20191354 Ver 1_Construction Drawings Final_20191127

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SCALE:
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DATE:
03/22/2019
PROJECT NO.
J-666
SHEET
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JAMES L, ❑WEN
DB 799 PG 328
WETLAND IMPACT
DARK SHADED
0109AC
PHASE Z
JAMES L, ❑WEN
DB 4371 PG 671
1
MARTHA JOHNSON
DB 701 PG 55
SANDRA S, l
TIMM�THY R,
DB 2304 PG
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FRANK & RUBY DIFULGO
DB 4041 PG 707 11
2 FRANK &RUBY DIFULGO
DB 4041 PG 707
MASSENGILL POND ROAD
NCSR 1313
PUBLIC ROAD
SHOULDER
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DRIVEWAY TURN❑UT GRADES
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TYPICAL STREET SECTI❑N \---I�.:-�=
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OFFSET CUL-DE-SAC DETAILS
SECTION A -A
CUL-DE-SAC DETAILS
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MASSENGILL POND ROAD 1
NCSR 1313
PUBLIC ROAD
GRADING PLAN Hu�
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so'R/w STORMWATER MANAGEMENT
IMPERVIOUS CALCULATIONS
TOTAL TRACT AREA 30,4331 ACRES (1,325,668 SF)
TOTAL TRACT IMPERVIOUSNESS = 174,075 SF C13,13%)
PHASE 1
AREA IN PHASE 14,8876 AC (648,503 SF)
70' IMPERV IN R/W 22,549 SF
lo'x�p. NUMBER OF LOTS 18
==rRrgN_ IMPERV ALLOWED PER LOT 4140 SF
R/W TOTAL IMPERV IN LOTS 74,520 SF
TOTAL IMPERVIOUSNESS 97,069 SF C14,97%)
PHASE 2
o EDGE OF PAVEMENT v~i
�o — AREA IN PHASE 15,5455 AC C677,165 SF)
EDGE ❑F PAVEMENT `� w IMPERV IN R/W 14,006 SF
WHITTINGTON ROAD NUMBER OF LOTS 7
IMPERV ALLOWED PER LOT 9000 SF
R/W R/W TOTAL IMPERV IN LOTS 63,000 SF
R A D C N N E C T I D N TOTAL IMPERVIOUSNESS 77,006 SF (11,37%)
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07/22/2019
SCALE:
1"=100'
DRAWN BY:
DWB
DATE:
03/22/2019
PROJECT N0.
J-666

L, dWEN
PG 328
JAMES L, pWEN
DB 4371 PG 671
DBR701 PG 55 �N
A
til
SANDRA �, UPCHURCH
T�MMdTHY R, UPCHURCH
D$ 2304 PG 524
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DB 4441 PG "707
FRANK � RUBY DIFULGU
DB 4D41 PCu 707
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WATER SYSTEM METES
l 1, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH JOHNSTON COUNTY STANDARDS
AND SPECIFICATIONS,
\d 2, WATER MAINS SHALL BE WITHIN THE STREET RIGHT-OF-WAY AND A MINIMUM OF 5'
OFF EDGE OF PAVEMENT EXCEPT FOR ROADWAY CROSSINGS,
3, WATER MAINS SHAD BE INSTALLED WITH S' MI!NIMUM COVER,
4, FIRE HYDRANTS SHALL BE INSTALLED ON 6-INCH DUCTILE IR13N BRANCH, VALVE
ON BRANCH SHALL BE WITHIN 21 OF THE MAIN AND MECHANICALLY RESTRAINED TO
THE MAIN, VALVE SHALL NOT BE I+N DITCH LINE,
ro 5, EACH LOT SHALL HAVE 3/4" SERVICE,
6, DOUBLE SERVICES CROSSING ROADWAY SHALL BE V SERVICE INSIDE 2"PVC
ENCASEMENT ACROSS 'ROADWAY AND THEN SPLIT I'NOT TWO 3/4" SERVICES,
0 7, WATER MAINS SHALE. BE PVC ASTM SDR21 CLASS 200 OR DUCTILE IRON CLASS 200
°o AWWA C151,
oo 8, ELECTRONIC LOCATION BALLS SHALL CONSIST OF 4" MARKED BALLS PER JOHNSTON
o°°qo COUNTY STANDARD SPECIFICATIONS AND INSTALLED IN ACCORDANCE WITH JOHNSTON
00- COUNTY STANDARD SPECIFICATIONS AND STANDARD "PIPE LAYING CONDITION" DETAIL,
° 9, REFERENCE JOHNSTQN COUNTY "DESIGN AND CONSTRUCTION TECHNICAL STANDARDS
S
"
FOR COMPLETE STANDARD
o 10, SEE SHEET 9 FOR WATER SYSTEM STANDARD DETAILS,
-�- W'ATER MAIN
�- GATE VALVE
-- REDUC!ER
•- PERMA'NEBT BLgW—❑FF ASSEMBLY
SINGLES 3/4" SERVICE
- 3OUBLE SERVIC(r (10' SPLIT INTO TWO 3/4">
1(
-" CONSTRUCTION APPROVAL FOR PHASE 1 ❑NLY
WATER SYSTEM PLAN
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REVI� SfONS. �
07/22/2019
SCALE:
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' DATZD:
03/22/2D'19
PROJECT 1V0.
J-666
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DATE:
03/22/2019
PROJECT N0.
�J-666
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SCALE:
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DATE:
03/22/2019
PROJECT N0.
666

PERMANENT DIVERSION DITCH
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COS STA 18+
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Level Spreader Construction Specifications
1. Level spreaders are to be installed following installation of rip rap energy dissipators.
2. Install continuous 8"x15" concrete wall providing a weir length per the specifications. WaII to be installed flat along level
continuous grade.
3. Dig blind swale upstream of weir per specifications.
4. Grade filter strip.
5. Backfill downstream side of weir with stone transition.
6. Immediately seed and mulch all disturbed area.
7. When grass is established, construct transition section to fit width and depth of blind swale.
8. Construct v—ditch or diversion pipe to direct flow to level spreader.
DIFFUSE EEEW TABLES
�EVE� SPREADER DIMENSION TABLE
L❑CATION TOP LENGTH T❑P ELEVATI❑N SWALE WIDTH
L❑T 7 24' 257,E 5'
L❑T 13 45' 257 9'
SPLITTER WALL TABLE
L❑CATI❑N PIPE DIA PIPE INV ELEV WEIR WIDTH WEIR ELEV T❑P ❑F WALL <MIN ELEV)
LOT 7 8" 257,8 10' 259,0 260
L❑T 13 N❑ SPLITTER NEEDED CT❑TAL FL❑W T❑ LEVEL SPREADER)
W"�// V—DITCH W/ 1' DEPTH
W �,/� OR DIVERSION PIPE
y �. �" . "' .� "� TRANSITION CHANNEL
W y
W
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VEGETATED W SECTION TO 6"DEPTH
DIVERSION •` � � WI�H SPECIFIED WIDTH
6" HEIGHT •' �' `� �' �'
�V W �Y J�
W W oo�� a W W y y � � �
W 2.tsW • W W �, �, �, y STABILIZED
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FILTER Sl°RIP �' �' �' �' 4 �� LEVEL SPREADER
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�' �' �' �' �' �' �' �' EXISTING GRADE
LEVEL CONCRETE WALL
a•" DEPTH OF #57 STONE 8"X15" CONCRETE WALL
1
WIDTH VARIABLE
2'DROP SEE BELOW
30' GRASS � •• 3, -y 1
FILTER STRIP "`'=�`('-`a r GRASS DEPTH 6" MIN
8% MAX SLOPE._ „_.. ,.
�EVE� SPREADER DETAIL
DIMENSIONS (BOTTOM WIDTH)
TOTAL ENTRANCE DEPTH END TRANSITION
LENGTH WIDTH WIDTH LENGTH
1-25' 5' 6" 1' 8'
26-50' 9 S litter Device 15 Wall Detail
p ( )
(Where splitting flow is required)
WEIR WIDTH
SIDE WALLS TO BE AT (SEE TABLE)
MINIMUM ELEV OR ABOVE
(SEE TABLE) a
• a WEIR TO BE AT ° � °
' '° c °. SPECIFIED ELEV ` •d a
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d ,. °
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AND INVERT ELEV ° a , � • ° a ° •
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BOTTOM OF WALLA MINMUM
OF 1' DEPTH BELOW BOTTOM
OF DITCH
SpREP��R CONTINUE DITCH BELOW
���EL SPLITTER WALL AS HIGH
�(0 FLOW BYPASS
0\J�RS\ON PIPE
LEVEL SPREADER P R O FI �E VIE W
(SEE DETAIL) CONCRETE SPLITTER WALL (1' THICK)
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IN "---_
DITCH INVERT
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a W � o
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1•(/`�/J � C7
� �
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a
O
a
I
t�
�+,
r
REVISIONS:
07/22/2019
SCALE:
NONE
DRAWN BY:
DWB
DATE:
03/22/2019
PROJECT N0.
—666
� SHEET
�oF 11
C� q

PERMANENT DIVERSION
TRAPEXOID W/ 1' gOTTOt�1
S75 LINING -
«O � T H
� k
IT1 x R '�
�1 � ^' R
PERMANENT DIVERSION � V� Jd .P; � k
Tf2AP�X01D VV 1' BOTTOM ('� � /'� / � 45'L�VEL S�'READER R ^`
/ S� O/ ��` �� W/15'TRANSITPONI CHANNEL
P300 LININCe (�l� t�� �rf < � � � 1 � 2 SEE bETAIL ON SHEET 6 "'
V/y �[ o T
O � �� , � h � �� R
5���� 2 3 � O� TRIANGLE IGH'f � � S75 biTCH R
�P
Q LINING F
DRAINAGE EASE ENT � �,
�'� � � VARIABLE WIDT C125 DITCH �
��P r-� � � N � � T
pQ"P 2CJ + S75 DITCH LINING -P�'�`
�O CIRCULAR "� '
6'`bL ' D = 24'54'40" < o � LI<�tNG GF'�
�� ��P
� �'�'� INTER STA 10+00 R = 230.00 � � 6 WL � 2 � � ��
Q 92�' L= 216.59 / ~ 6 G 2 2 P VC �� h
� � STA t3+02.47 LONG 5AC t— z '" ,, n� COS S"i'A 12-F37.12
,5� � c�'cy C = 208.67 a , m � cn N259' 24� 30" W '�
' e"S. � ry � Z p ds �
? C125 DITCH �y`'/ � a: � ,5p: � 2S, '�'
S � ' -+ LINING o � N z = � 6X8T
0 6" : VC � `' � 6"GV
1 � `;v W '� x� 11 � 6"G O O FH S75 DITCH n.
* � ,� *� 6� o ," ti'� ,, EOp = 'I8+42. 9 � 2"g O LINING 1 `-�-
�, ,� � ,� l--- DRAINAGE EA EMENT
Fa' � COn ,,, jp • CIREULAR , � dD `7 � VARIABLE Wlb H
T �� /Vl /� / 8 G D = 24'54'40" � o � ' O
*,�`,-=i,� *�'�* * �6„6V , oz �O� i/ /I p p� T = 94.19 �W G37.40''�ST W o O a � TR ANGLEIGHT SHORT SAC
T ,, ,� F ''�� G. R = 230 00 34 Ur Ctl �O 5o RAW 20 P'V` T
M*"'�+� �"* l� b o L=178,80 � 556 `�
� 2" p� C 174, 33
'w
STUB ROACJ ;� V � � � 7
`< 5f�'R/w �o�P�T �,.g � � � � 3 � �'0 16 1
,� S75 DITCH � �
,. � „ '' � h°j LIhi1NG o � ,� � p
,. -�''� ��"�. � a NOTE: PRpVIDE DRAINAGE DITCH ALONG
�* Tm �+ ",: Xry/ �'` � � TOE ' F FYLL SLOPE (�O1`H SIpES (�F RQADWAY). '
"' � '`� DRAIN GE EASiiMENT TO XTEND 5' PAST
*µM "` � � � `�� �/ � - CENT RUNE OR DITCH.
�� �
0
a*� -a
SCALE . �n n
L /�� o ij�� 1„ _50' HOR
,, '" ' �Li � 20'
�. yj�y� /� c� � ��� �. 'ram`
�' � � dry ' y��� Q � �'' sa'R/W ��
M �
. T ,, I
� b�Q I '
M r �/ �
T � � r 70' F 70'
��
T T
* m SIGHT �' SO'X90' ''25'(FT ti
10'X70' E 'Q' � 30' MIN � TRIA''GIEIGHT "� �
R/W 'iRl: � tF✓W T c?
l o� 8 � �a �s ;�
3 2 "S 9.5A
*� /j`>�' [�� T o DGE � PAVE NT p NE �I T NG�❑AD o EDGE OF AVEME T ��y 5,
scALEs: i � lV.�r�n `��� _ `° WHITTINGTC�N RpAb N� \�w
SHOULDER SE>✓TIDN r
1" =50' HOR �/w �/W DRIVEWAY W'RNGI�llT GRADES
p K' h � �•�- t T
1" =5' VEE�v, � RDA1� CQIVP`JEC 11��
1
I _.
I �`I`UIB ROAD F�RC��FIL'� SHORT S.AC PROFILE
5�b'R f W �0'�PVNIT mh � A � 50rR W 2t�'P�rIT � c 3 ' ' .s' 4'
310 I 8 ABC & 1.5 S.: 9.5�� � Pi_sT i4+ s;oo �I - u��: 310 290 z $' �C 1,5"S, � sLaPE As �REQUI ED. 29q
( _ � . ¢ a � --R=- XISTI G PR FILE /W RT) i � � ae "F�i� ail
�' � ~ ri �? o ^-�• XISTI G PR FILE /W LT7 � SECTION A -A ,
'" �w F- + o� + � -e- . XISTI G PR FILE C/L CUL-DE-SAtw IlETi41LS R/W
305 � � � �� �w � �C15 285 ¢ � � 285
¢� ! P
it - � w ,. .. So Ft
> w K 30, 0 LEN=1 0
30Q � 300 } 280 � 28b
I 5,R
I .� tnn � � 115' fib' I5rl
.,
295 i RIGHT�OF WAY �95 275 �~¢
� � � viw E EV �65,30 50' R/W 2%5
w
_� i �6r _
o > W PAVEMENT S1°'�� s� nrtcn JV w
t. vv vqr oer G� > I t/J I
4/l. \i
.. � �
¢ � _ .: �90 270
290 IC�i 155 .,,. g °' * a; 27a
� N
C/L i RAD , � I
�z I `o' .. •G TYPICAL STREET SECTION � + � '"N
�' � i u'B �„ABC & l,5"S, 9,56 �� I .-� �>
285 " �"'. o,� I 285 �65 � � j 265
.-. ', ti > �
I
I 10' PVMNtr
6'
B'
Sr
HLIULDE
,�
Ik
I
2
,2�'/F
,IFS
28a
io'. PVMNT
6'
e'
s'
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260
�y
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26a
cn ti w
>
/L.. G
ADE
�
�6
—!
�
�
St{pULDE
zIF�
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�
,.::
�
I
R
1
I
275 �f :�"r :�� �
.::..
�s �, ��5 255 � � ' 255
.... ,
5' �
NAG 75 D TCH INIG I
NACU 7S D TC � IN G �� �`�
SH[IULDER SEC7ILN '"✓�
27Q� bRIV�WAY TURNGUT GRADES I 25�J
N G C12;5 IT H LIN!IG '�%0 �SQ
;� i
�'
r� r� � � � � ao eo �d oo � ,� � � �. o o ,,o a o 0 0 o c� c.� o a o � o v c� o .�65 '. I
265 245 °0 00 � i` � n � cn c� � cfl ca co in, � 245
9+O1� a+5(� 1 �?+Od 10-� 5b 11.1+07 11 +5a 1'2+Ob 1;2+5p 13+015 13+5;0 14,+(�'0 1' 4+50 15+f�'0 15+50 16+GJO 16+50 17+00 1 %+50 15+00 00 10+50 1
_ 9+5Q 10+ 1 11 1 f
J
a�
wm
�!
REVISIONS: \
O'7/22/2019
SCAiE:
NONE
DRAWN B'i':
DWB
DAT�i:
03/�2/2CPi9
PROJECT N0.
�J-6f 6

Lm �_.
.y ��``=�3 � t�
ty°bd.. ' �`��' �� c '`� N
O ' C� . ,
�. a
C�
0
w
�C
w
w
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•
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O
REVISION:
SCALE:
NONE
DRA�IFN B'�I:
D WH
DATA:
07/�2/2(�'19
PROJECT N0.
s�

MIN. 76 OA,
LINE WIRES
E>dSn
ROADI
B' tIAX.
VARIABLE WS DIRECTED BY THE ENGINEER
FRbNT 'WIEW
OTEi
-USE SILT FENCE ONLY WHEN DRAINAGE AREA
pOES NOT EXCEED 1 J!N ACRE AND NEVER IN
AREAS OF COWCENTRATED FLOW
-END OF SILT FENCE WEEDS TO BE TURNED UPHILL.
EXISTING
8'
71G�•
STEEL POST
WOVEN WIRE FABRf,C
SILT FENCE GEOTEXTILE FABRIC
2-1/2 GA.
dEd1ATE
a s �--�'� FILL SLOPE
cV Z .:
•'bi^ " •
GRAM r.Nj "",i•,'t.^� GRADE
8" MIN. COVER
� OVER SKIFYT (KEYED INTd SOIL)
N ANCHOR SKIRT RS
DIRECTED BY ENGINEER
KEYED INTO NATURAL GRADE
���� * FOR REPAIR OF 511LT
�_,�� FENCE FAILURES, 'USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTEC7WG
CATCH BASIN.
STANt7'ARD TEMPORARY SILT FENCE
4lQiE5;.
1. PUT SILT FENCE OR TREE PROTECnON FENCE UP
TO ENSURE CONSTRUCnON ENTRANCE IS USED.
2. IF CONETRUCnON CN THE STYES ARE SUGH THAT
THE MUD IS NOT IjEM0VE0 BY THE VEHICLE TRAVEL
25 OR, WIDTH, OF INC OVER THE StONE, 1HEN E TIRES DF THE
PROPO5E0 STREEY. VENICIES MUST BE WASHED BEFORE ENTERING THE
YMICHEVER IS PUBUO ROAD.
GREATER• 3. IF A PROJECT CONDNIIES 10 PULL MUD AND DEBRIS.
ON Td THE PUBUC ROAD, 1HE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND gIV010E THE FlNANCtALY.Y
ftFSPCMWHIi PERSON AS INDICATED ON THE FINANCIAL
RESPdNSIeNtt FLXtM.
�RQSS S'kC7tON
CONSTRUCTION EN'fRAN�CE
Pipe �Dutlet td Flat Area-
No W611-tiefinad Channel
I
Pipe Outlet to Weli•deflned
Cfiannel
Filter
blanket
12' MIN:
Notee
t. La is the length ofi'the riptap
aprAn.
2. d=� 1.5 tiiries the me>timum
stone dlam2ter but not Teas
than 6".
3, In a weU•defined cBBlnriel ex-
tendtheaprbn upthg channdi
banks to a'ti ef7BvatilDn,of (3°
above the TnBXitnurTl taliwater
depot ortothetop ofthe bank,
whidttetrer Is less.
4. A titter blanket or fitter fabrtb
should be tfDetalled Ibetweatl
the riptap and soil fatpndatiotl.
:: �i e Y : : ! •.� .Yla.
gia��s
�j��
!I�EY DETAIL
�����, -
�1i1 r\►.
xxrA�im soy uro w��
Bi4FFLE iM�'TALLA'1ilON - �7EP 2. ,'�QE
� SEDIMENT BASIN/BAFFLE DETAI[_ 38 �ILT FENCE OUTLET
Si�imm�et` Bssin �alctrlations & �imens'ions (B�1SIN� #1 � #2 �IAV� RIS�RS�
Basin DA Disturbed Required C I QQ10) Rewired Bottom Spillway Top of 9edlment
Arse Volume Surface Elevatiati �Elevatio�t Dam Zane Depth
(act (ac) (st) (inlhr) (efs) (s� (ft)
1 8,4� 1.53 27�4 g.4 7.32 24.8 4682 272 275 276 2.0
� (i,55 0.99' 17�7 ta.4 7.32 19.2 �545 2ti0 263 264 2.0
3 1.52 0.75 13�3 ti.4 7e32 4,4 1442 257 259 260.5 2.0
Baton Welr Basin@Spillway Elevation Actual At�ual Skimmer Skimmer Dewatering Number tarp
Length Length Width DIE�pth Vofpme Surface 'Size t'�riface Time of Baffles Widtill
(ft) (ft) (#) (ft) (c� (s� (in) (In) (daY") (ft)
1 10 100 4$ 2.0 8�70 4A03 1.5 11.00 3.37 3 30
10 95 4$ 2.0 7123 4t�97 1.5 1.00� 2.15 3 30
6 (i0 25 2.0 2�84 1'�00 1.5 0.75 2.94 � 20
STEEP' CUf OR FILL
// ���
G`c1
SIDE SLOPES
UPSLOPE
P_L9bL_10E1K
DIVERSION DITCH
Skimmer Basin Required Vlmlume � 1800sf pgr Disturbed' Ac
Skimmer Basin Required Surface Area=CI10*325
Disturbed Area = 4,45 ac
Energy Dissipaters Rip Rap Aprons
nutlet Dit1 Pipe Length Q(2'5) Slope Velocity t, W t) d5t1
(acD� (�) (D�) (tpsl (ft) (h) (in) (in)
Pipe#? 7.78 30" 80 26,2 0.86°/D 8,04 15 8 24 13
Riser Dimensions
Basin Riser Dia Riser Pipe Dla 'Bottom Pipe' Energy Emergency emergency
treat Elevation Outlet Dissipater SpiilWvay Width Spiilway'Elevatinn
(I�,) `(eie1�) (fn) (eieu) (ft) (eiev)
1 18 274 48 272 271,51 '9'x5'x2�" d50W13" 10 275
2 18 262 18 260 259.6i '9'x5'x24" d50 =13" 10 263
DOTE:
BASINS #1 & #� AI2E MISER 1,3A$INS WITH 18'ICMp RISER,
BASIN SIZED B�( EFFICIENCY -BASED DESIGN METHOD'#3.
REQUIRED SURFACE AREA = Q2(GNUT)*458
1' MIL
e' IaN
TMP PPOiF.CitpM
1@t
m a@ E'Rl' TARP
vETR LExDTx
SECTION THRI WFTR
OF HERH
EMERGENCY
SPII.LVAY
ELEVATION
ORIFICE
INLET SHALL BE PROTECTED ANT -FLOATATION
(AS NEEDED) FROM EROSION DEVICE
VITH RIPRAP, TARP, MATTING
DR EQUIVALENT. qNn-gip
CROSS SECTION DISSIPATER PAD
' CHP OUTLET PIP RIP RAP
NOTES:
2) THE TARP USED TO PROTECTI' THTE WEIR SHALL BE THE W1D � gF7AEp, T}{ �LLN TMT'OF T}{E TARP SHALL IDE ACCORDING
TO AVAILABLE SUPPLY. IF MULTIPLE TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT LEAST 12-. THE
UPSTREAM 12' TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE 50 MIL HEAVY DUTY SILVER TARPAULINS
OR EQUIVALENT FOR U.V. RESISTANCE
4) eRAFFLEEMATERIAL MU� ERSECURED AT THA E •BOTTOM AND SIDES USING STAPLES Oft BYHTRENCH NG �UpDR A SIBT FENCE
8) DURING THE CON�STRUCT1pN PHASE OF THE IPROJECT,RPERMANENTO S1DR WATER RISER SHALLAON{,YpEWATER FROM THE TOP OF PIPE.
7 POND SHALL NOT BE CONVERTED FOR STORMWA7ER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER.
_.._-
STANDARD SKIMMER ATTACHED TO RISER
Wn1 IdP(w'�MY';<�.EOaN�e
ANe CROSIfN WNineL
NlTINO
GRADE
STEEP CUT OR nil SLORE
i
NOTE:
THE TARP USED T6 PROTECT THE WEIR SHALL BE THE WIDTH SPEOIFIED. THE LEWGTH OF THE TARP SHALL B� AGCORbING TO SUPPLY.
IF MULl1PLE TARPS ARE USED'THEN TARPa SHALL.BE OVERLAPPED AT LEAST 12 IWCH,ES. UPSTREAM TARP SHALL OVERLAP DOWNSTREAM
TARP, THE TARP SHALL GTE 50 MIL HEAVY DUTY SILVER TARPAULINS FOR SUN RESISTANCE.
EMERGENCY 'SPILLWAY
ARMORED WITH TARP
SKIMMER � ^ -- .e,- � �`' ` �, � _/
II \� SEDIMENT TRAP `'�'� ��
\ :r ;• . � '.�'" 5"X5'X18" D50=6" STONE
\ "'k" ' �'�:"-y" DISSIPATda PAD
\ ~';,'.:. .. .� RCP RAP
) .: ri{ _
/ ��� ..
,,r
"9 EARTH DAM
NUMBER OF BAFFLES ^ i 4y'"" "' - `- " -
PER SPECIFICATIONS
PLAN .'VIEW
SKIMMER
TOP SEDIMENT ZONE. (SIZE AT SPECUFIED)
FLEXIBLE
SEE CHART FOR TOTAL
DEPTH
dJF SEDIMENT
ZONE
CLEAN BASIN WHEN SEDIMENT
LEVEL
REACHES T/Z
DEPTH
OF SEDIMENT
TONE
° OF DAM
MIN WIDTH
-SPECIFIED WIDTH
EMERGENCY SPILLWAY
,,MINIMUM FORE5LOPE 2 :1
-MINIMUM BACKSLOPE � 1
-EARTH DAM
,,.4" SGH40 PVC
.�RaCEC'i"ION 5'X5'X18" D60=6" STONE
'f� DISSIPA70R •PAD
�I�IMM�E� �A�II� �E��I�I�
SBiDiNO �CHEDUti
(REVISED: 1�-1-66)
Arne Assemhl'f
Sho'uld�rs, Side Ditches, Slopes `Max '�:1)
'L" Enclosure DATE TYPE PLANYIND IYATE.
Ayg 15 -Nov 1 Tall Fescue 500 ibe/dtlra
�ERSPE�VE 'tvzEW Wra"vnlEtn� Nov t -Mart Tan Fencun sao Ibn/Qdre
& Abruzzt'Rye 25 ibe/adre
PVL End PVC Vent Mar 1 -Apr 75 Tolr Fescue 300 Ibn/acre
@np PVL EIbnW ply - Soltedu(e 40 Apr 75 -Jun 36 Huged dommaA� Bermudggross 25 Ibs/°ere
PVL Pipe Jul 1 -Aug 1S TaR Fescue o'tltl 120 Ibs/ogre
°{Et +A•Browntop Alillet 35' Ibs/Dore
�. PVL Em! •••or Sorgtrum-5udon Nybrids 30 Ibs/ante
Cop
Schedule 40 Slopes (3:1 to 2�:1)
'PVC TQa PVC Plpe PVC Pjpc
}"Holds in y PVGTIe dNfice Oriftee Mor 1 .- Jun 1 SoAwo Lesptldeza (ecarlitad) $0 Il+e/°crb'
ltliderdlde Flexible Plate OS gPeeified
Hass In Skimmer (Mar t � Apr 1s) Add Tall Feecutl t2o Ibn/°°re
0 Begin Chart (Mor 1 -Jan 30) or Add Weeplh'g Lovegrase 10 Itie/acre
(Mort �. JUn 30) Or Add Hulled Oommon'Bermudagreti's 25 Ibn/acre
Bottom $arface Jun L � Sep 1 •+Ball Fescue •and 120 Ibs/aare�
END VIEW �RO� VIEw •+•Browritop MRlet 35 Ibs/°ere
•'•or Sorghum=Sudan Hybdde ,i0 Ibn/acre
4'�4'X6" Sep 1 -Mar 1 Sedcea: Le'apadeYb (unhulled-udewrifldd) 70 Ibs/acre
57 STONE PAD and (rail Fescue tl20 Ibs/note
UNDER SKIM�MEP (Nov t "Mar 1) Aad Ahruzzl Rye �5 Ibs/acrd
Consult Corieervoflon Enginegr or Soil doneervatiad SeFvice for
additiog4l Inlormddlon concegfing other'alternatives for vegetation of
denuded areas, The above vegetotlon rates are tgose whlati do well under
loeol egndltlane; olfier needing rdte eoASbinotlone are poanib(a.
•+•Temporary - iNeseetl acMrding to apttmum e•Qnon for desired permanent
vagetot;qn. Do nN5 allow temporary cover to gro�w� over 12` to height befdre
mowing, otherwise fescue rtlpy be shaded out,
SLOPE '�TABILIZATOON REQUIRENIE�JT'S
3:1 AN'D FLATTER - GRASS
2:1 TO 3:1 - SHRU83S &VINES
1,5:1 TO 2:1 - RiBP-RAP
Individual LOt C�nStrUctlOYl E!ntr�nce STEEPER THAN 1.5:1 - RETAINIIING Vi(ALL
(For homy construction) S�,No S�NmuL�
'20' MIN.
AND SUFFICIENT TO KEEP
SEDIMENT t)N SITE
o Sh"fOBm FREPAtYA110N
�r�o � 00$80000eo od' o�ooctl�+?.� HIS �ENTRIIVNCE APPLIES ONCI' TO ENTRANCES
``�tbb � 0000 � o o t.qf' INDIVIDWAL 5fNGhE FAMILS' RESIDENTIAL UNIVS
EXISTING 080�'000 � 1,) CHISEL COMPACTED AREAS AND SPRFIAD TOPSOIL 3 INCHES
ROADWAY` oo RAILROAb BALLAST o00 12` DEEP dV.ER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
�oo o�og 2.SILT FENCE SHOULD BE INSTALLED TO' ENSURE.
0 o9aO o 0 0 00 � * 2.) RIP THE ENTIRS AREA TO 6 INCHES D1rPTH.
��� o�o�pocdoo�.cooc��000 CONSTRUCTION ENTRANCE 15 USED. 3J REMOVE ALL LOSE ROOK, ROOMS, AND OTHER �DBSTRUCTIONS
80 O 00TdO O,O OO O pCl Ob O'
LEAVING SURFACE REASOt�IABLY SMOOTH AND UNIFORM.
4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
* UNIFORMLY AND MIX WITH SOIL (SEE BELOW*).
�SIIT FENCE PLAN
5.) 7CONTINUE TILLAGE UN71L aWELL-PULVERIZED, FIRM
REASONABLY UNIFORM SEEDBED IS PREPARED' 4 TO BINCHES BEEP.
6.) 'SEED ON A FRESHLY PREPARED SEED[�ED ANO COVER
GEED LIGHTLY WITH SEEDING EQUIPMENT OR GULTIPACK AFTER SEEDING.
IxIsnNO ROADWAY NEW OONSTRUC'DON 7.) MULCH IMMEDIATELY AFTER SEEDING RNDANCHOR MUL�`H.
�I�� � � `� � 8.) INSPECT ALL 'SEEDED AREAS AND MAIEE NECESSARYREPAIRS OR
\\T� RAILRonD BALLA5�7 RESEEGdINGS WfTHIN THS PLANi'ING SEASON, IF POSSIH�LE.IF
I � � � v :'"�)t'{' : 000 $o oSo�0000 �0 00 81DS po r, � II ,6" MIN. STAND SHOULD BE OVER 60� IDAMAGEQ REESYABLISN FOLLOWING
I .. $ p � :;t ::i : � : o o d+ o0 0 _ II�II II ORIGINAL UME, FERTILIZER AND' SEEDING RATES.
''II�II' 11= ''ill-IN11-11►11= �
II � ! = 9,) CONSULT CONVERSATION: INSPECTOR OWi MAINTENANCETREATMENT
� � � o III= IIII- AND FERTILIZATION AFTER PERMANENT COVER IS ESTAF3LISHED,
o� � � CROSS SECTION � APPLY% AGRICULTURAL LIMES'CtbNE - 2 TONS/ ACRES (3 TONS/
D � z �, � -. ACRE IN CLAY SOILS) 'M N� IMUM 'OR PER SOIL Tf=ST
z� � �x FERTILIZER - 1,000 Ibs, / ACR'E-1D.«10-10
m a � � � SUPERPHOSPHATE- 500 Ibs> /ACRE -207 ANALYSIS
Z � MULCH -2 TON$ /ACRE -SMALL GRAIN STRAW
ANOTHER' - ASp'HALT EMULSION ®300 GALS./ ACRE
�(
'�REVISION'�:
07/22/2019
SCALE:
NONE
DRAxYN B�':
DWH
DATE;
03/�2/20'19
PROrIIECT �+10.
J-6Fr'6
MEEEET
,\oF �.1
S1
N
N
3�
Ca

WAS �E CONCRETE WASH -OUT
S;ELF-INSPECTION AND REPORTING REQUIREMENTS
WATTLE DETAIL
OF PAVEMENT
EXCELSIOfl
SLOPE
ISOMETRIC VIEW
2'(MAX.)
2' UPSLOPE
STAKE NATUPAL GROUND
�
MATTING
�_p' DOWNSLOPE
$TAKE
CROSS SECTION
VEE DITCH
2 IN.�
2' UPSLOPE
%
STAKE NATUPAL GflOUND
��E'
MATTIND
OOWNSLOPE
CROSS SECTION STAKE
TRAPE20IDAL DITCH
FLOW
NOTE9:
USE YtN[YUY 12 [N. OIPYETEfl EXLELS[Ofl WATTLE•
USE 2 FT. WpODEN STAKE9 W[TH A 2 iN. BY 2 IN. NOYINAI
LROSS SECTION.
ONLY INSTALL WATTLE(9) TO A HEIGHT IN DITCH fill fLOW WILL NOT
WA9M PPWNO WATTLE AHO bCOUfl ptTCH SLOPES Iwp A9 DIRECTED.
INSTALL A YINIYUY OF 2 UPSLOPE STAKES AND A ONWI9LOPE
STAKES AT PN ANGLE TO WEDGE WATTLE TO SOTTON OF O1TLN.
PROVIDE STMLE6 NAOE OF 0.125 ]N. pIAYETEfl STEEL WIflE
FORNEO INTO A U bi1APE NOT LESb THAN 12" IN LENGTH.
IN9TALL STAPLES APPROXIIMTELY EVERY 1 LIHEPA FOOT ON
90TH SiOES OF WATTLE PND AT EACH END TO SEGIRE IT TO THE 90IL.
INSTALL YATTING 1N ALLOPOANCE WITH bELTION 1931 OF TILE
STANOAPD 9PECTFILATi0N3.
��
INSET A INSET B
TOP VIEW
aUT�A�� DITCN) DETAIL__:
6.67' WIDTH LINER
3 � 'i 12" 3 �
BOTTOM WIDTH A`S SPECIFIED QN SHEETS 4 8c 5
ALL OUT�"ALL DITCHES ARE TO HAVE PROTECTIVE iLINER.
SEE SHEETS 4 & 5 FOR SPECIFIED LINER
� TEMPC7RARY SEEQING SCHEDULE
•Beetling,mixture Seeding mixture
Species .Rate (Iblacre) Species Rate (Iblacre)
German millet 40 Rye (grain) 120
In the Piedmont and Mountains; asmall-stemmed Sudangrass may be Seeding dates
substituted at a rate'of 50 Ib/acre. Mountains —Aug. 15 -Dec. 15
Beetling dates Coastal Plain and Piedmont —Aug. 15 - Dec.30
Mountains —May 15-Aug. 1'5 Soil amendments
Piedmont—May1 -Aug: 15 Follow soil tests or apply 2,000 Iblacre ground agricultural limestone
Coastal Plain—Apr15 -Aug. 15 and 1,000 ib/acre 10-10-10 fertilizer.
Soil amendments Mulch
Follow recommendatidns of soil tests or apply 2,000 ib/acre ground AppIy4,0001b/acre straw. Anchor straw by tacking withasphait,netting,
agricultural limestone and 750 1b/acre 10-10-10 fertilizer. or a mulch anchoring tool. A disk with blades set nearly straight can be
Mulch used as a mulch anchoring tool.
AppIy4,0001b/acre straw. Anchor straw by tacking with asphalt, netting, Maintenance
or a mulch anchoring tool.' A disk with blades set nearly straight can be Repair and refertilize damaged areas immediately. Topdress with 50
used as a mulch anchoring tool,
Ib/acre of nitrogen in March. If it is necessary to extent tempdrary
MairiEenance cover beyond June 15, overseed with 50 Ib/acre Kobe (Piedmont and
Refertilize if growth is not full ade uate. Reseed refertilize an Coastal Plain) or Korean (Mountains) lespedeza in Tate February or
Y q d mulch � early March.
� Irrimediatelyfiollowing erosion or other damage.
� ___
� :S,,eeding mixture----_�—_-- _
". ,Species Rate (Iblacre)
.'r;RYe (grain) 120
Annual lespedeza (Kobe in'
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omif annual lespedeza when tluration of temporary cover is not to
extend beyohd June. ,
Seeding dates
Mountains -Above 2500 feet: Feb. 15 -May 15 '
Belovr2500 feet: Feb, 1-May 1
Piedmont=Jan. 1 -May 1 .
Coastal Plain —Dec. 1 -Apr. 15
Soil amendments
Follow recommendations of soil tests. or apply 2;000 Iblacre ground
agricultural limestone;and 7501biacre 10�10>10 fertilizer.
Mulch'
Apply 4,000 Ib/acre straw. Anehorstraw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with.blades set nearly straight Gate be
used as a mulch anchoring tool
;,Maintenance
Refertiiize if growth is not fully adequate. Reseed, refertilize and Mulch.;.,
ilnmediaEely following erosion orother damage:
5 i -
.. �, f
IP• IT 13' OT POSSISI� FOfi AI.L CONCRETE WASTE pit tyASH.Wq!18R Tb 5E RE'IURNEd. TD.TIi BATCH, P.LViNT � •
SAND •PR�RFALY :t?ISROSEp'.pF (fHEfiE:,J+N DN�SlTE CDNpRETE; WASHOUT, ARgp 6HALt: BE tU,tIL�XBd,
(/t1E gqV1NER:MAY'JN8TAL4•TH��WASHpUT AREQ'rON 817,E Oft MAY CHOCSE TiJ UTILIZE A PI,1E^•FAdRICATEO.WASHOUf
• ti'ipNjA1NER ANp�bR MAINTENANCE;SERYIgE,•
IFiNECESSARY, ���GRAYEI. PAO 6 INCHES IN'DEP7HIDF,2.10 3 iN✓;FLCpARSE AdpHECA'fE MAY. dE' INSTA4LED TD
P,REVE<�T SEDIM�NTAmpN ION "ME RpAOWAY "
THE WA5NpUT AREA MAY iNOT iSE RI:nDEti WITjtIN ;lib FQET It1F qNY 6TCRfi1.' DRAtN, ppEN �tiitgHj CR WA'tP,,R 6doY,
_ THE WpCHOUT FgbIUT'r SNAu.,6E.INEPEcte:q EVERY RAY p.URINCpofJERETg%P�AcEMENT OPERAitDNh, WHEN IT
•IS+flpLED 70 78TK OAP.AthTY, THE Wgq6"!E MATERIAL,SHAI:L OE V�CUUh(Ep ANp OISPpBEb OF R'I,AN,APRflOPRIATE
.MANNER. :HARPf�, Ep• C0p�rltpRETe;; IN 7NE„WA9HDUT ABEA(MA lea flEUSED pM 517E pR. D18PDSSp DF'AFP,flOP 1ATEL�'.
INBPEp'f 7Ht WA6HCUT PAGUTY FgR:,'etONS qa' DAti1ASE,i)R wEAtti:NlNd ANtt MA{tE NErrAIRS Yt$ NECESSARY, INSTALL.,.,,
EW PI,ASiip:UNERPAFTER�EVERY ODEANINO .- - ' .
PEACE A BECUREr COVER !ttiA1' t414k NOT pOWdtPEEi OR COLt6CT ,WATFh OVER ,THE WASHOUT, �'gpIWTY pfitpR TD �
PREDI.CjSD iWF,T t'iEATHER 7D P.REV�FJ7 pCCUMpI.ARION ,ANp OVERF40W OF P(iECIRITATIOH,'
,:t4HEr�'iHE 8'ASHOUi FACILITIES ARE NO L,dNO�R RI?i7U1REp FDR IiFIE WpRK, AL6 LIgUIpS, 94U. ,IkS, AND HAfldENEp: ' ,' y
CON flFtTE SHAt,L;•'ey IPAgflERLY.01$PpSEp Op' ANp' ANY OIST(1R�Qq AREA 6H,ALL 8E !(T'A61L1Z�D To PREVENT 6ROSIbN, 4.1� I
I i I THE pONCRETE WASHOUT ,AREA 8HA!,L 9E d.EARLY'MAq�SSb WITH;'A Wt`iATNtiR RE61$'jANT.8IGN. � � '; > � I
' �' 9AND�AO
,BANpSAD p •, � � '� �• MIN .t0 MIL r ,
' "P D UN R
IF.'�i (5T PLE fi6gg-STAKE •
.. P.LA�O WNER�TD,
pRON D AS' Rfi3OfD} .�
a �� : ,�. .
Mint to v;t.M ta•Pr;. MIN S F7 DEPTH
. 2:FT:8TpflACE Wt
©, I� ,. (;) FT FRtEBDAflG)�
,. ©1co :.(�7 0
• � � APPRDAIMATELY'16,Co OAtJDNS' OF�tlttPAGTY�W1,1flH Apt
7RGALLON6OFWA H•W�Iy7 RuANO flNU1�p5,APPflD%IMHTEp�
!� a„ 'R(�EtpiN�tdBF�RppFDfApL'IiIF"98(pt'E0 9 O�FE+7,OEpFMNFDHU6 AmO��: ..
..
."", "1:74TENi 11F; THE! CQNDRETti. FiCgCMENT •dPERATION. ,.� y i
,,
NOTE; JOHNSTON COUNTY PUBLIC UTILITIES
RESEInVE THE RIGHIT TO REQUIRE ADDITIONAL SEDIMENT AND'
EROSION CONTROL MEASU�2ES SHOULD THE PLAN OR ITS IMPLEMENTATION
PROVE INADEQUATE.
IIVSTAI:tATION t)F NETTING AND MATTING
I'roduas �esigrned to contml erosion should be installed'in accordance with
manufacturer's instructions. Any mat or blanket -type product used as a plorec-
tivemulch should provide cover of at least 30% of the surface wtiere`iG is ap-
plied. TnstaIlafion is illustrated in�gure 6.1�a.
i. Apply lime, fertilizer and seed before laying the net or mat.
In channels, roA nut strips of netting parallel to.the
:direction of flow and over the.protecUve mulch.
ittint,I in
trench
12-inch
overlap Join strips by anchorirtt�
and overlapping.
2. Stan laying the net from the top of the channel or slope and unroll it down
the grade. Allow netting to lay loosely on the soil or match cover but without
wrinkles —do n+Dt stretch.
3. To secure the net, bury the upstope end in a slot or trench no less than 6 inches
deep, weer with soli, and tamp tiiTnty as shown in Figure 6.14a. Staple the net
every 12 inches across the top end and every 3 ft, around the edges and bottom,
Where 2 strips of net are laid side by side, the adjacen4 edges. Should be
overlapped 3 inches and stapled together. Each strip of netting should als3 be
stapled down the center, every 3 ft. I)o not stretch the net'when applying
Stap(gS,
4. To joia two strips: cut a tlenchao anchorthe end ofshe new net. Qverlap the
end of the previous roll 18 inches, as Shown in Pigule 6.14a, and staple ever*
t2 inches just below the anchor slot.
1
IBA NCAC 04B :0131 ,SELF-INSPl;CT10N5
Where inspections are required by G.S. 113A-54.1(e),-the following apply:
(1) ` The person who performs the inspection sliall make a record of the site inspection by docmnenting the
,following items:
{a) all of the erosion and sedimentation control measures, practices and devices, as called for in a
construction se uence consistent with the a
q pproved erosion and sedimentation control plan,
including but not limited to sedimentation control basins, sedimentation traps, sedimentation
ponds, rock dams, temporary diversions, temporary slope drains, rock check dams, sediment.
fence or barriers, all forms of inlet protection, storm drainage facilities, energy dissipaters,
and stabilization methods of open channels, have initially been installed and do not
significantly deviate (as defined in Sub -item (i)(e) of this Rule) from the locations,
dimen i a d rel 'v le a ' on the a roved er Sion n e 'me
s ons n att e e v ttons shown pp o a d s dt ntation plan.
Such documentation shall be acconplished by initialing and dating each measure or practice
shown on a copy of the approved erosion and sedimentation conU•ol plan or �y completing,
dating and signing an inspection report that lists each measure, practice or device shown on
the approved erosion and sedimentation control plan: This docmnentation is required only
upon the initial installation of the erosion and sedimentation control measures, practices and
devices as set forth by the approved erosion and sedimentation cond�ol plan or if the
measures, practices and devices are modified after initial installation;
(b) `the completion of any phase ofgrading for all graded slopes and fills shown on the approved
:.erosion and sedimentation controlplan,specifically noting the location and condition ofthe
graded slopes and fills. Such documentationshalibeaccomplishedbyinitialinganddatinga
,..copy of the approved erosion and sedimentation control plan or by completing, dating and
signing an inspection report;
(c) .the location of temporary or permanent ground cover, and that the installation of the ground
cover'does not significantly deviate (asdefined in Sub -item (1)(e) of this Rule) from the
- ,approved erosion and sedimentation control plan. Such documentation shall be
accomplished by initialing and dating a copy of the approved erosion and sedimentation
control plan or by completing, dating and signing an inspection report
(d) that maintenance and repair requirements Por all temporary and permanent erosion and
sedimentation control measures, practices and devices _have been performed. Such
documentation shalt be accomplished by completing, dating and signing an inspection report
(the general storm water permit monitoring form maybe used to verify the maintenance and -
repair requirements); and
(e) any significant deviations from the approved erosion mId sedimentation control_ plan,
corrective actions required to correct the deviation and completion of the corrective actions.
Such documentation shall be accomplished by initialing and dating a copy of the approved
erosion and sedimentation control plan or by completing; dating and signing an inspection
report. A significant deviation means an omission,alteratiotl or relocation of an erosion or
sedimentation oonh•ol measure that prevents the measure from performing as intended,
(2) The documentation, whether on a copy of the approved erosion and Sedimentation control plan or an
inspection report shall include the name, address, affiliation, telephone number, and signature of the
person conducting the inspection and the date of the inspection. Any relevant licenses and
certifications may also be included. Any documentation of inspections that occur oma copy of the
approved erosion and sedimentation control plan steal l occur on a single copy of the plan and that plan
shall be made available on the site. Any inspection reports shalt also �e made available onthe site.
(3) The inspection shall be performed during or aftet• each of the following phases of a plan:
(a) installation of perimeter erosion and sediment control measures;
(b) clearing and grubbing ofexistingground cover,
(c) completion of any phase of grading of slopes or fills that requires pt•ovision of temporary or
permanent ground cover pursuant to G.S. 113A-57(2);
(d) completion of storm drainage facilities;...
(e) completion of construction or development; and
(f) quarterly until the establishment ofpermanent ground cover sufficient to reSfrain erosion or
anti l the financially responsible patty has conveyed ownersll ip or control of thetract of land
for which the erosion and sedimentation control plate has been approved anil the agency that
approved the plan has-b"een, notified, If the fitianbially responsible panty has caiiveyed
- ownership orcontrol ofthetract ofland forwliicli-the erosion and sedimentation control plan
has been approved, the new owner oY•persoh in. control shall cotiducC'and document
.....inspections quarterly until the establishment of permanent groaid cover sufficientto resh•ain
et•osion.
Hislory;Note: AiNhw•ilyG.S 7l3A-54; 713A-54.1(e);
Lfj: October I, 2010.
GF�OIJND STABfLIZATION TIME -TABLE REQUIREMENTS
NPDES Stormwater Discharge Permit for Construc8on Activiti$s (NCGt71)
NCDENR/Dlvisfon or Water Quality
.NEW STABILIZATION TIMEFRAMES
(Effective Atag. 3, 2011 }
SITE AREA DESCRIPTION
STABILIZATION
TI'MEFRdME EXCEPTIONS
OPerimeter dikes, swales, Glitches, slopes
7 days
None
�� High Quality Water {HQW}Zones
�
7 days
.None
(�
I \ Slopes stepper than 3:1
7 days
if slopes are 10' or less in length and are
L�
n'qt steeper than 2:1, 14 days are allowed.
t� Slopes 3:1:dr flatter
14 days
7 days:fgr slopQs greater than a,0' in length.
Ail other areas with slopes flatter than 4:f
14 days
,None, except for perimeters and HQW Zones:
^v✓''
y�
w
N� �
W
W i
W �
tt•-�� E+ �
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H � �
W � � ..�
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F� W !��j� aJ
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Q �
U
z
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J
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V
w
Wh
W
V
Fr-��I
V1
T�T l
TV
V 1
W
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U
REVISIONS::
fi�'l IZZ ('ZQ►`l
SCALE:
NONE;
DRAWN B i".
DWB
DATE:
03/22/2C119
l;'ROJECT N0.
J-666
H
1 ®`
0� F

NOTE: I ....
- 1. MIN, OF 4 CU. FT, STONE (MORE IF RED'0). - NOTES: : 4 I exr r4l,
r 2.CONC. THRUST BLOCK TO HAVE MIN. OF O SO. ('T. BEARING ON
I. CONCRETE SHALL 0E 3,000 PSI MIN. �4 a44a,`
" ,r - SOLIpDANI<(MOREIFREO'D.1' CONC. 2.CONCRETEFORTHRUSTBLOCKINGSIIALL xV``•,` AF4. -
r14 - 3. DRAIN HOLES AND FLANGES SHALL BE CLEAR OF BE KEPT FAIRLY DRY, THUS MAKING THE �. �` Q` •..•••.. 4`/g •ice+
4. FIRE HYDRANT BARREL SHALL BE PLUMB . CONCRETE WEDGE SHAPE MORE EASILY _
NOTE: _
6, ALL MATERIALS USED IN THE POTABLE WATER SYSTEM MUST O[
.. fORMEDWITNTNEWiOESTPART _ _ ��: p,G : d,.;jb ;
ALL MATERIALS USED IN THE POTABLE WATER
NSF61 AND NSF372 CERTIFIED AND MEET THE LATEST FEDERAL
Foll"
(BLOCKING AREAL AGAINST UNDISTURBED.:- eq
Pat
Q : `%? •• ,i '
File
SYSTEM MUST BE NSF61 AND NSF372 CERTIFIED SAFE DRINKING WATER ACT REQUIREMENTS. - .BOIL. ;_� J 1p
HA V ANY BOLTS .� :
AND MEET THE LATEST FEDERAL SAFE DRINKING DISTANCE AS NECESSARY TO SET 3: NO CONCRETES tt COVER m
WATER ACT REQUIREMENTS. BLOW -OFF IN AN AREA WHICH WILL OR(DMos. "' A ��
POSITIVE DRAINAGE - FASTEN BRIDLE RODS TO FITTING M'S.S. BRIDLE RODS SHALL BE 4. ALL FITTING AND ACCESSORIES TO BE k _ �N lJJ \�: a r�
/ALLOW FOR OS FLANGE USING VVIURNEDEYEBOLTe WELDED TO THE ENCASEMENT PIPE, WRAPPED WITII to MIL POLYETHYLENE '�T X41 H i to N G "`•
WELD AREAS SHALL BE PAINTED WITH I : 1 ••y Y(, ,`,
COAT HYDRANT SONNET AND NOZZLE CAPS
1 PRIOR
UMEOF THPOURING
UST BLOCKING. ,
Ni PAINT 2COATS OF 0ITUMINOUS OnSE PLANT. S. VOLUME OF THRUST BLOCKING SHALL BE - . •`Q' :' �'�
I WI ALERT REFLECTIVE FIRE HYDRA I C-
PAVEMENTOR SILVER MODEL 614.10 GTAINLESS STEEL SPACERS AS SHOWN ON THE THRUST BLOCKING .1L'�.f11�fu1�I ,.,. I�'�1I�I�-�/u wiAf� �da�•..•v \�v •�` \
FINISHED GRADE -r SCHEOULE. �IN .. Ulf- y,C+A4 p,\ •,n
SEE VALVE BO% 4'MIN. ]N �^ CONCRETE BLOCKING' L _I
TAMPED BACI<FILL INSTAtLAT10N - -
. BRICK MA90rvltYd GROIUT v( - MIN.' : .'::,. I-6-AUN� •��a!)Flli T1 �`t11•. O
PAVEMENT OR - _ : ,R
_ IIGI STONE FILL PUMPING d HOSE CONNECTIONS
FINISHED GRADE SIB, TYPE 3D4 STAINLESS STEEL -- VALVE- - LOUAL TO COUNTY STANDARD
1 _ _
THREADED RODS ge 4 CAN - 6P EXIST. WATER MAIN 4 -
TAMPED THREADED COUPLING BREAK RING TO BE SET WITlIIN2'9' f IR._fiT tR •I� m
pACKFILt I OF FINISHED GRADE
I' I --"• YBRASS NIPPLE FINISHED GRADE ''L
2, Gv OR 0.1. _� VALVE BOX 1 •.? �. X41
GATE VALVE TO Be SAME .SEE VALVE BOX _ _
INSTALLATION 4'MIN D.I. PIPE
ATEVALVABMAINAME - I CONCRETE BLOCKING (=II I-i I -I I- I=I I-�I IIYORANT TEE - itI +oi UNDISTURBED
DIAMETER ill�1T SOIL(TYP)
• i i); IT III -I I -I I ((-I I WATERLINE SIZE VARIES I!•-
_ II
2'BRAS$NIPPLE MIN. IIJ C.V. AT J000 P.B.A..
. �i- VALVE -CONCRETERIRUST OR 0,1. ! OUR n5 ). -III_ I11 - 'BEE PLANS 1- }
TAMPED BACHFILL BOX COLLAR (MIN. SPIN LENGTH) SPECIFIED r1+Il�-+�J1 TAPPING SLEEVE. - IIIT PLAN BENDS PLAN TEES
F- TAMPED THREADED COUPLING M.J. CAP WI 4� .. -
-__. -n• .... -.PLAN
DOACHFIIt-
R'THREAOEDBRASSOR - 2' THREADED TAP : _ '/-
\\\ 8431 CONCRETE THRUST BLOCK WITH VALVE BO%� f0'MIN.•10'OdLESS 1"�1 YMIN. -•- TORASS PIPE .�:.\ J STAINLESS STEEL SPACERS 24•MIN. 12"O a GREATER
.' .. DI PIPE OR D.1. 1B•
O.I. PIPE CONCRETE BLOCKING - IMIN. ITINLENWIFF - CONCRETE THRUST BLOCK NEW WATER MAIN �_ q5'- MIN. 1^r',
MIN. 113 C.V. AT JD00 real. PAY ITEM NOTES: 120' 120•.. I � - 1�••�
INCLUDES ALL ITEMS - GATE vntvE _ 7. CARRIER PIPE SHALL BE D.I.P. UNLESS EXPRESSLY
61S'TYPE J095TNNLESS STEM - VALVE SHALL BE PLACED ON THE APPROVED BY THE COUNTY. -
RUST THREAO[0 RODS(MIN, 4 EA.) FILL WATER MAIN SIDE OF ROAD DITCH - 2, STAINLESS STEEL SPACERS SHALL BE USED. NO CARRIER PIPE
.0.-m Ei -
CONCRETETH #67 STONE rTI� [` pp�� [^[` p� �/ ,. r. 'o'-
COLLAR T THREADED BRASS OR 01 HC.F. MIN.) TAPPING SLEEVE & VALVE ASSEMBLY TIMBER SKIDS ARE ALLOWED. W '
03
PIPE (IT IN LENGTH) . E T BLOW -OFF ASSEMBLY TYPE 30.1 S.B. THREADED RODS
I�-BMIN.-�-I MJ CAP WIZ TAP PERMAN N
HYDRANT LEG TO DIP. MIIJ.2 En. PER SEGMENT 3. TWO SPACERS PER JOINT SHALL BE USED FOR D.I.P. (n','] -
NOTTOSULE t (�
CARRIER PIPE:
NOT TO SCALE OR 120' -r fF��1
Pnv ITEM - 'Anon GHP' RINGS OR USED
DAC A. THREE SPACERS PER JOINT SHALL BE USED FOR STEEL ENCASEMENT PIPE I••�I
INCLUDES MIN ALL ITEMS E%CEPT PAYSEM ,B GRIP RINGS MAY DE USEOAT PVC CARRIER PIPE. SECTION CONFORMING TO ASTM SECTION X-X PLAN BELEV. - -
MAINLINEVALVE FIRE HYDRANT ASSEMBLY INCLUDES JOINTS IN LIEU OF THREADED FOOD '.I
NOTES: ALL ITEMS EXCEPT MAIN LINE TEE 6. ENCASED BORES ALONG COLLECTION AND ABITUMINA252A1GRADEz BENDS8TEES PLUGS-
' - I) THE TOP OF THE BLOW -Off STANDPIPE SHALL BE. NO SYSTEMS SHALL NOT REQUIRE BRIDLE ROBS. ANDADITUMINOUS COATING ON
BLOW -OFF ASSEMBLY MORE THAN 4_B BELOW GRADE. NOTES: Ed2EA. 3:» S.S. BRIDLE RODS SHALL BE REQUIRED ON THE OUTSIDE.
TEMPORARY z stow-oFFs SHALL BE LOCATED IN AREAS w"tcH WILL
FIRE HYDRANT ASSEMBLY I. TAPPING SLEEVE SHALL BE FABRICATED OF TYPE 304 ALL LINES 8'B AND SMALLER, 4 EA, %' S,S, BRIDLE
NOT TO SCALE ALLOW FOR POSITIVE DRAINAGE P WHEN UTILIZED.
3) ALL MATERIALS USED IN THE POTABLE WATER SYSTEM 14UST - - EX 31I SS, AND PROVIDE I SCUM SEAL AROUND ROBS SHALL 0E REQUIRED ON ALL LINES 10"0 AND
BE NSF61 AND NSF372 CERTIFIED AND MEET THE LATEST NOT TO SCALE EXISTING PIPE WITH FULL CIRCUMFERENTIAL GASKET. LARGER. -
FEDERAL SAFE DRINKING WATER AC REQUIREMENTS, 0.
2. TAPPING SLEEVE SHALL BE JCM 432, MUELLER H•304, 7. CARRIER PIPE SHALL 0E INSTALLED USING'FIELO 61 IV or IF For
_ OK' GASKETS OR APPROVED EQUAL,
we IF W IV
e HYDRANTS INSTALLED ON EXISTING 6" WATER MAINS, MUST BE INSTALLED USING A G"X6" FORD FTSS, ROMAC SIT III OR APPROVED EQUAL, L
FIRE IF art Ia. fe IF
TEE CUT INTO THE EXISTING WATER MAIN, FIRE HYDRANTS INSTALLED ON EXISTING WATER 3, ALL MATERIALS USED IN THE POTABLE WATER SYSTEM
MAINS LARGER THAN 6", CAN BE INSTALLED USING A TAPPING SLEEVE AND VALVE ON THE MUST BE NSF61 AND NSF372 CERTIFIED AND MEET THE -
EXISTING WATER MAIN, LATEST FEDERAL SAFE DRINKING WATER ACT 14,
REQUIREMENTS. STANDARD BORE ENCASEMENT
IF I
NOT TO SCALE
r, H �
�r W
WXTo C\2 l
W id
C
V H
7 U) CAF
�7
EH IF
. I-l'dell� z w
THRUST BLOCK DETAIL H Z
NOT TO SCALE UF Pool
Name Dale '-"'� Nnmo Data Nnmo Dole -"ti Nnmo Data ,. Name Dale- - : Q o -'
Im
WATER PAGE DiewnB: / , WATER PAGE DrawnB. S PAGE , Dm a0: \PAGE
/ / WATER / WATER Ull: PAGE Brawn eY: i PAGE/' :ChoaxatlB: JOHNSTON COUNTY I��i: BARD DETAIL ChocxotlA: JOHNSTON COUNTY !; 9/1''`T� :'Chocxaa0. JOHNSTON COUNTY r• / CnecXnuB: JOHNSTON COUNTY L WATER e WJOHNSTON COUNTY S BARD DETAIL STAN �( LId)''; STANDARD DETAIL !! STANDARD DETAIL -� ChocxaJB: - JOHNSTON COUNTY / WATERTAN v 2 Ino / A Nevade : I', • a STANDARD DETAIL S I aon4mnmalraawOnH. mvadB: DornamvnalPaNca O
I�,A rovaE a ent Blow Ulf .. 5 A r OaPnrXno lnl Pue eV Las I, �J '.1 A rovadB: on nl of Publw U"cll4n ; J '
j, Permn 1, - FirD tl dram h.\- Ta in SlBove and .T6mare Blow Ott , t .. A r.o.6n+xzm Y scold': P"rlro my zxasul% PP g 6 I',.! STANDARD DETAIL8
ow2203 `. D ry smmc sw e.• scolmvnP.O. Box 228J N,n „•„P Standard Bore '.scams. nro eov 2zaJ 1�'.A. n Pn 6a.2mJ ` ' r: o0P.o. •en ; . 1 r ASsembl` L rror'„�ry' Volvo Assomblk saal a r nNc nvi ` AssemDly sm ulna Nc asntl Y I smn4mm.NC I.... ' Assembly smubnom Nc ncn. �Y S"ml a NC 275ii 1 Enc enf e . 2]s `�- ..ew :::five loan Dam Intl. Rov. -Drool non unto Intl. ^.--_, : _ .- Rav 'Do6cH non Ontoml. . R -___ Iml. =- �G` . `: W "
.1_._.- _.__._._ _..._.._. .__.. -_-- -__. __-__-- _... _.___.. . ___._ Rev. D III Dalo Intl. RbJ Oosrnlnri Onlc Intl. co
_--_- ___-_ - to
7 _..... - ... !�1
IN
.:
.. AT 45' BEND. = ,]1
CONCRETE THRUST BLOCK r
-.. SEE THRUST BLOCK DETAIL -
FOR DIMENSIONS OFSLOCK. j i I_f e : 34 MIN. -
THRUST COLLARTE - �y[''j�•:xfxoffo
Let
iP MAX.
Inefl/ ALL P'
`(J ALL PIPE SEDIMENTS LESS THAN It I
O
fir
IF
or
W
in
IV
26-
fir
- IRON PIPE CENTERED
MIN• 4 EA. UNDERSTDRMDRnIN -i -- CONCRETE PROTECTOR RING
IF TOP OF PIPE Is NOTEP. MAY OE USED FOR VALVE BOX EXTENSIOIJS. :
' WItHIN3FEET OF 12 MAIN.
BOTTOM OF STORM PIPE IZ4'IN NCOOT now) - Z. VALVE BOX SIf0UL0 NOT CONTACT WATER MMN NOT TO SCALE
1. C RAN - OR VALVE.
HARNESS RESTRAINT DETAIL }. 3.LONCRETVED AEAS. RING SHALL BE US[DI&
AIL UNPAVED MEAS.
'A. ALL MATERIALS USED IN THE POTABLE WATERI IF
-
NOT TO SCALE SYSTEM MUST BE NSr6l AND NSF372 CERTIFIED
NO, 5] WASHED STONE "I AND MEET THE LATEST FEDERAL SAFE GRINNING `1r •L.]
t o'MIN D.I.P. OR I� to -MIN DI.P. DRll. I WATER ACT REQUIREMENTS. _ �
NOT TO SCALE HOPEFUSEDPIPE ROPE FUSED PIPE
a z
VALVE AND VALVE BOX INSTALLATION
THRUST COLLAR INSTALLATION STORM SEWER CROSSING DETAILS NOT TO SCALE
NOT TO SCALE H
NOT TO SCALE WAMI
Name I Onto F E�1
Name Data .'� PAGE
Nome Dalo Name Data � i \ Nome Oalo "-
-� � LPAGC choot STANDARD PAGE Omvnl ll: Orown8.
Noma Oom -\ 'PAGE DrowaB : WATER PAGE Orawn0 :.. l --'.
WATER JOHNSTON COUNTY DrawnS JOHNSTON COUNTY \ WATER Chocxoae: JOHNSTON COUNTY %/i L WATER DETAIL C�e: `�.��, WATER PAGE CM1ecxoaB: JOHNSTON COUNTY. '.. f \ WATER i
DrawnB. CM1ackotlB. i'U j Ioo _- JOHNSTON COUNTY / STANDARD DETAIL ,i 12 �� �,�.,�T ;I
f �• �''�. 9 vnd.0. Dan o1PubNuu'rnv -1 STANDARD DETAIL A vaa6: oonmlmnmolrvarurn Storm vad6: STANDARD DETAIL u�Eilany. STANDARD DETAIL 14 F-I
'. Checked 0: JOHNSTON COUNTY 7' STANDARD DETAIL A iovotlB: anonnmom of i'ubfwulX'nnn I A ra Fnmml :I - „/: 1 P.o. no. n6> Anro armament of Puaocu uv. 13 F q rovatl0. oonnn nom Pl rumkVr 4• �
" ro r ('
�""" I r' r. a \- Volvo and Valve Sala:- . Concrete Protector Rin
I" oroenmam Pln,bcU kn ';I/.' '1 % - _'� Thrust l., sole: v) : -Jr' _
rrvotle. - , k - Critical Bend Redding. SCALD:: ro Bo. xxm cwr Saala;, .-. P.D. Box xz66
�, °"" %. Restraint Harness ..,, s, I,ml4, uc nsn '�\�. Crossing saala; .o. or, xxaJ +zzaJ 1L;,\ P noon
g
BMInfaH. NL ti6)i ` Installation BnnlnlinH,Nt 2i5ii .10`1.- __... _ Sr Nnrnla NC xi5i> ..m r nJ.Nt nsn
smuoes ec2ns> }` and Blocking Details " �v•� _ .. Ino. �,,,4iiIF.. Rav: "oosarinon Onto mn. _._ _ .. .Rav:: Ouanl non Dom Intl. Box -Ray. .Oocrrl lmn one Inn.
S o vi
} roa D4t4 Iml."`y I Rov .Dnul Ian onln _ ImL Rev. :Da rrl non Dom _ -_._ -� -_ 11141
.
hot. DoVeri ... ___. ... _-..._ .__... _. -.
- _ .. _.. .._. �.. _ yam_
' I4 L POLY TUBING. BRASS NIPPLE.I ell
0/4D.ORIIn 3"(TYPICAL). �{ fr'�F•'.i',
LID SHALL BE LABELED"ATER METER, MD BRASS PLUG
SI IALL BE 'AMR" TYPE WITH METAL FLIP -UP LID AND 2'LIOLE -
FINISHEDGRADE
eme: BRASS OR 0.1. NIPPLE
1. ALL TAPS TANO SMALLER SHALL BE MADE WITHTAPPING SADDLE. •.F"% 12" :}
ALL TAPS LARGER THAN 2' SHALL BE MADE WITH TAPPING SLEEVE O r, Ir�l
AND VALVE. NO DIRECT TAPS SHALL BE MADE -III- I I -III_
2. ALL MATERIALS USED IN THE POTABLE WATER SYSTEM MUST I- NOTES
RE NSF61 AND NSF372 CERTIFIED AND MEET THE LATEST 1, TAPS MADE ON EXISTING PVC OR DUCTILE IRON SHALL - FEDERAL SAFE DRINKING WATER ACT REOUIREMENTS -I I METER (US GAL.) III
BE MADE USING A TAPPING SADDLE. 4:
•�'
2. ALL MATERIALS USED IN THE POTABLE WATER SYSTEM
s••10• MIN. MUST BE NSF61 AND NSF372 CERTIFIED AND MEET -
- THE LATEST FEDERAL SAFE DRINKING WATER ACT
- MIN. 4•wASHED STONE REQUIREMENTS.
NOTE: PIPE SHALL DE BEDDED UP TO TAPPING SADDLE SHALL BE BRASS OR BRONZE FOR•CC' LOCK TYPE ANGLE DUAL 3, UNIT SERVED SF IALL BE PERMANENTLY MARKED ON -
THREADSWITHDOUBLESTRAPS, FORD Si MUELLER 20, MIN. METER STOP CHECKVALVE BLOCK SUPPORT OR _
SPRING LINE AND MINIMUM 4' BELOW - Sam OR APPROVED EQUAL. ((��yy•,,�� STONE AT NEEDED VISIBLE SURFACE ON THE INSIDE OF EACH BOX.
BOTTOM OF PIPE WHEN WET AREAS ARE CL I'f'JJ; 2''4'TVP. (CANNOT E%TEND MORE
. ENCOUNTERED, TAPPING SLEEVE SHALL BE BRASS OR 'ISO SIS THAN I - INTO BOX) BRASS OR D,t. NIPPLE
HANDPLAC50 BRONZE FOR'CC'THREAOS, FORD Sent, 7, � L-0 C�pp 11
It
-� Be �•-Y4
' DENSELY COMPACTED MUELLER 11414, JCM 403 OR APPROVED 'OR I' CLASS 200 ® ^ 11 F'% 6"�7YPICAL)
_ _ _ _____ ___ _ F-OUAL FOR SOR.24 PVD
1` BACKFILL TO 1 FT. - _ _ - _ - rtt POLYETHYLENE WATER RESILIENT SEAT GATE
'NOTES: (V1 1 .ABOVE TOP OF PIPE-,{�m-__ _ _ to I, UNDISTURBED EARTH -F% IF SERVICE LINE VALVEWe2•' OPERATING
t: VALVE MARKERS SHALL BE7OR�"IMI In _ �`•- ELECTRONIC MARKER BALLS AT 100014 _
PLACED AT RNJ. M �PS Fit CENTERd AT BENDS, MARKER BALLS SHALL WIDE BODY OR NUT AND VALVE BOX
2AETTERS'le SHALL FACE V 'CAST IN CONC.d '_ "O 0I'- BE INSTALLED AT 11R TO 2• BEEP, OOUBL[STRAP SADDLE
IOWMOSVALVE. n pEODED PIPE WATER3, MARKERSHALLHAVEBRA55 PAINTEDSLACK -- NOTE! MARKER BALLS SHALL BE INSTALLED /
OR BRONZE SHALL
LL HAVE
BRASS FINISHED GRADE III
- CONCURRENTLY WITH PIPE, MARKER CLASS 200 SERVICE LINETO HOME
(o rtt SHAPED SUBGRAOE _ `_ BALLS SF [ALL NOT BE INSTALLED AFTER POLYETHYLENE MUELLERETER NOKE S-1404-E COPPERSETTER
OR SIDE, - Wrp - SHALL PROVIDE BEARING - TRENCH HAS BEEN COMPLETELY MUFORDN .Vil 09�2, - MAIN
4, CONTRACTOR SMALL STAMP ^ I AEA.•rya REBAR .ALONG ENTIRE LENGTH _ IP m BACKFILLEO. - FORD NO. VH•]2-]W METER YOKE COMPLETE WITH 3o0 PSI 2" POLY TUBING
DISTANCE TO CENTER OF H EA, CORNER) OF PIPE DARREL `\\
tit PIPE D.O. - CORPORATION STOP SHALL DC OR APPROVED EOVAL FOR DUAL PURPOSE FITTINGS CORP. STOP
VALVE INTO EMBED, BRONZE WITH•CC- THREADS ;;'SERVICE CORPORATION STOP
S. BLOW -OFF ASSEMBLY SHALL AND RATED 30D PSI, MUELLER -
INCLUDE I EA. MARKER WI SQUARE MARKER 24' • O.O. MAX. 0.25000. FORD FB-1000 Ne OR I ' - REVISIONS: "
' POOP OR•MW CAST. � �� WITH BEVELED CORNERS � IT•DID. MIN, APPROVED EQUAL WATER MAIN :: BRASS NIPPLE(MALLEABLE)
-NOTE:--.Q�.I ,�F„X s»(TYPICAL) I 2�1�
NOTE:
2
WATER MAINS DID AND SMALLER SHALL i. CONTRACTORAWAY F OMBUS ES Box INNON
THATTRAFFIC AREA
OULDCOVER ITOUTSIOE FENCED MEAS•
HAVE MINIMUM OF 3 COVER. WL HAVE
°'��'
MAINS LARGER THAN O'O SHALL NAVE A' AND AC FEET
ER BOX HALL BE BUSHES TREES THAT COULD COVER BOX BRASS TEE(MALLEax: "F
• MINIMUM OF Sol COVER,, P.V.C. PIPE 2, PLASTIC METER BOX SHALL BE CENTURYam19.ND501200, OR APPROVED EQUAL 3/4" OR i• % "Fax: 'F (TYPICAL)
DUCTILE IRON PIPE 3. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX. .
DETAIL (CLASSSOCEMENTLINED) (CLASS 200) 4. METER YOKE TO MUELLER No.H-140I FORD No. V1111.72-]WI I OR APPROVED EQUAL.
VALVE MARKER 6, METER TO MEET AWWA C-ODfi STOS, AND SPECS,
- CONDITION - NOTE: ALL TAPSTODE MADE ON TOP QUARTEROF MAIN. O. METER TO BE PROVIDED AND SET BY JOHNSTON COUNTY. METER WILL NOT LIE INSTALLED IF,
NOT TO SCALE
PIPE LAYING -- THE THE SETTER IS NOT CENTERED IN THE BOX, THE SETTER IIAS BEEN PULLED UP ON ONE
NOT tO SCALE Be THE SETTER IS LAYING ON IT'S SIDE, THE SETTER IS TO CLOSE TO THE BOX LID, TILE BOX IS SIZE "F•(I.D.) NUMBER OF METERED
STANDARD WATER TAP
DETAIL BELOW GRADE OR BROKEN, THE CUSTOMERS SERVICE LINE IS NOT HOOKED TO THC UNION SERVICE TAP SIZE SEVICES ALLOWED SCALE:
7'
/-All V A AP IF THE314 GATE VALVE HAS NOT BEEN INSTALLED WITHIN 12 INCHES OF TILE METER BOX. FROM MAIN 3 4 11 SCALIE:
IiOT TO SCALE 7. ALL MATERIALS USED IN T14E POTABLE WATER SYSTEM MUST BE NSFG I AND NSF372 CERTIFIEDit
AND MEET THE LATEST FEDERAL SAFE DRINKING WATER ACT REOUIRENENTD. 2' 5-16 5-8 -
0. SERVICE LINE TO HOME MUST PASS PLUMBING INSPECTION PRIOR TO SETTING METER, D 1 1 2 4 2
3/4 1 NSA
DRAWN
3/4" & 1" WATER METER SERVICE DETAIL SEE DETAIL FOR STANDARD DWBBY:
-
Not TO SCALE WATER SERVICE INSTALLATION
Namn Den _....,�
DATA:
. Namn OMo Name Unlc :.....� PAGE- Jmw,B y'' WATER PAGE Noma Dom 1 PAGE
Noma oats - �'.� WATER PAGE Drawnu : COUNTY ,.. _'I WATER - i \ DmwnB : % ', WATER
PAGE I) Blown B .. .IlocxeJO :. JOHNSTON COUNTY �Ic ) ��Kry
/ STON COUNTY $N/ `T� RD DETAIL :: chaaaa By: JOHNSTON COUN I 1 STANDARD DETAIL (. STANDARD DETAIL 0 2 201
Browne: ` JOHN^ `�': STANDARD /'� I m
,� , TON COUNTY
'�`�.. 'I 21 Chocxotl0: JOHNS ! ,
«cnocxoas .. .) can +��' STANDARD DETAIL '20 L foveae: o4nnnm4n mrna cu' 4> i; Dee: aomm�"anNr>,m'nu-- - /J ..yy
\ WATER NIA. II :. :;.A nmvaae: Donnnmamarvnku - 4 r I y.. '"and l" A rov 'f ,I A OGANG '�� 3/G /
Chacxoee. JOHNSTON COUNTY avoe.0: n IPublku • 1. PI eLDYing 17 \.?A ,mm `''
( '. n r P r.o.6a. zxaa Standard Water Tap " 9coia: Po,o 2 \r�4 extra in r,o. flax axnJ L'.� un+ ! STAND R
J '+ STANDARD DETAIL 15 ro4n�noma I ,.
I;A ravotl0. anVonmamof PublkVTbn Srnla:- Po. era R36]i 9colo: J�11n Snr rw Millbrae -
I' •, a Bf Service
C n5]i
r.a. Box xma -Valve Marker "1 smnnrnle, NO vsn ,; J Condition od He
zi6n,,� i rI1, Nc vm7�„ W Ier Meter S scma: i♦� �,/3' METERASSEMBLY
sW10. : _... ` ,.
.._ _. SmaMInIJ, NC nsn \�. 'V��J Onm Intl, _ .. _.___ "__ _-__ _._ _ -
'.Y`nr:y`.. } Rev. :.Oeccr flan "'^ Raw ...0. 1 n Dno Init '_ Y :.Dour Inn Onln AIL __._ -... _ .. ^ `
' RaceDescription Onla toll. ._.._-____ __.. _____ ___ `T .
__._.. -, -,::. _. link 0 Inn Dnln I - ..
- - --- PROJECT '0
J-6folo
I.
- SHEET
OF__..__
I
IN. Fee Feel I or
-IF
._-. �� -
-- Feel � I ", I COLLARE( ,000 P SSI.)-
n
ANCHOR "C O.I.P.
_ 03 REDAR 10'
RING .: MAIN I I 1-I I i-1 11-I 11-1 1=II IFII-I (I -III 12' IN.
(I PIRA" IN NCDOT CLEARANCE WI Ty ,-
FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS "i'., 1.I i q; •;.•'' 2• 4•
f0'SHALL REOUIRERODDING ,SECTION 1-1II--1
N•5,5. THRSnoOD RODS CONCRETE THRUST BLOCK REINFORCING RESTRAINED FLANGE ADAPTER
AT BO'BEND. "UNIFLANGE"OR EQUAL PROPOSED WATER MAIN I; I}I (111_I VALVE 00%COVER.. I�r
I.. SEE SEETHRUST BLOCK DETAIL M3 ACCESSORY KIT I fINI511EDGItAOE (-ity"L .
FOR DIMENSIONS OF BLOCK, NOTE: IN PAVED AREA 1X' 1- IN UNIFIEDGRAOE
IN UIJPgVEO AREA 24'
ARS
ROD REQUIREMENTS 204 T m•MAws•uND] BAR
IN
UNDISTURBED BARSP ACEOIP MAINS SHOW .0 BARS
SIZEOF45•BEND- STATIC TIRUSTIN POUNDS NUMBER OF RODS REQUIRED SOIL-X DARSPLACEOASSHOWN 'FIELD LOK"GASKET EXISTING SEWER ' BASE COURSE - '
\ CONCRETE THRUST OR EQUAL B MIN _ _ -IF, CONCRETE
\\ COLIAR(3,000 P.S,I.f y RINGPROTOR I'
0 4.320 2 II I I-i M=) fill -III-III-III=111C TAMPED BnCNfILI _./..__ _ _ _ _ RI VALVE BOX
___
RING
. 'B, .7.604 z ,:`:; •:ri.: DIP BELL DIP PE NOTE, -_ -
12' 17,d11 4 - ANCHOR � (I • MAN TRENCII WALL � ) � ) WATER LINE SHALL BE DUCTILE IRON PIPE -_
Delp.ATALL AREAS WHERE MIN I2'CLEARANCE le,l _ O
IS' 30,]]9 - 6 TRENCH •' ,- TAMPEOBACKFILL ONE
ENTERMAINTAD O. INSTALL M LEAST _ - TAMPEDCANN-
40,091 8 WALL 1.:''I : ONE JOINT CENTERED OVER STORM DRAIN. _ WATER MAIN --.� B�,'' VALVEACNFILL
20• .. , .. III -I NOTE:
24' fi9,2G2 16 - "^ TT _III=111 flooloolooloo'- -•- STORM PIPE 0.0. • 3' �- _ _ _ PROTECTOR RING SHALL BE
___
PLAN UNDISTURBED - EXISTING STORM PIPE TAMPED SACKFUL J BLOCKING 3,000 P,S.I, CONCRETE..
SECTION
SOIL 3/4" THREADED TYPE 304 PROPOSED WATER MAIN :I
GENERAL NOTES OR TYPE 316 SS, RODS I EA. JOINT or DUCTILE -
1. RODS AND NUTS SHALL BE OF TYPE 304 OR TYPE 316 STAINLESS STEEL.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENOS OF MECHANICAL JOINT BENDS.PIPEOPFI VERTICAL BEND HOODING 24
AND BLOCKING DETAIL
SCHEDULE
nalE nmU6TCMtM
n
r OIU
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