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EXISTING TOPO CONTOURS ) ____- NORTH CAROLINA ENVIRONMENTAL
49 ,--_;.----------- -------\--\ // 1 MANAGEMENT COMMISSION
LABEL PERTAINING TO WATER DISTRIBUTION SYSTEM 0-1><1{- BLOWOFF ASSEMBLY 71 /7 ------•\.__ -__,.- L :71 DIVISION OF WATER QUALITY
Date igiVOVIqqq
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AL NOTES 14
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Protect a>n.�luditi stroprt ire�atel r
)1a j of iris trn1 l P�rt" i I
1 j .,�.. r. ttlqi , w
t turf , r is
.�' ::;1:09":5":/.4:11:
:� .� . x:, � °!"�� �+� ta6>,ait eta alu o-�!
,, � ;' ., �� lei►aa la�wati �t � naa�� reastdi lia ot� 1�i111; ldt,;e:aat a�^ c�lldri •;tiriiaaae;ta,e ,tci �;���;oa �'* '• " r'.l '„„' „... * >- 4 #A i +�e 1. rry. el : { .� !f 111+ 1 ,• #n' 9er, Y -'da �i '"",idiot kk i;,. .. ' ,AEJ v ,a��,},. i.yNh"tf RFE6l� GtiS �11t1'9.'t r;}. I�..w.,941 A'. ti";}}S YtiNk k k I�E:,' ," 1¢!°7$ r ar,..t°R..rt b ' 1 °e An A+�._: 1 'i yam " �{; ." 4%i' $11 aaKt,q �:, k
" x - Ike. bA" '._ ; y` t tehi 4tataitftil krill t 414 ttem at ntr tin foul twa t t'f'iilt A Ititti4ti4tttr kid ottite1 hi ' tora"ta5 't lti cR,
c-
-.4%, Iaf°` ° xiStine� ��.�., " l yars c try-meted U.) i5 tit d tird density rta GAa-011140d y AASill' !i th d'i`'l- 1 ,
"^ ` REMOVE PLUG/BLOWOFF t Pond N.
♦♦'
& BEGIN coN TRucTION 6. Detectable Terra Tape D is to be installed approximately one (1) foot directly over all PVC pipe.
underground utilities prior to digging, whether or not
/ t POND ounEr 7. The contractor 1s responsible for locating all g p
NR:67/......./ I/ the are shown on the plans. Underground utility locations if shown on the plans are based upon the
4, STRUCTURE 38' - 15" HDPE
, *
`�� ` 3sRISER ®28°.o best available information and should be considered only as approximate.
z
' , ' 8. In no case shall the project waterline be installed under the travel surface unless otherwise shown on , : ! P4 1
\ y�P t,. GRATE 31.30 .";
\ INv. IN 27.50 the Tans or approved in advance of installation by the Engineer and the Sunset Beach Water Department.
/ / INV. OUT 27.50 •., P
\ ��� Z% 9. The minimum depth of bury shall be three (3) feet from the top of pipe unless otherwise noted on �, y z
/ \ \ ��� 9 ,/ theplans. Prior to beginning of construction, the Contractor shall determine from the Owner which ���j PO 1
�� c B INLET ♦ theroadwaysand shoulders maybe lowered in the future. At such locations, the waterlines PA
NOP ATE 31.30 portions of GO
\ 0" V. OUT 27.70 .1
shall be placed such that the future depth of bury shall be at least three (3) feet. ,
\> \\ \ /\. ��
10. All fittings including reducers shall be blocked as specified and as shown on the Detail Sheet andwi ,„ n�w ,t
N
it
t {30.61 20' - l r' RCP 11thin the All firer Project
sC1Po be installed three (3) feet inside the right of-way line unless otherwise
\ % ® ��
approved by the T9'wn and Engineer. Absolutely no work shall be performed on private property beyond ' . •
deNC
\ / INV.'J 24.5t7> t 131.01
F 32 any area sx niclasements are to be granted to Town of Sunset Beach by the Developer. =8 ,
lifl
\"1/4 sT�c t ❑ 30.81 12. Cony tee- thrust blocking shall not obstruct weep holes on any fire hydrant assembly, steel casing ; ' N
\ \ sT �, \ 3 an fittings. ;:
� °� ` / pipe.ofl;olts on y
\ / /'
13�F1re Hydrant Assembly includes: Fire hydrant, ample length of six (6) inch ductile iron pipe (DIP) • i
\ t ' /-' to cross m•der ditches (min. 2 feet cover) to within three (3) feet inside right-of-way line, fire hydrant r an
extensions, six (6) inchgate valve and box, and all appurtenances as shown on the Detail Sheet. .� r
\ / \ ` , Pp
F\ \ ted
CONSTRUCTION ' 14. Unless specified on the plans, the Contractor shall determine whether to cross over or under i o
} 4'
2 sT\ t ENTRANCE 0 / existing culverts and communicate his intent to the Engineer prior to digging. In no case shall minimum (� w
/ 9 It" �� . /--� depth of bury be less than three (3) feet from top of waterline while maintaining a minimum of one (1)
Emimull
\ T°��\ t 6�c� �� /'' foot separation between culverts and waterline. (See Detail Sheet.) rn
41:4,:.',1,
o��\ t 129 81E '1',,�� , /,./ 15. Water in excess ry that required bt pressure test, flush, chlorinate and reflush once shall be paid for I ( ,
'�\ 'I'� by the Contractor. Excess quantities shall be estimated by the Engineer and/or Town. j W ao -
_di \ ` 130.01 29 8 oti / 16. The work shall be arranged in a manner that will cause a minimum of disturbance to vehicular and v 1.".
t s� / pedestrian traffic.traffic. Adequate ingress and egress to both private andpublic property shall beprovided by ,,,
EXISTING p Pe q g g P P Y
4: PARKING LOT \ t / _,--------
\ -
°, 0 TN / the Contractor during all stages of construction. Without written approval from the Town or utility o .`
�� \ �4'�� /,,/ company, existing services shall not be interrupted by the construction work. Any paved areas utilizing ,.s /'1 �`v� o
\ / \ t ��� 4, /-' open-cut and patcic,sh ll be repaired the same day as construction occurs. Absolutely no open trenches �'•1
/ \ t 0 /' shall be left ov�'rfiight. Cl) L
/ \ 30 0 /--/ 17. The contractor shall contact the Sunset Beach Water Department(910-579-2990) and the Engineer W z° }°
/ \ N / (919:754-6324) a minimum of five (5) working days prior to the beginning of construction. ` C 1 l'
\ \ / /1S. The Contractor shall keep the Engineer informed relative to the progress off construction. The ;y j °3
\ / \ / / /' Engineer shall observe construction activities as required by North Carolina General Statutes 130A- 317. o `''
/ /'" .---,-
Failure of the Contractor to keep the Engineer informed may require uncovering of work to verify 7 - ,-.
\ 129.21 129.01 / / ompliance with plans and specifications. Any cost associated with uncovering work and/or verifying to
\ / '/ / / ompliance: shall be borne by the contractor.
\ - 19. Base map information was provided by the client. Z 1
/ \w �' / x
n
F , m
Xi° 0
• - --Vt 0 --
„ ,- _ ..f sf ,,
-:..=' .' Z 6
,N ..„-- vIL: Et.,,,!,,,,i,:.,!
,4, •*-- C1)'t1-13
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/- i
\ 4.1I
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\ 0 10 20 30 40 80 160 A
.'""--)
/ j \ / / SCALE: 1 "=40'
/' \ /.
y-
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O +U p N ,
(� cn a a v
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Qg- 1045"-13-1?,

\ \ 145 \ •
a
\ \ 146 \ _w
\ \ i 1 6" x 6" TAPPING SLEEVE
i' ( 1 6" TAPPING GATE VALVE &; BOX d
'\ 1 -• 6" CLEANOUT ��'•'��d..� . (�
\ 147 y-. - CC
w
�•• + Q
' A
yo
3_-----'-' JUNCTION BOX ,�� 0
TOP 40.40 N� 1
INV- IN 30.00 1 ¢
41, INV; OUT 30.00 �� � p�1. _ �
,,moo �p � � CO
is ofr
90
Lcoj '
V`
1
F
��� � •
,� ue , � '
-j Fairway „ 6
No
NOTE: F. / s' Sp ■, "
WATER SERVICES SHALL BE STUBBED OUT ��� '' �O
ACROSS ANY ROAD OR PARKING AREAS AND G 4�/ pF 27 111‘1111 4') 4t/ I: '
p = . } J to
: '
PLUGGED. CONTACT TOWN OF SUNSET BEACH ��N5 r VC 1 - +;. - -
FOR MORE INFORMATION ON WATER SERVICES. F i�C'F'/ / .' U 6, 1 -�.. "
/ FFE 39-8 (r. >� PZ,
4
DQ� //nai \�♦
T
♦ 4 W W
4p
♦
T
z =
•
� Q .. ' OATCH BASIN 6(.,,
m O tor
pCO
illlpp/ CSRATE 36.50 �'
7
.
INV. IN 31.30 O 4 p, 0
V
INV: OUT 31.30 R 0 p O
T0�
31 ---
or' \L38.4} [3tt.1♦ifs.111P4.14111.0
� i��i'' GUps) ps , O V""../#' #' " -
�� FE , +o36.5 .• �
• 70 /
4 o Oa o[38.51 0., p
• ,Ri. I. 0�y
04
�• 138.4J 3 .�
6 3R0' �qT :0•94FFE 38..• U„, �Q O 6" _ 90° MJ BFND FP�,�
' 1/ yH W
(INV. 25.00 61 F �oq,�w Q03
G' r
o
71.I
peC QGP / `\� 3FFE213 GT-
01
Q�O�G6C�ca ��/ \. ` ��\ 13 '46111011111111111111111,137.2 -f. s'� , ` •a34.5 CURB INLET 35 ® ® a�7.2IIIII
136 01! 1 6' MJ CROSS.---"-'''--:- k � h GRATE 33.40 1 ,-- FIRE HYDRANT �IIIIIIIQINV. IN 29.40
% ASSEMBLYr'' `NV. OUT 29.40 u'� 7.3 �' ( / lrb 2 8' GATE VALVES !-�
/ / 37.01 • ;• , r & BOXES ►-°7 ,
ii\
Q Qc' CATCH BASIN GRAB 33.80 �6 1 CURB INLET I35.8j v �, �,
/ / GRATE 33.60 INV. IN 30.00 I35.6] ro E-'
INV. OUT 30.40 :/ CURB INLET = GRATE 35 00
/ . INV. OUT 30.00 j35.41 GRATE 3F.10 136.7 15'1 INV. IN 329115600: W 135•91
H 8
135.01 INV. OUT313.
33.00 15" INV:INN
E3 3� �; Z
® 134.01 INV. OUT 29:60 .',
\ 35.2� �'� °�
Kau
13.4.21 .134 71 f 36-1 f :+ : ® CATCH BASIN ur.:..�■■ 135.21
HDPE ROOF DRAIN ' '
�� „ ' INVR IN 3000 Sff36.(MIN. 0.6% SLOPE) $ ® . in'• ® 103' _ INV. OUT30.00 .36.3 Y E tk■/ SR / � � � 133:91 3 .11 -• � „ HDPE R ,.. 135.2)[343 �6 _ 361 A6 i I . / y ° ®135.41 135.81 �i 135.0 _ 1 a f•FFE 34.0 _ 33_• c,; 34 35.1 lg„ RCP�• 6 SDR 21 PVC WATERLINE' 1 -Win,. 34. ' 36.2 '((rI I 1\ / 33 0) 33.3, A(�p � �tGQ134 2 .. ! 8. , -
1 CURB INLET �� 6136'018 1g 348 f -, NV IN 30 60
R
5 3 ;7® GRATE 36.10 �� RCP INV. OUT30.60 :n.41c:'r:464:10f:P-'.''i''i',11'..
}j33.1jQ.
*Al* ;,132.41 INV. IN 32.70 \ [ 48 ® S •
I ' , 134.2 INV. OUT..32.70 ® �'"`'. \ 3 1 4.
1 6" MJ TEE �2.9 ` ' CURB INLET \ �35.3j \
1 - FIRE HYDRANT CURB INLET.
Q ;® ASSEMBLY GRATE 33:40I-- tq
33.40
\ I 4 _ :•�`� _� m. INV. IN 29.2b 12;; INV,.I 4).,.:.:,; '`,: '. :/ ,�
® I32.41 32.71 O (35.1 j �0 PROPOSED 2"METER ASS'Y. O i r
_ I. INV. OUT 29.20 _: 18 ,.INV: IN 29.00 34.4 - ,.
Q 3 .1 1N✓. OUT 29.00 -� *..
Q 33. :. 32.7 ., 2 133.71 a v'S (34� j35.o 34.0 �� 134 6
34� 36 ';
v7 CURB INLET 133.81
/- . : �_/ ( f 1 ?
2 BACKFLOW PREVENTER
44 a. 3 GRATE 31.80 134.2� THE BACKFLOW PREVENTER SHALL BE APPROVED BY
5ti ( INV.:lN.28.70 �; (34 4j' ,/.
:' FOUNDATION FOR CROSS CONNECTION
/ 134.4J. ® W n
STOSEEWSHEETPOND / N INV. OUT 28.70 CONTROL AND HYDRAULIC RESEARCH,USC.
' �GQ '6"WATERLINE
�RL�NEVC�� BACKFLOW
EQUAL
SHALL BE WATTS 709 OR I I ONp ff
3t o3 •; JUNCTION BOX ,� •� Cl
/ CURB INLET _ TOP 34.40 38 �"""'f
GRATE 31.60 ®i 131.8j,, 34 GR. C s H
/ i•■ INV. IN 28.30 \p2 28 12 P �,, IN
iprr..INV. IN 27.90 INV. OUT 28.30 U
3 i' L 33 h V.
INV. OUT 27. 1, / 32.2 ®32.4j C1�;' S ❑ 3 N ® 'C
1
/gim
CATCHBASIN 1� •• 134.841
• 32 t `O :LOWOFF �• GRATE 33.50 l �: i.. I ® ® A BLY `aINV. OUT 30.30 •' �� 34.5\ Cl/ • / .11l � �.� CURB INLET �. W
1'� I �Z �o CATCH BASIN ®;•:- aa��� GRATE 33,9034 71O/ , 131.71 GRATE 31.80 ®'= , �• INV. OUT 3Q:80CATCH :ASIN INV. IN28.20 f34 ZF''
j GRA ' 31.40 1 / INV. OUT28.20 , ® 33 f 34.�" °///://4
INV. .UT 28.30 31.71` (/ / I31.81„. �, 6 SDR \ \ 4CURB INLET . 21 PVC132.61„ 3 3 .1� O
• WATERLINE v
GRATE 30.60 .` \\11%
/ INV. IN 27.30 pD 31.3 2� �������
INV. OUT 27.30 1 [n .;a
I1 to 11 .111
131.3f® ® v' V SS \It i . F )
1 - 6" x 4" TAPPING SLEEVE .' 7::
�O SD 1 PVC WATER SERVICE LINE �1 n `
1 - 4" TAPPING GATE VALVE & BOX 7
y' n
R N
1 - 4" CLEANOUi / t ' ��� a. BLOWOFF �0ak rAl I I I.4 I���
/ 13 0 i 6" 90° MJ BEND • t ASSEMBLY 1111110
Z"reduced pressure backflow preventer. The backflow preventer shall be x ' +f
. •
�a '�• � approved by Foundation for Cross-Connection Control and Hydraulic Research, •
O
�1 130.6f i . 7? FFE 35.0 University of Southern California, The backflow preventer shall be Watt 709 ,
- 0 130.9f 3t3- 15"RCP or approved equal. Z 7 a , 1,i'
4for
END-LINE CLEANOUT (�
00 411e
CATCH BASINDAVIS CAST IRON METER BOX NO.D-351�' EXISTING ;• GRATE 30.50 r^ O
_ 15" INV- IN IN 27.00 N VO.
�77 --� \_�_/ / ��� 2" PRESSURE SEWERLINE ! FFE 34.,, CATCH BASIN `���/ FTO BE ABANDONED INV.OUT 27.00 0 GRATE 31.50 plb / o ® tNV. 1N 27.00 �N� �ERL\N . ,- U ;',„1
/ ... _.........,iillipti
psi , INV. OUT 26.50 5. SE \ ;,
♦ 4 '''L•
4d>11!4110111111,itiw)
lit
CC-
,.1 Iko 21 p S Cin F a
` �„+► \AP EXISTING 2"- \ 3 `PRESSURE SEWERLINE VS S� :,.
�4 c '7
/ TQ BE PLUGGED �x�o pS♦ 6 _ 90° MJ BEND �� . P\N�� S"fJ�, SDR 1 ---�� \•. 6R� o ISWI POOL m
PRESSURE SEWERLINE cJ �� � 2 P � 1
/ ...
\ yip d' f D PEA r,-� _ "DP ■ r
/ EXISTING 18' CMP FFE 33.0 �� 1 - 6" M TEE ti o" DPE�g%5 R, ,,.•,..•�� 2 24„ I 'N DESIGN BY OT S :. .
p s
J
/ TO BE REPLACED ` ♦ 30 2 6" GATE VALVES & BOXES Oa o' N ,N SHEET 3
WITH 36" HOPE c^ _ ✓ <M N WASHED STONE
♦♦ 1 - 6" 45° MJ BEND
•
PS•
__ SHEET 2
¢ 2" SDR 21 PVC N a
• RD �� PRESSURE SEWERLINE ` ,J
FILTER
ING
•` 1' ' A$'^=:,•.. �' n,. Z 132.81• • URFACE.FABRIC TO BE TRIVERA 2"SCH.40 PVC DRAIN PIPE
/ ` `� 6 ` SPUNBOUNDI1C12700RRAPPROVOED EQUAL. TO DISCHARGE VALVE
T` END LINE CLEANOUT♦ I011.1111 // 32.8 tQR•. ♦ ,.+.� '� CATCH i.; EXISTING � 1 4 x 2 MJ REDUCER o 1_33.\\\OJ 32 8j VAULT 0 MIN.2%SLOPE �aPRESSURE SEWERLINE EkjsT� , 1 2" MJ TEE �: 33R �2+po �' GRATE BACKFLOW PREVENTER VAULT DETAIL
+t. ,�4 16":INV.•IN'26.00 TO BE ABANDONED NG 1 - 2" GATE VALVE & BO ` N- .
I A Existing 7 pl; vo•••- 24" INV. i:N 24.50 \ 2' 1 2" CLEANOUTS ! G NTS
s Pond C pREs. INV OUT 24.50 PS 30 1 4' x 2" MJ TEE ....sr-R�SUR� 6" 2koo •
SURE 3E PS 1 - 2" GATE VALVE & 80X \SEWER J1 PS
I WERLINE LINED 3+00 I '�.CINE C 2" 90° MJ END % t�'v'r ,QO RD .
c6\ ���° ��/ REMOVE PLUG/BLOWOFF \pS \ , Z` ��NEE i
A� Al & BEGIN CONSTRUCTION \ .. O
F ) -
s � 32.21'`. �-
\ (32.1
��F� r7`� - �� % FFE 33.0 CRUARB INLET 1� 0 3
��l\ <v f ( �x\'1 INV ' IN 28.30 `
INV. 21.00 G E 31.80 0
tip. / ` OUT 28.30 `,� •. _
IExisting 1 3j_g1` , /
' 0 10 20 30 40 80 160
I Pavilion I • m ".
ly ii N Do v
� a) c x
SCALE: 1 "=40' o o co
Cl) cn o° o
98-1045-13-b

i
j I I
- - - -----_------L--- - - - 1 I I
I I
I I
I I
I
I
1 \\\
` INV.. a2:2 ii
/ \•,\N 'V,O,/S/
EXISTING µ °�
Or
"•' - 18" CMP 1 '( `�' '/ _ '• J co .,. _
' e• C rram�--\\`` (/l O,
,
V\ /
Z:i
1
���� : \ 10' DRAINAGE EASEMENT , / \ m nm,
��..�..�' JUNCTION BOX `\ r \,
��...� 18" INV. IN 4T:88 \ /' ',\
��,.►�' 24" INV. IN 37.50 ` - ^
...-�� \ INV- OUT 37.50 r / /'
bi 1 - 6" x 4" MJ TEE ���"� CATCH BASIN . \ , y - \
W W 1 - 4" GATE VALVE & BOX �J� GRATE 43.00 \
d /
W W 1 - 4 CLEANOUT ��� INV. IN 36.40 `, �+ /-- / \
1 -- 6'-x 3' MJ REDUCER �.�''w
INV. OUT 36.40 x z rn
3" GATE �` / / \ ^
[T .: �Z/'� ,,1 - 3 CLEANOUVE & BOX _ ' �a,, •�" �o NppE. '�\ �`,.� `'\` /.- ,�
"' 11 / ,..�-s�eo s a .mow T - LINE A.�..'4J `'r' \, '!f �i
`. �" G 2q f�� .� EXISTING i�p
��'J : 41 P5 Fl HOc \\., 6'` oR�e® /' 64' .._ ?4f, CMP
i �
OAT. BASIN �, ` O +
GRATE'""�9 \y; tom . 1+ l►-n,'
'}w IwNtaLIN! GLtANOUT
"loll ., .J.-T v". _ \ . '
WI. ;n \
121
7.-
I
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__ , ,
,i'" .�....,... .i "� , , 9 av�, i ,,„..a.,,---
, ``] .,J:x:Y-�-. ..¢ - � �fa�.l ,OF "l'Y, 1t e: Fi
0,,,. ,„ ,,,
,
'' , ' A.,,,,..-..x;:,Li1;.,
. „..,
- x a
�t
rot
,u
Y
,
(ft,;04
6+C �i 0 g-t.
F .S LINE A 5-F00 z : �!A\C\ G FFE 42.8 \ iy� ��\�4/ �` d'.. // -,.
'' 1 W
^ F-�
a p. R9 RD .,... P�� ��9
4 i ,I a . _,
z
+ s\
% \i,„, '
., �IninIII° ' ti° 5a 9- r \
uwn - 4) / W
{unw \,
/ . R
- FFE 41.0 ®� ' , 1 - 8" x 6" TAPPING LEEVE O /
y +,,1, co 1 ,' 1 - 6" TAPPING GAT: VALVE & BOX , �� O 1 4
m ' /
FFE 39.0 v - •
x
t /
uiii, CATCH BASIN ,..3
`.- +140 ,�i�L1u+ . \ � �
�' P �. GRATE 39.10 ' +��4,4 ++++�4 '
i• ? ,,.,,,,,,
Ilisimllil INV. OUT 36.00 ` F.",'1� O
v I39.91 ' it/ / '')f.5
��....
)':1-"'
Ur issa
_, _. .
< ,
'41:;',•-:::.1',,, ','
0 1 `
, .
14\40 / -
GRATE INLET �o /' / \ /
„„„ . rs,
39.;�. liW
I `�*� .A /41,2A' INV. OUT 35.50 \
)'''%N
136.0) iii• ,.. 139.3� R W 40.8 141.31 Q / / ` ....e rn
U
Z\v/' „ /
/ 64°1'..- 1101T --.----...- • • %,t,
' • > .,, ,i i,,,,,
7 19.71°
`N ti RANT 39 139.t J �� // `
LINE 37 S. 138.71® l- 6"b1 t TEE / 40J L41'.1� • \ 1 PO d
INLET }36.21 N 6 �" [39�2138.51 `'-nsseL / \\ / ��
3380 • (3841„ 138.91` /
30:60 .�.
30.60 Q. 6 MJ TEE (37.71 "� `
2 - 6' .GATE VALVES MAT
B INLET L.._.J
(38.71 / 711 'kk , N ••
��°'f
,. / GRA'E 39..80 Q� / / `!y O ,
1111miZr/, # ri
& BOXES
137.01/ \ , ..: 138.51 INV. 34.80; : ,;' .� / / V 1 r:
0 37,
. / 3 18 1 ( n
1 .11® / • 139.8I ' 4p / '
0 `..--'� 137.81 .:�.. BLOWOFF `� 4-
3 7 \
.. ® _ v ftSSEMBLY ! 'r;
137.Q� _ _ 8
37
37 \ 1 01 ._._«• 4 138.51
138.9I A! Q1 t:
:.,' 137.01 I $:a1 • 140.61 I I
137.21 U / W o0 ;
// •
, n0 / 137.SI 138.71 40.11 140.51 tliz ` / N r.
•rt _ 136.51.: -0 /. / �39.11 `.. ® \ \ / 0 it ( 1: ' •
136 3 �� Z
I4Q.0414i ,�,: CURB INLET '., � ,• �- 0 � , h• 70-0
\/ / � �/ U ��'v GRATE 36.30 jr... 1111k CURB INLET ; 'v`� INV.., OUT 33.00 36 .t1 GRATE 36.80 .N NO1 E: / t ;
�/ INV. IN 32.40 \+++
134.81 135.41 ,. �-�` � INV. OUT 32.40. PLUGGED. COfTACT TOWN OF SUNSET BEACH // V.[ I I Z ti
•
�� 138 1[ 44111 WATERSERVICESSHAL BE STUBBED OUT L_iJ,` ® :; �= 20' - 15" RCP- c, r',. 38-t D
4 8 ACROSS ANY ROAD OR PARKING AREAS AN
I35.61 FOR MORE INFORMATION ON WATER SERVIC
ES.134 51 '�_r-- 138.2�
ES.
136.11 to \ GRATE 36.0 :` 138.31 ��'� CATCH BASIN ,/
Y
•
® _� a INV. OUT 31 80 ® � • INV. N 34:30 °
4.5- CURB INLET' ,P 3 j �� 38 / INV. OUT 34. 0 i
\`1 (�
i GRATE 36.30 C ': INLET �. •, k \ / W `��`� \
24 INV. IN 32.80-; - cr' \_,.... p� FFE 42.5 ® \ LEND LfNE CLEANO If� ,/ (�
7, •n INV. OUT"32^80 INV.IN 3 80 *.A6
1.
INV. OUT 32.2� ��1� cog 21 PVC WAT LINE 40 /
S Vil Nsp‘ $ •
3..2
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GRATE • ,4N:f1: 8
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1,2.5 CURB INLET 5I `� •6 ♦ 62 f H E ET 2
GRATE 33.50 al .,
1
INV. IN 29.20,2 33.5 ;,_
�,
R
INV. OUT 290 l"
I32.81 �1.34 61 L� Ck / „' G'
i
0 f
q
4--
0 10 20 30 40 80 160 0
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SCALE: 1 "=40' 4-.1b o CO •
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9 -- 1045-13-8

•
INV.
21.0 FAIRWAY #17
EXISTING �� STORMWATER POND DATA SUMMARY
POND BYRD COURSE •
.• o
\\ Total Built-Upon Area (Ac.) 19.2 0
210' 159 __ 415' li �-� Total SW Drainage Area (Ac.) 75.0 °
/) 1
�`` / i
% Impervious Area 25.5 w
�.-- --'� / <'� Computed Runoff from 1" Rainfall (CF) 76,176 a
m %,�, - Provided Storage (CF) 104,543 rn
__- A� �: Required Surface Area (SF) 45,738 s.
k _. __.---. ,� ,doe Surface Area of Pond @ Normal Pool (SF) 206,940 0
/ — ,2 1 6 Surface Area of Pond @ Storage Pool (SF) 211 ,230
/ — -- '' J SW Storage Depth (Feet) 0.5 N
V / 1 / 136' Number of Orifices 1 w
\ / ,ram Diameter of Orifice (Inch) 6
0-1.
y #17 GREEN �/ Elevation of Orifice Bottom (MSL) 25.0 '
146 / /
dqF • ' Approx. Time for Drawdown (Days) 3.3 ,aaaa"""'N�����,,,,,,�
Outlet Structure Throat Elev. (MSL) 25.5 °� �S %
/ / Jib,Opt,
•
10-Year Routed Flowrate (CFS) 6.0 4o /4
a Flood Pool Elevation @ Q10 25.8 ' C° t -a
/ _ -
6,, �� '' ao z
I 1 $ '.- EA „
1:444,0414... clY-4'
-7/ ------------ k $ 11*r ,,,,,,,,,,,Hin.,,,,
/ \ I r�
78 I\ 0*/ °.°• -•c-,;
BOTTOM ® 19.0 +/ ; Atill ` /EXISTING POND I U)
TO BE CONVERTED I 1
rB 8"TRASH GUARD
TO STORMWATER POND II 0 - ___ \ I .b
-` NORMAL POOL 0 25.0 / _I FASTEN WIRE FABRIC TO TRASH GUARD 303 / I I
$cI _8ARREL
174
STORAGE :::: : :::
Ix vALL PIPE SHALL ` '+� A EW-+ *y� V
SUITABLE FOR USE UNDER H2O LOADING f, � _ 51 ` 4
rzl
C a
,/ \--(118R11 (V
6.
� ' / TOP VIEW OF' RISER p
\ / ti�F ```�� _ _
176' \ /� ��,`` ;, • • LEV. =25.5' MSL C~
i •� • • 36"PIPE
•
I ���� • lommiimmemommomm
• C t ' 1 6"X 30"TEE
\ •rojimumminiumemmw'corm-110
, BOTTOM OF ORIFICE a 0"PIPE N-•1 Z
eX�ST/�, 1�� ' -.-�s�"��/ • �i• LEV =25.0'MSL C 1 a f J`"' '" "/� ,
\ GAO �.� ���•w --BOTTOM OF TRASH a
NQ 80 ' ti GUARD ELEV.=24.5'MSL a ', E..-4 (~
■ CIRCULAR ORIFICE I ' 'f . 'Q+ Z
l I) w �
\ ■IAMETER=6" I ', pt., a"
240 —INV. ELEV=21.5'MSL _I , _ L
0 30 60 120 ———
•fa
m� _
"C)NCRETE .•r �i.'
SCALE: 1 "=60' J\ r� : : . . : . `1 .
%
#'4'\'''
_ _ \.
231' // 207' / 108' / 161 —/ 77' / \ • N
SECTION B_B SEG TION A '
ii
STORMWATER aND OJ 1ET-STR,UCTU EJ ETAIL o"
NTS r -i (n rn
H 2 1,1
ICI � �
F; .� I__l__I N ,
Fa• a.� N
v ,
I { t c
SECTION A—A i r—n o
(STORAGE POOL U® 25.5 I HORIZONTAL 1 =60' I l
\\\ V L
1 CDs I ID VERTICAL.1"=6' )1
• I ¢ FLOOD IDOL ® 26.0 t ( 25
25 I V 1
- } ;I I NORMAL OL 0 25.0 1 1 CO Z r
k• s 1 j
t I
7, i I I t
ifp
I i I c IZ °
.._e._..w _,....w_.._.._._.n...W_.... .._,.w ,.._ ._.__ ,w_..MM_ ._. .µM _. .. . - — N
I---
7( � N
1 4 BOTTOM 0 19.0 +/- # N
I I I I I ! I € C
15 9 1 I 15 (I) m°
✓'ice
E-1 U
DO (n k
I B
SECTION B
+STORAGE POOL 0 25.5 SCALE: I
1 HdRIZONTAL 1"=
I IERTICAL 1"=6
I
FLOOD COOL ® 26.0 [
qs
s NORMAL OOL 0 25.0 I IZ ,
H
20 _ y I 4 1 I
P 3 I 20
BOTTOM 0 14.o +/- 4
I I I 15
15 I e I
4-
0 3
N
I n 2 '
I- / Z
O) ,
l ) a) C
a)
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.
•
•
LIN.E A •
40 • 0
.
E •
:
PROPOSED•GRADE
3 SDR71 PVC PR SSURE.SEW
:
36 ,MIN 35
COVER
35
30" HDPE
.� EWERIiN -_
r"�--�.��" SD 2� pVC PRESSURE
s:: R NO "
mii
.
.
30
ARATION Q: z: -
•
12 :MIN, VERTICAL:SEFi, _ _
30 .. .
P
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,
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Pos
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.� 1 laysu� � " HOPE wnrrtLlN „,.h; ��
RW4RL1,E , p l • _., w:
4 k8" RC .,...:.. 3 OVER ".�---'- �� ti_�
VERTICAL }?"�MIN. 18" M1N
CPAI?A ION RADE
VERTICAL VCRTIGAt'' 0ROiOSED ..iT...----`-
StpR§PT,t?4 �PARea c M YER`DIAL ? 3?
35
30 - TIeIN , �, ....�
TT •
A:A
3
S P
.
DR 21 VC PRESSURE
RE 5 R ER
;. .7._ 2 S
2 PVC P
•
W
t
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S E
.
2�
30
i
DFZ
1
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25
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o: r�
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a
• -i ...:....!, 1. _ .; ; c:,,,:, ,
•
PROPOSED:GRADE
. t
PROP S
•
•
.. . CL1 p,
SINE
: 36 MIN
tE
... . • . E SEWE
_. r SUR
F2ES
_. COVER PV'..
.. P.RdP.OSED GRItDE. ___. . ._.. .., ... 1
z r, R 2
,
3a
30 1$' MOPE • 2 SDR 2J P: _ ,
LI E
0
2" S
. C P ..
a 24" HDPE �/ / •.:
•
•
.
6":'WATERLINE Q
EWER.,N
..:...
MIN.
VERTICAL.
II
�"�", .-- 24" HDPE
SEPARATION 2 5 2 5.......' �"'O
4 SDI# 21 PVC PRESSURE SEWERLINE SE • • ...::.
25
D7
25
•
12 MIN. ,�
VEI2RA ON �� {.
EPA p
• MIN. _ °
12 VERT DIAL
O
VERTICAL SEPARATION = • L `i"'
.
SEPARATION 20 Cj a
r n
V
2C 20
20
•
j n L
v1 W
Z
•
- <. • d,
O. O � t�
O: O': O O O + + + 1
� _J
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V 0 0 a _cn/
to 0 0 0

+4' B
I
I t4.1e 1 ".+ A 6„
iv.q
i.
PRECAST CONCRET L, . R3" R3" w
_ CC
W
::•::•::•:•:•::•:.:•::•::•::•:•::•::•:•:::•::•:•:•::::: ::::::::••• 1 1/2" 1-2
L PLAN VIEW61r ABC OR o
SEAL WATER-TIGHT BETWEEN 17________J, •pi
• g" S'TBC
PIPE AND CATCH BASINi________ MANHOLE -
....� FRAME&COVER
T-, .. .. .. .. .. . O
w,-=.,. 1 1 >
M N.'
'
' 11 }r"...
1,_6„
CAST IRON HOOD,FRAME AND GRATE I I ' I . AS REO'D. .• . RCP UNDER ROADWAY AS REV'D
===I I -
NEENAH R-3170 1 r AND HDPE FOR
1 = 1 1 1 I NON-TRAFFIC LOAD "ppun,nrprnnpnr q
A t—► I I I I A AREAS •'. NOTES. -r;��\`�," •' No,/ "-f,
CO o► II 1 70 I If 1 O I I 1. CONCRETE SHALL BE 3,000 P.S.I. `���
I2 CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS. 't - „ ,<„ -
SEE DATA TABLE (A 15'SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.1
v FOR PIPE INVERT 3. FINSH ALL CONCRETE WITH CURING COMPOUND. hL-�
ELEVATIONS ''St
Z
B J J 1 I i CRI ISFIFD STONE 1 53!! •°'* ��`;
SEE PLANS FOR PIPE SIZE PLAN �TIEW ' I ' TYPICAL CURB & GUTTER DETAIL "'''>•,lN J}Rtk�*�''
AND ELEVATIONS COMPACTED SUBGRADE NTS '/rr,%r'A11'"11' +`\`�"`\
SECTION B-B SECTION A-A
of C V.URB STANDARD JUNCTION BOX a
ELEV.OF GRATE _
6"PRECAST CONCRETE NTS
CB
)-0:: 9ilf TOP WHEN R-O'D. : g�9l�R�d�9 , B
demill
L. 1 IIIIMMillIE
h+i ��f'�
SEAL WATER-TIGHT BETWEEN ��
eimommommor
® ® PIPE AND CATCH BASIN V
mmil ^ V a
." - CAST IRON FRAME&GRATE SUITABLE• r 0
AS REO'D. FOR H2O TRAFFIC LOADING
AS REO'D. VIJLCAN V-4410-1 CONCAVE INLET GRATE-
PRECAST CONCREI E OR APPROVED EQUAL- __ �j
• Box • A A B < co)/
1 cc o
,ULVE=Rl .1111: OFFSET Lout,I ION POINT- /�''.,�J
•
PRECAST CONCRETE SUITABLE M 6
I*+�i I�"1•
FOR H-20 TRAFFIC I.OADIfJG - --► �_ _-- A . 0 U
A .,,,� �� M
w V`•
-- - . . . . . . . . . . . . . . . _.--:-, PLAN VIEW el 0 D
'' :.:.; B < 4 G
t::: :::. F~�
CRUSHED STONE t PLAN
CRUSHED STONE �:•.:;•.:;•..
1 ;,•;1 h:: , :, IMEROAMii_ORl5�9■9i il r... bl�� ''
COMPACTED SUBGRADE M �=® k--1'-6"- .- g
ji SECTION B-B SECTION A-A � —� Q
I.
AS REO'D. AS REG'D, I
_I'
RCP UNDER ROADWAY
•
•
NID HDPE F'OR
ON-TRP--EPIC LOAD
TYPICAL CURB AND GUTTER INLET CATCH BASIN AREAS
NTS SECTION ��-A S �CTION B-B moo4
SEE DATA TABLE
FOR PIPE INVERT
ELEVATIONS TYPICAL METHOD OFENDING CURBAND_GU `ER E-4 E-0
1111111
- . . . . . . . . . . . . . . NTS • ZZ' .
nl
•;r:l {':'�i};:-�. CRUSHED STONE ;•:;
COMPACTED SUBGRADE
SECTION B-B SECTION A-A
I TYPICAL CATCH BASIN
NTS ;:
,-r.B 8"TRASH GUARD B
SEAL WATER-T',GHT BETWEEN 1' 'I
FASTEN WIRE FABRIC TO TRASH GUARD ' PIPE AND CATCH BASIN N
AND GUARD TO RISER WITH 1/4"SS SCREW I
PROVIDE 4X4-W2.9 X W2.9 GALVANI7_ED CAST IRON FRAME&GRATE
VULCAN V-5624 INLET GRATE • 10
WELDED WIRE FABRIC OVER TRASH GUAR . OR APPROVED EQUAL ..:/ ' LC)
ON
I NPR I r� CI)
1.101111111111
�1
L rl
BARRFI- ISRr •
e ;SEA NMI WIN • /--1 1/2" 12 BITUMINOUS PAVEMENT
ALL PIPE SHALL BE HIGH DENSITY POLYETHYLENE PRECAST CONCRETE SUITABLE / io
Emil
V
SUITABLE FOR USE UNDER H2O LOADING TOP VIEW 'Jr RISER FOR H-20 TRAFFIC LOADING / 111 "'
BJ
■ ■ ■ ■ \,,' C:,a.2 4a-•:iae'u:is:.\ 'R'`:':vi:'`�G'•-.5��`•" .o'i`' •.•��,k.-•.�L.-`+`s: tc'; •_:b; T,}.a .,y.:,,1:4;,''
• .•ywao-s�;F:�rrro��sr>any■ TOP ELEV. =28.0 •• �•: :• PLAN VIEW ."" v: - .. . — -
• . .,
�� M�■1 W
z 0
......
•
•
■ r_� 111
INIIIIIIIIMIENNIII-- 2,, TEE SEE PLANS FOR PIPE SIZE 6"ABC OR 9"STBC COMPACTED cm) Z
■ AND INVERT ELEVATIONS
■ ■ (95°Jo STANDARD PROCTOR)
•
0
• �� • ■ �� : PIPE :ri:;?f`ircccac9csa�ox S:E::.i `rff►a�caoa�ei1� :.f','.::
���.. - -.ir `..-.- t:e, s �. .:.{..:;is „}:jr..;..'sS..; 0
•
::'\':1\:'1'f':'i\':.\'ik'iM1k':'k'r\'f\'f\'%\iti:+\':'\'J:tiJ\'1
r.r:,r•,f.. .f.\f\?•.!\f\/\?..f.f\f\!..\f\f\f.f\f\f\f4/\J\f\f\f:f\f1f\?•.f\f:�f::f*•f:�/:•f:•f ti••: +•�
• Til i.r,.f.-,::.,f.:r..-f..,f..,f..,:.,... f,-?.„r:f;f.; . f . . . y.:..... ..-..•. 1.......f•:`f.-.:.......f...:...v.\f::,4J.1f.i..\1.1.Ji.J•�J.4?•.Jtif.\rvJ.;.f.`.f.,.:r..::\f.:.f.�..Jkf;•.:.. ............................. . . . . . . . . . . . .
. ................,..,.•. :f /*.::tir.'•f,'.;':;•.f•.J ,.:,.r.:�.rf..F..?f.;ff.';frff'.�,. rnCOMPACTED SUB BASF_ � ' v'� w z
-- ••''f�,\r'i+4r4'?,..r`/,.4+`.?.:f,.':..tif\f\„,,4f�f':f 4f4�i\fkf1Jk%4!\,..1.1,�4f\.AS REOD ! f f f f f f r,+.. f f f f f. ? f f f f ?,? f,f ^^``
.:.J.,:.r.k:'.\f.M1f:.l.;:'f:•.r.4 f.:':f.:•:f••.f'+. \ftif.;.f\f\:\f::f\f. J.,+.f.\f.M1f f.\i'.,kf f: W—� CRCP UNDER ROADWAY (3'MIN) :•:r:.:f.: ,. ;•:f::.': ::r, ,\\ k,•.:r•.:.h.'M1.k,,.;;:•r.:..;,..,,:�•.;;,,•1 rk r ,
NONDRDFCLPE OOAD • (�� O�' _INV.ELEV=24.8 AREAS CIS
PAVEMENT DETAIL = —
: ONCRETE •• 0 i NTS FJ }—t
::.:1 P.'•:-•• CRUSHED STONE ;::•1 CD X
i•::•••:•:::. 4
SECTION B-B SECTION A-A COMPACTED SUBGRADE Zz m
EXISTING POND 2 SECTION B-B SECTION 0 O
POND OUTLET STRUCTURE DETAIL U
NTS TYPICAL GRATE YARD INLET
NTS
V1 a)
c
c
C .— .
NOTES: Q-
EXPANSION JOINT TO BE A MAXIMUM OF 50 FEET. h■) N-
ALL CONCRETE TO BE FINSHED WITH CURING COMPOUND w T
-STANDARD BROOM FINISH
4"CO�'1C SIDENALK CONTROL JOINT SPACED 1/4" STANDARD BROOM FINISH
6 25 C" 3�4 AT WIDTH OF WALK
<>< 11' > < 11r )�<) MAX. SLOPE 4" x . X .X. .
• 1"
.-. 1'N
SHOULDER 3:1 TIE TO 1 • 1/S"R4 '
SHOULDER FEXISTING L- 3,000 P.S.I. CONCRETE
1"PER FOOT
1"PER FOOT %...:�'yr: \,tiff\Jf.1 •ff:. + 1/4"
1/4" PER F007 1/4"PER FOOT GRADE "' r '�"- +;, � ASPHALT �� \t 4 %•{ 0 all
MIN- SLOPE :1 \:. >< x x;: '..x >< x x x x
F- ____). 6 6x6 W2 1 X W2 1 W W F : ::'• ac , z :?;.>z>:<:;":>:>:__>;:z.;.;:;z zx »+l' '"'
MIN. SLOPE ': ffI: ••.• '' � ''I * �f: JOINT FILLER_ . \
TIE TO 6:1 •'f,:� � . EXPANSION JOINT. �6x6 W2.1 X W2.1 WWF:
EXISTING —_ SEE CURB DETAILS 3,000 P S.I CONCRET `.r.4.. + r.'•
.f: \'r\'f\'ffff\1'•:r'i.+'•:f'ittifti/`:f\'ftif\'/\f.+:f\f\J\l\ftif'if\'f::ftiftif::f::f'if:.'f:: ff\'f\'f+:ftif\`f'if 4'ftif\'J\'ftiftil'•:f+'?:'f" +`. .f,f..f..1. f..f..f. f. f..f f / :J.J'if\'f::f::1\`ffff•.:
GRADE 3:1
�f..; ..,.., .:r..f. :•:..-.. -::-.:...::..:...:.:..f.-.f.'�\ ':� f:.;?f\-f v+ J.f.:1..:f:�:�:f':�:':/:f:'..:..S..:f.:F:'::'::'+::r:i:':ff: :•:t.+.r::ff.':f/.'a F:a.:':::':Jf.':ff.':f :ff.':�::r:.ff::ff.+-lf'a r.a'•r.\fJ.':ff.4ff:'
MAX. SLOPE OMPACTED SUBGRADE TYPICAL CUT SECTION •';;- COMPACTED SOIL. f
TYPICAL FILL SECTION 6" ABC OR 9" STB ff : :.,...f._::rf .;:,.: f 1/2
r. r.,. .f J. f
\--1 1/2" 1-2 BITUMINOUS CONCRETE
-.-13" 6„
TYPICAL CONCRETE SIDEWALK DETAIL
TYPICAL ROADWAY SECTION
NTS
NTS TURN DOWN SIDEWALK Q
NTS z
m =
N--- 0 x
m
CO m
This drawing is the property of HOUSTON and ASSOCIATES,P.A.and N pp
���; IS not be reproduced in whole or in part without written permission from `�
11 I — — HOUSTON and ASSOCIATES, P.A. N v
Q Copyright 1999 a�
NOT RELEA
SED ASED FOR CONSTRUCTION ALL RIGHTS RESERVED !0 0 0 0
,- (T -S--I —IS

A. BURY THE TOP END OF THE JUTE STRIPS IN A w
TRENCH 4 INCHES OR MORE IN DEPTH. --- .4 :;`•' `e �" 5'-1'
+ ;•:�•�,�/. TOP ELEVATION OF STORMWATER
B. TAMP THE TRENCH FULL OF SOIL. SECURE +. .;.Y.:. I°' ++++1++++4+.f e".. ' w 1
WITH ROW OF STAPLES,10 INCH SPACING, ?' . -a- - , * • ///. •
s./ •
rn
50'0"
4 INCHES DOWN FROM TRENCH. +«. +«�« +:. //l #5 WASHED 11. MAX-W
Y' M. 0) #*+ 0; • . . STONE
' CHANNEL SLOPE
EROSION_._C_O IT .O t IA RATIVE
,.:.::::.i.i..1.1.1.i.i..i
.•. 1 RIP RAP
E. OVERFALL • '.yl s••'
C. OVERLAP-BURY UPPER END OF LOWER • • • •
STRIP AS IN"A"AND"B". OVERLAP END •..:y..:.....�, - .
• • A. PROJECT DESCRIPTION
• VARIES
OF TOP STRIP 4 INCHES AND STAPLE. ;•• 4 } ,
,. a � '' OR WIDTH OF
. I f Sea Trail Plantation, whi'h i, ff f N 17
+ + +++ + ++ . The subject,project is located within thE, project boundary o bea (, s u u
Y • • +* + *+l EXfatrad €€iiiiMi •'.' •.• •.'. PROPOSED STREET, 1 ! 1 ! 1
A' \,•••••�l/ , 0 0 �ABt: 25'-0° v , r r , , 9
- :++ + : . + a�+ F«+ + ROADWAY ,. . .'. �,,. WHICHEVER IS and 51i 1 LG, (xcor E,tOwn Road, in southwestern Brunswick (,ounl� and the town o£Sunset,Beach's ETA.
t, . off*+'off'' Y+ ++,'�+*:44:4 y+;.a`+;..*+*+o+v •. .':'Y' GREATER SECT ION VIEW ,
•.y.: % • ,•+ ...:.. •• .;.. f. 4* +:++ .+ F O .•. The pr(�ject involves t:ht, construction of a multi family development with associated parking.
R
+ +++O++ • 7
SLOPES BURIEDIN
+ �:� + + ++- ------EXISTING L
JUTE Q. EROSION STOP FOLD OFo,M �<
1undevelopedsingle • mi ' l salongCrooked Gulley Circle, the• •�• projectbounded north sin family lots (, oo ec U Ileto�* The bu (e( to the by _ e
... a+ �. g 3 3c
SLIT TRENCH AND TAMPED •�•'� `"'"� {• - - � .'.'.'.'. - 0
• . Byrd s the south � theJones/Byrd AssemblyBuilding and -
� W• -++++ ++o+ ++�++ east:, byFairway No, l 0 of the Course, to e 1 v c a c
DOUBLE ROW OF STAPLE V'•'!4• •,a*+,++++++++ +«+++r«4++++++*+*+*
•.�.' +3 ,+;�+ ++*;�«o*+*+* . . ' PLACE STAPLES 1.5
...................................
.'\. o«* ++r ,.- . 10'MIN. Jones/Byrd Clubhouse, and west by Fairway No. 17 of the Byrd (,nurse. �,
,, + * + , . .•' •.' TO 6 FEET APART AS
4.
+ ++ ++_ s +;+:�«*+*+*++ 8+*++.;.: .:.'.' REQUIRED TO KEEP •••••••••••••••• :• •:•
+ +*+++++ ,. a*o+++ :44. ++ 4. .0. . . THE JUTE FIRMLY
CC
o• oo '.'i DETERMINED
,* ++ ... I WIDTH D ERM NE
4410. �r * .�•.•."lr'. .' .t�,,�,,*+''++�o ' +� � y.�. PRESSED INTO SOIL. '.' 15'-0" NOTE. HEIGHT& WI T ET Runoff from this project enters small.ponds, which discharge to the stormwater pond, and eventually
• y• •'+0,�«.4.++++*+*+4•.IN.++.+++++++**++0+++4+++ �. 7 i� EXISTING TOPOGRAPHY A N D
lilt •� • • •••• +*O + +++*+ - ++++++ I.+0+ .�.. PLAN VIEW .5'-1' SEDIMENT STORAGE REQUIRED enters the Crooked Gulley Creek to the Calabash River.
'• 4.• 0 b� '
• r•.•0 +*++*+*+*+*+++ +++ r `,O1Ra�fllannaaBryNp/ii
•` «+++++ + + + , O� sir
driving range• • • .Current, land 1 useof theprojectareais woodland n i anda+� + +++*+*++++ coN G E t a E E 00( a C aE,
+++ +� -- TYPICAL ST�#PI ES g � NQ
oOW +++ + UCTIONii #5 WASHED r..�$ ,+ U WIRE NEW CONSTR A ,
. + ++ +�*. , ;, ;; EXISTING ROADWAY > STONE _ �� y
o+ 0+ + „,+ _ t V B. SOILS AND TERRAIN v J�,
r ' ,, r i,disturbed is slightly h ,I ) 1 Relief ranges„ from
• + + 4 +�•'••• 11,- The p oject a ea to be d st bed _ - g t y sloped. approximately 42 MSL to = t , m
. +*++. ++ �y+.••.'.'.- `•--- 6"MIN-� f t'12 approxirnat,ely 29' MSl... The Son.) Survey_o£_Barunswick_Coul).ty indicates that the most prominent, soil i'• �� q_
• " `« +44. g * 'F + *i .. ••.• ••.-. ••.•• 1,5^ •" '� wtthin the project boundaries rs Blanton fine sand. Blanton curl is moderately well clrarned soil. Surface y LA 4
+*+*+*+ �+*+ + + + +*� • FRONT VIEW `t�1.��
+ °'�' * ••••••••• ••• SECTION VIEW runoff is slow and permeability is rapid.id. �1 P.
'k+o -«4.;+!+ - F. PRESS ENDS OF JUTE 4 INCHES INTO THE SOIL 1 p nirpnnununnaa�a
AROUND STRUCTURES AND STAPLE SECURELY. TYPICAL C.HKCKDAM DETAIL C. EROSION CONTROL MEASURES
JUTE THATCHING STABILIZATION DETAIL CONSTRUCTION ENTRANCE DETAIL The primary land disturbing activities for this project are related to clearing and grubbing the site,
NTS NTS NTS excavating ponds, construction of roadways and parking areas, and construction of the multi-family
14-41
buildings. 'co prevent,sediment losses to off site areas during and following construction all runoff is I�
directed to existing and proposed ponds which discharge into a storrnwater pond along with the following 41+
uo
measures: silt fencin seasonal rassin construction entrance, and inlet protection. E-I
INSTALLATION OF JUTE_T)FI�'I'CING_IN SWAI.ES S (SEENOTE#6.) STEEL OR WOOD POST ' ` grassing. f
W
p o a
12"STAY
ISPACING WOVEN WIRE FENCING AS REQ'RD.
IrrvPICAE)I _ Hu (SEE NOTE#6.) 0
WHERE APPLICABLE - ��'11 SILT FENCE FABRIC a t C•.i a ' ` C•
I :;7 EXTRA STRENGTH(50#/1 IN.MIN.)SYNTHETIC POROUS v _
Jute thatching shall be used in swabs where the slope exceeds 0.015 (1.5%) MIN.12 1/2 GA. FABRIC OF NYLON,POLYESTER,OR ETHYLENE YARNS. Q
INTERMEDIATE o Z FILL SLOPE
r� �
tr E.+ O
. SPECIFICATION GUIDE WIRE z
o � z
. ? r• - I - EROSION_CONTROL..GENERAL_NOTESZ i�o
;tr, 1 ) i , '1' t a: �. i a a..' , r r " ,k. • Zo
t 4 :A.._ c!, . nti sssetling: 11,pi:k :i lu.t*."..f3: x2dertztg, ,vop c.h tn,:2.oi to v4)12to to eonftne low (Iowa lathe O
a
3., • - ., la r.:�,,, ,'�1 Y, i ,., y ..:,� ,+, c -" F+�Ryl:y -P'.:.k�+*r <i_- y+ + :. :�, w
- e 1;.:t. 1.. (�� :;Y ,a. ::. a, _',Ak*�t'G:1!L° .9..- ^ -r, <a ... 1 I 4:n.:d }� + <
. v .. v. f. . �. � 1V� .�t'1'� ,.-I.,'"...vd tit r'<rr - .;.,:. �w .,.. ..➢ - .F. ,k.; E: * x .S 1 1 + • x
F .: ' _.t....:,.. ftlt.15. �..._., ., 1• r .t- + 3a a. I >,sw ,,- t. , .. .. .. . ,
.: ,_ .�w....� ..:.�.,. � ,......�. ft � ,.. r t, t r r a f, e r ,a n' +,a A ,.r u a 1 , r °e w,. � 1� Control
r a r ra.._a... ..e 1F .a.,.:) rt.arr., ml.t7.1 b.t rtarlerr a compliance with r e ,...
_/� �, «t� .� rttra .l in (,talr)llrltld,. tt11 the :. n,lrrr.Esnttlt.it)rl Pollution ..t
..a ., i .: :.:u;. rr 1 ,, kd ry� n: aa�a, a ....r'""-�).:...�., .:.,.. q-� $'R .a..,.. ' , 1,
�. :. ... .. ., -.. , .. !. _ ... ... r •
� .I:I:.«, ,, 1.. .. ... i+'�'ki .,,,, ,. ..w..,. +lp�4a4lSRk.0 •,. ,.k'`,ylR4,,. ,
„ . . m+•• r a , ,: t.. a .B�Wk It«a.r.rita& ixr,at Yid,. )aah, {d,,.G,i4..r0t,da3S ''t ' r.," ,''1' ',1. 1 ,r ,,,,.,.., :t--,'.t • a.,,...:1: ,+ ,t tF.ri: ty ,11 ,. .a wlr„*a9}l:kaxs J. d",k, f sa,. r.&4Sb t� t
, x°saF R ! tr 4 .RSf3 11 U M 1
"� ,l+,xi, ,.:, 11
n ' . , i
`x
. Nanning..n Mi 1 ate-- _ _-. _.. r, ., ..
1thatching. 111 poi dawn.: f 1 ,., ._ .�. s n , e . . : ;:,
material before the tttrrtc�hin t t t( .-._ �� �_ �'. ,All a t activity a ,+
1:,. n r,. g :, sprigging,Plant rla.raa,sprigs car similar nnc et 12 # I o "" ..._ :. .I land clisturlainkc rattisvitw .ra to tin prltararrcci Canal rondo t•ta l Pi limit o acts icc a _ s er.:.rr `�
,� Vea.ttaliva it f K � t2o��ao1L� �.L. t rro It f t,.t td. Om .l1cr-i�r . i6t2�tl�l�� R• (�
planting may vary. Suggested maximum is 10 x 20 inches. �] Itr)1ta
D
' 1'the Re before placing the thatching Pleat.the remaining half after t:he + VIEW �TYP: 0
half r X -
I. SeY4ctinzlzlat t _ pplivata rx�. Sew ra2QT-MEWL' co c, V 3. .All sites and severely eroded arenas shall be stabilized b��the establishmentof a permanent' thatching is laid.
.� p manE nt
u
1.Install silt fences as shown on drawing and at locations necessary to control siltation of adjacent areas.W pp grl)11 n tl cover
B. Laying the Thatching: The thatching shall.be laid on loose soil after all rocks, clods and sticks have been picked up
2.here wood posts are used,they shall be a minimum of 3"in diameter and 6'in length.Posts shall be creosote or pe L J W
k
Y g g
.4-7/TREATED
_ wNU . .
• •
4. As soon as all areas are permanently stabilized, all permanent measures have been installed, and final F�
that would prevent contact with the soil surface, ntachloropenol treated southern pine.wn
3 ere steel posts are used,they shall be 5'in length and be of the self fastener angle type.Wo TREATED 2 X 4 POST&FRAME approval.is received by the,Erosion Control Engineer, erosion control temporary measures may be p"'� Z
4 ven wire fencing,where required(see Note#6),shall conform to ASTM A116 for class 3 galvanizing. Fabric shall be
1. Start laying the thatching from the top of the channel and unroll clown grade so that one edge of the strip coincides a minimum of 32"wide and have a minimum of 6 line wires with 12"stay spacing. The top and bottom wires shall be 1
0 gauge,and intermediate wires shall be 12-1/2 gauge. Wire fabric shall be fastened to wood posts with not less than r i O :
with the channel center. Lay a second strip parallel to the first on the other side of the channel and allow a 2 inch #s staples 1 1/2"Ion .Flits •
removed. alter
r fabric shall be of nylon,polyester,propylene or ethylene yarn with minimum strength of 30 Id/lin-in.,and a minim �"1
•
t,extend the length of the channel, continue downhill with additional rolls. 5. Fabric shall contain ultraviolet inhibitors and stabilizers.lf fir
sf
overlap. If one roll of thatching does no g urn a5 i filtering efficiency 5. Over the life of the project,. the Owner shall make periodic inspections to evaluate the success in �t �..1
ter fabric is used with a strength of 50 lb.,lin.in.or greater,and the post spacing(S)does not exceed 6',woven wire f PLAN V �]�j SECTION A_A
6.encing is not required Otherwise,woven wire fencing is required,and post spacing shall not exceed 6', controlling erosion of soils to Off site, areas If areas are found where erosion is taking pla.Ce, the Owner r�-
Securing the Thatching - Bury the top end of the jute strip in a trench 4 inches or more deep. Tamp the trench full '''
2. of soil. Reinforce with a row of staples driven through the jute about 10 inches apart. Then staple the overlap in
shall take the necessary measures to remedy the situation. �+
the channel center. These staples should be 3 to 4 feet apart. The outside edges may be stapled similarly at any
time after the center has been stapled. Closer stapling along the sides is required where concentrated water may TYPICAL CATCH BASIN PROTECTION �"
flow into the cha
nnel. NTS
STANDARD TEMPORARY SILT FENCE I
Where one roll of thatching ends and another roll begins, the end of the top strip overlaps the trench where the a NTS
4 inches and staple securely.
upper end of the lower strip is buried. Make the overlap at least
Erosion Stops-At any point the thatching may be folded for burying in slit trenches and secured as were the upper CONST_,I.ICT__ION_SEQUENCE '`i
3. ends. This checks water flow and erosion that may begin under the matting. It also gives improved tie-down. The
procedure is recommended on steeper slopes and gentler slopes of sandy soil or areas subject to seepage- Spacings
•
1. Obtain approval of Erosion Control Plan from NCHEHNR-Land Quality Section.
of stops vary from 25 to 100 feet.
2. Install construction entrance.
Diversions-Where diversion terraces outlet into the.waterway, the outlet should be protected with thatching used T
4. in the same manner as in the main channel, The t.hatch.ing for the outlet i.s laic} first sa that thatching in the main cC) ,
x 4
channel will overlap the outlet strip. M 3. Construct proposed pond. ON ti
Contact-Get contact between thatchingand soil by rolling at right angle after laying. stapling NOTES:
Thatching Soil oat aColtO
• 5. and seeding is complete. P_erfeotscont act_r.s vital_to keep water Ilow__uv_ernot under_ the__thatching•
1. Vigorous stand of permanent grass cover shall be established as soon as possible along the center line and 4. Clea.r an(1 grub roadways and parking areas.
banks of channel. Where banks cannot be adequately stabilized with vegetation,an artficial liner such as r n
*rap shall be used toprotect the banks. 5. Rough grade roadways and install storm drainage system. I >(
P- P t� '
Staples-Hairpin-shaped wire staples, number 8 gauge; 8 and 10 inches long have been used. The longer staples 2. Where slope of channel bottom exceeds 1.5%,jute thatching,or other effective channel lining material,as well g Y
6. are used in loose or wet soil. Wire staples are better than wooden pegs because the staples can be driven flush as bermudagtion sod shall be used to protect channel center line to a point 4'on each side of center. -f
(See"Installation of Jute Thatching in swales.") 1
with the matting. Wooden pegs extend above the thatching and may catch trash that diverts water flow out of the 6. Inst:all underground utilities. o`to
{ thatch protected channel. Wooden pegs may also set up a damaging turbulence.
7. (_',onvert existing pond outlet to stormwater pond outlet structure. _
x y /.�_
Inspection: After job completion,make sure the thatching is in contact with the. soil at all places and the critical .k?:'''•'`
O
a. "" 8, Finish roadways and parking areas and construct multi-family buildings. 0 43 .1
'� C. areas are becurely st,aplesl down. ?.-• �'%` f•�ff�?•
„ate `./.-•:,,,•,. jt\-• i:;,:j
x.Jf;
1 MAX " �.�.r,kf,, r..''%•:-/•� ccii94?)
t a •�e„,,,,.., ,,,,�f' 9. Within thirty(lays following final grading activities, seed and mulch disturbed areas which will not be (j,� p
''"µ built s :/. fti/ ur tupon.
SEEDNC-h/t/ hEf l a. ., \ftif. Z
•ti,.4
1.0. Maintain temporary erosion control measures until permanent ground cover is established. p
1. All disturbed areas due to construction and any severely eroded areas shall be z
stabilized by the establishment of a permanent grass cover. The seed species shalle
TYPICAL VEGETATIVE SWALE
11. Obtain certificate of compliance through and on-site inspection by NCDEHN.R Erosion Control
selected based on the type soil present, seasonal conditions and other considerations. As NTS ~
Engineer. Contact.person is Mr. Dan Sams, J 10 395 3900. ,
D N
an alternative, the contractor may use the methods and schedules shown below; however, 1L. Remove temporary erosion control measures and stabilize these areas immediately. Permanent erosion co
it is recommended that a specialist be consulted with attention given to site specific
control measures shall remain. o
conditions. m
a. Cultivate area to a depth of 5 inches
b. Apply agricultural ricultural lime at the rate of 4000 lbs, per acre El Mil IIc. Apply 10-20-20 commercial fertilizer at the rate of 500 lbs, per acre T^
V1 a)
d. Sow grass seeds at the following rates:
r
Intentionally left blank Intentionally left blank
Kind Rate Pei_Acre °) 1
Intentionally left blank iir
t1
Common Bermuda Grass pj
unhulled 25 lbs.
hulled 12 lbs.
Pensacola Bahiagrass 50 lbs.
Korean Lespedeza 25 lbs.
Tall Fescue 30 lbs.
e. Mulch with straw at the rate of 3250 to 4350 lbs. per acre.
f. Anchor straw with asphalt emulsion tack coat applied at the rate of 300 gallons per •
acre.
2. Where it is not possible to establish a permanent grass cover in a reasonably short
period of time due to seasonal considerations, a temporary grass cover shall be
established. The temporary cover shall include the planting of annual grasses or small
grains such as rye grass. Temporary covers shall not eliminate the requirement for
rthe season or other conditions are not suitable for growing
permanent grass cover. Where _ „
a temporary erosion resistant cover, mulch may be applied; however, mulch used alone
shortest time practical. A temporary or permanent vegetative cover shall ® '
shall be for the P p Y
established as soon as conditions are favorable.
z m to
be o
unfavorable soil conditions for successful establishment of %'\ 1 r 1')) !o ] 1 i,- i ;--, u) -
3. Topsoil shall be used over a
This drawing is the property of HOUSTON and ASSOCIATES,P.A.and
vegetative cover. NOT RELEASED FOR CONSTRUCTION is not be reproduced in whole or in part without written permission from W c 6.)HOUSTON and ASSOCIATES,P.A. C Copyright 1999 cn U
g
4. Irrigate as necessary to optimize plant growth.
ALL RIGHTS RESERVED Cl)
"IS-to45- I.3-6

GRINDER PUMP STATIONS
TOPS STAMPED
Grinder pump station systems shall include two single-phase Myers WGL 20 series pumps Put nps shall be 2HP.208/230V,5 5"Impeller. Oil "SEWER"
cooled induction with capacitor start motor,3450 RPM,60 Hz,type L NEMA design.class B insulation. 1 1/4"NPT discharge with water resistant
. 600V,60"C,CSA/IJL approved power cord. No splices will be allowed in the power cord between the pump and control panel. Controls and L .OX W/TOP STAMPED SEWER IRON TORM U
::.:s•l• i :.:::.c: CULVERT
MIN. 12"DIA.CONC, OR CAST
appurtenances shall alarmbe Duplexigtand bell
alarm200/shall30V.
e provided0Hz conti panel in rate circuitA Oki weather-tightthpumpnoncorrosivenela fiberglass enclosureufaturewith
operation and light bell.The shall be on a separate from the Panel shall be as manufactured by 1\1. :1
Myers or as specifically approved by the Engineer ill SLIP X MIPT SCH.40 PVC ADAPTER
TO CONTROL PANEL IN A NEMA 4X ENCLOSURE 1(Typ� I� •
I I I ] " AND THREADED PVC CAP(TYP.) NEW UTILITY LINE
,;.
• 1"TO 2" illill.1.719111. SLIP X MIPT SCH.40 PVC ADAPTER
r,aoCONT To sloE of BUINEMA IIT ) PEA GRAVEL ENCASEMENT UNLESS
AND THREADED PVC CAP CONCRETE SPECIFIED ON PLANS.
T •
e FIBERGLASS REINFORCED POLYESTER RESIN. MIN. 12"DIA,CONC.OR - -. 2"BRONZE GATE VALVE WITH MIPT X ��1�I ' ' SADDLE
"'''`1' SLIP SCH.40 PVC ADAPTERS(TYP.) V ; SEE"CONCRETE SUPPORT
•
aa„MIN WALLTI�IcI<raEss GELCOATED SURFACES CAST IRON BOX(TYP.) -` ;; ��+�� DETAIL"WHERE CONCRETE REQ'D.
TO SEAL FIBERS 120 PSF LOAD RATING AT SF 2 .' ,.1 I
A NEMA 4X JUNCTION BOX REMOTE FROM PUMP yry �� 2"BRONZE GATE VALVE WITH MIPT
STATION AS REO'D.WHEN
PUMP LEADS AND/OR - - ` `' I RI6 - \` Z
X SLIP SCH.40 PVC ADAPTERS.
��l�I .§
fJ ROL Z
•
BE EXTENDED TO CONTROL FLOAT WIRING CANNOT i
s
r x SHALL BE �
PANEL WITHOUT SPLICING JUNCTION BOX SAIL.SUPPORT
SUPPORT
TO 41 SIDE A HOUSEPOT ON SUITABLEAPPROVED
/ \ z r
SUPPORT(4 Y 4TREATED POST OR APPROVED GRAVEL 5" N a
:':... r NEW UTILITY LINE
EQUAL)ADJACENT TO PUMP STATION REGARDLESS \
OF LOCATION,JUNCTION BOX SHALL BE AT LEAST 12" / \ --RAIL MOUNt ING FLANGE I "
ABOVE GRADE. GRAVEL 6'
0 •C
/ \ I 1 1/2"X 1 114"SCH .--._-..
/ ■�..M•! 1.1111.4
4o Pvc REDtu;ER 2"SCH.40 PVC(TYP.)-. 2"45°BEND •/ _J�,_`I mom ! -• •- - - - - - - STORM CULVERT CC,
2"FROM BUILDING �� p�� 2"SCH.40 FIPT X SLIP F. - �
PLUMBING ©',�•�_�_ -1� .
caneO MIN 1 -
:. :.;..
PVC ADAPTER �~'
' �S To SERVICE UNE I .J.TEE TAPPED 2"(TYP.) CON C.BLOCKING LENGTH OF ENCASEMENT TO BE' O II' VALVE BOX 2"BRASS NIPPLE EQUAL TO CULVERT O.D. PLUS 2'.
2"45°BEND 411110.101=MB
�� - f{. . . • . •� MIN.1/2 CF OF
1` I 1 1/4"SCH.40 - - , `C^ ' ,_ MI NC,BLOCKING "`+' nrrj rrnnr,,
��•- Jinni [1'I'ILI'I'y OVER CULVERT', t\ 14J�\ . 11 ,
- PVC TEE
i [?NllER CULVERT L spa E
NOTES:
- -j - - - - -
1. VERTICAL PIPE AND ALL FITTINGS SHALL BE SCH.40 PVC UNLESS OTHERWISE NOTED. .%
\ p� �'�- i'�-, \ 2. SLOPE FINISH GRADE TO DRAIN AWAY FROM BOX. `y'
iii
\ - / r 7 ` r i CROSSING T��,�rT� Cv .. a N�z _
g.
3. PROVIDE SCH.40 PVC REDUCER AS REQUIRED FOR TERMINATING PRESSURE SEWER I PIC AL C LTL`T�� i 1 , IJ_I i IAIL�7 `!'-own 4=�
A / w4°,GrJ ao = ]i
,34
/ PVC 90'BEND -- - SEWER SHALL8E INSTALLED DOWNSTREAM OF REDUORT CER SECTIONS)OF PRESSURE
N.-..... AU / NOTES: NTS ' y
i/ 11/4-SCH.40 PVC 1.SLOPE FINISH GRADE TO DRAIN AWAY FROM BOX. o •, .
2.WHERE PRESSURE SEWER IS 3"OR LARGER TEE SHALL BE M:J.WITH 2"TAP.
- 2"SCH.40 PVC TEE MAY BE USED FOR 2"PRESSURE SEWER.
�?n i( �; r� 7� [t[� 7 7; SEWER
�(] 7( 1 j ( T "��pgq�pq 11"IN"P<,,,
GRINDER PUMP- 16. 3.IN-LINE CLEANOUT SHALL BE LOCATED APPROXIMATELY 2'FROM ADJACENT rI1 11 1.l�AL ,IJND-LIN.l'J - L1,11.�.7 r�7�.1 R1J- 1.71'/ Y.r.IJ R �rL_ A.LV lJ l..�r..L, DETAIL
_.
GATE VALVE.
STAINLESS STEEL BOLTS.
-NUTS,AND WASHERS N'I
,MIN 6TOTAL; TYPICAL IN-LINE PRESSURE SEWER (-."LEANOI_TT DETAIL
PLAN VU W NTS
STAINLESS STEEL SCREEN
48"BASIN COVER WATCH .4. 1 1/2 SCH.80 PVC VENT PIPE ,
-EPDXY COATED 1/4°STEEL FOR USE IN PAVED AREAS- OR USE IN UNPAVED AREAS -
rIONCORROSIVE FLOAT BRACKET 0 _
r �, PAVEMENT CASTING I\:I- Pt Z
u� 12" >t > [ 12"- DETECTABLE TERRA TAPE D IS TO BE
J
�- INSTALLED APPROXIMATELY TWO(2) ( . UNDISTURBED k•%' 0 o
)�, 4- 1 1/2" s :,r fi•
,n_ , ?. „ • • "`�• `~ ,,� , FOOT DIRECTLY OVER ALL PVr_. •
PIPE. j • EARTH ;;: r. ^ r ,
I1.1'N' j 6"OR THICKNESS
:f`+fh
OF BASE MA TERAL '' \:I.:. 1111( . "i. 1' ':.r.�,. �y
cc
}'\ \ 4
44
_.AL✓e BxTENSIOIJ HANDLE 1. BACKFILL TO BE FREE OF ROCKS.FOREIGN MATE• RIAL OR FRO f.. :.;. j O �.(
NO SPLICING OF WIRES � a � POURED IN PLACE ;.;� �•. ;f�:;z • •. .:. <L -
Y
NSIDE BASIN POURED IN PLACE q EARTH. :: ,... ,.'''' '' '`' ` S
Au.owED CONCRETE DOLL R
CONCRETE COLLAR
(3000 P"CS CC
PSI MIX
_T )
�' STEEL GUIDE RA
IL
Q
STAINLESS
A
•
D O:I COMPACTED T :•iii ��'r:
- IF OPS IMIX
2. •
BACKFILL__ iSly L. 300� JCCJRRC . C '�Ilof )D OVED REou RE ( APPR
DIA
METER AS OR W
UNDER ROADS DRI
VEWAYS,OR
--- NOR GABLE 95%MAXIMUM DRY DENSITY ,
R GHAT A. ••• ,• +r
'f PUPAP SUPPLE - f �"\� • � �'+ CD
� PRECAST COLLAR
_ SIDEWALKS. .�'•`.,.••",..''... ;."`:.•'`+` .`••,;•. :+ : .%
�r DRY DENSITY, r' • • w I-
3 NOTES: h B.DENSITY BEFORE DISTURBANCE OR 90%MAXIMUM D
W
T L
N CTI ON TO HE F
CON E ADs OV E. Q�F HRE A.LP.T V RED B vE SNOT GO E HA OX N cn S SHALL VE B OCATtO I vALVE VAL IN L �' �'• �'`���'���1.2"GATE V R IS LESS,
..4(--
VALVE WHICHE E . . •.�
AREA 1
P.i x , �4.St`'
G VC F.I •�'
• MI-ARM � PIPE SHALL BE MADE WITH BRASS NIPPLE A ND�CH.40 P
SLIP ADAPTERS.SL
D • f
T M OF 8"LIFTS
IN AREA 1AN ..:��...
JOIN MA
XIMUM iM cHA I MAX
2.GATF.VALVES GREATER THAN 2"SHALL BE ME 3. BACKFILL COMPACTED N
-:-- MAXIMUM OF 6 LIFTS IN AREA 2. +.. '•. '•. •,. ".`'` .' .:*.�r.�•.,
LAG n '.'. 40 .'
/ 1--� 4. AREA 3 CONSIST OF SAND,GRAVEL, OR NATIVE SOIL WHICH IS ''
.
u
FREE OF •
ROCKS,FOREIGN MATERIALS,FROZEN EARTH OR � .
s" - NOT ORGANICS.WHERE NATIVE SOIL IS DETERMINED ADEQUATE BY
// VALVE BOX SHOULD OF PIPE IS REQUIRED. "'w`•:'•,`•
orJ _I� •
, / ENGINEER,NO EXCAVATION BELOW BOTTOM 4
•
.- /
GATE VALVE CONTACT VALVE OR MAIN.
' \ PLACE PEA GRAVEL UNDER (I.e.,AREA 2 WOULD EXTEND TO TRENCH BOTTOM). GENERAL BLOChiN( NOTES; THRUST I' HI.C)(,KING SC,HEDULF.
-
. !� BOX FOR SUPPORT.
e"T, ., ------- THRUST RESTRAINT. I Z TEES -9 -_ _I. . 45 ENDS
E- AREA 2 BLOCKING ARE_A IN SQUARE FEET
REFERENCE TO DENSITY BASED ON STANDARD PROCTOR AS , 1. ALL BENDS SHALL BE BLOCKED FORT T RAINT.
2'-6' OFF _____-..) ''`'`'' • DETERMINED BY AASHTO T-9 ( 5TM D-69 ) .". sI
--.-,-__-_ SWING cHECF:vALVE R 9 A 8 . 2. CONCREI E SfiALL BE 3,000 PSI MIN. L NE SIZE 0°BEN 'B ')
DISCONNECT Ass Y CONCRETE FOR THRUST BLOCKING SHALL BE KEPT FAIRLY DRY,THUS I""�1
4„ +E--AREA 8 MAKING THE CONCRETE WEDGE SHAPE MORE EASILY FORMED WITH THE 2„ 1/4 1/4 1/4 iw�( (�
I I. :( F : WIDEST PART(BLOCKING AREA AGAINST UNDISTURBED SOIL Q
t l 4. BENDS FOR PIPE 3"AND AREA)A SHALL BE SCH.40 PVC(SOLVENT WELD).
1 v4"DISCHARGE FLANGE S. BENDS FOR PIPE LARGER THAN 3"SHALL BE_CLASS 50 DUCTILE IRON. 3" 1/2 1/2 •
1/2 E"t
r-o - - �( d+2 6. WHERE DUCTILE IRON FITTINGS ARE USED,NO CONCRETE SHALL COVER .�
. A CONCRETE FOR , r I it I ANY BOLTS OR GLANDS,OR IN ANY WAY OBSTRUCT THE PROPER 4" 1 3/4 1/2 F"I
' f . • • .\ 6 I .: -FLOATATION CONTROL OPERATION OF SAME,AND FITTINGS AND ACCESSORIES SHALL BE WRAPPED 411 Ell*
1 5 CUBIC YARDS WITH 10 MIL POLYETHYLENE PRIOR TO PLACING CONCRETE. g" 2 1 1/2 1
•
T ?:;:: OfJCRETE FILLET ANTI-FLOTAnoN PLATE •
4 I 7- AREA OF THRUST BLOCKING AGAINST UNDISTURBED SOIL SHALL BF_AS
PEA GRAVEL BLOCKING MIN. .: - SHOWN ON THE THRUST BLOCKING SCHEDULE. 8„ 4 3 2 44 a
.... ;., BEARING AREA=1 FT SQ. NO CONCRETE SHALL TOUCH BOLTS
S S ANCHORS, PER PUMP,DIAMETER AND .'. . . . . OR GLANDS. WRAP BOLTS&
-LOCATION AS REQUIRED BY PUPa1P SUPPLIER • • • • • • '
' ' GLANDS W/PLASTIC TRENCH CROSS SECTION DETAIL FOR PRESSURE SEWER,
,---
SE("1'I(>N VIEW NTS
FORCE MAIN 'I HRI_TS1 :BL.OLI�INCI
1 rA 7
GRINDER PUMP STATION VAl, jE AND_ VALV E I3QX
NTS
N'I'S 1! NTS
wJ CUT IN ASPHALT 1 1/2"I-2 ASPHALT OR EXISTING THICKNESS Intentional) left blank
VERTICAL BENDS REQUIRED IN THIS LINE TO Y
ESTABLISH DESIRED VALVE BOX ELEV. TO BE SAWED ��12" I �12" I EXISTING ASPHALT N
PRESSURESEWER SERVICE_NOTES (SEE SERVICE LINE VALVE BOX DETAIL) 'Pi
;1
Service saddles for wet tapping ofpressure sewer lines shall be Ford Series FS202,or approved equal saddle with :":r"" ::n;:<`>"`}'>°^'}*`'r'} . ', " ' ,"'i^ 'fr""" �'
Wet lesssteel
Tapping:band.
v e Pb 9 . \�
stainless steel band. Outlet threads shall be iron pipe size. Valuing mechanism shall be Ford Corporation Stop Series FB500,or /� \ a
the corporation stop and / AGGREGATE BASE COURSE#7 STONE
approved equal corporation stop with inlet and outlet being male iron pipe threads. Connection between p P
schedule 40 PVC service line shall be accomplished using a schedule 40 PVC female iron pipe thread by slip coupling. Where r COMPACTED TO 100%DENSITY _
connection is to be made to 2"pressure sewer line,said connection may be made by cutting into the line and Inserting a 2"schedule 1 1/2"SCR.40 PVC 90°BEND a a ... ,.. ..'•+'':`:`,._`•\ z •
h
��
I 40 tee if said connection can be made while taking the line out of service for no more than 15 minutes
24"X 24"HALLIDAY SIR2424LUM .4.____ COMPACTED BACKFILL "� ^ r
I lUM HATCH CAST IN TOP WITH PROXIMITY TO WATER SUPPLY LIES: DISTANCE AS REQUIRED TO �\ /� (SEE SPECS) :'
SS HARDWARE OR APPROVED EQUAL Where sewer services cross water supply lines,the sewer line shall be installed a minimum of 18"below the water line. (Conversely, INCORPORATE VERTICAL BENDS TO
II where water service lines cross sewer mains,the water line shall be installed a minimum of 18"above the sewer main as noted on ESTABLISH DESIRED VALVE BOX ELEV.
II the"Water Distribution System Detail Sheet".) (SEE SERVICE LINE VALVE BOX DETAIL) SERVICE LINE NEW UTILITY LINE �n
VALVE BOX 2' ,,'+..'•. \ ' VJ
;•`. 4'. • 4r;SHORT BODY PRESSURE
? • SEWER VALVE WITH 2"NPT TPECIAL NOTE-: 4- --� N N
in
Nt-
_ The service for any platted lot shall be installed at the time pressure sewer main serving the lot is constructed. Wet tapping for ,/� Cr N
INLET, 1/2"NPT OUTLET. VALVE services shall be allowed only for areas where lots were not platted at the time adjacent sewer mains were constructed. When any `may W
SHALL BE CRISPIN, MODEL S205 service tap is made,the valve box,gate valve,and meter box shall be installed,and the service line shall be continued at least to the 1 1l2"SCH 40 PVC PIPE�► TRENCH WIDTH
i P 77 P�(LT [, REN SPECS)iT C+ SURFACE_
� i, T� AREAS
` ^ W
DI
OR APPROVED EQUAL• right of way line. �[ OPEN CUT& 1 A'1 L/1 _1' OR BITUMINOUS tJt�R AC u_t�REALD z O
I�-'I ' 4'O PRECAST CONCRETE -BLOCKING AS REQUIRED A Nr)-� - C
MANHOLE SECTIONS
PLASTIC METER BOX WI REPLACE CONCRETE 3"THICKER �-/ L
1 1/2" BRONZE GATE VALVE TOP STAMPED"SEWER" d X 2"SCH.40 PVC TEE IF BRANCH IS 30'OR LONGER THAN CUT PAVEMENTCOO O
2"BRONZE GATE d X 1 1/2"SCH.40 PVC TEE IF BRANCH IS UNDER 30'.
' '. VALVE W/FIPT EXISTING CONCRETE DRIVEWAY W
12" �12�
:rr { ff+ j SERVICE LINE 2' '-�
• . �`d"� 2' X 1 1/2' SCR.40 PVC REDUCER REQUIRED
CID
85
2"SCH.80 BRASS • M.J.TEE TAPPED 2 z 1 1/2• "BRONZE
NIPPLES(TYP.) -- Ili -- IF BRANCH LINE IS 30'OR LONGER VALVE BOX THICKNESS OF CONCRETE
CHECK VALVE ` '�TO BE DETERMINED IN FIELD (� O
I
//�/, NOTE: PIPE AND FITTINGS TO < 30'MAX. 4--5' MAX.-). �\ 8"STONE MEETING NCDOT SPECIFICATIONS FOR ABC VZ 0
BE 1-1/2"SCR.40 PVC UNLESS STONE,TYPE B OR C,TO BE COMPACTED TO 100%DRY Z
•
Z ( .4
,U ' • 8 - : i;Qy'� lI;� PVC ADAPTERS SHALL BE . . I�I a Q )a w a DENSITY OR AS DIRECTED BY ENGINEER A
PROVIDED AT EACH END OF
- . •
1 MPACTED BACK L `''`.`•` `-;�•`' '`' N
;.'. / z VALVES. (SEE SPECS)
_ I 1 1/2"SCH.40 PVC TEE \ . L, D a)
. /
GRAVEL' I \
.'- .'• TO COLLECTION (ALTERNATE ORIENTATTIO CO LINE,I.E. ITH RU D
CO
/ LL PERPENDICULAR TO BRANCH ,.', V J X
NE--/ . . R FROM WET WE
COMPACTED CRUSHED STONE STEM
�--iv11N. 1./2 C.F.OF CONCRETE SYSTEM /� 90°COUNTERCLOCKWISE FROM THAT SHOWN.) VERTICAL BENDS REQUIRED IN THIS LINE TO NEW UTILITY LINE ' '''' ' Z
RESSURE SEWER MAIN ESTABLISH DESIRED VALVE BOX ELEV. \`•4` :` '' "":` CO
-�__ (SEE SERVICE LINE VALVE BOX DETAIL) _
TRENCH WIDTH O 0.
r y (SEE SPECS)7 v � �
VALVE DLrI,AII. , j �I' TLICAL_DOLTBL __RESIDENTIAL SEWER SERVICE QPEN (UT_& PAI C H FOIE (,CAN( _REST SURF'AC; ,ARIAS
AIR RELEASE ALA SL+ Rti 1C IJ LINE ALVIJ I3O`�
NTS � �-'
NTS' N'IS NTS
a2
Intentionally left blank C =
Intentionally left blank Intentionally left blank
Intentionally left blank
T '
r
, = r--. ,
0
l
w- p
U' o CO _
= rn 2
C, C'J >,
CO m
cc
'!� CO N m -0
A EDP FOR CONSTRUCTION a NOT RELE S � �' �
a) c x
This drawing is the property of HOUSTON and ASSOCIATES, P.A.and f a)
is not be reproduced in whole or in part without written permission from CD
U
HOUSTON and ASSOCIATES, P.A. ®Co right 1999 VJ
pY
ALL RIGHTS RESERVED
,'<<I-i ti u tr'.;u, a r;x,.o'+f 4 .=ttr-' tit ^qfr'lF,.it. nr"<i:i K .',L.,.Jl/ •,:,"o- °,ci t; ,:.;r

- WATER METER AND BOX(TYP.)
TO RESIDENTIAL.UNIT
/ \ (TYP.) CAST IRON READING LID
tiles•` ,,,, J , (HINGED CAST IRON FLAP)
��// STAMPED"WATER METER"
FINISHED GRADE
"SCHEDULE 80 PVC 1'-6"
DETECTABLE TERRA TAPE D IS TO BE �' 1"CTS ADAPTER ; 4 t •4 t 4 4.4 w T-- -Tl ti,,w,44Jt4,tt,.,t4,t4,:
FOOT DIRECTLY OVER ALL PVC PIPE. WnTER ..tJ,kf 4t{%`•'r'rk'f f.r f f f { oaf f tf
NOTES;.* ( ) -_- TORM CULVERT 6"WATERLINE TYP. I ,® MfTFfl tJt,t,t,tf4J ff II,t4f,vt;`4f.,4. .,44Jv
INSTALLED APPROXIMATELY TWO 2 (TYP.) :, r tft,4Jtr'
.,rf./,4r,�/f•r
• NEW UTILITY LINE 2 X 2 TEE TAPPED 1 LOCKLESS CAST IRON FORD 't ��� 3/4"X 5/8"KENT C700 WATER METER
.,.4,.4,.;. ttr,�tG4t rtr{::.:.:.:.:.:.:. :.:.:.:::.:::.:.:.:.:.:.:.:.:.:.:::.:.:.:.:.:.�a,r:r,trJ••f ' r�.tiriti (TYP.) OX WITH DUAL CHECK
t,t,t,t ft/t/ YOKES
1. BACKFILL TO BE FREE OF ROCKS FOREIGN MATERIAL OR FROZEN ` : `t{ 4,f44/{' _1"CTS TUBING READING IN U.S.GALLONS
f, {t4r I i (TYP.) 1 6 VALVE AND INLET KEY VALVE
EARTH. i4/t ;4rJ' •EA GRAVEL ENCASEMENT (YLHC141-243-RL) ;: rfr::'::::<;.
2"BRASS OR APPROVED EQUAL
2. BACKFILL COMPACTED TO: t%' t/J • NIPPLES WnTER
t .
MET fl
DRIVEWAYS,OR
.f
,
E
O S DRI UNDER R AD
DRY
DENSITY ••t,5 MAXIMUM �'A. 9 % -4y
.t , t . IS :r:u..,., C
, J WERE WATERLINE
:,
?).=••• ■ \\- ••••••••••
SIDEWALKS. t t. j .I J
t r Z t
4, ••�•�•:•�•:•�•�•:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:�:� �:..., 2"USE 2"X 2"TEE �;^y;_. n � III
�
I
DISTURBANCE IONN 90%MAXIMUM DRY DENSITY t{............ t? ' ;:.:.:.:.:•:•:•;•:•:•:•:•:•:•. :.:
B.DENSITY BEFORE • .. � ,,.,; � •� ��
•
S IN LOCATIONS NOT COVERED ABOVE. l.............•.•.;;;;;;.... •..•....•..•.4r, z 'ti, ti ( 2"X 2"TEE 1 6` FROM TAP(SEE SPECS. lI�:::::;:;:?:i:i:i:E:i:E:i:ia ;:.��� -�-1.
WHICHEVER IS LESS, _ - -
, - •..•.. .~-..•..•:`� �. � ':.®����� SERVICE LINE
t .yi;r45, AREA 1 � . ......•.;••.: a :;� •.•.•.•.•.•.•.•.•,•.•.•:•: ,
3. BACKFILL COMPACTED IN MAXIMUM OF 8"LIFTS IN AREA 1 AND 4ir/•:•:•:•:•:•,•,•:•,•:•,•,•:•:•,•:•},•,•,•,•,•:•,•,•;•.•.•.•:•.•.•^}' . NEW UTILITY LINE T 6"X 6"TEE TAPPED 2 : FOR SADDLE&OTHER REQUIRED c
COMPONENTS.) SERVICE LINE g
MAXIMUM OF 6"LIFTS IN AREA 2. 'r,::::::.:.:.:.:::::::.:::.:::::::::::::::::::::::::::::::}.:;{:; wwf{ r 11 C(V4A
tER.5) \ .J' -
•• TO HOUSE >
, • 2"FIPT X SLIP
4. AREA 3 CONSIST OF SAND,GRAVEL, OR NATIVE SOIL WHICH IS tt�rA , 0 p�
co
FREE OF ROCKS,FOREIGN MATERIALS,FROZEN EARTH OR t4f/ •VC ADAPTER
t, 1"200 PSI CTS •:: ':: 3"NO.57 STONE
4,j..:>_.,..,;:;.:,}:.:.:.:...:::...��rf „SCHEDULE80PVC 1' 6" ;..i
ORGANICS.WHERE NATIVE SOIL IS DETERMINED ADEQUATE BY ,,,......... ...................... ., 2"GATE VALVE
4. ................................. ,., STORM CULVERT
ENGINEER, NO EXCAVATION BELOW BOTTOM OF PIPE IS REQUIRED, :: ..•,•.•:.•.•.•.•:.•.•.•,•.•.•.•.•.•.•.•.•.•.•::.•.•.•.•.•.•.•,�,. .................-.,�..._ &BOX 1`''•`'••'.' •�'•'°
(i.e.,AREA 2 WOULD EXTEND TO TRENCH BOTTOM). tk,J{::.,:,,,,,;;;,,;;;,,;; :. .y,} WnT.R
}k,,/::::::::: : ;, t,f AREA 2 t > ,.'�•�® sE,ER \ NOTES:
* t ( ) 0111t111111t1111ryg1/#00
REFERENCE TO DENSITY BASED ON STANDARD PROCTOR AS 4•,-?:;:::;:iiiiiii :iiii; • ••/ F CASEMENT TO BE
, / LENGTH O EN0 1. INSTALLATION REPRESENTED IS BASED ON BRUNSWICK COUNTY REQUIREMENTS. REQUIREMENTS �. ix �a,,,
DETERMINED BY AASHTO T-99(ASTM D-698). , 4r/r EQUAL TO CULVERT O.D.PLUS 2'.
WILL VARY FOR INSTALLATIONS IN OTHER PUBLIC UTILITY SYSTEMS.(SEE SPECIFICATIONS.) ./sy►
4' �•,f{t, t \'4 \t4•,,. tt,k•,.4,: ••:f. AREA 3 1"CTS TUBING 1'-6" 2.ALL METER SERVICES SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO DEDICATION OF THE r,R .�P i
4 2' 90° BEND TAPPED 1" (TYP.) WATER SYSTEM AS PER THE"POLICY FOR THE EXPANSION OF THE WATER SYSTEM BY DEVELOPER/ _• 6�
4; } j . , , , U'rI_Lr _OVER CULVERT (TYP.)
h,t4,t4l.44'f44 ft4 ft4 f�f,`4 f44ft4 J44 r'44 f44;rt,k4,. U�_ILIT_Y-UNI�ER__(.ULVE_R..I OWNER BUILT LINES CONVEYED TO THE COUNTY". THE INSTALLATION OF SERVICES MAY ONLY BE _ _�,�,� Q c,o �
t d+2' (WnTER) PERFORMED AFTER HYDROSTATIC AND BACTERIOLOGIC TESTING IS SATISFACTORILY COMPLETED. gi
rJOTES. �� •�•• 'rE,Efl \ 3.ON BRUNSWICK COUNTY JOBS, METER TO BE FURNISHED AND INSTALLED BY COUNTY. ,._ UJ , ..
1. NUMBER of ME ERS REPRESENTATIVE ONLY. SEE PLAN VIEW FOR ACTUAL NUMBER 4. 1"WATER SERVICE REQUIRES CAST IRON FORD YOKEBOX AND DUAL CHECK VALVE AND INLET KEY - _ ~
TYPICAL CULVERT_ CROSSING_DETAILS MAKE AND ODE ( ) s "��_
2. AND AND MODELS OF WATER METERS AND BOX SHALL BE AS REQUIRED BY THE T'CTS ADAPTER VALVE YLHC141-444-RL OR APPROVED EQUAL 3
NTS UTILITY PROVIDING WATER SERVICE. (TYP') J N`t• Q•`
1 3. NO MORE THAN SIX RESIDENCES SHALL BE SERVED BY THIS TYPE INSTALLATION
4. THE TOWN OF SUNSET BEACH HAS THE AUTHORITY TO USE ALTERNATIVE MATERIALS jj �'1 c�/ ��14•404•nnntnn0lan^�1�4
AND METHODS IN PROVIDING WATER SERVICE FOR PROJECTS WITHIN THEIR AREA OF T 1..P_I CAL._J/..- WsA,TERSERVICE_ASSEMBLY
TRENCH_BACKFILL JURISDICTION LOCATIONS OF METERS,HOWEVER SHALL BE AS SHOWN DUE TO
WASTEWATER DESIGN CONCERNS.
NTS
NTS GANG_WA- TER_SERVTC_E
NTS
I
AS NOTED ON PLANS I :•:::::' a+ O
,,
1/2 w ��
EXISTING ROAD _ :: 3000 PSI CONCRETE sFL 4 T� Z
ROAD SHOULDER "F` « ' (8)#4 REBAR THRUST COLLAR I ►1 �
,.:�::>::`:::#::>s: 4 EACH WAY
rf t; Cn J
:, trft•4rt, 1 THREADED GALVANIZED STEEL f- %f of O O
.'•4'•k'•'' : t,tf 4{4..4,t4,.v .,•,t• RODS WITH 4"X 90°HOOK. SEE J' :.; f�
,tf4ft/4f4,•v,'./t..t'''•' t t r-,.,,,, 4 • F
,'f.'s* ! f f l f !.f •f:•f:•f•
••/v•',t .tr,•...•r- :fv.v 4 . •4J 4f 4r.t,4ltftJ of•t,:J•.,•t,..J,f t I
:, %`' fir,
4 .t .4 .t .4 •ri. i:i "TIE ROD SCHEDULE"FOR ?• 4,
cC
.J :.J if•:,'iJ:-' •.\`` t' 4'f 4• 4'f4'f4'f4'f4'f\'J t'J 4:r 4'f 4'f 4•f 4'F 4'f t'f 4'r ��1 1'
•f. ..,••./•.`J,-.f.•./...J. tiJ.:'J,v,. : r r : , ,. f•','r- .� , 414, f , 'y
••.'••• , : , -+1{ 't.�JtrE rt?�J.4,4 Jt• 1 :.•� ,,,4•r.4..,�..4..4r�,\., ..•t.,..�..4..,.,.•,.... `,
'�v' M1vv ~"t `4 "•/J'iJ :...:� �R:l{{:?ji�F+i�Q: Jr.'�^N'i�.T�.v.►+�,''' ROD .f, Fa: ',
QUANTITY AND SIZE OF TIE D b , �., f _
•Z \/.`'• M1•41` •4. :'•''• J r fi irJ4'f 4'fa.•,4',4'f4'f4'/4'f 4',• 1-
- ��..�•
L. . , 1 ra ry r�rt rt e•.4rti♦vk.t•
k
t ' s; SEE TRENCH •
PROVIDE BARREL EXTENSION SECTION AS in :••1•••••• :''4" ` 4``'' ' ... F f �;1 t7::, : III ', w CI 0
co �: 4`\ '' 'rr,- BACKFILL DETAIL 1 •:• I '. • •,•,::•:
'` M.J.CAP ,.J ^ ;1.1
t , �1S SHOWN REQUIRED FOR PROPER VERTICAL ALIGNMENT >g-_4,,, b/2 ,•! .;., , , s A u. Z
•' t .t •`'•i; ON PLANS ,'F : : : : : Il % uV
�.., ""�:••• OR OTHER
f- \44: • BURY LINE , I,. i• ::1 ..o'
\` • • • I . : :I :' M.J.FITING , 4 • >4
2
�' `t `! JI, - ----- -------------- - .:f - -- .r f r c >r Illn�:7 f� ..� • • 1 1111i ry Q
n .•, .•krJwrtftr4,. 1 �,,a .'-r,- D - - - -- J a I� i. •1 Ir,'�I 'I' w
4 .t. ...•
r.4 t {..W.iK 44r r ... f • I r'r'
%
.. / ! l r J.,, !'.f..,..r r , •...:::::::•' 4 . .t 4 f .') t m
.:: .•.•... ,.,.,.,..J ......r4F4 \J .t,.t f.4,4,4J4,t 4 4 -v ^.iiJi+'?•'.:vk: \ �•,r,rt,:4':
/ ......4.t• 4 :..v..4.4:$:v:. ' v. ♦. h/4ltf -`t \ n:v:-.�.�.... •' . : .• :';:. t •% t �rl'.I ���, !I
rt •;t rr4 f.• �
... ... r f tr.4? •4 ,r 4?t l4 r 4 r � v ....... v \\J.4 .t .. •'.' `-
NEW WATERLINE - -+*i�' .4 t•,a 4 ,.\ .4 4 f,t : }; ; :::<: t i+ 0 11 �p�
/ '•.4 I -., ./. :f./4r : 4. /. .•� t�_: "'„a Vf a -. : :;:;:,:::;�i. gam.
I4 .•.fv .J , .f.4f v t 4,. .I .'I.' �_ ...Gi :, ,.�;' w
:'f` I 4 f '^
t 4 • t i R tM. w1
'•t' f.
f. f Jt :if.�`v•t Vi
Y'i v/
'•1. f, f .�' I
, '•til :F7 ,
4' NI
.: . : �4 4 t? f8 i
1 �I
r : v`4. f J .t -_-P rq b
�, '\''•:\.4 '\.\'44k4k4,4,`t`S4•.\.'\'44a4a4."w\ :t `4•t..`4 ...1 :, ,f , :I�i� t:.w I ,4 'N
I
II .,` \, .!, • • 1 _ J "m;,Jr •� +.Iud:a1 f.+
8
PIPE WIDTH PLUS 24" •` `'t'`t „......4 , 4u •N�,
#4 REBAR ,
• • i
f I
,, 4 _f 't.` t'•\ a\\4'`J•,LL •: 1 3' ' "„ i .1 A M;."' o
" II BACKFILLI i / b/2 .t t
U E R 8 GATE VALVE&VALVE BOX / 4, :\`\zf`>::<:?:s» ,• . .,r 0 '•:F�-�•.•.•.i'`•` .*-�-r : J ,:
CCti_ RCH�5E-CTLO�T OL�R�lAI) SSSTIO _Ll TAIL '' ImuuD
t ...... t t ., a ,�'�a'1,II}la1 : f� '1 . lit 11.{ I`TYPICAL /, :.::::4 :4 t. W • :::::I::: f
(SEE VA�VE&VALVE BOX DETAIL) r t.. :;::.:: . sf
NTS ,I f, v •a` \\l' ,(/I k 11 Ill l u ik : y ,,`
•', ,. 4C a 2"DIA.THREADED TAP 'r ,° t s ii i 4-. t t ;(n AND BRASS NIPPLE '/ : «. r4
STONE \ . W . �. N:. ;c
ly't\ 4 t' ':' \.. ••`:-•e[ 4 D ►1 I FOR 2"LINE EXTENSIONS 'r •`'::,".:`::tit:!'4:::r':,2. ^''rr;: fir;' r al,t
EXISTING GRAVEL ROAD r•� 'i'"` "':I. •(7 C.F.MIN.) t. ''f z.::::
',: ' tGllk !:,;,..@ ,•s,'`°`
:� f., f`•,r...J:t f`.r E is J:t J.i r�f.
,•.,t,t�
CONC. Jf
:. < 4rJ\l:,. -r'•:'•• .vvn,..,:.,::: ,m -VIEW - - - -...._....VIEW' J `k• l: ti•
•%•%•%•'4•ti•5,•ti•ti•4•1..... •'L•5,•'L L•ti•ti•ti••.••.• J. :J 4•f+ BLOCKING WEEP HOLE TO , •: END. --
6"MIN � ',
N t 4.
t REMAIN OPEN /•r•r R
r"t. 'r'. '. :.1�'. ;. f. '. ;. ' :. ;.��. . '. '.�;. ;. ft�� '�' '�' r �t{} , �18"MIN. T COLLAR DIMENSION
UNDISTURBED SOIL : looli4
4J '4.\4., :4;" S' ``4
/ M1 r r { ••• ' THRUST COLLAR SHALL BE FORMED •� J, k. Jii z
`r .. ? J .' �• USING 1/2"EXTERIOR PLYWOOD '/, tr ft f,
: .
rr. . 4•t4:\4'4\*` 44 .f _«W,� ;y y.,'?...,...,::..�.. ••{
.. :•:•:••:•:•:•:••:•:•<:: AS PER COLLAR DIMENSIONS SHOWN. ,;
.� r� a',• o
t'.
4'
1 4
f 4r:•s tidy.:
f
f. f'4 Z D
4, N
::s dtf�: NE ZED 4:
4'
COMPACTED BACKFILL ` t •.4t a\ 4` cv -' f:
:a v �'t :, : : .. l 1lTrr�S1�aL�.33 1'1 iC_____31�;L�1 L1�Y �11��11 �11i J. �`
(SEE SPECS) • �1 • • 4 6 /'
t\\ • <:}'. ' r.' 4 >:> '• , . „ $" 28,1 f. / ;. Elio
. \;` EE. ' xx� r4..•'.:'•':•.: CONC. :; 6„ " PLAN VIEW Z ',
.4 ••. ••t'••. `' ti- ••• I 3/4"THREADED GALVANIZED T •,
:':BLOCKING : PLAN VIEW doe °`""
STEEL TIE RODS WITH f, :;.:•;•:•:• ,,; $ �� 12�� 36
\.. ;rttr.f , ......•.. / 12 18 48
NEW WATERLINE ;.. . t �. r EYE BOLTS(4 TOTAL) .•: •: .: 16" 18'• 66"
IMMEDIATELY UPON COMPLETION OF WATERLINE f:.\ t t +�•.�''�'`•' 7 i r•
INSTALLATION,GRAVEL OR MARL ROADS ARE `fr' t) t?t? >4? •Tk� /r„'.>,>'• •''•J.:•r�.l.?f.41!~::.f„.':•J;. �M
ARE TO BE LEFT IN A CONDITION AS GOOD OR ''LENCH
"' ' ""' NOTE: THE TEE IS NOT A PART OF THE FIRE HYDRANT
BETTER THAN THE PRIOR CONDITION. / ASSEMBLY FOR BIDDING PURPOSES { .,,.
<1
WIDT
THRUSSS�C-O_LLAR 'J X /1,0 X "" :f'
(SEE SPECS) J 2" t. 4 f
Fit -I _YD ZANT__ASSEMBLY NTS
4
1 ,r, I 4
A C SECOOOOOOOOGIAVROAIZWA�Y 4. rw ;f
TYPI C L�'RE1�1 NTS f ,k 2" I .g, i
NTS ..;.;:
-1 1/2"I-2 ASPHALT OR EXISTING THICKNESS h �f '
t I I Y,.
CUT IN ASPHALT • • • • 4 /t :-i
TO BE SAWED 12" 12" EXISTING ASPHALT
FOR USE IN PAVED AREA OR USE IN UNPAVED AREAS ,* k �(� G
h 2 2 4: h 2 'r :. ....d►I f1 a) l t
ti :' r,. 7•Jt J.4'•J4 Ja'' k ti ,4„. tft,,4 f,4 4f,.4 r,t f,4.
�y 4-yr PAVEMENT CASTING ;4 t.\.4 t :; :.'� r ry t:.'4..'.:.te.ti<,4tr4trtr1ti,r.r.%; •"" `�
:4 •
J.vv.r::-?:•-• ••t J.t. :. ..tr.4J.t..•..r.4 r�rt Wit+
.rt 12" 1� 12" • I\ '
' ,/,`N.ti_:t4,.t:.4.a 1 1/2 ..........................:::.� 4 t '�
AGGREGATE BASE COURSE#7 STONE ;.: I "
r 4 SECTION VIEW SECTION VIEW �, '
COMPACTED TO 100%DENSITY ,,,?.>;k k ti t t t :4'F ,,fM1: Z t t
`f, \\ \ \ •.: 4 1/2" s :ts'i SEE THRUST ^ T •i
C r 1 COLLAR DETAIL d7
44 t,4.4t• 4,4t•4k:�•k c �-- t �jtt,4 tfttf4ft'ft.; �y T :'PFCAL__BEND-BLO_C_KING •
T'YPLCAL TE�._BL_OCKI]_GCinCOMPACTED BACKFILL `'/ \`t`''\444 t 4ti 0't:.:". ft;'`'''`f4,t 1
t \ t -! POURED IN PLACE NiS NTS }
(SEE SPECS) 4 \\4 \ •44 4" .•.•::: : :: :;:;::;: TIE ROD
kr4t,` 4, 4' t•.•`,4,' r •:••• •� CONCRETE COLLAR •TIE ROD EYE BOLT 1
/, ' % tl441'4f t4,t4Jr ;r}f y4;t- 3 (3000 PSI MIX) :I;: SCHEDULE) C///�/■ �//•4�
• ,
NEW UTILITY LINE ../' .44 POURED IN PLACE N ;` /SEE
;;, cc d aj
• •
;•,4is \ 41 i4.''ti'^�44v.•4\•4'4444 t N.•4.4''•.'4'4'S 't'kk4k4
k t, \ .a..>. CONCRETE COLLAR ,. r
' y' •` tty (3000 PSI MIX) • :-�:-� '�;-�-,-- � � 11 s _ THRUST B OCKING TABLE '
f � ( I ' Gilt; 7
• ,.E-VALVE BOX ;: • a r611G111 L W
TRENCH WIDTH COMPACTED ABC BASE _ _ :; _ _ _ _ _ _ _ _ I
if' Illalll 'I°I" `"'.. h4' I M�oI W ,.
•
(SEE SPECS) U FACE.AREAS UNDER COLLAR / \ • '1` � T'. TYPE FITTING PIPE SIZE(In) BLOCKING DIMENSIONS(ft.) MIN. BLOCKING VOL. ?' r,;
OPEN_CUT-&-PATCH FOR BITUMINOUSSURFACE \
4-..-., • i4,,< b Y (C 1 (C 1 U
NTS { . 22 1/2° 4 1.0 0.6 0.5 0.25 1
" •::y ��.\ \.;\ \•4.\\\,,..-N .\--\\�.\�.. „N--•4ti� :. 6 1.5 1.0 0.$ 0.25 1 Z ;4
REPLACE CONCRETE 3 THICKER ���nnunnt
THAN CUT PAVEMENT GATE VALVE 1 VALVE BOX SHOULD NOT J.REDUCER
EXISTING CONCRETE DRIVEWAY CONTACT VALVE OR MAIN. ;.; 3'MIN. , 8 2.O 1.1 1.0 0.25 1
PLACE PEA GRAVEL UNDER 12 3.0 1.7 1.5 0.5 4 T Cin W z
12" 12" x:�':i BOX FOR SUPPORT. • 16 4.0 2.2 2.0 0.5 8 1/3 V 1
- I4 THICKNESS OF CONCRETE ,'•?,;•:••::••:••::x:]:n:Ki ........•:
-TO BE DETERMINED IN FIELD 45° 4 1.5 0.8 0.8 0.25 1
' <` >`> c.;r£. . 6 2.0 1.3 1.0 0.25 2
(D
-. ...+:r41.a.f:•.f OfMIRMINIIIIIt , fr.f,4�'.J'•�: :•'•
8"STONE MEETING NCDOT SPECIFICATIONS FOR ABC ''tr'•/ .::•::•::•::•:`•::':` .%t`f' NOTE:WHERE SMALL WATERLINE IS 2",A TAPPED
ONE TYPE B IN C,CD T COMPACTED SPECIFICATIONS
FOR DRY : z CAP OR PLUG,AS APPLICABLE,SHALL BE 8 3.0 1.5 1.5 0.25 3 A _z Cn
STONE, ` ` ` USED. �r
DENSITY OR AS DIRECTED BY ENGINEER Y 4 •k t. '4 4 Oa 12 4.0 2.5 2.0 0.5 9 1/3 Ir-( I-•
/ t4 t .. t t . ;r.:::::::.:::::::::.:r.:..::.•:::,; 16 5.0 3.5 2.5 0.5 20 3/4
./ t tt 4 . ...it ....... tAV
1`
COMPACTED
SEE SPECS)
4 t t\ 4 :f' kJ 3„ I F , ° (0
' ' RED UCER BLOCKING 90 & TEE 4 1.0 1.0 1.0 0.25 1
` `,.' ��• BLOCKING MIN. I. .:. . r:':ax'
• �"-•' NTS 6 1.5 1.5 1.5 0.25 3 � �
f N if '\4 BEARING AREA=1 FT SQ.- T NO CONCRETE SHALL TOUCH BOLTS 8 2.0 2.0 2.0 0.25 7 1/4 4 z LQ
NEW UTILITY LINE •:, ••aa'•.t-•:_'..,'`.''••,:.A • . • ' -•'.' OR GLANDS. WRAP BOLTS&
•
:,,` '• `w • GLANDS W/PLASTIC 12 3.6 3.6 2.5 0.5 20 3/4
•,•4f 4,,t4f:41`/t4l'�r44 •r'i
16 5.4 5.4 3.0 0.5 43 1 2/3 C
O O
TRENCH WIDTH 6
(SEE SPECS) VALVE AND VALVE.BOX U _ : 1
U & PATCH FOR CONCRETE_SURFACE AREAS '
O 'EN_C T NTS a
NTS CA-
t
D GENERAL BLOCKING NOTES: a)
Cli)i . tl
r'f,4f,4f '4 :. J,41kf, ( c 1.('On('rete. shall ha\'(' a minimum 28-da�' strength of :3,000 psi.. 1
:.\%iJtF 'i /ff4rr•,. i, , l
/: I T, R I?-S ' RULE ( r
f,.4i•t`. ,t4f.
4ts . t :'.'.'.'.'.'. .'.'.�;: F( h 3) "E"H LES
tt; T and volumes //, t (a
'.t. .. ...4... ..t...! .. .. .. +•
L:.•. .?: 4'":: t• 1/ifv4.f4f�f•i,t4J•if t4r*t'J•.f' T.1,■ I • 2.Idimensions ,. . .. .. 1_1 JT ._ . CK_NCI TABLE"1'" a
Yj;Yfr' '•/:4f\'f•�.•,'i'f.'i•f::•�' fif,•: ,,t'f,tt•.•Jjt�•.�'•r�.f,:r,••.�.:.•�vr,:r,.•,.,.r,.•,w j,`Jftv,, _t,Ja,../..•J..r..f..r.J..r..J �, ill)cking `I i 1 VOIq ne9 presented in t11(? "rl'I11� lilt l �Llit are ` '
sus • 5/8"STEEL PLAT ,,i °1 '
,,,. �'' �+°'• 2"BRASS CAP I _BUD based on a soil bearing capacity of Z.000 psi'. Where the actual soil bearing capacity differs • i I.
o t = PI 4 PER FLANGE
� 4 , .� �2"BRASS NIPPLE B 1' RADIUS ALL frunr t}Iis value, the Engineer shall determine revised ditrtensions and 'olumee for the ..
lr4Tl 5 2"SCH.40 FAPT X Uiam. Quan. Size •° III 3 EDGES
VALVE BOX SLIP PVC ADAPTER 4" 2 5/8" - Contractor's used in constructing the blocking. M
6"M.J. FITTING GATE VALVE WITH FIPT ENDS s (SEE VALVE&VALVE x 6" 2 3/4"
')!i'iMif•• (SEE VALVE AND VALVE BOX) BOX DETAIL) • S" 2 3/4'1 0 r :._ „„h .;:mgi;i::;;ii:i.E!;:;;i;: - • 12'' 4 3/4" :3 ( oncrei e testingshall he subject to Paragraph 5.6 of the Specifications, with the exception '.
.;: EE t+w► �►.� 1i p
16" 4 7/8" :: ; ''" w Li./
that the number of cylinder tests shall he based on an average of i i roxintately I per 4
.- lap '11,4111 :
.......................'' ` ` X SLIP PVC ADAPTER q :i'�,!`i . E :::
�; r.. .J 2"SCH.40 FIPT20" 4 1 ,: :::,
:• •:•:•:•::. :•:• : iiii
?� , //- „ " :: ` :::::: s :::::`::::: blocks inured. Should any test fail, additional tests may be required by the En ineer at t:he
0 VC PIPE Q Q :1'i• �
S^jCf r<i< :,J .� "SCH.4 P E'•. C( 1 f h (� Il r�Cf )1'
{.:rs GATE VALVE � : 30" 4 1 1/2" �'~�`` Ile expense o the Contractor.
t z c .
' . A ¢/;l::::: h W/FIPT R t
ES�s�.
•
:::1::::::::::, V
»:��<�. COUPLING :2"BRASSV"(171,. ..........
J.•�:• 1.Goncr(t(. shall be from an approved ready-mix rlant. unless 'oh job-mixed concrete is
ll i / :: :,.«:ff EACH SIDE • (�
'��,* 1 .1
rl�� r."f : ( ) �I1 tie.rods shall be galvanized steel.
.. .3f. "SDR21 PVC g 2
r' l P h R
;:::�� .:>sr;:; ;::> 2 SCH.40 PVC : ;::
ii specifically approved cl the En gin :er on . it
••:•:•: ...
•:-. iiii tilt)i1111111111111111:11_,;;:::ai; ;::: :v';: ���������������������� 40 PVC PIPE °BEND E:E}:::::E::: � � E
�: v'ss f,fl3:,x/r.. :`:z>:: SCH. 90 ••:• :•:•:•:•,.
•.•. •
., .. :,:,:, I ,?.The hack of' block (thrust t bearin area shall be against undisturbed soil. •
A C ,! g )
.••• BRASS NIPPLE BRASS NIPPLE • f Ip ••'' >o •s., M • TITS RA CXET
• _ 2 SPVC •
A MIPT THRUST BLOCKING Ri\ll fittings and accessories shall be 'wrapped ed with 10 rail polyethylene prior to pouring (
-1 :^•.,. 2' BRASS NIPPLE g C p P 1- t- g
tr' PVC ADAPTER O
E �N (EACH SIDE) NTS
:.. (EACH SIDE) blocking. no concrete shall he placed which will prevent the disassembling of adjacent
joints. Should cone r'ete come into contact with any nuts or bolts, the pouring operation 4
6"M.J.PLUG TAPPED 2" < 3'
MECITANICAL_J IN_T_J1IE RO RAGKET.�1M.E.NSSIQNS shall he immediately stopped. and the affected area be thoroughly cleaned to insure proper y,. a 'I,,,
Pipe bolt and nut-opera t ion. g •
Diem. A B 1 D " 1/8" 2" 1 12 ' O z CO !
Angle
NOTE: SEE SPECIFICATIONS FOR DISCUSSION 18" 8 /!8" 5 1lti" ti 1/4" 1U 1/2" 1" 2" 10.5" 15" z
OF VALVE&VALVE BOX SUPPORT IN 20" 10 15/16" 5 3/8" 5 5/16" 10 5/8 1 0 0 E
SOILS OTHER THAN LOOSE DRY SAND 24" 13 1/16" 5 11/16" 5 7/16" iQ 7/8" 1 3/8" 2" 15.0" 11.25°
ME_CIIANICAI,__JOINT-PLUG�-TAPPED_2" WITH_GATE VALVE
30" 161/8" 61/2" 511/16" 113/8" 15/8" 2" 18.44" 10° m
NTS n US CIR ,, C
This drawl g is the property of HO TON and ASSO TES,P A.and •ice+ cn N `
BLOWOFF-ASSEMBLY �- C is not be reproduced in whole or in part without written permission from Q e
�P�RMANENT) NOTE: Copyright co�l ���_= �' L HOUSTON and ASSOCIATES,P.A. t�Co ri tit 1999 m 3 m
NC 0 as
NTS Tie bolts mad be used for pipe sizes less than ll6 . NOT RELEASED FOR CONSTRUCTION ALL RIGHTS RESERVED w cn a a U
tik
Irl ?)-1 o4S-13--P