SW8910806_Approved Plans_19911119

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PEMBROKE AT LANDFALL
DEVELOPED BY:
BLAIR PROPERTIES INC.
P.O. BOX 468
1322 AIRLIE ROAD
WRIGHTSVILLE BEACH, NC 28480
THE
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COMMERCIAL
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OFFICES
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GATEHOUSE
VICINITY MAP
INDEX
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ENGINEER: I - STAKING PLAN
S. G BAITH HAMAOOPER DRIVE F E 2 - STAKING PLAN
WRIGHTSVILLE BEACH, fJC 28480 3 - GRADING PLAN
N 4 - GRADING PLAN
5 - STREET PROFILE 'A'
125�6 - STREET PROFILE ' 13
Q 7 - STREET PROFILE ' C'„ 4*
8 - DETAILS
9 DETAILS
0 - DETAILS'
NOV13 loot
DRAWINGS NOT RELEASED FOR CONSTRUCTION �

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Q►:O "i�0� I /�, �; CURVE 10;
�o H�Iu0 / ��Ns�- 1 R= 172.89
ZO^ 4) / T / T= 29.27
t�pev^hb00
f' CH=57.72'
�ZWZWV r 0 /1 - / Q= 19013,Ora I�
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I W� = R377.19 /
II .�
T=39.88'� ^
I • L =79.46 n ^
I C H = 79.31 C� --�-
• I=12004 10 m 5t00 \
1oe
f
CURVE 4:
R= 40.&0
= 4.
L74 1
\ = 64. 7'
I I
• CH=64.17'
Ln=106°4010 \`
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/
41
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7 _ i��/•,fry /�,1� '/ tp,
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/ �
CURVE
G' R=77.37''
T=70.83'
F / L=114.71
,CH=104.49
I t r D=84°56'67",
/ /CURVE 17+ 41 CURVE
T= 5.96' P.I. 17+73.60 �'
�50.
CH= 11.75' _ - //
4=20008,01 Q .-ss CURVE 5 °9
34. - R = 33.60'
\ 214 .24 T= 23.47- \ 2
;URVE,4 L= 40.97 16+58,89 \
2
21+00 FH=38.48' \ P 0o
N d= 69° 51' S9" \
�/ .,'ice, \ \ • \ '�'r// ; o
/ Qa �• 1 a /
16
15
/ 4 16+00
/ ^ 5 46.86-27
'' I1 1 /
CURVE IB
R= 30.00'
L=188.50
= 3600
1 i �
i 26
6too
I 1 � I •/� � w� \
I I I
/
25
I 10, iv
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1 � Ij^ -
I 11 7100
I II i
�' CURVE 8:
Ra71,63'
I I----�' T=28.94'
I , L= 55.01 '
7138.07 CH=53.67 ✓
a= 44000 18
cp 23
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II
I 7+93.08
I 1 • o�. � 8400
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MATCH SHEET 2
CJRV,F.'.I 13 15+19.08 \
R=17o.80' _",, S 4
T= 122.03 =_31 �R'✓E; __ -`' `
L= 211.92 94 39 _ �' p•� CURVE
CH=198.59 - \x R=
L=71°05 17 _ rT= I
I / L=
I �- J 1 �l I /l r' �� > 5. I.s CH =
I 1S40031 49 ' W °
I %93-31
14+80.98
i /
17
\ / \1`
18
14+00
•• _• \ \ t _ _ CURVE IC
R=159.32` �•
L= 126.51
�13+69.02 �� ` CH= 123.21 \�
I \ \Q \ \\ 13t00 N \
20 � ---
0 00
54
�6 57
1 �, - --�� - 55 \
CURVE 6� \ ' - -
/ 2 I R= 542.87 - \\ \ \ / - -
// I T=66.49, \ /1 �\ / \
i L=132.33 12+0J.07 \ -
CH=132.00 12 {00 \
A=13°57'S8''� \ �\ - _, 53 / -
// CURVE 7
T=76.40' �•1� �' ✓/ \\ \ / / /
CH= 1211..42
0= 74° 45 30"
9+41.26 II 0
-
/ I
/ 00 7 10+71``.74
10
o+oo MATCH SHEET 2
STAKING DATA PREPARED BY
BRIAN N. HOBBS, RLS (919) 256 -0002
TOPOGRAPHIC SURVEY PREPARED BY
SHERWIN D. CRIBB, RLS (919) 791 -0080
II
08
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FROM NEW IRON PIPE AT R/W P.J. DRIVE TO CL DRIVE (A) STA 0+00
S 40' 51' 00" E 12.76' - TO CL DRIVE (8) STA 0+00 S 400 51' 00" E 49.60'
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3�f REVISIONS
THIS DRAWING NOT RELEASED FOR CONSTRUCTION

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CURVE I I / / • 1�
R= 337.56'
T=35.60',
/ A = 12 02 26 I
\\49-
48
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C1 /
ti
47 /
t
46//
2+00
45
I , -K
2+39.61' CURVE
R = 78,01 /
/ T= 25.20t
N 1 L= 48.75'
p / > / CH = 47.1dt> �� /
1 / Y 0= 35048' 26'UP Zg
218 �
CURVE 13: N° 8, 1 ! ��
1 � ` °�3t00 44 I
T= 9.85' F
L 37.94,
P. 3+16.87
CH= 37.12 a
.A= 4 I ° 30' S7' 6+ 38.51
43
\+54.81
III. 1 3742
I I 1 4t0 of Lu
5+46.86
CURVE 14 = °
R= 19.03' o� I /.
� I /
11 T= 103.59' 'S v i 5 t 28.24
L=52,87 4 36.10/ 4-P0 � I 1 4 / // N.
C H = 37. 03' A/"',+
I \�, /� '
=159 10 53 C ,7 1 41
CURVE 15
I II I R= 17.I I
I i ijl1� ! T=10.35� /�0 // ► o i
(i I
1 L= 18.6 2�:�• //
1 ► ; �� I 38 \\ 39 40 I CH_ 17.71 , / // / / ,' f
L=62 20 05
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STAKING DATA PREPARED BY
BRIAN N. HOBBS, RLS [phone]
ED BY
S� RWTOPOGRAPHIC
CR BB,vR S (919)EY A791 0080
STAKING PLAN
PF'n BNonf .S (nwo,<tZ-
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Blair Properties Inc.
P.O. Box 468
1322 Airlie Road
Wrightsville Beach, NC 28480
NEW HANOVER COUNTY
NORTH tAROLI NA
WATER AND SEWER DISTRICT
i
to
JULY 1991
Score.
I" = 40'
Drawn
SKC/WSG
Checked'
SKC
Project No
THIS DRAWING NOT RELEASED FOR CONSTRUCTION

3�a
/ m
oo //� // - \ \ CLEAN BAGKFILL
NO.57 WASHED STONE BED
Sjold
c) ltks
yt�tPic
\%\ 12 CPP
1R Of p E '� / e �° UNDISTURBED
z P $ t, RIGS E4EP/ a \� /////� // 16.87 ,�� `�ti ��/i 'SOIL (TYP)
4 c 100 4 Of �' / / POND T6PO BY 3 =�
ems o t ,5 / / // fi08BS SURVEYING
E e
M1 /
INFILTRATION TRENCH DETAIL
I{{ S a N s sJ r^ /i / SLAB + 16.74
26.83
2 E28.0
SLAB
26.83 p i EXISTING POND';NO. I
X NORMAL POOL ELEV. 22.3SLA6
26.33i� gFILLEq 1 6 7
�Q? 5� TQ / \� \�_ _- - +- FFE �80/��� INV OUT /�
0 N _ y _ 10 �\ /�-� -F 4�cii/ ��.�T}e,.,� 20.8 flr / // OUTLET INLET PLASTIC PIPE CAP-
p / //, rQ / / / 20 LF SOLID 50(-10
FFE2T �j// DI �� r �F.?/j/ PIPE PIPE
�3 ^��? /// RIM 25.4` sf LAB �� % CY'-
ot O 5 / P I6.39 V
_ CONTRACTOR SHALL REMOVE / / 12 PERF
,°o 4°, 0 // M? o o , , // /// �s r, 6.83 �Q I'll G,�tiQ o\� �, /
_ _ /�// //, 254 • k'�� 1 �l ���Q ��tiD AND REPLACE SOD USIN �i�� o / CPP
Ors hh20 / 1�'/ c l�
v ah�SO - R / - - - / /
2 O ECt // �! 'o / �,� cQ ACCEPTED HORTICULT �1l ,- o I
trvv�Hp� A ! E� r / _ SLA " /j�// O I i
m24�Z4,c, • / • /' / - „ � �\ I�' 1 \ -0 PRACTICES. NOTE T Y/ �� ��' T \\ 2'SEDIMENT
�' 1
I / 1 0 h �6.3 - r� l \ IRRIGATION PIPEbA - - SUMP
-" N FIFE 27.0 j�� x/ �'' r W�\' EXIST IN THES -EA8
/ O ! ` ,' SLAB 0.0 �\ ��i 8o I
FFE 27.0 j �\ �,c 12 / /� _ _ Ao � OUTLET EL�V 23.3 j i -0 ,� @d./9
'R ` �26 i 26 , INV IN 20.0 � ` ---►
/ ��� / In \� FFE 27.0' 26 F° l �� - �� _ - - - - - 0_ 3 INFILTRATION BOX DETAIL
6.0 FFE 28.0' O AFFE 28.0`
I , AB__ - � • � � - _ _�--_-__ !- _ - + 15 .29° ` _ _ --� \ SLAB
26.0 I h T 5 \
i � I h = � �. � sty � ,_- -- SLAB
I / 28 III; +'Ih ( / DI 25.5' FFE 28.0' 26.5' 26�5 • 2
I / ►. / , I R 24 I \ 25 � S LA B S L A_B,
1 i 1 FFE 27.0 / • �• I SIB = f FFE 28.0 `
SLAB N 25.67' r� Y \ 26.5 26.5
t -
N i I h ii= I i 25.67'
I g / 6 26
I 25 \�.�' / / ! FFh 28.0' \� \ ��.%/ ;' " / 1 NOTE: - UNITS SHALL HAVE GUTTERS AND
r
u� SLAB SLAB DOWNSPOUTS WHERE REQUIRED TO
a \ h / Js �\ /i t,. �'��� DIRECT ROOF RUNOFF TO DETENTION PONDS.
1 � 25.27 25.27 cv 16 � � \� \ � /c/ ���// / -'a�� -THE CONTRACTOR SHALL BE AWARE THAT
�\ / N 42 LF 12 RCP FFE 261 cv /�i / l �� //�/ // ��
SL B 24 3 I1� 1 •-- 1 15/ FFE 26.5,/ = r ` SLAB a 0.7 % // /� / G MUCH OF THE STORM DRAINAGE SYSTEM.
r 11', 1 I FFE 26.5 1 14• r
/ IM 25.75 25, / c / / -
- �II � - FFE 26.5' Fb€ 26;5 / 26.33' ' m � WILL BE IN A PERMANENTLY FLOODED
/ ^ - 25. o / 25.0 5.0 �
RIM 25. SLAB /// //�// CONDITION. FOR THIS REASON, SPECIAL CARE
SHALL BE TAKEN TO SEAL ALL JOINTS
* � - , t ., � � � j0,, �. DI 26.33' � I j/ I � �� " // �/ / IN
h
RIM 25: v �`- il/ f ACCORDANCE WITH DETAILS AND SPECS.
1 / / Ir �' FFE Z6 t
I ! r N \ \` ~ OPOSEC� / I 5 / 26
1 / / 24-�N D No, 2 23 24 INV.
►+ / S - FFE 2b`0' NORMAL POOL ELEV, x ••• -/__ /Zx5� ;� 27 �/
I I rt{drt23, �� I 22.0 I 17 /; oCuoss A - - 26
p
I I v \� L B 2b I ��`� 1 J'IfI I I / `R38 LF12"RCP a O ° Df F -_ tv
' 1) I BOTTOM ELEV 17.0' 1 / 7 / /° RIM 25._
I I I 24.7 5 0 / { (
I I I RIMH25:7 J. ; 1 \ ` POND /� BE CO STR� CTrF� I INV OUT 27.6 r� 1� 26
I 1 142 +
I I / 12 RC 25 LAB \ ` rN H A S E / ���` g XQ.7 ssC114,6"3 i 25.5 \ . ' \ ` 8 /
Q 3.5 % _ 5.0 \� ��. �'l� I / / / �� A RIP r1p s I .rt +I HP
1 1 2 .9 25 \' �� �11 8 X y ' I l ... \ Nv 20. Ay
^.1 FFE 26.0' �� �Ci I'A '9 2 7.7
RIP Rti�
140
EXISTING DI I ,\ I \. \ R 1 /27,6
^~80 LF 12� CPP
BELL TO FILLED �'\ IN 5 \ I 25 JMH \ / PERFORATED, IN
\ \ \ 1 N.Z. x 26
17 RIM 26.3 � , r l 6 X 3 STONE BED
SLAB 0 0. 4j�ETAILS
0.� -1 7` SEEv
25 tL p 25.0'. 24 FFE 26,121 pP , i \ \ Ain F,FE 27.0�/,�6,5''� ? ,
I N 2 / \,00' �- 18 !� p° ���� - - _ _ _ �/ t t "20 LF 12'RCP a 0.6
_ )
I 1 bl 25. 5`.' / 24, / -� ��� ... - \ r' FFE 27.0 "�� _Io (SDI RIM 22.5'
I I ll5/� lB RCP - < _
I I F14 M 25.75' h� -- - -
@ O.6� CONSTRUCTION
r JYnH 4 \ \\ �= 5�63� �' ` 08e 2 i ENTRANCE
I I ►,' IUD, pU7tr.7 \ x�� c _ 23
23 �\ ♦ 'BLAB
j141 I '- I UTLET \ �.\ \� �� �.\ 25.0' * 245` - -- -- - ._ 28 LF�iZV' F�CP4 I%ss
I i w 23 \ STRUC RE h�� ``� /'( 25 rn - - , SLAB / / e
WIER EV. 2 1 25.0' b
�A SLAB FFE 26:17 INV UT 18.0' FFE 26'V \ 224 R MI 24.k- J_
20 ..j 23 _ 'i- - "� �q RIM 2 2.5 ' 5
o
r- FFE $6.0 PO �, 25.0 _ _ - - x p 5 I T' SSG
I I v � ��° 2 G / \5\r � �\ \ '`x FFE 26r5 _' p ETA - l
\\' \ .1 \ i ° I ,
I v1 o FFE 26.i' f/ - 21 DI 56 57 `' �z 2
I I SLAB 1 RIM 2 0 FF 2
5• x �\ DI 25.83 .I 6.5 \ � FFE 26,5� -
I 1 \ o FFE 26.0 \ . 24.5 r _
I I DI 25.5 // I '25.0' \ �I° \ RIM 24.5 // \ FFE 26.5 -
1 04/; U
I RIM 24. 24.9 v � 'Sh -, '
�o o' 'fix ,/ 53
rn i \ . ��� FFE 26.5'
i
° /
I ' / LL SLAB / � I 25.0 � LAB �
25.33�� 00 �/� ; 25.0'2 // + ����"---� SILT FENCE -____�
I I s 2 DI 25.0' / \� FFE 26.5'
I I '` 2 5.7 , 25
N
o 30 LA 26 i�48 z48 / `� /'/ /'^ �' \ .� J ��- i/ JxlSfr•,C1
FFE 26.6T JUNCTION / 25.8 - w/1-
I j I IN f6.2
IN 9UT 16.7
h-r-�, RIM2!8i e a v �� / /�- (7.0 1 f I J a
i MATCH SHEET 4 26.5 \ MATCH SHEET 4 (0/113
rJaleLy��
UGRADI NG PLAN1991
Scale:
I) GRADING CCNTRACTOR I"=40'
SHALL ADJUST EX.
MH RIM TO 0.2'+ a:t. C.AND F-/XI L- Drown:
OF FINISHED GRADE.
SKC/WSG
PAVING CONTRACTOR �,<�� 16 GA,P() "f#,, Checked'
SHALL ADJUST EX, � .,...o Blair Properties Inc.
M H RIM 70 0.0 *4-:, P.O. Box 468 SKC
FINISHED GRADE. 1322 Airlie Road Protect No
Wrightsville Beach , NC 28480
12;,5q
•~vti �` r• //yy (��' ♦mow NLEW HANOVER COUNTY sncet Na:
KE1iH ,`
J'', �� NORTH CAROLI NA 3
r WoTER AND SEWER DISTRICT
THIS DRAWING NOT RELEASED FOR CONSTRUCTION

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1
3
00'S'L
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CONTRACTOR 'TO F
VERIFY NEW IIQV EL.
OF 48" CMP a
VERIFY EXISTING
GRADES FOR HEIGHT
OF BOX
ORIG i NAL
INV EL. 12.98
481
y.�g` CpAP
EXISTING
MATCH SHEET 3
� I
[Tf ,
26.67
30
I
II 31
I j FFE �6.6
I I
I I �
I 1
1 � �
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If /
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FES INV
O / / 19. 0,
10,� r'
~O i 23.67,�,
�h -
I vew
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34 _
I
1 111 ►-FFE 3 67' SL
1 I \ 2,'e
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35 �A
I FFE 23.67'
I
1
N 85 LF 36" RCP a 0.14 ° 21 - r
4r1NI
- - 48 x 48' ° I
JN BOX JUNCTION ,BOX o
I.88 INVIN 14.0 SLAB
INV OUT 13.88 I , 21. 67, 4 4
h I / FFE 22'-
to I
1 I f RIM 20.5
1 r FFE 21.5' _ 0
1 I \ SLAB En F E 2'9
1 - 21.67' \ SL B
7'
I a SLAB ; ` n
37 20.67 \ \ v 1.67
FFE 21.5 \
1 I
I 1 f I Pl M P STAT ION 21 I
C
RLRLM 0'
/ x 55 C F
Rc I
SLAB 20.0' SLAB F�E 2
20.67', + '� v p 5 ° I 21.67`
CC)\ so 1
�Il� °s r
'
SLAB SLAB I�� 'A js '
1 1` 1 I1 M 38 20.67' 20.67' I°
I I 1 11
\ NV OUT-
FFE 21.33' \\ 39 40 16.53'
13
,FFE 21.33' FFE 21.33' i
I '
I � i NEW 5' x 4'
CONCRETE JUNCTI _ -
BQ� _---- ---- - - �
-NE VV CHA14NEL
W � � 2 2 YI SEE DETAIL
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48"x 48"JUNC,TION BOX FE 26.5' // / y/ // / alb' -•\
INV IN 16.2/
NV 0/T;ig.2�_SLAB
/ L
ROM 51
FFE
25
--50-
I
t a
`^r SLAB FFE 26.0
25.33 , - . I
.24
49 1 +
I 1.
��. FFE 26.0'Ik
I
mot' \
\22 FFE 26.0'
p' \. 21
f
i�r 047
.67' FFE 23.33'
.A
EXISTING CYPRESS POND
4G/ // / / WATER SURFACE ELEV. 18.3
f�
E/23.33 r
�0
0 / "-
- -- *- 0
a o h6 ear i' s
•//\ _ ` Jam\ > ) / � f
I I'
22.
Al
NOTt r ROUTE CHA +-L AROUND PROPOSED POND NO.3
r USING CHA�IEL DETAIL SHOWN BELOW
19 / J / /NC-W C 1AAihln+GL
/gyPA5S&S po.j'o
5C-6 DE7A1�
Z�' PROPOSED POND NO. 3
OUTLET ELEV 19.0'
L--= ,CC� INV OUT 17.0
24" FES
�x °
G ,4 S to
E V. 8Y;ppOL ^ R1 P az Af
N
BOTTOM EL-EV. 13.0'
''O !
y112141
CHANNEL DETAIL
SOD W/ BERMUDAGRASS
REY. NO. DESCRIPTION DATE
REVISIONS
GRADING PLAN
PENAOPS oKE aA LA►NC)FALL
Blair Properties Inc.
P.O. Box 468
1322 Airlie Road
Wrightsville Beach , NC 28480
NEW HANOVER COUNTY
NORTH ZAROLI NA
WATER AND SEWER DISTRICT
Dote
JULY 1991
Scole:
I" - 40'
Drown
SKC / WSG
Checked:
SKC
Project No
Sheet No:
4
LO -to---
�I
I I lly I.41%1141ev llvv Ivv l nc, LGAor-u r'Vr( I.VIV:7 I Muto I IVN

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THIS DRAWING NOT RELEASED FOR CONSTRUCTION

318109
,I
48 FES
NEW 5101
CONC. JUNC. BOX
%V.
�`
r!O -1' Ob
i
34
48 x48 JUNCTION BOX 35
INV IN 13.88
INV OUT 13.88
WASTEWATER PUMP RIM 21.5
�� INV IN 18.16'
STATION (SEE DETAIL)
CURVE 13: INV OUT 17.91'
_ R= 52.36;
CURVE 14- T= 19.85�
R=19.03' , L= 37.94� 2*0
T=103.59 , 36 C H = 37.12 � � t39.'�`
L= 52.87=41° 5
CH- 37.43 37 48 x
° JUNCTI N BOX_
=159 10 5 .,, ��°
4.0'
50 L NV OUT 14.0 ��O 0`?� x�� CUR E 12:
�� .►�x x'S ti R= 78.01I
\ ,� _
BI/ �,ai Q T- 25.20,
% i1 pvG fol- L = 48. 96'
t CH = 47.96
A = 35°48' 26"
38 M •t 3fi54.81
4+45 4+00 I
+3610 _
DI 4 00 ' INV IN 17 3'
RIM 0.0 Ox INV OUT 17. 3'
OUT 17 44
39 5 00 ���0
4+ 89� - a
hx 1 ,45
(2 5i282
40 !) B.O. INV IN 1 .20' (1)
INV 1 17.53 (2)
CURVE 15: INV 16.70'
R-17.11' 42
T=10.35'
L=18.62'
64'=17.71'
INV OUT
16.53' �•
NEW • • '.
CHANNEL OUTLET ELEV
/ I8 3`
OUTLET ELEV. 19.0
INV OUT ITT"
00 00
s -F-Or� -� O� 3 -���
33 FES INV
19.0'
1t L
�-
46
45 "
Z f �
31
32
CURVE II :
R= 337.5�'
T=35.60
L= 70.94 M
CH= 70.81
A= 12002126
F N, p`P W I L
6
0 94
0
�` VC FORCE
/ DI
RIM 22.0
INV IN 18.73
INV OUT 18.48
47
48
•
I -4- GU
GENERAL NOTES:
1. CONTRACTOR TO CONTACT NEW HANOVER COUNTY INSPECTIONS
DEPARTMENT FOUR DAYS PRIOR TO BEGINNING CONSTRUCTION.
2. NEW WATER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CITY
OUTLET STRUCTURE OF WILMINGTON STANDARDS AND SPECIFICATIONS. ALL WATER LINES
WI ER EL 23.0' SHALL BE DUCTILE IRON PIPE, HAVE 36 INCHES MINIMUM COVER AND
INV OUT 18.0' BE LOCATED 5 FEET OUTSIDE THE BACK OF CURB, UNLESS SHOWN
OTHERWISE.
3. THE SANITARY SEWER SYSTEM SHALL BE INSTALLED IN ACCORDANCE
WITH NEW HANOVER COUNTY STANDARDS AND SPECIFICATIONS. ALL
9 41.2g SANITARY SEWER LINES OVER 12 FEET DEEP SHALL BE DUCTILE IRON
• PIPE. ALL SEWER SERVICES INTO MANHOLES SHALL BE CORE
INV OUT 20,5' •• DRILLED.
4 SANITARY SEWER FORCE MAINS SHALL HAVE 36 INCHES COVER AND BE
i CURVE 7 = 21 LOCATED AS SHOWN ON PLANS.
R=100.00
T=76.40' , 5. LL SEWER CLEAN -OUTS AND WATER METERS SHALL BE LOCATED
L-130.48
y I +95 CH -121 042' �� 20 TSIDE OF DRIVEWAYS.
�pn A= 74 45 30
6. WA R LINES AND SANITARY SEWER SHALL HAVE 10 FEET MINIMUM
0p HORI ONTAL SEPARATION OR 18 INCHES MINIMUM VERTICAL
48"x 48 JUNCT N BOX SE P ION. The- 5/aw1� se aro� I io^! s o! r sEw�vs
INV IN 16.2 19 e ,s
V OUT 16.2 Ati 9 s�o rn ,5ewe r5: L�Fo55iNo� s no mee� 57/
irati, .�'° �. ea.c (•i uk� (�-� (i hr 2.,
/� 18
0���?g RIM25o CURVE 6:
INV OUT 3.08
��x R = 542.87 .
T=66.49' 17
L=132.33' CURVE I c
MH 104 4 RT CH = 132.00 R=170.80
! o = 130 57' 58" T=122.03' 1
L= 211.92' x��
CH=198.59�' �� �h
IM 25.8 /2tp A= 710 05 17
N V 10 22.73' O !,
INV UT 22.73' /2fp4 p, 8 p/
�y� INV OUT i
fllDI 2 0.5
RIM 25.0' RIM 25A' /3t • ' .
INV OUT 23.0 0
INV IN 22.11 FH
INV OUT 21.86' DI
RIM 24.5' Q'\ 0
INV IN 21.69 13+6gp2; 14t \5x0
INV OUT 21. 9 °O (2
DI
49 50 51 RIM 25.8' MH 14+02 RT JMH
INV OUT 23.88 RIM 26.3
INV IN 21.5' (1)
52 INV IN 22.0 (2) NORTIri
53 -
-
54 �� 230 LF 8'1 PVC 9 0.50 %
55 RIM 24.5'
INV OUT 22.58'
56 -%.
NEW INV IN 17.35"
(� /-u�, j /� VE RT. 1 = 4
-
- -
co
+-
_
--
- -
--
- --
-
- -
-
_�,__
cr-
-
-
Q
-
--
--
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--
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-
--
-
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v
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-- --
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--
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Alht
- -
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-
- -
-
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-
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--
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-
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--
--
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-
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f_cAe
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_
-
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--
-
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--
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-_
-
-
C
-
CID
-
-- .
_
-
REV. NO.
_©
_ --
DW IPTI ON
REVISlONS
Do f e
J U LY 1991
STREET PROFILE B Scale:
AS SHOWN
P5�`n8R®KE aA t..ANOFALL. Drown:
a,6
��,�� `1 ;F�sau ��lf�'�•� Blair Properties Inc. SKCed:
H d✓ PO Box 468 SKC
322 Airlie Road Project No:
q " ` u Wri ghtsvi Ile Beach, NC 28480
b
Sheet o:
N G W HANOVER CO Ty
..
NORTH C A R O L I N A
DAn/P? �
f.cl cj! WATER AND SEWER DISTRICT Of:
_toCJ
-- - -
--
-
-
-
-----
-
-
-
----
-
-
---
--
-
--
--
-
-
_
_
_
-?
--
--
-
-
-
--
--
J
THIS DRAWING NOT RELEASED FOR CONSTRUCTION

r• f,ui �o
MH 9+68 RT
CURVE 7--
0 R=100.00'
o P • 9 95 = T = 76.40'
-" ' 0+00 L=130.48
CH=121.42'
A= 74045' 3©
i
EASTWOOD ROAD
JMH 6t13,
CURVE 8 = RIM 25.7
INV IN 23,74, (1)
R= 71.63'� INV IN 23.39 (2)
T = 28.94 INV IN 22.63(3) D
L= 55.01 DI R
RIM25.75' INV OUT 22.63' � i�
CH= 53.67' INV'IN_22,531, I) \�
A= 44000 18 I NV IN 22,0�7 �)
I NV OUT 21.82
MH 7*63 RT - V.
OUTLET
• SEE SH 3
4-010 8+ (DO
POND 22.0'
C.11PVF 4:
CURVE O
R= 17 .89'
T= 29.'
GENERAL NOTES:
1. CONTRACTOR TO CONTACT NEW HANOVER COUNTY INSPECTIONS
DEPARTMENT FOUR DAYS PRIOR TO BEGINNING CONSTRUCTION.
2. NEW WATER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CITY
OF WILMINGTON STANDARDS AND SPECIFICATIONS. ALL WATER LINES
SHALL BE DUCTILE IRON PIPE, HAVE 36 INCHES MINIMUM COVER AND
BE LOCATED 5 FEET OUTSIDE THE BACK OF CURB, UNLESS SHOWN
OTHERWISE.
3. THE SANITARY SEWER SYSTEM SHALL BE INSTALLED IN ACCORDANCE
WITH NEW HANOVER COUNTY STANDARDS AND SPECIFICATIONS. ALL
SANITARY SEWER LINES OVER 12 FEET DEEP SHALL BE DUCTILE IRON
PIPE. ALL SEWER SERVICES INTO MANHOLES SHALL BE CORE
DRILLED.
4. SANITARY SEWER FORCE MAINS SHALL HAVE 36 INCHES COVER AND BE
LOCATED AS SHOWN ON PLANS.
5. ALL SEWER CLEAN -OUTS AND WATER METERS SHALL BE LOCATED
OUTSIDE OF DRIVEWAYS.
6. WATER LINES AND SANITARY SEWER SHALL HAVE 10 FEET MINIMUM
HORIZONTAL SEPARATION OR 18 INCHES MINIMUM VERTICAL
SEPARATION. Thc- :50,V7e se pares 1 i 0"'S 5/l0,// /� TO Sal"- aG-C .
Sewers c,NQ 5-fovn-, Sewers, Crassi��s Nof /neefIiv This
5+'1"JQC'Va s�all ase, dtuc4,'(e (rntj �'ove
- - - - Dore
JULY 1991
_-1 -1-7 STREET PROFILE C Scale
E BRoKfi a,_(. AN_oFALL _
:� .-�'-' .••t •� �. �S /f�°6 'gip"- ;.
ro I?5�a
Blair Properties Inc.
P.O. Box 468
1322 Airlie Road
Wrightsville Beach , NC 28480
AS SHOWN
Drown
--- - W
6=k�jsue•` tea' NEW HANOVER COUNTY
y��rrj�its.,
�•c
ear+„itali►�•` N 0 R T H CAROLINA
,/ - �'
ILI.,� WATER AND SEWER DISTRICT
�1«DkAWING-NO RE A-SED-FOR-'-ONS�U-CTI-ON
SF% / SG
Checked
SKC
Project No
"-Sheet No.
7
�'L-f-1 0---J

%/,141ASLE (10' MA'K-)
STAY .✓IRE'► P�IIrJ• 12'/,L GLIAVES-�.
I Zo f- 'SZ or AJ V, M I•-1
to 6I.1Ac.E
60T-TOr_1-sTKAr1L7 t^I J
to GIJAVE
Lu•JE WIRES
1�11r T. I Z 71 GLiA4,G
S : Cfa._ 02 —00% >GeS T
WtfTE SHALL d- A MI►J of '3Z wli7c
f(�TE� FAgRIc
iwD HM/c t�tul. C7F v Ur•JE Z"STA"( SPnGIrJG.
FILTGR FA.EWIC StiA -t- FW A I^-TIP4. of 3,&*
r/IDE ( SrV1Jr f3E M1-TWED AVe4IJATEL( TO
I
3'0 rn i...ilC>Sri F'�TER F.�SA+C
WIZE AD. 01=15t-TED E►1 r I`:Ef__K .
..-...<��
FIU SI OPC
AND-'� of THE SELF FgsTs✓^Je� ,.7-Ic�L-E
15-ME- . TYPE.
WOOD POSTS 'SI`0LL gE MINJ. of o
_1(
GNCOuPN77 L►k
IH HEI(s►IT �� V* OR r�$W IIJ OIAMMK. uan IrI.JI`
=III / (O MIN
FA991Z- 4-+4W.L- Or: FASTEr•AEV TO
v./ovDG� J p+D,1T wITH O JOT LEA -rrlP14—
• 41 VAFM -I;TAPL,ES (%t: LOrAG,
'�jr�v✓ g� �l Ai�G NOr /I.GCe_rTA6l�L= '/�a v-S ;' Ipn
`�TeEL • 2 R'
KA,,/TweS -5fI.T
�trJCjloR �1LtcR FA(5KG AS f2I%ZdCrED
IIJ l= Z
AI. To FF.J461riG�.
TEMPORARY SILT FENCE
DETAIL
'Tor or e[Ilu —'-�i 71—
CARAT AI► -AA► ur SO[3 Or S/llwAT
I*
Io WX
j IAAL rK[80a110
WOOL
;•♦ + ,
11' Ak-r"
SECTION THRU BERM 9 FILTER
urn .Rra I r
01 RIP- MAP
IS WASHED
STONE
PERSPECTIVE VIEW
0 o -3cAL. c
A
R-3572 4-Flange Gutter Inlet Frame I
and Diagonal Bar Grate
I
Heavy Duly
Total Weight 1065 Pounds /
Grate is reversible for right or left hand flow-
47�3 - 261
.-
1? N.,
Lam,
451 ! I ( 2q,4- - . - I
Also ovailable with Type L grate
2. 7' J �- -- - • -- 278 os shown on R-35: 4-L
L1 48g - - I
-- -- 37I
S9 ' wCESS IN SEAT FOR �OPTIONAL
SUPPORT BAR
rP+� Jj wt ll It` �t2G}'�S
C-
�I1�_fAAI
�rec_o-4 L=�
50� 4
T - .-
Cal off.
6,JT-K A►.JGC
/1t11 A \/�� w R�a"II"�1 1 —I I
u n /A V [L 1_ C�i I i rr- II`� T
CONS r-�uC " A
V -7"
CONCRETE API
GRADE ELEV
SEE SHEET 3
(STD 840.17
MEDIAN OR
DITCH GRAUL
FRAME 3 GRATES STO 840.22
6 840. 24
A
6A L 4-
= Z°o OUTLET f
PIPE — 4"
x--
1 SECTION - XX
-�4 BAR
DOWEL e
GENERAL NOTES:
ALL EXPOSED CORNERS TO BE CHAMFERED I".
CLASS "8"CONCRETE TO BE USED THROUGHOUT.
OPTIONALCONSTRUCTION-MONOLITHIC POUR, 2"KEYWAY, OR'4 BAR DOWELS A"
AT 12' CENTERS AS DIRECTED BY THE ENGINEER.
FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
ALL DROP INLETS OVER 3'-6" IN DEPT SHALL BE PROVIDED WITH STEPS 1'-2"
ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD.840.66.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE
AS SHOWN ON STD.840.66.
I'-7" WHEN PAYMENT FOR THE DROP INLET IS MADE ON A PER EACH BASIS, THE
CONCRETE APRON WILL BE CONSIDERED PART OF THE DROP INLET.
TOTALMAXIMUM HEIGHT OF THIS STRUCTURE IS 12'
CONCRETE APRON SEE DETAIL
/--
i.o 4.
6 1 51 `. 6"
OUTLET
PIPE
SEE NOTE
SECTION-YY
-- MEDIAN DITCH GRADE
1 II
I I I MEDIAN 0 1
I
/ CCNCRLiL APPON \
CLASS "8" 6" l�+
CONC T I" I Q Oi
o �' O
CONC.
CONC.WALL ANCHOR
�a BAR
(APRON SUPPORT NOTCH)
MIN DIMENSIONS AND QUANTITIES FOR CONCRETE DROP INLET
PIPE
SPAN
WIDTH
HEIGHT
Cu. YOS. CONCRETE
IN BOX
_
DEDUCTIONS FOR
ONE PIPE
0
A
B
H1
BASE
HI FER
FT HT
HI u1.
TOTAL 1 TOTAL
C.M.
R C
12"
3'- 8"
2'- 0"
C - 7 "
0.362
0.247
. 391
T53
0.020
0.032
1`1'
3'-8"
1' -C"
1' 10"
0 -162
0.241
4;)
$,5
0 023
U 036
I3-
11"
I
515
E:7
0.033
0,049
;4"
2'-8"
T3'
652
,-1
0,059
O U85
iM-
3'
781
4
0.091
0 111
8"
2'-0"
3'-8"
0.362
0.247
90F
]T'4
0.132
0 I18
FOR "" BOLT —
Y-1 N �
kk_ to
X X
N !O t 2 -
0
11/2-�
_J L L
1r II/2° f
Y
a0 N
21 N"
PI.AN GRATE SECTION YY SECTIn11 Yv
211
i �I to
VA
1' 11
e"
CRATE SECTION XX
^Iy 1
z•
�- -- 10" --� --
4'-0"
FRAME SECTION XX MASONRY ANCHOR CONCRETE ANCHOR
8 � BOLT (/PLATE 3" ¢ BENT BAR
8
REVISIONS
0• DATE I DESCRIPTION I y-ve J� 1,1 �5,/� AST]
N�TL 1��,��1��
Ll
STANDARD NARROW SLOT' GRATES SL FRAME
FOR MEDIAN DROP -INLET TYPE W AND V
STATE VjAgI oN OF HIGHWAYS R STO.NO. Ev
RALEIGH. N. C. I 640.24
FIN SHED GRADE ELEVATION
f— FRAME PC COVER STD. 840. 5%
ECCENTRI.0 COIF SECTION- \_
12"
SIN 12".
• N :" STEP STD.
it 844.66
m
2'-0" 2' 0"
I
Mi
u•_rl
1 �
7
t ,1
X o f i SEE X
1 1 NOTE
fo
in
�[:73' 3" 3'- 3" FOR 12" BRICK WALL
2'-I I" -.�-f- 2'-II" FOR 8" BRICK WALL
SECTION ON
CCr NnTC
GENERAL NOTES:
ALL MORTAR JOINTS ARE TO BE 1/2" : 1/8".
CONCRETE TO BE CLASS "B" FOR BASE..
FORMS ARE TO BE USED FOR CONSTRUCTION OF THE BASE.
JUMBO BRICK RILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID
CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK
PRECAST MANHOLE COMPONENTS SHALL MEET REQUIREMENTS OF AASHTO M199
FOR MANHOLES OVER 12 FT. VERTICAL WALL DEPTH BRICK MASONRY WALL
THICKNESS SHALL BE 12". FOR MANHOLES WITH A VERTICAL WALL DEPTH LESS
THAN 12' BRICK MASONRY WALL THICKNESS SHALL BE 8".
RISERS AND GRADE RINGS SHALL BE ASSEMBLED IN SUCH A MANNER AS TO
CAUSE THE STEPS TO HAVE A SPACING OF 16" FROM THE TOP TO THE BOTTOM OF
THE MANHOLE.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX. ADO TO BASE
AS SHOIIN ON STANDARD 840.00.
WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC. THE TOP OF THE
MANHOLE IS TO BE FLUSH WITH THE GROUND. AT OTHER LOCATIONS IT SHOULD
BE A MINIMUM OF 9" ABOVE THE GROUND.
KEY
3 HNE o----
= o
o
c _ - _ b STEP STO. ;640.65
h 24" GRADE. RINGS IN 8" HID(
SECTIONS TO BE USED AS DIRECTED
BY THE ENGINEER.
CONCENTRIC CONE
SECTION
I •t-. DIMENSIONS
PIPE BRICK
DIM. HEIGHT
Y D HI (.MIN.)
I 1 0
SECTION XX
REVISIONS
'0• DATE DESCRIPTION 30" 3'- 0"
10-IO i 6W.d 4- Cnnr. BI.,k I.. -, ,. �6" 3• _ 7 ALTERNATE CONE SECTION
D 63483 12"Pips Addod To Ou00tlb ScM eul• 42" 4,- 2"
�TION Y
1 STANDARD PRECAST PIPE MANHOLE
1211 THRU 42" PIPE
STATE NOOFHHWAIR
D DIVISION OGYS
j.:
GUARD SND.L_L. Mie-A'TED PRoM " STIFaEL.
2. AT.1GNolt -(itASH GL1 Go ANGHar- 6OL-TS (OAGN -PVe),
vn, eo * FkqM EDGE o f STE TER BoL--r.
`. �4f p• `.
Ll N
15CHARGE"
nA-i• b
STO-NO.
840.53
Top of gNeRNt
STD. I�1M,Hot� FR-A.rnE 1r Gc cK
IJ G. DvT tTD. rJ o. 84O. S4 6
\
I
NL Do^r STD• GONG.
� /!�
S�
TLIOCTIOP, boy_ p62
STD. hIO. eQ•o.31
opsi' INv
YAtal=_S
INV.
'
'
PVG INVta 1C-FpD
t
I
yAIRJEs�
f�V, 041T
���
o�0
19oTToH
A�--I
FRONT VIEW
i
SECTION A -A
DETENTION POND
OUTLET
BOX
DETAIL n1s.
PVC
INVERTGO PVC. 1NVGi2TED
OuTG(;7• OUTLET
w,c,Ig SIDE
wFig /A,aeT
�2
51P0,4 0 SIPIaON INV,OUT f111PL .51?G ' PIPE /A/(/CRi ,.rui
�yls-T INNER 'Pl�tit� ra ( 5.5'x /S'
3.3
Zft Z
Fvv, sEa 'Fe, op 1,10 Z S.oXis'
?3.o
Zlt -2
3��RC� I�.o
c/,C'x/,O�
1R.O
lrI l�,O
� r' � 17.0
d. RG
o
Qr��� Qofa� >-1 3
-
DETAILS
PE 10RONG � (�ANoFAC.I•-
,�t�„nnTWTrrr �
CARO
.4p�
'c SEA-_
12564
<r too
Blair Properties Inc.
PO. Box 468
1322 Airlie Road
Wrightsville Beach, NC 28480
NEW HANOVER COUNTY
NORTH CAROLI NA
WATER AND SEWER DISTRICT
Dots:
JULY 1991
Scale:
AS SHOWN
Drown:
SKC/WSG
Checked:
SKC
Project No
Sheet No:
8-
Lof I0
._',
I M10 UrVAVAT 1V4U IN 1 rCCLt=HJtU rvrc UUIv51 11U(; I I U N

■
♦ 1/2' FtVAKR CONNCCTION
PACE TO "MTIR UN[
or STRCrT
WORO'MATtN' ON COY[71 +
•M
r
M • ! I I
C.I.VALYC BOX
-.-- YALvt W11d. 10 1 To GNU e' 1
ar I
m1.,.!=-3==m
i
It
'I` •r
: -:I/I' Mac NOZZua
thO NYOIIANT TO KAVt Rat"
10 CCT� pit RLNOVABL[
Ait L.
WO
- SUIRY Lmt
D,AIN
ILK Afacre�r p:•-:: -".
DICLT M0. so•IIA PO R 17` • 13 4*
,IDMrf,RIITBAINT Bi0u111(0
Mr9RARt7 WALL B[:
MULLLIX 101"
1WCLL91t CeNTVRION
pARCIMe a'SO•S QU1K-FIX
X
Tut. F
TO
� . -41' 1 .
Ft AINI X --E� PLAN
BENDS TEES
• 241 MIN. - Ifi1 d LAK4mv, PIPE Ig" 1rt111.
11311 m1w. -too 4 SHALLKR f
• •j;; Z�
sa W11151
SECTIOW X-X PLAW.•4 vATIoN
BENDS � TEES PLUS
Tut. F
TO
� . -41' 1 .
Ft AINI X --E� PLAN
BENDS TEES
• 241 MIN. - Ifi1 d LAK4mv, PIPE Ig" 1rt111.
11311 m1w. -too 4 SHALLKR f
• •j;; Z�
sa W11151
SECTIOW X-X PLAW.•4 vATIoN
BENDS � TEES PLUS
5{ze<
7o't3euDa
45'13 D5
ZZYi B15.4DIG
TGIa} PLUGS •
D
A
a
B
A
4 e-
p
G t
it; l
1G t
7 1
10 1
` r
1
10 1
m l 10
Zl
i3
`%
IQ •
`13
W, 12
Z11,
1
1 1
1-i1
O
I4
Iz.
[W7-
ZI1
•IG2a
IGZ,+
-rT
7
L4'
L71
12
Iz
zo
Z4
ZZ2
` Li
I
"� zo
Nptai 'Sssed on 1.5 x Arking pressure of 100 P5J Pill; AIr1IA wter neaagr.
/.IL:- )�rA.rdN4 sktarv►cts To M c-imLem TO ;.*JDIC7VftJm=> 4Or4=L I;%
STANDARD THRUST mocKS FOR WATEk, MAN
►or I" *CA"
aT[NeION OR STACK • r MORTAR
P \ _ BRICK
/
,PLAN
t' ASPRALT I CASTINS
I LP
4 BAac MORTAR CV" FLAMOC
ro/t C A3 T NO IMAIOR TA R
aCZ 7r•.CIT 90-14 •:�.r I r/ ,LbORTAA !NIC
� MORTARK
t.r:rt :?t:••;.•`...
A M
wacR vAlvt aox cxTusK)N e
CA3TtN0 CCNTCRCO CVFA \ALVC
acwCR C AAN-OVT CASTWO .
CSKTLM= OVER STACK,
--SECTION 'A -A• —
NOTE:
TH19 INSTIO TALLAN RCOUIRCO WNCN VALVE BOXES 'A140 CLEAN -
OUTS AK LOCATLO IN rRCSCNT OR IrVTVPtt PavrO AREAS,
-
rrerom To i[T5'1NO CA{TINoi, New INSTALLATIOmS WILL ReculmC
"X COMMCro#4 C/ BACKMLL IN •• IMCM WTS.
A 2.4- X Z4*' X to" TH I CK CONCRETE PAD
SHALL:
C_3E PL_AGEC) AROU"ID
VALVE t30xES AT L (DCA-
CITY OF
WILMINGTON
71oNS V4HERE VALVES
TYPICAL
DETAIL
ARE NOT L.00ATEO I N
VALVE BOX
81 CLEAN. -OUT
PAN./ E C) AREAS.
CASTING
BASES -
lCJiLE: I ; >• I', O'
DATL: ,mW 13.1976
DI i►rW Xr: R.\LS.
CHXCKED sr: WXW
fil>C 2-1-1114A-C
A�0�3
A►RTt.ICNT
SO.14A
° .
D •ASTIR(M MET" 001
�• B '
T7l£ �K * I»SOFT I-K 3/4- RKWCIDt
CCrPrEll TUDWG
ML16LLtA t' COIN'. STOP ,
H IS000 K E W AL. •
1 _ NALLER M ISd 2
MOTES: O t» TOP TOP ItATi IOOb
1' I- ROCKWELL 315 SADDLE REWIRED FOR STOP
TAPS ON PVC N'A7 EA M A I II S, !� &RASt UIE E R COUPLIM MJELLEA K IO w
I ieaU4t 1/4 IMTf %SO
lsi METO ,IpJc *LD" STOP Ir AI R
• Y4t114 WELLVR M 4@V= V41-9
METER OT CITY 5ret 3/4'
IN
0 rCTIA"MCI t
1 -
4-
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lGAIE: Bt a
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DAM. 0-I9-K
DRWW. "
CI'tIr D:
GUIDELINES FOR i rANDARD I tilor+a' G�rreA�*nT�To
WATER 110CJ1E SERVICE Hool� �� Xjo 1P5o*To
A& -.a r• 11ar1 C1ry of -
CITY OF y►1UA11'FGTON W%", wc---rot-I ►✓ eLf*eT's
EWuptf ER1MG .
wwF
2i I I�
I I � I l UTA• _) I
L ,I I
L , 1.
no, 3 at 60 EX
2500 PSI GROUT
CHANKEL SLOPED
45' TO 1/MR WALLS
�tANDARD MANHOLE WITH
MONOLITHIC BASE
pa" I 1. Co}cergta Strength 41,000 111 ?-An.
7. tiler to CentraC:l QCcmogAtl for Pipe A" It .wA [la"atlowm.
I, Standard jjint shall be stal•A,witA /ltw•tAt-typq atrlp,
/, tack 11tep ohall IK of 1/3,', reinforcing rod cea,olat•ly awca•a
/n 44•rroilw+-ra/litanl r%mbar with •r±rtical load raalatrwt°,
Bt 1»0 �a1wA 1 shill .Fv 11 ovt of 1000 ji 1^4a
Pea GTIAve9_ 'z-
q"4, PvG FC-ePoWTeD
PIPE
THREp 06_4
Pic PcuCy-
IZ°YlZl�wl'r
C o w C RE rE PAD
51 TE T(=5T WEL-[-
DouoN CtAADIEHT
OF TI-IE IPFILTRATI-D I
TRENCH. SEE SHT 3
/NFILTtZATlah►
THE N CH
90TTOM ELEV.
COATED #q
R69P,P, USED
To ANCµOR
TEST wELC.
5oL►D GAP
T95T WEL-.L. D rr TA1 L
mlil,LL 00Y. Go� IF L.00-ATev Ir•1
L-A 4P%AI�'EsD AAEAS, aTHIL9_ KA GIT'{
oE. v1'ILr•'1• µON. box �'D.
Z" PvG Bt.ov./•aFF oR S21/4°
E)CT6_�JSI0N w/-rkA"A W i l • THREADEV 6L,6�
CoLJ�LING,f•11N. Z' LENGZN
�- • ::" GoRPoKP.Tlorl STOP
S" Gof7vev, lr"-QR I_AR.GEIC, To HoLKE
/\\� gL.ov.!-OFF sr EX�>tri� tor.1
Wb-IElz MAI1-J PLUGGED
D.I.F. W^-tER HAIN
Z+ Go1ci'C'fUitON .
N.T.S.
N TS
R
SOLID COVER
STAMOAAO LETTEI
SAn1TARY SEW[A'
TOTAL WEIGHT 31O LIS
MACHINED TO FIT
DEwET $ADS MH ACR-10C
.... ivvi.L
TOP OF CC ZR
{
1
I
;CTTO►i OF COVER j
I
I
01
DETAIL OF MANHOLE-_ RING 81 COVER
(►t0T TO $CALK)
Id' PAVEMENT
CL
4" CONCRETE PAVING
SEE SPECS.
CUT SLOPE 1 I I/4":I' SLOPE
SLOPE
I? A-PC'8 ASE _ _ \
PROPOSED STREET SECTION
V
Gt_>r/v�1oLt•r goys —
SThNDAiZt7 gH99AMP GAP
4" C-O"S. r- I'T'Tj W 64 —
(SEfLVIGp_ Wrtc�HT)
I�g I36Np /�'
HDO 3/4" - I " X 24 PVC
MARKER
691%mriv
1
rzTo te° Nippw
SEWER MAIN 6L UEt7 GAo-eTO'' tM &.AJW IN
PL..A.GE _ B•( LrrIWT`Y ;C-0PJfKAr-T0Ri..,
sTci; a tT LINE
2 4
11 r�
Ij I uu
i
1JOTrt L I(SHT POLE BASGS I I ii 16 DIA, SONG TU9i FILLED
SHALL BE ?mu;zwISHED IUDD W
/3000 PSI CGIJCRETE .
!t45TALLCD 13YTHL C0114TRAC-ron, (' I it -...-- 4'E sy4�� x1Ij1 LC,Q0 11LaCTRo•
1141 LIGHT POLB5 AWD ELriC7. ( ,3ALVAkjIteo STIsiL ANC49j?
RJ4A-kV1rtIN3 GGHALL BE B't ., BOLTS.
LAQDFALL ASSociATES1 O
--- 14/t P\/C CONDUIT
t' I •
ILL
I ,
1 I I
cv
fr- - -• o0o.
E L o N
SCALE
LIGHT PO L, E F O LJ I\1 DA710 � DETAIL_
DETAILS
PF-MAROKE O-A (,ANDFALC-•
Blair Properties Inc.
P.O. Box 468
1322 Airlle Road
Wrightsville Beach, NC 28480
NEW HANOVER COUNTY
NORTH CAR OLINA
WATER AND SEWER DISTRICT
Da t e
JULY 1991
Scale:
AS SHOWN
Drawn:
SKC/WSG
Checked:
SKC
Project No
Sheet No:
9
L012--i
�r-I IIn nnn1.11a1.
1 0%-" r%t-1 r A A—n AAA
11I %J ul%mvvivy%7 ivvl HEL-EASEU FOR I.VIN01 NUU I IUN

•
BASIN COVER
no
II(AE(.eTED)
II 3 tG
II ST LS IDE I I STAINLE
STEEL
II CABLE
RBI
9
B
7
6 2
5
V
4
3 1(
0
2.
Z
0
N
N
u
U. S. GALLONS
PER MINUT
LII S
Pf 11 11"T r
1_
-- ._.-_:1----
.
.-
=„:•;...:::
iii
iii{II
T.
Performance Curve
Submersible Wastewater Pu s
—
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i
ir:: I''
i
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Models: SE51 and SE5
p _
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—
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�
:;t
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ji
2" Solids Handling
--
i.
HP — 1625 RP
Impeller Dia -9 3 1 2'°
0"Ii
liii
'
Pe dv Burnes Inc.
a-`_ __3-
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200 30U AUU b U bw 70
Pump �,Gmeb Nov `t, l"1q 1
5GE SPGcIFICATIfl�c5
i0
i0
0
0
0
0
VENT SHALL BE 4" 0 PVC OR
GALV. STL. WITH ALUMINUM
INSECT SCREEN
+-
TOP ELEV. 19.51 6"±ABOVE o + + DISCHARGES TO BE
EXISTING 0 FACTORY SEALED
GROUNb o o °
o
j� 0 0 0 °
o m
° 0 8tD1P INLET
o ° ° o
i GATE VALVE 600
ELEV. 15.5 ALA I I I I��IELDEVAT ON E 15.58
96'
" CHECK
VALVE
ELEV. 14, ' ' PUM / S DIP
ON INL;E
INLET
IIII + I INV ELEV.I�
ELEV 11ot PUMFl 1 l
OI 49.5
N II
I I 60
ELEV.12.0 PUMP /
OFF i
INSIDE MERCURY FLOAT
BOTTOM LEVEL CONTROL
ELEV, 11.46
ANTI -FLOTATION COLLAR <�: 48
W/ ONE CUBIC YARD OF
CONCRETE ONE FOOT WASTEWATER LIFT STATION SECTION
DEEP AROUND PERIMETER. NTS
WASTEWATER• PMP STATION -DETAIL
Rf5
4811 BASE COVER PLAN
IARGE (TYPICAL)
WETWELL SECTION
DETAILS
PETEROKE --i LANOFACL
Blair Properties Inc.
P.O. Box 468
1322 Airlie Road
Wrightsville Beach , NC 28480
Dote:
)ULY 1991
Scale:
AS SHOWN
Drown:
SKC/WSG
Checked:
SKC
Project No
NEW HANOVER COUNTY
NORTH CAROLI NA
WATER AND SEWER DISTRICT J
THIS DRAWING NOT RELEASED FOR CONSTRUCTION
Sheet No:
10
Of:l 0

0.
o let V To
Ili 14 �� i , � � \ � �
o Optic (
\\
P 0 0( / / / POND TdPO BY } 16.87
10 C t5 c // \ \ ,/ i/ HOBBS SURVEYING 111/ Q a
50 s ~ SLAB / i��� f` +16.74'
26.83/
• 11.9
SLAB E PB.O
26.83'
/I ar�
I x EXISTING POND ;NO. I
SLA 1 X NORMAL POOL ELEV. 22.3
/r ISTOG -
26.33s gE FI LEq/ 1 7
1 /
FFE �� i' P' + INV OUT % 1I
FFE 27//DI
RIM 25.4 . \ i� // U �
LAB , 16.39
d p l
'25.4 � r• .83 % / CONTRACTOR SHALL RE MOV �0 A f
/� �_ / AND REPLACE SOD USIN
SLA x q//� /� ��' I�I/I�qi ACCEPTED HORTICULT EN �-�� �/ 0
o �
,
CLEAN BACKFILL
s"
12" CPP
M.
INFILTRATION TRENCH DETAIL
OUTLET
PIPE
INLET
PIPE
SNO.57 WASHED STONE
UNDISTURBED
SOIL (TYP)
20 LF SOLID
PLASTIC PIPE
12" PERF
CPP
N
o\ PRACTICES. NOTE T '/ /i "' T \ \ I 2' SEDIMENT
- ^ ��J �\ `►ry IRRIGATION PIPES/4 / �-- SUMP
FFE 27.0 �� X r IL EXIST IN THES �EAS - -' -
o� � A
W 263R`4 PFFE 7.0' 12 OULETEV233I�i i P \,/- \� \
26 gr
-
FFE 270/Z
INFILTRATION BOX DETAIL
6.
I I 26/ SL9B.- _._. ` � f ( _ � �= _ _ _ _ _ - 15.29 � - _ _ • e� � `" ,
i _ -
i•2s.o' 0 � S B rSLA�e
/ FFE 28.0' 2 N 26-5� .2
^
FFE 7.0 % i 24 lh. rh \ / 25 gCAB t, 25.5 SLAB Pa LA-9, FFE 28.0
I A \.� Y \� // ••� I SLAB N J25.67' u v� \ 26.5 't7 26.5' '\ �o
Q " '
N / ` \ ^ \ \ �// f 3 0
1 N 'r_ ' I \� /� o / 6, 6 �\%''/�/� ' NOTE : UNITS SHALL HAVE GUTTERS
• ` I 25 1�`
I / / � FFE' 28.0 .
u�
SLAB SLAB ' AND
ss �\ �� ' // ��E DIRECT PROOF RUNOFF TO DETENTION
TO
^ _ ^ 25.27 25.27 4
N (6 �I J FFE 21� /// fi ��i�/�// ;�0� THE CONTRACTOR SHALL BE AWARE THATPONDS.
Cl � / P'
42 LF 12 RCP i; / cl. , / f/
e / / v0 MUCH OF THE STORM URAUV"AGE SYSTEM
---. _ _ 24 ; .-- � _ \ � � FFE 26.5'�/ - o � )IV / � /i// /
SL B 3 fn s SLA 8 �' c O //
! IM 25.75 25 11. 1 r \ FFE 26.5 1 �4 6.33' 25.0 ' S.0'P•1 WILL BE IN A PERMANENTLY FLOODED
I 25. �O 1 11 FFE 26.5' F66 26.5 / DI
+ / 0 RIM 25 I SLAB
' / // CONDITION. FOR THIS REASON, SPECIAL CARE
SHALL BE TAKEN TO SEAL ALL JOINTS
IN ACCORDANCE WITH DETAILS AND
' I I j � r + � , . RtM 25: 3 / (� �-y / / SPEC -J S.
FFE (T
u- p • � .. P�OF'O ISEa, � j 24 / • ..INV �
ND NO. 2 23 / T
V /
h I! 6FE - --� - -- FF ^2b`.0' �� NORMAL POOL E4.EV, I " ... , 19. ; \ 27 - // /
I �\ II 22.0�� / O pl
I I I) 24.7' �\ 5 0' 2 I \��� BOTTOM ELEV 17.0' / / !j I / 38 LF 12 RCP a 0. % RIM 25.5
i1
1 II 4. I-
JMH INV OUT
RIM 25:7 z . POND f BE CO STRICT R 26
/ 2-
12" RC 5 LAB HA S E / ___` 20.75 ' 25.5 •� \ rs 8 •�
1
I / a3.5% 5.0 ��� /�
I i / 1 I/ i P
-2 9
FF 26.0 �� fi P I / p F . •20. A 'Sq 27 25
I � t27.
1 �
EXIST INGDIT I ,i\ INV OUi1' Ih \� •Q�' \ / 7~80 LF 12' CPP
/ RATED., IN
TO BE FILLED JMH \ ? 6 EX 30 STONE BED
\ 1 \ 20.5 \ \ I \ 17 Ah �0 2 RIM 26.3' /
SLAB / �1 \ \ hh O Q ; SEE DETAILS
0
25 25.0' 24 'FFE 2 .0' `` \ b FFE 27.041 ro 5 0 /
18 O /P r 20 LF 12" RCP a 0.6 °/
6
IDI 25 5�' / 24 \ \ �� \ \ r' FFE 27.0' _ _ '�',o ' DI RIM 22.5' o
I 108 LF I IN V OUT
r FZVM 25.75' + , \ �� �` 0 -- - o CONSTRUCTION
I �--- 52 LF 10' 0 24.5' a 1. o �' 4 \ \\ �, `- g�6�� �h, Qe 2 ENTRANCE
I j RCP a0.6/0 \ \\ # 2
RIM 2
2
UTLET \ \ �.\ �\ \ \ \ �►• 25 OB 23
24.5L� - - - -� 28 LF �I�' I�
I t W r STRUC RE
Q c� : 2 3 \,. WIER Ev. 2� \� `� 6 25 24 cv =- �• 25.0' cc, /tt, Qk
c �►
.p SLAB FFE 26:17 \
W INV UT IS. FFE 26b R M 2�4.k
I" m 5 - \ 20 0 \ 23 _ - - - ,� AQ I 22.5's
s
i z O FFE �6.0' \. 'J ,� .h ; . REY 10.
2 / \�.P�\ ` '� N I+FE 26,5' 25. %r
FFE 26.17 / \�' � \ 9 57•- � 2
• Date
T 5
I SLAB v FFE 26.0' RIM 2�.0 �\ DI , 25.93 F >=r2 .5` a FFE 2_6.5� i
5.5 i a % 25.0' ` \\ 24.5 \ RIM 24.5 / T•1� FE 26� JULY
V' _ - - GRADING PLAN V scale
� , I i �'�� \a2 � � RIM 24. 24.9 � / � � I �`� ;y � � � � � � � � � (I) GRADING CONTRACT D � � � � U �`' ~'
3 i `•n 0� �� � • y / O 3 '� SHALL ADJUST ,EX. I ='
W \ Qi 5 , ►� F ,' o �� �� FFE 5' n _ MH RIM TO 0.2 + Drawn
SLIAB 5, \ LAB / - " OF FINISHED GRADE. OCT
i / \ , -52 i _� 1EATp SILT ,�- _ }, I ��� - SKC/
25.33 i / 1 25.0 / i , t`L�NCE ' - _ �C PAVING CONTRACTOR �.�� �N CA// ��� E Cneckf
�� Q FFE 26.5' / - _ SHALL ADJUST EX. Blair Properties Inc.
f / \ \ / / / _ .•�'o o, ; �, ^ PO. Box 468
/ ��
M 25.0 / MH RIM TO 0.0' �;�� '��SSI'• �� = - of # ifl o SKC
�/ / \\� \\ / •�� - \ \ FINISHED GRADE. / r•; 1322 Airf le Rood Project t
_ Wrightsville Beach , NC 28480
{� 1-
\ FF_E 2-6.' /�� r o ��� •+- '
' \\ I ra= <'ck�Es�IIN��'��'UNCTION 5. ' r'-W HANOVERIN 16. ' COUNT
Y
Y
IN 16.7
/MB/ i o •a a{�' /'gyp , i ?a `''� `'` NORTH CAROLI NA
W ,TER AND SEWER DISTRICT
MATCH SHEET 4 Uh�fS ¢�-s� arQ hpw G'�r'el'!>lin5 {v 6nc� #� MATCH SHEET 4
%Sheet No. 1
3
or 1Q�
THIS DRAWING 7 RELEASED FOR CONSTRUCTION

318109
THIS DRAWING NOT RELEASED FOR CONSTRUCTION