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N�CDOT CLASS B 1 4- 4 (COMPACTED SUBGRADE - PREPARE I 4 4
•—! 1 4 THICK IN ACCORDANCE Wlili GEOTECHNIGAC Y. ` •- 25 WIDE UNDISTURBED BUFFER - -•` •
I I / / / ! - " \ \ \ \
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C-1 Overall Site Plan I I , -2 Street A Plan and Profile 9A ! ? ' °~ .- -= " -�- � ` - --- - -- __ _ - - -- - -%
Level er Details 84,655 S.F. I -' J \ _ 1-, `--- r - - - - -,_ _ -_ /
C�� Le>�ei r�i� 1.94 Ac. 1 - - -. �. - _ __ - _ _ _ r i j 11 1-1
C -4 Erosion and Sedimentation C ®t l PI _ -
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V `V Utility Details ® s / / i / _ r ice,!! jllr- _ -_ - \ \ \. r� mil/ II r'f i t / r r r �' �, 11
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C--7 Utility Details ,� 1 - - \ \ / / / / ,
Street "All' Cross Sections / �'i-'� \ \ /i /ie /��' \1 // /� / // J j / ! // / / '
111 / - , r a -� / / / /
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INV. IN 215.02
INV. OUT 214.8 \ a+ / /
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CURV'_ TABLE
CURVE
LENGTH
RADIUS
DELTA
NGENT
CHORD DIRECTION
CHORD LENGTH
C1
76.91
100.00
44'03'55"
?0.47
N31- 13'30 "W
75.03
C2
36.35
100.00
20 °49'46"
18.38
N63'40'20 "W
36.15
—
_
SCALE: 1 " = 50'
/ 0 50 100 125 150
i
True Line SurVeying,
P05 West
o • Carolina
Contact. Curk Lane, PL
ll DELL
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w REPORT. - - - - - - - - - - - - - - STREET CROSS SECTION NOT TO SCALE 0
04 POND:
C4
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Index : P . ONV M 0 ERCY FLOWERS a- t2 42 STORE W 0
Overall Site'Plan V) C-4
�POND 9A C-2� Street YFA Plan and Profile 84.655 S.F. - - - - - - - - - - - C5
z 1.94 Ad. C� 3 Level Spreader Detal' -4 Ero C sion and Sedimentation Control Plan 10 C-5 Erosion and Sedimentation Control Notes and Details I Ire V, C-6 Utility Vetail I ILn C-7 utility Details 2 Ni V ... b CS. 1, Stre et "A Cross Sections True Line Surveying,,P. C. Aa r. ranch A;" 7 & 205 West main St. Clay rth Carolina 27520 7-, a4 ItOn No
919.359.0427 (0 DRIVEWAY CROSSING f WILL REQUIRE DWR Curk Lane, PLS /DWQ Contact- PERMIT REVISION. DO NOT CROSS WITHOUT PERMIT. /7 -"(FLOWERS _5M, Z -OUTFALLY N 40 Owne evqZO7 er-
TPP'±225.22 r1D
INY.-OUT 214. ,INV. IN _215.& wers A 'I I I I I f I Ij I& J Flo Fin C. 9 4880 NC.42 East Claytpn, NC 27520 II7- Liz: Phone: [phone] S CA / / / ISERV' S WA4, Contact:., Jordan or Josh -43 IA It%
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CURVE' TABLE
CURVE
LENGTH
I RADIUS
DELTA
TkNGENT
CHORD DIREC11ON
CHORD LENGTH
C1
76.91
100.00
44*03'55"
0.47
N31'13'30"W
75.03
C2
36.35
100.00
1 20*49'46"
1 3.38
1 N63*40'20"W
36.15
V1 0_z
....... 10-7-13
SCALE: 1 50' a E�j I �n n 16r) i i rn
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25 4 ST 12 +`78.36 \ \ \ \ ` \ \ \ i i_ / i ; / 1
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85 L�8 jSDR 35 Jam` 1 i. <. ,CA EI_EV.`252.4 \ \ \ t 1 1.
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1 SERVICES SHALL TAP PROPOSED LINE.
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THE OTHERLL

RIM DELL
NN ELEMENTARY �LOCATION
SCHOOL
J
SKETCH L0
Notification of Land Resources Sediment and Erosion Control Self Inspection Program: NOT TO SCALE
V
.;vities :1,4
The Sedimentation Pollution Control Act was amended in 2006 to require persons responsible for land disturbing act,-
NOT TO SCALE inspect a project after each phase of the project to make sure that the approved erosion and sedimentation contr�:�] plan is
i t-- J
s took effect October 1, 2010. The self inspec" .1 / J X
being followed. Rules detailing the documentationof these inspection -ion Z
p ogram is seperate from the weekly self monitoring program of the NPDES Stormwater Permit for Construction Aci�*Ies. . ......
r
The focus of the self inspection report is the installation and maintenance of erosion and sedimentation control mecisures ..... ..... V) V)
z
0
according tot he approved plan. The inspections must be conducted after each phase of the project, continued ur(�'I
-!on 25' VVIDE ONUSTURBED BUFFER
permanent ground cover is established in accordance with NCGS 113A-54.1 and 15A NCAC 4B.0131. The Self lnspec.,,'�', 1�, 'NN
IN.
sedimentation new.htm[ . If you
Report Form is available as an Excel spreadsheet from http: ZLwww. dlr.enr. state.n c.us /pages L
7�
hove any questions or cannot access the form, please contact NCDENR at 919.791.4200.
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ERCY FLOWERS t2
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EROSION LEGEND
2" 3" COARSE, SILT FENCE
IJ J'il
A GGREGA TE
6 1"" SILT FENCE OUTLET
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.. ........
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CONSTRUCTION SPECIFICA 77ONS.-
X"
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETA TION, RCOTS, AND 07-HER CONSTRUCTION ENTRANCE
Z
7
OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT
PERMANENT SE8DING
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSION-11� SHOWN ON THE PLANS, AND SMOOTH T T TRAP 0,� 0 THER SUI TA BL E
j. pRoVIDE. DRAINAGE To CARRY WATER TO A SEDIMEN
CONCRETE TRUCK WASH-OUT:
-LET
OU7
HEY IMPROVE STABILITY THE FOUNDA TION IN 4. USE GEOTEXTILE FABRICS BECAUSE T
If
L OCA 77ONS SUBJECT TO SEEPAGE OR HIGH WA TER TABLE
Ir TEMPORARY DIVERSION
TD
M
MAINTENANCE. W/EXCELSIOR MAT`nNG
SEDIMENT FROM
ENT MUD 0,:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREV
f
MAY REQUIRE PERIODIC TOPDRESSING WITH
TOTAL AREA DISTURBED 1.45 Ac.
LEA V
ING THE CONS7RUCTION SITE THIS
2—INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURC7 USED TO TRAP"-
4!' CLASS B CONCRETE
ERIALS SPILLED, WASHED, OR TTACKED, ONTO P
MA T
IMMEDIA TEL Y REMO, VE ALL OBJECTIONABLE SEDIMENT AND CLEAN IT OUT AS NECESSARY
DITCH LINER
x 6`01LAtS A;,RIO'11��kAP--` I-Orl- ±225.22, NATE
OUTLE
6IJ rFa tj
UBLIC ROAD YS.
T PAD 9! IN'
DEPTH DRIVE LOCAT16NS W/OWNER
-Z
OVER Ml�AFI 14C
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SKIMMER SEDIMENT BASIN
OUTLt TRUC 1 75 x 38 SERV�
LONG EEP
/CONS
<
t
—R W
f?IP WEI R PF 'IN,
�V,, DEEP, CLA S-B
R
/SKIMMER I SEI IMENT BASIN W/A' I - 5 1
BM
P 2 X
3. BAFFLES, ND ','A 15' WIDE,� 0.
AP, A
-'SHALC' DEW TERI'
R DETAIL 113
— ------ IN 4 DATS. CONTRACTOR.
TO RAISE BASINI'AS�
GR AR E 6
'N F 41 4 4,
SILT" �853 S.F/
0,,96 Ac/ CLASS B
FENCEA CONCRETE
4 430-1 SAI F-
O(JTLETr'�' 1 '2 8 F' 27 867 105 F
DITCH LINER
b AC,f 1 9a -Ac, CONCRETE DITCH DETAIL
NOT TO SCALE
<
ir /,J J r
FENP, E --A
SILT
f
1W OUTLET JA
, , - I A�-� 'War
W
All
C13 04 Lt -o
M94 f XMI109T
It �,7
STRAW BALES
41W' 77/
NOT TO SCALE:
IF
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-'S.F
01 ,A15.
AW -1 �4.
L 6
4F 1 - ft-
66-3 - -- — ------
C)
CIL STAKE (TYP)
_74 INV IOU'T �)O�.6 9L I-7
)J)R '35 ?"5% V
f4'
//12
-/'2 6
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110 A41L PLASTIC-
ty,L,) 9
-Aff
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> . . . . . ..... ...
—14'
50 STAPLE (2 PER SALE
SILT FENCE
. .. .. .... 0482 /A,, 088 F. CID
STRAW BALE CY)
10 MIL PLASTIC LINING,'
00
0 1
01
(0
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00
A ETAL STAKE PER SALE
F,
0) 00
Ps T- I
YV I-PC STA/�
7
Ell), -ZITQH'-*
v.. EV to
A 6 IF
LYWOOD PAINTED WHITE C14
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—I'V7% *-2/6' FES )0 BLACK LETTERS 6" TALL
C-4 CONCRETE
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CO
PROUND.,LEVEL,
4-
IWV Y-111, 27 0
LLJ
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t CdNCRETE, 3: 0
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N7 7/
TRILICK CCJVSTRUC77ON SPECIFICATIONS.
1. CONCRETE WASHOUT SIGN SHALL BE INSTALLED NO FURTHER T14AN 25' FROM THE
FA31LITY AND SHALL BE VISIBLE TO ALL CONSTRUC77ON TRAMC..
�7
2. POLYETHYLEWSHEERNG SHALL BE, 10 A41LS FREE 017 HOLE$, It
At 0 KS.
ARS, OR LEA
Y MIAIENANCE:
NOT BE FILLED A40RE THAN 12" FROM THE *TOP BEFORE DISPOSING OF
)VE �E)( F`k�-ILITY SHALL
UJ
COYCRETE. CONCRETE SHALL BE DISPOSED OF W 714E SAME MANNER AS OTHER
110
NCIV-HAZORDOUS MATERIALS FROM THE SITE OR MA Y BE BROKEN UP A NO USED A S
- ----- R11 IN NON SMUC7URAL AREAS.
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. . ....... SCALE: 1 50'
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. I I I �PROJECT DESCRIPTION f streets and utilities for "The Nine" @Flowers � . I � .. I 1. I I I 1, I I I � I 1� I � . . . W I . �
11 � � The q of this project is for construction o I I I I I I 11 . 1. �. 0 , I �
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I I PlanfautTpno.s The project is owned by. J & J Flowers Fin.chi Inc. The site, is currently undeveloped, I � � � I I . I 1.� I I Z I
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I . SILIWAAENOOF . I I � I . 11 � I � �1 I I in 11
I Approximately 1.45 acres will be disturbed during construction. The maximum fill will be 4-6 feet. ARM ASSEMBLY, NOT TO SCALE . I I � I I I . � 1. I I I � � < I
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� � � "C" ENCLOSURE I I I . .
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The t is scheduled to begin construction in October 2013 with project c�)mpletion and final I � I . I I . 11 � . � � � � . .. �
go cn ; I I
. 11 � I . �
izat. � . . stab ,o by December 2013. Ine erosion and sediment control program f�:o�r this project will include . MiRAn ioox OR TREwRA sm5 � I . I I . I I . � I _J !� � �
I the installation of a suitable construction entrance, silt fence, outlet protectlor,, inlet protection, I I FLTEi? aoTH. srcuRE ro POST � 11 � I I I I I I I I I < <
. I � 0 0
� . . I and skimmer basins with temporary seeding of the site. ,� I � . I � - . � . � ,� 11 - �1� I (n . U) V) . . I .1
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. . i� I CONSTRUCT70N SPECIFICATIONS. I % I I r-i t-:
I ADJACENT PROPERTY: 1, I � 8'4f4,r ' I I I I vi X X I
I .
The Riverdell Company owns most land, adjacent to the proposed construction area. I A I 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD OR EXTRA STRENGtH , I I 1 5: 0 9 , , ,
I � I � r
� . . . I . . I . I � . I I I . I � I � I WATER, ENTRY UNIT I SYNTHETIC FILTER FABRICS. I I I I . � I I :. 11 I � I I . I I I . .1 I � . . . W 1 3: 11
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� I .. � .� � I 1 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES r NOT EXCEED 24 . I I
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� I I I � . SOILS I . I . I I I ) 01 FRSA A lfich/yr A Eff � I I . INCHES ABOVE GROUND SURFACE. (HIGHER FENCES MA Y IMPOUND VOLUMES OF I I . n I I I
I I I I � The soil at this site is a sandy clay. � I � I � . I 1. I I I . a I I I
� . I I NOT TO SCALE I � I I I 1 C141 � .
. I � I I I EROSION AND SEDIMENT CONTROL MEASURES . I I . I � 10'.. . . J WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). , . 11 � I I . . I I �
. I �,:t ...... 1!2 J. CONSTRUCT THE FILTER FABRIC FR TO - 6
I .. ... I OM A CONTINUOUS ROLL CUT THE �
I �; I I . All vegetative and structural erosion and sediment control practices shall be C��nstructed and PVC END CAP PVC VENT - ........ . ... *. - :.% ..4 -, � I I I I � C14 1
.11, I I maintained by the contractor according to, these plans and pecifications and the minimum PVC ELBO PIPE SCHEDULE 40 PVC PIPE � ....... ..... ... ....... .... 0 : I LENGTH OF 7HE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, I I �
standards of the Dept. of Environmental Management, Land s . ... :..... , . � I X
. I . � I Quality Section ard Johnston I I � � ��. -,--I 11 . .. .......-o:*:..-1­:.: .... ........ - ... . SECUREL Y FA S TEN THE FIL TER CL 0 TH ONL Y A T A SUPPOR T POS T W1 TH, 4 FEE T . I . I I I I W C'I I I ,�
County. The contractor shall also follow any.6dditional requirements as outlirl=:d by the Project I I I` ... ..... ... . ....... ...: * � 1. - " - #.. . : M n
I I 11 I 1� �.: 1i f'*= � I I 1z �:'l 1 1 0 ... � ... - I - .. . � I I
I I I I � . _��� . "I � t ­ ­JJ1, , . . .., * *** ..... .;.. S.. .. MINIMUM OVERLAP TO THE NEXT POST I ­ I i I :2 0
W . : ,­*v%
�
. .1 Engineer. ' .� I � � � I .1 .. I . I I - I - I I - .-, _L' 1-TI I , , , U. . ' I I I I � I � W I
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� � I I . � . I I I 11� � � I � � I .. 1.11 11 --- I -L- u -,;u .1. Mk'__;��. ­%... 1.1, I
I I . I I . I =4 I I__J I .] i I -11 ri I I Pt 4 , . : - 4. SUPPOR T S TA NDA RD FIL TER FA BRIC B Y WIRE. MESH FA S TENED SECUREL Y TO
1:1, " ,
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� . = � SCHEDULE 40 PVC I 1 R11:41 1 � 1�v __115i'� . .: ..,- TEND THE WIRE MESH SUPPORT TO THE UJ 0 1,
Structural Practices I PIPE -\ 'r. I F;=111=T1T=­fl rill-11. � . (n c4
I - - 1-1-1 := , I -
� I I I _1-`1vT[;'4 - - I 1=1 I [�� 1L. ylll­­;A - "I'll 411.1 BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON . �
-
I 1. Vehicle wheels shall be clean when leaving the site to preve �. R... fl-f ---- (11=_: . 1 I.- . , I
nt the tracking of mud on paved I I ORIFICE PLATE ,I'E,al �T�li TVT -1- -
. 1 7. 1 ­Iz- I - .
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- .
� . . � � � I _�- PVC PIPE � 1 .-7-, - . � fl, "I, - .
" - � I ( ....h::. THE UPSLOPE SIDE OF THE POSTS. EX
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PVC END CAP , �
, � I I I roads 1. I I . FLEABLE HOI.- � 17': 011;=, I I . � �j I 1­ .,� _� 11, THE UPSLOPE SIDE OF THE FENCE POST WRE OR PLASTIC ZIP. 77ES SHOULD
� I 1 2. Gnstruction Road Stabilization: Construction traffic shall be limited to sta'- iiiied areas. At a PVC TEE 1/2' HOLES IN . - . PVC TEE I � � ___��5 � I . I d
� � I I I .. Z
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. I � � � � minimum, a ternporary gravel construction entrance shall be provided as show7, on this . UNDERSIDE I . � . .COMPACTEOnLL . HAVE MINIMUM . 50 POUND TENSILE S TRENG TH. . . .
I I .
I
I
- 1. I . drawing. � I � . � � . I . . I, .1 11 . I I � I � . � I I � I � 11 5. A WIRE MESH SUPPORT FENCE SHALL BE U SPACE OS IS A MAXIMUM, OF I �! �J .
� W I , I I � � . I 11 � I <
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I =h �� I - � I 0 1 1 � � I I I I 1. I � I � 1 0 IZ � 11
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I Ces shall be provided where shown and as needed on the site plan. These �101­ � 1 8 FEET APART SUPPORT POSTS SHOULD BE DRIVEN SECUREL Y INTO, THE I .
1 3. Silt Fence: Silt fen. � tl_=a I � . I . I ,
.. � I ­ . . I i
I . � � '
I .... . � '
. . barriers shall be used to contain sediment. - U . I . BOTTOM SURFACE GROUND A A41NIMUM OF - i I �
1 4. Rip Rap/Gravel Filter Sediment Basins: I �Construct basin to the shane and d"mensions shown in - - - 1 ,24 INCHES. I I . I I I I
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� I -_ I � - 6. OMITTED. . 11 . 11 . I I .
I � de * BACKFILL U/N. 8' nLIER FABRIC , -METAL POST RL TER FABRIC I I I I I I .
I the tails. The basin is to be.placed below the existing ditch flow line by 2' with the berm built .FRoNr VIEW . I I ' ., .
. I I �
I .1 I . above as dimensioned. 1. I � � � . END VIEW THICK LAYER OF I � 7. EXCAVATEA TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP - I . . � I I I �
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�, I � � . . I I . I I I I GRA WJ_ I I I
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I ''I . � . . I I I � � .1 I I I � NOT TO SCALE I NOTTO SCALE I � � I I I . EXMVS(ON OF FABRIC ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM rHE BARRIER. . I., I ..
.
� � . � .
. �
-
,.. �, I . . Management Strategies � � I � � I . I I I I 1 14' 7 . . I I . AND WRE INTO TRENCH 8. PLACE, 12 INCHES, OF. THE FABRIC ALONG THE BOTTOM AND SIDE OF THE, � � ... I I . . � �
I I I _� . , . .. I 1. .1 I
� 1. Perimeterr measures are to be installed prior to grubbing or gradin r-Irli .� � I I I . . I � I I I
� -'- � TRENCH. � 11 . I I . � � ; I I L . I I I � I . I
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� � P, - I - wr_'� -- I r � � I � I � I . . .
. As an alternate, rock I � - ��
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I .1 2. Tall Ditches shall be stabilized immediately following their construc on.: I ___ I � 11T_0__1i§21__11_ . __,n . . __ "* . . ................. .- - 9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND, I I I I I I . I �
I - � � �­ I i=., !111'&� % - tttl .. .. . - I , . � 1L --- I . �
I I I . ,_ '1� ,,,V�,, ,,,,, � - I _E, - .�,� I I . .
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- I , ,­q­','*O�-:�,-�'� i,­,?2,�'A , � 5 111146-- - - I -, "' ­ :.46 !=`1 I` - 8 � I I I
. i
.check dams may b,e.provided at their outlets and/or the terminal downstrear., end of . - � - V. .. :.A '�
, 1',',�.,gl -1-1111-i- ....... . � J, 'I -11 .. � 11 COMPACT THOROUGH. COMPACTION OF THE ACKFILL IS CRI TICA L TO SILT FENCE
I I ., -
. -i!g , " � , , '1�-,'!gj�� � - i Ta I ..'.1 ...... I � - I . I �
g -,,--4"5 --,, ,iil�,',�� " 11��@ J, ..
disturbance untif ground cover is implemented. I . , - ­� .... 11 , iigfi I .. .11
� _� 1�1�',�11 r,i g,­-,i,,g-,,'11- iijr'� ,`�,i� ,,P�i*ii ,
g"l,"'I"N ,il,�,�,�",,;, "" ,
. __ , " , N WRE I I �
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I � Stockpile and/or waste areas must be maintained within the limits of the �-.reas protected by the ,-, m.f_ gi,,",'�� .... . . �4,,.'g% 1 . I I " i . . . .1 - I!1FI I I= I * ' I � : I I I .1 . I I I I �
, - I .
. � ; ", PERFORMANCE.
1 3. 1 �, 1-11 """"" TI-Pri 4 �� ,
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� 02',',',`.�� __,'­,.�"--,;", 7MURFO�,,,���,���.,--,��""�,,,�"-,�,,,�",-",�"",i,.�--",i?,�,,,��,'i,��"",t�',,vr t1,51IR �,�,,�4,���'ll,���,,�,�1-11�Ill'-""""rllr"",'l,'I � I 1- ,.If- a
R , 11 0,
1 days. �, ,, , I I L to 1- �� I . . I .
I sver 15 calender " , ,,�,,',' I 0111MY'R. � I li, .. .., I-, )� la DO NOT ATTACH FIL TER FABRIC TO EXIS77NG TREES. - � I 11
� . pr a �,�� ,� ,�_,O �, ,,� ""tr,"', All , ", I � .,
. I measures and otherwise temporarily seeded if to be. left stockpiled r � , _ I � I � . . ­1 . .1 I . . I I . 1. I � I I I
. I I I � o8ose ,.,,�n I'll . . , 111,061 . I I I I
� . can begin and en_- as quickly as -_ ........ � ," Z� 9k I . I I "
� . truction shall be planned so that grading operations . I I � � � ��R,�11� - , - ` �' ` � 90: . I .11 I I . I � � 1. I I I � I
. � I - !.7 . � I 'jp � ..... . 11 I . . I . I . I IT I I I I I .
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6. The Contractor shall be responsible for the installation and maintenance of all erosion and "I �� 1_� . � : .. .L- 4 1 INSPECT SEDIMENT ,. �
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� sediment control practices. � I � . � 1�,�­111 I �N� I ,. I I I I . I I 'y . .
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I I eive either permanent or temp.,orary seeding, as 11 4��&",,�'�i,1', Z - I � I � � I I I . . .
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� � . . mmediately following grading, all areas shall.rec � I. I '], 1��; -,'4t,'j,,',!��5, W � � I I I., � I � � REPLACE I T PROUP 7L Y REMO VE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE . I I I I I . . . I � I
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Site Area Description:
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Stabilization Time Frame:
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Stabilization Time Frame Exceptions:
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Perimeter dikes, swales.
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7 Days ,
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ditches & slopes. �
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High Quality Water (HOW)
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7 Days , � _ I
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Slope steeper than 3:1
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If slopes are IV or less In length & are
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not steeper than 2:1. 14 days are allowed.
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Slopes 3:1 or,flotter.
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14 Days �
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7 Days for slopes greater than 50 feet
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In lengt h. � I
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All other areas with . slopes
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INFLOW i - . , " ffi. < ON THE FENCE. TAKE CARE TO AVOID UNDERMINING 77- E FENCE DURING . I � .
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STRUCTURE ,,�� � I ,�4111N :2 � mwm� *& T . CLEANOUT REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS 11 � I I . I I .. I.. .11
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. I PERMANENT SEEDING SPECIFICATIONS � . I �
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I 1, I I SEEDING. NOTE5 I STRUCTURE I EMBANKMENT _7,M'1�-i'- -- - � ..., AND REPAIR AS NEEDED. CAREFUL L Y CHECK OU TL E TS I I I
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� I . 1. FROM SEPT,1 - MAR. 1, USE UNSCARIFIED SERICEA SEED. � � , _11- � 11� I , . I . I I 11 %
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I DEWATERING __ - I � I& � __ ------ 1 , � ,�] `�. �� . � ------ I V, , �1; iC, IS NO SCOUFNG APPARENT DOWNSTREAM OF OUTLET I I .
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� 11 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB/ACRE. I I . - - --",\-- ___# . . "I I ill -- �� I
� 1 2. , ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 _B/ACRE. __ FOR EROSIOA` AND REPAIR IMMEDIA TEL Y ENSURE THERE
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� � � NURSE PLANTS : � I I I FILTER FABRIC . - I I 11 . � � . FRONT ME . . . I � . 1. . : I � I . I I 1. I � I I . � I .04 . I I
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I I � I BETWEEN APR. 15 AND AUG. 15$ ADD 1 0 LB/ACRE GERMAN MILLET OR 15 LBIA.-IRE SUDANGRASS. PRIOR 10 MAY 1 � LLL ,.��. I'll " - I 't V-8" MIN. , I I I . I � � I I I 11111 11 .
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. � I OR AFTER AUG. 15 ADD 25 LE.3/ACRE RYE (GRAIN). I I -, - - I � - , . , .11 . .. I I I I I I I I . I .1 I . I I � I . 1, I I I . I �, � I
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, I SEEDING DATES � .� I ZONE I I 1, . I � � I I � I . . , �
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. BEST POSSIBLE I CROSS-SECTION VIEW . 11 ­ . � � .. § , I
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I I I EARLY SPR I ING: I . FEB. 15-MAR. 20 �� F-B. 15-APR. 30 NOT TO SCALE � . I � I 1. I . I . �. � I � .1 ". I : � � I I S I I
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I - SEPT. 1-SEPT. 30 1 S-13T. 1-OCT. 31 � � � I � . I.., I I 1. . 1. I I I I
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I � I APPLY LIM I E AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000-5,00C, LB/ACRE SEDANGRASS. PRIOR TO I I "'INUT ZCWE . I � . . I I %_ %
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. I 1. CYear, grub, and strip the area under the embankment of ad vegetation and root mat Remove o# surface soif containing high amounts of organic matter and .1 J5X OF I I . I � . 1, � 11 I � . I ., I I I
. MAY 1 OR AFTER AUG 15, ADD, 25 LB/ACRE RYE (GRAIN). I I R`FACE I . . � I 11 I I I
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I I I .. � . . 11 L I I � stockpileordi,5poseofitproperly. Haul olf objectionable motveldl to the designated disposal area. Place temporary sediment control measures below basin as n d d. . � I SUIR A I I � . I - I I . . .1 I I . 1 . I ...
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. 1. 11 I I . . 2. Ensure that fill material for the embankment is free of roo.ts, woody vegetation, organic matter; and other objectionable material. Place the 0 in lifts not to exceed I "�21X I I I . 1 �k
MULCH . I I I ,� I � � . .. I . OF � 11 � I � "I
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� � F ANOTHER SUITABLE MULCH. ANCHOR STRAW BY 9 inches, and machine compact it. Over fill the embankment .6 inches to allow for settlement. � I . .� . I I I . SURFACE I I I � I I I .1 . !I to.. I � 1, .
. APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER 0 . � � . . I � AREA -,�,, I I . I 11 � S4
BY CRIMPING NTH A MULCH ANCHORING TOOL. A DISK WITH 3 Shape the basin to the specified dimensions. Prevent the skimming device from settling into the mud by excavating a shallow pit under the skimmer or proWding a I � . � � � I
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TACKING WITH ASPHALT, NETTING, OR ROVING OR low support under the skimmer of stone or timber. I I I I � � . � I . "I--125X OF � � ". I 1, I ­ I I . 1. � 1 S �
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STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. I ��< I AREA � I , I
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:, �, I I � 4. Place the barrel (t)picoily 4-inch Schedule 40 PVC pipe) or, a firm, smooth foundation of impervious sak Do not use pervious material such as sand, gravel, or I I . � � I . �
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I I ed stone as bockr e!,a around the pipe spillway in 4-Inch layers and compact it under and around the pipe to at least the I � I I I I .. I . . I �, I � I I . . � . . tt I
MAINTENANCE crush /// around the poe. Place the rill mat i I - I 11 I � 11 � � I I - I
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I I � I - I IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE THE SECOND YEAR. rl,.CCORDING TO SOIL TESTS OR I Same density as the adjacent embankment. Care must be tateen not to raise the pipe from the Arm contact with its foundation when compacting under the pipe I � 1. � I I l-, 15X OF . '' I . I .. - . � I I � I - I : .1 I : . I I I
I � TTED FROM THE I � � I I . � . I I . . I I SVRFACE I I ,� I ,
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I 1. ,. MIXTURE. . himum depth of 2 feet of compacted backtil over ,'�-,�e pipe spillway before Crossing it with construction equipment. In nc case should the pipe conduit be I I I 1_\ I . 11 I
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� B/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SIERICEA IS OMI I SAME ,Ilk
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RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. I I Place a mi I I I .1 � I ..... I . . I I I ,. I I I I � �
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� I I � . I . � I . . I 1. I . I I I installed by cutting a trench through the dam after the embankment is complete. 11 . . I � . I I I . I ., � . I . I
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1 5 Assemble the skimmer following the manufacturers instructkvns, or as designed I I � � T RT 11 I � � � I I I � . . . . I I
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� . I Maintenance I � . 6. Lay the assembled skimmer on the bottom of the basin wl,`.�`j the flexible joint at the inlet of the barrel pipe. Attach the flexible joint to the barrel pipe andposition I ,... � I �, . I I I I I I � I .1 . " I I ,� 11
� . I I . 1. Reseed and mulch bare spots larger than 9 square feet (limited, to 5% ma�dmum of site area.) the skimmer over the excavated pit or support. Be sure to 0ach a rope to the skimmer and anchor it to the side of the basin. This will be used to pull the I I � . . I ��, 1, . I - �� . ­ � . ­ I I I I �. I 1.11 � . . �
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I . I 1 2. Maintain all seeded areas until uniform stand is acceptable. . � I I � I � � . I I . I � I I I � I . r. I ,� . � . I � I � . I I � .1 � - I ''I I � I I I I � I . � I � . .
11 � - by final project inspection, continue specified c"tention until the skimmer to the side for maintenance. I � � % , - I I � I . I � I . I'� I . I
. 3. If growth is not established . � I . . . I � � I 1. I . I I I
� � stand is acceptable. I I � I I Z Earthen spillways - Install the spillway in undisturbed soil tc.�, the greatest extent possible. 7he achievement of planned elevotlons, qrade, design width, and entrance - I . � I I . I I I I I � I I I I I I �, �, ,� I � .. . . I � .
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. 4. Correct and repair all undue settling and erosion within 1 year after final t7i,�spection. I � 10 I I ,,, � I . � % I I I .1 I .
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. 5. Remove from the site, all erosion control structures ,after ,complete stabiliz,,,_�Aion at end of . and exit channel slopes are critical to the successful operatior of the spillwa), 7he spillway should be lined with laminated plastic or impermeable gei fabric. 7he I I . . ­,,�;_,;it-�i,, I I I I I � I . . . . I � I I I , I
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I I . . . . construction period, � � fabric must be wide and long enough to cover the bottom and sides and extend onto the top of the dam for anchoring h a trench. The edges may be secured with � I � I � . I . � . , �6 1, t1-1- I ,. I I I � I . I ,� I : I I I I I I � I . � ,1 � 11 . ,� � . I
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I I � . 6. Remove silt from -sediment pits and from behind check dams When silt is )jylthin half depth of � 1 5;,e,,-,_,6,6 �� � I I I .
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I . � � - / t- 8-inch staples or pIns. Ihe fabric must be long enough to ewtend down the slope and exit onto stable ground 7he width of the fabric must be one piece, not jolned � - I I � I rA'ViM_._;_ _ � . . I �
.� . the pit Dispose of in an area where silt cannot re-enter pit .OP. � ' I I � I � ", -1- H. . , . � � . I I
I . or spillway.. . - otherwise water can get under the fabric. ff the 4vngth of the fabric Is insufficient for the entire length of ffie spillway, multiple sections, spanning the I . . . ;�, ­­'11­1­"�4,_ I I � .
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� I 11 � I I ''I I I . I . I I complete width, may be used. 7he upper section the water cannot flow under the fabric. Secure the upper edge and sides of . I . I .. .. - 7 , I . r, I I .1 . � I I I .. 11 � .11, .1 I . � ,� � I . I . I I . �� 1. . . I 11 �. . . ,�.
I , I Calculations � I I 1. I � (s) should oq�vrlap the lower section(s) so � .... � "I - �r '.
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.1, . I �. � I . The practice utilized for the proposed site did require formal calculations.. C.r�Loulations have been I the fabric in a trench with staples or pins. � 1. . � I I � � . 1. .1 I . I 11 � I I I . I (0 T-
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� � provided. . � 1. I I I I . � . 8. Inlets - Discharge water into the bosh7 in a manner to prw,,ent erosion. Use temp slope drains or diversions with outlet protection to divert sedment-laden I . I � I � I . I ,� I I I - � I I . � � 00 . � i I
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. I � I ­1 ­ OWNER I I water. to the upper and of the pool area to improve basin trap, efficiency. I SED BASIN BAFFLES i � . I ;1 � I 11 ­1 . I I V_ I I., '.
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11 � 1. J & J Flowers Finch, Inc. I � . � 9. Erosion control - Construct the structure so that the distewbed area is minimized. Divert surface water awoy from bare areas. Complete the embankment before the , I I . 7 - . . - . .- .1 I 1. I I I . � � . . . 1� 11 11 - . I - I ­ . 0) OD V) . �� ,.
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� � I . I I iately after construction. - , - . I I � I , I I I I .. �". I ., . I I . � '. 10 .
, I . . - � I I area is cleared. Stabilize the emergency spillway embankment' and oif other disturbed areas above the crest of the principal spillway immed � . I . SCALE: N.T.S. , � �� . I I I � I I I 11 - � . - � I I I . , .1 , 0. in I 11 . I 1.
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. . . .1 Clayton, NC 27520 1 � I . I � 10. Install porous baffles as specirted. I � I I � . 11 . . I I I I I � � � I � I . I 11 . . . : ,. . - I ''.. � I I I . . I . .. I , 0) , 1 I
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I I .. � I � I I I I � I 11. After a# the sediment-producing areas have been permanerdly stabAzed, remove the structure and all the unstable sediment. Smooth the area to blend with the `, I �� I I . I o � I � � I I � � . � 1. I � I I I.. I I I - 1. 1­�. ­ I I �.. I I � I I I I . ., I . 1.11 11 . ­ - . I lilk liz * 04 � , . � I
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� I � I TO PREVENT 24' IN70 80 ­_1 I � .. 1, I I � I : . I . ­ I %_,� to .. ., ,, I
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I I I . I � � . � sIgofficant (one-half inch or greater) rainfall event and repair immediately. Remove sediment Ond ! �i ""', "', t,� , - , I tl'�:, - W--� ­
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I � I . I I � I I Inspect skimmer sediment basins at least weekly and after ea(:.'h � I " -,��4 �,��7 ­,�1�1�1 F, , I I Z I Iq
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" I I I I I . I I . restore the basin to its original dimensions when sediment ac,vumulates to one-half the height of the Arst haft Pull the skimmer to one side so that the � . I , I ,,�­ -1 �M �11­ - � I'll . ­ 1. .. 11 . ii. 1, "�. X I , .
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- sediment undemeath it can be excavated. Excavate the sediment from the entire basin, not Pst around the skimmer or the Arst cell., Make sure :Vegetation I? 11 11 , � I I I 11 I
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. I n does not hold down the �A',,Immer . I I � . . � - �_ ."Ill' ��', � M 11111'11�111111 � ,,:�i�,,�:,,;� . � . � � � I I I % . . � I I . .
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I - - . � 1. Obtain erosion control plan approval pdor to beginning land disturbance. Retain a copy of the approved erosion I . I I , T ,
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. I I . � ;rol plan and permit on site. Contractorto call.the NCDENR @ 91S%-7914200 to notify the State Inspector of a Repair the baffles If they are damaged Re-anchor the boffia,v if water Is flowing undemeath or around them. � i I . � I 11 111, 44444 .. I . : . � I I I . I., .11 I I I I I . � - I 1.� I . � � � � 11
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­ ". I � I . I I � , . start date prior to land disturbance. � 11 � 4 I I - I I I . I I I � . I . �. I . I I I ''I _1 .. .1. .. I �, � � I 1, . �,� �... 1. . � � I .:., 1, . I I �. 11 .. 1. � 1J ��, �, I �, �
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I I I � . .1 If the skimmer is clogged with trash and there is water in thc, basin, usualyj�fking on the rope will make the skimmer bob up and down and dislodge the debris I I . . . � I I I � I I I , . � I . � I I � , . � � .. , � � .1 I .. . .
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I . I 1 2.. Clear the area needed to construct the proposed construction entrance� � I � ­- to the side of the basin and remove the debris. Also check the orifice inside the skimmer to see . 11 I . I I COIR OR SIMILAR, J � I I I . . � ; : , .. I .1 � I . . . I �
. . � . i I I and restore flow. If this does not work, pull the skimmer ove I . � � � I I I I � �� STAPLED OR rRENCRED INTO � I � . I 11, : 1- . I � I . I . ., � : . I I I . ­ �, I � I 1� 1.1,11 . - 11 I . . �
L � I . � I ';-Ie construction entrance daily to ensure that 1. I I I � I I I � . � I I I � I - . L. �. I I I �. � . I I � . . . I . I . �
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� 13.' Constpict the construction entrance asshown ontheplans. Maintain't I If it is clogged,- ff so, remove the debris. , I � . � . . � 80TTOM OR SIDE I � . . . . I ,� : , . I . � � ­. I I .
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I � � . I mud and silt will not be tracked onto the paved surface. If mud is tracked onto the road ,surface, it is to be removed . I � � I I � � I I . I I � I I � . "I �. I ". I � 1. - I I � �. I I . � I .2 I ..,
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� � . Immediately. I I � � I � If the skimmer arm or barrel pipe is clogged, the Or*6 can -�,)e removed and the obstruction cleared with a plumber� snake or by gushing with water Be sure I I � � I I � I � I � � I I I � I . I I I . I . 11 :� I I � - . . I I H I I
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� . 1 4. Construction entrance location may not vary without prior approval fro7,-j Engineer and NCDENR. . and replace the orifice before repositioning the skimmer. . . I I I � I . � I � I . I I � I'� I . . I � . I I � � I I I � � I �. I I .
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I I . � I'll .5. Clear the area needed to access and construct sediment basins. I � � I . � - , � ,� � I � . .1 I I I ,� -, ,:.. 1, � � I - I - () � . . I . � I
I I I � I . � � I I I I Check the fabric Aned spillway for damage and make any req0red repairs with fabric that spans the full width of the spillway. Check the embankment, spillwa)s, I I � I .. � I I I I I I .'', ... I � � �, � 1. ". - .1 � 1-. I � �.
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� I � . I 1 6. Construct sediment basins. Stabilize immediately. I and tlet for eroslon damage, and inspect the embankment ,�,br piing and settlement Make a// necessary repairs immediately. Remove olf trash and other I I . . I - I �� I � . � I I .. � ".. I I I I'� I � I .. � I . ,. ::� t�� ­1 11
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. � � 7. Clear the area needed to construct the perimeter erosion control meas.,,res including temporary diversion ditches, � debris . from the skimmer and pool areas. I I I . . I I � I . . . � . I � I _� . 4 I � �
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I I wnstream of level s readers, pipes and ditches shall remain � � I I AWAMA I � , I I I � � �
silt fence, and rock check dams. Rock check dams do .p . � I I. rip I � I � � I � � I . �, I � 1. : . - 1 I : � � . I 11 I I . I .1
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I 'd I � , I � UJ , �:.
I . � . I � I I 0 � . I I � I I � ­1 I I � I 1 �­ I 11 - I I � . � . .1 1. I . I
I I � . I I � � I : I : I � I i .. I
. I �
,� I � I&A SYMMEWS/oN . . � ­1 I .1 - �.. I � . I
� . � � I I 1. � . . - . .
I � in-place until permanent measures are stabilized. . � � I � � � Freezing weather con result in Ice fanning in the basin. Som(�, special precautions should be taken in the winter to prevent the skimmer from plugging with Ice. I 51 .. 1. . . I I I . I I I I
I . . I I I I I I.., I I � . � . - I I � � I I I I I I I I I � I I .1 � I I 11 ; I . ­ I .1 � .1 . ''I I . � I .1 �. . r I.., I � I . . . - . . I � I I : I 1,
.. I . � .11 1 8. Construct the temporary diversion and silt fence. Tie temporary diversilins into sediment basins where applicable. I I . 11 I I I � I I NOT TO SCALE � .1 I � � 1. I I ­ � I I . I I I I L I .� 1, I . I I 1. , � I.. I I.;% � - I . I . I . I I I . I � W , to .
I . I . I I I I I I
­1 � - I .. I I I . i � � � I 1. . . . I I I . � . I � . � I . � . � I � . I � ,� � , . � I 11� I I I I I � 11 . . I I I � I � . I � . I I � 11 ,� . =) , LO � I I
I � � r diversions & basins shall be seeded, mulched, & anchored upon instalation. I I I I I I . . I I I � :, . I I � . i , � ,�,.� .111:1 � (n Z . 00 I .
I � - I . I . I I I I I � I I I � 1 2' MIN. , I I I I I I 11 r 11 I I � � I . I I . . I . 11 � 1, . . I :11 I . 1. � I � � .1. 1:1 ;. . I I ­ I
� � . I � I � I I � I r . I � I - I I i. . I I I � I - � � 11 �! : , ;1 �. . � rl- , , I �
I . � -of-wai. � I I . � I . I - . I � � . 11 . I I � .. I I . I I . � I I � I I I I - I I 1. I I ..r. ,... I I I � V �! � � CS1 �
I � I I I I .11 I . �
� 9. Begin cleadrig, grubbing, and topsoil st�pping for roadway dghts ­ I . I I � 1, � 11 : < � 1.
I 1
I .1 . . I I I I . . � . , � . � . . % . � � I I
I I 10. Rough grade all roadways. . � . . I I � . I � I I / I I I /I . � I I L I I I � I . � �, I I I I . . � ­. I - � I � . . . � .
� I � I . I I N I � � I., . I I � .�, L� - I . 0 - � � ,
I I I � I . . I . COMPACTED SOIL .. I �� N � � 2� 11 . I I . . � ,� I . . I . � 1%1111111111 . � . . I Z 00 . 11 I . � �
. 1, . I � I � I . � I I . � I I I . I . . I . . %%' - O/ ,,*,, I . � ... . . I I I .r
1 1. Construct sanitary sewer system throughout project � Maintenance Notes: � . I 2 I 11 . I I I U 0 Z� I .
. I 11 � I I � I -rotection devices. . I I I . I 1� I \', \ � f �_O* . I I I I . I �. . ,�, -�N% CAI� "'/,.,, . I 1 . W Ir- I I .�
�. � � - 12. Construct the stonn sewer system throughout the project. Installinlet. ., . I I 11 I - 11 11 . . .1 - �. ,.
, I I I 11 a I . �. I . . � ..% ., - .. , / ,�, I ­ . I - -
,�� . . . . I \ ­41 ­­ 1 � 00 I I � � . � I � � I � . 11 ,� 11 ,I.., I . R, . (ZI . I .. . V., ­1 � .1 I I � P2 - Lj. ,:. , �. 1.
I I . � � I J­L�- .-- - '­ � ---. . . _11 _1 - ... I - � I I I .� . I . � �f .. .:. ., , � .1 I .
. . ,, . . . . � \,Iam/ � I -': ! ". : " ',I I 1-- ��,__, - . I I I � . I I *' - , I �v , P -, � V) >< _J , .1.
. - � I - -) . . I � -1 �:,,,7 ­±1 I I I -1,1 1.,1_­.1 I k-11 L -1,-, "" - "" - I I 6i, . ,
'I 1, 1�'
. I I . I __ . _ _ 1",�_ . , I . I � � r � <� I � I
. I I
� ­ � 1. � I I 1. Do not let any area remained exp,L'.sed fo,r more than 7 or 1 4 . calendar do s according . to chart without PH rl ­7 , 1 r -, -1, f -1 -�- ---' �', :t- �: I I 1-711] I 1!___1 I 1: I IL �_ I *1 " 'i 16, e . . � < 0 _J , � .
I . . . y *_
I . , I � 17 r� _-7151 � I
� 13. Construct curb and gutter and CABC on roadway. I JUID., : -7- I .'--, .. J-1TIT - I '1­1 .14�,�
I . I , Z I
I I ,\ r- mMMI . '- _,_ - _. - , A 17: le1-1-1- -.--, I.. I i I I � I .. .� ,� - ­ . �
.
, - - :��'ffl - -- --- --�� . I . - I I
I r-1 I 1_=_1 I 1=1 I 1-_--_-"_-1 If�=,-1 I _=�-] I 1-�_ - l-'-dil 111" _11 1,
I � eding. I �, _ -5[1'-'M�11--, , I -
I ^ applying t f ' Z
I I 1 14. Seed, straw and tack areas behind the curb and gutter that are gradec�,,'.o their final disposition. emporary se � � I --L: I= , :7-- 1 M 1 4--_­1 =1 I 17--; 1 1 -------- I I I � I . I I % . w (n 5".
I ­ ;I - � I � I � I
� I . I I - - ---- ---- ­­�'f' , - __I7_ - 1­11,-51 I- --I ff - :, SEAL , =
, - I I I_-I I I--,- I I­ III I I [ _Hrl r-- I =_ Z I:- - I 1­1 I ---: I 1=1 I 1: .. .. . .. I I 1,----1 I 1_--_-1 I r-1 I I,--- .
, . � �. 1 2. Maintain all erosion control measu,r-es daily and reseed disturbed areas as needed. 11 Ill- I _' 11 I I 11 , --I I ­ - I-- - - I I = - � - � :C � I
�
I I I � I � 115. Upon stabilization of seeded areas. See C-6 for Sediment Basin to Bio-atention Conversion procedures. I . . . I " 1. I . I r I I � I � I I � I I . 1. I'� - * I : = . � 0 1 .1 I 1.
. �
I . . � � . I � . , I I I . � 3. Inspect all erosion control measures weekly and after each rainfall event. Repair as needed. I . I I I I I .. I I . I I = -1 , ,19843: : � J � , � 0 d V) . I I.. I
� � I EXCELSIOR MATTING � - .1 � <
� 1. � 1. 6. Complete the construction of storm sewer pipe. I . � I I - � I I I I I � 1 6' TYP. . � I . I I I . .... I , � .. .. : .Z . , I I V_ . � I .�
I �, � � . . I . . . . I � IN BOTTOM � 0 1 . * I 0 .
I . 4. At the end of each day's storm crainage operation, construct .a temporary pipe inlet protection device until . � ., t"o * , - , -, � I V.- CL Z � �
. . I � 17. Construct permanent outlet protection devices at pipe outlet. � . � I I I � I . . , , I
� . I . . . I .1 I I . ,� "I - - 4101 Ntl�",r , - I I I I �
I I I I I I . I I I 10 - .... ... , �P.�N I I I I I � � I.. I I
I I . I - I � � � L I I . ... ,,% -20-13 �
I I � 18. Upon completion of the project, rerhove silt fence. I . the next day's operation Continues,. � � I I I � I � I I I I � I � I . . .1 . .4%, *% � 9 1 � I I
I
. � � � . I � I . I I � EL S -.1 I I
I I I
I
I I I
� I
I I I I I I I
� � 11 I 1 9. Seed F straw and tack a ny rem ain Ing, exposed a reas. � I . I I I � I � � I I I I I I . 11, Ill I I1100% . I
..�, I 1. � I � I . 11 I I I I I I I I � . I 11 I I I . . � I . � I I I I � I I . I � � . . I ­ � .. . � . 11 I I . � , 11 � . . 1.
� � � I . � . I . � I � I I .
I I � . I ,� I . I � � I I . � I � I il . I � .r
I � I I
I � I . � I I 1. . = I . I
I I I � I I I .
,
I I
�
.
I I � � � I.. I � � . � 1. � I 11 45ACO_1� �C 5'
. . , I . - �
I � .
I �
I - I �
1. � I I � 1, � I �
I
. � . . I I . � I I . � . �
� I
­ I � . - I
.
�-
I
­ 1� . I I . I I I %1­1 11 11 . � I . I I.... . - I � .. ­­11 . I .1 � I �.. � I.. .11 � I I . �. 11 _ � - 1". . 11.1 I .
11 I _ 111­ ... I I.., I I � �. I I I 11 � r � . I � � I . 4 � � ... �� li��, �. - 1. � 111 ,�., I �� . - 1. ­ � � I ­ ...'. . .1 I I I I -
. I L 1. .�� 11 1, I .I.. ­1 I . I I I . I I I I . I 11 I I I . I � . .1 i �_ . ., 11 I � I'll I L�:. � ' I I ,� ­
I � . 1. 1; � , � , I.. � I � I I I .1 I I � I � � 1. I � I � I I I I . � ��� I �, ��:: I � �. ,� � I 1. I I I � � I I
. I � . � , , � � I . I I I I .1 . . I I . ,� 11 . I . I � .­ I . � . I I
I � � 1. I I � 11 � I I .1 I � I I � I �. .. � I , . I I L . I .. � I . . .. .1 � .1 - I . ­ I
. I I . . .1 . I . . 1. 11 .1 , . . . . I I . � I � , ­� �11 I I I I � I 'I'll . I 11 i''.. .1
� I . IL . . . . I I � I 1.11 . . I . . ..
� . . I
:1 1. I IL .1 I . � , . ,� � I ­ . � 11 r I ,i. It � .1
� � �. �. , � I
I I
� - __ __ - __ I - --,--- _____ --- ____ --- __ ____ - - ____-, - - ____ �. I I
I- -
__

PAVEMENT OR
FINISHED GRADE
GATE VALVE TO BE SAME SEE VALVE BOX -
DIAMETER AS MAIN LINE INSTALLATION MIN.
VALVE
TAMPED BACKFILL BOX
TAMPED THREADED. COUPLING
BACKFILL
2" THREADED BRASS PIPE
;i• "floc CciSSCRETE BLOCKING
y D.I. PIPE a,a Mis'. i/3 C.Y. AT 3000 P.S.
5/8 TYPE 304 STAINLES
CONCRETE THRUST THREADED RODS (IN. 4 EA),
COLLAR 2 THREADED BRASS
CAP W
MJ TAP
PIPE: 12" IN LENGTH)
5' MIN. / 2'
PAY ITEM
-"--- INCLUDES ALL ITEMS EXCEPT
MAIN LINE VALVE
TEMPORARY BLOW -OFF ASSEMBL
NOT TO SCALE -
Name Date
Drawn By:' WATER PAGE
Checked By. JOHNSTON COUNTY STANDARD G!ETAIL
Approved B - -. Department of Public Utilities - 1
Scale: P.O. Box 2263 Temporary Elbw Off
Smithfield, NO 27577 ASSemtlrf Of 47
RBV, Descrl lion Data Incl.
11,�C NCRETE SHALL BE 3,000 PSI MIN.
20' MD 1
4C BEND 122
2. CONCRETE FOR THRUST BLOCKING
11 1 4 0=
1 .
PLRO
Drawn By:
SZE
A
SHALL BE KEPT FAIRLY DRY, THUS
A
B --
A
B
A
8
MAKING THE CONCRETE WEDGE SHAPE
C
D
4•
8'
tr
tr
MORE EASILY FORMED WITH THE
8'
e•
Y
r
it 7 it
10'
WIDEST PART (BLOCKING AREA)
r
10'
tr
r
N
it
AGAINST UNDISTURBED SOIL
or
fr
10° I or
12•
3. NO CONCRETE SHALL COVER ANY
Y
18'
13•
lo'
m
V
BOLTS OR GLANDS.
r
Y
10' I tr
"T
24'
4. ALL FITTING AND ACCESSORIES TO BE
WRAPPED WITH 10 MIL POLYETHYLENE
18'
X41
IV
tr
B•
PRIOR TO POURING BLOCKING.
- Y
1('
t7° @. IV
IV
23'
Ir
- 20'
16•
5. VOLUME OF THRUST BLOCKING SHALL
IV
1117
5. BLOW - OFF ASSEMBLY
r
,r
I'r 18'
16'
30•
BE AS SHOWN ON THE THRUST
2r
t1r
14'
18'
10'
14'
110'
1C
BLOCKING SCHEDULE.
18'
3t'
18'
i8'.
20'
Ir
18'
•lye
le
tr
18'
111" I' 20'
20•
20'.
k
26•
24•
18'
18'
- 13•
12"
r
'r Ir
_;F4
2a•
48•
24'
X41 ,
3r
3D'
UNDISTURBED
18•
IB•
SOIL (TYP.)
1t'
a1'
PLAN BENDS
PLAN TE=S
WATEEQ
-18 "MIN. -10'0 &LESS
24' MIN. - 12' 0 &
GREATE " ,
P.O. Box 2263 ..
Smithfield, NO 27577
BARREL BE
MIN.
Assembly
STANDARD f ETAIL
15
Scale: I
P.O. Box 2263 - -
q C6
Valve iV'NI'ker -
-
Date
Init.
-
Drawn By:
- Smithfield, NO 27577 -
-
Of 47
Rev.
S�.CTION X -X
BENDS & TEES
,PLAN & = @_EV.
PLUC1<
pm
20' MD 1
4C BEND 122
I1Z 8011)
11 1 4 0=
1 .
PLRO
Drawn By:
SZE
A
B
A
B --
A
B
A
8
1 A 8
C
D
4•
8'
tr
tr
e'
8'
e•
Y
r
it 7 it
10'
t6•
r
10'
tr
r
tr
it
8'
or
fr
10° I or
12•
18'
Y
18'
13•
lo'
to•
V
8• -
r
Y
10' I tr
1r-
24'
to*
18'
IV
IV
tr
B•
10•.
- Y
1('
t7° @. IV
IV
23'
Ir
- 20'
16•
12'
IV
1117
5. BLOW - OFF ASSEMBLY
r
,r
I'r 18'
16'
30•
IV
2r
t1r
14'
18'
10'
14'
110'
1C
90 18'
18'
3t'
18'
i8'.
20'
Ir
18'
tr
le
tr
18'
111" I' 20'
20•
se'
20'.
36'
26•
24•
18'
18'
- 13•
12"
r
'r Ir
_;F4
2a•
48•
24'
48'
3r
3D'
21•
18•
IB•
IV
1t'
a1'
2e
68'
THRUST BLOCK DETAIL
NOT TO SCALE
5°
Name
I Date
JOHNSTON COUNTY
Department of Public Unities
P.O. Box 2263 -
Smithfield, NO 27577
WATER
STANDARD S,
. Thrust Etock
PAGE
8
-
of 47
Drawn By:
1
to
Checked By, .
1 L SHALL .
1. VALVE MARKERS
BE PLACED AT R /W.
THREADED RODS (MIN. 4 EA.)
Approved By:
I
I
scale:
2. LETTERS "MV" SHALL
-
COLLAR (3,000 P.S.I.) B
-
FINISHED GRADE
BRASS NIPPLE
Rev.1
Description jDate
IniL
PAVEMENT OR
5°
SEC 10
FINISHED GRADE
NS
?IE
TAMPED BACKFILL
MM
1
to
V
1 L SHALL .
1. VALVE MARKERS
BE PLACED AT R /W.
THREADED RODS (MIN. 4 EA.)
IFA1
T
EQUAL TO COUNTY STANDARD
CKFlLL
2. LETTERS "MV" SHALL
-
COLLAR (3,000 P.S.I.) B
BARS PLACED AS SHOWN
FINISHED GRADE
BRASS NIPPLE
FACE TOWARDS VALVE. ,
ANCHOR 1
VALVE BOX
CAST IN CNC. &
TRENCH WALL
3. MARKER SHALL HAVE
FINISHED
GRADE
MAIN 1
1+^•
';
PAINTED 81�:CK
BRASS OR BRONZE
TAMPED BACKFILL
SEE PLANS
;'; +•
CONCRETE BLOCKING
EMBED ON TOP OR SIDE
T
2" BRASS NIPPLE
iLAIi U
CONTRACTOR SHALL
4. CONTRA
CONCRETE THRUST
SOIL
'; R
4 EA. - �. ;REBA
SCHEDULE
STAMP DISTANCE TO
ro
(1 EA. CORNER)
CENTER OF VALVE INTO
M.J. CAP W/
EMBED.
5' MIN.
2" THREADED TAP
2" BRASS PIPE
5. BLOW - OFF ASSEMBLY
(MIN. 12" IN LENGTH)
SQUARE ihARKER
SHALL INCLUDE 1 EA•'
INCLUDES ALL ITEMS
WiTH 8EV ZI) CORNERS
BLOW -OFF
MARKER W/ '80" OR
...... ........
NOT.TO SCALE
GATE VALVE
2. CONC, THRUST
"MV" CAST.
Name
I
VALVE MARKER
DETAIL
- -
NOT TO SCALE
Drawn By:
(4 C.F. MIN.)
BEARPttw ON SOLID
WATER
Name
I Date
SANK !IIYIORE IF
JOHNSTON COUNTY
HYDRANT LEG TO DIP
Drawn By:
STANDARD DETAIL
REQ'D.;j..
3. DRAIN :HOLES AND
Approved By:
PAY ITEM
OR
Aqua -Grip" RINGS OR ROMAC
PAGE
Checked By:
FIRE HYDRANT ASSEMBLY INCLUDES GRIP RINGS MAY BE USED AT
Permanent Blow Off
JOHNSTON COUNTY
Scala:
WATEEQ
4. FIRE C RANT
Approved By:
P.O. Box 2263 ..
Smithfield, NO 27577
BARREL BE
Department of Public Udildes
Assembly
STANDARD f ETAIL
15
Scale: I
P.O. Box 2263 - -
Rev.
Valve iV'NI'ker -
-
Date
Init.
-
Drawn By:
- Smithfield, NO 27577 -
-
Of 47
Rev.
I Description
Date
nit.
STANDARD DETAIL
Approved By:
PAVEMENT OR
COAT HYDRA61 r BONNET AND NOZZLE CAPS
SEC 10
FINISHED GRADE
)`lg7E:
TAMPED BACKFILL
SEE VALVE BOX
INSTALLATION
4" MIN.
5/8" TYPE 304 STAINLESS STEEL
V
7 BARS
THREADED RODS (MIN. 4 EA.)
20" TO 36" MAINS = 12 -ND.
EQUAL TO COUNTY STANDARD
CKFlLL
THREADED COUPLING
-
COLLAR (3,000 P.S.I.) B
BARS PLACED AS SHOWN
FINISHED GRADE
BRASS NIPPLE
ANCHOR 1
VALVE BOX
TRENCH WALL
RING
:.:
D.I. PIP
MAIN 1
1+^•
';
TRENCH ;
18e T
TAMPED BACKFILL
SEE PLANS
;'; +•
CONCRETE BLOCKING
r;
2" BRASS NIPPLE
iLAIi U
MIN. 1/3 C.Y. AT 3000
CONCRETE THRUST
SOIL
(MIN. 6' IN LENGTH)
SCHEDULE
COLLAR
M.J. CAP W/
5' MIN.
2" THREADED TAP
2" BRASS PIPE
(MIN. 12" IN LENGTH)
CONCRETE THRUST BLOCK
PAY ITEM
INCLUDES ALL ITEMS
PERMANENT
BLOW -OFF
ASSEMBLY
...... ........
NOT.TO SCALE
GATE VALVE
2. CONC, THRUST
Name
Date
BLOCK. TO HAVE Mitf67 STONE FILL
- -
Drawn By:
(4 C.F. MIN.)
BEARPttw ON SOLID
WATER
PAGE
Checked By:
SANK !IIYIORE IF
JOHNSTON COUNTY
HYDRANT LEG TO DIP
MIN. 2 EA, PER SEGMENT
STANDARD DETAIL
REQ'D.;j..
3. DRAIN :HOLES AND
Approved By:
PAY ITEM
OR
Aqua -Grip" RINGS OR ROMAC
Department of Public Utilities
FLANGIr-S SHALL BE
FIRE HYDRANT ASSEMBLY INCLUDES GRIP RINGS MAY BE USED AT
Permanent Blow Off
2
Scala:
4. FIRE C RANT
P.O. Box 2263 ..
Smithfield, NO 27577
BARREL BE
Assembly
of 47
FIRE HYDRANT ASSEMBLY
NOT TO SCALE.-
Rev.
Desal lion
Date
Init.
Drawn By:
4' -0" B 7 CONCRETE THRUST
t t COLLAR (3,000 P.S.I.)
A F,
ANCHOR C . ° • R; D.I.P.
RING MAIN
a
REINFORCING
COAT HYDRA61 r BONNET AND NOZZLE CAPS
SEC 10
'ALERT" RIE;-LECTIVE FIRE HYDRANT PAINT
)`lg7E:
MODEL #1440
8" TO 16" MAINS = 12 7N0.
UNDISTURBED 7
7 BARS
SOIL 2
20" TO 36" MAINS = 12 -ND.
EQUAL TO COUNTY STANDARD
CONCRETE THRUST 8
8 BARS
-
COLLAR (3,000 P.S.I.) B
BARS PLACED AS SHOWN
FINISHED GRADE
OF FINISHED GRADE
ANCHOR 1
VALVE BOX
TRENCH WALL
RING
14 M
MAIN 1
TRENCH ;
18e T
TAMPED BACKFILL
SEE PLANS
CONCRETE "HRUST BLOCK.
r;
iLAIi U
UNDISTURBED
SOIL
SCHEDULE
A 8 C
8 °.8•.12" V -0' 1'-0' - 2•. ONE
IV 1' -4• 1' -0', .. 2' ONE
20' V -4" i -0". r ONE
24° 1• -a" TWO
30" 1• -4" 1' -2° 4' TWO
36' V -41 . 1• -4, 4' TWO .
THRUST COLLAR INSTALLATION
- NOT TO SCALE
Name Date -
Drawn By, PAGE
Checked By: - JOHNSTON COUNTY - - WATER -
Approved By: Department of Public Utilities STANDARD DETAIL 9
scale: P.O. Box 2263 Thrust Collar
Smllhlield, NO 27577 - Installation o(47
Rev. Des 'Son Date inK.
EM PIPE SHALL BE BEDDED UP TO
SPRING LINE AND MINIMUM a BELOW
BOTTOM OF PIPE WHEN WET AREAS
HAND PLACED ARE ENCOUNTERED.
DENSELY COMPACTED
BACKFILL TO 1 FT. -
ABOVE TOP OF PIPE
- _ UNDISTURBED EARTH
- - ' - ELECTRONIC MARKER BALLS AT 100' ON
= PIPE- CENTER & AT BENDS. MARKER BALLS SHALL
BEDDED PIPE - O.D. BE INSTALLED AT 1 1/2 TO 2' DEEP.
N= MARKER BALLS SHALL BE
SHAPED SUBGRADE - - INSTALLED CONCURRENTLY WITH PIPE
= _ — MARKER BALLS SHALL NOT BE
SHALL PROVIDE BEARING
ALONG ENTIRE LENGTH INSTALLED AFTER TRENCH HAS BEEN
OF PIPE BARREL OF BACKFlLLED.
/2 PIPE O.D.
24.+ O.D. MAX.
12" + O.D. MIN.
NOTE:
WATER MAINS 8 "0 AND SMALLER.
SHALL HAVE MINIMUM OF 3' COVER,
WATER MAINS LARGER THAN 8'0
SHALL HAVE A MINIMUM OF 3' -6°
COVER.
PiPE LAYING CONDITION
NOT TO SCALE
Name Date - - -
Drawn By; WATER PAGE
Checked By; I JOHNSTON COUNTY
Approved By. Department of Public Utilities STANDARD DETAIL - _ 16
ale: ..
Sc P.O. Box 2263 Pipe Laying
Smithfield, NO 27577 Condition of 47
Rev. Descrf tion Date - Ihit.
COAT HYDRA61 r BONNET AND NOZZLE CAPS
'ALERT" RIE;-LECTIVE FIRE HYDRANT PAINT
SILVER
MODEL #1440
PUMPING & HOSE CONNECTIONS
EQUAL TO COUNTY STANDARD
-
BREAK RING TO BE SET WITHIN 2 " -4"
FINISHED GRADE
OF FINISHED GRADE
VALVE BOX
LI I I I I
-i I HYDRANT TEE
T
1 -1 1 I ' 1 t' WATERLINE SIZE VARIES
�—
SPRY D
SEE PLANS
THRUST COLLAR INSTALLATION
- NOT TO SCALE
Name Date -
Drawn By, PAGE
Checked By: - JOHNSTON COUNTY - - WATER -
Approved By: Department of Public Utilities STANDARD DETAIL 9
scale: P.O. Box 2263 Thrust Collar
Smllhlield, NO 27577 - Installation o(47
Rev. Des 'Son Date inK.
EM PIPE SHALL BE BEDDED UP TO
SPRING LINE AND MINIMUM a BELOW
BOTTOM OF PIPE WHEN WET AREAS
HAND PLACED ARE ENCOUNTERED.
DENSELY COMPACTED
BACKFILL TO 1 FT. -
ABOVE TOP OF PIPE
- _ UNDISTURBED EARTH
- - ' - ELECTRONIC MARKER BALLS AT 100' ON
= PIPE- CENTER & AT BENDS. MARKER BALLS SHALL
BEDDED PIPE - O.D. BE INSTALLED AT 1 1/2 TO 2' DEEP.
N= MARKER BALLS SHALL BE
SHAPED SUBGRADE - - INSTALLED CONCURRENTLY WITH PIPE
= _ — MARKER BALLS SHALL NOT BE
SHALL PROVIDE BEARING
ALONG ENTIRE LENGTH INSTALLED AFTER TRENCH HAS BEEN
OF PIPE BARREL OF BACKFlLLED.
/2 PIPE O.D.
24.+ O.D. MAX.
12" + O.D. MIN.
NOTE:
WATER MAINS 8 "0 AND SMALLER.
SHALL HAVE MINIMUM OF 3' COVER,
WATER MAINS LARGER THAN 8'0
SHALL HAVE A MINIMUM OF 3' -6°
COVER.
PiPE LAYING CONDITION
NOT TO SCALE
Name Date - - -
Drawn By; WATER PAGE
Checked By; I JOHNSTON COUNTY
Approved By. Department of Public Utilities STANDARD DETAIL - _ 16
ale: ..
Sc P.O. Box 2263 Pipe Laying
Smithfield, NO 27577 Condition of 47
Rev. Descrf tion Date - Ihit.
REw''TRAINED FLANGE ADAPTER
"UNIFLANGE" OR EQUAL MJ ACCESSORY KIT
I
"FIELD LOK" GASKET
OR EQUAL
DIP BELL
DIP PE
ffij
3/4" THREADED TYPE 304
OR TYPE 316 S.S. RODS
MIN. 4 EA.
HARNESS RESTRAINT DETAIL
NOT TO SCALE
Name Date
Drawn ey: PAGE
Checked B : JOHNSTON COUNTY - - WATER -
Approved By:: Department of Public Utilities STANDARD DETAIL 10
scale: P.O. Box 2263 Restraint Harness
Smithfield, NC 27577 of 47
Rev. Desc•, ption Date InR.
2• ASPHALTIC CUT TO
PCONG, OR AS IN EDGE
NEAT
-. r COMPACTED CRUSHER -
- - -- RUN STABILIZED WITH
5X PORTL40 CEMENT - -
SELECTED
PLED - BAC*U TAMPED -
IN LA
YERS - -
SECONDARY HIGHWAYS & CITY STREET
2' PtANI' MIX : .
-
OR CONCRETE MIX SAW TO NEAT EDGE
/.4 LONGITUDINAL,
_ E EARS IXISiMC PAVEMENT
CONCRETE _ -_ --
He
SELECTED BACKFAL -- -- NOTE ALL PAYMENT SHALL .
. B• .T DI - - - - BE REPAIRED WITHIN
TAMPED _
LAYERS - - THE SAME WEEK R IS
CUT.
BURIED
PIPE LINE -
PRIMARY HIGHWAYS
TRANSVERSE AND LONGITUDINAL CUTS
DETAILS FOR CUTTING AND
REPLACING PAVEMENT
NOT TO SCALE
I Name Date'
Drawn By: I WATER PAGE
Checked By ! JOHNSTON COUNTY
Approved B.: l? Department of Public UdEdes - STANDARD DETAIL 17
Scale: P.O. Box 2263 Cutting and Replacing
Smithfield, NO 27577 - Pavement Of 47 '...
Rev. I Des(=Uon Date Init.
CONCRETE BLOCKING
EXIST. WATER MAIN
" Y•. "r°
TAPPING SLEEVE
TAPPING VALVE
WiTH VALVE BOX
NEW WATER MAIN ,
TAPPING SLEEVE & VALVE ASSEMBLY
NOT TO SCALE
NOTE: TAPPING SLEEVE SHALL BE
FABRICATED OF TYPE 304 S.S. AND
PROVIDE A 360' SEAL AROUND
EXISTING PIPE WITH FULL
CIRCUMFERENTIAL GASKET.
Name I Date -.
Drawn By: WATER PAGE.
Checked By. JOHNSTON COUNTY
Approved 6 , Department of PublicUtfillles STANDARD DETAIL
Sleeve a 5
Scale: P.O. Box 2263 TappingSlee and .
Smithfield, NO 27577 Valve Assembly of 47
Rev. Descri tion Date Init.
FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS
VALVE BOX COVER -
FINISHED. GRADE A" MIN.
IN PAVED AREA 1$' �r I. FINISHED GRADE
1 IN UNPAVED AREA
BASE COURSE 6" hi1N, _ - _ _ (~ 2' -0"
_ - CONCRETE
ENCASEMENT
TAMPED BACKFILL AT 3,000 P.S.I. ° ' 4�°,t • 4'
VALVE BOX °
..
TAMPED e �,'. a ".c.,
BACKFILL - �. 4
WATER MAIN
VALVE • VALVE BOX
;>, { COVER
TAMPED BACKFILL BLOCKING CONCRETE ENCASEMENT
SECTION ` PAN AT 3,000 P.S.I.
11.. D.I.P. D. MAY BE USED
- FOR VALVE BOX
EXTENSIONS.
2. VALVE BOX SHOULD
NOT CONTACT WATER
MAIN OR VALVE.
3. CONCRETE PROTECTOR
RING MAY BE USED IN
LIEU OF ENCASEMENT
IN UNPAVED AREAS.
VALVE AND VALVE BOX INSTALLATION
NOT TO SCALE
Name Date
Drawn By., WATER PAGE
Checked BY., JOHNSTON COUNTY
Approved By: Department of PublicUti ®ties STANDARD DETAIL 13
Scale: I P.O. Box 2M Valve and Valve
Smithfield, NO 27577 Box Installation of 47
Rev. Desai lion Date Init.
NOTE:. _ ALL TAPS 2" AND SMALLER SHALL BE MADE WITH TAPPING SADDLE. ALL TAPS
LARGER THAN 2" SHALL BE MADE WITH TAPPING SLEEVE AND,VALVE. NO DIRECT
TAPS SHALL BE MADE. ,
TAPPING SADDLE SHALL BE BRASS OR BRONZE FOR "CC"
THREADS WITH DOUBLE STRAPS, FORD S -90, MUELLER
BR2B OR APPROVED EQUAL
TAPPING SLEEVE SHALL BE BRASS OR
BRONZE FOR 'CC" THREADS, FORD S -70,
MUELLER H-134. JCM 403 OR APPROVED
EQUAL FOR SDR- 21 'PVC, '
CLASS 20
POLYETHYLENE.
CORPORATION STOP SHALL
BRONZE WITH 'CC' THREADS,
MUELLER B- 25000, FORD FB600,
JCM 403 OR APPROVED EQUAL
DUCTILE IRON PIPE P.V.C, PIPE -
(CLASS 50 CEMENT LINED) (CLASS 200)'
NOM ALL TAPS TO BE MADE ON TOP, QUARTER OF MAIN.
STANDARD WATER TAP ` DETAIL
NOT TO SCALE
Name I Date
Drawn By: PAGE
Checked By: JOHNSTON COUNTY WATER
Approved By: Department of Public Utilities - - STANDARD DETAIL - 19
Scale, I P.O. Box 2263 Standard Water Tap
Smithfield, NC 27577 of 47
Rev. Descrl tion Date InR.
CONCRETE T,IRUST BLOCK
AT 45' BENS. ,
SEE THRUST BLOCK DETAIL
•• • FOR DIMENSIONS OF BLOCK.
10' MAX.
ALL PIPE SEGMEKTS LESS
THAN 10' SHALL REQUIRE
3'4" S.S. THREADED RODS CONCRE OD`40IlST BLOCK,
s+ ,
AT 90' BEND.
SEE THRUST BLOCK DETAIL
FOR DIMENSIONS OF BLOCK.
ROD REQUIREMENTS
SIZE OF 45' BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED
6" 4,328 2
8 °. 7,694 2
12 "' 17,312 2
16" 30,779 4
20" 48,091 6
24" 69,252 8
GENERAL NOTES
1. RODS AND NUTS SHALL BE OF TYPE 304 OR TYPE 316 STAINLESS
STEEL.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT
BENDS.
VERTICAL BEND RODDING
AND BLOCKING DETAIL
NOT TO SCALE
Name Date
Drawn By: WATER PAGE
Checked By; JOHNSTON COUNTY D RD DETAIL
roved 8 : Department of Public UW STAN A INeS � 7 -
scale: P.O. Box 2263 Critical Bend Roddrig
Smithfield, NC 27577 and Blocking Det_ils Of 47
Rev. I Description Date Init
#3 REBAR —" tp•
2 EA 2"
• 41 L t 4'
ti �� 4••f 2
FT
24'
PROTECTOR RING SHALL,
BE 3,000 P.S.I.
CONCRETE."
CONCRETE PROTECTOR, RING
NOT TO SCALE
i
Narita Date
Drawn By: PAGE
Checked ST. JOHNSTON COUNTY - - WATER
Approved By: Department of Public Utlites STANDARD DETAIL 14
scale: P.O. Box 2263 Concrete PTOteCt ®GiRIOg
- Smithfield, NO 27577 - - Of 47
Rev. Desai lion Date Init,
UD SHALL BE LABELED "WATER METER" AND
SHALL BE *AMR" TYPE WiTH METAL FU= -UP UD AND 2" HO
FINISHED GRADE
-II METER (US GAL) III
" x 14" 7" MIN. I I-
3° MIN. CLEARANCE
--I- MIN. 4" WASHED IsTONE
20" MIN. LOCK TYPE
METER ANGLE
CL SiOF CHECK BLOCK SUPPOF: OR
VALVE STONE AS NEEED
7"
OR I' CLASS 200
POLYEG' LENE WATER
t... SERVICE LINE
VIDE BODY OR
DOUBLE "a'RAP SADDLE
METER YOKE SHALL BE COPPERSETTER
MUELLER NO. H- 1404 -2,
FORD NO. VH -72 -7W
OR APPROVED EQUAL FOR METER YOKE COMPLETE WITH Jt
314' SERVICE DUAL PURPOSE FITTINGS CORP. STOP .
WATER GAIN'
NOTE:
1, CONTRACTOR SHALL PLACE METER BOX IN NON TRAFFIC AREA
ONLY.
24 PLASTIC METER BOX SHALL BE CENTURY #1015, NDS D1200,
OR APPROVED EQUAL
3. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX.
4. METER YOKE TO MUELLER No. H- 1404 -2, FORD No.
VH -72 -7W OR APPROVED EQUAL
5. METER TO MEET AWWA C- 700 -71 SiDS. AND SPECS.
3Z4 py & 1 WATER METER SERVICE DETAIL
NOT TO SCALE
Name I Data
Drawn By: WATER PAGE
Checked By: JOHNSTON COUNTY
Approved B Department of Public Utilities STANDARD DETAIL �]
p 3" a _GO
scale: P.o. Box 2zs3 /4 andl
Smithfield, NC 27577 Water Meter SerAce of 47
Rev. Descd lion Dete init.
COAT HYDRA61 r BONNET AND NOZZLE CAPS
'ALERT" RIE;-LECTIVE FIRE HYDRANT PAINT
SILVER
MODEL #1440
PUMPING & HOSE CONNECTIONS
EQUAL TO COUNTY STANDARD
-
BREAK RING TO BE SET WITHIN 2 " -4"
FINISHED GRADE
OF FINISHED GRADE
VALVE BOX
LI I I I I
-i I HYDRANT TEE
T
1 -1 1 I ' 1 t' WATERLINE SIZE VARIES
�—
SPRY D
SEE PLANS
CONCRETE "HRUST BLOCK.
r;
�•
11. MIN. CIF 4 CU. FT:
CONCRETE THRUST BLOCK
STONE: (MORE IF
REQ'O7,
...... ........
GATE VALVE
2. CONC, THRUST
VALVE SHALL BE PLACED ON THE
BLOCK. TO HAVE Mitf67 STONE FILL
WATER MAIN SIDE OF ROAD DITCH
r
OF 6 .rQ. Fi.
(4 C.F. MIN.)
BEARPttw ON SOLID
34 TYPE 304 S.S. THREADED RODS
SANK !IIYIORE IF
HYDRANT LEG TO DIP
MIN. 2 EA, PER SEGMENT
REQ'D.;j..
3. DRAIN :HOLES AND
PAY ITEM
OR
Aqua -Grip" RINGS OR ROMAC
FLANGIr-S SHALL BE
FIRE HYDRANT ASSEMBLY INCLUDES GRIP RINGS MAY BE USED AT
CLEAR OF CONIC.
ALL ITEMS EXCEPT MAiN LINE TEE JOINTS IN LIEU OF THREADED RODS
4. FIRE C RANT
BARREL BE
PLUME
FIRE HYDRANT ASSEMBLY
NOT TO SCALE.-
Name I Date,
Drawn By:
WATER
PAGE
Checked By:
JOHNSTON COUNTY
STANDARD DETAIL
Approved By:
Depart entofPbli UU6ues
Fire Hydrant
4
Scale:
3
Smithfield, NO 27577
Assembly
of 47
Rev.
Desaratlon
Date
Init.
REw''TRAINED FLANGE ADAPTER
"UNIFLANGE" OR EQUAL MJ ACCESSORY KIT
I
"FIELD LOK" GASKET
OR EQUAL
DIP BELL
DIP PE
ffij
3/4" THREADED TYPE 304
OR TYPE 316 S.S. RODS
MIN. 4 EA.
HARNESS RESTRAINT DETAIL
NOT TO SCALE
Name Date
Drawn ey: PAGE
Checked B : JOHNSTON COUNTY - - WATER -
Approved By:: Department of Public Utilities STANDARD DETAIL 10
scale: P.O. Box 2263 Restraint Harness
Smithfield, NC 27577 of 47
Rev. Desc•, ption Date InR.
2• ASPHALTIC CUT TO
PCONG, OR AS IN EDGE
NEAT
-. r COMPACTED CRUSHER -
- - -- RUN STABILIZED WITH
5X PORTL40 CEMENT - -
SELECTED
PLED - BAC*U TAMPED -
IN LA
YERS - -
SECONDARY HIGHWAYS & CITY STREET
2' PtANI' MIX : .
-
OR CONCRETE MIX SAW TO NEAT EDGE
/.4 LONGITUDINAL,
_ E EARS IXISiMC PAVEMENT
CONCRETE _ -_ --
He
SELECTED BACKFAL -- -- NOTE ALL PAYMENT SHALL .
. B• .T DI - - - - BE REPAIRED WITHIN
TAMPED _
LAYERS - - THE SAME WEEK R IS
CUT.
BURIED
PIPE LINE -
PRIMARY HIGHWAYS
TRANSVERSE AND LONGITUDINAL CUTS
DETAILS FOR CUTTING AND
REPLACING PAVEMENT
NOT TO SCALE
I Name Date'
Drawn By: I WATER PAGE
Checked By ! JOHNSTON COUNTY
Approved B.: l? Department of Public UdEdes - STANDARD DETAIL 17
Scale: P.O. Box 2263 Cutting and Replacing
Smithfield, NO 27577 - Pavement Of 47 '...
Rev. I Des(=Uon Date Init.
CONCRETE BLOCKING
EXIST. WATER MAIN
" Y•. "r°
TAPPING SLEEVE
TAPPING VALVE
WiTH VALVE BOX
NEW WATER MAIN ,
TAPPING SLEEVE & VALVE ASSEMBLY
NOT TO SCALE
NOTE: TAPPING SLEEVE SHALL BE
FABRICATED OF TYPE 304 S.S. AND
PROVIDE A 360' SEAL AROUND
EXISTING PIPE WITH FULL
CIRCUMFERENTIAL GASKET.
Name I Date -.
Drawn By: WATER PAGE.
Checked By. JOHNSTON COUNTY
Approved 6 , Department of PublicUtfillles STANDARD DETAIL
Sleeve a 5
Scale: P.O. Box 2263 TappingSlee and .
Smithfield, NO 27577 Valve Assembly of 47
Rev. Descri tion Date Init.
FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS
VALVE BOX COVER -
FINISHED. GRADE A" MIN.
IN PAVED AREA 1$' �r I. FINISHED GRADE
1 IN UNPAVED AREA
BASE COURSE 6" hi1N, _ - _ _ (~ 2' -0"
_ - CONCRETE
ENCASEMENT
TAMPED BACKFILL AT 3,000 P.S.I. ° ' 4�°,t • 4'
VALVE BOX °
..
TAMPED e �,'. a ".c.,
BACKFILL - �. 4
WATER MAIN
VALVE • VALVE BOX
;>, { COVER
TAMPED BACKFILL BLOCKING CONCRETE ENCASEMENT
SECTION ` PAN AT 3,000 P.S.I.
11.. D.I.P. D. MAY BE USED
- FOR VALVE BOX
EXTENSIONS.
2. VALVE BOX SHOULD
NOT CONTACT WATER
MAIN OR VALVE.
3. CONCRETE PROTECTOR
RING MAY BE USED IN
LIEU OF ENCASEMENT
IN UNPAVED AREAS.
VALVE AND VALVE BOX INSTALLATION
NOT TO SCALE
Name Date
Drawn By., WATER PAGE
Checked BY., JOHNSTON COUNTY
Approved By: Department of PublicUti ®ties STANDARD DETAIL 13
Scale: I P.O. Box 2M Valve and Valve
Smithfield, NO 27577 Box Installation of 47
Rev. Desai lion Date Init.
NOTE:. _ ALL TAPS 2" AND SMALLER SHALL BE MADE WITH TAPPING SADDLE. ALL TAPS
LARGER THAN 2" SHALL BE MADE WITH TAPPING SLEEVE AND,VALVE. NO DIRECT
TAPS SHALL BE MADE. ,
TAPPING SADDLE SHALL BE BRASS OR BRONZE FOR "CC"
THREADS WITH DOUBLE STRAPS, FORD S -90, MUELLER
BR2B OR APPROVED EQUAL
TAPPING SLEEVE SHALL BE BRASS OR
BRONZE FOR 'CC" THREADS, FORD S -70,
MUELLER H-134. JCM 403 OR APPROVED
EQUAL FOR SDR- 21 'PVC, '
CLASS 20
POLYETHYLENE.
CORPORATION STOP SHALL
BRONZE WITH 'CC' THREADS,
MUELLER B- 25000, FORD FB600,
JCM 403 OR APPROVED EQUAL
DUCTILE IRON PIPE P.V.C, PIPE -
(CLASS 50 CEMENT LINED) (CLASS 200)'
NOM ALL TAPS TO BE MADE ON TOP, QUARTER OF MAIN.
STANDARD WATER TAP ` DETAIL
NOT TO SCALE
Name I Date
Drawn By: PAGE
Checked By: JOHNSTON COUNTY WATER
Approved By: Department of Public Utilities - - STANDARD DETAIL - 19
Scale, I P.O. Box 2263 Standard Water Tap
Smithfield, NC 27577 of 47
Rev. Descrl tion Date InR.
CONCRETE T,IRUST BLOCK
AT 45' BENS. ,
SEE THRUST BLOCK DETAIL
•• • FOR DIMENSIONS OF BLOCK.
10' MAX.
ALL PIPE SEGMEKTS LESS
THAN 10' SHALL REQUIRE
3'4" S.S. THREADED RODS CONCRE OD`40IlST BLOCK,
s+ ,
AT 90' BEND.
SEE THRUST BLOCK DETAIL
FOR DIMENSIONS OF BLOCK.
ROD REQUIREMENTS
SIZE OF 45' BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED
6" 4,328 2
8 °. 7,694 2
12 "' 17,312 2
16" 30,779 4
20" 48,091 6
24" 69,252 8
GENERAL NOTES
1. RODS AND NUTS SHALL BE OF TYPE 304 OR TYPE 316 STAINLESS
STEEL.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT
BENDS.
VERTICAL BEND RODDING
AND BLOCKING DETAIL
NOT TO SCALE
Name Date
Drawn By: WATER PAGE
Checked By; JOHNSTON COUNTY D RD DETAIL
roved 8 : Department of Public UW STAN A INeS � 7 -
scale: P.O. Box 2263 Critical Bend Roddrig
Smithfield, NC 27577 and Blocking Det_ils Of 47
Rev. I Description Date Init
#3 REBAR —" tp•
2 EA 2"
• 41 L t 4'
ti �� 4••f 2
FT
24'
PROTECTOR RING SHALL,
BE 3,000 P.S.I.
CONCRETE."
CONCRETE PROTECTOR, RING
NOT TO SCALE
i
Narita Date
Drawn By: PAGE
Checked ST. JOHNSTON COUNTY - - WATER
Approved By: Department of Public Utlites STANDARD DETAIL 14
scale: P.O. Box 2263 Concrete PTOteCt ®GiRIOg
- Smithfield, NO 27577 - - Of 47
Rev. Desai lion Date Init,
UD SHALL BE LABELED "WATER METER" AND
SHALL BE *AMR" TYPE WiTH METAL FU= -UP UD AND 2" HO
FINISHED GRADE
-II METER (US GAL) III
" x 14" 7" MIN. I I-
3° MIN. CLEARANCE
--I- MIN. 4" WASHED IsTONE
20" MIN. LOCK TYPE
METER ANGLE
CL SiOF CHECK BLOCK SUPPOF: OR
VALVE STONE AS NEEED
7"
OR I' CLASS 200
POLYEG' LENE WATER
t... SERVICE LINE
VIDE BODY OR
DOUBLE "a'RAP SADDLE
METER YOKE SHALL BE COPPERSETTER
MUELLER NO. H- 1404 -2,
FORD NO. VH -72 -7W
OR APPROVED EQUAL FOR METER YOKE COMPLETE WITH Jt
314' SERVICE DUAL PURPOSE FITTINGS CORP. STOP .
WATER GAIN'
NOTE:
1, CONTRACTOR SHALL PLACE METER BOX IN NON TRAFFIC AREA
ONLY.
24 PLASTIC METER BOX SHALL BE CENTURY #1015, NDS D1200,
OR APPROVED EQUAL
3. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX.
4. METER YOKE TO MUELLER No. H- 1404 -2, FORD No.
VH -72 -7W OR APPROVED EQUAL
5. METER TO MEET AWWA C- 700 -71 SiDS. AND SPECS.
3Z4 py & 1 WATER METER SERVICE DETAIL
NOT TO SCALE
Name I Data
Drawn By: WATER PAGE
Checked By: JOHNSTON COUNTY
Approved B Department of Public Utilities STANDARD DETAIL �]
p 3" a _GO
scale: P.o. Box 2zs3 /4 andl
Smithfield, NC 27577 Water Meter SerAce of 47
Rev. Descd lion Dete init.
2• ASPHALTIC CUT TO
PCONG, OR AS IN EDGE
NEAT
-. r COMPACTED CRUSHER -
- - -- RUN STABILIZED WITH
5X PORTL40 CEMENT - -
SELECTED
PLED - BAC*U TAMPED -
IN LA
YERS - -
SECONDARY HIGHWAYS & CITY STREET
2' PtANI' MIX : .
-
OR CONCRETE MIX SAW TO NEAT EDGE
/.4 LONGITUDINAL,
_ E EARS IXISiMC PAVEMENT
CONCRETE _ -_ --
He
SELECTED BACKFAL -- -- NOTE ALL PAYMENT SHALL .
. B• .T DI - - - - BE REPAIRED WITHIN
TAMPED _
LAYERS - - THE SAME WEEK R IS
CUT.
BURIED
PIPE LINE -
PRIMARY HIGHWAYS
TRANSVERSE AND LONGITUDINAL CUTS
DETAILS FOR CUTTING AND
REPLACING PAVEMENT
NOT TO SCALE
I Name Date'
Drawn By: I WATER PAGE
Checked By ! JOHNSTON COUNTY
Approved B.: l? Department of Public UdEdes - STANDARD DETAIL 17
Scale: P.O. Box 2263 Cutting and Replacing
Smithfield, NO 27577 - Pavement Of 47 '...
Rev. I Des(=Uon Date Init.
CONCRETE BLOCKING
EXIST. WATER MAIN
" Y•. "r°
TAPPING SLEEVE
TAPPING VALVE
WiTH VALVE BOX
NEW WATER MAIN ,
TAPPING SLEEVE & VALVE ASSEMBLY
NOT TO SCALE
NOTE: TAPPING SLEEVE SHALL BE
FABRICATED OF TYPE 304 S.S. AND
PROVIDE A 360' SEAL AROUND
EXISTING PIPE WITH FULL
CIRCUMFERENTIAL GASKET.
Name I Date -.
Drawn By: WATER PAGE.
Checked By. JOHNSTON COUNTY
Approved 6 , Department of PublicUtfillles STANDARD DETAIL
Sleeve a 5
Scale: P.O. Box 2263 TappingSlee and .
Smithfield, NO 27577 Valve Assembly of 47
Rev. Descri tion Date Init.
FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS
VALVE BOX COVER -
FINISHED. GRADE A" MIN.
IN PAVED AREA 1$' �r I. FINISHED GRADE
1 IN UNPAVED AREA
BASE COURSE 6" hi1N, _ - _ _ (~ 2' -0"
_ - CONCRETE
ENCASEMENT
TAMPED BACKFILL AT 3,000 P.S.I. ° ' 4�°,t • 4'
VALVE BOX °
..
TAMPED e �,'. a ".c.,
BACKFILL - �. 4
WATER MAIN
VALVE • VALVE BOX
;>, { COVER
TAMPED BACKFILL BLOCKING CONCRETE ENCASEMENT
SECTION ` PAN AT 3,000 P.S.I.
11.. D.I.P. D. MAY BE USED
- FOR VALVE BOX
EXTENSIONS.
2. VALVE BOX SHOULD
NOT CONTACT WATER
MAIN OR VALVE.
3. CONCRETE PROTECTOR
RING MAY BE USED IN
LIEU OF ENCASEMENT
IN UNPAVED AREAS.
VALVE AND VALVE BOX INSTALLATION
NOT TO SCALE
Name Date
Drawn By., WATER PAGE
Checked BY., JOHNSTON COUNTY
Approved By: Department of PublicUti ®ties STANDARD DETAIL 13
Scale: I P.O. Box 2M Valve and Valve
Smithfield, NO 27577 Box Installation of 47
Rev. Desai lion Date Init.
NOTE:. _ ALL TAPS 2" AND SMALLER SHALL BE MADE WITH TAPPING SADDLE. ALL TAPS
LARGER THAN 2" SHALL BE MADE WITH TAPPING SLEEVE AND,VALVE. NO DIRECT
TAPS SHALL BE MADE. ,
TAPPING SADDLE SHALL BE BRASS OR BRONZE FOR "CC"
THREADS WITH DOUBLE STRAPS, FORD S -90, MUELLER
BR2B OR APPROVED EQUAL
TAPPING SLEEVE SHALL BE BRASS OR
BRONZE FOR 'CC" THREADS, FORD S -70,
MUELLER H-134. JCM 403 OR APPROVED
EQUAL FOR SDR- 21 'PVC, '
CLASS 20
POLYETHYLENE.
CORPORATION STOP SHALL
BRONZE WITH 'CC' THREADS,
MUELLER B- 25000, FORD FB600,
JCM 403 OR APPROVED EQUAL
DUCTILE IRON PIPE P.V.C, PIPE -
(CLASS 50 CEMENT LINED) (CLASS 200)'
NOM ALL TAPS TO BE MADE ON TOP, QUARTER OF MAIN.
STANDARD WATER TAP ` DETAIL
NOT TO SCALE
Name I Date
Drawn By: PAGE
Checked By: JOHNSTON COUNTY WATER
Approved By: Department of Public Utilities - - STANDARD DETAIL - 19
Scale, I P.O. Box 2263 Standard Water Tap
Smithfield, NC 27577 of 47
Rev. Descrl tion Date InR.
CONCRETE T,IRUST BLOCK
AT 45' BENS. ,
SEE THRUST BLOCK DETAIL
•• • FOR DIMENSIONS OF BLOCK.
10' MAX.
ALL PIPE SEGMEKTS LESS
THAN 10' SHALL REQUIRE
3'4" S.S. THREADED RODS CONCRE OD`40IlST BLOCK,
s+ ,
AT 90' BEND.
SEE THRUST BLOCK DETAIL
FOR DIMENSIONS OF BLOCK.
ROD REQUIREMENTS
SIZE OF 45' BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED
6" 4,328 2
8 °. 7,694 2
12 "' 17,312 2
16" 30,779 4
20" 48,091 6
24" 69,252 8
GENERAL NOTES
1. RODS AND NUTS SHALL BE OF TYPE 304 OR TYPE 316 STAINLESS
STEEL.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT
BENDS.
VERTICAL BEND RODDING
AND BLOCKING DETAIL
NOT TO SCALE
Name Date
Drawn By: WATER PAGE
Checked By; JOHNSTON COUNTY D RD DETAIL
roved 8 : Department of Public UW STAN A INeS � 7 -
scale: P.O. Box 2263 Critical Bend Roddrig
Smithfield, NC 27577 and Blocking Det_ils Of 47
Rev. I Description Date Init
#3 REBAR —" tp•
2 EA 2"
• 41 L t 4'
ti �� 4••f 2
FT
24'
PROTECTOR RING SHALL,
BE 3,000 P.S.I.
CONCRETE."
CONCRETE PROTECTOR, RING
NOT TO SCALE
i
Narita Date
Drawn By: PAGE
Checked ST. JOHNSTON COUNTY - - WATER
Approved By: Department of Public Utlites STANDARD DETAIL 14
scale: P.O. Box 2263 Concrete PTOteCt ®GiRIOg
- Smithfield, NO 27577 - - Of 47
Rev. Desai lion Date Init,
UD SHALL BE LABELED "WATER METER" AND
SHALL BE *AMR" TYPE WiTH METAL FU= -UP UD AND 2" HO
FINISHED GRADE
-II METER (US GAL) III
" x 14" 7" MIN. I I-
3° MIN. CLEARANCE
--I- MIN. 4" WASHED IsTONE
20" MIN. LOCK TYPE
METER ANGLE
CL SiOF CHECK BLOCK SUPPOF: OR
VALVE STONE AS NEEED
7"
OR I' CLASS 200
POLYEG' LENE WATER
t... SERVICE LINE
VIDE BODY OR
DOUBLE "a'RAP SADDLE
METER YOKE SHALL BE COPPERSETTER
MUELLER NO. H- 1404 -2,
FORD NO. VH -72 -7W
OR APPROVED EQUAL FOR METER YOKE COMPLETE WITH Jt
314' SERVICE DUAL PURPOSE FITTINGS CORP. STOP .
WATER GAIN'
NOTE:
1, CONTRACTOR SHALL PLACE METER BOX IN NON TRAFFIC AREA
ONLY.
24 PLASTIC METER BOX SHALL BE CENTURY #1015, NDS D1200,
OR APPROVED EQUAL
3. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX.
4. METER YOKE TO MUELLER No. H- 1404 -2, FORD No.
VH -72 -7W OR APPROVED EQUAL
5. METER TO MEET AWWA C- 700 -71 SiDS. AND SPECS.
3Z4 py & 1 WATER METER SERVICE DETAIL
NOT TO SCALE
Name I Data
Drawn By: WATER PAGE
Checked By: JOHNSTON COUNTY
Approved B Department of Public Utilities STANDARD DETAIL �]
p 3" a _GO
scale: P.o. Box 2zs3 /4 andl
Smithfield, NC 27577 Water Meter SerAce of 47
Rev. Descd lion Dete init.
CONCRETE BLOCKING
EXIST. WATER MAIN
" Y•. "r°
TAPPING SLEEVE
TAPPING VALVE
WiTH VALVE BOX
NEW WATER MAIN ,
TAPPING SLEEVE & VALVE ASSEMBLY
NOT TO SCALE
NOTE: TAPPING SLEEVE SHALL BE
FABRICATED OF TYPE 304 S.S. AND
PROVIDE A 360' SEAL AROUND
EXISTING PIPE WITH FULL
CIRCUMFERENTIAL GASKET.
Name I Date -.
Drawn By: WATER PAGE.
Checked By. JOHNSTON COUNTY
Approved 6 , Department of PublicUtfillles STANDARD DETAIL
Sleeve a 5
Scale: P.O. Box 2263 TappingSlee and .
Smithfield, NO 27577 Valve Assembly of 47
Rev. Descri tion Date Init.
FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS
VALVE BOX COVER -
FINISHED. GRADE A" MIN.
IN PAVED AREA 1$' �r I. FINISHED GRADE
1 IN UNPAVED AREA
BASE COURSE 6" hi1N, _ - _ _ (~ 2' -0"
_ - CONCRETE
ENCASEMENT
TAMPED BACKFILL AT 3,000 P.S.I. ° ' 4�°,t • 4'
VALVE BOX °
..
TAMPED e �,'. a ".c.,
BACKFILL - �. 4
WATER MAIN
VALVE • VALVE BOX
;>, { COVER
TAMPED BACKFILL BLOCKING CONCRETE ENCASEMENT
SECTION ` PAN AT 3,000 P.S.I.
11.. D.I.P. D. MAY BE USED
- FOR VALVE BOX
EXTENSIONS.
2. VALVE BOX SHOULD
NOT CONTACT WATER
MAIN OR VALVE.
3. CONCRETE PROTECTOR
RING MAY BE USED IN
LIEU OF ENCASEMENT
IN UNPAVED AREAS.
VALVE AND VALVE BOX INSTALLATION
NOT TO SCALE
Name Date
Drawn By., WATER PAGE
Checked BY., JOHNSTON COUNTY
Approved By: Department of PublicUti ®ties STANDARD DETAIL 13
Scale: I P.O. Box 2M Valve and Valve
Smithfield, NO 27577 Box Installation of 47
Rev. Desai lion Date Init.
NOTE:. _ ALL TAPS 2" AND SMALLER SHALL BE MADE WITH TAPPING SADDLE. ALL TAPS
LARGER THAN 2" SHALL BE MADE WITH TAPPING SLEEVE AND,VALVE. NO DIRECT
TAPS SHALL BE MADE. ,
TAPPING SADDLE SHALL BE BRASS OR BRONZE FOR "CC"
THREADS WITH DOUBLE STRAPS, FORD S -90, MUELLER
BR2B OR APPROVED EQUAL
TAPPING SLEEVE SHALL BE BRASS OR
BRONZE FOR 'CC" THREADS, FORD S -70,
MUELLER H-134. JCM 403 OR APPROVED
EQUAL FOR SDR- 21 'PVC, '
CLASS 20
POLYETHYLENE.
CORPORATION STOP SHALL
BRONZE WITH 'CC' THREADS,
MUELLER B- 25000, FORD FB600,
JCM 403 OR APPROVED EQUAL
DUCTILE IRON PIPE P.V.C, PIPE -
(CLASS 50 CEMENT LINED) (CLASS 200)'
NOM ALL TAPS TO BE MADE ON TOP, QUARTER OF MAIN.
STANDARD WATER TAP ` DETAIL
NOT TO SCALE
Name I Date
Drawn By: PAGE
Checked By: JOHNSTON COUNTY WATER
Approved By: Department of Public Utilities - - STANDARD DETAIL - 19
Scale, I P.O. Box 2263 Standard Water Tap
Smithfield, NC 27577 of 47
Rev. Descrl tion Date InR.
CONCRETE T,IRUST BLOCK
AT 45' BENS. ,
SEE THRUST BLOCK DETAIL
•• • FOR DIMENSIONS OF BLOCK.
10' MAX.
ALL PIPE SEGMEKTS LESS
THAN 10' SHALL REQUIRE
3'4" S.S. THREADED RODS CONCRE OD`40IlST BLOCK,
s+ ,
AT 90' BEND.
SEE THRUST BLOCK DETAIL
FOR DIMENSIONS OF BLOCK.
ROD REQUIREMENTS
SIZE OF 45' BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED
6" 4,328 2
8 °. 7,694 2
12 "' 17,312 2
16" 30,779 4
20" 48,091 6
24" 69,252 8
GENERAL NOTES
1. RODS AND NUTS SHALL BE OF TYPE 304 OR TYPE 316 STAINLESS
STEEL.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT
BENDS.
VERTICAL BEND RODDING
AND BLOCKING DETAIL
NOT TO SCALE
Name Date
Drawn By: WATER PAGE
Checked By; JOHNSTON COUNTY D RD DETAIL
roved 8 : Department of Public UW STAN A INeS � 7 -
scale: P.O. Box 2263 Critical Bend Roddrig
Smithfield, NC 27577 and Blocking Det_ils Of 47
Rev. I Description Date Init
#3 REBAR —" tp•
2 EA 2"
• 41 L t 4'
ti �� 4••f 2
FT
24'
PROTECTOR RING SHALL,
BE 3,000 P.S.I.
CONCRETE."
CONCRETE PROTECTOR, RING
NOT TO SCALE
i
Narita Date
Drawn By: PAGE
Checked ST. JOHNSTON COUNTY - - WATER
Approved By: Department of Public Utlites STANDARD DETAIL 14
scale: P.O. Box 2263 Concrete PTOteCt ®GiRIOg
- Smithfield, NO 27577 - - Of 47
Rev. Desai lion Date Init,
UD SHALL BE LABELED "WATER METER" AND
SHALL BE *AMR" TYPE WiTH METAL FU= -UP UD AND 2" HO
FINISHED GRADE
-II METER (US GAL) III
" x 14" 7" MIN. I I-
3° MIN. CLEARANCE
--I- MIN. 4" WASHED IsTONE
20" MIN. LOCK TYPE
METER ANGLE
CL SiOF CHECK BLOCK SUPPOF: OR
VALVE STONE AS NEEED
7"
OR I' CLASS 200
POLYEG' LENE WATER
t... SERVICE LINE
VIDE BODY OR
DOUBLE "a'RAP SADDLE
METER YOKE SHALL BE COPPERSETTER
MUELLER NO. H- 1404 -2,
FORD NO. VH -72 -7W
OR APPROVED EQUAL FOR METER YOKE COMPLETE WITH Jt
314' SERVICE DUAL PURPOSE FITTINGS CORP. STOP .
WATER GAIN'
NOTE:
1, CONTRACTOR SHALL PLACE METER BOX IN NON TRAFFIC AREA
ONLY.
24 PLASTIC METER BOX SHALL BE CENTURY #1015, NDS D1200,
OR APPROVED EQUAL
3. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX.
4. METER YOKE TO MUELLER No. H- 1404 -2, FORD No.
VH -72 -7W OR APPROVED EQUAL
5. METER TO MEET AWWA C- 700 -71 SiDS. AND SPECS.
3Z4 py & 1 WATER METER SERVICE DETAIL
NOT TO SCALE
Name I Data
Drawn By: WATER PAGE
Checked By: JOHNSTON COUNTY
Approved B Department of Public Utilities STANDARD DETAIL �]
p 3" a _GO
scale: P.o. Box 2zs3 /4 andl
Smithfield, NC 27577 Water Meter SerAce of 47
Rev. Descd lion Dete init.
FOR USE IN PAVED AREAS FOR USE IN UNPAVED AREAS
VALVE BOX COVER -
FINISHED. GRADE A" MIN.
IN PAVED AREA 1$' �r I. FINISHED GRADE
1 IN UNPAVED AREA
BASE COURSE 6" hi1N, _ - _ _ (~ 2' -0"
_ - CONCRETE
ENCASEMENT
TAMPED BACKFILL AT 3,000 P.S.I. ° ' 4�°,t • 4'
VALVE BOX °
..
TAMPED e �,'. a ".c.,
BACKFILL - �. 4
WATER MAIN
VALVE • VALVE BOX
;>, { COVER
TAMPED BACKFILL BLOCKING CONCRETE ENCASEMENT
SECTION ` PAN AT 3,000 P.S.I.
11.. D.I.P. D. MAY BE USED
- FOR VALVE BOX
EXTENSIONS.
2. VALVE BOX SHOULD
NOT CONTACT WATER
MAIN OR VALVE.
3. CONCRETE PROTECTOR
RING MAY BE USED IN
LIEU OF ENCASEMENT
IN UNPAVED AREAS.
VALVE AND VALVE BOX INSTALLATION
NOT TO SCALE
Name Date
Drawn By., WATER PAGE
Checked BY., JOHNSTON COUNTY
Approved By: Department of PublicUti ®ties STANDARD DETAIL 13
Scale: I P.O. Box 2M Valve and Valve
Smithfield, NO 27577 Box Installation of 47
Rev. Desai lion Date Init.
NOTE:. _ ALL TAPS 2" AND SMALLER SHALL BE MADE WITH TAPPING SADDLE. ALL TAPS
LARGER THAN 2" SHALL BE MADE WITH TAPPING SLEEVE AND,VALVE. NO DIRECT
TAPS SHALL BE MADE. ,
TAPPING SADDLE SHALL BE BRASS OR BRONZE FOR "CC"
THREADS WITH DOUBLE STRAPS, FORD S -90, MUELLER
BR2B OR APPROVED EQUAL
TAPPING SLEEVE SHALL BE BRASS OR
BRONZE FOR 'CC" THREADS, FORD S -70,
MUELLER H-134. JCM 403 OR APPROVED
EQUAL FOR SDR- 21 'PVC, '
CLASS 20
POLYETHYLENE.
CORPORATION STOP SHALL
BRONZE WITH 'CC' THREADS,
MUELLER B- 25000, FORD FB600,
JCM 403 OR APPROVED EQUAL
DUCTILE IRON PIPE P.V.C, PIPE -
(CLASS 50 CEMENT LINED) (CLASS 200)'
NOM ALL TAPS TO BE MADE ON TOP, QUARTER OF MAIN.
STANDARD WATER TAP ` DETAIL
NOT TO SCALE
Name I Date
Drawn By: PAGE
Checked By: JOHNSTON COUNTY WATER
Approved By: Department of Public Utilities - - STANDARD DETAIL - 19
Scale, I P.O. Box 2263 Standard Water Tap
Smithfield, NC 27577 of 47
Rev. Descrl tion Date InR.
CONCRETE T,IRUST BLOCK
AT 45' BENS. ,
SEE THRUST BLOCK DETAIL
•• • FOR DIMENSIONS OF BLOCK.
10' MAX.
ALL PIPE SEGMEKTS LESS
THAN 10' SHALL REQUIRE
3'4" S.S. THREADED RODS CONCRE OD`40IlST BLOCK,
s+ ,
AT 90' BEND.
SEE THRUST BLOCK DETAIL
FOR DIMENSIONS OF BLOCK.
ROD REQUIREMENTS
SIZE OF 45' BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED
6" 4,328 2
8 °. 7,694 2
12 "' 17,312 2
16" 30,779 4
20" 48,091 6
24" 69,252 8
GENERAL NOTES
1. RODS AND NUTS SHALL BE OF TYPE 304 OR TYPE 316 STAINLESS
STEEL.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT
BENDS.
VERTICAL BEND RODDING
AND BLOCKING DETAIL
NOT TO SCALE
Name Date
Drawn By: WATER PAGE
Checked By; JOHNSTON COUNTY D RD DETAIL
roved 8 : Department of Public UW STAN A INeS � 7 -
scale: P.O. Box 2263 Critical Bend Roddrig
Smithfield, NC 27577 and Blocking Det_ils Of 47
Rev. I Description Date Init
#3 REBAR —" tp•
2 EA 2"
• 41 L t 4'
ti �� 4••f 2
FT
24'
PROTECTOR RING SHALL,
BE 3,000 P.S.I.
CONCRETE."
CONCRETE PROTECTOR, RING
NOT TO SCALE
i
Narita Date
Drawn By: PAGE
Checked ST. JOHNSTON COUNTY - - WATER
Approved By: Department of Public Utlites STANDARD DETAIL 14
scale: P.O. Box 2263 Concrete PTOteCt ®GiRIOg
- Smithfield, NO 27577 - - Of 47
Rev. Desai lion Date Init,
UD SHALL BE LABELED "WATER METER" AND
SHALL BE *AMR" TYPE WiTH METAL FU= -UP UD AND 2" HO
FINISHED GRADE
-II METER (US GAL) III
" x 14" 7" MIN. I I-
3° MIN. CLEARANCE
--I- MIN. 4" WASHED IsTONE
20" MIN. LOCK TYPE
METER ANGLE
CL SiOF CHECK BLOCK SUPPOF: OR
VALVE STONE AS NEEED
7"
OR I' CLASS 200
POLYEG' LENE WATER
t... SERVICE LINE
VIDE BODY OR
DOUBLE "a'RAP SADDLE
METER YOKE SHALL BE COPPERSETTER
MUELLER NO. H- 1404 -2,
FORD NO. VH -72 -7W
OR APPROVED EQUAL FOR METER YOKE COMPLETE WITH Jt
314' SERVICE DUAL PURPOSE FITTINGS CORP. STOP .
WATER GAIN'
NOTE:
1, CONTRACTOR SHALL PLACE METER BOX IN NON TRAFFIC AREA
ONLY.
24 PLASTIC METER BOX SHALL BE CENTURY #1015, NDS D1200,
OR APPROVED EQUAL
3. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX.
4. METER YOKE TO MUELLER No. H- 1404 -2, FORD No.
VH -72 -7W OR APPROVED EQUAL
5. METER TO MEET AWWA C- 700 -71 SiDS. AND SPECS.
3Z4 py & 1 WATER METER SERVICE DETAIL
NOT TO SCALE
Name I Data
Drawn By: WATER PAGE
Checked By: JOHNSTON COUNTY
Approved B Department of Public Utilities STANDARD DETAIL �]
p 3" a _GO
scale: P.o. Box 2zs3 /4 andl
Smithfield, NC 27577 Water Meter SerAce of 47
Rev. Descd lion Dete init.
#3 REBAR —" tp•
2 EA 2"
• 41 L t 4'
ti �� 4••f 2
FT
24'
PROTECTOR RING SHALL,
BE 3,000 P.S.I.
CONCRETE."
CONCRETE PROTECTOR, RING
NOT TO SCALE
i
Narita Date
Drawn By: PAGE
Checked ST. JOHNSTON COUNTY - - WATER
Approved By: Department of Public Utlites STANDARD DETAIL 14
scale: P.O. Box 2263 Concrete PTOteCt ®GiRIOg
- Smithfield, NO 27577 - - Of 47
Rev. Desai lion Date Init,
UD SHALL BE LABELED "WATER METER" AND
SHALL BE *AMR" TYPE WiTH METAL FU= -UP UD AND 2" HO
FINISHED GRADE
-II METER (US GAL) III
" x 14" 7" MIN. I I-
3° MIN. CLEARANCE
--I- MIN. 4" WASHED IsTONE
20" MIN. LOCK TYPE
METER ANGLE
CL SiOF CHECK BLOCK SUPPOF: OR
VALVE STONE AS NEEED
7"
OR I' CLASS 200
POLYEG' LENE WATER
t... SERVICE LINE
VIDE BODY OR
DOUBLE "a'RAP SADDLE
METER YOKE SHALL BE COPPERSETTER
MUELLER NO. H- 1404 -2,
FORD NO. VH -72 -7W
OR APPROVED EQUAL FOR METER YOKE COMPLETE WITH Jt
314' SERVICE DUAL PURPOSE FITTINGS CORP. STOP .
WATER GAIN'
NOTE:
1, CONTRACTOR SHALL PLACE METER BOX IN NON TRAFFIC AREA
ONLY.
24 PLASTIC METER BOX SHALL BE CENTURY #1015, NDS D1200,
OR APPROVED EQUAL
3. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX.
4. METER YOKE TO MUELLER No. H- 1404 -2, FORD No.
VH -72 -7W OR APPROVED EQUAL
5. METER TO MEET AWWA C- 700 -71 SiDS. AND SPECS.
3Z4 py & 1 WATER METER SERVICE DETAIL
NOT TO SCALE
Name I Data
Drawn By: WATER PAGE
Checked By: JOHNSTON COUNTY
Approved B Department of Public Utilities STANDARD DETAIL �]
p 3" a _GO
scale: P.o. Box 2zs3 /4 andl
Smithfield, NC 27577 Water Meter SerAce of 47
Rev. Descd lion Dete init.
UD SHALL BE LABELED "WATER METER" AND
SHALL BE *AMR" TYPE WiTH METAL FU= -UP UD AND 2" HO
FINISHED GRADE
-II METER (US GAL) III
" x 14" 7" MIN. I I-
3° MIN. CLEARANCE
--I- MIN. 4" WASHED IsTONE
20" MIN. LOCK TYPE
METER ANGLE
CL SiOF CHECK BLOCK SUPPOF: OR
VALVE STONE AS NEEED
7"
OR I' CLASS 200
POLYEG' LENE WATER
t... SERVICE LINE
VIDE BODY OR
DOUBLE "a'RAP SADDLE
METER YOKE SHALL BE COPPERSETTER
MUELLER NO. H- 1404 -2,
FORD NO. VH -72 -7W
OR APPROVED EQUAL FOR METER YOKE COMPLETE WITH Jt
314' SERVICE DUAL PURPOSE FITTINGS CORP. STOP .
WATER GAIN'
NOTE:
1, CONTRACTOR SHALL PLACE METER BOX IN NON TRAFFIC AREA
ONLY.
24 PLASTIC METER BOX SHALL BE CENTURY #1015, NDS D1200,
OR APPROVED EQUAL
3. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX.
4. METER YOKE TO MUELLER No. H- 1404 -2, FORD No.
VH -72 -7W OR APPROVED EQUAL
5. METER TO MEET AWWA C- 700 -71 SiDS. AND SPECS.
3Z4 py & 1 WATER METER SERVICE DETAIL
NOT TO SCALE
Name I Data
Drawn By: WATER PAGE
Checked By: JOHNSTON COUNTY
Approved B Department of Public Utilities STANDARD DETAIL �]
p 3" a _GO
scale: P.o. Box 2zs3 /4 andl
Smithfield, NC 27577 Water Meter SerAce of 47
Rev. Descd lion Dete init.

� I I I
� . .
� I
I �
. . . I
� � I I I
I .
I . I
I I
I I
­:1
I :
� I .
I � I
. . I
I
. I �
�
I . .
I � � I
� .
R,
I I I - �
I I I
I � I �
_
STORM SEWER, & POTABLE WATER MAIN
COME IN CONTACT WITH ANY PART OF A
. FORD VBH7) -15B X
12' MINIMUM
2' -6.
F
4' MIN.
•..
-: 90 YOKE FOR METER
CONICAL MANHOLE TOP
HEAT SHRINK MANHOLE
SEPARARON
RPZ
CAST IRON FRAME AND
- . -
WATER SERVICE FROM
..
.. -
72' 8
RINGS (AS REQ'D)
4
1
�_ 4" MIN
WATER SEANCE
14° *
- . WATERMAIN
AQUA
O
. .4 GRAVITY
d
ONES.
Aqua North Carotin, Inc.
-
�
t
.
2 A MNIMUM HORIZONTAL SEPARATION OF
MAI N
PLAN
1
REMOVE PLUG INSTALL CLEAR L. UT AND
CONCRETE PAD.
o
z
9
I O OUTSIDE SHALL BE
(( FEET OUTSIDE T
THREE 3)
.REUSE WATER
-
I
TED ENCLOSURE 'NOT BOX'.
-
-
3' MIN
'Ift'IXtOCOWL'. OR EQUAL ENCLOSURE
-
BURIED TO 6' AT
ROSS G HAZARD
- 18" MIN
SIULL NAVE A HINGED LOCKABLE LA
I
3. IN AREAS WHERE R IS NOT PRACTICAL TO
INTERSECTIONS OR.
WHERE' CROSSING
-
AND MINIMUM 9' CLEARANCE ON EACH
.
-
RPZ BACKR.OW PREVENTER
END & EACFt SIDE OF THE RPZ
MAIN MUST BE LAID IN A SEPARATE TRENCH OR
WATER LINE AND
-
FESCO - RPZ MODEL 82
..
Y•
_ - -
-
-
-
-
FLANGE. COUPLING ADAFLEF
....
SUCH AN ELEVATION THAT THE BOTTOM OF THE
CLEARANCE
ALL PLANTINGS & STRUCTURE:' AROUND
A LEAST EIGHTEEN 18 INCHES
WATER MAIN IS T O
- -
- - FINISHED GRADE
FORD VBH77 -18B X
10 YOKE FOR METER
WfM HINGE)
'TOUCH uD
SANITARY GRAVR:`. MAIN
6-
-
I 1 2" PVC -
OR STORM SEWEi3
WnNEOOUBLE CHECK
_READ'
RECESSED NUT.
(( ))
HORIZONTAL SEPARATION OR EIGHTEEN 18 INCH
WA MAIN
SHALL BE MALNTAINW BETWEEN TER
SANITARY GRAVITY SEWER. STORM SEWER OR
)Ti R ALTERNATIVES SHALL
18. DEVIATIONS AND . E
I I I
-1 I r�
..
RECLAIMED WATER LINES.
NATURAL. GROUND
�t.i
tE IRON IF THE OTHER UNE IS A
MAIN TO DUCTILE
STORM SEWER.
�
PRI OR TO IMPLEMENTATION
Q
z
DAYLIGHT
(24) INCHES VERTICAL CLEARANCE BETWEEN THE
A MAIN AND STORM SEWER THE WATER
WATER
17. THERE SHALL BEAN EIGHTEEN (R INCH
ON:4 EEN WATER MAINS
VERTICAL siPAItAn ETw
o
P
I I I
MAIN SHALL BE UPGRADED TO DUCTILE IRON.
ONE FULL LENGTH OF PIPE SHALL BE CENTERED
AND SANITARY i.CRCE MAIN SAT
HORIZONTAL SEPARATION OR EIGHTEEN 18) ..
(
AT THE POINT OF CROSSING.
CROSSINGS WITHOUT : ,CEPnON. CONFLICTS WITH
HOUT.
EI
to
INCHES VERTICAL SEPARATION IN A SEPARATE
TRENCH CANNOT BE MAINTAINED. UPGRADE THE
MW
- -
:. CONCRETE METER BOX.-
GRAVITY SANRARY SEWER (IF BONG NEWLY
SANITARY
GRAVITY SEWER WHERE THERE IS LESS THAN
BE REPORTED TO AQU..NORTH CAROLINA,
�j
,INSTALLED) TO AWW A C -900 D:R..18 PVC AND
'iHYDROSTAnCAIlY
I . Id
CA' NS MUST BE
AC. ENGINEER. SPE l SOLUTIONS
INC./ ENGINEER.
I
- -
FROM THE WATER MAIN, UPGRADE THE, SANITARY
. BROOKS. No. 35 -H
�
GRAVITY SEWER TO DIP PVC AND
IMPLEMENTATION.
«9
HYDROSTATICALLY TEST R TO WATER MAIN
STANDARDS. PIPES SHALL LOCATED SO THAT
.
-
- WITH 12' EXTENSION
S FROM EACH
JOINTS ARE AS FAR AS POSSIBLE
GREATER THAN 4'- INCHES EL- r,VA11ON
g
OTHER.
RESPONSIBILITY
DIFFERENCE
D FFEREN E
7. CONSIDERED NS AND OTHER ALTERNATIVES SHALL
BE CONSIDERED CASE -BY -CASE BASIS AND
.. :.
BY PLUMBER
MUST RECEIVE SPECIFIC APPROVAL BY AQUA
E
UNE AND THE ABOVE MINIMUM SEPARATION IS
NOT MET, UPGRADE THE RECLAIMED WATER UNE
L
®D
MATERIAL TO DUCTILE IRON.
_
o
WATER SERVICE FROM
W
IN TRAFFIC AREAS.
(GASKETED ONLY)
/
AS
I
z
7
WATER SERVICE
N
WA
.- I
- -
......................
7.7...
BY LICENSE D UNDERGROUND
- `90" BEND ..:
1L .71 . 97 BEND
. .SERVICE
m
1' 2
CLASS 200 POLYE HELYNE
- . SERVICE LINE
..........
. I 200 POLYEMk1YNE
:::BYPASS
t8ffi
DUPLIX 011ILET SNAIL i
BE PROVIDED FOR POWER
TO BOX
-
VALVE,•
ABOVE THE CROSSING HAZARD.
HUT
{
o
{37
wASHm STONE
..
I -
-
e CONCRETE SLAB. .
- '.
Or PVC DRAIN
SECTION
MIN. 9' WIDER THAN BOX
REQUIRED FOR HOUSE
EQ ED
TO DAYLIGHT
c
CURB, DO NOT PLACE C.O. C.o. 0.: SIDEWALK.
ON ALL SIDES
- 1 1 /2p"
and 2"
WATER .
SERVICE W/
R P Z
41.
Oc B F P
NOT TO SCALE
EPAIR MAINTENANCE RESPONri171LRY FOR
//
Name Date -
SANRAI�Y LATERALS IS T >IE MAINLINE TO
.
Drawn Sr.
THE C.O. DESCRIBED IN THE 6_l0T' ABOVE. THE
WATER
PAGE .
PROPERTY OWNER IS RESPON"iISLE UPSTREAM
Checked e .
.
MAX
JOHNSTON COUNTY
STANDARD DETAIL
- -
Yed B .
TO THE MAINLINE WHERE AQUP, NORTH
Dep (tent of Public UWitles
I
1 %" and 2" Meter &
2I 1 I .
Scale:
COMBINATION WYE
P.O. Box 2283
SmIthlield, N. O 27577
Bactdiow Assembly
of 47
-
Rev.
I Description IDate
Init.
I
PROFI LE
t2
9
I
RAISED 1-4* LETTERS
FLUSHED WITH TOP OF
COVER LABELED
SANITARY
1.
1. ARTERIAL ROADWAYS - USF RING
AND COVER SERIES 170 -8J. HEAVY.
DUTY LOAD RATING. COVER WEIGHT
217 #, TOTAL WEIGHT 3721.
2. ALL OTHER APPLICATIONS - USF
RING AND COVER SERIES 170 -J.
HEAVY DUTY LOAD RATING. COVER
WEIGHT 150 #, TOTAL WEIGHT 305 #.
3. CITY IDENTIFIER SHALL BE USED
FOR CITY OWNED STRUCTURES
ONLY. PRIVATE FACILITIES SHALL
ONLY BE IDENTIFIED AS TO USE.
4. AQUA NORTH CAROLINA MAY
REQUIRE LOCKING MANHOLES AT
CERTAIN LOCATIONS.
23 3" _1 171!
1
MANHOLE COVER TYPE BJ
23 �" E11'
M2� 0M
MANHOLE COVER TYPE J
22}'
J�__ I
- e®-2 ,4" ---i
30}'
USF 170 MANHOLE RING
mom 23 MANHOLE FRAME AND COVER DETAILS /LAS
05/2012 Aqua North Carolina, Inc.
HEAT SHRINK MANHOLE
I .
CAST IRON FRAME AND
ENCAPSULATION SYSTEM
COVER. SEE NOTE #1
-SEE NOTE �2
STORM SEWER, & POTABLE WATER MAIN
COME IN CONTACT WITH ANY PART OF A
CONCRETE ADJUSTING
RINGS (AS REQ'D)
2' -6.
F
4' MIN.
•..
,
'.
•,
CONICAL MANHOLE TOP
HEAT SHRINK MANHOLE
STRUCTURE
SiR
ENCAPSULATION SYSTEM
CAST IRON FRAME AND
- SEE NOTE2
COVER. SEE NOTE #1
-,- 2' -6'
CONCRETE ADJUSTING
72' 8
RINGS (AS REQ'D)
4
1
�_ 4" MIN
SANTARY
14° *
c,
AQUA
oR
. .4 GRAVITY
ONES.
Aqua North Carotin, Inc.
SANITARY GRAVITY. FORGE MAIN, REUSE MAIN,.
9. NO WATER PIPE SHALL PASS THROUGH OR
FINISHED GRADE
C D
D E
STORM SEWER, & POTABLE WATER MAIN
COME IN CONTACT WITH ANY PART OF A
r
SEPARATION NOTES & SOLUTIONS
SANITARY SEWER MANHOLE OR STORM SEWER
15" A
3' MIN
c
12 TO �8' 6
STRUCTURE
SiR
__ i.
10.C. MIN -
24.5" 1
d
1. A MINIMUM HORIZONTAL SEPARATION OF TEN
(10) FEET OUTSIDE TO OUTSIDE SNAIL BE
D GRADE
FINISHED
TABLE WA ER MAIN
72' 8
c
-
>?
0
MAINTAINED BETWEEN WATER MANS AND
15" A
SANTARY
14° *
c,
SANITARY GRAVITY SEWER OR STORM SEWER
I I I
4WATER
. .4 GRAVITY
ONES.
1
SEWER MAIN OR SORM EW
t
.
2 A MNIMUM HORIZONTAL SEPARATION OF
MAI N
1
REMOVE PLUG INSTALL CLEAR L. UT AND
CONCRETE PAD.
o
z
9
I O OUTSIDE SHALL BE
(( FEET OUTSIDE T
THREE 3)
.REUSE WATER
18" MIN
FINISHED GRADE
FlN J.
MAINTAIHIED BETWEEN WATER MAINS AND
WATER LINES CARRYING UNRESTRICTED. %.
RECLAIMED W
MAIN " SHALL BE
3' MIN
z
PUBLIC ACCESS REUSE WATER. -
BURIED TO 6' AT
ROSS G HAZARD
- 18" MIN
I
3. IN AREAS WHERE R IS NOT PRACTICAL TO
INTERSECTIONS OR.
WHERE' CROSSING
_ ' 1 11
MAINTAIN THE REQUIRED SEPARATION, THE WATER
WITH POTABLE
REMOVABLE STOPPER
SEWER MAIN
MAIN MUST BE LAID IN A SEPARATE TRENCH OR
WATER LINE AND
LATERALS SHALL HAVE 4 Ctrl. 1NOUTS.
ON AN UNDISTURBED EARTH SHELF LOCATED ON
WILL MAINTAIN
POTABLE
ONE SIDE OF THE SANITARY GRAVITY SEWER,
STORM SEWER OR RECLAIMED WATER LINE AT
EIGHTEEN (18) INCH
I WATER
. MAIN
SUCH AN ELEVATION THAT THE BOTTOM OF THE
CLEARANCE
ALL PLANTINGS & STRUCTURE:' AROUND
A LEAST EIGHTEEN 18 INCHES
WATER MAIN IS T O
.
ELDER VALVE
ABOVE THE TOP OF THE OTHER LINE.
SANITARY GRAVR:`. MAIN
10. A MINIMUM OF VERTICAL SEPARATION OF .
OR STORM SEWEi3
4. IF THE MINIMUM ALLOWABLE TEN (10) FOOT
EIGHTEEN 18 INCHES OUTSIDE TO OUTSIDE
( )
RECESSED NUT.
(( ))
HORIZONTAL SEPARATION OR EIGHTEEN 18 INCH
WA MAIN
SHALL BE MALNTAINW BETWEEN TER
SANITARY GRAVITY SEWER. STORM SEWER OR
)Ti R ALTERNATIVES SHALL
18. DEVIATIONS AND . E
9
a
VERTICAL SEPARATION IN A SEPARATE.
MAINTAINED. UPGRADE THE WATER
CANNOT BE MAI
..
RECLAIMED WATER LINES.
.,�, -' -
BE CONSIDERED ON ..!.,E BY CASE BASIS AND
MUST RECEIVE SPE CIFt' APPROVAL BY. NCDENR
tE IRON IF THE OTHER UNE IS A
MAIN TO DUCTILE
STORM SEWER.
11. WHEN THERE IS LESS THAN TWENTY FOUR
PRI OR TO IMPLEMENTATION
Q
z
S. IF THE N ON- CONFORMING UNE IS A GRAVITY
(24) INCHES VERTICAL CLEARANCE BETWEEN THE
A MAIN AND STORM SEWER THE WATER
WATER
17. THERE SHALL BEAN EIGHTEEN (R INCH
ON:4 EEN WATER MAINS
VERTICAL siPAItAn ETw
o
P
SANITARY SEWER AND TEN 10 FEET OF
(
MAIN SHALL BE UPGRADED TO DUCTILE IRON.
ONE FULL LENGTH OF PIPE SHALL BE CENTERED
AND SANITARY i.CRCE MAIN SAT
HORIZONTAL SEPARATION OR EIGHTEEN 18) ..
(
AT THE POINT OF CROSSING.
CROSSINGS WITHOUT : ,CEPnON. CONFLICTS WITH
HOUT.
EI
to
INCHES VERTICAL SEPARATION IN A SEPARATE
TRENCH CANNOT BE MAINTAINED. UPGRADE THE
12. IF THE NON- CONFORMING IS A SANITARY
EXISTING ONES, WHER:;R IS NOT POSSIBLE TO
S
MAINTAIN THE REQUIRID SEPARATION. IT HALL
}
GRAVITY SANRARY SEWER (IF BONG NEWLY
SANITARY
GRAVITY SEWER WHERE THERE IS LESS THAN
BE REPORTED TO AQU..NORTH CAROLINA,
�j
,INSTALLED) TO AWW A C -900 D:R..18 PVC AND
'iHYDROSTAnCAIlY
F3GHiEEN (18) INCHES VERTICAL CLEARANCE
CA' NS MUST BE
AC. ENGINEER. SPE l SOLUTIONS
INC./ ENGINEER.
160' el.
TEST.R TO p
FROM THE WATER MAIN, UPGRADE THE, SANITARY
"ACCEPTED BY NCDENF PRIOR T0.
�
GRAVITY SEWER TO DIP PVC AND
IMPLEMENTATION.
8. IF THE OTHER LINE A RECLAIMED WATER
I
II UNE AND THE ABOVE SEPARATION REQUIREMENTS '
HYDROSTATICALLY TEST R TO WATER MAIN
STANDARDS. PIPES SHALL LOCATED SO THAT
H BUILDING .. LABS ARE NOT
WHEN WHEN BOTH
ARE NOT MET, UPGRADE THE RECLAIMED WATER :
UNE MATERIAL. TO DUCTILE IRON.
S FROM EACH
JOINTS ARE AS FAR AS POSSIBLE
GREATER THAN 4'- INCHES EL- r,VA11ON
g
OTHER.
RESPONSIBILITY
DIFFERENCE
D FFEREN E
7. CONSIDERED NS AND OTHER ALTERNATIVES SHALL
BE CONSIDERED CASE -BY -CASE BASIS AND
S CLAIMED WATER
IF THE OTHER UNE L ARE
13. E
BY PLUMBER
MUST RECEIVE SPECIFIC APPROVAL BY AQUA
E
UNE AND THE ABOVE MINIMUM SEPARATION IS
NOT MET, UPGRADE THE RECLAIMED WATER UNE
w
NORTH CAROLINA INC. AND NCDENR PRIOR TO
MATERIAL TO DUCTILE IRON.
o
IMPLEMENTATION.
W
IN TRAFFIC AREAS.
(GASKETED ONLY)
LEAST A TEN 10 F00T
8. THERE SHALL 8E AT ( )
14. SPECIAL STRUCTURAL SUPPORT OR
CONCRETE SADDLES MAY BE NECESSARY AT THE
z
7
N
SEPARATION BETWEEN WATER MAINS AND
CROSSING LOCATION.
B" PVC RISER
BY LICENSE D UNDERGROUND
SANITARY SEWER FORCE MAINS WITHOUT
m
N
FIELD PROBLEMS SHALL BE
EXCEPTION Fl
15. R IS PREFERABLE TO LAY THE WATER MAIN
-
REPORTED TO NCOENR/ENGINEER. SPECIAL
ABOVE THE CROSSING HAZARD.
14. ALL LATERALS SHALL HAVE C Ls SET O 2-FT
{
o
SOLUTIONS MUST BE ACCEPTED BY NCDENR
BACK OF CURB OR 2 -FT BAC,t OF SIDEWALK.
PRIOR TO IMPLEMENTATION.
TERMINAL DEPTH AS
TER
2X MIN: 45' BEND
FRANIE AND COVER
"SANITARY'
FINISH GRADE
D
(�
RUEISER 1
CHIMNEY CONC, ADJUSTING
SEAL
RUNGS (5 MAX)
2 COATS (8 ';MIL 1 I I • EA) COAL'cAR S•
EPDXY INTEi =;iOR :p e
& JG!IVTS ECCENTRIC
;5 , CONICAL SECTION
L
E
STRIP JOINT
A -LOK OR UNK SEAL GAEi A l SEALANT
))
y
PRE -CAST CONC.
BENC;�IING a'LA y r
;r �lrx.1 ,.
%.$: ^rcV �1. 1N
F �T"
89 CRUSHED STONE t
�Icyi =SIZE
UP' TO 24" PIPE: 48" MANHOLE
UI~ TO 36" PIPE: 60" MANHOLE
OV SR 36" PIPE: 72" MANHOLE
NOTES:
1. PRE -CAST CONCRETE SHALL r-I'- TYPE 2 CEMENT (4,000 PSI).
2. LIFT HOLES NOT PERMITTED TL.I30UGH PRE -CAST SECTIONS.
3. ALL OPENINGS SHALL BE SEALED WiTH NON- SHRINK GROUT.
4. INSTALL FLOW CHANNEL INSIDE MANHOLES.
5. SERVICE LATERALS SHALL GENIERALLY NOT BE PERMITTED DIRECTLY INTO MANHOLES.
6. PLACE TWO HALF -MOON SHAPED PLYWOOD (3/8" TH. MIN.) IN BOTTOM OF MANHOLE AFTER PIPES HAVE
BEEN CONNECTED TO KEEP DC3RIS FROM ENTERING SEWER. 11 I
7. REINFORCING STEEL PER ASTM'. C478 -88A.
8. PROVIDE 5' X 5' X 12" CONCE?ETE COLLAR AROUND COVER FRAME, WITH 4 - #4 REPAR E.W. IN UNPAVED
AREAS.
9. PROVIDE PIPE TO MANHOLE S ILL: A -LOK GASKET PER ASTM C -433 SPECIFICATION CAST INTEGRALLY IN
MANHOLE WALL AND LOCATED AS DIRECTED. GASKET DESIGNED TO MEET TEST AND PERFORMANCE
REQUIREMENT OF ASTM C -42: SPECIFICATION. JOINT SHALL ALLOW 10' OMNIDIRECTIONAL DIRECTION.
10. JOINT SEALANT SHALL BE BLr "?_ RUBBER OR BITUMINOUS MASTIC GASKET PER ASTM C -990' SPECIFICATION.
PROVIDE BUTYL -LOK BY A -LO!i' PRODUCTS, INC.
11. MANHOLE STEPS SHALL BE t iMCH GRADE 60 STEEL ENCAPSULATED IN POLYPROPYLENE CONFORMING TO `
ASTM C478.
12. MANHOLE FRAME AND GASKErED COVER SHALL BE NEENAH MODEL R -1743 OR AN APPROVED EQUAL
13. SEAL MANHOLE FRAME AND GIF OE RINGS WiTH WRAPIDSEAL HEAT SHRINK ENCAPSULATION SYSTEM BY
CANUSA -CPS, INC.
14. MANHOLES GREATER THAN 15' SHALL HAVE AN INTERMEDIATE LANDING CONSTRUCTED OF PRECAST
CONCRETE.
15. MANHOLE UPSTREAM OF WW 6 °! WT SHALL BE A GRIT TRAP TYPE WITH 2" SUMP.
Ow" .Ac ..AQUA
16
�, � �R'ANDARD MANHOLE DETAIL
05/2012 Aqua North Carolina, Inc.
MH DCri�, -I A
A B
B C
C D
D E
E F
F
UP TO P2' 1
8245" 1
REQUIRED.
15" A
AS REQ'D 8
8"
12 TO �8' 6
148:1 8
8" 2
24.5" 1
15" A
AS REQ'0 1
10"
18' AND F;�iEPER 7
72' 8
8" 2
24.5" 1
15" A
AS REQ'D 1
14° *
NON -SKID SURFACE
FOR PERSONNEL SAFETY
.i S
>tO PIPE ER
SLOPE ` 11 4 F
:. - +.. •e
3' IIN
CONCRETE BONDING AGENT
SEE NOTE
A UA
Q�
uo North Carolina, Inc.
I I
I � I I . .
NOTE:
I " 11 � I � I I
Y
. -
1.' THE SITE DEVELOPER SHALL E''':=AVE THE
I
REQUIRED.
CLEANOUT RISER 3' -4' ABOVE : :GRADE AND IT
SHALL REMAIN SO UNTIL LO„ :BUILD OUi. THE
d
c
1=,T,-AS
`
MIN
�0- '�
RISER SHALL THEN BE CUT Pd .10 CAPPED AT
FINISH GRADE WiTH A CONI.,R ETE PAD.
ED
o
c
'DOWNST
LOT LINE
CLEANOUT
2. ALL CLEANOUTS TO BE FLUSH: WtiH FINISH
GRADE.
3. UTILITY ONTRACTOR TO INSTALL & PRESSURE
LiTY
E
W
z
FR11NG
TEST W11 AND INSTALL PLUG. PLUMBER TO
1
5 MIN �
1
REMOVE PLUG INSTALL CLEAR L. UT AND
CONCRETE PAD.
0
z
<
30' BEND
4. MARK CURB WITH 'S' WHERE . LHITERAL CROSSES
'. o
�
z
•
UNDER CURB.
11
5. ALL COMMERCIAL AND RESIDEMv SINGLE
REMOVABLE STOPPER
SEWER MAIN
LATERALS SHALL HAVE 4 Ctrl. 1NOUTS.
SET IN JOINT COMPOUND
SIZE VARIES
6.' MAINTAIN A MINIMUM OF 3 CI�ARANCE FREE OF
ALL PLANTINGS & STRUCTURE:' AROUND
.
ELDER VALVE
C OUT.
LEAN
7. CtEANOUT CAPS SHALL BE SL. 3TTED OR HAVE A
RECESSED NUT.
ELM
8.. CLEAN - OUT SHOWN DASHrt `o SHALL BE ,
( )
O.iTRACTOR TO
INSTALLED BY THE UTILITY C 1.
FINAL CONFIGURATION IN ACCORDANCE WITH
STANDARD PLUMBING CODE.
9. DOUBLE LATERALS ARE TO BE :AVOIDED
WHENEVER POSSIBLE. LOCAT. 'DOUBLE LATERAL
AS CLOSE TO LOT UNE AS POSSSIBLE, 5'
a
MAXIMUM. I 11
13
10. INVERT OF SERVICE LATERAL LrIALL NOT ENTER
a
SEWER MAIN BELOW PRING UHAE.
19 DOUG SERVICE LATERAL TO . 'SE USED ONLY
LE ERVI
H BUILDING .. LABS ARE NOT
WHEN WHEN BOTH
AQUA NORTH CAROLINA
GREATER THAN 4'- INCHES EL- r,VA11ON
g
RESPONSIBILITY
DIFFERENCE
D FFEREN E
BY PLUMBER
12. SERVICE LA PIPING AND i 'Fi1TINGS TO BE
TERAL N
w
PROVIDE BRASS RING & PLUG
6' SDR35 PVC UNLESS OTHETe,YllSE NOTED.
o
W
IN TRAFFIC AREAS.
(GASKETED ONLY)
II
z
7
r. PAINTED GREEN
P -FOG.
13 INSTALL 4'X4' ONE
yr
B" PVC RISER
BY LICENSE D UNDERGROUND
AND 3M MAGNETIC MARKER TC ',IDENTIFY
T THE PROPERTY
SINGLE PIECE
0
UTILITY CONTRACTOR
OF C OUT s A
LOCATION LEAt•I ()
'UNE
-
ELDER VALVE
14. ALL LATERALS SHALL HAVE C Ls SET O 2-FT
BACK OF CURB OR 2 -FT BAC,t OF SIDEWALK.
TERMINAL DEPTH AS
TER
2X MIN: 45' BEND
IF SIDEWALK IS IMMEDIATELY AL':JACENi TO
REQUIRED FOR HOUSE
EQ ED
c
CURB, DO NOT PLACE C.O. C.o. 0.: SIDEWALK.
SERVICE (18" MIN,
6" MINIMUM
15. AQUA NORTH CAROLINA, INC.
_
5' 0" MAX) MAX
EPAIR MAINTENANCE RESPONri171LRY FOR
//
SANRAI�Y LATERALS IS T >IE MAINLINE TO
THE C.O. DESCRIBED IN THE 6_l0T' ABOVE. THE
ROTATE MY (TYP)
PROPERTY OWNER IS RESPON"iISLE UPSTREAM
.
MAX
OF C.O. _
16. PVC SDR -26 SHALL BE USED FROM THE C.O.
EWER MAID
N
TO THE MAINLINE WHERE AQUP, NORTH
SIZE VARIES
r:
CAROLINA, INC. IS RESPONSIrh FOR
COMBINATION WYE
REPAIR /MAINTANCE.
N
-
_' -
N
I
PROFI LE
t2
9
I
I o
I.
I I
I � I I . .
.
J1
I " 11 � I � I I
Y
. � I I . I I 11111-1 I � I
I � I � I I... - ­111 I � I
-
I I . I � I . I I . I
I - , �
.
ON
OF FLOW:
con c w e propose . .cons rue on. In addition, the contractor is ;
responsible onsible for repair and replacement acement of any utilities, curb and gutter,
-
avement' etc. that ma be
p � damaged .during construction... Damaged .: �2 ,
Items shall be re aired o e
at least
the ud
lit of the original
P q X � cn
workmanship. The con:ractor shall field. verif Y depth of existing utilities 1
: _I - .'
and relocate if ro ose..: grading causes utility, (" o0
p p g.. . cover to be less. than =.
to
minimum `required. : i .-
0) sl'
0) 16. All temporary .erosion control
measures sha
1 be inspected a e
ft r each"
to
rain event and necessary 'repairs shall . be .done as re wired. \ N d' C-4 . .
' I .
17. Each A of shall have 4 ra. a sewer service at the center.. " of the lot,.and a 1(l to N N -:
,.. N
3/4" wa a se ice occ:�:
t r ry I ed 3 ,
from
the property art Y line.'
v
18. Water a o Pc(e -: „
11 I - ff
services re t an ed where ossible. _ Where ah ed • • N
9 9 P 9 9 ... W
W
service crosses under i s road ' ' '
the line must be
11". All s
ery ice pipe
J
under roads - shall. be sieved. -, ,
uu 0 x m
U = O
19. Waterline. to be Tess r_ tested at minimum 175
75 psi. Q
20. Du a its, o
ctile Aron PP
i san sewer
must be
Interior L co a tea with Sew per Coat,'
or Protecto 401 er Johnston Count
p requirements-
21. Contractor to test sewe:� & water -line according to Aqua North _Carolinas :,
2012 standards. .1
22. Contractor shall install ._tub outs foe r sanita rY sews which hich ' shall have
a depth of TILT rester =Elan 6' below the finished grade at the termination W
of the I to .The locction Shall
a ral. be marked by a 4 »
PVC turn-up at the
C o „
en o lateral. C . s
it c o
d f the la a i r will mark all sewer services. with a S
f,
h in
the face of the curb.
23. Contractor -shall install wafer services which shall. have a,
h C:�:
depth t �a 6 be
of no low the finishe a
greater
d r de at the termination
9
aG�`
of ice. Contra nor will
the
service
II mark all water services with a n » W n In
the ace of the curb.
24. Contractor to In er valy s `
e on all
ra sanita ry sewer, Services.. _ _;
`
25. Contractor to notify A q �;� North Carolina 48 prior to commencement of
, ,
construction and riot "'10 an t
u ilit ` war be
in
in cove
P Y Y : , _ 9 red. ;
in
Z r- . ww N
_ 7
77
)
111/� I V
working in areas; known or suspected to
contain underground uiii:ities, including hand digging. `,
15. The contractor is responsible for relocating any existing utilities that
flit ith th d t it
5. DROP STRUCTURE MN. SHALL BE A MIN.
1, MANHOLE. SHALL BE IN OF 5' DIAMETER TO 12' ABOVE TEE. DROP
ACCORDANCE WITH AQUA NORTH STRUCTURE SHAD BE INSTALLED AGAINST
CAROLINA STANDARDS, SEE WALL OF MANHOLE AS SHOWN. IF THE GRADE
MANHOLE DETAIL FOR ADDITIONAL DOES NOT ALLOW, THEN INSTALL AS CLOSE TO WALL AS POSSIBLE e
c
INFORMATION 6. DROP STRUCTURES REQUIRED FOR ALL v
2. ALL PVC FiiT1NGS FOR DROP
DROPS 8` AND GREATER IN DIAMETER, AND
STRUCTURE SHALL BE SDR 35 ci
WHEN 3 OR MORE 4' LATERALS ENTER .
:.,..
PVC WITH SOLVENT WELD JOINTS %
MANHOLES WITH 4' INTERIOR C.!
1
r , ;,,. ••; :.,• : 3. MANHOLES .GREATER THAN 12' DROPS: NO o
r .
z
: - r �. MORE THAN FOUR 4' INTER
IN DEPTH SHALL HAVE MIN. 6'
TOR DROPS ARE
NEW o
SANITARY (' 1 A EXTENDED BASE.
ALLOWED IN A 5' MANHOLE.'.
SEWER 1 4. DROP STRUCTURE SHALL BE 7, NO MORE THAN 4, FOUR INCH LATERALS OR
�; ; PLACED WHERE SEWER MAIN OR 3, SIX INCH LATERALS SHALL ENTER A 4'
A '.r
r,
M .S
DIAMETER TERMINAL MANHOLE. LATERAL VERTICAL DROP BETWEEN LE. NO MORE
1"X1 /8 "STAINLESS `�'`,� ;`•a' INVERTS EXCEEDS 2.00'. THAN 2 LATERALS (REGARDLESS OF SIZE)
STEEL STRAP
SHALL ENTER ALL OTHER 4' DIAMETER
MANHOLES. ALL LATERALS SHALL HAVE AN
PLAN INDIVIDUAL TROUGH. 5' DIAMETER MANHOLES
SDR 35 PVC SW SHALL BE USED IF THE ABOVE CONDITIONS
ARE NOT MET. THE LATERAL
INVERT SHALL
TEE WITH OPEN END
ON SPIGOT SIDE BE AT THE TOP OF THE SHELF.
8. NO MORE THAN 5 LATERALS SHALL
10. CONNECTI EXI
ONS TO STING
FLEXIBLE BOOT CONNECTED ENTER A 5' DIAMETER TERMINAL MANHOLES SHALL HAVE CORE `
TO MH WITH SS EXP. RING . MANHOLE. AND "BOOT ONLY UNLESS
9. FLEX. BOOT SHALL BE CONNECTED
APPROVED OTHERWISE BY
ERW
a
TO MH. WITH STAINLESS STEEL
PWC PROJECT
NON- SHRINK GROUT SEAL COORDINATOR. �
EXPANSION RING. FLEXIBLE BOOT it. ALL MANHOLES SHALL BE o
CONNECTORS SHALL CONFORM TO
VACUUM TESTED IN SDR 28 PVC .
ASTM C- 923 SPEC.
ACCORDANC UA
E W AQ
/ o
B' MIN PORTION OF TEE TO _
12" MAX BE REMOVED FOR.
NORTH CAROLINA, STANDARDS,
FOR TRANSITION FROM D.I. 70
MAINTENANCE PURPOSES
PVC. USE A C900 BELL X SDR 1 1 •MIN < SW TEE SDR 3 0
26 PIGOT A�pP70 . GROUT SEALED o
COMPACTEtS N0. 57 OR N0. 5 ac
C3
STONE FROM UNDISTURBED SOIL
FOR TRANSITION FROM
TO SPRING -UNE OF PIPE AS D.I. TO PVC USE A wo
1 'MIN.
DIRECTED BY PWC PROJECT C900 BELL X SDR 26 z
MIN-.--r-
COORDINATOR.: -
SPIGOT ADAPTOR.
1 "x 1 /8" STAINLESS STEEL SDR 28 PY
STRAPS CONFORMING TO THE !
FLEXIBLE BOOT` .
PIPE ANCHORED WITH STAINLESS
STEEL ANCHOR BOLTS AND "�� `
WEDGE ANCHORS. 2 STRAPS
MINIMUM, STRAPS SHALL BE 3' SDR 28 PVC
J.
O.C. MAX. PLACE STRAPS '� ,
WITHIN 1' OF TEE AND WITHIN SS STRAPS
1' OF BEND. ALL OTHER r znY""•
STRAPS SHALL BE 3' D.C.
SDR 35 SW PVC 1/4 BEND
A
TOWARD INVERT OUT. BEND SW }BEND SDR 35 :�
SHALL BE PLACED ON TOP OF m N
SHELF. CONSTRUCT TROUGH ON
TOP OF SHELF TO DIRECT SECTION "A-A! i go
DISCHARGE IN THE DIRECTI
:
working in areas; known or suspected to
contain underground uiii:ities, including hand digging. `,
15. The contractor is responsible for relocating any existing utilities that
flit ith th d t it
5. DROP STRUCTURE MN. SHALL BE A MIN.
1, MANHOLE. SHALL BE IN OF 5' DIAMETER TO 12' ABOVE TEE. DROP
ACCORDANCE WITH AQUA NORTH STRUCTURE SHAD BE INSTALLED AGAINST
CAROLINA STANDARDS, SEE WALL OF MANHOLE AS SHOWN. IF THE GRADE
MANHOLE DETAIL FOR ADDITIONAL DOES NOT ALLOW, THEN INSTALL AS CLOSE TO WALL AS POSSIBLE e
c
INFORMATION 6. DROP STRUCTURES REQUIRED FOR ALL v
2. ALL PVC FiiT1NGS FOR DROP
DROPS 8` AND GREATER IN DIAMETER, AND
STRUCTURE SHALL BE SDR 35 ci
WHEN 3 OR MORE 4' LATERALS ENTER .
:.,..
PVC WITH SOLVENT WELD JOINTS %
MANHOLES WITH 4' INTERIOR C.!
1
r , ;,,. ••; :.,• : 3. MANHOLES .GREATER THAN 12' DROPS: NO o
r .
z
: - r �. MORE THAN FOUR 4' INTER
IN DEPTH SHALL HAVE MIN. 6'
TOR DROPS ARE
NEW o
SANITARY (' 1 A EXTENDED BASE.
ALLOWED IN A 5' MANHOLE.'.
SEWER 1 4. DROP STRUCTURE SHALL BE 7, NO MORE THAN 4, FOUR INCH LATERALS OR
�; ; PLACED WHERE SEWER MAIN OR 3, SIX INCH LATERALS SHALL ENTER A 4'
A '.r
r,
M .S
DIAMETER TERMINAL MANHOLE. LATERAL VERTICAL DROP BETWEEN LE. NO MORE
1"X1 /8 "STAINLESS `�'`,� ;`•a' INVERTS EXCEEDS 2.00'. THAN 2 LATERALS (REGARDLESS OF SIZE)
STEEL STRAP
SHALL ENTER ALL OTHER 4' DIAMETER
MANHOLES. ALL LATERALS SHALL HAVE AN
PLAN INDIVIDUAL TROUGH. 5' DIAMETER MANHOLES
SDR 35 PVC SW SHALL BE USED IF THE ABOVE CONDITIONS
ARE NOT MET. THE LATERAL
INVERT SHALL
TEE WITH OPEN END
ON SPIGOT SIDE BE AT THE TOP OF THE SHELF.
8. NO MORE THAN 5 LATERALS SHALL
10. CONNECTI EXI
ONS TO STING
FLEXIBLE BOOT CONNECTED ENTER A 5' DIAMETER TERMINAL MANHOLES SHALL HAVE CORE `
TO MH WITH SS EXP. RING . MANHOLE. AND "BOOT ONLY UNLESS
9. FLEX. BOOT SHALL BE CONNECTED
APPROVED OTHERWISE BY
ERW
a
TO MH. WITH STAINLESS STEEL
PWC PROJECT
NON- SHRINK GROUT SEAL COORDINATOR. �
EXPANSION RING. FLEXIBLE BOOT it. ALL MANHOLES SHALL BE o
CONNECTORS SHALL CONFORM TO
VACUUM TESTED IN SDR 28 PVC .
ASTM C- 923 SPEC.
ACCORDANC UA
E W AQ
/ o
B' MIN PORTION OF TEE TO _
12" MAX BE REMOVED FOR.
NORTH CAROLINA, STANDARDS,
FOR TRANSITION FROM D.I. 70
MAINTENANCE PURPOSES
PVC. USE A C900 BELL X SDR 1 1 •MIN < SW TEE SDR 3 0
26 PIGOT A�pP70 . GROUT SEALED o
COMPACTEtS N0. 57 OR N0. 5 ac
C3
STONE FROM UNDISTURBED SOIL
FOR TRANSITION FROM
TO SPRING -UNE OF PIPE AS D.I. TO PVC USE A wo
1 'MIN.
DIRECTED BY PWC PROJECT C900 BELL X SDR 26 z
MIN-.--r-
COORDINATOR.: -
SPIGOT ADAPTOR.
1 "x 1 /8" STAINLESS STEEL SDR 28 PY
STRAPS CONFORMING TO THE !
FLEXIBLE BOOT` .
PIPE ANCHORED WITH STAINLESS
STEEL ANCHOR BOLTS AND "�� `
WEDGE ANCHORS. 2 STRAPS
MINIMUM, STRAPS SHALL BE 3' SDR 28 PVC
J.
O.C. MAX. PLACE STRAPS '� ,
WITHIN 1' OF TEE AND WITHIN SS STRAPS
1' OF BEND. ALL OTHER r znY""•
STRAPS SHALL BE 3' D.C.
SDR 35 SW PVC 1/4 BEND
A
TOWARD INVERT OUT. BEND SW }BEND SDR 35 :�
SHALL BE PLACED ON TOP OF m N
SHELF. CONSTRUCT TROUGH ON
TOP OF SHELF TO DIRECT SECTION "A-A! i go
DISCHARGE IN THE DIRECTI
: