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GLAND W/3/4 ~2~, ~ RODS t7~ RETAINER Gi.AND CAP SHALL BE AFFIXED. - ~~~~~~MVED R MAIN FIGW ~ '
~ THREADED a0DS9~`, o~„y!~~ T~'
TO GATE VALVE GATE VALVE W/ RETAINER GLANDS OPTIONAL TYPE "B" ~ , q'.B" SILT BASIN - ~
~R CROSS SECTION - - - - - - - • 12" THt~K SEDIMENT
TRAPEZOIDAL DITCH CONTROL 1i`roNE TER MAIN ELEVATION Y EW
TYPICAL BLOW OFF DETAILc THREAD Bi CAP AGAIVANIZED EXISTING WATER M4IN AT ENDWLITERLINE) ALL CONCRETE SHOWN IS WATERLINE, 6LUEAPDCAVAP.V.C.
' TG OR LARGER MAIN TO 2 BLOW OFF TO BE 3000 P.S. I. WATERLINE, OR SOLDER A CAP ON
>I4~~GALV. BLOW OFF A COPPER WATERLINE. ' (NOT TO SCALE) ~RMINATION OF EXISTING WATER LI BROOKS PRECAST CONCRETE „
d r>.~ ~
VALVE BOX COLLAR OR 2 W,4TER LINES AND SMALLER _ ~
FINISH GRADE APPROVED EQUAL 3/4' PV.C. 9C° BEiJD (NOT TO SCALE) ,u
~i?` ~.i a ` 6°HB ASPHALT BASECOI#2S ~i~,~o~~\~ 1~i~i,\,~y~/~' 3~4~ PV.C.TO N.PT. COUPLING OR DEPTH EQUAL TO ~SE COURSE o WELDED STEEL
MATCH EXISTING 90 ENC.SEMENT PIPE - TO
7"MAX. (A.B.C.) STONE EXISTING BASE WHICHEVER 2 I-2 PAVEMENT HEIGHT ~ICHEVER WELDED STEEL ENCASEMENT PIPE ~ WELDED STEELENCASEMENT PIPE
SOIL STREET IS GREATER ASPHALT ~
•CAST IRON VALVE BOX - - - STEEL SPIDER SUPPORT TREATED WOOD ~ ~ I _ SUPPORT. it ~i STEEL SPIDER
I~ ,I SUPPORT
SEE DETAIL-TYPICAL VERTICAL t ,v 6~ EXISTING EXISTING ~I
~ GATE VALVE INSTALLATION ~ ~ i -o b PIPE a 3/4~PV.C. PIPE _ _ ~ lip
-0 P) E .D. I' ~ u -~jSTEEL BANDING P O 0 10 ~ ~ II ~ „ II ~
I ~ ~ MECHANICAL JOINT ~ , I I ` II IIMECHANICAL JOINT 900
CLASS P ~ ' i ~ ~ D MATERIA 50 D.L_ _ i II CLASS 50 D,LP. 45 SELECTE „ L _ _ _
4~ , SEE DETAIL-THRUST BLOCK DIMENSIONS, NIPPLE ~a\P 3~ MIN. COMPACTED IN 6 CARRIER PIPE WITH i ~ II CARRIER PIPE WITH o RETAINER GLANDS AT ~ ~ ~I II RETAINER GLANDS AT 45
LAYERS EACH PIPE JOINT ; i li II , i i t I I EACH PIPE JOINT
~I _ ,
II ii I -
~NCRETE ~I II BRICK
2"PV.C.MAIN TREATED WOOD II CLASS 50 D.LP.
r 3/4"PV.C. 90°BEND UNDISTURBED EARTH BRICK H STEELSPIDERSUPPORT SUPPORT ULKHEAD CARRIER PIPE BULK EAD
„ „ OPEN CUT ~ 6 2 - o' s " I/2 GRADE 5 HEAVY DUTY BOLTS(MINIMUM) i/2 GRADE 5 HEAVY-
4 r ~ 2"PVC. PIPE NIPPLE IN SOIL STREET IN PAV D
y~~ \~\~~~a~,~`~~y~~~ ~2"HARCO DIP BELL x MALE THREADED ADAPTER. PAVEMENT ~ ~ ~ 2"D.I.P MUELLER SQ.NUT VALVE OR Af~PROVED EQUAL N V TREET WITH LOCKING NUT - 3-O DUTY BOLTS(MINIMUM) _ W17H LOCKING NUT.
g EMENT REPLACEMENT PROFILE WIT _ H SPIDER SUPPORT PROFILE WITH WOODEN SUPPORT SECTION WITH SPID R SUPPORT
1 2~'HARCO DIP BELL x MALE THREADED ADAPTER r
NOT TO SCA 1 LE
TYP~S~~~_ ~~OW OFF. D~.IL ~ATENOWATERLINE) TRENCHING DETAILS _ CAR~~IER PIPE SUPPORTS SHALL 8E ,WOODEN SKIDS WITH STEEL 8AND1 G R
N 0 STEEL
2NPVC. MAIN TO 3/4" BLOW OFF ~ (NOT TO SCALE) SPIQERS (AS.T.M. A-36 .STEEL) SUPPORTS SHALL 8E OF APPR P TREATED WOODS .gOa WELDED STEEL 0 RIATE SIZE TO SUPPORTS ~
(NOT TO SCALE) SUPPORT ANG HOLD H ,.NCASEME~iT PIPE T E CARRIER PIPE IN THE CENTER OF THE ENCASEMENT PIPE.
THE SUPPORTS SHALL 8E CA LO TED FOLLOWING AND ADJACENT TO EACH CARRIER PIPE BELL.
THE WOODEN Sl.'PPORTS SHALL BE TREATED WITH A WOOD PRESERVATIVE AND ALL T S EEL
" - 5HALL Bt. PAINTED WITH AN - I STEEL e ANTI CORFcOS VE PAINT.
MECHANICAL JOINT DUCTILE IRON PIPE WITH RETAINER GLANDS SHALL BE INSTALLED
WITHIN THE ENCASEMENT PIPE (NOT SHOWN ABOVE), LASS 50D.I.P
CARRIER
3/4~BADGER MODEL 25 FORD EC-4- I~~ 3/4"-BADGER MODEL 25 FORD EC-4- I" PIPE ,
I~ - &4DGER MODEL 70 FORD EG 233/4" I ° -BADGER MODEL 70 FORD EC -23-3/4°
METER ~ EXPANSION CONNECTION METER EXPANSION CONNECTION 90° 90°
RECONNECT WITH EXISTING
SERVICE LINE IN METER BOX
3 /4"FORD AV9~b-323WG ANG! E YOKE hEl~' VALVE 0
T EEL BANDING TREATED WOOD
FORD AV94444 WG FORD HS91-323-3/4" ~ 0 ~ SUPPORTS
ANGLE YOKE KEY VALVE FORD HHCA91-444-I~ J~5 RECONNECiWITH~
STRAIGHT DOUBLE EXISTING SERVICE.
CHECK VALVE LINE IN METER BOX
I 3/4"-FORD AV92323 SECTION WITH WOOD N S P E U PORT
3/4°FORD Y502 FORD HS91-323-3/4°
YOKE BAR I~ FORD AV92-440 3r4~~ FORD Y502 YOKE BAR FORD HHCA91-444-I
"FORD Y504 YOKE BAR ANGLE YOKE ~64LVE I' FORD Y504 YOKE BAR STRAIGHT DOUBLE
CHECK VALVE CAST IRON METER BOX (NOT SHOWN)
MANUFACTURER MUST BE APPROVED
FORD F 20~ SERIES DOU~LE STRAP BY THE CITY OF MORGANTON.
IRON SERVICE CLAMP WITH 3/4 & I°AWWA 2° 3°BRASS " x 2 P.V.C. DR 13.5 PIPE OR REDUCED TO i I/2 PV.C. PIPE
TAPER (CC) OUTLET FOR USE ON DUCTILE IRON PIPE, CAST IRON PIPE, ~A~ SERVICE CONNECTIONS ARE TO BE NEW NIPPLE
2 HARCO BELLx MALE THREAD ADAPTER w/ RETAINER GLAND a EYE BOLTS
& STEEL PIPE. COPPER TUBING(ASTM 688 TYPE'K')FROM CORP. STOP TO ANGLE VALVE. - 2~~ MUELLER 2360 RESILIENT WEDGE GATE VALVE F w/ . i.P. THREADS
` FORD FI000.3G-3f4"CORPOR,RTION STOPB~ WA " ~FURD FIOOG•sG-I CORPORATION STOP FORD S906RASS WATER MAI F a N ORD S„I BRASS SADDLE w/ F.I.P. THREADS FOR USE ON PV.C. PIPE
FORD F 202 DOUBLE STRAP IRON SADDLE w/ Fi. P, THREADS ~'OR USE ON D.I.P. C.I.P. a STEEL PIPE
MLET- 3/4"& I"AWWA TAPER(CC) SERVICE SADDLE WITH 3/4"AND I' AWWA FORD FS 202 DOUBLE STRAP IRON SADDLE w/ FI. P. THREADS. FOR USE ON A.C, PIPE
k ~ } OUTLET-CONWCTIVE COMPRESSION CONN. ~ TAPER (CC) OUTLET FQR USE ON C-900 L_
AD TA JUS BLE CAST IRON VALVE BOX IS REQUIRED
WATER LINE II 11 FV.C. PIPE. BUT NOT SHOWN SEE TYPICAL VERTICAL AT G E

VALVE INSTALLATION DETAIL.
ERVICE CONNECTIONS CITY OF MORGANTON
~ (NOT TO SCALE) POBOX ENGINEERING 3448 DEPARTMENT CITY OF MOR(3ANTON AIORGANTON, NC 28680
MAIN CONNECTION [phone] ENGINEERING DEPARTMENT,
FORD FS 202 SERIES DOUBLE STRAP IRON SADDLE w/STAINLESS BAND -WATER LINE
WITH 3/4" R 1'gWyyq TAPER (CC) OUTLET FOR USE. ON TO 6" OR LARGER DIP, PVC. OR A.C.WATcR MAIN STANDARD WATER DETA1 LS
ASBESTOS CEMENT PIPE.
(NOT TO SCALE) 8 2
'ii

-
' '
f ~ I 4
~--PIPE OIA",' E' c R I '--~T / 1
M I .
_ I l~ I 1
2 6 MIN MU
1 UNDISTUr~BED ,
I ~ ~ r' EARTH cl 1. I 1=i1!1=I1)=ll~sll I
I 17RE ,
CUNCRETE C~F~'~PACTED SOIL ~ CDNCREtE THR~'ST
f ~4 . ' ~ ~ THRUST BLOCK BLOCK
li~~~~ M ~ n 'Tr: a-",~r' _ 1
_ , ~ I r • - ,
~ I - Q~ I i f~-'~ U'~ ' _ i ; i l~ 4 ti' _r,~T I ~9~~: ~ Arri Q N
~ ~.Jl l~ ===iill--=~111~ iir; J,II=~ . - T , k ~ J, I I I I I I C I I i-~ 1 I I _ r- 0
~ X ~ - ~ ~ ~ i Q ~ IIII- ~ I ~ ,,I~.~i i~ r ; MIN- I ~ I O - d
~ - ~ 11" , _ _ ~ f
- ~Il~i 7_ = ,,,IIII =111,11 _ tG FhJE GRAP~„~AR FILL 111: ~ ~ - - ~ 1' 1 'd'~ I Q V
i t
~ FIN~SFIED N ~ ~ ~ ~ ~ GRgf)E~~ ---CARFFJLLY SHAPED i0 FIT I ~ TEE ti, , , , q ~ ~ ;~d:; ~ I I I ~iAPED i0 FIT PIPE
_,n__. . ~t - _ - - ,I ~ ~ - _ III~I=,11= 1=111-III.III=111 TEE- .~UNDISTUf,'BED
;lll- 1. I_II1=1H.- 11(= II "I((~_I I_ ~t_ r ,r,~l_---.1~h~n _Ifl_111 EARTH
s>I (iJ-ul~ul IIE1Ti I - III= ,,,.a I -,q."ti',` ,III 1?1~I1I rll= ul= i1=u r- IIII ~ ~ • g 1` ~
. ~ _ ~.-11 L i~+ ~,5;, _Il?~HI nr-rii II{~r_ II~III~ _ PLAN E L E `V A T I O N
" N - III III~III _III-`- BROOKS PRECAST CONCRETE VALVE Z %j11.- II{~ IU faOX COLLAR OR APPROVED EQUAL
~ a - tIL ~ ~ =11 III ul
a II~~ = II COMPACTED EARTH ~ o _ . - HnCKFILL
!I 0 5
~ AD~IUSTABLE CAST r7i~N ~ > w ~O - r~YDRANT r~YDRANT
J - ~ ~ _ A 0 = o ~ V LV E B X
m (SEE INSTALLATION GE TAIL. HEI. )W) , NOT ~ w Z~ cnw. •/4 NOTE'USE RETAINER GLANDS IF NO ("JOT T~ SCALE
~ N ~ MIN. Uco,~ ;n v. PIP HYDRA T } ~ E JOINTS ON THE N 'c~`;~ LEAD AND 3/4~~GALV RODS A
3 ~ ~ ~ ~ L ' - W ,TEE CONNECTION TO i MAY BE OMITTED. A A
? ~ I MAIN 2 2 _ CONCRETE ~
~ g o WATE t - ,--6 GATE VALVE 4 ~---UNDISTUiiE~LD -
I"~ , I/3 CU.YD. OF ~ ~ / „e,:.l~,; -?-GAZE VA ~.la ~ _ _ _ 1'- _ F Af~H _ THRUST BLOCK G A, E VALVE I = n. u- . u - u_u= I!r-lJ=lu_nl=LICL1 Sul=_lll=~_
ti ' ~ ~ uRAVEL OR HYDRANT LEAD HYDRANT LEAD , fin,, I ~ _ ~ ~0>,~;9E1-E 3/4,. ti~~a~,;,~ ~3~: ~-I - ~I I~I I- - _ p' ~ ~ / I I, "1,, s M~_~^It ~ VIII ~J,~~1 1`'~ i~' 1,)
r ^ ~ 'NU i BLOCK CONCRETE DEADMAN THRUST BLOCK , „ cnl_v. NOTI I• ' ~ x 'r~ WASHED STON 2-F Roo nl_v. NOTE WITH THE ENGINEERS APPROVAL THE ~ ~ ~ - a rr-~y ~ a;.,.
I' TF` S DIMENSIONS-SAME AS PIPE CAP. z~ DRAIN r,'' C NCR TE HA F R M ~ V. ~ ..e I _ 0 E S LL BE 0 oo° BEC N ECT , ~'~'r~~~ --C~IICRETE Inlila ri'~'y~~+ ^~(~r,` ~ I° HYDRANT VALVE M!~' 0 N ED r, r, ~ THRU`;T HLO~K r~.' , ~ .~;Y d~~ III DIRECTLYTOTHE HYDRANT TEE. ~ lil_ ~ ~ t~:II_ Q ~I ,~..a -11 a;~
a ~ ~ _ ~ I 9~ d'. ^ , EDGE OF TRENC!I I
~ I ~ r ~ u..,; . ~ I 0 I - Q
~,,a ~ ~ 1 , - ^ ~ ~ s, n i ~ -.h _ _ _ s -.t - U~li ISTURBED d - VALVE- ' I I
111-
y .l ~ ~ _ ~ ~RF 1 ~ a ~.1~ ~ fi ~ e , _ ~ ` _
~ j 'wF.`„ } ' 3/4 GALV. RODS & EYE BOLTS ' q ° ~ -F--3 MII 'V~2 . P" - • 1, _I I. - . i - ~ ~ - - 3 MIN. 5 A N. J~1,4;,~;.~.. •,;q;,.,+~'=III
- SE r HYDRANT ON - - - - ,r' RETAINER GLAND ~ ~ ~ ~ ~ ~ ~ . ~1~ ~ REND ~I(I.II = ILIII=III=I1~= 11=III
' n~ _,i, WARNED STOIV~ ,3/~"cap Ao~, ~ o h~ ;I ~ o 3/4 ~AIV. ROP.~ M.J.CAP ILA- - I- 1= ~ 1 BEND - 11 _II _II _lu~ll _Ilh._ t~ 101STUR8ED
~nl UND1S ~ URHEI~ OR RETAINER GLANDS OR M.J. PLUG EARTH
r y EARTH e b 4 f ~ ? b . ~ U PLAY ELEVATION
q~~ ~ i ~
' I ( I ~ I ~ r Lli i ,i l_ ~ , ~ I l.ll CONCRETE 6~OC><IN~ ~v- ~..........~.....o...-...-.,.,~.._........~ _ . B 1.0 K I N f i0 PF F 0.~~ M E J
) TE ~ ~
"~1 TO SCALE ao~rs -o ~E rRFf of ~~~~ICaETE
4 ,
I 0 PIPE JOINT ON THE HYDRANT L AD NOTE USE RETAINER GLANDS F N S E ~ ~,,~r '~~T TO SCALE)
AND 3/4 GALV. RODS MAY BE OMITTED. - - ` A PLUS PIPE p IA.
_ Cc"1CI~ETE
~ ALL CONCRETE SHOWN IS ~S THRUST BLOCK
TO 8E 3000 P, S.I . ~ ~ n. R D f~ EY BOLTS tl 3 /4 G _V O S E
~ , a ~ ~ : ~ i
~;r< -srr :q;~~. c: rv = = - - ~ MJ. M J
~ ~ - - ~ -CAP OR PLUG
N ~ o _ 1; ~ _ 2 _
r I ~
~E FiNISH D = F~~~ rd.~-Fl~ 1 nt,~ Tr,l, E - - - ::~a ,
GRADE f~
M }b r7* P~ rrr Jrl ~lrl-~Ir'_rr~=/Il r) ~ l:.'. n n ~ ~ i :Ill-111_rll ~ _ _ _ .L- ^ n!;e`^-a;°. „ . n h'., - - = i ~Hf:FTED ~rPFN lll` Ma ~ ~-fb_Nl_I I SHEtTFD f- ~ ~
~ 1~ 111=III. a a~~-o.~~ a. a o'e~~~ r iT1=111~1~~ TRENCH TREPJCH ~ ~.a= III _n1_II1~IiI~l1L-Ir _IIII=111 =_nl_'iUl~ _ _Z _ _ I___ TRENCH ThENCH~ L--=:
= In~lli_n1=III=uI_ ul_~~r In= METALLIC TRACER TAFt= FOR RETAINER GLAND
F ~,;m Ill=1II~I~1 ~_III_ii1= __eROOK, I'RF~~,aST CONCRETEvnLVE I ~~JII- I~-III- r ~ AR APPR V ~ n IMF PIP UNDISTURBED /ir' NON METALLIC E EARTH
i ~ F30 ,0,_ R F A MF ~ ~ C ~ ^,P r _111 _III L 0 0 _G EQU 1. ,ELECT MATERIAL. ~Ll IC T(.A F F F i Ills ~ ~ , _ ~ / INSTALLA'-ION ~ i
I u_ r MFACTED IN 0 ~ V N.>N-ME FALLIC r IF r I 1~ _ ~ i INCH LIFTS ~ - INSTALLATION g"I SELECT MATERIAL
, , III I~ ~ _ 1 ~ COMPACTED IN 6 INCH 1(1 - ' Imo,
u I_ III - III a ~ ~ ~ -III. rv LIFTS ~ , 1 24~~ MAX ~ ~ MAx, lid
1 ~ ,
- 24 ~AAk. , i~ ~,~AX~ III . -III (NOT TO SCALE) ~7~ 12~~~MiN~~/ ~6 MIN. n~
~i - 12 MIN. 'I;~ ~ `;,MIN. III= - ~ i~ _ > III ~ \ - III ~ ~
, c~ ADJUSTAF3LE CA~~ IR~~N I ~ i P \ ,h ,ELECT MATERIAL ' I ~ ~ COMPACTED IN 3 INCH NOTE
v ~ I I ~ - I VALVE 80X SELECT r,.^.ATERIAL III - ~ . =ill I LIFTS ' ~ Iii=. ~ CARE SHALL BE TAKEN 4'IHEN PLACING THRUST BLOCKS TO KE P TH
& ? ~ SOUTHERN METER VALVE BOX, C~MPACTEC IN 3 = ~P .,n II- E E
2-S 241NCH - 36 INCH OR INCH L_IF'1 III-III V ~ i ~ -n l ~ u~_ -,r =U FITTING BOLTS EPEE OF CONCRETE. =III ,
M'; - APPROVED EQUAL - = n_ _ _ - II=III- ~ =,il ZI ;I IIJII_111~ UI'~~„r1Jl ~I _ ~ 1_ Ir= 11 ~,IJ11=~II_I I rl1_ ~ 111=II_>l=~rl-nl_III=1~=ril=li n.=~ ?WATER LINE DIMENSION 'A' TO BE THE SAME AS FOR 6 uVATER LINE -1-1y- I =111-111=1 -fl =UI=III-II!-ll' ill=
I~ ,`t tn~n~nl-1', UNDISTURI UNDISTURBEDL~~'" I I n_ I_ _ IFWATER LINE ENDS WITH A VALVE, A PIPE PLUG WITH NO BLOCKING ONTHEPLUG
- 'i _nl = FAFtTH OR rn. ~ EARTH OR ROCK MAY BE USED.
I UN~ISTURE3ED i _ NOT F_; _ YPE _
` ~ E A f~ T H , , ~u ~ ~ HELL HOLE5 NOT SnOWN a --r-- T--- ills ° -BEND~221i2" BEND 45° BEN~T90° KENO TEE CAP SIZE
~ " 6 12 I2 -12 -16----- 16 - --14
n, -,~i- --~--nr - ~ ~,,.lil I r~i~ - _ _ _ r 8 12 12 - -16 _ - -22---- - 22 f 8
V TION R XCA A ST N,4 DE ~ . --f[)h~FnCTED HACKFILL C VAT.. _ _ _ - 0 X U A l0 12 la 20 28 2e ~2 12 12 18 24 _32_ 32 28
14 _ - 14 _ 20 28 - 39 - 38 32
~ ~ ~ 16 16 22 32 42 42 36
i l ~ ~ d~ WAT R ~ L C - _ _ _ . ~ v _ I H _ _!_8_ - - 26 _36- - 48 -
' vn Lv E I , E __o__._ ~ I MAIN ~ 20 28 4Q 52 52 44 20
~ ~ ~ I y L E) 24 _24 34 46 - - 64_. . _ __64--- - -----54-
,y;, ,li J (NOT TO SCALE) 30 30 42 58 78 T8 66
111=111 _IIII_illl_ iii IrJ IIII I,IIII=III= _ ,1111%111!_ l.=1N1=11 = II 1. _ I ~ IIIf_fll~~ I I- I-II _ _ i 36 ' 36_ 50 _ ---94----_ __94 _ _ g0 =III . III~II I I~IIII=III = IIII=111=1111=ti1U'NI_ 4 .
JI1_I11,=111=III=111~IIf '~A; ~ ^~,;y~i IIII=111-III=III=III=111_)11_ •q I F~. _ _ . 40. , 58 -_g9--..__. ~ 108__ 10.9--- 46 _ 46 _J_^_66_____ 90 X24 1~4 164
I ' ~ •'a d. 11= I I 111=11 n ,,o `n, ^ , ~ e i=~ i `~-FOR ~`~-FORCE RESISTED Bl' MASS -
111_111, '4'~ a in_II I • "d o- e~ -III I III a 4,~ ^.4 b•:4.,•III CONCRETE SUPPORT PAD e•' r ' v , . OF CONCRETE uT 150 PS.I . r
- :~II:II1~111=11T__III=Ill=111= (REG~UIRED ON VALVES 10 AND LARGER ONLY) N N
a z., _
~ 1 - DIMc"NSION ~~A~~ IN I'VCHES ,
'F =111= I- q, .r F .I II -1111= U=nr = 1 =I?!r=-ul ( ) , ~=111 I_I I_ --J 3,000 PS I. CONCRETE
I ~
~ ~r~~r~i~~~~~~ o~ ~ ~ QI 3, (NOT TU SCALEI 3,000 CONCRETE
,
0'111°_ _ _ IIII - i I11~~ IIII~'ll 1=11 II Illi_111=111 ~ : ~ fl The fnllrn,'inf; ~tlhlr' :<h~n,,< ~;r'i['hl ,u~rl t•rili t~ n • Im I ~ ~n~ rrl ~ n~~r ~«nr~° I1, hnT~l rlrn;n
~~~lJ ~r' ' ' ' r , \ _ -1111~1I II _II , ~~((~nl, l~`ci~;hf of ~~flsE~l, ~,~~il,hl ~~f ~~Iu~, nn~l lrr~n~h ln;~~1~ ~+r^ illrinrr~d in
I A,~Il.~il Inns,
' ~ F f T- _
r 1_' Dr_ 73, C'ro '4" Dro ( Dr ul) h" Dru
CITY OF MORGANTON ANCHORA6E.OF !'IA or( ;onc. rc l,~mr. 'ice (,nnc. Force orcf, ,onc. orce ()nc.
ENGINEERING DEPARTMENT MORGANTON- Cl(18# 'r,Y. 14,)r,f ICY a - a 1 I CY. 2481 3/!d-Y. 3102k ,/4(A'. 3722# ICY,
P. 0. BOX 3448 15()99 Y. 2;;?s1# 3 ' Y. . /4Cti, 31n# 3./4(1. 4233~ l 'CY 1_2CY.
M ORGANTON, NC 28680 [phone] ENGINEERING DEPARTMENT
A ) 265 VERTICAL OFFSETS 1011 Mll 135.,# 3/401. '3 r 1,39 . 46089 1 zC7 , 6143# 1 l(.Y .
w.. - i 12 2992# 3/4CY. 4 5450# 1'-C _ Y. 7267N STANDARD WATER DETAL
16 4 306# 1'CY. 72"~59 1.3 4(1'. 93;';k 2r, 2 /44i- 2 ~Y. 13N 3,,C1. .832-86
;k

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~ SHEET NUMi~~~ ~ i"'
r STANDARD 11MI'?EgR~ r~OCK SiIT CHECK DAIS ARE b~ ',.OCAIED Ai S'~ ,4+34 ~ C I~ 6P ' ~9 df108J ~OV I SUNV713M
~ wg2q
SHr' NUMI 3 ' S I BE y£F
STNN!`4R,D 'EMPORARY ROCS Sih CHECK DADS AP,E 'C BE =OCa~D ~T jia ~,p(; ;'c ;;3' C;~ ; tOC ~ ?A 9+00 Sl l N l STA.iC+50, SiA ?~+BC & STA. 13+33 ~N~ ~~16 ~ I SJ aP~ FR ~ I
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SiA 15+75, S1A 11t50. 15+04.
- - 14+25. 51A StA 24+~. SiP25+W. SSA 25+`~. S
_ i0 BE l~A~'D Ai SiP
~ - - 5iA 23rW Si A. 23+5~. SiA 24+0~ 16~ t 1 NLMBf R 4 ;,HECr. OHMS pRt ~ ~R
r; ANDARD tE~POR'~a°' ROCKSiP. 21aW SiA 22+50 1''N
7100, ;'.P 71 r5C & P ~(~D
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_ _ ~ ~ - ~--1-~ _ _ E X ~ ~ T ~ N G U N ~ E ~ ~ r-~ l ' ~ ~ ~ I ~ ~ I- ~ ~ ~ ~ ~ i T 1 l , T ~ ? ~ ~ ! ~ ~1
N~. C ~t~~ r_ T, ~ JIB ` v ? ~ E ~JJ ONES UNDERGROUND UTILITY LOCA?IONS WERE PROVIDED BY NC1CALL OR OTHERS. THE OWNER
E - EXISTING UNDER,,~~')UND t ~E~.,TR~t„ ~,at3~~ ¦ ~ ~ ~ ~ rE=~ ~ - PR~PO~~ V A TER M~ i AND ENGINEER ASSUME NO LIABILITY AS TO THE ACCURACY OF THE LOCATION WORK. ALL UTILITY COMPAMES
t ~ i - ~ ~ T - - ~ ~ ~ T EXITING UNDE RG~=,~)UND ~ EEEPHUN~_ C,-A~3~ - ~ ~ ~ . - - ~~ONER ARE TO BE CONTACTED BY THE CONTRACTOR FOR MORE EXACT LOCATIONS OF UNDERGROUND
~ u MAID G~~ r'APER BOX c~ 7 T ~ ~
G - EXISTING ('A~ I" ~ ~ ~ ! ~ - ~ ~ r~ Li.J ~ ~ ~ * H!GHWA ( SIGN > jCNER UTILITIES PRIOR TO B!D AND AGAIN BEFORE CONSTRUCTION. ALL EXTRA WORK CAUSED BY LOCATION
- W EXISTING WA T R ~ -1 E r_ ~ ~ v T
PROPF R TY CORNER - C' ~ ~ ' ~ - Y MANAGER ERRORS OR OMISSION OF UNDERGROUND UTILITIES SHALL BE CONSIDERED INCIDENTAL AND NO COMPENSATION SHALL BE MADE TO THE CONTRACTOR FOR ANY REASON. THE CONTRACTOR IS
SE PROPOSED ;,ITT o - IRON PIPE rOUND URGED TO PERFORM IN'iESTIGATIVE EXCAVATIONS PRIOR TO THE BID DATE IF HE DEEMS PRUDENT.
R W-- -RIGHT- E- T O WAY o EXISTING EIR E H ~'DRAN i ~ T i ~ -T-
I ~ --.p PROPERTY I N E o T C~ ~ f_ 1 J
PROPOSED FIRE HYDRAN ~ _l~ 1 J TE ALL EXIS?ING UTILITIES ~,RE TO REMAIN IN SERVICE DURING ALL PHASE'S OF CONSTRUCTION.
® CONCRETE ~~ONCMENI T,,, ~ ~
- r, t_X~~T N ~ i~ ~ U 1BER 103 ER 4 OM ~NTERS ~ A 1 E 0 BURkEM ~ PE DESTA~_ EXEC i ~~~~,A~, l E~EP~IGNE C,AB~t- ~ ® ~ ' BURKEMONT AVE.
E-- ~ EX STING CATCH BASIN ~<<~ - , , ~ A~.~ GO SOUTH .7R ~ R T ~
l~ ~A R~l ~ T ~~F~ ~!1,~~1~ Ate. ~inr-r nn r,1 I 0 V ~~~E~ 0~ ~~I\~~ I ~ FPJUF TI IRN I FFT C1N MINIMUM 10' LATERAL cEPARAT10N OR MINIMUM 18" VERTICAL SEPARATION TO BE MAINTAINED
tit I WttN WA I tK LINt AND SEWER LINES.
W CLASS ~ RAP-RAF 4 lPKttOWER UK POLE ~r ~H'.EM RD SR 1949 TRAVEL 0.89 MILES TURN LEFT ON EF T ON PETE BRITTAiN
CD (D FxisTiNC GATE vALtvE ROAD SR 1940 TRAVEL SR 1940 0.10 MILES TURN RI ~ ~ PROPOSES GATE VALVE PROJECT IS TO EAST SIDE OF POTEAI ROAD. URN RIGHT ON POTE%+ ~ ROAD MI 1~1~1~'Er~~ 3.5' DEPTH OF WATER LINE FROM EXISTING GRADE TO TOP OF PIPE. IMUM OF 1' SEPARATION OF WATER LINE TO STORM DRAINS.
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