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L ~ ~i l,~ ~v~~ V ~UJ~U CA~L~ ~L~VI~ ~J~V ? ~ T"~~ ~~~Jfi ~~1. ~ ~ ~ ~h~. _ ~ I a r "JII ) 1. 'vJERGROUND UTILITY LOCATIONS WERE PROVIDED E~' NCICALL OR OTHERS. THE OWNER
- ~ E X f S TI N U U'v ~ R G R"' ~ N,~ r ~ T ~ ~ ~ ~ . ~ a I ?PaG FNG!NEER ASSUME NO UABILIT~ AS TO THE ACCURACY OF THE LOCATION WORK. ALL UTILITY COMPAMES
T EX15TItiG ~N~~R R ' ~ ~ ! ~ ~ f ARE. TO BE CON iACTED BY THE CONTRACTOR FOR MORE EXACT LOCATIONS OF UNDERGROUND
a. G O~ti~ ~ E~EP~O'~t CA_,~~ ~ MA,!~' a ti,,, L _N G`~~~ T rR
~ EXiSING GAS ! INE s` ~ h ~ lJ ~ v ~.~".~1I` E i~TI~ITif_S PRIOR TO BID AND AGAIN BEFORE CONSTROCTION. ALL EXTRA WORK CAUSED BY LOCATION
r Y F ~ - - - . ~ h ~ti ~X~STING WA ~R ~;NE ~ ~ r, , ^ ERRORS OR OMMISSION OF UNDERGROUND UTILITIES SHALL BE CONSIDERED INCIDENTAL AND NO
~ ` T ~ R ~ ~ COMPENSATION SHALL BE MADE TO THE CONTRACTOR FOR ANY REASON. THE CONTRACTOR IS
OPOSE~ ~t~ ~ FENCL ~ U~V Y_ ~ r " ~ < ' , uF'GED TO PERFORM INVESTIGATIVE EXCAVATIONS PRIOR TO THE BID DATE IF HE DEEMS PRUDENT.
r ~ ~ - ~ ! ~ I-! T - - ' N Y ~ r r, 0 r `v'~ ~ • ~r . ~ r f' ~ ~ ~ V ~ ~ U V : L
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~5~~~ f i-~ r -~-----;r---~- F - - 1 r , A!_I EXSTW, l,T~~~TIES ARE TO REMAIN IN SERVICE CURING ALL PHASES OF CONSTRUCTION.
E~l,t , , ~ nn~ ~ ti C~N~RET~ M~~~~~M~,~ v ~ ~ ~ ,
~ ~ ~ T i- ~ T ~n ~ T'- ~ n i I P_DES ~ A~ E_L~C ~ R+~,A~, ~ r ~EPhON~~~ ~A~,_E'i ~~T;~.~~ _ , \ ~ ® ~~~~J , ~~VV IAN r-~.~
r I ti" M.,~.4 10' LATERAL SEPARATION OR MINIMUM 18" 'VERTICAL SEPARATION TO BE MAINTAINED
® ROCK SIB ~ ~,!~FC;K SAM ~ r~~,: ~ , ~r~ ~ Fi
} Wt t_N WA I EK LINES AND SEWER LINES.
CLASS 1 RIP RAP ~r.., E ( t o ~0~~E R r~~r_
MINIMUM OF 3.5' DEPTH OF WATER LINE FROM EXISTING GRADE TO TOP OF PIPE.
® EXISTING GAS A I ( '1 ~ MINIMUM OF 1' SEPARATION OF WATER LINE TO STORM DRAINS.
PROPOSED GATE W, . ; n
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B~JRI~E C0 ;OU ~l --Y
BOAT ROAD-- E~ E[J~~l ~~~1 T ROf ~F-- E-RI~OOD SOREST =ST SU BD U S 0~1 ~IATE~~ f~ E ~;0~1 STRU CT 0~1
r=:R0S~0f~ CO~ITR -R0~ ~I~ASURES

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i LITTLE JOHN DRIVE ~
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PIEDMONT ROAD: SHEET 1
7 ~ ~ - - ~ STA 2+75, STA 3+50, STA 4+25, STA 5+00, STA 5+75, STA 6+50, STA 7+25,
STA 8+00, STA 8+75, STA 9+50.
z ~ ~ ROBINHOOb \
s p ~ ~ ~ SRI VE SR _ ;
5~~~ I 1476 STANDARD TEMPORARY ROCK SIFT CHECK DAMS ARE LOCATED ALONG
BOST ROAD: SHEET 1, SHEET 2, & SHEET 3
STA 27+00, STA 28+00, STA 29+00, STA 39+00, STA 39+75, STA 40+50, STA 41+25,
STA 42+00, STA 42+75, STA 43+50, STA 44+25, STA 45+25, STA 46+25, STA 47+50,
STA 48+50, STA 49+25, STA 72+00, STA 73+00, STA 76~ 00, STA 77+U0, STA 78+00.
s,~, ~ ~ ~
TEMPORARY SILT FENCE INSTALLED SHEET 2
t \
\ \ STA 57+15 & STA 59+85
\ X90 ~ \ ~,~0~-~~ ` \ ~ TEMPORARY SILT FENCE INSTALLED SHEET 3
\ STA 69+30, STA 70+35, STA 78+60, & STA 79+80
\ \ ~ ~ \ I
~ CLASS 1 RIP-RAP INSTALLED SHEF T
\ STA 57+15 TO STA 58+15 & STA 58+85 TO STA 59+85
? ~ ~~~P~~- ~ CLASS 1 RIP-RAP INSTALLED SHEET 3
\ STA 69+30 TO STA 69+45 & STA 70+20 TO STA ?0+35
STA 78+60 TO STA 78+70 & STA 79+50 TO STA 79+80
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ENGINEERING BY: ~
CITY OF MORGANTON ZY ~ ~6 ~
ENGINEERING DEPARTMEN . 305 E UNION ST SUI • E A 100 ~ ~ _ ~ ~ ~
_ K ~ ~ - Sr ~ 419 BOST ROAD ~ s~
POB 3448
MORGANTON NC 28680 J R E C T~ ~ ~ t~ ~ ~ ~ M~ r ~ ~ ? ~ ~ STREAM IMPACT NO 3 ~
~~t- 20 LF SILT FENCE ~ P-~Ar & CLASS 1 RIP-RAP
~ A'~K ~F CREEK EACH BANK OF CREEK /
E SAKE ~ ~,1 r~i . -N35'47.639' LATITUDE-N35'47.495'
LEGEND STREET AND GO ' . ~ „ , ;^v, ODE- W81'43.143' LONGITUDE-W81'43.130' _J
~~'JORTH GREEN STF~EE i ' ~ ~
p SF PROPOSED SILT FENCE (SF) ~?GHT ON BOST ROAD 14~'a'; E ' r- t a
' ~ Rnru cu T rNF~u noon ~Rrnl
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PIEDMONT ROAD (SR 1423). ROBI~~~~ # 1- L
cuss 1 RIP-RAP TO THE EAST OFF OF BOS i ROAD AND
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V MATCH LINE SEE DWG 1190-03 TA 18+50
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BEGIN NEW 8" PVC DR 18 WATER LINE I " (l1 ~ m O BM ELEV=1127.22 °
AT EXISTING 8 GATE VALVE " m NAIL IN POWER POLE ~ ~ ~ z Q a
1- 8 RETAINER GLAND C
~ SEE PIEDMONT ROAD WATER LINE STA 15+73 STA 14+57 O ~ z c " H o r~ U~ 1-8 11 1/4' BEND 1-8 22 1/2' Bf ND
DWG NO 1078-97, SHEET 10, 5 ~ A 115+40 r J z ~J CONCRETE BLOCKING CONCRETE BLOCKING ~
~ C 2-8" RETAINER GLANDS 2-8" RETAINER GLANDS O
F ~ 6
c I O
~J ~ STA 15+21 ~ STA 14+46 " " Q F.
t 1-8 45' BEND 1-8 90' BEND w 1
R T BLOCKING T~ O ~ CONC E E CONCRE ~ BLOCKING ap ~
2-8 RETAINER GLANDS 2-8 RETAINER GLANDS ~ ,n ~ j
r H ~~tNcDc~ W ~ ~
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STANDARD TEMPORARY ROCK SILT CHECK DAMS ARE TO BE LOCATED: STA 2+75, STA. 3 E 50, / r _ ~ I
Cr r 7 + T i STA 4+25, STA 5+00, STA 5+75, . A 6+50, S~ A 7+25, S~ k 8 ~ 00, STA 8+75, S ~ A 9 ~ ~C, -STA 10+00 ~ R~ ~ ~ r"~ ~my'~ (y ~l I'~
STA 27+00, STA 28+00, &STA 29+00. - x z 6 TEE _ 18 8 4 G ~ _
1-8 GATE VALVE ~ 14 ~ ~ ) , O ~ rr, ~ ~ ~r~ n ~o
UNDERGROUND UTILITY LOCATIONS WERE PROVIDED BY NCICALL OR OTHERS. THE OWNE~r ~1ND 1-6 GATE UALVE ~G ~ ~ ~ " FE, r ~
ENGINEER ASSUME NO LIABILITY AS TO THE ACCURACY OF THE LOCATION WORK. ALL U ~i 11Y COMPANIES 1-4 1/2 FIRE HYDRANT W/ 4 BURY 13 ~ ~ . 1 O -r; ~1 rr
CONCRETE BLOCKING ~ ~ ~ ~ I, I
ARE TO BE CONTACTED BY THE CONTRACTOR FOR MORE EXACT LOCATIONS OF UNDERGROI~ND 4-t~ RETAINER GLANDS Q ~ o + - 1 STA 14 02 E ~ a pr' r
UTILITIES PRIOR TO BID AND AGAIN BEFORE CONSTRUCTION. ALL EXTRA WORK CAUSED Hr LOCATION ~ ~ NCE ~ a 3-c~ RETAINER GLANDS rE w CONCRETE DLADMAN W O
ERRORS OR OMMISSION OF UNDERGROUND UTILITIES SHALL BE CONSIDERED INCIDENTAL AND NO > ~ I~ ~ RETAINER GLAND RODDED TO 1 •r,
COMPENSATION SHALL BE MADE TO THE CONTRACTOR FOR ANY REASON. THE CONTRACTOR IS p FN 0 I~ n n n ~ ~ 1-8 z 8 z 8 TEE
URGED TO PERFORM INVESTIGATIVE EXCAVATIONS PRIOR TO THE BID DATE IF HE DEEMS ~ RUDENT. cF a 2-8 GATE VALVES
MINIMUM 10' LATERAL SEPARATION OR MINIMUN 18" VERTICAL SEPARATION TO BE MAINTAINED ~ - ONCRETF BLOCKING ~ C
BETWEEN WATER LINES AND SEWER LINES. ~ " 1-8 M~-DIP PLUG
1p 35 LF 16" BORE & rNCASEMENT W/
~ MINIMUM OF 3.5' DEPTH OF WATER LINE FROM EXISTING GRADE TO TOP OF PIPE. 8" MJ-DIP CARR!E`? & ~ ~'^a~R
~ t~11NIMU~I OF 1 SEPARATION OF WATER UNE TO STORM DRAINS. " r 8-8 RETAINER Gi.?"~~~
i,
ALL WATER LINE CONSTRUCTION SHALL BE MADE IN ACCORDANCE TO THE CITY OF MORGANLON
T N AR P CIFICATIONS AND STANDARD DETAILS. SAD DSE
6 NEW THREE QUARTER INCH OR ONE INCH WATER SERVICE CONNECTIONS ARE TO BE MAI)I TO THE
~ PROPOSED 8" WATER LINE ALONG PIEDMONT ROAD OR BOST ROAD. 33 NEW THREE Q~AFlILR INCH T TH " R,.. '8385
OR ONE INCH WATER SERVICE CONNECTIONS ARE TC BE MADE 0..E PROPOSED 6 0 1 WATER LINES s • ~
` WITHIN SHERWOOD FOREST SUBDIVISION. NEW WATER SERVICE CONNECTIONS ARE TO BE ;OMPLETE AND i P b
INCLUDE METER AND METER BOX AND SET AT THE RIGHT OF WAY OF THE ROAD. EXISTING HOUSE CONNECTIONS
ARE TO BE TIED TO THE PROPOSED NEW WATER SERVICE CONNECTIONS. NEW WATER SE~~VICE CONNECTIONS
~ ARE NOT SHOWN ON THE PLANS AND ARE TO BE LOCATED BY THE CITY OF MOROA.NTON [NGINEER. SOME NEW
WATER SERVICE CONNECTIONS WILL CROSS THE ROAD AND THE NUMBER OF NEW WATER SEF?VICE CONNECTIONS MAY VARY.
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1-8" GATE VALVE -8" GATE VALVE ~ n
1-6" GATE VALVE - ~ ~ " ~ ~ A
1-4 t 2 FIRE HYDRANT W 4 B'~~RY - ~ r~ ~ '-6 GATE VALVE i.
CONCRETE BLOCKING 35 LF 16" BORE & ENCASEMENT W~
a-8" RETAINER GLANDS 6" MJ DIP CARRIER & RETAINER GLANDS
- 3-6" RETAINER G~~N~S 1-4 1 /2" FIRE HYDRANT W;~~ 4' BURT
CONCRETE BLOCKING
w 8° RETAINER GLANDS
'f' -6" RETAINER GLANDS

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" r ~ 1-4 1~2 F)RE HYDRANT W 4 BONY ~
STANDARD TEMPORARY ROCK SILT CHECK DAMS ARE TO BE L~ ~ CONCRETE BLOCKING ARE TO BE LOCATED: STA 39+00, STA 39+75 ~ 00 ~ ~
4_ - STA 40+50, STA 41+25, STA 42+00, 5TA 42+75, STA 43+5( ' W F ~~~U 5, STA 43+50, STA 44+25. STA 45+25, STA 46+25, ~ ~
8 RETAINER GLANDS T STA 47+50, STA 48+50, &STA 49+25. U UAW
3-6 RETAINER GLANDS r. Z~Y
x UNDERGROUND UTILITY LOCATIONS WERE PROVIDED BY NCICAL D 8Y NCICALL OR OTHERS. THE OWNER AND ~ ~
~ N R E GINEE ASSJ.ME NO LIABILITY AS TO THE ACCURACY OF THI x ~ c~ ~ 1RACY OF THE LOCATION WORK, ALL UTILITY COMPANIES ~ Z
ARE TO BE CONTACTED BY THE CONTRACT R F 0 OR MORE EXAC m ~ ~m ~ MORE EXACT LOCATIONS OF UNDERGROUND ~ ~
6 NEW THREE QUARTER INCH OR ONE INCH WATER SERVICE CONNECTIONS ARE TO BE MADE TO THE UTILITIES PRIOR TO BID AND AGAIN BEFOR H~
E CONSTRUCTION. ~ PROPOSED 8" WATER LINE ALONG PIEDMONT ROAD OR BOST ROAD. 33 NEW THREE QUARTER INCH ERRORS OR OMMI ~TRUCTION. ALL EXTRA WORK CAUSED BY LOCATION CD ,Zap
~ SSION OF UNDERGROUND UTILITIES SHALL BE 1 OR ONE INCH WATER SERVICE CONNECTIONS ARE TO BE MADE TO THE PROPOSED 6" OR 2" WATER LINES C MP A .S SHALL BE ON I R N SAL AN N Z 4 ~ ~ C S DE ED INCIDE D 0 _ ~
0 ENS TION SHALL BE MADE TO THE CONTRACTOR FOR AN ~ WITHIN SHERWOOD FOREST SUBDIVISION. NEW WATER SERVICE CONNECTIONS ARE TO BE COMPLETE AND URGED TO P RF ;TOR FOR ANY REASON. THE CONERACTOR IS ~ ~ ~ W - W ' LZ"Z
E ORM INVESTIGATIVE EXCAVATIONS PRIOR TO TH INCLUDE METER AND METER BOX AND SET AT THE RIGHT OF WAY OF THE ROAD. EXISTING HOUSE CONNECTIONS ~ „ PRIOR TO THE BID DATE IF HE Ul LMS PRUDENT. a W p ~
ARE TO B TI TN ~R MINIMUM 10 LATERAL SEPARATION OR MINIMUN 18 VERTICAL E ED TO E OPOSED NEW WATER SERVICE CONNECTIONS. NEW WATER SERVICE CONNECTIONS 8" VERTICAL SEPARATION TO BE MAINTAINED Z ~ O
ARE NOT SHOWN ON THE PLANS AN AR BETWEEN WATER LINES AND SEWER LINES. C~
D E TO BE LOCATED BY THE CITY OF MORGANTON ENGINEER. SOME NEW WATER SERVICE CONNECTIONS WILL CROSS THE ROAD AND THE NUMBER OF NEW WATER SERVICE CONNECTIONS MAY VARY. MINIM ' z
UM OF 3.5 DEPTH OF WATER LINE FROM EXISTING GRADE ISTING GRADE TO TOP OF PIPE. W
MINIMUM OF 1' SEPARATION OF WATER LINE TO STORM DRAINS TORM DRAINS. _
ALL WATER LINE CONSTRUCTION SHALL BE MADE IN ACCORDA~ IN ACCORDANCE TO THE CITY OF MORGANTON
STANDARD SPECIFICATIONS AND STANDARD DETAILS. _S.
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h _T--~ 5~ 00 L BORE & ENCASEMENT W/
I p ~ ~ , \ ' ~ 9 8 MJ DIP CARRIER & RETAINER GLANDS 3
I ~ r~ i ; ~ ~ ~ - °w ~ri A -BM ELEV=1022.34 ,~,w
4 _l.. I v'~~ ~I' ~ ~ VV, a8 ~ EF ,~tT c w= i LF „~T :'r ~ ~ 60 NCGS MONUMENT-WARRIOR
9~ STA 52+65 BOST ROAD WAT R A~~ ,ti` ~ ~ ~ E _ ~ ~a . _ i ,w` i ~ ,r~ { ,
o Tq SEE DWG 1190-03, SHEET 5 F`~R , S 50+00 „ y ;~ICF a~,~ t, ICS , a~,5 ~ ~ 4~'
zo ROBINHOOD DRIVE SR 1416 WA FH LINE ~ ~ 3;~"J~ O~
~-8 x 8 x 6 TEE ~ ~ n _I~ ~ ~ 1-8" GATE VALVE "
~ 1-8 GATE VALVE ~ .~~~~~;k N~ Q 1 ~ GATE VALUE " ~ , ~ i 6 ~ 4 1
1-6 GATE VALVE ~v, 1-4 1 2" FIRE HYDRANT W 4' ' RY 20 ~r SILT FENCE &
/ / BJ ~ ~ CONCRETE BLOCKING CONCRETE BLOCKING 3 F q~ ; ; A ~ WIDE x ?00' LONG STA 60+ 62 00 63
„ 5 L 16 BORE & FN,, M, ti ,ti ~ „ A ~ Y WICK CLASS TRIP-RAP 1-8"z 8"x 6" TEE ~ 64 n ~?ANK OF CREEK n Q
4-8 P,ETAINER GLANDS " r 8 " ~ 6 MJ--DIP ,,ARRIFR & 8 ~ 1-8 GATE VALVE 'mo'o „ O zo i ~ -
3-6 RETAINER ELANDS ~ ~ - 6 90 BEND - 1-6 GATE VALVE ~
4-8" RETAINER G~.ANJ: 1-41 O ~ /2 FIRE HYDRANT ~ ~
5-6" RETAINER Gl AN" ' ~ W 4' BURY ~ ~ Q / ~ a
I CONCRETE BLOCKING M~~.h n
r 4-8 RETAINER GLANDS ~ ~
3-6 RETAINER GLANDS 'Q
:Y, STA 59+90 n , J
1-8 45 BEND
~ END 8" DIP i~
. ~ ri_~n werrR i~~~~ oQnonc~n Q ~)1l(~`
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i CONCRETE BLOCKING 2-8" RETAINER GLANDS
DR 18 WATER UNE
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" o 1-8 45 BEND ~ 72 3 Q Q O ap z 00 CO ~
" ~ BEGIN 130 8 DIP Q ~ d• 00 ?n O
CL-50 WATER LINE ~ ~ W ~
CONCRETE BLOCKING U ~ ~
2-8" R T STA 10+40 E AINER GLANDS " , 1-8 45 BEND U~ W ZIY
" ~ O
20 LF SILT FENCE & END 8 DIP CL-50 WATER LINE BM ELEU=1022.34 ~ ~ " " ~ Z
10 WIDE z 15 LONG 1-8 2 8 x 6 TEE NCGS MONUMENT-WARRIOR x 1' THICK CLASS 1 RIP-RAP _ " O d' CO m O
1 8 GATE VALVE IN TRAFFIC ISLAND AT INTERSECTION BANK OF CREEK " H~
1-6 GATE VALVE BOST ROAD & SPAINHOUR ROAD " , ~ z~..
STA 69+55 1-4 1/2 FIRE HYDRANT W/ 4 BURY z o~c~
1-8" 45' BEND CONCRETE BLOCKING ~ ~ w
CONCRETE BLOCKING 6-8" RETAINER GLANDS ~ " „ w ~~"z a w O ~
1 2-B RETAINER GLANDS -6 R T I 3 E A NER GLANDS z ~ o
STA 70+15 20 LF SILT FENCE &
~ , ~ , 1-8 45 r~fND 10 WIDE z 15 LONG z
CONCRETE HI OCKING z 1 THICK CLASS 1'RiP-RAP w
2-8" RETAINS R GLANDS BANK OF CREEK
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UNDERGROUND UTILITY LOCATIONS WERE PROVIDED BY NCICALL OR OTHERS. THE C i HERS. THE OWNER AND , 8~?
` ENGINEER ASSUME NO LIABILITY AS TO THE ACCURACY OF THE LOCATION WORK. A DN WORK. ALL UTILITY COMPANIE` ~ ~ ~ ~ ~
ARE TO BE CONTACTED BY THE CONTRACTOR FOR MORE EXACT LOCATIONS OF UNDI IONS OF UNDERGR UN ~ 0 D 43p ~1° r
UTILITIES PRIOR TO BID AND AGAIN BEFORE CONSTRUCTION. ALL EXTRA WORK CAD' A WORK CAUSED BY LOCATION P, ~
ERRORS OR OMMISSION OF UNDERGROUND UTILITIES SHALL BE CONSIDERED INCIDENT RED INCIDENTAL AND NO
COMPENSATION SHALL BE MADE TO THE CONTRACTOR FOR ANY REASON. THE CON , N. THE CONTRACTOR IS
UR~~{ D TO PERFORM INVESTIGATIVE EXCAVATIONS PRIOR TO THE 810 DATE IF HE DEE ITE IF HE DEEMS PRUDENT.
"
MiNiMUM 10 LATERAL SEPARATION OR MINIMUN 18 VERTICAL SEPARATION TO BE M. ION TO BE MAINTAINED
BEIWFEN WATER LINES AND SEWER LINES.
M "~~~MUM ~F 3.5 DEPTH OF WATER LINE FROM EXISTING GRADE TO TOP OF PIPE. OF PIPE.
1N ! A' ~ r ~ ' ~ r' ~ 7 M,~~~MUM ~~r ~ Sr PARAT~ON Of WA ~ ER LINE TO STORM DRAINS.
f.
WATER NE- CONTRU~TiON SHALL BE MADE IN ACCORDANCE TO T>1E CITY ~ HE CITY MOF~'?"~''~N
~NDA~~ `~~'EUi~ ~~',A TION` aND S TANDARG' 1A1 ~ . t. L

a~ N~Ri; ~~~'-:)RAF ~'~')Ck~ iLT ~K .~AM`~, A~'~ BE -OCA~~ED. STA i' ~U.

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~ ~F ~ ~ ~ d END 2 PUC DR 13.5 WATER LINE N'' 1-6 z 6 x 6 TEE ~ o " ~ 2-2 RETAINER GLANDS l.(~ , , x
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w ` ~o oti 6 MJ-DIP CARRIER & RETAINER GLANDS ~ o CONCRETE DEADMAN p INDS
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_ J DI PLUG, 2 TAPPED ~ t ~,3 SEE STANDARD DETAIL SHEET BEGIN NEW 2 PVC DR 13.5 WATER LINE W P ~ _
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~ 1-6" 22 1 2' B N~~ 1-4 1 2° FIRE HYDRANT W% ~ / E ~ / BURY ~ ~ i ~ ~ , _
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I 2 BLOW OFF SE~ S.ANDARD DETAIL SHEET NAP ~ ~ ~ ~ 4-6 RETAINER _ STA 4±05 ~ r
, GLANDS 0 ~ ~ UNDERGROUND UTILIT` n~, R1~; W p ZOUND UTILITY LOCATIONS WERE I1lOVIDED BY NCICALL OR OTHERS. TH W ENC 2 vC D ~ ~ WATER LINE w - ~ E 0 NER AND I r~
~ STA 4+18 1 1-- 6" 1 ENGINEER ASSUME NC n /ri Z ASSUME NO LIABILITY AS TO TfiE: ACCURACY OF THE LOCATION WORK. ALL UTILITY COMPANIES 1-2 SQUARE NUT ~dALVE ~
~ 22 /2 BEND i ~ ARE TO BE CONTACTS „ J BE CONTACTED BY THE CONTRACTOR FOR MORE EXACT LOCATIONS OF UNDERGROUND 2-2 DIP MALE z S~ iP END ADAPTORS Z
j CONCRETE BLOCKING 6 - UTILITIES PRIOR TO BI PRIOR TO BID AND AGAIN BEFORE CONSTRUCTION. ALL XTRA W CONCRETE DEADMA"~ w
~3 i ~ 2-6 RETAINER GLANDS ~ ~ ERRORS OR OMMISSI01 E ORK CAUSED BY LOCATION
~ 5 OR OMMISSION OF UNDERGROUND UTILITIES SHALL BE CONSIDERED INCIDENTAL AND NO 2" BLOW-OFF
~ ~ COMPENSATION SHALL CATION SHALL BE MADE TO THE CONTRACTOR FOR ANY REASON. TH z 2-?" RETAINER GLANDS E CONTRACTOR IS Q ~ r
URGED TO PERFORM I '0 PERFORM INVEST)GATIVE EXCAVATIONS PRIOR T( THE BID DA IF H ~ SEt S ~ANuArD ;F ~raEL i TF E DEEMS PRUDENT.
~ MINIMUM 10 LATERAL ~ ~~M ELEVATION=1022.34 y ~ - BE N ~ C~N~ 10 LATERAL SEPARATION OR MINIMUN 18 VERTICAL SEPARATION TO BE MAINTAINED ~Rf\
4 NCGS MONUMENT-WARRIOR TWEE WATER LINE. O Tf D WATER LINES AND SEWER LINES. R
~ ~ IN T F I o RAF IC SLAND AT MINIMUM OF 3.5 DEP' ~ T r OF 3.5 DEPTH OF WATER LINE FROM EXISTING GRADE TO TOP OF PIPE. Q ~ ~ r r
~ 130ST ROAD-SPAINHOUR ROAD INTERSECTION MINIMUM OF 1 SEPAR OF 1 SEPARATION OF WATER LINE TO STORM DRAINS.
d _ J Z ~ M
~ o ALL WATER LINE CON, RI E LNE CONSTRUCTION SHALL Bf MADE IN ACCORDANCE TO THE CITY OF MORGANTON SEMI ONC WALK D
STANDARD SPECIFICAT 'D SPECIFICATIONS AND STANDARD DETAILS. '~'S383 w
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6 NEW THREE QUARTER INCH OR ONE INCH WATER SERVICE CONNECTIONS ARE TO BE MADE T T „ 0 HE t} ~ S . ~ p P9~
PROPOSED 8 WATER LINE ALONG PIEDMONT ROAD OR BOST ROAD. 33 NEW THREE UART R I STA 2+40 Q E NCH s
OR ONE INCH WATER SERVICE CONNECTIONS ARE TO BE MADE TO THE PROPOSED fi" R END 2" PVC DR 13.5 WA~ 0 2 WATER LINES „ DR 13.5 WATER LINE W/ '
WITHIN SHERWOOD FOREST SUBDIVISION. NEW WATER SERVICE CONNECTIONS ARE TO BE COMP 1-2 SQUARE NUT VALVE LETS AND " 'E NUT VALVE C a
INCLUDE METER AND METER BOX AND SET AT THE RIGHT OF WAY OF THE ROAD. EXISTIN H cv 2-2 DIP MALE z SLIP EI G OUSE CONNECTIONS 3 4LE x SLIP END ADAPTORS
ARE TO BE TIED T T 0 HE PROPOSED NEW WATER SERVICE CONNECTIONS. NEW WATER SERVICE CONNE TI CONCRETE DEADMAN I T CONS 1~~(1~_' n " IEADMAN
ARE NOT SHOWN ON THE PLANS AND ARE '0 BE LOCATED BY THE CITY OF MORGANTON ~~N `IN~ , ~ ~ lC I ~ ' 1 _ 2 BLOW-OFF r_ G DER. SOME NEW L . L, „ "F cv
~ WATER SERVICE CONNECTIONS WILL CROSS THE ROAD AND THE NUMBER F ~ ~ ~ ~ 2-2 RETAINER GLANDS 0 NEW WATER SERVICE ~,ONNrCT,ONS MAY VARY. ~ - - ASPHALT OR JER GLANDS a~
L-,, ~ ~ SEE STANDARD DETAIL SI ~ T .RD DETAIL SHEET 1
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CONCRETE BLOCKING
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CONCRETE BLOCKING 2-6" RETAINER GLANDS
4-6" RETAINER GLAN DS
1-2 RETAINER GLAND STA 35+74
END NEW 6" PVC DR 18 WATER LINE
ROBINHOOD DRIVE-SR 1476
AT 6"-90' BEND
SEE BOST ROAD WATER LINE i
SEE DWG 1190-03 SHEET 2
f 1
6 NEW TNR E UARTER IN H R N IN H ~ T E O C 0 0 E C WATER SERVICE CONNECTIONS ARE TO BE MADr ~O THE
PROPOSED 8" WATER LINE ALONG PIEDMONT ROAD OR BOST ROAD. 33 NEW THREE UARTr R IN H O C
n n OR ONE INCH WATER SERVICE CONNECTIONS ARE TO BE MADE TO THE PROPOSED 6 OR 2 WATER LINES
WITHIN SHERWOOD FOREST SUBDIVISION. NEW WATER SERVICE CONNECTIONS ARE TO BE COMPLETE AND
INCLUDE METER AND METER BOX AND SET AT THE RIGHT F WAY " ~ i 0 OF THE ROAD. EXISTING, ~ OJSE CONNECTIC~'v~
ARE TO BE TIED TO THE PROPOSED NEW WATER SERVICE CONNECTIONS. NEW WATER RVI~ ~ T'`` SE t,E „ONNEC ~~N~
1 ARE NOT SHOWN ON THE PLANS AND ARE TO BE LOCATED BY THE CITY OF MORGANTON ENGINEER. SOME NEW
WATER SERVICE CONNECTIONS WILL CROSS THE ROAD AND THE NUMBER OF NEW WATER SERVICE CONNECTIONS MAY 'dARY
UNDERGROUND UTILITY LOCATIONS WERE PROVIDED BY NCICALL OR OTHERS. THE OWNER ANC
ENGINEER ASSUME NO LIABILITY AS TO THE ACCURACY OF THE LOCATION WORK. ALL UTILITY COMPAP~'ES
ARE TO BE CONTA T Y T T C ED 8 HE CONTRAC OR FOR MORE EXACT LOCATIONS OF UNDERGROUND
UTILITIES PRIOR TO BID AND AGAIN .BEFORE CONSTRUCTION. ALL EXTRA WORK CAUSED BY ~OCAT~ON
ERRORS OR OMMISSiON OF UNDERGROUND UTILITIES SHALL BE CONSIDERED INCI NTA AN DE L ~ D NO I ~ ~
COMPENSATION SHALL BE MADE TO THE CONTRACTOR FOR ANY R~ASON. iNE CONTRACTOR ~~S
URGED TO PERFORM INVESTIGATIVE EXCAVATIONS PRIOR TO THE BID DATE Ir HE DEEMS PRUSENr.
_ MINIMUM 10 LATERAL SEPARATION OR MINMUN 18" VERTICAL SEPARATION TO BE ~l'~
r BE ~WEEN WATER LINES AND SEWER LINES.
~ ~ i ~ 7, , i
MINIMUM OF 3.5 DEPTH OF WADER LANE FKOM EXiS~~NG GRA ~ lOa Or .p
~ M NIMUM 0. ~ SEPARA ~ ON OF WATER i~N~_ ; 0 S :ORM DRAJN'
r AFL WATER uNE CONSTRJ~,TION SHALL BE MADE Q~,,~,OR~Ati~~r ~ _ ~ << : .
STANDARD SPtuIFICATION AN TAN AR^ TA S DS D DOE
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