSA _ The mix of uses will reduce traffic to perimeter streets by encouraging internal movements within the property. This will
LOADING BAYS PROVIDED: 21 BAYS
create a better physical environment while reducing impacts to adjacent facilities.
OVERALL
m The development of Mayfaire will proceed in an orderly fashion to provide the connections as described by the Master MASTER
REQUIRED INTERNAL LANDSCAPING: 75,194 SF = 16°Jo OF PARKIN ,G AREA � Plan.In each instance all convections adjacent to each phase will be made as that phase is constructed. These
__ COMMON SPACE AMENITIES
corr>ectiorls to NCDOT roadways will be in accordance with the traffic study and as agreed upon by the owner and NCDOT. PLAN
PROVIDED INTERNAL LANDSCAPING: 112,790 SF = 24 Jo OF PARKING AREA P-I AS E 0 N E I M P E RV I 0 U S SURFACE The neighborhood connections will be made as described by the Master Plan and as approved by the City of Wilmington
C Traffic Department. Pedestrian confections will also be provided in accordance with the Master Plan.
�, PROVIDED RECREATIONAL SPACE: 56,774.09 SF = 2.59% OF OPEN SPACE
--- 1. SIDEWALKS WITH SUBSTANTIAL ORNAMENTAL TREATMENTS (E.G.
Storm water Management facilities wild be constructed in accordance with the Master Storm water Management Plan to SCALE: I" - 300'PEASE ONE LAND AREA = 6,779,689.69 SF g
m EXISTING TREE ACREAGE: 108.53 ACRES meet all local and state requirements. These facilities will be constructed in each phase as site work creates the need to
L _ -_ BRICK PAVERS; VARIETY I N MATERIALS, construct" Prior to the creation of impervious surfaces the facilities shall be in place and be in a functioning condition.
PROPOSED TREES PER ACRE: 8.87 TREES tag �,�;T ALWcATEc
-- --_- --__ __—
r TOTAL NUMBER OF DWELLING UNITS: 224 UNITS WITH 1,2, OR 3 BEDROOMS PER UNIT FoR VIL�,q.`,EA-rMAyFA,QE) COLOR,TEXTURE, USE OF IMPERVIOUS MATERIALS WHEN CONSISTENT PF Vlnl IS AREA = 21291 7 _
--------- —
CIDS FT OCCUPIED BY STRUCTURES: AMERICANS WITH DISABILITIES ACT.) DATE: 3�4�az
Q ----
LIJALL BUILDINGS 49,502.10 SF 11.26 ACRES 2. SIDEWALK PLANTERS. PLANTERS WITH POTENTIAL SEATING AROUND
__ PROJECT: 160-a2
R.O.W.- 932,941.19 SF 21.42 ACRES PERIMETER. 0 300 600 900
o THIS PLAN WAS PREPARED AND SUPPLIED
LO PARKING AREAS- 835,363.58 SF 19.18 ACRES 3. PUBLIC ART. (E.G. SCULPTURE, FOUNTAIN, CLOCK, MURAL, ETC.) DRAWN BY:
BY LANDDE516N, ING.
U
SCALE : 1 " = 300 ' - 0 " COVER SHEET I,/
N
CD
L
2
9 I,

PARKING SPADE INFORMATION SIDEWALK NOTES: PAVEMENT SCHEDULE N
f-IE�.TIED SQU.4i�� POET PLOOR
A�E/aa RATIO GALGUL/aaTl ONS *UNDER MX ZONING THERE 15 NO MINIMUM PARKING COMBINED CONCRETE CURB d GUTTER,CONCRETE SIDEWALK AND DRNEWAYS ob 1.0" BITUMINOUS C;ONC RETE SURFACE <,OURSL-, TYPE -2 4 Dm E Y TQ
TO BE 30DOPOUND STRENGTH CONCRETE. G I.5" BITUMINOUS CONCRETE BASE COURSE, TYPE H rP GI� j
REQUIREMENT, ONLY MAXIMUM. C(,>
Ile
13 BLD65. x 25,335 S.F. = 32G,3a4 S.F. SCORE JOINTS TO BE PLACED EVERY 5'AGR055 SIDEWALK, IN SIDEWALK V 6" COMPACTED AGGREGATE 5A5E GOUR5E OR 6" T. r
PARKING SHALL NOT EXGEED 2.5 5PAGE5 PER UNIT. AREA OF DRIVEWAYS REF.5D-10-13. BITUMINOUS CONCRETE BASE COURSE � STLE
CLUBHOUSE 5522 S.F. MAX. PARKING ALLOWED =
EXPANSION JOINTS TO BE PLACED AGRO55 51DEWALK EVERY 30'. (R� TYPE "A" CURB 74 MILITARY T--oFF ROAD �
MAINTENANGE BLD6. �I00 S.F. 13 BLDGS. x 16 UNIT5/BLDG. = 208 UNITS EXPANSION JOINTS TO BE PLACED BETWEEN SIDEWALK AND CURB,SIDEWALK
TOTAL 335,816 S.F. 208 UNITS x 2.5 5PAGESAMIT = 520 5PAGE5 ALLOYED AND DRIVEWAY,AND DRIVEWAi' AND CURB RETURIJ WHERE THEY ADJOIN. 41,
341 5PAGE5 60,
TOTAL PARKING PROVIDED = ww y�P
nNCN THE
6 VAN AOCESTYARD1eLa HG.SPACES) / - - --- --- -- --- -
•NOTE. EACH BLD6.HAS 16 5PAGE5 LOCATED IN TlE COURTYARD VICINITY
20A5 OF TOTAL PARKING MUST BE PERYIGX)5(TURF STONE) �O
342 SPACES PROVIDED x 0.2 = i PERVIOUS SPACES REI i PROl (U a' 'O ------_ - SCALE: I" = 2000'
•SEE 5HEET5 2 t 3 FOR LOCATION OF TURFSTONE PARKINS AREAS uTlLlr s'slvewaLK VARIABLE _ 8' �uTl;_ITr
esM'r.
l ESr I
/ I 6"
@) CROWIJ_-__ - -
j 1/4 PERSLOFE -.,090 _ ------ 2 ,ANL..L F. 3
01�� � i _ _ -_ 1.n%
T •._8"MARL BASF_
I GONG.SIDEWALK 4 THICK G � E� I
I GONG.DRIVEWAY b' THICK \TYPE"A"CURB
R
G 1 T1' COLLECTOR STREET
N.r.s.
i I
y �L 41
� �. v� .v .v w� �v � �v .v � w � y �. w y .t/ y •t' � w � � y .� .� y 1 � .� � � .D� w �Pa.f�GAU
IV L\ v \\
�L
W
v \V
28- Ji W
\i �, �, �, y v y y y �\ mot✓ "IMAY11 +E Al TO rw �5° =20.91'E . . . . . . . . .. . . . . ... ... f�.._ . ... . . �✓ ` a' \ - !�
m r +�Ho v 41 yq1 a0' STZ ?. ..8. o ' $
H N:Ulm
\ / I aii
, � � � � I 16 uwlrs
w W .' � � � .v � /�, ' � �i� .t, / >�wwceciwe'°wArr � t•Ir.
-s22
(
O O
LINE TABLE y �� i// t
LINE LENGTH BEARING
I
_ y
LI 11331 504.29'18'W \ � i M9<�ORFORP•�{�1-Y I -' y �4'1 I� / / /e a
LCAOW
2 56.13 521.24-11
^. \ / BOOK 1246 PAyE
L6 77.o-r s1e•2s37�
/ o
L7 31.70 541'02'14'W \ \I �.� � -
Lb 16.24 571.1T05'W L4O
L9 30.26 N83'Og31 /
4
LIO 70b0 N41.1053'W i W+
hM7►A�!
��
LII 63.g2 N09'Oq'49'W // / 0 Hr
L12 7654 580'Ib'21'W `
L13 78DO 540'5098'I" 1 / / / / 1 YET DETENTION EIP
LI4 II1.90 520'0854 f \ /
N / / / «,vv.ee PO►dD 3d. G• / 1 16111 r5 . . . .
LI5 92b4 54q'33'15� 1 ' I \ \ O / / �. _ ..wc m�e `
LI6 5.93 NT3'56'25'1 / / / I W /
Liz 13e0 546'0942'W 1 I I J v
L18 29b1 5610642'W I I \ I / I 517E IN
LIQ 18.40 564-4552'W /}� \ N AEG I AGRESs �
- W WET DETENTION FY)ND a►ZY.
L20 61 589.32'41•W I \ \
.-� - , L IPS.
121 21A7 503•IPI2'W I ` (1YPIGAU L21
L22 16.33 N3I'5640'W / I , I
.03 531.51515M \ \ - - ---
L23 O4 511'Sg52'W / I I I \ \ r �� v v r . . . . . . . OZO_ \
L24 45 05
L25 52.42 502'48'18'W / \\ ` \ I //�__ y L N E.IP. 505•IS''il'W E.IP. 5O5•Ib'18Y1 E.LP. �5• \ /
L26 59b0 539'S3'40"E /
L27 12OD4 524.0637E / \� / w / I \ /
18b2 N50'4243� // \ O v {► i v
/ / I6 U11T5 . . �\ \ ' i
L28 it �� y W CAM V TttlS fAUR� . .
L29 35.15 N86'3206� /
HOLDINb
L30 21 N55'4g55 E / I / \� � � � � / r
L31
1-32 24.91 - M
18.89 5429632� / / \ �� / y �6'. . '. ! w L33 I y \ \
.,,3 32�'AGRLS
L34 35.48 582'53'll'E / I / / --"_ --� . I
1 44.47 565'47'14'E I / ('3.Q�AGRE14,INGULD45 ARFAjN RN�y y 27 I N I 1
/ / IM'1LTRA ION 7
L36 54b5 N61.37'O7"E i!J2EAAAAA�.- w y y -O_ . . ! p HOOK RLY/ 1 PALSY
L37 736 NOS'24'2b'E / , I BOOK 2556 PAGE.0212
559 P 1426
l 4 J ,1
L38 1625 N08'4126•W �/I I / \ ' L
f \.-" ..' / _b� �b - _. .^ /P (DAYGARE)5Ga•iOOL) /
,, . .
tJ i
L3q 18b1 N18'2g00f / � I / I .I = -
L40 4630 WO'II'38"E I I y y v w AC,`
/ • ` . . _ ° IN A N6L.UDES
L41 33.11 N12'31'26 E \ I \ b)
r
L42 44b8 N30'42'03"W _/ W�ql,
� '/�� � y �V �c If'- Q � � •yam /
L43 21.15 N25.2659'W ' -
L44 19.26 N22'19'10'W
1 + \ a..pwa.c ap c�
L45 31A6 H04'14'08� --
L46 2095 NI6'59'40'W \ \ x °^° _�- -� -�6 6� 50• - - - - E.I __
L47 25b5 NII.Ol20'E _� I� ` _ ----- -- - ---� - 6 --- _a . _= EIP.
L48 24.40 1425*13'18'W - - =-- - - - -
L44 25.33 N1o'33oe'w _ __ =_ _ T= _ -_ _- - - -. o - -�--- -- -- ---- TARY CUTOFF ROAD -
c. L50 2057 NOI'30 23 f �- y-
C L51 48AI N21.2232'I" C MILITARY CULQFF ROAD g - -
W L52 4427 NOq•5336'W ___- _ _ _ -
C L53 2837 N23'4850'W « :z zv- - _. -_. _ -
L54 2050 N53.0752'W -
- - - - - - - - - - - - - -
o� L55 61A7 N30'32'20'W -----
w ----------- -- ------ -- --- /
i
L5b 21 1431.011 1'W
~ L57 4782 N2q•05'03'W
0. L58 21BB N27.0802`W
L5q 45.79 N4o•2134"W NOTES: GENERAL NOTES:
L60 51.16 N2q'4132M - EXISTING TOPOGRAPHIC INFORMATION - MILITARY G1)T-OF1� ROAD SIDEWALK WILL BE BONDED UNTIL IMPACTS I '
o
L61 38.37 UW22'2°'w BY OTHERS. OF WIDENING PRa JEGTS GAN BE FINALIZED. I �p /
L62 30.18 N49.Ob35•w - CONTRACTOR SHALL BE RESPONSIBLE FOR - FIBER-OPTIC GABLE LOCATED ON THE WEST SIDE OF MILITARY GUT-OFF ROAD. �� ,/
cu L63 18.94 N27'34'04'W OvO�
o L64
1554 N72.22'4oW LOCATING EXIST
UTILITIES PRIOR TO GONTRAGTOR TO NOTIFY BELL5OUTH PRIOR TO BEGINNING GONSTRUGTION. /
c,j L65 20.16 Noe'w'I6'►"1 BEGINNING ANY CONSTRUCTION. THERE MAY _ NATURAL VEGETATION WILL REMAIN AND WILL BE AUGMENTED WHERE R
' � rso'I°2o'w BE EXISTING UTILITIES THAT ARE NOT SHOWN NECESSARY TO MEET CITY SCREENING STANDARDS. OTE
L67 3937 N54.1s'471N ON THESE PLANS. y��
L68 s115 N3g.sasly" - OWNER 15 REQUIRED TO OBTAIN 3 PARTY ENGROAGHMENT AGREEMENT PRIOR TO �`�
BEGINNING CON5TRUCTION IN MILITARY GUT-OFF ROAD. U/
Ll 1927 N31.4653f I. IMPERVIOUS AREAS: ��>r►e�'r
00 1337 N29.4559'W
o - A PLAT SHALL RECORDED DEDICATING ALL PUBLIG EASEMENTS AND STREET TOTAL LAND AREA: 33.30 AGRES± i
L71 b129 N42•oa'm•E TOTAL IMPERVIOUS AREA: 13.-73 ACRES± +�� �� ,,,�
r-I RI6HT5-OF-WAY
v L72 5l-A N36'o8'49'W
m L73 15.gq WWO-156'w - ALL PRIVATE PARKINS AND DRIVES SHALL BE 6" ABC, I-1/2" 1-1 BINDER AND % IMPERVIOUS = 13.T3l33.30 (100) = 4I.2% t Z' Z`�
Q L14 5.15 N42'3620� I" I-2 SURFAGE G�URSE. THE SURFAGE COURSE TO BE INSTALLED AT THE END OF 2 OPEN AND COMMON SPADE INFO.:
L75 6237 Na8'08'07� SEAL
,4as� OVERALL PRELIMINARY PLAN
Llb 71.02 w5' �"11 THE PROJECT. -
L77 20.92 NIO'1157'E REQUIRED: `�
MONUMENTS DBE SET AT ALL P.G.'S AND P.T.'S ALONG TOWN CENTER DRIVE
COMMON SPACE (10%) - 5.30 AGRE5t COMMON SP�GE T' '��"� '��a`^ " MAYFAIRE CONDOMINIUM 51TE
LTD 27.26 N14.0032"E AND NEW RIVE
L7g 7423 NI6'1837'E OPEN SPADE (25%) = 8.33 AGRESf ,,� r }
��
Leo 2231 No3•s9'44•w "aka" THE V I LLAl AT MAYFA I RE
- OWNER/GONTRAGIOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS PROVIDED:
�, logg N36.0331� GRAPHIC SCALE
cn TO BEGINNING CONSTRUCTION. y'�t START STREET LLG
CD Ls2 2756 52293.2I� PRIOR COMMON SPADE = 3.46 ACRES± . . . OPEN SPADE '
z 1�3 5150 COLNTY
Nb7.4639'E - NO TREE REMOVAL WITHIN PARKING SETBACK ALON6 SHOD. OPEN SPACE = 8.82 ACRES±
O L84 9-1-lb
� •� 100 0 50 100 200 400 NBN FII�P101/Eft
`'I Las 4659 Nls.s+ys•w - COMPACTOR TO BE SCREENED TO MEET GITY STANDARDS. 3. INFORMATION GONGERNIN6 UNITS, PARKING, ETC. GITf OF WILMIN6TON,NORTH GARDI_INA
o Lab 60.7o N28.26'16'W - ESTIMATED WASTE WATER 6ENERATED BY TH15 DEVELOPMENT: LOCATED AT THE TOP OF THIS DRAWING. OWNER:
SGAl.B I"=100' DATES F 5. I , 200 PLAN
L87 35.83 WAN8'28'W
� Lab n43 N3r4731'W 2 BDRM - 104 UNITS x 240 6PD = 24,G60 6PD 4. ZONING: MX STATE STREET LLG SHEET
Lag fi49 No3'S6'I 1- 3 BDRM - 104 UNITS x 360 GPD = 3-7,440 6PD ( IN FEET ) 211 EAST BOULEVARD GPT ENGINEERING AND SURVEYING, INC.
Cu L90 8838 Na 3-WI7'w 5. BUILDING HE16HT: 34 FEET CHARLOTTE,NG 28233 LAND nEV�OPN�T GONSIA T1N6
o TOTAL = 62,400 GPD 1 inch = 100 ft. [phone] 51 BRIAN JOWAN PL.-SUITE 131,HIGH POINT,NG 2T I OP I
L91 4s.75 536.02'OS"w (b. ON-SITE PAVEMENT AREA: 5.03 AGRE5± PHONES: Cab)812-8800 FAX. [phone]
(DOES NOT INCLUDE PAVEMENT IN TC.vi• a igW KENT DRIVFJ
or 02 29.46 N 19'p4'2I9N
cn
i
r,

INFILTRATION SUMMARY CHART
# INFILTRATION GALGULATION5 POND #3 INFILTRATION GALGULATIONS POND NO.TO DAY I DAY I DAY I DAY I COMBINED
N�TE� P, 1, " E317 LINO ul E 49 "
hJ
POND I I L INFILTRATION ORIFICE ORIFICE DISCHARGE INFILTRATION AREA PERCOLATION VOL. COMBINED CONCRETE CURB d G-UTTER,CONCRETE SIDEWALK AND DRIVEWAYS � INc:U°�G::>1JGRETr SI�kFF "F � I ROE:,TYPL I-= �`�_*Y
NOTE, POND I,2,4 3 USE SAME INFILTRATION AREA AREA DISCHARGE (24 HR.PERIOD) VOLUME CAPACITY (24 HR.PERIOD) TO BE 3000FOUND STRENoTH COW-,RETE. - , _ 4 / ��
(BI LO BITi,If 1
b BITU 41NOI,S CONCRETE BA L GUR L TYPE H SITEQQ
CONDUCTIVITY TEST DATUM SCORE JOINTS TO BE PLA< FD EVERY 5'AGR055 SIDEWALK, IN SIDEWALK
rt>NDUCTIVITY TEST DATUM 3 664 G.FIHR. Ib G.F. 20,210 G.F. 14,940 G.F. C 8 GOrIwAG,Cr, Avc�RLGArC EA f- c:�uR_�L OR E>' �,
.� AREA OF DRIVEWAYS REP _>D-1O-13. O � lCr: tP
AVERAGE RATE(USE 1.0 IN./HR) BITUt IIN:>1JS CONGRETL BA._lF ��uR'E sumcrsrLE
AVERAGE RATE(USE 1.0 IN./HRJ EXPAN51ON JOINTS TO BE PLACED ACROSS 50h: AI.K EVERY 50'. R) Tr CU cur ROAD'-PE A' RS MILITARY Ohl=
rI C-.A LLATIONS CALCULATIONS I t #2 q00 C.FJHR. 21000 G.F. 24,538 G.F. 24,440 G.F. L Pq
EXPANSION JOINTS TO BF PL-AGED BFTbNPFN SIDEWALK AND GURFi 50.,FWAI.K 74 siz.i4oa
TOTAL REQUIRED PERK TIME: 4 DAYS qb HOURS
TOTAL REQUIRED PERK TIME. 4 DAYS qb HOURS AND DRIVEWAY,AND DRIV[INAr AND C0fv3 Ri`_10kH vVHERE THEY ADJOIN. 4
r G.F.PERK VOLUME: 13,024.4 G 3q,�66.F. PERK VOLUME: "50-
INFILTRATION PERIOD: 13p24.4/4 DAYS = 3,256 G.F./DAY INFILTRATION PERIOD: 39,566/4 DAYS = 9,8g2 G.F,/DAY / o k,ry P
REQUIRED DRAIN AREA, 3,256 G.FJDAY/24 HRS./0.083' = 1,634 S.F. REQUIRED DRAIN AREA: q,892 G.FJDAY/24 HR5./0.083' = 4,gbb S.F. VICINITY
' �Y 00
��
INFILTRATION FACTOR: 1634 x IS = 2,451 S.F. INFILTRATION FACTOR:
�A REQUIRED. 4,g66 S.F.x 1.5 7449 S.F. Y IGII\I ���
= 1,44q S.F.
TOTAL INFILTRATION _- - -- - -- - - 1 - -- -
rr//',
INFILTRATION AREA REQUIRED: 2.451 S.F. �M/ > e I- ----- 1 SCALE: I" = 2D00'
IT 5 SITJCWAI_K VAf�IA�_�-�
�ESM
1/4" 'Ef2 f UOT Lf
REQUIRED REGUIRED INFILTRATION AREA:
P5' ..,.... ... ..,, ------ 2 cox, 1
POND #2 INFILTRATION GALGULATIONS TOTAL INFILTRATION AREA REQUIRED: (POND#U : 2,451 S.F. I �j "
(POND#2) : ,451 S.F. \V( coN� SinE.wAl K a^THICK V ••7 f4AR1 J sA,-,t
NOTE. POND I,2 R 3 USE 5AME INFILTRATION AREA (POND #31 : 144q S.F. c�Nc_�-nRNY A r' a" fHlr_,K_ i
l \\.TYPE"A"(-J)Rf. k)
CONDLrTNVITY TEST DAB TOTAL : 14,010 S.F. \ POND # I DESIGN INFORMATION
AVERAGE RATE N5E 1.0 INhIRJ G I TY COLLECTOR STREET POND I DRAINAGE AREA: 4.6 AGRE5
CALCULATIONS
SEDIMENT MAINT. REQUIRED® ELEV. 21.62 (25%%POND VOL)
TOTAL REQUIRED PERK TIME: 4 DAYS qb HOURS MQYIDED INFILTRATION AREA, SEDIMENT
T c� IMPERVIOUS AREA: 2.4 ACRES(5
PERK VOLUME: 21,831 G.F. TOTAL INFILTRATION AREA PROVIDED, 33,521 S.F. \\ P
INFILTRATION PERIOD: 21,831 /4 DAYS = 5,458 G.F./DAY PROVIDED AREA>REQUIRED AREA
PIROVI
REQUIRED DRAIN AREA: 5,458 G.F./DAY/24 HR5./0.083' = 2,140 S.F. 3302-1'S.F.> 14,010 Sr-. �N ///(( POND REQUIREMENTS: R1,01-7 S.F.INFILTRATION FACTOR: 2,140 x 15 = 4,110 5.F. THEREFORE O.K. �( \ SURFACE AREA:T55 VAN) S , 621 S.F.
TOTAL INFILTRATION AREA REQUIRED: 4,110 S.F. \ \ TEMP FOR qO L ME. REMOVAL)
TEMP.W.Q.VOLUME: iq,163 G.F.
I \ PERM. SEDIMENT STORAGE, 2,027 G.F.
\\ \ \ FOREBAY VOLUME: 1,130 G.F.
DRAINASPE AREA TO 5TR.0 TURF, .51m
AEG - AREA GALGULATIONS (DENSITY FVW �* \\ \ \ 50 YEAR HEIR: WEIR 4' t3EX)
E) / lE YEAR WEIR, 12°/ ORIFICE
(ALL OF MAYFAIR
PARKINC�/BUILDINGS/ROADWAY: 14.5 ACRES \ � WATER QUALITY RELEASE, I-3/4"m ORIFICE
OPEN SPACE: 44.78 AGRE5 \ �\ \� HOLDING POND # 4 DE516N INFORMATION POND # 2 DESIGN INFORMATION
TOTAL: 5q.28 ACRES
(SOT USED FOR WATER QUALITY,5TORMWAT132 TO 8E PUMPED POND 2 DRAINAGE AREA: 9.1 AC,RES
DENSITY: 24.5% \ \ lTO POND #2 FOR TREATMENT. IMPERVIOUS AREA: 4.13 AGRE5(42.6%)
v. V w .V w y w w Ji w Vi w w w Ji w w w L !' L y, y, •1' ..L •y y •y � .y .� W y y w\ w w
POND 4 DRAINAGE AREA: 0.60 ACRES SEDIMENT MAINT.REQUIRED a ELEV. 22.12 (2596 POND VOLJ
\ IMPERVIOU5 AREA, 0.25 ACRES(38.3%)
POND REQIJIREMENTSs REGUIRFD PROVIDED POND REQUIREMENT5, REGUIRED PROVIDED
\\ 1P5•(1 MCAT
y. ,�, y, w /w w N w w w y J� w y y `i' `1' `I' "' `I' "' `I' �' J' y w `• `v \ N' y' w 'i' y' \ SURFACE AREA: - 4,554 S.F. SURFACE AREA: 15,063 S.F. 28,143 S.F.
\ (REQ.FOR 610% T55 REMOVAL..)
EMERGENCY 5PILLWAY, 20'WIDE,ELEVATION: 2650 TEMP. W.Q.VOLUME: 30,228 G.F.
PERM.SEDIMENT STORAGE: 6,101 G.F.
14/
PUMP FOR POND#4: MIN.210 GPM S USE 4` DISCHARGE FOREBAY VOLUME: 41500 G.F.
✓� w w \ w j y �� /iPS.(TYPIGAIJ w W w w w /� w c�
J L77 STRI)GTURE:
w w w w �\ w j \w w w w w _� 'mot' \�..�• e
,,, � 50 YEAR WEIR, Ib' WEIR(4'x 4' BOX)
28 N y \ w/ w y w� (I, / "rIV �O v y/
I W 11,, / S 0�8 15'E � ' 10 YEAR WEIR: 24"m ORIFICE
L L y i y y y y ,MYFNRE P4RKY4Y T�rnuCraV ?���'�s"2_0.g1' .... _ WATER QUALITY RELEASE: 2-I/2'�ORIFICE
TO TOvKV"MEL 7° = 41 C IO'5TRE Tum I�T/JW
�Y 7 1 `�=d �O'•' 1, ,\
/ UT� �h i /�\%
W �/ � POND # 3 DESIGN INFORMATION
a
-� N05s111Ckb, \ MAINT �� M� I POND 3 DRAINAGE AREA: 1255 ACRES
IMPERVIOUS AREA: 1.35 AGRE5(58.8%)
SEDIMENT MAINT.REQUIRED a ELEV. 22.00 (25%POND VOL)
1 �
\ / \ w a POND REQUIREMENT5, REGAJI�> DPROVIDED
\ w y \ 1(J �� 1�-f r - / i / \ o c \ \ \ I O / / \ SURFACE AREA: 28,421 S.F. 28,b21 5.F.
1\,V)CK � Ji�F\ --� I � / �• (REQ.FOR q0% T55 REMOVAL)
TEMP.W.Q.MENTHE: 40,884 G.F.
PERM.SEDIMENT STORAGE: 5,1 G.F.
FOREBAY VOLUME: 45,100 G.F.
w w w w w '� y� j w I C t LT
I I ►1 I � ��, .� 5TRUGTURF, ���
♦ o�0 9 � 50 YEAR WEIR: 20' aHE
[t�sRl,c(5'x 5'BOX)
ID YEAR WEIR, 24"m ORIFIGE
\ \ \ \ I I I w\ WATER QUALITY RELEASE: 2-3/4"m ORIFICE
I I \ \\ I I I 1 ,
DRaiNa6E �►, TO
\I !, \� _-�- -� �22 I \ POND * 2: 4.7 A�GRESf --
/ ' - \
w w w � P � rMcmre � ! ! �
2( / s THE VILLAGE AT MAYFAIRE
{� w(D 1 1w � Ia � / " \\ WATERSHED CONTROL DATA
LINE TABLE \ \\ \ j 16LIT>s - I,I�Ts ---- -
]� � Z� � F,O� DRAINAGE B.UA. (ACRES) WATER QUALITY" STREAM
LINE LENGTH BEARING / �•__ � \ AREA a TREArMEN'i
' ! � (ACRES) % IMPERVIOUS REQUIREMENTS ���` ED
/ cua
LI 11331 504'29'18'W \ /--�-'NON-OR FORMERLY 1 --•+• �w O /
L2 56.13 521.24'14E COBS -
\ BOOK 1246 PA§E 1036� � L-r I I 4.6 2.4(52.2%) LS" HOWE CREEK
Lb 7T o7 518.2s91E ��ity�z
U
Ll 31.10 541.02'14'W \ \1 ` / 0 /�� / / / / - 2 9.1 4.13(42.6%) 5" _ HONE CREEK
/�/ Laiy sR
LB 1624 571'11'OS'W � f� � � � ����
L4 3026 N83'0491'W / � - � 3 12.55 1.38(58.8%) 1.5" HONE CREEK
LIO lObO N41.1053'W \ \ \ \ / 4
/ 9 �, 4 0.60 0.23(38.3%J HONE GREEK
LII 63A2 N0q*0W44'W
LI2 1654 580'16'21`W 1 I \ / // / Z`
\ ` / L24 r - \ \
L13 18A0 540'509B'W \ / ` / r--r- � L25 ` � � cfO1Dua�� M �i
520•o854E ! ! MET DETENTION ..m c�L1e POND #
LI4 111.90 ' I N / / / / - __ _ _
Lls 42b4 544'33'15E p / 1 PAW Pd�"3 � �,. \ SURFACE AREAS � VOLUMES
i
-
t2 �S
13b0 546'08'42"W I L v V w \ � I �� All/ NORMAL POOL ELEV.: 25.00,BOTTOM POND ELEM.: 21.00
LIl ! .. .......
LI8 2gbl 564.4354'W I / I IN __ I \ CONTOUR AREA (S.F.) VOLUME (G.F.)
LI4 18.40 562'50'42'W I I /F� \ / N AEC, I AGRES.t
w GOVEF2ED
L20 60b9 58q'32'41'W \ � - � -- - o cw,•r•"'U1 - -- PeT � / 25.0 11,6215
\ NFILTRATI AREA \ TER / DETENTION POFO• / 1,43b.4q 529 q
L21 21A1 503'll'12'W , I \ I 't(W,6��J - L . v• IFS. \ L/1 p(o 24 0
L22 1b33 N31'S5'40'W 111 I 1 � (TYPIGAU 12t \ ` � �--- 'L� 23.0 6�31.5 6,834 q
L.23 11633 51*5140'W r ► `
X
�� � •' -� 220 5,1008 4�662
L24 4505 511'Sg52'W , / , I \ �8 \
L25 52.42 502'48'18'W 21.0 4p535
l26 5Ab0 539S340E / / ,x G (►(PI y �w �x9 y N EaP. 505•151T E.W. sm"161181W F)P 5b5'17i94�14 £�P. TOTAL- 266E82
L2l 120D4 524•o691E / / I / / �_ \ r e,ev„xee / +� AI�L.� I W G� / {1 \ POND # 2
128 18b2 N50.42143'E / 1 / \ it t - mrT O / w 43 TENNIS COLTS
l24 35.13 NB6'32ObE \ it r, arts ! m !
24.45 r�s•449sE N / \ 3: 12 �� y ,N,6 �� '+ I $ / SURFACE AREAS VOLUMES
-- / NORMAL POOL ELEV.: 2550,BOTTOM POND ELEV.: 21.50
L31 2 41 5-15'S4'0-15 DETH(fION
L32 24.91 N84.1250E to- 3 i w y \ w
L33 18bg 542.1692E / \ .,�; _ v // CONTOUR AREA (S.F.) VOLUME (G.F.)
L34 35.48 582'S3'l1E I� -- - X. XX. w V w �� \ \ // /
L35 44.41 565'47'14E I 1 /�' r v 255 28,143.1
,,,,yr. 3,124.4
136 54b5 N61'3l'OTE / \ W 1J1'C/\I O �7 a - / LI / \ �7 I 23o I 12I
25 O 26,154 6
/ care
7 736 N05.24'28E v"," " ��� w �ta�►Ir'f,� ,4t.yQb��C�t .V �' '•� NOW OR FORMERLY ���b� 24 0 18p21 8 22,3882
L3 // ( / f J' ` '� r-V��v - - p� n UNITED GER�RAL PALSY
L38 1625 N08'4126'W I/ X 1,X' I I \ I ~ - \ G� N I6,816.q
,�.`r �x'� y1 IFS. 6• i � BOOK 1554 PAGE 1426 // 5'6
L34 i.25 NI B*4nOE / I / \ -C -�` �'- - - -� BOOK 25%PAGE 0212 22.0 13,3o9.b 4,460.q
r e x
L40 4630 N00'1198E - - / Isi (DAYGAREFiGHOOLJ / 215 12,20215 6 318.1
L41 35.11 N12'3126E
' O TOTAL: 13,168.5
L42 44b8 N30.42'03'Y1 ` ( y w w y w h I
L.43 21.15 N�'2659'W ^ \ I ' \ uoc+a�w�c11� -
L44 1g.26 N22•lq'10"W \ I V\ awvnw.,u���os c�oroiw' + / L L L wwscuriav , c,ouaa� Y y \ e r W. - - __ -- POND ✓
i ` \ �M�pfa I` '� ALGm6 RYG � K01/11��aNr\ Oft M11M � � '-_ � �/ #
L4'i 3L°6 N04•w'08E I \ \ N -e 6A5L j ___ ._ - - -- SURFAGE AREAS S VOLUMES
rn L46 2085 NI6'Sg'40'W j�\
a �- TR€EL Y a 6 5 - -- ---------- --- ----_ V -w -
L47 25b5 NII.07'20E -� --- ----- - -- w- - E -
\` _ _ NORMAL POOL ELEV.: 25.00,BOTTOM POND ELEV. 21.00
_ - - --- ---- CONTOUR AREA (5.
L48 24.40 N2593'18'W / EGA ��_� � � - - - -_- - - .m xs.o -
_ _
L49 2533 NIO'33'08'W _ _ == - - - - -- ----- --
a _
� �-N zz� -� �Ip GO UR F. VOLUME G F.
c_ L50 2057 NOI.30'23E _ -� �' --� r--� - - -
�„ L51 48.4t N21'2292'W -- _- 1 p �- - - - - - - - °p -- TARP CUTOFF ROAD --- ---- �-- 2s.o 2q,lel.o
c 2 4421 NOg•5396'W C MILITARY CU FF ROAD O- - - --- --- 24.0 14821.0 2a 501.0
L5 -- -= - -- - - �-- -- - --- -
IJ L53 2831 N23'4850'W - _--_---- - �\ r- _ 18,591.E
~ L54 2050 N53.0752'W \ ---� -v.:s.v- -� __--- p 13 959 O
16,200.0
n
- - - - - - - - - - - - - - - - - - - - - - - - - - - 220 I5 390
_ 155 bID-1 N30.32'20'W
---------- 21.0
(4a L56 26b3 N3T06'21"W ------ - ------- ------ --- -
-T-_ - O
151 47M N29'05'03'W TO1 AL: 73 251.0
L58 21bb N27.08'02'W NOTES: GENERAL NOTES:
L54 45.74 M0'2194"W
L60 51.16 N2q•a192'W - EXI5TIN5 TOPOGRAPHIC INFORMATION - MILITARY GUT-OFF ROAD SIDEWALK WILL BE BONDED UNTIL IMPACTS
CIJ��pP � HOLDING POND # 4
L61 �� 586.222°wv BY OTHERS. OF WIDENING PRd 1EGT5 GAN BE FINALIZED. I / �O� SURFAGE AREAS VOLUMES
L62 50.18 '� 'W _ CONTRACTOR SHALL BE RESPONSIBLE FOR FIBER OPTIC- GABLE LOCATED ON THE WEST SIDE OF MILITARY GUT-OFF ROAD. '�
tfi Lb•3 1894 N21'34'04'W �, ,/ Q / NORMAL POOL ELEM.: NONE,BOTTOM POND ELEV.: 24.00
' L64 1554 N72.22'4o•w LOCATING ALL EXISTING UTILITIES PRIOR TO CONTRACTOR TO'!NOTIFY BELLSOUTH PRIOR TO BEGINNING GONSTRUGTION. , O�'``P CONTOUR AREA (S.F.) VOLUME (G.F.)
L65 20.16 NOWAIlb"IN BEGINNING ANY CONSTRUCTION. THERE MAY _ NATURAL VEGETATION WILL REMAIN AND WILL BE AUGMENTED WHERE /
/ ENOINEER'S CERTIFICATION OF RUNOFF CONTROL 28.0 6,301
�t _ � I certify that this plan has been desSc.�ed to control runoff from the cress 21.0 5,399 5'850
L66 3424 ►ao•lo�owv BE EXISTING UTILITIES THAT ARE NOT SHORN NECESSARY TO MEET CITY SCREENING STANDARDS. }�� FFh
m L67 3g31 N54.1547'l ON THESE PLANS. N TE : � / �� as required In the rules rainfall
w h been
desl ne .Ito a for wet %total4,41 -
168 15 P69.5851'W - OWNER I5 REQUIRED TO OBTAIN 3 PARTY ENCROACHMENT AGREEMENT PRIOR TO bash:.The first Inch of rahfall and has been deslgnad to achieve 90515 total 26.0 q4 17
Lbg I427 N31.4655E BEGINNING CONSTRUCTION IN MILITARY GUT-OFF ROAD. 1. IMPERVIOUS AREAS: U� / suspended solids(T55)removal and that the runoff control measures shown 25.0 3,iT2 4,414
m L70 1337 N24.455q'W - A PLAT SHALL BI~ RECORDED DEDICATING ALL PUBLIC EASEMENTS AND STREET TOTAL LAND AREA: 55.50 AGRE5± / on this plan has been designed meet or exceed the guidelines in rJoe 3,41a
a L71 81.24 N42.08'07E RIGHTS-OF-OF TOTAL IMPERVIOUS AREA: 13.-I3 AGRES± , NGDE+ 5tormwaE.SEAL
M�1.nacemert,P�w{t tIi, 24.0 3E56 -
L72 50.43 N36'OB'49'W t� G`A �e TOTAL: 18,4CJ4
IN L73 15.g4 NOg•o796W - ALL PRIVATE PARKINS AND DRIVES SHALL BE 6" ABC, 1-1/2" 1-1 BINDER AND % IMPERVIOUS = 13.-73/33.30 (100) = 41.2% t / PE SEAL �1
Ll4 5.15 N42'36.%1v " O V Fr%^LL STORMAATER
I" 1-2 SURFACE GQUR5E. THE SURFACE COURSE TO BE INSTALLED AT THE END OF SIGNATURE
L-ts 6231 �,�,�•E 2. OPEN AND COMMON SPACE INFO.:
05 ti I NIS'33'Ob"W THE PROJECT. • `" �' MANAI SEMENT PLAN
3 REQUIRED: DATE o�
o u7 20.42 Nlo•u51•E - MONUMENTS TO BE SET AT ALL P.G.'S AND RT.'S ALONG TOWN CENTER DRIVE COMMON SPACE (10%) - 5.50 AGRE5± 1 4Q34 r
Ll8 2126 N74.0092"E AND NEW KENT DRIVE
O L74 74.$ NIb•1657E OPEN SPACE (25%) = 8.33 AGRES±
z L80 2231 NO3.5q'44'W Z ,j` CONDOMINIUMMAYFAIRE
- OWNER/GONTRAGTOR 15 RESPONSIBLE FOR OBTAINING ALL NEGE55ARY PERMITS PROVIDED: `'T`,. r '�Y` '�` *� u u
CD L81 lo.44 N36•o331E PRIOR TO BEGINNING GONSTRUGTION. + ,.M i. A�CQ THE �fILL,46� AT MAY�AIF�E
1 L82 2156 522'1321E COMMON SPACE = 3.46 ACRES_ GRAPHIC SCALE ALE 5TATE 5TREET LLG
L83 5150 1` -1 46-5q-
o - NO TREE REMOVAL WITI4IN PARKING SETBACK ALONG SHOD. OPEN SPACE = 8.82 ACRE
L84 g155 NO3.29'Oq'W 100 ,:1`t°•
o - COMPACTOR TO BE SCREENED TO MEET CITY STANDARDS. o so lo0 20o aoo NBN fIN6TOR2ORTH(
o L85 4658 N15's4'12'14 5. INFORMATION GONCERNIN& UNITS, PARKING, ETC.
i Leb 60.10 N28.26'I6"W - ESTIMATED WASTE WATER GENERATED BY THIS DEVELOPMENT: LOCATED AT THE TOP OF THIS DRAWING. G T G I
cv Lei �� N64•le'28wN OWNER: 5GALE, i"=100' - DATr=, FEB. 13, 2002 �
o Leo 1743 r82,4791.W 2 BDRM - 104 UNITS x 240 GPD = 24,a160 SPD 4. ZONING: MX STATE STREET LLG
o L84 61.18 NO3'S6'16E 3 BDRM - 104 UNITS x 360 GPD = 37,440 GPD 5. BUILDING HEIGHT: 34 FEET ( IN FEET ) 2CHARLOTTE,W. 25233
11 EAST BOULEVARD OPT ENGINEERING AND SURVEYING, INC. 5 T
D
L4o e838 N85.48'47'W TOTAL = 62,400 5PD LAND G,H16 POI
40 45.l5 536.464-I W 6. ON-51TE PAVEMENT AREA: 3.03 AGRES- 1 inch = 100 ft. ho4)372-3103 3935 HRIAN,k�RDAN PL.-SUITE 131,H16H POINT,NG 2?265
cn L9 l 4t.46 N6*02' 5M (DOE5 n T J c�U,E PAVEI-ENT.�-a+,_-.-sz 4 NEW KENT DRIVE
PI�ONES: C336)812^8900 ^• FAX: [phone]
U
y
I
rp

N/I S i ONS
► / MAYFAIRE P�4RKwAY TO BE�ONSTRUGTED S U =2O!qll / Vt ` .. REV.- a•Is--O�
\ TO TOWN R. THEREFORE, NO _2 Cj r C��I S T R E E
N.C. GRID NORTH �I/ �l/ �/ �/ �!/ �l/ �/ �/ �/ �l/ </ MP0\RY TUR�OUND 15 Iy �,E 5P Y. RG A -- Y�RPD �v �
�TII -
NOTES, \ \V pp,u W
-CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATIN6 ALL CA /
EXI5TIN6 UTILITIE5 PRIOR TO BE6INNIN6 ANY CONSTRUCTION. - N Q� \
THERE MAY BE EXI5TIN6 UTILITIES THAT ARE NOT SHOWN. -- ��1112� I / ° `1 - - Y-7 5Y C Y� MA I NTENANGE
-
-EXISTING TOP06RAPHIC INFORMATION BY OTHERS. � G�'I" �/ J 5Y \ \ -
-EXI5TIN6 UTILITIES SHOWN ALON6 MILITARY GJTOFF ROAD
-
Ley - � � O � � \
TAKEN FROM MAPS BY OTHERS. �� �• 15 - m \ \` BLDCG.
i 564 GARDEN TERRACE
hC` � DRIVE
D
W NN �� (PUUL IG DY 8„yp��ID Y �vE _ — ---- ` \
Y O pW 5D Sp yTn MOH. 20k 10'
c yTRIPE• /- �T\SI6HT ESP1T.
0 4,0 PN'
C<f�
� 6_ _ �4 54 ,HHr ESH T.
si2X f e3.. ----
�� y/
16 UNITSG"
/
I -
. � �� � �, �P.S.
lY 6 LAYFAIRE
G UBMDRIVE
UNITS
$ �' aV
R V1 a J
5(b1 GARDEN TEF
DRIVE V d)
I O �
16 UNITS r\ \ MOH.1-0
25
RETAINING WALL a cl�/ P� GL
Ell Q � 2
�/2 2 /
� �-a- E
� mT-
�a
656 VILLAGE ��' R55
PARK DRIVE
(TYT'1 ) � 5 25R 43 R - I W
16 UNITS
s �
N OR FORMERLY / p(�[
'Y 6813 MAYFAIRE W
.L7 �� \� � �� CLUB DRIVE
BOOK 1246 PAPE 102 � �' �� `-RETAINING WALL
POW.' \
L '3 L46-- L41
/ c
SrAM
/ / / / i STARS O � O bq sy. �l m 'a3. Q` ,�� / � ti -4� - ±� '.✓ i
(N �iy� L 681 MAYFAIRE� `� y °•
/
16 UNITS
��'k� ,4 ° , / ,�goo - GL � o/ �� � ; �� ,. ^T
I6 UNIT "•':'�
VILLAGE
PARK DRIVE SEAL
L �QGLU- S o w� �R) �'Qb 49
2MAYFA
`.
4 ��ll �� i?
/ m a L25 `s 1 �, 6515 CLUB DRIVE MAIL 60 w "< �.4
OFWET DETENTION `"
644 VILLAGE POND # 3 I w
PARK DRIVE x.
9,,; �6/
q
�yRb
S I TE A EA IN \oa \� �° 52 T. "�/ Y "� V)
AEG: I.5 AGRE5± DELK �
S
- �
•
GO VERED
h 5 SP. �¢ � q 4 SP. N \
SHELTER ► '� 111��'��� /��
J
(TYPICAL) L21 ,8 )e�,
� � �lr ✓ � � r v,� .01
N
Q0
Ills- - - (TYPI L) �� v� /�v.� 9 �' �, _ /�. --- -----� U L� ono
648 VILLAGE 1:4
►—� rr
\ (V PARK DRIVE O � / � �� -� � O
m\ m 16 UNITSI TENN—I S C_ O--U---R-T-SHOLDING ' F4 0 W Z
604 TOWN CENTER DRIVE ^
I Y
\ z ( WE DETENTION s, Q --- -- E o U � ►-J -.40 [~
a P ND # 3
(•••+ C
--- _- -
6 I6 UNI �, \'15.32 \A/ GR _� ( v, ,�
L NF I LTA ON (3 AGREE,I NGULD#S AREAJ N R/N � y `E'-.'645 VILLAGE 3 � I " �R PARK DRIVE AREA 4.4 1 -I
CL) 10x
►-�
I a
t - BELLSOUT / 0-4O N U
<�- �� Q - - - ►-�
cg),
0
N / / —� cn / _ N Lu O. A G R I NFL
0
�'l \ / \�, \ '-. - - ( AR- IN, R/ <C
�✓ ry , j
PROP. R/W L I NF _ 46 k ae' = �s, E r. � d) \i �j �` `x
In APPROX LOCATION OF EX s+6HT E5M T. � -"
v OVERHEAD POWER LINE t POLES 15' TEMPORARY 516N %O
APPROX LOCATION OF CONSTRUCTION �_ / �✓ L �I/ \i �/ �f/ ` ` I o
ACCE55 ROAD APPRoX LOCATION u
EX UNDERbR0UND TELE. NE � OF EX OAS LINE I w
o
APPR.OX. LOC Al ION - ---_T ^
OF EX 0A5 LINE � -
n 150�3 C63 36 `
Q �� �= L 5Tr e?bf�'°Iv I�,Q'I �b+� 1�—�o usT
13
3 _ _ �X. iNV.: 19.63 RC T . . -- EA-ttv1 21 p21 03 EX. INV.: 22.01 EX. INV: 1�6T - SITE
- - - - - - - - - - - - - - - - - - - - - - -�- PLAN
- - - - = -
Cf)
3 —_ -
-yy O
�- -- _ ,� SCALE: I u = 1
MILITARY CU OFF ROAD o - - - - - - - - o -
0
' x VolO/�O I
— — — — — — — — _ - _ ---- _ DATE: O
GRAPHIC SCALE �- -�T�- - - _ - - - PROJECT: &a-(,�.�
o -� �- EX. INV.: 21.27
c.o - STRIPING TO MEET CITY OF WILMIN6TON ��
cu 50 0 25 50 100 2pp STANDARDS AND SPEGIFIGATIONS. — — — --
- T$AIfI _ SHALL IN5T6LL AL.L J CT:
7FAff
0O Jr- AND
EXPENSE AT � /
i - ALL PAVEME MARKIN65 IN PUBLIC 0 .. . 'stop"SIGN(MUTGD STD.RI-I,3o•X 3o•J STRIPING LEGEND DRAWN BY: Y
WMS ....WHITE MINI-SKIP(4'!^YDE,2'LONG,13'GAP)
nn
RIGHTS-OF-WAY FOR DRIVEWAYS 5HALL
cn DY.....DOUBLE YELLOW(4'SOLID,b'SEPARATION
+ IN FEET BE THERMOPLA5TIG. .. . NDIGATES PERVIOU5 PARKING AREAS Y5.. . ..YELLOW SKIP(4'WIDE,10'LONG,30'GAP)
1 inch = 50 ft. - ALL DRIVEWAYS 5HALL BE CON57RUGTED TO 1,
o CITY OF WILMIN6TON 5TANDARD5. (5EE DETAIL SHEET) NSa=TURFSroNE OR APPROVED EGIUAU 5Y. .. . .50LID YELLOW(4'WIDE) v Z o I
SHEET
L
_d

_-
1 V I SI ON
\ \ 3 END OF ROAD MARKERS KILL BE
INSTALLED AT THE REGLEST AND
�I/ �/ O N.C. GRID NORTH E)OIENSE Of THE ov# M
�O^ -CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINS ALL
U U �/ \ ( EXISTING UTILITIES PRIOR TO BEGI
NNING ANY CON5TRUGTION. --
I.P.5. (>^(PIGAL) / �' LBCj/ \\ THERE MAY BE EXISTING UTILITIES THAT ARE NOT SHOPN.^ r L77 -EXI5TIN6 TOPOGRAPHIC INFORMATION BY OTHERS. To
-EXI5TIN6 UTILITIES MILITARY 0) ��(� �Cb SHOYW ALONG L CUTOFF ROAD _
� TAKEN FROM MAPS BY OTHERS.
K� ' Cp / \ TO EDGE OF MARL BASE
NTIp GAR ---- -
rn / po WASH 1 al
5 0-1,0 4815 E ----
�N5TRUGTED ;2O.gl I- RETAININ k4ALL ��� 33R , \ PERMA NT RM - -- - -
�RE,
S .1 A O I f 'I I. o
G
_ - �o � /-- ----- ---
f
,y, Y 20• s ��p_ �2)4 �4 3 END E ROAD MARKERS TO E INSTALLED
'c AT THE END OF NEW KENT DRIVE.
CITY OF HILMIN67TON WILL INSTALL ABOVE MENTIONED
MA I NTENANGE �k. ti0 jL� ( \\� \\ �j v 515N5 AT THE OYPlER/0EVELOPER5 EXPENSE.
5• 564 GARDEN TERRACE a /
"
DRIVE EDGE
J
MON
n . TEMRORARY TURNAROUND
(SHAL.L CONFORM TO CITY OF KLMINSTON) ry
25R 5TANDARU5 AND SPECIFICATION 5 /
�/ MO sV P / \ END CONC RErE CURB END PROP. -�
SIDEWALK
lib UNITS q{� � � �/
I& UNITS m -�
t �` \;- S TEMPORARY TUi?NROUND _
I.NONO'PARKING ALLOYED WITHIN THE BULB. Q ••
- `" { ICJ/ - �Gn ✓✓✓ 2.ENTIRE BULB AREA TO BE PAVED AS SHOYW
lo' �• MON WITH No ISLAND. ray
4.BASE TO EXTEND I-FOOT BEYOND ASPHALT, v
-10' / / "g �A � 3.NO CURBING REQUIRED AROJAD THE BULB.
PAVEMENT AS SHOYN. Q
680G MAYFAIRE - �-. �� � �
�� ` V 5.BASE TO BE 4'MINIMUM,THICKNESS IN ALL Z
CLUB DRIVE / 1
O �� / "g �i/_ AREAS EXCEPT SHALL
OUTSIDE 5-FEET OF GI1L-DE-5AG •fir ('o
�� 9 G G 6.�,ss IH�4L�'o e�e• INCHES. '^ erg
r OVA L NGHES MINIMUM THICKNESS. V W
- I6 UNITS �/ \, 1.DETAIL 5HOM 15 SCHEMATIC.ACTUAL CONSTRUCTION
�U `� / 3 R �� / / C) S, MUST CONIFORN4 WITH APPLICABLE SECTION OF THE _ N
ZA TECHNICAL 5TANDARD5 AND SPECIFICATIONS MANUAL. L/ m —
561 GARDEN TERRAGE p Q �"x Z `
v Z4, DRIVE ./ � ��� �
u � 0 . . . 'STOP'SIGN(M1TGD STD.RI-1 30"x 30" (h
I6 UNITS \ U o MaN. 46x 46' Mo '{ �w l, R�1 �� �o'�' ) W
SIGHT E5MT. 5 1� \ Q .y0+( / 4 GRANDE M IR 7 u
z
INDICATES PERVIOUS PARKING AREAS
y\o COURT (1U`I TURFSTONE OR APPROVED EQUAL)
� �1P �1 � � •P A - y
5L
\ NOTES•
L4
Sw IQ 'T"�° + \ - STRIPING TO MEET CITY OF WILMINGTON
20'x TO' O \ STANDARDS AND SPECIFICATIONS.
SIGHT ESMT. / / J;7'�
IFi UNITS - TRAFFIG ENGINEERING SHALL INSTALL ALL
TRAFFIG AND STREET NAME 51GN5 Al
3C119 5F
0 5zo \ THE OWNER/DEVELOPER'S EXPENSE.
i \ - ALL PAVEMENT MARKINGS IN PUBLIG
_LADE S� ��1� - \ RIGHT5-OF-WAY FOR DRIVEWAYS SHALL r�tri
DRIVE T �� -
1 U\ BE THERMOPLA5TIG.
?5R ''-` ALL DRIVEWAY5 SHALL BE GON5TRUGTED TO
Iol
�y �46'x 46'ss� n 516HT ESM'T. \ \ CITY OF WILMINGTON STANDARDS. (SEE DETAIL SHEET)
11 G . '
O O STRIPING LEGEND
SEE SEAL
a I6 UNITS I6 UNITS WM5• • ••WHITE MINI-SKIP(4'WIDE,2'LONG, 13'GAP)
I DY . . .. .DOUBLE YELLOW(4•SOLID,6'SEpARATIOW [ 149134 •(� �STAIR
S �
Y5. .. . .YELLOW SKIP(4'WIDE,10'LON6,30,6AP)
T q y4
EE 1 ti1N� q I Y N�� / 5Y. .. . .SOLID YELLOW(4 INIDIF
�\ t
6813 MAYFAIRE �� / rn 24' � \
\� ✓�\ ja�e� CLUB DRIVE
3,� 10 SP. P
?l
tl ULKALK rQ- SIDENWLK
L 681 MAYFAIRE p+� Q�
6GLUB DRIVE �� � N 550 GRANDE MANOR
MAIL p �----20'x,O' �1 GouRT
SIGHT ESMT. S
_ p AI AY
� 6825 MFRE CLUB /
DRIVE
s sr•
Z
I6 UNITS �/ '� E.' O O M
20,x 10' ryd wvu wnlc
,y► SIGHT EMT. - S:Dewa.LK // _ / I"� f`t !
16 I sP. /:ZOk�.�. GO\/ERED �" 555 GRANDE MANOR �, w
/ J SHELTER
- NET DETENTION POND # 2 0(N
PIGAL) L21 �
MqN. —� �/ w 0
fi
3 /
L N58.20' I bq.3�i' % `�� � I/^ �.
I —� — - - — N �Z <
I--�
E.I?.
\� '.� „ N E.I.P. 505°151 �IW E.I.P. 505°16'181IW E.I.P. -- x
_ - -
LLJ V
U TENNIS GOURT5 ��
HOLDING 604 TOWN CENTER DRIVE CV \ w
s } `APO D �� � � �' -T=E
-- � \\�,C
0
1 Q / rn i
�.>'� Cd
CD JLD17-5 AREA jN R/W)
IO'X 10' 7
BELL50UT N NOW OR FORMERLY
E5M�r. L
P1GAL) -a UNITED GEREBRAL PALSY
_ N SITE�- ��'� Z _� - - - L2 ( `I.P.S. i BOOK 155q PAGE 1426 i
4 - �� I BOOK 2556 PA6E 0212 PLAN
' O AGR S _ J (DAYGARE/5GHOOL) / GRAPHIC SCALE
j O l u O. AGR 1 N�LUDES N / 50 0 25 so 100 200 SCALE:
CD
I
T_ t N
( A E IN R/
PROP. R/W LINE �' - _ - K d?
DATE:07/50/200
,-SIGN � Ln
J
i, ,��•�, I � � �Rqx wcATION of Fac.
APPROXQID .LOCATION OF �•' PON62 LINE t ( IN ) ,r� .+�
-Ex UN07ERbROUVD TELE.LII�� �°6A5 L1 � _ --� sieHT`46ESN+r. dJ s EMT. d� \ --- , / 1 inch = 50 it — — PROJECT: 1 bv-0i
z - `� --_ - — — — - -.- - LINE CD
— �—
.� a 1.871 - _ _ --- --- - - - l— -� -- - --1 3 --r��.� s - — --- E.1. _ _ _ _ - - -- -- - DRAWN B Y: '�
/ _
(n _ —� — — — — — — — — — — — — — — —
OHIP ' L —
�� U&T T- — U6T
o' - — — — — — — — — — — — — — --�� _EX �'� — — — - SHEET 5 of I
— — — — — —

NOTES PREGA5T 4' DIA. MANHOLE
W/SUBMERSIBLE PUMP REVISIONS
E /�I(✓�" IONS
- GONTRAGTOR SHALL B 4l L.F.
E RESPONSIBLE FOR LOCATING ALL I
. - 24
EXISTING UTILITIES PRIOR TO BEGINNING ANY CON5TRUCTION. RGP O I.10%
THERE MAY BE EXISTING UTILITIES THAT ARE NOT SHOWN. �� / —�� �/ �/ 5 U O I I / �
- EXISTING TOPOGRAPHIC INFORMATION BY OTHERS. MAYFAIRE PARKWAY TO BE NSTRUGTED =2QgL / / ry .�3/ p DWQ COMMENTS 11
- F_XI5TIN6 UTILITIES SHOWN ALONG MILITARY CUTOFF ROAD TO TOWN15€hLI�R. THEREFORE, NO _ � O !�; ,/i; � _ _ --
TAKEN FROM MAPS BY OTHERS. M?�RY TURt�OUND IS EJ�S/j�Y. 1� `�/ / m
I 8-02
u /
' DESIGNER'S GERTIFIGATION \ NORTH i
I N.C. GRID
!-?,T Alt >! I I 1 I.JN m l r u?A 5 AND`-APE.if IGATIONS FOR;A FORMWATEf � ✓`� • '' --
I lit hr i I F IF 1 TH/I ,HIS.PI AN HAS BF'FN PRFPARED IN AGGORDANGf=
�I q
IVNAN I I lt:N, ANI GHf SIC:- 2, F- Trl[' JP OFLDINANGES OF THE UT'( �,��'i a rpm �_ 0 O ---------
Ic,NArIRF - - —, '��''''F 63i'' `� d — — G=tt2.0 � ,.F p2g 220. . . 0 MAINTENA GE — -
---- p __
I _ J- F �p o % �, ac ®F' .465i5 ��
F'RIr.I°f-�1•IAFII nNP ll t _--_�!-�14l.�s.. UQ7.. _a_ 9-". �� IJO AG. ❑
DATI .Ll. l202 _.__ rr.1tcrr--Fr,�, I, I h ly_48 -- - DRIVE -----------
.-� 3� ' '-40 L.F. - 24 � 564 GARDEN TER �i
1 'C�r �(/ 21 RGP ® 0.605t3 �L
m
/ - o 0Yl
OWNER'5lf�EVFLOPER'5 GERTIFIGATION '',�� '• '.. l ''1Y _ _
'1/WF t•r F,f i fP_TIFY THAT ANTCl FARIW (RAITIN, .ONSTRUGTION OR Ai+ a ���` e�� 30 ,� fo 130 L.F. I8" RGP 60 —
DL-v. h_- H : 'Ir i IE`:-E. WILL Fat I•ONt:: r,.h�U r''.Nl 70 ,HIS PLAN"��M ?♦ ,_ �� yT�xz �.�' _
ANLI Ail'L.iC. Ti tl - -t c�h'11'1fiF{'Q�1A Ai'E rFlT":TiNCfFF49A,S ^ ,r>
F'ECrlPub fiv f iP4. III ':I I imi rON THE [. OI NORTHGAROLINA -
ANI 111E rtIIA kAl. •�,'�'r hell It'I vi' ." /' - - -
.FI.zFHY MADE SARI-
J �
OF If
PRINli-r IIANfF AND TITLE
�y, v, ,ice �, vJ/ 6 v.V v� ' m° 30 \ NIT
CAA i,_ �� I / N N JA, -_ �- I6 UNITS
S .•. ------
� /
.j, vI C.12` \ I.
P.S.I GA ,
680 MAYFAIRE
31,0 1 f= B
L, U DRIVE 8 T-
�% �- i, ✓ �% l/ v� �' T 'a r __� 16 'UNIT5
o
\ uz
TC -- ��
A �1�,' �\ 561.GARDEN.TEP Z Qt-
I s2 30 C� 'DRIVE V
�� �6 O orwwbe wv 2 f� CV
I "�'5 o ,2 I6 UNITS \
z
L,O
RETAININb WAIL
Th 3zo TG` t
.32 / / 3230 91 30 31.elo / \ V 1 j�/\/KEN 1T i-
2
! rc.2 2JI
T�' 31b0+. _
�— O.0 31.30 I rw TG I
32,0
� • .•' .: �TI
PARK DRIVE
I.P �. •' I5 Q / t P
/
/ � LF.
(TYI'I�"' .L' '' /I O � 3 is p �h+ y . - 3O RG O' �0 1`>� t5" �
� `� �� -� � �/ � � � /� / .. .•' \:.. J7D�� .' ,o � 16 UNITS I I t26 L..F Io 32.,0�; � ���•�
32 \JL
5
iTC
3o L
/ IN?
s .yO 3r 32
E EN 31& m
o
/ � / � '. 7 AG. ,�� � \[`,�C +� '��� 6b13 MAYF•AH2E • 1 Q]
NOV4-OR FORMERLY _ -
_.-- ( _, � n % • `�Sq •�� � , . GL•UB'DRIVE ' m
GOBS . .. . . . . I,
300< 124( PA 10� RETAINING WALL3250
;
•. rC 3_30 /
� . F.F.: 32.00 •. �
TG 30,C ,I
DFNtL46E AlWA ° ( G i t+r,,ir'
TC
/// � JN � Is 14• ►4• / l,.,.: / Dais �+► � ✓
1, Q s� _ erg < �• � �-% •' s BI L.F. 15" SEAL
F �L 681 .MAYFAIRE
16 UNIT: �� cL VE� / ' 14984
16 UNIT
15"
vttk .e �� �/ w
\� Z "
2 o PARK DRIVE /
GLU S
3r i➢ilb MAYFAIRE 6O ♦�♦*
���� � DETEN �' \ MAIL• . 4 •� _ L
GLUB DRIVE
� $<•R I IL b
aR 64A LACrE• OND A� -2 / 7 a Aa.o
' C - �, ° 2"FORGE MAIN TO
PARK DRIVE 0 �� " 36 h I-FILTRATION AREA
S E wwu /n
C m
; J V 31.F30, +sf'" 3z � FV o�erc.) �4 3 � '� � �` -1_ •
� � • � � ` I ' � � m 38 L.F. - 15" � � 0 9 � � , ��
SITE A EA IN �! . . ,:. 3I`ic ' 3( 3iio TG... /. h�F•' d, W W W W _ \\ �8 RGP o o.,QJ�S ° /• C <,048A 22 o ;RGP L.F.
I -1 �-•�
m r 'moo.
N
AEG: 1.5 ACRES± Sao 3p �� 3�S 31.E .�
N _ $ I 3t30 - W W \ O 'TC O
•J TG O �• ` / • �/
�` vio Tb 3. 30.,0 I9 --�_ l0 L - 15" GO Y ERED
0
RCP o.2s% SHELTER H
I ❑ � �..F. I' 100 L.F. - 15" RGP o 0.40� TG SLO EASEMENTS 4/
INFILTRAT N AREA kh t6I�7 15" RG O I .3%' ® ® ® 3 m� (TYPICAL) L21 %' U
(33827 S.F. TOTAL) - ° 75 L.F. _ O J ►�-I
LF. - 42" RGP O 0.5096
�I u
i P�EGA5T 4' DIA. MANHOLE
AL)
`� vr/
TOP OF DAM / SUBMER5IBLE'PUMPS ---- O �"� (Yi CXJ
V
\ —J � 648 VILLAGE �\ , � ... .. .. . ; i Q N ELEV.: 29.60 �i I O
PARK DRIVE / -� 1 --- ----- -
CV U?. / / - --- -------
\ •...... . . . . .... . . . � � % FORE$AY �� �✓ ill/ � C4
I6 UNITS o
L-- Q HOLD I N6
4"PVG TENN15 COURTS 0 Z w W 4
((� - _ 7 ;/ RIP 604 TOWN CENTER DRIVE ►--�
�-- A a 3i30r ® �_ - t3AFF� w '4 �� �� v #'. FORGE MAIN I--�
\ BOND 4/ -_ _ E-'\ 0 z NOT U5ED FOR WATER QUALITY
< cv WE DETENTIO STORM To WE, NTION ( ,
-- —
pollll�"�2 FOR TREATMEN I.
) W
o
PIPE
-� SPREADER / O\ EL: 24.00
m SWALE U L`I
�7
16 UN I NORMAL; POOL 3•� A G I \� �"� ✓
ELE'v 5.00
/ ,04' ` \V (3. AGREE/I NGULD4,5 AREA)N
'• _ 2q
c: .. F.F.: �2.00 645 VILLAGE .. _7 1
2
�' / � ••vi+;,,Iiwee',�si,uris� . .. . PARK DRIVE /� � �> O X 10' � ►-+
,j Lt
PVC ORIFICE 5q � B E U
_ ESM
I BOTTOM 0 POND C4 I -
2"PVC FORGE MAIN 31 OVTLET STRUG 21 h" Y�
VEGETATIVE �`! FLOW SPREADER�� + ' ''�' 8
J /
FILTER m MECHANISM ErcY TO L.F. - 5'
\ LWAY RG
SPIL PO Sis 36 L.P. - IS" O AG R) = 0
� � �"='� — .J; �,,, �, � ,� �✓ �'✓ v� . nA y RCPo 0.42sts O
Ua AGR I NGL. •
a 2 28
\ , ,} N m ARE
ti
PRop--R/N LINE � \J/ ✓ ✓ \I/ � q L
APPROX LOCATION OF EX. PRECAST 4' DIA. MANHOLE -
c OvERHEAD POWER LINE t POLES 15' TEMPORA RY q• W/5MMER51E LE PUMPS 5.0'x 5.0' \ O
CONSTRUGOAAD 224 LF 30 L.F. - CONCRETE EECAST LEV 2G.60 F DAM �/ EX.aVER6ROU D TELE.L API�ROX.LOCATION`' �� ` °� �
�APPROX.LOCATION OF •
v APPROX LOCATION OF ACCESS VEGETATIVE FILTER [�
n EX IJNDER6ROUD TELE. PE TO BE HEAVILY GRASSED.
30" RGP O 0.67R5 }ZISER OF EX 6A5 LINE ry (L]
c u OF LX. vt.5 1_INL ---- - > -- �- 6' - --- - -- - GAS - G - -4q f 8 ---- - - - - -- - -- - -- -- - -- -- -
-.5 - -- -- EG.M. -- — �� S�i6:15 -�
- STorl� � 150.�73' 6336
--sir •�- - i KT /^��° I I ,{^ /�I �Q — — — I
I KT
Ow
mot-- — — — -- Ex. INv: 22, _ T -€ES �T GRADING & DRAINAGE
— — Fx-rrdv_: , 03 — , r. 2?.os — �9N5TR lf-TiQi�lN —24" RC - - - — — — FX — PLAN
— — — — — — — — — — — — — — — - — — — — — — -
--- — — ESfNI -
- - — — —
-- -- -- -
I • I
Ui0FF ROAD 5pMILITARY C
DATE•=? O :ZO0 I
GRAPHIC SCALE -- - - - - - - - - EX_1NV: 21 _-
Z - - PROJECT: I&0-C 2
i;U 50 0 25 50 1� 200 _ _ - _ - - - - - - - - - - - - - - — - - - -- - - - - - - - - - - - - - - - - - - - - --
NOTE: � � �ai\\\`�, LIKAWN BY: My
c, ALL ROOF DRAINAGE SHALL BE DIRECTED INTO EITHER THE O n
' CONTRACTOR SHALL USE CLASS IV RGP STORM
( IN FEET ) j LITTORAL SHELF HERBACEOUS GROUND GOVER WITHIN PARKING LOT, STREET OR OTHER APPROVED DRAINAGE FEATURE, PIPE ON STORM LINES 3, 20, 35, 36 d 58.
50 ft. , %�� IO' VEGETATED SHELF. (SEE SHT. 15 FOR PLANT LIST) 54JGH THAT IT ACILITY DE5161LL BE NED OR THAT DRAI LECTED AGE AREA. 'SENT To HE STORMWATER � ��«0 SHEET 4 ®f I I
2 1 inch r/,%"
L
2
1_

STRUCTURES REN/I S I ONS
NOTEa:- CONTRACTOR SHALL BE RESPONSIBLE OR LOGATINGWALL � W
i�oposED 84'O L.F. OF \
EXI5TIN6 UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION. OGl t D D I H \
THERE MAY BE Exh5TiN6 UTIUTI��,THAT ARE NoiT,SHOWN. TO OF DAM- DRAINAGE EASEMENT }�- � � � � � �,, STRUGT TYPE TOP INVERT INVERT STRUGT TYPE TOP INVERT INVERT REV.. B-Ib-o2
V ��� EL V.: 2cl. FOR DITGk RELOGAT& OVER FLOlN DITCH FOR 5E SPRAY �G ) \ « IN Off IN r
- EXISTING TOP06RAPHIG INFORMATION BY OTHEk5.
N MILITARY CUTOFF ROAD NC. CRID NORTH - REV.. q-18-02,EROSION C.Ohe-�xT5
- EXISTING UTILITIES SHOWN ALO G
TAKEN FROM MAPS BY OTHERS. \I/ � \� I❑ DI 30.00 - 26.88 46 GI 31.00 (4"��) 28.00
y �/ �// I GRASS LINED ❑ 28.00 I DWQ COMMENTS - 11-8-02
/ 3 DITCH a GI 30.20 27.20 41 DI 33.00 30.00
NORMAL P ELEV.: 25.00 -� O
BOTTOM-,OF POND ELEV.: 21.00 \ �g ' _ ❑3 GI 29.70 26.70 (I)(2) 26.60 Dale. 30.20 27.20(40) 27.00
70 L. . - 15" / 7 > \\ IELEV. ® GI 21110 26.42 (5)
\�/z2 RGP 028% � BOTTOM OF NEW 26- 27.51 (39) -
^ ` DITCH ELEV.. 21.00 I q I - - - 26.-f0 (5) - ❑
DR 1NAC=E EAS NT �y� \ �7 5 (TYPICAL) ,,IIJJ ,,11,,�__� �/ / 3 n s - 52 MH 32.10 26.,5(4U 26.-r0 -
y� DRINAGE EAStMENT
`i FOR bITC:H RELOCATION / ii, ! 29 I ` L� 85 L.F. - I5" FOR DITCH RELOGATIO ❑5 GI 30.20 - 27.00 29.00(42J(43)
b5 O 01 5% © GI 30.20 2-1.00 ® DI 35.00 29.50
/ ' � �� �2 ` 7 GI 50.20 26.15 (4) 26.10 sl DI 55.00 - 2LI.50
sA ❑ 54 GI 32.00 26.42 (44) 26.55
108 LF i 3O` + _ - 26.-10 (5J(6J
VF6ETAT1�"FILTER \� EMER6P_`NGY SPILLWAY\ � - -__
TO BE HEAVILY 6RA55ED. ELEV.. 285L30 .F. - 15 ��rl ❑ - - -
47 L.F. - 24" ��jY -w ® ,y)j DITCH �ON ® DI 30.50 25.00 (1) 24.90 28.50 (45)
I �CP 01.0% T 0 G O `8� l <op N.TS. - - - 27.00 (8),(`1) - ❑ -
F OW 5PRE7�15 G 53s• --
MEGHANI5 ` j31300 25.g4 (38) 25.00
8 E 3i RETAININ ILL / ® _ ❑ D1 32.00 28.50
�NSTRUGTED S O =20. I 1- /" -/�AY (V 0 31 35 L.F. - 15" iO Oj y `� - - - - -
t Br4Fp� 3 o G 3I �/ \ �� / 10 DI 50:70 28.50 - 25.25 (46)
-)RF, NO �N`! �� / �/ �F RGP o 1.43% GC 9 / iI GI 30.70 24.52 (10) 24.40 FE5 24.60
<ou O _ - - 25.88 ( - 50.110 -
21 27 O
_ Tr 41 GI 28 00
•� \
�'�p � 12 GI 30.00 O ®2 GI 30.90 27-90 27.80
w 13 GI 30.40 24.11 (12) 24.05 GI 31.10 25.50
\ ' S 4.0'x 4.0 ,! 3o ao \yJ m y ❑
/ GONGRE i Wrl LF'��19b I T? / I _ �- - - - 26.83 (17) - GI 31.70 26.80 (36) 26.50
15"- .. . . . ..RISER' MAINTENA GE 3r ®r° ��P o y _ 28.00 (37) -
RCP O.0.28%' GRST 4' DI - -
® 2i W/ rA5T ' 0 MP5 LDG. / /� 25.50 (13) -
PRE
❑ 3 m 56 CARDER E aToo �j Opp 33sc 333U i i 2q DI 33.00 30.00
DR I 14 DI 32.00 25.75 -
O \ \ o FES 30.00 r-
•, ._ I RGP O Ob0% ,.�,
Q \ DI 52.00 - 25.50 r
30 I G L. 4 LI ® TG /b� \ \ a I6 DI 51.50 - 28.50 31 MH 52.50 29.50(22)(25) 241.40
' 220 L.F. - '• R L F _� " .� �� ai�o+
O ® �`` ,
RC O 0.465K .' ® s2so+• 3p _3 _ _ � 0.205•�®. ® '' / 1732.00 - 28.50 32 GI 30.70 27.70 27.50 -
/ \ DI -
. 18"'RGP o 0.68%". Tc � •�+'`' ��j / . Q
• O \\ , DI 3L90 28.10(14)(iS)(ib 28.00 33 DI 32.00 29.00
lc 3sio _ / 19 GI 201 50 23 02 (18) 22 78 ® MH 31 60 27 13 (25) 27 00 Z
UNITS / ��,�
�� 25.90 (19) - - - - 28.00 (26) - � TF- L
P� to
- 35 GI 51.00 26.11 26.00 Z Z
25 02 (53)
rcA 3230 � •' S/ �S� ® FES - 25.00 GI 2Q.75 25.86 (28) 25.50
} Z
27.50
I6 UNITS o 6. / �R �� ❑ _ ❑ - O
51 _ / 22 DI 30.00 27.00 26 GI 29.80 26.80 U
I C W 3 \ U); 3zao ° L. •1�8% s.,s tiC L S C 23 MH 31.00 (�26 5�'�) 26.40 ❑ LL
Q 2
21 GI 29.80 26.70 26.60
P ° / -cf
N \ \ N G T 24 DI 29.90 26.00so)(sl)Cs 25.50 FES - - 25.26 Z
m + 26.50 < t-
>n
/ 323° .• 0 ® yT -� / 25 DI 31.00 - 27.50 31 DI 29.50 -
m
68pq MAYFAIRE ( -
I � DI 31.00 27.50 ® DI 30.00 27.00 W
/�_ ' \ �� .�. � '®•. 2s.'c� � �s/ /O 51 FES 22.50 � MH 30.00 26.28 (30) 26.20
!!
\ I6 VNITS �.�• TG. ,r . 32 ��/ W 1
O \ ?80 L P S� ��` ® FES - 26.00 _�u-
. . . ` �+ p �4" / (TOP BRICK) V Z
L \ P -
\ 561.GARDEN.TI=RttAGE � CA® O�� RISER 26.00 Q
''DRIVE Q ,\�w� \ _
FES 25.50 Lu Z
cl) . .. . +32� srw� ® RISER - (T02IGiU 25.40
2
..� 16 UNITS 32 �.. .. . . . . .. - 4•c�RANDT �R obb - - Q
+92E0 f :F •�'�:0U �i \ bl FES 25.00
uMTs - GOUR
DI 30.00 - 27.00
25.00 t�1
W 2 n� � ` 4 \ b GI 27.75
3 N 1 o 'L 7 31 3 Ia \ ❑
O ff° Cp ❑s G1 27.75 24.55 24.50
°RMNF6e AW I6 UNITS + 0 0
� 36 L F• _ I B% \ uNITs 3z io FE5 - - 24.60
-
RGP o o 0c a2Ti�+ 08 LF (� 32 4� 61 RISER CrOPBBROI GIU 25.00 I y i1111 e j f
�• 3 b8 - - 4.50
rya 33 ❑ FE5 2 �+►�`'�
33 3�3o MOTE: `i `,•°' kSSi `rrl
_LA6E O J 333D �J3O \ \ ALL ROOF DRAINAGE SHALL BE DIRECTED INTO EITHER THE '� Q '
RIVE 1 + 00 \ PARKING LOT, STREET OR OTHER APPROVED DRAINAGE FEATURE, `�: � '
I i THE 5TORMWATE
�. . :. .. . . . . .. . . .I6 5. . . . . . 4�3t
ry
,,,,�,,�„ • 13. LITY DESIGNED FOR THAT DRAINAGE AREA
. . .I I. SUCH THAT IT WILL BE COLLECTED AND SENT TO R � '/�I,»
� �, •. u�„s 3��° TG+ ® UNIT � � \ GI �('}'�. � .+�'
y
16 UNITS s�.4� + ��+ n� \ \ :•�'' �,� ,tic's
�. I I � NOTE:
m(y s3To Tom 33 GONTRAGTOR SHALL USE GLASS IV RCP STORM T.w
T � � PIPE ON STORM LINES 3, 20, 35, 36 8 58.
rn MAYF.AtRE I 2a.q Tc TL ® \
6813 32b s2.•a \\ \
f ' , CLUB DRIVE m 4s (-
< m I� Tr .F O ;o -Z \\,o P ° 1 - /Sro \
C�
m z
i \ W ❑
L04M I Ld �D
r._1 TG TL m N
H EMERGENCY SPILLWAY U
681 .MAYFAIRE ..... . ... ELEV.: 29.0
POOL GL rn ��� h 7 ►�
0 F07
earn 550 GRANDE MANDR ��
I - - LLA^T
\
v% 6818 MAYFAIRE O 60 i 3. T .U�' 4, \
CLUB DRIVE MAIL � '�//^, (� •RGE MAIN T Jt..O.O. . .. .. .. ... .. . . . .
'Y TRATION'�EA 6825 MAYFAIRE CLUB h 78 ° 0.6
}
Q 4 DRIVE
.�h + �m 16 UNITS 10' POND MAINTENANCE ACCESS 3 / j j Q eq
��S •' 4 W 32 f Tc w+s sav�c / / � �°`°ry � O r...�
F/1��� m� ❑ 9 2 c s 323°.. . �� es. / AND:r PF
00
m N �T;o RIP-RAH' u Z w 4
. _ AFF O �
T �
O '. GO�ERED �� 13. . . .. . 555.. pNOR I POND # 2 4I•�1 U CY w
T DETENTION-
1 sl.,o SHELTER si.,o+ 4•PVG FORGE MAIN °��
/ 7R ^/y TIES INTO G.I.x 4b
W
- ---- -- 3'F MAIN TO INFILTRATION AREA :. J� � W (-`
PIGAL) L 3 hti v �+
r �fCP` 31Bo. 25 FLOW SPREADER- I 0" -277 L.F. - 30" `� w
N 9 �QQ sieo+ VEGETATIVE FIL MEGHANISM + RGP O 0.14%
ZZ+31A0 I6a.3Q \ �_ _.------3- .
O NORMAL POOL ELEV.: 25.50 �+-� � Cn
�•I•�• BOTTOM OF POND ELEV.: 21.00 � _ O U
O I 11 E.I.P.
CAST 4' ;MANHOLE 5O5 I S W E•I•P• 505 1618 W � � U
ll 9 � VC/ 9;8 LZ51BLE,PUMPS-f L µND )\ /
c I5�' � \ INV.: PREG T 4 DIA.MANHOLE ZOO-
(„ � 26.00 / / kv R515LE PUMPS 5.0'x 5.0'
„ PREGAST �
TENN15 COURTS �� 4 P`/G GONGRETE
4•PVC � � 604 TOWN CENTER DRIVE N N +z3s3 _ X
PIPEHOLDING FORGg MAIN )F�iIG�NFR'S GERTIFIGATION RISER o
NOT USED FOR WATER QUALITY Or.�ES) � (N rn 365 LF °I HEREBY CERTIFY THAT THIS PLAN HA5 BEEN PREPARED IN ACCORDANCE
STORM WATER PUMPED TO WET TENTION N VEGETATIVE F TER / WITH THE LATEST MIN6TON NDARDS AND SPEGIFIGATIONS FOR CITY ATER /
u PONRM)2 FOR PUMPED
9 MANAGEMENT G PTER 2 F THE CODE OF ORDINANCES OF THE CITY
\ 1 v� \�vV fig. CBE HEAVILY CD. OF WILMIN6TO
c> 4" PIPE' : 22.ae sI6NAlURE:
EL: 24.00
n 3 b0+ \ PRINTED NAME AND TITLE: P. / LITTORAL SHELF HERBACEOUS GROUND COVER WITHIN w
'AG� � �`- 3a.. 3I
/ 10 VEGETATED SHELF (6:1 SLOPE).
,\ \ / ,I
N DATE: Z RE615TRA ON NUMBER:
2q I (SEE SHT. 15 FOR PLANT LIST)
- 27 + RECEIVED
RE PARCEL IS OWNED .�1�)I/IIIy�
JL DES ARE A,,j,J N R/W) �, 7 I
llT ® O'x 10' ( 2- e_INV BY T TOWN CENTER OWNERS
0�4 N NOW OR FORMERLY , �� ... �'•.
UNITED CEREBRAL PALSY '' � Z NOV 13 2042
> �G, BELL
T / 2550 IATION. G'
PIGAL N / / BOOK 155G PAGE 1426 _:�� / •••p = GRADING & DRAINAGE
�(p 'L I.P.S 6` / SEAL i s �Q PLAN
14984 •'
- - L _ __-- _ - --� ' BOOK 2556 PAGE 0212 � P
- N (DAYCARE/SCHOOL) :� '. GRAPHIC SCALE
ROJ #
o (� PROPOSED DITCH REL ATIO ��9 FiyGim��Q:�. �t II 50
I
qIV ACjR �J _ TAKEN FROM PLANS BY T IRS / �i� ' '''''p Ta``� ��� 25 gp tOD 200 SCALE.: � p
EMER6ENGY G� O Q 111', ,
�I vL 5PI� s ' O. AGR INCLUDES N EXTEND Ex. 42• RCP •
` �M 50 D ----- -- ----- -
RELOCATION _ _ - ( R/ I 3 INSTALLOSADWALL / OWNER'S/DEVELOPER GERTIFIGAf��
PROPOSED DITCH RELOCA m \ ARE I N
"11V E HEREBY CERTIFY T ANY GLEARIN6,6RADIN6,GWTRUGTION OR DATE;
M PLANS BY OTHERS DEVELOPMENT,OR OF THESE,WILL BE DONE PURSUANT TO THIS PLAN
I AND THAT THE APP ABLE 5TORMWATER MANAGEMENT GONDITION5 AND
TAKEN FROM ��. n/I,�! LILNE \\ O - O 26 REQUIREMENTS O - CITY OF WILMINOION,THE STATE OF NORTH GAROLINA ( W �"T /-------,�A---._.-..
.I R Y \z Ln 25 AND OF 7HT5 FEVE �R,1MENT AND IT5 AGENGIE5 ARE HEREBY MADE PART i inch - 50 r ft, _ i I(00- :2
_ PROJECT: V V
,�/ I/ 24 24 - - ---
�t //
- - 25 5I6NATUI�E: _'APPROX.L.CV, oN of dJ / 2 6 _ - - DRAWN B V: mv
` gp�R4X LOGATION� �� rl
EX.U TELE.LN�� OF EX.6A5 LINE �_ - -
AS LINE TED NAME AND TITLE:
z �_. _ ----------- -- - - -- DATE: -
-----
- - -- -- - - -- - ---- 150.73' ---- 165.56 E.t. -
4g1.811 - - - - - - STONE �T- - - - - - - - - - - - - SHEET

NOTES:
- CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL ! v
EXISTING UTILITIES PRIOR TO BEGINNING ANY CON5TRUGTION. ( I� �
THERE MAY BE EXISTING UTILITIES THAT ARE NOT SHOWN. \V °�/ \V �/
- EXISTING TOPOGRAPHIC INFORMATION BY OTHERS. \ _ -
- EXISTING UTILITIES SHOWN ALONG MILITARY CUTOFF ROAD M TNFA_ TE PARKWAY TO BE NE, NO ED =2O.gl' v
REV.. 6-16-02
TO TOWN�S€AIIER. THEREFORE, NO .GjI is I J' STP -E YARD
M�RY TUR OUND I S E�S/ ZY. �G 2J � _-- ---- Y /�` HYD. Cc'y
TAKEN FROM MAPS BY OTHERS. �/ �,1/ U � �/ �/ �/ � � � � � � � � � " \ � � /
1 - `
bll
xzH __ —� N Q� o( q�' PROP. 12" D.I.
sRtD ��.<J ---- --H WATER LI BFP LOCATED
x.c. - W� G;112•Q1 y�/ ° b"b� a INSIDE BLD6. I NTENANGE ---
N TERRACE
boo --
LSAND
��" CW OIL TOR
1IL - ---
/ AIZATOR ESMT
A.
.- 12"x 8" -
12"-�- TEE
6114
-- -
� PLUG rs�_ % � stre O/ --- ------
11
PLO ----
NOTE: > (6V )AN. MH
16 UNITS 8"
20'UTI ITY ESMT. 'tN� _ IN TONN CENTER DRIVE SHALL BE 12"X 8"" GV
THE Y�sI-Iorw A5 A CURVE
\ / / GEN EF Ep A FR na v ' D B STRA16HT RUNS AND
FITTIN65.NO 5ENDIN6 OF PIPES 15 -
_ ALLONED ON ANY MAIN.
ICA
—_ ,_ 1 b8 BMDAYFAIRE � ¢ In
FH _ ` g� O �V✓ V W -
/ o ,��I GOA 16 UNITS
}? _0 �b 6 P
/ W - �' �/ / ) b crL ��j�i �• Q� 56I GARDEN TEF
DRIVE
23 Q� \ , 16 UNITS
�h >-F-
� \ 25 _ � / /
/ �_ _ TAININ6 HALL \
--- LL
5AN. MH
2
< r
d b'INE
�• / � LINE 1J �
�f/ � � 636 VILLAGE -
/ I.P / O' PARK DRIVE 8" 6V IY N
i
ITY i \ dJ
I Z (f�
T
UTt51'(�1' I � LLj
I6 UNITS
Z�1 ' 2•DOM
/ /� �✓ L '%
/ / /� / �� @• \ '1 P 16 `t�l.,} gam,
NOK�OR FORMERLY / '}
` 6813 MAYFAIRE / l
/ -- .� �- "x 8" \ GL\ PROP. CLUB DRIVE In
GOBB �j L4� �� �� �� � 5AN. MH i C�
BOOK 1246 PA 1O� �'�j RETAININ6 WALL
L31 q L40— L41 ti �� s �J i ,%`N' `�a ^ryti �` .�•``�•*`CA��P`''�a
� �y
L24
PROP. I j�l/� 681 MAYFAIRE�
e'OR 12' 16 UNIT s. 16 UNITS 'Y SAN. MH // �� { `/E 2� ;EAL i
WATER VII 19E+E ".
PARK DRIVE / �� GLU 5 �"�` 14964 }
(GENiERE{J OVER TEFL MAI \\ +
20' ITY ESMT. \
b"FIRE LINE / t b b81B MAY�FAIRE r x A C
b'6V-1 2"x b'O WET DETENTION / �P\�l L25 CLUB DRIVE M i 6 .,`
Lu X
TYPIG FIRE LINE 32.oG — 644 vILLAGE POND # 5 o scams �2 6 8 zr 2
" tr
/� F
CONNECTION PARK DRIVE
TO �u
TER MAIN
n 2'DOFF.
o HATER-
2'
i
M
51 TEA A IN \ MIS ,�' \�i cRoss V) Z
N AEG: 1.5 ACRES± —1-1 Is TEE '� .28 W ,,�
4
GOVERED
\ — 2'by (2-61F SHELTER
F
U
(TYPICAL) L21
PROP. 2'
METER ✓ F---1
1 N. MH / N ,7
_ c PROP. � O FORCE MAIN a/
SAN. M �I/ � {•--�
I _- BAGKFLOW DEVIGE FO THE DO 5TIG AND FIRE
LINES SHALL BE LOG TE INSIDE HE BUILDINGS. r.,
- PROVIDE 10 EET SEPARATION BET EN NA; METER - f � �
LEAN- 5. � I ) (TYPI L) �/ /�/— `/9 \I/ N r �- O Z U /'r N
BOXES AND y -
- THIS PROJECT SHALL COMPLY ITH THE CITY OF WILMINGTON PAR DRIVE Q r I�1 O w
GROSS, CONNECTION CONTROL IRE N 5, INGLUDIN6 (� O I F- / a � �/
Q 8 --1 - ---L - Y-i d " � U
ANY IRRIGATION SYSTEMS. WATER TES ANNOT BE I `� � �
RELEASED UNTIL ALL REQUIREMENTS ARE GALL 343-3GI0 10, Z 16 UNITS T \L
FOR INFORMATION. ((� SEP ION HOLDING TENNIS COURTS L ' W �?
- IF THE CAN TOR DESI 5 CITY WA FOR TION° P -"- ao• `1 �/ --
PR ��i/ �/ - 604 TOWN CENTER DRIVE ► _ ►-�
(AFTER MAINS HAVE BEEN E NDED TO 51 E SHAL SA M�H qo• b'SEVER PROP 8" yyATER ONE
- _ / , ✓ �OND #
APPLY IN ADVANCE FOR THI5 5 VICE AND T PROV'4Q� SERVICE �I V 1-�
--
A REDUCED PRESSURE ZONE (RPZ) B�KFLOW TION \ Z — — kqE DETENTION
DEVICE ON THE DEVELOPER'S 51DE OF ll-E ,qTE� BOXI 2O'UTILaTY T. ~
J r' / 1-1 ►� �-1
- SEWER MAIN 15 PRIVATE. I
l
- WATER MAINS ARE PUBLIC. A 20 FOOT UTILITY EASEMENT / lX �6 b sEV 16 UNI 5 ✓ O\ ' �-_ _ 1_ __ - --.- -- T
WILL BE CENTERED OVER THE WATER MAIN. THE EASEMENT() �.�� � �{�- J w V)
SHALL BE RECORDED PRIOR_Gl.FINAAr-AG6+rrAt*te B'f-fits
CITY. Lu
rn - 12" WATER MA WITHIN MAJOR THOROUGHFARES SHALL BE D.I.P. 0 I I NF I LTRA ION (5.£'� AGREE,I NGULD45 AREPJ N R/N > U i O I � Z
c. WATER LINEN5IDE MAYFAIRE GAN BE G-GOO PVC. D.I.P. TO BE Z �3 AREA�,` S �.0� PARK DRAV�E / r
USED WHEN PROPER SEPARATION CANNOT BE PROVIDED AT SEWER Q1­� �:) V)
GR0551NG5. IF G-GOO PVC IS USED, A 12 GAUGE MIN., TRACER �° �� �y
WIRE MUST BE INSTALLED FOR LOGATING PURPOSES. O o ! �(/ �✓ �' {{{��� BELL / ✓
�iJ - FIRE HYDRANT BRANCHES SHALL BE D.I.P. - I cVw I - - ESM'T. L I U
- WATER METERS SHALL HAVE eL- � NIC HEADS. \ (� RETAINING WALL ()) - --- -- /\ IQ "`
1
� � _----- �'�
- PROVIDE GLEAN-OUTS VERY 50' ON SANITARY SEWER 5ERVIGE
coy LINES. Q.
- THI5 PLAN MUST B REVIEWED BY NEW HANG VER COUNTY SINGE
THI5 AREA U5E5 NEW HANOVER COUNTY SEWER. �� - O AGR _ o
5AN. MH w O. AGR I N&1._ Z
CD
C1i INV. OUT: 18.00 I �� �- P�ROR''" C
LINE ✓ L, , 6 N In ARE IN R/J �.
(� 5AN. MH I APPROX.LOCATION or-EX E - �
OVERHEAD POKER LINE t POLES 15' TEMPORARY �O
Q RIM: 21.00 GON5TRUGT1oN ✓ / l/APPROX LOCATON OF
INV. IN: I1.11 APPROX.LOCATION OF fix " ACCESS ROAD EX.UNDERSROUm TELE. �\I��// 6 LOCATION
EX.U DERbROLWD TELE. NE
INV. OUT: 1� FH
ion
,f.. t x GAS I.iNt` �� 8'G\/ 'G1/ �- _- _-... -- �..-- - --- =- '--- �— ----6r"=� - --- ---- - -- -<-A.S - -- --__.--- -- - - --- --- - ---- - - ' -- ----- —.__--- - - --- ---- -- - — ----- ------ - -- _
PLUG w/ 2" 13.0. '� - --
_ _ I "Gv 150 73' Ib3 36
ow
_ - Ex - -_ - - - . �2'�2• L116T UTILITY
_: -- — ®--Q.Glib — 2 h" RC ER-liter/.: 21 03 EX. IN', .
__ 0 i E' -
- - - - _ - - - - - - - - - - - X - - - - - - — — — PLAN
MILITARY CU OFF ROAD o -- - — - -
- scALE:
R° --- - --
-_
�� `_ — — — — — — — — — — — — _ -- - _--- -------- ---- - _ DATE:17
<D
GRAPHIC SCALE - - - - - - - _ _ _ - 020C)I
Ex. IPJV.: 2, �� PROJECT' I f�C�-C72
— — — — — — —
200
u 50 0 25 50 100 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
c� - - - - - - - - - - - - - - - - - --- —
N n --_ DRAWN BY: my
( IN FEET )
1 inch = 50 ft~
L SHEET (o of 15
0
L
1.

- CONTRACTOR 511 ' 8E RESPONSIBLE FOR LOCATING ALL
EXISTING UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION.
THERE MAY BE EXISSTING UTILITIE�,THAT ARE N�SHOWN. �. R OGATED DI H �; \ �NATER 4 SCHER NOTES:
\
- EXISTING TOPOGRAPHIC INFORMATION BY OTHERS. �y
- BACKFLOW DEVICES FOR THE DOMESTIC AND FIRE WATER ,_8-I6-02
LINES SHALL BE LOCATED INSIDE THE BUILDINGS.
- TAKE NF UTILITIES SHOWN ALONG MILITARY CUTOFF ROAD/ \ 8.OR 12' - PROVIDE 10 FEET SEPARATION BETWEEN WATER M
TAKEN FRAM MAPS BY QTkiERS. , i
ETER
6 I MAN BOXES AND SEWER GLEAN-OUTS.
-� 6"FIRE LINE THIS PROJECT SHALL COMPLY WITH THE CITY OF WILMINGTON
\1; O� }� �, " GRO55 CONNECTION CONTROL REQUIREMENTS, INGLUDINGa.6-OR ANY IRR16ATION SYSTEMS. HATER METERS CANNOT
------ -_--
61 GVJ 2 x 6"TEE RELEASED UNTIL ALL REQUIREMENTS ARE MET. CALLLB343-39i0 - -
/ ( FOR INFORMATION.
(TYPI(AL) \'� TYPIGAL FIRE LINE - IF THE CONTRACTOR DE5IRE5 CITY WATER FOR GONSTRUGTION
�— L-7-7 ( CONNECTION TO (AFTER MAINS HAVE BEEN EXTENDED TO TH15 SITE) HE SHALL - __--
/ ^ WATER MAIN APPLY IN ADVANCE FOR TH15 5ERVIGE AND MUST PROVIDE
Q A REDUCED PRE55LIRE ZONE (RPZ) BAGKFLOW PREVENTION
/ � • ' � oo DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
Q? / - SEWER MAIN 15 PRIVATE. -_-_
- WATER MAINS ARE PUBLIC. A 20 FOOT UTILITY EASEMENT
\N x WILL BE CENTERED OVER THE WATER MAIN. THE EASEMENTS)
8" b"
5 0-1°4811511 E rn� �� / REDUCER c7v FH —
# /+ \ SHALL BE RECORDED PRIOR TO FINAL ACCEPTANCE BY THE
','I,' CITY.
�NST RUG IED =20.g11 \ r �` / P-ETAININ YELL / ��� sa ` j N.C. GRIDmom
- 12" WATER MAIN WITHIN MAJOR THOROUGHFARES SHALL BE D.I.P.
ARE, NO _2 qll �TF� _ -T YARD O \ G �\ WATER LINES INSIDE MAYFAIRE CAN BE C-900 PVC. D.I.P. TO BE -
�EY L RG 1/ HYD. G ' - WER - --
- USED WHEN PROPER SEPARATION CANNOT BE PROVIDED AT 5E
- -- - -� \ CO QL CROSSINGS. IF G 900 PVC 15 USED, A 12 GAUGE MIN., TRACER
�� WIRE MUST BE INSTALLED FOR LOGATIN6 PURPOSES
FIRE HYDRANT BRANCHES SHALL BE D.I.P. -----
WATER METERS SHALL HAVE ELECTRONIC HEADS.
8FP LOCATED � K;,� / 5TU5 8" WATER LINE TO PROPERTY - PROVIDE GLEAN-OUTS EVERY 50' ON SANITARY SEWER SERVICE
„ WATER LI INSIDE 6LD6. !'i �L����z" \ / LINE 4 PLUG. TAP PLUG AND INSTALL
ENANGE Lfi �o owµ / PR v� 8" /�//' 69\\ �� / 2" BLOW-OFF A55EMBLY. -_ - TH15 PLAN MUST BE REVIEWED BY NEW HANOVER COUNTY SINGE - - --
m 564 C� N TERRACE OP. \✓ U\� / \ 8 V TH15 AREA USES NEW HANOVER COUNTY 5EWER.
R I
O0� O Ah1D 15,
At'8AT \
.� Ty
_ 2
16 UNITS
O6 (GV PROP. \
NOTE. A _ " 5AN. / —
1 /- \:- 16 UNITS THE WATER LINE 5HONW A5 A CURVE 12"x gl� 8 \MH C4 \
IN TOWN CENTER DRIVE SHALL BE GV
REPLACED BY STRAIGHT RUNS AND TEE
FITTINGS.NO BENDING OF PIPES 15
ALLOWED ON ANY MAIN. \ �\\ � i � � � \(�lp i�L f � �-•�/ �/ l�L��
__�
METER LL
6CLU DRIVE RE �� \ `\ \ / /
CLUB DRIVE Vim+ \ �< 9 ��� C(
FH mom' P,g
.90 \ 10 UNITS
�QN
1...._� --\� - J O�•\O \\ y�. all all "lJ� \Ci ��^/ 11 a �I
561 6ARDEN TER.RAGE 5 VTEEG/ \ rr,,'' \�
s �� s• , DRIVE / W LG \ Z m
o A \ < ..
crL \ I6 UNITS \ / \
51� - =.F. 5 A-�:%�� 5RANDE M OR \
'� COURT \
i
ROP.
SAN. MH 10 m
. Q \
\ 8 6 G \ 1 r= 16 UNITS
GV
,o � b•FIRE � t�i�
LINE
-LADE E u - - \
DRIVE 8 G\j/ --
IS' nw k \ . CA
5 � UTILITj' ♦
S 1` E5M7a
DOM. I6 UNITS
' TES �� I6 UNITS SEAL
Lu
�TM'� �� r / 1 IQ '15' '-I� > / 1 r.,
"Y z tTj 14984'
6613 MAYFAIRE UTILITY 2" \ \ ^� �v�4`�� a
PROP. CLUB DRIVE -- -- ESMT. o METER
5AN. MH
2" frYPJ trrrJ � � � s, u
Q ' j R 2,�M 2.6V / UTC-5MT
o b \ �\\
.�.\ W YTFRn,v, �v. f1YPJ
/ e s. � u \ - 8�x PROP. 8 TER LINE 2•GV 5AN. MH 6• I I \
L
NE
E \ 9r , 2"6V �- \
Q
qll 5 R V J
Ne. \
681 MAYFAIRE _
\
WATER
20' TY Est u \
// (C,ENTERE - MAItU x (fYPJ \ \
/!\\ 661`b 1AYFAIR.E Fj \ "�� "a� 'T"'6 550 GRANDE MANOR \ \
CLUB DRIVE
/�•G �4.0 -
FH �4.G� \
$. 6825 MAYFAIRE CLUB
G G DRIVE �� ILITY _ \ p (D
�Op\ 5 b e•�� � � O
M
16 UN I TS \' > O w
IL PROP. ^
00
r PR23P:8 WATER L y r c rat=- Lz. U
ZONE
-AI .�. ��
GO�IERED � � sus• - ' 555 6RANDE MANOR
j SHELTER � _ — �,� COURT a
NET DETENTION POND # 2 u U �' W
PIGAL) L21
4'PVG FORGE MAIN
y' .y�'Z w w U �-. C/7 =
s•PVC FORCE MAIN
N4'PVG FORGE MAIN / vJ w f� O
I /� /� � > �-' V
cl)cliN
i� �' E.I.P. 505015, 1'W E.I.P. 505°I6'18"W5o Q
� - -
TENNIS COURTS
uo J HOLDING q 604 TOWN CENTER DRIVE
6 `L `POND #
i
��i 1% �V i m , / CI
o� w \ x
'r
AGR�S
R JLDES APEA,1,1N R/W)
lo'
BELLSOUT \ N NOW OR FORMERLY
N -a UNITED GEREBRAL PALSY
YPIG,��; �
p - — — 2 — -- -- — �1.P.5• i BOOK 155G PAGE 1426 z UTILITY
-_.__--- - --- - ` BOOK 2556 PAGE 0212
--- -- l / PLAN
3 (DAYGARE/5GHOOL)
i O AG' S Cp GRAPHIC SCALE
Lu ( 0. AGR I NeLUDES N i
ARE IN R/ I / 50 0 25 50 100 200 SCALE: 50
� DATE:
��0�200 1
PROP. R/W LINE - � �
o / o APQRQX LOCATION OF EX
CD /APPROX LOGA'If0►d of AP95ROX LOCATION �' d \ O'�1btD P=LINE Z ( IN FEET )
� EX UNDERGROUND TFI F.LH�-� OF EX 6A5 LINE -� —� dJ / -_ �X. o� T oN 1 inch = 50 it� _ _ — PROJECT: (2o--0.2
_ _
cc — -- _ -- - -- — -163.30As — \ DRAWN BY:
A - 4gi:87'- -- --- s- --- "
126V I50.13 E.I. _ _ - -
_ - - - - - - - - - - - - - - - - mv
PROP. 12" WATER ���AIN
c� 1KT " T- L16T
'KT _ L —I2ac I�° --'� p
— — — — — _ — — — — SHEET of 1

x
Z (1
4M ,- 0 I -- NiATG I NE
��/, + ���
0 5EE NEXT 5H T
I # Z r z Z9�
D \
_0 6 ,�
SAN, f
M.H. IO
220 L.F. - 15"
RCP O o.4(?96`A `}
6 !�
II PRECAST 4' MANHOLE " '7 / Q
❑ w/SUBMERSIBLE PUMP 3 ���\�, 10 SAN. SEWER
64� '0-711 W 118'.Q � 66 _ � z O 0 30%
GYMA�1 Z�� 7�0
1+00' RGP O 0.4�2R5 �y � -
COURT 0+00 _ .5 . N84°O 'O�" se 2-r 00' \ �` / I o 0 30%SEVER o� 3t C � r>�/ �
-� 12'x 12' T� 50 O --1 750.0p. R \ (�(p Z
- 262 I ° � r
STA. - 0+ •N H N73
12 V 64 3.45' �o'W \ D r }
TOWN CENTER
❑ ARc Ql3 N o.
DRIVE
40 L.F. - 24"
�P /2, / m D RGP O 0.6096 -
I
U
./.�47� 4*oo �- �rn rn � � J � �
n L.F. - 24"
/ P O 0-20%
I �� ST ®o l8. 4 x
U1 E T 4a \, °j -� i ® rn(-•�•�
O I 4 I Y'4�D ° $ 8° - N O �yY15 / 12" ltit
j co rn @- 4 pvG \ ?° 6V \iCa .V , CGV i O
_i m N rn �oRc ti DO
`ems '
Mq/k � 3 � OP. SAN. \ \ 9X (�Z
a / M.H. 11 IS' b'FIRE 12"x 8'VrILIT
NOTES 6� 63, E-Wr. - - LINE =CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL T\ �� \ rn
CO I 2 3`�V METER 6•bV \ / METER /� z
EXISTIN6 UTILITIES PRIOR To BEGINNING A GO TRUCTION. v \ 2 �� /q 6 0NP
THERE MAY BE EXISTING UTILITIES THAT A NOT SHOWN. S 84 6 1021I 0 V z
- EXISTING TOPOGRAPHIC INFORMATION BY O M W 9/8 Z O
rn 2.DOM 8 OO PROP. SAN. / fOfl
- EXISTING UTILITIES SHOWN ALONG MILITARY CUTOFF ROAD 0.�i c\
TAKEN FROM MAPS BY OTHERS. I CJ Z _ 1N M•H• 8
/ INATPR
- THE WATER LINE SHOWN A5 A CURVE O Z J
Q, / � \\ O0 7.08 GHD, 7+ 0 � 12°Dy•�� �
IN TOWN CENTER DRIVE SHALL BE �� ARC
REPLACED BY STRAIGHT RUNS AND
FITTINGS. NO BENDING OF PIPES 15 -t \" (1 �� b•6�
ALLOWED ON ANY MAIN. Ill 1 Q / r `L Z
r Ty p
IV RGP I z \ rn / " AN SEWER lI� / 8° SEWER
- CONTRACTOR SHALL USE CLASSI ( ,y j� O o IU 5 . ° % j
WHEN INSTALLING PIPES 3,20, 55, 36 R 58. W
x1 C UJ �� a 0.405K O 0.40SK
F-
> m TOWN CENSTA. 0+00 TER-5[ R Z O v
I1 /-� rn NEW K NDRIVE
E t o _n p
PLAN NORTH
I ,
100.00' VC
40 1- _- 100.0 , VC I 100. 0 VC I HIGH HIGHPOIINTTS A v 8+49496 10 -
H1 H POINT LEV = 3 .11 JJ VI STA 8+49.9 0.00 VC
LC POINT ELEV = 2 .78 n co LOW POINT EIIEV = 29.78
HIGH_POKT--S A - -__ -T _ 3t
PVI STA = 3+50 PVI STA 4+76.9 z rn A.D. 1.00 rn N - - POINT-ROINT�T' =-f2+2 .02 - I-------
PVI ELEV - 30.29 0 rn
w + ►'� + M N PIVI STA = 112+23.02
- o O a, PVI ELEV = 29.66 a, x h K = 00.00 ao a, PVI ELEV '= 29.66 O I
00 A.D. =j -1.90 �+ pe) + N A.D. 1.00 + N w cn > v> > h a; A.D. = 1.00 h loi
+ rn _ im
-rry - m - --^ --- N K N
35 ------- --- j cii 11i w t;i m w 3 + -- - -_ - - 35
cn 1w w �I�i
Ir z I 0 0 W Li m j w v V) !> tii I>
F I a) m m W PR P. CENTERLINE GRA E, TYP. IR IQ X1 I m m > W
X p I0 W
--W O N I - - --- --- ---
W I -0.50%6
z c0 N I 0.50%
�o a o� N I -0.5� U� II '
30 ' ZQ z --
�_� - _
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Y •40°/. I 4'MIN
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-KPC EX. CENTERLINE GRADE, TYP. PIROP.IZ• a•w�,T ER u ` 2zO�F•- I5•RGP 0. s -_-- -- ---- -�----
PROP.I P-L MTm LINE
ML
_ I W
/ v1•
i I c$�$ �.M . Ii l�1 r8
20
cm
L �
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I
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d d c0 CO hOp �0 h00 hCA h0 ^rn h0 h0 h0 �Cq 140; �Cli 000) OOQj Oil O)� f1)Q CAD O� rn� rnQ C)� O) O� Oi O) CA CA O) O rn O0 Wci rn6 m rn� rn0 00 �p OQj 00� �� ODO a0
co (6 Nc0 Nt0 N^ N� N� NN NN NN NN NN NN NM NM NM NN NN NN NN NCV NM NM M NM NM NM N� NM NM NIr1 NM NM NM NM NM NM Nr� NMj NM NM NM N N N N N N N� N� 0;
CU N N
N N N N N M �`� M N N N N NN N
m
a
i
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13-
;.
m ? epared by Owner/Developer:
DATE RE�ISI ONS
�`� V I LL�ACE A7 MAY'FA I
) PLAN VIEW: 1° = 40' HORIz. .•�`t'�� CAR6 w.
�j'•,� "a.k.a" MAYFAIRE CONDOMINIUMS
U PROFILE VIEW: i" = 4 VERT. © .' 4 DI`.;:� e WILMINGTON, NORTH GAROL.INA
p 6-16-02 REV151ON5 TO PLANS
Q° F$$/ NEW HANOVER COUNTY
ENGINEERING AND 5)RVEYING, ING. STATE STREET LLG SEAL STREET PLAN PROFILE
L DES-ORBIT GONSIJLTIN6 211 E�45T BOULEVARD - TOWN CENTER DRIVE
CD 0 20 40 80 2� _
3935 BRAN .iORDAN PLACE -SUITE 13T- . O.• 14884
_ CHARLOTTE, NORTH GAROLINA 2823� STA. 0+00 (MILITARY CUTOFF RDJ TO 12+00 (TOWN CENTER DR.)
0 GRAPHIC SCALE PHONE: (n6>) b 2-8800 GAi�01_I�) b12-8780
NAME: 160-02_GONDO5.Drl& SHEET NUMBER 8
.�� E�T NO.: 160-02
Lo
21 �� v IN PAPER SPACE- DATE: 2-26-200.2 IrJ
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STUB 8" WATER LINE TO
NTEN�NG� ��� �,,� �, / i
PROPERTY LINE d PLUG.
0 B i
L \� /� ��/ ;; � � TAP PLU6 AND INSTALL
--- ' " 2" BLOW-OFF ASSEMBLY.
6• Y„
ZN 564 C� N TERRAGE
3n12a 9mo r o DR
rW
JA
T� O
20' UTILI Y E5M'T, 0
-
SaraiS 20 ILITY E5 IT.
> A- z �) 16 UNITS 0IT, z
O _ 9
9� ' - J II
15
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Q �15-1-00
2
(J0 220 L.F. - 15 L111ti �� O + 0�g D� Cpj
rn RGP O 0.46 -�
V 1 +00 ® b�,, �2" i�.�. a ��•Z��=� '� �� �` ' \ 16 UNITS !
- 0 35 _ .r
PAP + b 111 N \ -v �a o - �4„R-P
36 L.F. - 15"�- ® d� 1� bo 0�0 r- \ 1 n ydN15 00 N� 0-2
RGP m o 28% Tv � M „Q � 561 GARDEN TER E �k
� DRIVE 1
Cl
o Pvp�L o���,
assA SI aNno� �nl
STAIRS
1� - c L�� % I �� \z 11 b �Z-� �( ON '�?�O��ZI�Hl '21�1N�O NMOl �Hl Ol ® , ,2�� (_.f- . 4.��� 554 6RANDE
COURTMANOR
IIb OZ-H ) c�u-xz11SNI �9 Ol J 'dM�2�'dd �ZIId�,�'v`W
PRECAST 4' MANHOLE �. _ /I\ /I\ /I\ /1\ /I\ /I\ ' N Z+p0
E Q W/SUBMERSIBLE PUMP II I I 0`
�,/ rZ =
YO 0"" % 1�
\ —
�� ' �\ WWII ����.� 1+pp IO STAIRS ,._ - i ----_ STAIRS
® 20' UTILITY E5M'T. 16 UNITS
M rn ---�
X
-I
(,Q� rn NOTES: / ++ TOWN CENTER DR. N III a
�V0 - GONTRACTOR SHALL BE RESPONSIBLE FOR LOG ALL
�\O /t\ /� EXI5TIN�TILITIE5 PRIOR BEGINNING ANY fN5TRUGTION. II STA. 0+00
4\ 1j J� NEW KENT DR. I� - -- --
THERE MAY BE EXISTING UTILITIES THAT ARE OT SHOWN. A SJ O
in'
- EXISTING TOPOGRAPHIC INFORMATION BY OTHERS. U
- EXISTING UTILITIES 5HOWN ALONG MILITARY CUTOFF ROAD 0 16 UNITS
JAKEN FROM MAP"Y OTHERS. mm e salves I
CONTRACTOR SHALL USE GLASS IV RGP
WHEN INSTALLING PIPES 3, 20,55,36 Q 58.
� PLAN NORTH PLAN NORTH II7F �
-40
I i I HIG�i POINT ELEV = 30j.47
HIGH POINT TA = 13+195
-- ----!- - - -PVf--STA -1-4+2 ----- I I I
I P- ELEV 30.67 i--- 1 —�-
o r- I -* 1 --a— 100.00 VIC Now
00.00 VC
1 + f 5 A.D. =I -2.50 LO
a; `' K 40.00 + `° _ LOW POINT ELEV = 31.70
C„ _ - - --- rn HIGH POINT ELEV - 32.32 LOW POINT STA = 4+20
35 -- +-
HIGH POINT STA = 2+89.60
V) > c� 1 w PVI STA = 2+93 I PVI STA = 4+20
m I c%i � ,i.
> I PVI ELEV = 31.50
w w _ ``' ``� m CO PVI ELEV = 32.50
A.D. _ -1.47 A.D. = 1.57
K__= 67.82 --- r - --
K - 6350
0.50%
- - - -- - --
1
T 009• I '�t � r- 00 O 0
� I r\ '
—'" COVER
----------------- --
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--�--—I.- - -
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--- -----35--r— I I
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18'RGP 0�8lK I I pp
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WATERLINE
— PROP.9'WATER UPE --
25 —.
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N N N N r7 r) N r7 — N O N O
ti 00� 00� 00� 006 Ir-o �p NO (0O tea) N0)
NN NM NM N e) NM NM M NV) NN N
c�
0+00 1+00 2+00 3+00 4+00 5+00 6+00
13+00 13+50 14+00 14+50 15+00
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�-epared by Owner/Developer:
cn
DATE REVISIONS
PLAN VIEW: I° = 40' HORIz. +•'" '",'�
_, B-Ib-02 REVISIONS To PLANS PROFILE VIEW: I,; = 4' VERT. •'1' !� C"4F'I • _ a.k.a MAYFf�IRE GONI;OMINIUMS
'v._Vv ANOVER COUNTY
.� �/ -5►� WILMIN6TON, NORTH GAROLINA
Q``,••FS3i
= 40' HORIz. EN6INEERIN6 AND 5�JRVEYIN6, ING. STATE STREET LLG 2J '`� ��4.•�y'� STREET PLAN i PROFILE STREET PLAN 4 PROFILE
LAND GON51A_.TIN6 211 EAST BOULEVARD SEAL f
I 0 20 40 80 20 3 RIPOINT, TM T��- GHARLOTTE, NORTH GAROLINA 20233 % n 1,4g$4 �� TUWN GENTEi? DRIVE (CON T.) NSW AGENT' DRIVE
c�v PHO1�E: (536) 812-bbOO FAX: [phone] ;Z '• �, �j ? STf1, 12+00 (TOWN CENTER DR) TO 14+85.63 (TOWN CENTER DR.) STA. O+OU TO 6+34.3 1
CD &RAPHIG SGALE ;zg''tiy,,.,`�'•'.�•�s
LD �, •[y DRA:"�IING NAME: IbO-02_GOND05.pvv, SHEET NUMBER a
DRA',IN IN PAPER SPADE— DATE: 2-26-02 15
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SFLER NOTES:
V
- SEWER MAIN 15 PRIVATE. �� \
1
ANITARY SEWER 5ERVIGE �-
� 6,36
Ib � ,..- PROVIDE GLEAN-OUTS EVERY 50' ON 5
LINES.
COUNT 51NGE , �Y \ "N
\
PROP. 5 AN.
- THI5 PLAN MU5T BE REVIEWED Ey NEW HANOVER sry I M.H. 1
THIS AREA uSES NEW HANOVER COUNTY SEWER. PROP• IO" 5A
\ O TS
/
/ � J
a
2
IN 0 P
PLAN NORTH � � � �
J��R,�a�� � LPN s
FH /6
O YAP Is \
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1D l
o� 6.18 w
DRI B l c- \ 2" PVC, FORGE MAIN ���. „ yp,N•5 / /�� <�
OD1s TO INFILTRATION AREA Jp• j ,� %! y
PROP. SAN. M.H. 261,
PROP. SAN. ® \
6
W SCR l LI/V/ � M.H. 4 40 / / ,' i° / O
�$ � // \ -�,_Y�
�� PROP. 8" WATER L I NE J cu L�4 //
l Z_O
ROP. SAN.
MAIN O
3" PRIG FORGE
TO INFILTRATION AREA
;
PRECAST 4' MANHOLE / �- 5,75,�FC M.H. 5 PRO . 5AN. M.H 3 —� l PROP. SAN. 14
W/ SUBMERSIBLE PUMP Q C/
T/ 68/ MoGT
oX Cif a A V _ V__
F O `�,y�70N PO
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13� �s T is
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4
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(BY OTHERS) A�
EXIST. 5AN. M.H. I
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X + NN
N
Nr I ma HH I+(N
PROPOSE_ GRADE
z?
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---- --- 4 MIN.
4' MIN. COVER 4' IN.
I rEXI5TING GROUND -- IS„ GO ER
X O �` RGP 0
l{18 .W WATER LINE I 8 WATER LINE
p ry P .e•WATER L O R P RCP I I RG15" O
— j —� ,` STING RpUND
I I
---
G I i
I I 230.84 L F. - 10 5AN. SEYVERi o 030R5
521.26 L.P. - 10" 5AN.SEWER O 0-13M � I
234.42 L.F. - 10" 5AN.SEWER O OZE % I
I
f O 030%
10 5--' -------- ---- - -------- ------------- - — ----------— --- -
- --
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c :2 L.F. - 1O"
SEWER o 0305K I l 1
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Prepared b Owner/Developer: �N��i���ri,,,.
P •
•
RE�/ISIONS .2t� FfcSS,''��/`'• "a.k.a" MAYFAIRE CONDOMINIUMS
� DATE PLAN �/IEW: I" = 40' HORIZ. V •�;? C '�"•,yl• NEW HANOVER COUNTY WILMINGTON, NORTH GAROLINA
CD i
o i PROFILE \/IEW: I" = 4' VERT• •
LD 8-I6-02 REV1510N5 TO PLAN5 I" = 40' HORIZ. STATE STREET LLG - �; SEA :� »
�N6I W DEVELOPMENT IA SU> �TINC, INC. 211 EAST BOULE\/ARD = :, t 4984 SANITARY SEWER FLAN 4 PROFILES
C�j0 0 20 4o So 120 3g35 OMM JORDAN PLACE -SUITE 137- GHARLOTTE, NORTH C AROLINA 28233 s '•,fiy� �FRk ����.• LINE "A" - STA. 0+00 TO 12+86
1416H POINT,NORTH GAROLIKA 27265
LIDti
GRAPHIC SCALE ROE: [phone] FAX [phone] •. \� .'
CU 0RAYVIh;,NAME, I60-O2_CONPo5.DVN6
't ��' PRO EC T NO.: I60-02 10
SHEET NUMBER
o
$����► -PRAY QN IN PAPER SPACE- DATE: 2-26-2002 15
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{ - SEVER MAIN 15 PRIVATE.
�o I 20' UTILI E5M'T. ,,\ ® S� ��O - LP OVID& EAN-OUTS EVERY 50' ON�,/NITARY 5EWER 5ERVIGE
sTA1Rs \7 TH15 PLAN MUST BE REVIEWED BY NEW HANOVER COUNTY 51NGE O
AREA U5E5 NEW HANOYCER COUNTY 5EWER. \
FH _ srvft
s X \I I
,Y
ytr a� �,yADOM 6 �� ® 4s Rv. �R �RRgc �` r I NON
- _ I N/rs ���� a ors
ID
le p
10 � L84
Is T 809 \, PROP. 5AN. ® 31
II"FHA - CCU M�q�- M.M. B _ FH
DR/,g \ PROP. 8" WATER LINE L -�_
20 UTILI TY
II �p y 3 E5M'T.
IPA 51EK
�., 5 T. SERV. "A„ AN. gE M. -
f O TILI � � Op, 10 R L1NE ^ \\ W. ^W R - LINE �R ' PROP. 5AN.
gp.N. 5E," SERV. 2 DOM. LINE M.H. e ,� \
i"
6,36 0 ("A" LINE) PR -
6 SEW. � � i
P V p --- SERV. ,
PROP. 5AN. �
I � $ DRIV F M.H. I16
\ , -
5� - , �, a
07 to
EOM. p saw
to k\A /6 e (D
p \�
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0
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r^N'
gE / 19 ' salves 20' UTILITY
ESM'T.
0F
20' UTILITY ESMT.
OP. 5AN. � NEN
fl�� M.H. 10
6,5
`�' �= /� �,P• �� CHUB qY�4/
PLAN NORTH
i I i
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i
4' MIN.
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30 r-EXIS IN5 6ROUND �0
WHIN. 15" —� P
MIN. MIN. O I ::
i RGP COVER
COVER
" 12" FROP.a•HATER Lit
10 PRO 6'NATER LINE WATER NA
I LINE
1 -- - -- L.F. - 8" 5AN. R • 0.40A5
25 1 -- - 25
e 5-1 .42 L.P. - 100 5AN. o 0 0�
j
250.64LF.- 10' `-5AN- 5E}'ERI 0 0.30%
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cir j j I
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DATE REVISIONS CD PLAN VIEW: I" = 40' HORIZ. �.I'�r0 6.1
"88
0 B-Ib-02 REV151ON5 TO PLAN5 I $$� NEW HANOVER COUNTY
PROFILE VIEW: I• = 4' VERT. F o .� a.k.a MAYFAIRE GONI?OMINtUMS
J b i WILMINc�TON, NORTH GAROLINA
C"iCD ENGINEERING AND 5URVEYIN6, ING. STATE STREET LLG SEAS
0 20 40 80 120 OMAN JOFZDAN -SUITEE131_ 211 EAST BOULEVARD 14964 SANITARY SENER PLAN � PROF I L S
`
CHARLOTTE, NORTH GAROLINA 28233
HI6Ff POINT,NORTH GAROLINA 27265 . S : LINE "A" - STA. 12+86 TO IG+22
c/u j �" ';�t9r
j GRAPHIG 5GALE •,y'Q !•,.
1'Hol�: OM) 812-8600 FAX: [phone]bO -i .•
cD •A PRO..6GTf NO.: 160-02
1 `NAME: I60-02_GOND05.DW6 SHEET NUMBER 11
U) $U ^DRAI"�i IN PAPER 5PAGE— DATE: 2-26-200.2
15
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yt► ' �C7 00 \�i�' WATER
Op J V�
9,„ v;
\ ® or.
FH ,
�s �L PROP. SAN. 6"
\7�
M.H. 14 �pL�y1
o - y� oa
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y<P��
,N\- C? \ �/(� i�ai p ?J' WATER 6, 00
�J (0
2 DOM. �� \
WATER i sT
20' UTILI E51-1'T.
PROP. S N. /-
® M.H. 13
WATER
I V � iti PRE G T 4' )IA. MANHOLE
W/ BMER51BL_E PUMP
<\
FH
b 0 O G,
\ \ PR SAN. OvN\�
sr H. 7ul
sT O Rom° / ,�*'� \3 CA-"f
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to PROP. SAN.
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PR
OP. AN. P. ,
' UTILITY ESM'T � —"� �(�
6 _-
8"OP. P"A�� LINE / \ \\\N PLAN NORTH
\� Y /
PROP. 8" WATER LINE _� ;--
(� - SEWER MAIN IS PRIVATE.
h O / WATER 6" SEW SE V = p,�G FOR JO / - PROVIDE GLEAN-OUTS EVERY 50' ON SANITARY 5EWER SERVICE
3 _ - " A" LINES.
20' UTILITY TH15 PLAN MU5T BE REVIEWED BY NEW HANOVER COUNTY SINGE
HI5 AREA U5E5 NEW HANOVER COUNTY SEWER.
E5MT.40
i.
I�
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-- ------------------ _ --- 4 - 40
i
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mVN nH = X N� _ �� Q p�
33 ryZ � _ 0
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4' MIN.
RAP COVER — -----
4' MIN, i _J -EX15TIN6 GROUND -- ---_._ 30
�—
COVER 1 1 nn IS" I PROP.8"WAraz urrE .
15 R V
" RGP PROP-e-w.�Uri
24" RCP O VV " .40%
270 LF. - 8 SAN. SEWER o
150 L . - 8" SAN. SE R O 0.40%
512.21 L.E. - 8" 5AN. SEWER O 0.40% 18" G C
23
IqO L.F. 10" 5AN. SEWER o 030%
------ I
(D IgS."iQ L.F. - 10" 5 .58119R� 0317%
WihTER LINE
18" CLEARANCE
w + 1
i
a 12" D.I. ?
U-i WATER LINE I I
a
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20 - -
20
O
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m
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P-eared by Owner/Developer:
;? THE V I LLASE A7 MAY�A
DATE RL�/1510N5
o PLAN VIEW: r = 40' HOR1z. .,,�`��q �q�qp•.,
01 1'1 ib-02 REVISION5 TO PLANS PROFILE �/IEW: I' = 4' VERT. 'FES3, .�/ • "a.k-a" MAYFAIRE CONDOMINIUMS
J •''� 'ti NEW H.A'wOVER COUNTY
.�►:��'' 1 WILMINGTON, NORTH GARULINA
EN61NEERN6 AND 5)RVEYIN6, INC. STATE STREET LLG
LAND DE�/fiOPlrBtT C.ON'aiJLTIN6aL SAi�1 TA
`D 3935 BRAN JORDAN PLACE -SUITE 137- 211 EAST BOULEVARD �QI R I (J' EHEL� PLAN
�} PROFILES
0 20 40 80 12� I� 4
CHARLOTTE NORTH GAROLINA 28233 S LINE B - STA. 0+00 TO II+�4
Cu - - - HIGH POI�Cf,NORTH GAROLINA 27265 = X .�' ,. P:' ��` " "
C�RAPHIG SGALE
PHONE: (336) &12-bbOO - PAX: (336) W-8180 • , .. .•"• �,•��
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PROJECT'No., Ibo 2
I60-02_GON005
cj V`-4 PAPER SPAGE— DATE: 2 SHEET NUMBER
15
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STEEL POST 8' MAX. * FOR REPAIR OF SILTRF2S /15
pEElILIT GRAVELED AREA TO BE LOCATED WHERE VEHICLES ENTER AND LEAVE A WOVEN WIRE FABRIC FENCE FAILURES, USE �(
WARNING SIGN VARIABLE AS DIRECTED BY THE ENGINEER No. 57 WASHED STONE.
METAL P05T WARNING SIGN
CONSTRUCTION SITE. SILT FENCE GEOTEXTILE FABRIC FOR ANCHOR WHEN SILT
5'MIN FENCE IS PROTECTING 9-Iq--OI, CITY GOMMENTS
PURPOSE. TO PROVIDE A BUFFER AREA WHERE VEHICLES CAN DROP THEIR MUD AND SEDIMENT I -� 15' - - -- -------
CATCH BASIN.
TO AVOID TRANSPORTING IT ONTO PUBLIC ROADS. TO CONTROL EROSION FROM SURFACE r
RUNOFF, AND TO HELP CONTROL DUST. 1
, AWE SCREEN
C4NQIIl4NS TO BE USED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND ,P� ' 1 DWQ COMMENTS - 11-8-02
N FILL SLOPE MIN. 12-1/2 GA.
MOVING DIREC(LY ONTO A PUBLIC ROAD OR OTHER PAVED OFF-SITE AREA. CONSTRUCTION 5'MAX. #515TOFE 32' / M
PLANS SHOULD LIMIT TRAFFIC TO PROPERLY CONSTRUCTED ENTRANCES. 1000�• /q '� MIN. 10 GA. INTERMEDIATE - -
ry LINE WIRES WIRES
DESIGN_MTERIA. AGGREGATE SIZE - USE 2-3 INCH WASHED STONE, WITH GEO-TEX LINER _-
\' 5WHENT ��' M GRADE SIL fEN E F RIC
CRIE
DIMENSION OF GRAVEL PAD - THICKNESS = 8 INCHES MINIMUM ' +NOTES fir,�'•{ / IN TALL TO ECO D
WIDTH = 25 FOOT MINIMUM OF FULL WIDTH AT ALL POINTS OF THE VEHICULAR ENTRANCE AND I.U5E FOR DRAINAGE AREAS IFI `JkTdL4,dllrdh t•,�•7,-
EXIT AREA, WHICHEVER IS GREATER. NOT EXCEEDING 5(FIVE)ACRES. I'I \�11-III-Hr 5.
EXIT
LENGTH = 100 FOOT MINIMUM WITH GEO-TEX LINER \ \ 6" MIN. COVER
LOCATION = LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM LEAVING 2.EARTH BERM SHALL BE STABILIZED PV SEEDING FILTER FABRIC 2' / �I OVER SKIRT * GRADE _
THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. AVOID STEEP AGGORDING TO TOPN SPECIFICATIONS. �-IT w
GRADES AND ENTRANCES AT CURVES IN PUBLIC ROADS. CROSS SECTION SETTLEMENT
6'FOR \
SETTLB BIT ' EXTEND WIRE S MIN, INTO TRENCH
AS
SITE CONDITIONS MAY REQUIRE VARIATIONS FROM THESE DESIGN CRITERIA. VARIATIONS WILL BE V AND ANCHOR SKIRT ER
DEIERMINED OR APPROVED BY THE APPROPRIATE CITY EROSION CONTROL AUTHORITY. DIRECTED BY ENGINEER • --
/ / 40MIN. 1 STOW / WIRE INLET PROTECTION 51DE VIEW DESIGN OF SPILLWAYSISO
15' G°'°'`L NO1 TREE PROTECTION AREA1.SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS FRONT VIEW a' 18"
DRAINAGE AREA PEAR LENGTH \ YMEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE III
(ACRES) (FT) `2:1 SIDE SLOPE MAX 2 REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH M DO NOT ENTER
14A Eh0RGETIGY A MANNER THAT IT VALL NOT ERODE. NOTE•2 bA BY-PASS 3.THE STRUCNRE SHALL BE INSPECTED AFTER EACH STORM EVENT BY THE
3 5.0 b•BELOH FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT AND REPAIRS MADE AS NECESSARY. -------
/ cPo 4 0.0 1 Id 51PE SLOPE MAX -USE SILT FENCE ONLY WHEN DRAINAGE AREA
R SETTLED TOP 4 EROSION AND WATER POLLUTIONARE MINIMIZED.OUT M SUCH A MANNER THAT �/��•y }�E
s 12A �°� S THE SEDIMENT TRAP SNAIL BE REMOVED AND THE AREA STABILIZED VMEN THE DOES NOT EXCEED 1/4 ACRE AND NEVER IN NOTES: IN6 5I VN DETAIL
/ cl (4,T DIMEN510N5 SHOhN ARE MINIMUM AREAS OF CONCENTRATED FLOW
3'MIN. DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
/ `~� LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. -__--
/ / ( 'oo M aV a STONE SECTION -END OF SILT FENCE NEEDS TO BE TURNED UPHILL. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
6. .
/ / NiMUM�gN) MAINTENANCE PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. ----------.-
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
DIMIW-PEGT�TEMPORARY SEDIMENT MENT HAS
AFTER EACH TO ONE OF SIGNIFICANT RAINFALL.O REMOVE SEDIMENT
THE SEDIMENT TWAT 15 REMOVED IN ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
1 AND RESTORE TRAP TO ITS ORIGINAL PRIVATE DRIVE IME1J5 vJl-IEW THE SEDIMENT ACfAII-ULAIP_D ONE-HALF THE DESIGN DENT OF THE TRAP.
-';:r,•v O A DESIGNATED DI5PO5AL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
/ ° SCORED LINE
° O° GHEGK THE STRUGTl1RE FOR DAMAGE FROM EROSION OR PIPING.PERIODICALLY GHEGK THE DEPTH OF THE PIENT 0 LI ENSURE IT IS A MINIMUM I" DEEP SIDEWALK OR ADDITIONAL SIGNS MAY BE REQUIRED BY CITY INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDI110N5.
/ OF 15 FT.BELOW THE LOW POINT OF THE EMBANKMENT.IMMEDIATELY FILL ANY 5ETTLETEN7 OF THE EMBANKMENT TD SLIGHTLY ABOVE DESIGN SIDEWALK AREA PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
y 'I GRADE.ANY RIP RAP DISPLACED FROM THE SPILLWAY M115T BE REPLACED IMMEDIATELY.
I
8" MINIMUM
STABILIZE THE EM13ANKNENT AND ALL P15TLRBED AREA5 ABOVE THE SEDIMENT POOL AND DOM5TREAM FROM THE TRAP IMMEDIATELY AFTER
2' TO 3' ''•:: ��N�� G�15TRDGTI�1 WITH S�DING. I 5TANDARD TEMPORARY 51LT / TREE PROTEGTION FENCE
AGGREGATE25 TEMPORARY SEDIMENT TRAP SIDEWALK SECTION
GEO-TEX LINER I
EXPANSION JOINT 1/2"
l
m en cV
STOIC GONSTRUGTION EN PLAZA DRIVEWAY APRON I PLAZA AIJ
URB RETURN CY PICA Cz
°11 a
6 EXPANSION JOINT 1/2" PIPE DIA.
I
O -6 CURB o1� Q < 2
ORAINA&E CALCULATIONS H 5' (1.5m) MIN. RESIDENTIAL �JJIUJJLJJUI RIPRAP Z ZF- 1
EXPANSION JOINT I/2 EXPANSION JOINT I/2 � � � LY <�
SAL FECE POST 13' (4.Om) MIN. OTHER W p
�/HGti's mRE(OPnONN) W.9�0-
PIPE AREA TOTAL GOEF. RAIN G x I RUNOFF PIPE 51ZE NEEDED PIPE 51ZE U5E0
�-BzosION caNr>�LFAeR1c # AREA FALL SIZ1= SLOPE GAP SIZE SLOPE LENGTH `M'O'�ITM
PAVEMENT PLAN
�`�' m
(F P.S ... �••J
TYPICAL W ,L..
No.4 FABRIC STONE I 0.46 0.46 0.1 1.2 5.04 2.52 151, 0.25 5.50 15" 0.25 '10' 2.6 FLARED END �/�
3OL
SECTION '
F" O 0.23 0.23 O.-T 7.2 5.04 1.16 15" 0.25 3.30 15" 2.27 22, 1.q
ISOMETRIC VIEW
b'
3O 0.77 1.46 0.1 1.2 5.04 1.36 15" 0.45 7.36 18" 0.45 361 4.0 FINISH PLAZA GRADE L91
b' (ExIsnH6EARTH I/4 PER I'-O"
II 40 0.62 2.05 0.1 '7.2 5.04 10.48 24" 0.21 10.45 2411 0.21 25, 3.2 12'-0" MIN. (VARIABLE) A A
2' b 'VARIABLE
i I I
u O 0.43 0.43 0.7 7.2 5.04 2.17 15" 0.25 3.30 15" 0.7q 3$' 4.6 O-6
I -6 3-O 5'-O"
O 0.25 0.25 0.1 1.2 5.04 1.41 15" 0.25 5.50 15" 1.20 25' 5.6 O'-6" a t-. �.;
s.. .:SaiaG ..
O 0.12 2.411 0.7 1.2 5.04 14.67 24" 0.41 14.61 24" 0.41 266' 4.5 6" i»• "' 1/4 PER I'-0" 6" GONGRETE
O 0.42 0.42 0.1 7.2 5.04 2.12 15" 0.25 5.50 1511 1.07 140' 5.5 EXPANSION JOINT
do =PIPE DIA *�w.yyMY`�,�f/>tgyYYfrig
MAXIMUM PLACEMENT OF POST USING HOG WIRE WIM APPROVED EROSION O 0.42 0.42 0.7 7.2 5.04 2.12 151, 0.25 5.50 151, 0.81 112, 4.11 /�'17T-- J/.�.), /A..), S G T I O N -B W APRON E APRON D NTM k _`' �
CONTROL FABRICS TO BE 10 FEET ✓L G T I O N / \-/
MAXIMUM PLACEMENT OF POST 1YITF10lTT HOC WIRE USING APPROVED EROSION l0 0.77 4.52 0.7 7.2 5.04 22.7$ 30" 0.30 22.1$ 30" 0.30 126' 4.5 a' APRON DEPTH PLAN ;„ �,'�`• T� SSJ�j ''• ` �""�,
CONTROL FABRICS TO BE D FEET TO B FEET MART `y
POST: METAL T-POST 5 FEET OR B FEET IN HEIGHT DEPENDING ON FILL SLOPE /� '� :`~� r•.+
FABRIC:36 INCHES IN WL)TH (MUST MEET ENGINEERS SPECIFICATIONS FOR I1 0.37 0,37 0.7 72 5.04 I.bb 15" 0.25 3.30 15" 0.50 225' 3.6 STANDARD DRIVEWAY DETAIL - '„ SEAL
EROSION CONTROL) •
STONE:No 4 WASNED S'TDNE TO BE PLACED 12 INCHES DEEP AT SILT FENCE 12 0.62 5.5I O.7 7.2 5.04 27.11 36" 0.15 27.11 36" 0.15 160' 4.0 �- La Fww ; +�, , LL«.w
I I 11 I --�•_ it t7 h'�/ Ti Yd�•° a C
19 O.$3 10.85 0.7 7.2 5.04 4.15 15 0.45 4.1e) 15 0.77 32 4.5 l_
I -
14 0.42 0.42 0.-T 7.2 5.04 2.12 151, 0.25 5.50 15" 0.55 721 3.8
COMPACTED a T�
SOIL 2' MIN. 15 0.26 1 0.26 0.7 7.2 5.04 1.51 15" 0.25 5.50 151, 0.50 50, 4.6 a
O MAI NTENANGE PLAN SECTION A-A
Ib 0.42 l 0.42 0.7 7.2 5.04 2.12 15" 0.25 5.50 151, 0.55 12' 5.8 SEE APPROPRIATE SCHEDULE FOR DIMEN510N5 Filter blanket
-i. I. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
1 I �F i W 1� 0.05 1.15 0.7 7.2 5.04 5.50 151, 0.50 5.50 151, 0.80 146' 4.6 1. Lo is the length of the riprap apron.
MIN. O FOR. _aTABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING
-.- E - - - _ - = I=III= Ib 0.52 5.01 0.7 7.2 5.04 40.37 56" 0.56 40.31 36" 0.56 285' 5.5 RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK. ANY NEEDED 2. d = 1.5 times the maximum stone diameter but
III=-III,;,III;III;III;III„ III;III;III;III;III II REPAIRS, WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS not less than 6'
181, 0.00 q7' 0.0 DESIGNED. 3. A filter blanket or filter fabric should be -�
20 0.52 0.52 0.7 -1.2 5.04 I.61 151, 0.25 5.50 151, 025 36' 2.7 installed between the riprap and soil foundation. W
s �'' 2. ALL GONSTRUGTION ENTRANCES WILL BE PERIODICALLY TOP-DRESSED
�1 1.10 1.42 0.7 7.2 5.04 1.16 18" 0.45 7.16 15" 0.46 220' 5.5 WITH AN ADDITIONAL 2 INGHES OF #4 STONE TO MAINTAIN PROPER DEPTH. SEW APRON r�/ � U
-�Mp/PFR�I DIVERSION BERM �� 0.42 0.42 0.7 1.2 5.04 2.11 151, 0.25 5.50 15" 0.55 601 4.7 ANY SEDIMENT THAT IS TRAGKED INTO THE STREET WILL BE IMMEDIATELY 9:14
REMOVE-D. �
N.T.5. �S 0.20 0.20 0.7 7.2 5.04 1.01 15" 0.25 5.50 1511 1.67 50, 6.6 3. 5EDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP(5) AND STONE/WIRE
�4 O 0.62 0.7 7.2 5.04 5.12 151, 0.25 5.50 15" 1.17 145' 5.6 INLET PROTECTION DEVICES WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY z
® o ~�� O.6$ 1.30 0.7 7.2 5.04 6.55 18" 0.40 6.55 18" 0.40 12' 3.7 505l5 FILLED. GRAVEL WILL BE GLEANED OR REPLACED WHEN THE SEDIMENT POOL � Z
2. REMOVE �,CFt7R�T��PRFPAR� TINAGE SMOOTtf AND UNIFORM. O
-�.od NO LONGER DRAINS PROPERLY. _
5. APPLY SEED, AGRICULTURAL LIME, FERTILIZER,AND SUPERPHOSPHATE UNIFORMLY O 0.42 0.42 0.7 7.2 5.04 2.12 15" 025 3.50 15" 153 65, 6.4
1-LA I. RIP THE AREA TO ESE SEEDED TO A MINIMUM DEPTH OF 4-6 INGHES 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES - - _ � Q
4. SEED ON A FRESHLY PREPARED 5EEDE3ED AND COVER THE SEED LIGHTLY WITH O 0 72 0.7 12 5.04 8.67 I$" O.b$ 8.67 I$" 0.68 130' 4.8 O.5 FEET DEEP AT THE FENCE. THE SILT FENCE WILL BE REPAIRED AS NECESSARY -- -- - _ _ __ �'1 �+ Z � a'
AND MIX WITH THE SOIL. 5EE RATE5 UNDER 5EEDIN6 5PEGIFIGATION. 28 0.16 1.56 0.1 7.2 5.04 C1.48 24" 0.20 10.00 24" 0.20 72, 5.2 TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART = _ Z ,�
O N UNLESS A WIRE BAGKING IS USED WITH 8 FOOT STAKE 5PAGING. RESERVED i = U
5EEDIN6 EQUIPMENT OR GULTIPAGK AFTER SEEDING. O 0.1$ 3.48 0.7 72 5.04 17.54 24 0.60 17.54 24 0.60 40 5.5 I_� _ Z
s. MULCH IMMEDIATELY AFTER sEED1NC� AND ANCHOR MULCH. 5. SEDIMENT BASIN(S) WILL BE GLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES PARKING =j MAXIMUM = � C t P �
O 0.12 0.12 0.1 72 5.04 0.60 15" 0.25 3.30 15" 0.25 85' 2.6
2.0 FEET BELOW THE TOP OF THE RISER. GRAVEL WILL BE GLEANED OR REPLACED � W
31 0.50 0.50 0.1 7.2 5.04 1.51 151, 0.25 5.50 15" 1.45 55, 6.2 WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. _
PENALTY U
5EEDIN6 5PEGIFIGATION s� 0 0.42 0.7 7.2 5.04 2.12 151, 0.25 5.50 151, 0.25 70; 2.7 6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED - w r l O
O 0.46 0.46 0.1 7.2 5.04 2.52 15" 0.25 5.50 IS 0.25 36 2.1 AGGORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, $ 250
w U Z
APPLY 4000 LEIS.ACRIOLTURAL LIMESTONE PER ACRE• DENSE VEGETATIVE COVER.
APPLY 1000 Las.10-10-10 FERTILVER PER ACRE FOR 6RA%5EEDIN6. O O•46 D.q2 0.7 72 5.04 4.64 15" 0.25 5.00 151, 0.25 562, 5.1
LIME AND FERTILIZER ARE TO BE P15KED INTO THE 501L SURFACE TO A MINUMIM DEPTH OF 4 INGHES.
)_ATE_V INTER-EARI Y`�PRitYz
s-i 0.46 0.46 0.1 7-2 5.04 2.32 15" 0.25 5.50 15" 1.38 56, 6.0 STABILIZATION NOTE: � GS 20-37.6
11
A. 053 I.ql 0.1 72 5.04 q.63 24" 0.20 10.00 24" 020 280' 3.2 _--- - 1-1 •� Az F-1
(1) TALL FE5u)E-150 Las.PER ACRE. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY
B. GRA55-LEGIR-IEMIXTURE PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SHALES, 5TOGKPILE5 AND ANY aD � ►�
L (1) TALL FE5GUE-100 L55.PER AGRE PLUS 5EREGIA LE5PI`DEZA(5GARIFIED)-60 LBS. 34 0.42 0.42 0.7 7.2 5.04 2.12 151, 0.25 5.50 151, 0.25 1q5, 2.6
PER AGRE. OTHER UNSTABILIZED AREAS.
(2) TALL FESCUE 100 LB5.PER ACRE PLUS GROWNVETGH-25 LEIS.PER ACRE. 4p 0.42 0.42 0.7 7.2 5.04 2.12 15" 0.25 5.50 15" I A5 145' 7.2 = ____ `I c r r,P P :, ~ 0"'4
C_ _�_ UNDLrl GLIARK ,1 `lIAlUIL ITT-Si.6
r"
Q FATz Y SPRING-LJVTE SUMMER �I 1.25 1.65 0.1 7.2 5.04 5.52 24" 0.20 10.00 24" 0.20 124' 3.2 -_8A
W A. CRASS:
I- (U TALL FE50.E-150 LOS.PER ACRE 4� 0.42 0.42 0.7 7.2 5.04 2.12 151, 0.25 5.50 151, 0.64 181 4.2 �(
[L. (2) TALL FESCUE-105 LEIS.PER ACRE.
I 3.5 CONSTRUCT I ON SQUNG K^ `° �° '
C-' B. 6RAs5-LE6UME MIXTURE 43 0.42 0.42 0.7 7.2 5.04 2.12 15" 025 3.30 15" 0.46 05, _ STATUTE BACKGROUND
A111 BCR�r-Tt - a�EErd
(1) TALL FESCUE-100 LEIS.PER ACRE PLUS SEREOA LESPE.DEZA(SCARIFIED)-60 LEIS.
BACKGROUND - WHITE iE O
PER ACRE. O 0 2.4q 0.7 72 5.04 12.55 24" 0.50 12.55 24" 0.50 q2' 3.q COLORS: 'z
O GRADIIN6 CONTRACTOR AND OWNER1. SCHEDULE PRE-CON5TRUCTION ITO OBTAIN6RADIN6 PERMITOL . '!.3
v J J R°TSD r I E••.� Cd
A ` I I q 24 055 200 52 2. INSTALL NET DETENTION PONDS TO BE USED AS SEDIMENT BASINS DURING CONSTRUCTION, BACKGROU uE B1Ac - ACCOMPANY •
0.42 0.42 0.7 72 5.04 2.12 15 0.25 3.30 15 O.$8 114 4.8 .�r
�C� r<�T�_'.� ��ALTY ICrd� <�h2I RL�1111ZCo TO
(1) TALL FESCUE-155 LES.PER ACRE. !L• -
r" (2) BROPNTOP MILLET OR 5OR6 Ul`I_gm N HYBRIDS-55 Las•PER ACRE. O STONE CONSTRUCTION ENTRANCES, DIVER510N5 AND SILT FENCE rE SICrIS ERECTED`ARTFR DE M'- SA P, 199 C
N � 1,1
� 0.45 3.36 0.7 72 5.04 Ib.g3 24 0.55 b. 3 - ''
CEMBFR 31, 1390.
r, B. GRASS-LE61R1E MIXTURE aT o.68 5.q5 0.1 72 5.04 2q.gq 561, C.20 2q.gq 3b11 020 200' 42 CLEARING TH05E AREAS NECESSARY TO INSTALL MEASURES. NC
6D (I) 5EREGIA LE5PEDEZA(5GARIFIED)-65 LEIS.PER ACRE. 4g 0.42 0.42 0.1 7.2 5.04 2.12 15" 025 5.50 1511 1.55 65, 6.4 5. CLEAR AND GRUB SITE, INSTALL ANY REMAINING ER051ON CONTROL DEVICES. BEC�:1,.I:G =RY 1, 1989,
4. GRADE DRIVES, PARKING LOTS, AND BUILDING PADS. R - ', R s Z
PARKING SF�CES 'INCLUDING r. c_ ACES Git R7 ;5A
c� �T�y1MF1FR-EARLY WINTER O 022 022 0.7 7.2 5.04 I.I I 15" 0.25 3.30 15" 0.58 86' 4.0 5. INSTALL STORM SEWER AND INLET PROTECTION. C'�1 IT�E
O 0.64 0.7 72 5.04 5.25 1511 025 5.50 15" 0.40 100, 5.5 b. INSTALL UTILITIES. REO. IR�DpB��K ORAL STAY _ B g --- Sial ,,[[''�J �/o A (I FE56UE-150 LEIS.PER AGRE. ® I D E R,-8 0 R 1 1.
(2) TALL FESCUE-100 LB5.PER ACRE PLUS ANNUAL RYEGRAIN-25 Las.PER AGRE 1. INSTALL STONE, CURB AND ASPHALT. SITE
LD LD B. GRA55-LEGUME MIXTURE 0.42 0.42 0.7 7.2 5.04 2.12 15" 0.25 5.50 15" 1.50 (00, 6.3 NOVn
(1) TALL FE5GUE-loo LEIS.PER ACRE PLU5 5EREGIA LE5pEDE7A aWCARIFIED)-60 L55. 8. SEED ALL DISTURBED AREAS. NO 1 3 2002
PER ACRE. 5� 0.42 0.42 0.7 7.2 5.04 2.12 15" 0.25 3.30 15" 1.50 100' 6.3 q, SEED GRADED AREAS ONCE FINAL GRADE IS ESTABLISHED.
(2) TALL FESCUE-100 LEIS.PER ACRE.PLUS GROWNVETGH-25 LEIS.PER ACRE DETAILS
(3) TALL FE5GUE-l5 LEIS.PER AGRE PLU5 ANNUAL RYE(RAIN-25 LES.PER AGRE 53 0.48 I.qb 0.7 7.2 5.04 21.48 30" 0.27 21.48 30" 0.27 175' 4.3 10. SEED ALL RESULTING DISTURBED AREAS. DWQ
PLUS 5EREGIA L.ESPEDEZA 066ARIFIED)-6o LBs PER ACRE. 11. INSPECT AND MAINTAIN EROSION CONTROL DEVICES FOR DURATION OF CONSTRUCTION.
AFTER 5EEDIN6,THE AREA 15 TO BE ROLLED OR GULTIPAGKED TO INSURE THAT THE SEED 15 PRESSED 54 O56 IO.gb 0.7 7.2 5.04 87.7q 42" 0.75 $7.1q 42" 0.50 55, q3 12. AFTER 51TE 15 STABILIZED, REMOVE TEMPORARY ER051ON CONTROL DEVICES. PRaJ# O
SCALE:
1-iidl�!�1 D
T'- INTO CONTACT WITH SOIL 5URFAGE.ALL SEEDED AREAS ARE TO 13E MULCHED WITH STRAW MULCH AT 24" I.oO 47' 7.0 INSTALL PERMANENT EROSION CONTROL/ VELOCITY MEASURES AND SPOT SEED GRADE -
AND MULCH ALL RESULTING AREAS. DATE: 7-30-OI
55
LJjI THE RATE OF 3000 LaS.PER ACRE.(APPROX 100 BALES PER ACRE 3O" p.14 277' 3.1
15. PROVIDE PERMANENT GROUND COVER ON EXP05ED AREAS WITHIN FIFTEEN ( 15 )
J APPLY A5PHAL T EMUL51ON TO THE STRAW MULGH AT THE RATE OF 150 GALLONS PER ACRE. _ - _ _ _ _
5a o.25 0.25 0.7 7.2 5.04 1.26 15" 0.25 3.3o I5" O. 136' 3 4 2.. THE OWNER OR RE5PON516LE PARTY I5 RESPONSIBLE FOR THE LONG-TERM MAINTENANCE S 0' PROJECT: 160'02
LLJTHE ABOVE 5EEDIN6 RECOMMENDATIONS AND RATES HAVE BEEN PREPARED FOR SELECTION OF A �-i WORKING DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION.
OF THE GROUNDCOVER ON THE PROPERTY. GROUNDCOVER MUST BE MAINTAINED TO A DEGREE - 8" = sol.,o 1-15
n VEGETABLE GOYER SUITABLE FOR 501E EROSION CONTROL IN THIS AREA.
COI.C. }J_, irdG
o 0.15 0.40 0.1 72 5.04 2.02 15 0.25 5.50 15 0211 70 2.8
THAT PREVENTS SOIL ER05ION AND SEDIMENTATION AT ALL TIMES. THE NEW HANOVER COUNTY DRAWN BY: M`I� AREA 501E TYPES,CLIMATIC CONDITIONS,SEED AVAILABILITY AND INDIVIDUAL PLANT /�GHARAG,UNIFORMITY
ARE ALL TAKEN INTO AITy REASONS,
IN THE ABOVE RESELEGTION5 ARE DUE TO _ - - - 30" 0.67 50' 6.1 HAS THE AUTHORITY TO REQUIRE GHAN6E5 IN THE OWNER'S 6ROUNDGOVER MAINTENANCE A�A F A R K I N G S I G
- DENSITY,UNIFORMITY AND TEXTURAL QUALITY REASONS,THE ABOVE SELECTIONS ARE NOT _ _ - - -
� TD FOR ' '" PLAN IN ORDER TO STOP 501L EROSION AND SEDIMENTATION AT ANY TIME. SHEET I f I
0
3 5
L_
2

O lL J
a
VARIES o � w o a: cy
O 6. _ u
_ W J S O J N
WW ~ Lu
J
� e ;
0
W \�
MARKED:
{+4 Q U CC))
0\\�\\Q% �� SANITARY SEWER
STORM DRAIZE ? -� W m c AS REOUIREDL ) O C1p ,- U \ JSTD. MANHOLE COVER, c W \�COD
uj
- 8'-0' cW as w m=w �\ ex ; p o >SEE SD 14 01 0; a o roc p O w o S a oJo�wmoNa ; a ?o w ° W 4 TOP OF COVER
n �wwm a w \\\; o vCL
o v cv
o MANHOLE STEPS c a =- MINIMUM AVERAGE WEIGHT \��< m ° w AS SPECIFIED _&wwtuooQ-' FRAME 123 \�: / a W U-
/2'
Ii ry �Qa U(nU�a� ---------------- W W,-U
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N0. DATE REVISION CHECKED No. DATE REVISION CHK'D
CITY OF WILMINGTON CITY OF WILMINGTON CITY OF WILMINGTON ~t(1
DATE 6 AUGUST, EVi STANDARD DETAIL CITY OF WILMINGTON DATE 8 26 9� STANDARD DETAIL DATE 8-14 92 STANDARD DETAIL DATE 8 19-92 STANDARD DETAIL DATE 18 93 STANDARD DETAIL DATE 6 JULY, 92 STANDARD DETAIL 1� m
SCALE NTS SCALE: NTS SCALE: NTS SCALE NTS CITY OF WILMINGTON CITY OF WILMINGTON f i < m
SCALE NTS ENGINEERING STANDARD TAPPING ENGINEERING SANITARY SEWER ENGINEERING GUI DEL I HES FOR ENGINEERING I SCALE: HTS Ul
EUGIUEERIUG z
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DRAWN BY: STEVE HOPPLE PRECAST MANHOLE DEPARTMENT DETAIL PRE-CAST CHECKED BY MANHOLE DEPARTMENT I CHECKED BY: WHE STANDARD CLEAN—OUT DEPARTMENT DEPARTMENT DEPARTMENT v X
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SD 14-1 1 SD 3-08 MANHOLE SD 3-08 1 SD 3-09 RING E COVER SD 3-09 SD 3-04 SAW I TARY SEWER HOUSE SERVICE SD 3-04 SD 4-06 5D 4-06 SD 14-01
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REVISION CHECKED NO. DATE RFV'5ION F E �i z
NO. DATE E
DATE I2 AUGUST. 1992 STANDARD DETAIL DATE�30 DULY, 1992 STANDARD DETAIL DATE: 12-29-92 STANDARD DETAIL CITY OF WILMINGTON DATE I-14-93 STANDARD DETAIL
CITY OF WILMINGTON DATE 7-14-92 STANDARD DETAIL DATE' 8-7-92 STANDARD DETAIL
CITY OF WILMINGTON SCALE: NTS CITY OF WILMINGTON CITY OF WILMIN
CITY OF WILMINGTON SCALE; HTS SCALE tiT5 STANDARD ENGINEERING ENGINEERING SCALE NTS STANDARD STREET SCALE NT5 �T
SCALE: NTS ENGINEERING DRAWN BY GC " ENGINEERING S - EJGIlEERIJ( (�+'� I--�
ENGINEERING DRAWN BY;STEVE HC- __ GRILL BASIN DRAWN BY GC DEPARTMENT 2 BLOW—OFF DEPARTMENT DRAWN BY GC DRAWN BY GC STANDARD CURB SECT ON O
DRAWN BY: STEVE HOPPLE DEPARTMENT SIDEWALK CHECKED BY -KD508 SECTION DEPARTMENT DEPARTMENT
CATCH BASIN DEPARTMENT CHECKED BY WHW CASTINGS CHECKED BY MDP DETAIL 5D 8-I5 5D 4-08 CHECKED BY WCP CHECKED BY WNW TYPE " A" /''�
CHECKED BY WNW SD 14 04 SD B 15 SD 4-08 SD I-03 CROWN DATA SD 103 SD 7-p SD Q ( 1 I"`� C
SD 2-01 SD 2 01 SD 14 04 fir/ IJ
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q U �
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o of I
a
o DATE: 8-4-92 STANDARD DETAIL
co DATE: 7-16-92 STANDARD DETAIL CITY OF WILMINGTON ! CITY OF WILMIHGTON
SCALE NTS STANDARD STREET ENGINEERING SCALE: HT5 GU I DEL I HES FOR ENGINEERING
DRAWN BY: mv
„ LE DRAW?1 BY; GC DEPARTMENT
DRAWN BY GC SECTION DEPARTMENT CHECKED BY wuw PROPOSED 32
CHECKED BY: AGMc TYPE " A" E " D" sD 1-01 SD 1-04 PAVEMENT W I DEN I NG so 1-04
SD I-o1 SHEET 14a of 15
2
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6x 6"J4 REtWEL GRATE 6 x 6'-14 REMR GRATE
REBAR 7O 6f WELDED AT REAR 70 8E WELDED AT
1To TOP OF B dr ATTACFffD INTERSECTIONS d A7TACHED fix 6`-�4 RE11•'J?GkAYL':
L i TTOR,�L SHELF REGONtMENDED PL,4NT LIST I ro TOP 6 x R TV �E� I-'' ro �OF DWq COMMENTS - 17-H-02
REBAR ro�Wf.1'JE0 AT
HeRBACEous° '°"'''D GovE+� SHOP DRAWINGS MUST BE APPROVED BY THE ENGINEER INTERSECTIONS B d ATTACHED 4Y PVC 1WE ro� RL B4 T)at-Wt AM AI � -
A ' A ro �X. "'�"`�" SHOP DRAWINGS MUST BE APPROVED BY THE ENGINEER oTC F BOX
ATTACHE;,'
-_ BQTANIGAL NAME COMMON NAME REMARKS 0 4'� PRIOR TO CONSTRUCTION A � -- - -
(017f,E.n PRIOR TO CONSTRUCTION
_._. _ L��IP 0.14X 4•
t3AGOPA GAROLINIANA_ LCMON BAGOPA 2 YR.PEAT POT OR DARE ROOT,2' O.G. so M WER (11/oRinm) -
10 YR WER snkCTURE 50 YR WED? r0 YR MfR _._._AiIECAST CONCRETE .. -----..-.-
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--- - TOP VIEW 4 if 1/?•.DRIFX1 t
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NT.S /EBAR'oGRATE (TOP OF BOX) DETAIL ---
LPG?GHAR!5 V!LLULOSA 5P!Kl!!GUSH 2 YR PEAT POT OR SA.Za ROOT,2' O.C. N.T.S.
N.T S.
HIBISCUS
MOSGHPNT05 SWAMP-R05PMALLOW 2 YR, PEAT POT OR BARE ROOT,2' O-G.
IRIS
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1815_.YJL INIGA SLI1L Pi IRIS 2 YR. PEAT POT QK BARE ROOT 2, O.G. - ---
-50 YEAR WEIR 2&30
-50 YEAR WEIR 18.50
STEPS 24%OINFICf STEPS --
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YEAR WEIR 26.70
- _LOBPLIA GAR>71NAL15 CARDINAL FLOWER 2 YR. PEAT POT OR BARE ROOT,2' O.G. (120ORIA;E) / t 240 RCP // \ 30%RCP
10'WIDE i 10 YEAR WEIR 26.50
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STEPS AT 14'
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7 PR£GiST D0 -- F 0.130 PRECA57 3OX---
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N.T.S.
PRE-CAST OUTLET STRUCTURE DETAIL
N.I.S. PRE-CAST OUTLET STRUCTURE DETAIL '�POND #1 STRUCTURE N.T.S.POND #2 STRUCTURE �R
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At
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TOP OF DAM 29.61 (NU'RAUL WATER ELEV.) :> '�► or 4L/" y
so YEAR WEIR 2e.2 THIS DEVICE 15 NOT USED FOR WATER w �i,°°��'
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STEPS FOR TREATMENT. � SEAL
EARTHEN VEGETATION du
BERM mj 14984
.
*ARORIFICE)WL 70jO 3 �+ �
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VEGE7A'NE t7Y 1FR O 0.57X ?-3/4%ORIFICE
W/6'MIN. WALLS -INV. ELEV. 25.00 N.I.S.
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L INV • . .;: . 6 r 5aa: - - - - - - FORGE MAIN /
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1?4.80 • • INV.: 3 1 1 1 1 I {' SPREADER I C1
8.0'x s.o'x 25 \� 15" RGP 24A SHALE
CONCRETE BASE \\ \ 1 �� `1°PIPE ELEVATION: 25.0*
PERM sm. AREA:21.0 3 BOTTOM: 24.0 4'(P PRECAST MANHOLE
INFILTRATION
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SECTION A-A
N.T.S. INFILTRATION AREA SECTION DETAIL o
-
PRE-CAST OUTLET STRUCTURE DETAIL HOLDING POND #4 DETAIL NT$. W
N.T.S.
POND #3 STRUCTURE NOTE:• NT$. ~ U
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ENERGY
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MECHAN15H
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OVERFLOW INTO TREATMENT/INFILTRATION C"IVED
DETAILS
INFILTRATION AREA X, Ili OCCURS IN SPREADER SHALE. VEC7ETATI VE FILTER DETAI L
NOV az SCALE: N.T.S.
rn SHALE H/LEVEL SPREADER -----
DWQ DATE: I2-0I-0I
7L PROJ # )
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PROJECT: 16o-o2
TYPIGAL INFILTRATION PAN DRAWN BY: v
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2

ELECTRIC METER RE Y 1 51 O 5
FLASHIN6 LIGHT O AUDIO ALARM MOUNTED ON
BACK OF RACK
GALVANIZED
U-CHANNEL -------
°
o 01 - ----- - ---
0 00000 0 00 00000000 " 0000 0 00000
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w POWER COMPANY °
TO INFILTRATION AREA i 0 0 0 _
IN 0 °
0 ELECTRIC POI^ER °
0 0 SUPPLY 0 - -- ---
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51.8 USE MYERS PUMP ME 75
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ATTACHED TO PUMP AND HUNG �-,
UNION (2) FROM A HOOK BELOW AGGE55 HATCH 3 102.3 GPM 31.o - 18.0 = 13.0' 41.0' MY USE MYERS PUMP ME 100
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- I

DI
A2.1
02
- OVERALL
A5.2
UNITS �
5" BRICK, 4 1/2" I I/2"
TYP. LL
3-8 I/2" I'-5 I/2" 18'-I" Ib'-4" W-4 1/2" I'-II" 2'-10" l'-8" 5'-10" 1'-2" 3'-5" 4'-2 I/2" I'-2' 5'-2" " 3'-3' 6'-2" 3'-3" ' 5'-10" 1'-2' 3'-q 1/2" 3'-5" 1'-2" 5'-5 1/2" " T-b" 2'-10" 1'-II" I5'-4 1/2" I6'-4" 18'-1" I'-5 I/2" 3'-8 I/2'
OFF5ET5 B AIR5PACE5
I, 5" BRICK,
r02Q I TYP.
02 0 2 127 W. Worthington Avenue
---- --- ---- 115 YA 114 ---- --- Suite 206
ICI ICI — _ — ICI 151 n Charlotte, NC 28203
5TORAGE 5TO. 5015 ------ EQU P. 5TO. 5TO. TELE/ ' 704.376.6000
I
E I �+ —I E Fax [phone]
----- --- — --- ---� Ilq 117 I _ _ 113 III r- - --- — --------------�
cv r - --
_; �-_-_- :_� _ � www.narmourwright.com
email: nwasnar I mourw g t com
ICI 7I Pb m
PROVIDE 5PRIN6
TALL EQUIPS TYP,. I FOR
.ti
GD
f GARAGE GARAGE GARAGE I GARAGE GARAGE GARAGED
- 2
Sol sot
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UNIT B
i I I I I I I I I I
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(TYPE B AGGE551BLE) I I I I I I I I I II I I I I I I'• . I _ .--:-_�-" .:--_ I J I I I I I I 103 - _
l02 ` I I OO I 120 I I IS I I I6 I I I I 112 �I 110 I I Oq I I SrjOC1ATF
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r GARAGE i 121 -= 1 02 02 I_ ::'--- . .� 108 GARAGE '-
Q :..I
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o 204 A2-3 x I 205 ..�
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LINE OF BREEZEWAYco
A2.1 `° ABOVE
GARAGE I O :I 02 r.-.• ;: O I GARAGE
z I - T.S. COLUMN WITH BRICKLIV
Ab.2 r': - - : - OI
VENEER,TYP. P I:" !n•. ` : _ A6.2
N
_ -------- — LINE OF BAY WINDOW
ABOVE,TYP.
I I a A2.4
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I:• =� 02
A1.1 - I I: _ A7.1
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- TYP r
-- --- O --- $'-a•'UZ":;:_- ::' • .8'�' fL2'O_ -.�'- Ib'-II I/2" F ELEG.,TYP. p p --- --
cv rr Ar
DATE
r
- ..
rill 2002
124 � I
REVISIONS:
0
r _ -• i 123 105 i GARAGE . I_ ----
1 r- — I"; GARAGE
+: 1 ICI O2 I 20�► ICI _ ', 02 Q 08/23/02 Coordnationl Permit
Cotrxnent R
.
FF
6 6 A6.4
ewsim
,
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r
} 126 I - I 104
- f I ul in i 1
- UNIT A - = 103 I GARAGE :: ..: . UNIT , = PROJECT NUMBER
(TYPE B AGGE551BLE) _
lol GARAGE d lob _ (TYPE B Acc:_551$LE) -
11 j o m m I 104
128 ry I T 102
02-001
-----
- L_-- ---__-_-� , LINE SHOWN FOR �
AYOU PURPOSES
n ................... ------ ..................
.�.--.. DRAWN BY....................
`.- I HR. FIRE 5 PARATION
_ I i
.. _ H/G I LA H/G _ _ WALL,TYP. o NWA
o AGGE551BL+ 127 O I -
�� ICI GARAGE 1101 I GARAGE E GI Q-k `
104 ; CHECKED BY:
-
' .............................. r-............ ` _ i -....-.-.-..-....--.-...-............... � O
O .............. . _ . 0 1 NWA
_ - L-----------
!;+ ' Q SEE AI.I FOR GMU/BRICK --------J '' `` r
p .
/ VENEER WALL INFORMATION, ue Q
� L------------� TYP.
L------------ AUG3 0 2
0 0 0 0 0 0 0 0 E O RaJ s J)wQ
m /�
14'-q 3/4" 13'-4" 3'-II 5/4' 5'-4 1/4" 2'-10" 8'-4 1/4' 2'-101, 2'-10" 4'-6" I'- I' 8" ' 4'-6" 2'-10" 2'-10" 8'-4 1/4" 2'-10" 5'-4 1/4" V-11 3/4" 13'-4" 8'-q 3/4" 6'-O" 6'-O"
LEGEND:
- Level 1
26'-5 1/2" '74'--P 26'-& 1/2"
1/2 HOUR RATED
WALL--SEE UNIT PLANS AND
Building Plan
AO.I FOR A55EMBLY INFO. 204-3
ONE HOUR RATED OI
WALL--5EE UNIT PLAN5 AND OI A6 5
AO.I FOR A55EM5LY INFO. A2.2
I
1
01 Level 1 Building Plan 1/8" = 1'-0•
I
,

I
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f
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11
II
II II
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1
1
1 I
IIIII II
IIIIIIIII
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L
I IIIIII
s,�,f� -a11111
II I I concrete
II T' I ( ) I II
CONDOMINIUM
BUILDING
Poured CONDOMINIUM
Concrete BUILDING
II I i :� I II Banding (to.)
Stamped Concrete
/
High Point I ,/
I --- Exposed gee
Drainage Pipe (typ•)
Wood Expansion Joint
uDecorative Wall and (tyP•)
Columns (�•) I Drainage Catch Basin
(hp•)
Poured
II I II Concrete
Banding (typ•)
I. �
IVE
I
. . E CEJ D
Hi h Point+
AUG 3 0 2002
DWQ
PRQJ#
I
Connect Courtyard Drainage
System into Site Drainage
System
24'-0'
ACCESS ROAD
,,S'Ec Sic T �9-1.Z Fay �i•�E�-,IS�a�s