20071217 Ver 1_Site Plan_20070713

FOR
JU(1 3 1yp7 D
LINCOLN CO LINCOLN COUNTY, NORTH JUNE 2006 LINTY
07-~21j
CAROLINA LEGEND
~j~j~,~ DESCRIPTION per PROPERTY IRON
LIST OF DRAWINGS •
- ° PROPERTY LINE
- - - RIGHT-OF-WAY LINE - umwmms "is
1. COVER SHEET
e"^--"'--~ ~4 ~ RIGHT-OF-WAY MONUMENT
2. PROPOSED 12-INCH SANITARY SEWER STA. 0+00 TO STA. 8+ 3. PROPOSED 12-INCH SANITARY SEWER STA. 8+27.20 TO STA. 8'+' 27.20 V PERMANENT Ui1LITY EASEMENT -
fA. 21+93.33 ~ e - - - TEMPORARY CONSTRUCTION EASEMENT -
---w----•--- WATER LINE
4. PROPOSED 12-INCH SANITARY SEWER STA. 21+93.33 TO STA. >TA. 35+29.71 1 OS r _..._,_P,BD ED PUMP T ---w--P --w--- WATER VALVE Ai -W- SANITARY SEWER PLUG VALVE p ~ WATER SERVICE LATERAL W/METER
5. PROPOSED 12- AND 15-INCH SANITARY SEWER STA. 35+29.71 '9.71 TO STA. 44+64.74
6. PROPOSED 12-INCH SANITARY SEWER STA. 44+64.74 TO STA. iTA. 56+39.37 O
DIA. F CE A 90 FlRE HYDRANT W/VALVE k TEE
7. PROPOSED 12-INCH SANITARY SEWER STA. 56+39.37 TO STA. iTA. 68+69.37 ~ , ~ ~
O ---ss-----A-- SANITARY SEWER LINE
SANITARY SEWER MANHOLE
8. PROPOSED 12-INCH SANITARY SEWER STA. 68+69.37 TO STA. iTA. 83+89.37
--ss---o SANITARY SEWER SERVICE LATERAL
9. PROPOSED 12-INCH SANITARY SEWER STA. 83+89.37 TO STA. iTA. ss+a2ao ` \~j~ FORCE MAIN
EN, NC
10. PROPOSED 12-INCH SANITARY SEWER STA. 96+82.70 TO STA. iTA. 100+33.73 r ---M-----~--- PLUG VALVE
j i ~ OVERHEAD Ui1LITY LINE
1 1. 1'RUI"VJLU I L-IIVI.I'1 ~ VRI.G MNIIV J I A. Ut~C7U I V J I A. l Of'U1.LS 12. PROPOSED 12-INCH FORCE MAIN STA. 15+8.88 TO STA. 30+ 13. PROPOSED 12-INCH FORCE MAIN STA. 30+00 TO STA. 45+00 ,11. LSJ
v ~ ~d U1ILITY POLE/LIGHT POLE
N
y~--~ UTILITY POLE W/GUY WIRE
a TELEPHONE PEDESTAL
PO 12" DIA. SAN. SEWER p. UNDERGROUND UTILIN LINE
14. PROPOSED 12-INCH FORCE MAIN STA. 45+00 TO STA. 55+00 X00 - ~ ~'__`.1 .../'e E =ELECTRIC FM =FORCE MAIN
G =GAS
15. PROPOSED 12-INCH FORCE MAIN STA. 55+00 TO STA. 69+00 55 =SANITARY SEWER '7 T =TELEPHONE
2 TS =GAS TEST STATION
W =WATER
16. PROPOSED 12-INCH FORCE MAIN STA. 69+00 TO STA. 82+00 X00
~ ~ STORM SEWER CATCH BASIN
~ STORM SEWER JUNCTION BOX i
17. PROPOSED 12-INCH FORCE MAIN STA. 82+00 TO STA. 90+82 18. PUMP STAl10N SITE PLAN f82t ~ ~ ~A a
~ _ =r--"`"-- _ ~ STORM SEWER LINE RCP =REINFORCED CONCRETE PIPE
CMP =CORRUGATED ME7AL PIPE
19. PUMP STATION PLAN AND SECTION 82 R qO 1~ NC NTON, ~3 TREE
20. HOIST AND MONORAIL QET,AIL TREE LINE
4 SIGN
21. SANITARY SEWER DETAILS LQCATION MAP MAILBOX
SCALE
22. STANDARD DETAILS -•-x-•- FENCE A PAVED ROAD/DRIVEWAY
23. EROSION CONTROL DETAILS A =ASPHALT C =CONCRETE
- - p - - UNPAVED ROAD/DRIVEWAY
24. STANDARD DETAILS o = oiRr
G =GRAVEL
E1. ELECTRICAL: NOTES, LEGEND, PLAN
DRAINAGE SWALE/DITCH ^ Y TEMPORARY SILT FENCE - - TEMPORARY DRAINAGE DITCH
E2. ELECTRICAL: RISERS, SCHEDULE, DETAILS
LINCOLN COUNTY TD
BOARD OF COMMISSIONE it, I Olt -An6i
~EAS - - - - ~MPORARY SILT TRAP SILT CHECK DAM
o s sio
THOMAS 8. ANDERSON, PE - CHAI ALEX E. PATTON -VICE-CHAI JAMES A. HLEIN r •
A~MAN TOP OF BANK • C--.% : 02 00 .•FNGIN
A*n BOTfOM OF BANK
ZA - BENCHMARK ~
~111111i111~
MARIE MOOSE ---ea----ae---
818 COLON CHARLOTTE, COLONNADE DRIVE
BRUCE CABLTON RLOTTE, NC 28205
_ ' X704) (704) 334--5348
S`l'AN B. IS 1~:8 -COUNTY MANA4 STAGER r D SUN Office Locations: )ns: a Georgia
community Infrastructure consultants North Carolina la Florida
STEPHEN A. GI Tq PE, P s -DIRECTOR Of' IF PUBLIC UTILITIES South Carolina -WKD PROJECT NUMBER MBER 40417.00.CL
r
L:1ProjedslLINCL\4041TUOCLTADW21 Md ParkWxrgM0417a01 COVER,pVVG, COVQt, 5/10120077:48:33 AM, daary. d. -1056.1.pc3. ARCH 0 .00 x24.00 inches), 1:1

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~ }s ~ ' 1 ~ ~
i ~ i i ,~r ; ~ ~ SEE SHEET 3 OF 24
~ ~ I ~ 0~~~~~~ ~ FOR CONTINUATION
~ ~ . ~ ~
I ~ ' ~ ~ ~
i i ' ~ i ~
/ / ~ ~i STA. 8~-27.20
~g€ ~ PROP. MANHOLE
PARCEL 170427 i
~ o k~ \ 1 PiN: 3634-18--2757 ~ NATI(}NAL FRUlT PRpDUCT CO., {NC~ ~ ~ ' ° ~~~""~25' PERMANENT EASEMENT
~f,~v / ~ 20' TEMPORARY CONSTF~UCTION EASEMENT ii
~~~3 ; d PROP. SILT FENCE ~B' P~' 38~ , f 07.018 ACRES ~ ~ , ~ ~ ~ ~
1t ~ o~ ~ ~~MN , E~
a STA. 0+70.96 ; ~ 2 ~ 2 ' / e~~''
~~~j PROP, 70.96LF/12" 1. PROP. MANHOLE STA. 2+$1.36 ~ ~ J / i / ~'t`~ ~
DUCTILE IRON PIPE ~ PROP. MANHOLE /
€y~ PROP. 22° STEEL CASING ` ~ ' ~
PIPE, 8Y BORE ~ ~ N2aro8'49 E t=0.25" ~ ~ 70.98' i
L= 40LF / ~ STA. ~+48.21 paRC~~ ooo4s3 / / P1N: 3634-18-7460
210.40' ..~r..&„~ - i ~ x PROP. MANHOLE CCR REAL ESTATE HQLDINGS, l.~.C
/ DB. 1C52 PG. 2:1
BRID - ~ tee, • rtr~ i'~ x o 12" SAN. SEWER -ss _ ge --ss` ~ ~ - a ~ I "~''~~`"~v~~ o ~ BENCH TiE 0. 85 AGREE
~xisT. CHAIN UNK F~~~~ SET IN LIGHT POLE
ELEV. = 777.84'
~
I ~ ~ ~ ~ '~.3_`'~'~~' cE Pose `~_i ;~~,,,~ATE SWITCH FE~~ POST
ss-~__ss---- =tai=== ss---,-ss__..._ -__~8- ,.b,~ ~~~.,``-`^`.i 221.47 -et------._-et-- ~1 -s , ~ ~ - e~'
~ ~ 3 ~3 C~ 'r ~~X~
YJ MO-,-r"""'MO`---_ A`~ 34.3 ,_1~R "~o ' EXIST. MANHOLE \ k RIM EL. 777.53
~gg`~~` ~VERT 769.33
STA. O'F'OO ^'-~_~~MO M ~ w ~nrv ~ ~i~'r.~ ~ ~'~r~.`~-`~ Q ~ ~ EXISTING MANHOLE '~~~~o~~''MO--.~."_MO-~_ ~
25' PERMANENT EASEMENT
20' TEMPORARY CONSTRUC110N EASEMENT ~ i EXIST. MANHOLE EXIST MANHOLE MOB--~ i RIM EL. 769.93 RIM El. 772.38 'N0-'-"-MO ~
CONTf~!ACTOR TO ~ INVERT 763.13 INVERT 766.48 MO Mo \ , FLANGE BOLT/HYDRANT
CORE: AND 800T y RAVEL •~a\ ELEV. = 788.53
i ~XISTING MH ~i ~ DRIVE ~o ~
~ ~
~ PARCEL 1525 Mo ti. EXISTING WATER VALVE
~ PIN: 3634-OS-711 d EXIST'. MANHOLE DONALD A MCGINNIS RIM EL. 777.51 cNHOLE ~ a~.~ EXISTING FlRE HYDRANT 'ND\ ~ . ~
OB. 99E PG. 444 INVERT 767:81 g ~g~~ ~ ~~e~ Bi EXISTING WATER LINE . ~t
I ~ 0.0~ 9 ACRES ae ~8~ ~8t EXISTING GAS VALVE
\~,~o \`\~`ee ~ \ EXISTING GAS LINE
Y~
~A~ I i
~\~o ~ ~ ~5~~ PROPOSE ~ ~ ~ - MUST BE DOSED MANHOLE RIM ELEVATION
PLAN: 1 " = 50' f BE TWO FEET ABOVE 100 YEAR
~o FLOOD EL ID ELEVATION OF 773.00 FEET MSL,
i
D
- - ~ - - - - - - 785
- - - y
7S~ _ _ '
_ - - 780
3 - - - - -
- -
- - ' 775 - - - - -
- 775
770 - - - 770
ayy ~
R 76~J _ - - - 765
A
W . -
Z _
_ _ - - - 760
755 - - - - - - ~ _ - _ ~ - - - - 755
750 - - _ - 750
y
wa - - - Y
3 745 - _ - - - ~ ~ ~ - -
745
- - _ y 740 - - • • ~
H ~
740
~ ~ ~ 0+00 1+00 2+00 3+Ofl 4+00 5+00 6+00 7+00 CARn. 8+00 9+00 10+00 11+00 12+00 13+00 3+00 14+00
LW AS NOTED 816 COLONNADE DRIVE RELEASED FOR DAZE ~~.~'`Q'~~~,::•:. ifi CHARLOTTE, NC 28205 APPROVALS Ss'~ ••.,q IND U STRIAL ro RIAL PARK WASTEWATER IMPROVEMENTS'
[-DF OJECT MANAGER DRAWING SC&E AWN BY PROJECT DATE [phone] vw FOR PROPOSED 12-INCH SANITA LINCOLN COUNTY STA. 0+00 TO STA. 8+ LINCOLN COUNTY, NORTH CAROLINA TARY SEWER 2
PROVED BY P ROJECT NUMBER
i18 ~417.O0.~ MENEM" ~KS on~ BIDDING s- ~ Office Locations: 4.0000 ,Iowa ~ $ p? d~. C* . imunity infrcatructuro consultants North Carolina Georgia CON37RUC?ION ,99~•. FNG•'~~ 8+27.20 24
REV, N0. DESCRIPTION DA?E E NAME PLOT GATE community South Carolina Florida RECORD DWG. '~irFS+'•••••••••'N~~~•`
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RELEASED FOR DATE
LW AS NOTED 44/ 616 COLONNADE DRIVE . ~ INDUSTRIA1 CHARLOTTE, NC 28205 APPROVALS 'RIAL PARK WASTEWATER IMPROVEMENTS. PROPOSED 12-INCH SANITAI
[-DE OJECT MANAGER DRAWING SCALE AWN BY PROJECT DATE [phone] ~ r FOR ITARY SEWER* 4
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REV. NO. DESCRIPTION DATE NAME PLOT DAIS commu~it REVISIONS °417c°l-°g SPL"" munity Infrastructure consultants North Carolina ceor ~ ~n c RECORD DWG. South Carolina Florid LINCOLN COUNTY, NORTH CAROLINA

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PARCEL 18837 ~ PIN: 3634-39-7$30 ~ p ~ -~p ~ ~ ~ U~~ )GE 46
' JULIUS FRANKLW BARK IN BARKLEY JR ! •
DB. 1601 PG. 767 STA. 35+29.71 0.951 ACRES '67 » 1
PROP. MANHOLE 18898 PARCEl. 5 800 1 4~ ~ 35 N. 36 -N-
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„ ~ ~a~z~~ • + ' Aqa • LOCATION AND DEPTH OF EXISTING PROPOSED DSED MANHOLE RIM ELEVATION
6 UTILITIES PRIOR TO INSTALLAl10N OF MUST BE SANITARY SEWER LINE. FLOOD ELE BE TWO FEET ABOVE 100 YEAR
~ 1 ELEVATION OF 773.00 FEET MSL.
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- - - - CREEK CROSSING REQUIREMENTS:
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. W . CROSSING AND
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Z 3 - - - - -
- - 905
~ - - ~ - J • ~
~ .
900
~ 900
- ~ ~ ~ 83+00 84+00 85+00 86+00 ~+00 98+00
o v~i~~
Mi ~i
PROJECT MANAGER ' DRANANG SCALE ~ X16 COLONNADE DRIVE „ ~ D1 A I D A DI! IA/A CTCiA/A TCD li?A~D~IVCAACI~IT+C
MLW 111A~ CHAR ` . 3 APPROVALS ~ ~v•••• ~JI pN,q•.: 11 V V V J 1 t ~ 1 /'1 KS ON BIDDING s
DRAWN BY AS PROJECT NODTED ATE •~M La r ~l •r• r•^ %J I Fi "IN I IVIr „W VL. ~ L~l I %J PROPOSED. 12-INCH SANITA.F TARP SEWER
OEM APPROVED 8Y PROJECT NUMBER
E rim 40417.0D.a wximwmo mammon Office Locations: y DIC ~ ~ Co cONS7RUC110N ~ 8 d2 LlNCOW COUNTY STA. 8TO STA. 9( [00, y . 96+$2.70 2q.
REV. NO. DESCRIPTION DA T~E NAME PLOT DATE Communit REVISIONS 40417c01-os spu+N Imunity inirastructuro consultants North Carolina Georgia ~'0 . FNGIN~`~~~•' South Carolina Florid' RECORD DWG. ~'~i l ~ LINCOLN COUNTY, NORTH CAROLINA
i

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EXISTING WATER LINE ~~~+n!s ,v.•!ae •.taa nae+ri'~F+Krrasa.d+eri+awvri. p
EXIST. UNDERGROUND N63 I
M~, ~b 9 K TELEPHONE~CABLE ~ 351 ~~i -w-----w~--mow ----w-T~-- --mow-- --wr-- i T V • +nwM~sumw',wa.~. +r..wr Fan:nrr ~wrsr~~ra~Lb.~.rw~~+~we L w~ _ - - .rte'
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PARC ' 17 E~» 2 ~ ~
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935 - - - 1 r - - 935
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95+00 96+00 97+00 98+00
PROJECT MANAGER DRAWING SCALE 616 COLONNADE DRIVE RELEASED FOR DATE CAR01
MLW AS NOTED DRAWN BY PROJECT DATE CHARLOTTE, NC 28205 e~ ~y I N DUSTRIA1 RIAL PARK WASTEWATER IMPROVEMENTS
(704) 334-534$ APPROVALS ~O ESSIp,~,•.,'9 ~00 10- HMO i w FOR PROPOSED 12-INCH SANITA LINCOLN COUNTY STA. 96+82.37 TO S1C I TA-RY SEWER 10
APPROVED BY PROJECT NUMBER cJB 40417,00 CL KS~ N BIDDING ow -DIC' Office Locations: 2 ~ C= .00 z VW
REV. NO. DESCRIPTION DATE FILE NAME PLOT DATE communit REVISIONS 40¢17001-05SPLA" CONSTRUCTION ~ n ; ~ r rmunity infrastructure consultants North Carolina Georgia 100+33.73 24
South Carding Florida RECORD DWG. I~'~,991'•,F~GIN~`~Q•'0~~`,`~ LINCOLN COUNTY, NORTH. CAROLINA

~ v~ ~ / /~J NOTE: BLOCKING/ EXISTING UTILITIES DEPICTED ARE APPROXIMATE LOCATION AS REQUIR PROP. 10' MADE GRAVEL ONLY. CONTRACTOR SHALL VERIFY EXACT LOCAl10N AND ;ING/FITTINGS
D :QUIRED (TYP*)
~ ~ ~ ~s ? ~ it f ~m ~ ~ STA. 0-~- ~ ~ it i~ / PARCEL 71204 PARCEL 80260 PIN: 3635-02-88-$864 ACCESS ROAD FROM DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. PROP. S" FINGER MILL ROAD TO L = 60LF S" DUCTILE IRON PIPE
r `~~~P. 8~ (~O~CE l~~?IN \ r, ~i ~ PIN: 3635-89-4693 ~ ~ ~ ~i ~r i HEM (NC-SC) QRS 14-a6 INC s jMC ~E HEAFNER COMPANY, ANC. MAXIMUM 10' PERMANENT ,OLF
841 ~ ~ ~ i ~ ~ t ~ i i W P GAREY & CO LLC D@. G pG. 415 Y~~~ PROP. PUMP STATION PROP. 98" Q EXISTING 30' SANITARY SEWER PIPE BY B PERMANENT EASEMENT t = 0.250° woods CONSTRUCT _ _ ~ _ woods _ $ ~ $ a PROVIDE N -io~oo- ~ ~ ~ AIR EAS
.,c ~ 06. 1333 PG. 896 yy~ ST/~. ~-~-4~'~ r ~j~\` ~ 0.003 ACRES STA,. 0~50~ FA ~ 0.632 ACRES MAINTENANCE CORRIDOR lY18BORE TEEL CASING
10' TEMPORARY EASEMENT WETLAND AREA o~~os ~ ~°y.~' : 250's , L = 50LF /
, , BENCH MARK
o~ ~ ~ ~ EXIST. MANHOLE RUCTION ENTRANCE I
~ ~ ~ ~ ~ i i,~ r / TOP RIM = 806.25 20' PERMANENT EASEMENT NA~~ SET ~N 8" MAPLE )E NECESSARY BENDS
a 1 ` 3z•~ i ~j ~y',~ 8° RCP INV. W = 799.30 EXIST. MANHOLE ELEV.= 8O7.3G
8~~ ` r i~i~'~/ S~~ RCP INV. OUT = 799.46 RIM = 807.13 WOODS _ _ - - - ! , :LEASE VALVE
x~s~seAN cF - _ . - _ _ ~ , ~ REL - STA. j'~+0 ~ ~ Rltuf6~= t8~ _ _ _ _
2 ~ ~ v'rj ~v/ PROP. P~MP STATION ~ ~ woods to+-ao-- F. - - a
SEE SHEET 18 OF 24 r EXIST. 8 SAN. SEWER _ G -Y..,---,. _ c; G
_~4"'__ _•55 __x_55_____ ~ ~'`'-"~h +w
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' /'l ~ ~ ~ ~~ii~ ~ ~ ~ EXI~~'~~~SAN. SEWER ~ _W.a_.- PROP. SILT ~ i ; ; i ~ i ' fM ~ G
STATION EQUALITY
rA.,T]ON 16+01.83=15+68.88
80S ~ EXIST. 2 WATER LINE ~ -w~,
AND STONE OU ' ~ . ~ ~ ~ ~ o ~ „ WOODS
~ ~ i o • ~ ~ PAftCEI 80259 ~ ~ ~ ~ ~ EXIST. 8" FORCE MAIN ANTI ANTI SEEPAGE COLLAR W~~' w '
• ~1~~• ~ ~ ~ PIN: 3635-88-2Q 16LF/15" RCP CAD 0.5~ SLOPE SEE SEE DETAIL, SHT. 21 `~~'W-~,
~ ~ ~ TOWN OF MAIDEN EXTEND 2~ WL': ` . (TYP. 4 PLACES) ~
TO PS SITE ` PREV.3P7. 4F 890 ~ "''~M '"-----w`----w-~~`
EXIST. MANHOLE LINCOLN CO. INDt1STR1AL RK WOODS WOUDS ---MGM ; 'w__"_w"'
PB. G PG, 4i5 TOP RIM 807.14 0.089 ACRES
' 6" RCP INV.IN = 799.25 s" RCP INV.IN = 798.69 ' BENCH MARK / PARCEL 19390
~2" RcP iNV.irv = ~ss.~s NAIL 1N UTILITY POLE .r--"'" 8" RCP INV. OUT= 797.42 ELEV. SO6.7rJ PIN: 3635-08-0391 ~
DORIS L FINGER
DB. 749 PG. 658 WOODS
EXIS . NG PUMP STATfON 10'-0"
TOWN\ OF MAIDEN .r~~~ LARKARD CREEX ,
(TO B~kBn4~JD~lEDj~'"~~ PROVIDE NE SCALE ISOLATION PLAN: 1" = 50' EXISTING W NOTES: E NECESSARY FITTING AND v~iES z'-o' z'-o' s~-o' ~ s'-o• 2'-0' va~ ON VALVES TO TIE TO vuties
G WATER LINE (TYP.)
EXISIINQ-
t~tADE
F7 N THE ~ ~ ~ ~ SLOPE 1/4' PER FT. SLOPE 1/4" PER Fl; ~ ~ / \ ~
1. PAYMENT FOR ACCESS ROAD IS TO BE INCLUDED IN
PUMP STATION LUMP SUM COST. ti's i' ~ 2 CONTRACTOR TO REf~OVE TOP SOIL LAYER STA. SEE SHEET 12
~ AND COMPACT SUBGRADE TO 95-989 MATCH LINE S
2. PAYMENT FOR GAS LINE IS TO BE PER THE UNIT C COST BID. TANDARD PROCTOR. SLOPE SIDES AT 2:1 MAX. STATIO OPE AND FIELD LOCATE CULVERTS FOR DRAINAGE. TI ON EQUALITY
g~ CABC STONE CT A TIlIAI 1 1. iR1.M GZ_'I~iCQ 00
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ATER LINE IF
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PROJECT MANAGER DRAWING SCALE 616 COLONNADE DRIVE RELEASED FOR DAlE
MLW AS NOTED DRAWN BY PROJECT DATE CHARLOTTE, NC 28205 ti APPROVALS e CAR 0. INDUSTRIAL DIAL PARK WASTEWATER IMPROVEMENTS
[phone] ~`=0 ESSIp?,•' F -CE FOR PROPOSED 8-INCH FOR R-CE- MAIN 11
APPROVED BY PROJECT NUMBER IPE ODIC KSON BIDDING Office Locations: E A L
1 ADDENUM NO. 2 -ADDED ACCESS ROAD AND GAS LINE 01/07 C~ 40417,OO.CL REV. NO. DESCRIPTION DAZE FILE NAME PLOT DATE Community imunity Infrastructure consultants North Carolina Georgia ~~~~n~ ~ t L-INCOW COUNTY STA. 0+00 TO STA. 16+ 16+01.83 24
ao4t7cot-bS MPLAN REVISIONS. South Carolina Florida RECORD DWG. 000 99 '•,FNGIN~`~~.••~~.~ LINCOLN COUNTY, NORTH CAROLINA
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Z ~ •
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ly. ) i 2 4 i~ ~ 6. ttt 'c. n w10ggg' OFF PIPE ~ STA. 79+40t 0
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MLW AS NOTED DRAWN BY PROJECT DATE RIAL PARK WASTEWATER IMPROVEMENTS PROPOSED 8-INCH FORC FOR
vw D(704) 5.34-5348 ` ~~9 BIDDING d 7 RCE, MAIN 1 2
APPROVED BY PROJECT NUMBER CJ$ 404 7.00.CL Office Locations: • DICKSON - LINCOLN COUNTY STA. 1TO STA.
V. NQ. DESCRIP710N DAIS FILE NAME PLOT DATE community CONSTRUCTION = r: d'L ~C~ $ Z 20 imunity infrastructure consultants North Carolina Georgic : y • ~ ~ 00, South Carolina Florida RECORD DWG. x:99 FNGIN~.•'~ ~ A. 30+00 241
REVISIONS 44041701-05 PLAN LINCOLN COUNTY, NORTH CAROLINA
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r1lWLV Y1IN\1'1VC VRI~~11\V JliI1LC MLW AS NOTED 616 COLONNADE DRIVE ~PRCLe~u rurc unit i"0~
DRANM BY PROJECT DATE CHARLOTTE, NC 2820 , o tsS, q. INDUSTRIAL 46 RIAL PARK WASTEWATER IMPROVEMENTS
FMWAM~ WK [phone] ODICKSON BIDDING s-~ FOR PROPOSED 8-INCH FORC LINCOLN COUNTY STA. 55+00 TO S6ckw RCE~: MAIN 15
APPROVED BY i{ PROJECT NUMBER C.18 40417.OO.q. .8802 ' Cc Office locations : r. 's
RSV. N0. DESCRIP710N DATE Fig NAME PLOT DATE community r munity infrastructuro consultants North Carolina Georgia CONSTRUCTION S,, ~ p C-0 69+00 24
REVISIONS ~t7co1-os PLAN South Carolina Florida RECORD DYM` r~~ip9 s' ;FN~IN~~'..•'~ LINCOLN COUNTY, NORTH CAROLINA
F 00

-'"'f STA. 77+43t ~ ~ / ~ / ~
\ ~ ~
~ ~ ~fi'C~'' INLET PROP. 8" 90' BEND ~ , j / ~ ~
GRATE = 927.98 ~~"`'f \ fNVL'RT !M 15" RGP = 923.-~96 WITH CONCRETF~B~CKING% , /
!N~'RT IN i6" RCP 91 6 STA. 77+ 0£ ~ ~ ~ / i'
INV~'RT OUT 15~P fi'1 94 8EG11J- ~DUCTIkE IRON PIE / / / I
~ ~?ROP. 18" 8'fEEL CASING PIP BY BORE
µ f
~ L~ 30LF ~d ~ p OP. 18" S L ASIN~
/~.~~Q.~, l ~ ~i~E BY e ~ I
N~~ PROP. INLET PROTECTION ~ ~ .j--' o i t = ~ /
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~ f ~ ~ ? ~ STA. 77+50 "~~y ~ ~ /
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PROP. 18" STEEL C1K51NG / f
/ / ~ ' ~ / PIPE BY BORE
Q PRdVIDE BENDS AS ~tF~fi~l ~ . r-~- ,r~-' GR~I T~' = 36.43 ,,..d' . J„~ lNl/E'RT' !?V 15" RCP. = 933.47 ~ j ~ t = 0.250" e
O ~ ~ ~,i- iNVL~RT OUT !5" RCF = 9:33.27 ~ f L = 30LF
..R r,,,,.
/ , ~ % , ~ ~ STA. 81 +,3~St
/ ~ ~o PROP.~" 90' BEND
J O~ mss. r ~ ~ i'' / WITH~ONCRETE BLOCKING
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/ ~ ~ ~
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NAIL SET IN
U1ILITY POLE ~ PLAN: 1" ~ 5D'
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I
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945 - - - - - 945
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PROJECT MANAGER DRAWING SCALE 616 COLONNADE DRIVE K~ r~°„~ ~.~'~p`~; ESslo ,~'9 INDUSTRIAL
MLW AS No,~ _ DRAWN BY PROJECT DATE % CHARLOTTE. NC 2820.5 APPROVALS DIAL PARK WASTEWATER IMPROVEMENTS PROPOSED 8-INCH FORCE
vw [phone] r r saw BIDDING FOR RCEMAI.N 16
APPROVED BY PROJECT NUMBER Office Locations: so y'. 8 p O'~~ DI CKSON ~ :W= LINCOLN COUNTY STA. 69+00 TO STA. 8 LINCOLN COUNTY, NORTH CAROLINA
CJB 40417.00.CL REV. NO. DESCRIPTION DATE FILE NAME PLOT DATE community CONSTRUCTION • y imunity Infrastructure consultants North Carolina Georgia 9 NGIN`~ ~ 82+00 24
REVISIONS 4o4»co1-o5 PLAN South Carolina Florida RECORDOM?G. ~'.l s N,
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Q'• tip, SEE SHEET 10 OF 24
I` aecrnio~ rower
i ~ FOR CONTINUATION
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MARGUR~TTE AAUNGRCJ i lS' ~
JAMES Cl.AR£NCE ~ e;,
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PROJECT MANAGER DRAWING SCALE
8 AS NO?ED 616 COLONNADE DRIVE RELEASED FOR DATE ~~~~S31~U`/~9~~"~ INDUSTRIA CHARLOTTE, NC 28205 APPROVALS ~~'q' RIAL PARK WASTEWATER IMPROVEMENTS
~ DRAWN BY PROJECT DATE vw [phone] ~ FOR PROPOSED 8-INCH FORC LINCOLN COUNTY STA. 82+00 TO STA. 90 RCE~ MAIN 17
APPROVED BY PROJECT NUMBER
CJB 40417.00.CL DICKSON BIDDING CL Office Locations: 802 so ~ : C-0 90+82t 24
REV. N0. DESCRIPTION DATE FllE NAME PLOT DATE community imunity Infrastructure consultants North Carolina Georgia coNS'r~tuCnoni South Carding Florida ~l~'•. NGIN~~;.• LINCOLN COUNTY, NORTH CAROLINA
REVISIONS 4041701-05 Pew RECORD DWG. Fs'••••••••• ~J~,
00

~ • NOTE:
~ ~ ` ° MAX. Z" WATER LINE PREVENTER AN SiANDMD ME1Qt BOX STANDNtD METER BO% ~qp~D SURFACE BE INCLUDED r~ ti ~i'f~ 2. 12" SANITARY LINE, WATER METER WITH BACK FLOW
Z ~ , ~ r ~ R AND FROST PROOF HYDRANT SHALL
'.aD ~ 1 ` ~ ~ 1 ~ ~ I )ED WITH PUMP STATION LUMP SUM COST.
t v
~ d O ~ ~ ~ \ ~ ARY SEWER COST SHALL BE INCLUDED, IN
~ ~ I \ ~ 1 M~ w~ PUMP STATION 11ON LUMP SUM COST.
~ t ~ "w! , ~ v~~ 3. CONTRACTOR T GRAVEL ROAD OR TO CONNECT PUMP STATION
1 N ? ~ ~ / DAD TO EXISTING DRIVE.
~ 1 '„y ~ ~r ~ E... ~ ~ `~p1N 4. CONTRACTOR S BAp( flLL, TAMPm IN 8" U MIN. MPROYID R.P.Z. BAp( FLOW 'OR SHALL PROVIDE AND INSTALL
W ~ Y 1 o_ A y1, / ` BACK ~ 1 ~ vaemiren secna+ eos.a.a APPROXIMATEL Yxi• rs~ouc~x OF N.C. CObE ATELY~ 2000 LF OF NATURAL GAS LINE
v 0 32 Z W I
.Y ~ ~N ? ~ ~ ~ ~ ~A ~ ~ S s ` ~ 2' SQtNCE LINEj EXTENDING ALO ALONG. ACCESS ROAD FROM
U *r, ~ ~ ~ / ono ~ ~ / ~ 1 ~ TO HYDRANT GENERATOR TO R TO PIEDMONT NATURAL GAS
O ~ ? 1 \ ~ ~ a ~ SUPPLY LINE A NE AT FINGER MILL ROAD UNDER
• a y t? ~ K A 0 6 3 ~ ~ \ ~ COMMON BRICK CdANON BRICK UNIT COST CO u~i~~ APPROVED BY i PIEDMONT NAI 3 4"x8 KT COPPER METER SETTER f CONTRACT. PIPING IS TO BE
~ ~ i BY OR PURCHASED THROUGH
~ ~ ~ / NATURAL GAS.
\ /XO ~ I G F~ ~ ~"aiecK v~a~PO"uiier~ORR~ EWAL) ~ (CONTACT RICH RICHARD LAWRENCE AT
3 • ~ I 1 ~ ~Cp~~ 704-322-792 ~ dng: GAS LINE UNIT -7929 EXT. 838.2
W ? m ~ " OA 42 ~ ~Q~; ~ i I PROP. 16LF 1 RCP ~ 2.0090 O UNIT COST SHAL INCLUDE:
~ ~ ~ ~ APPRO ~R.P L%BFP DE~1CE.~ ~g M~ A. TRENCHING 2. CON7RACTIXt SXALL SUBMIT PLANS, PURg1ASE MEDIUM DEN LING AND INSTALLATION OF 2-INCH
W ~'a ~ PROVIDE` STON CHECK DAM ME7ER FROM CWNtt AND INSTALL ALL FApU71ES. I DENSITY POLYETHYLENE GAS
~ ~ 1 G ~ ' 1 FOR 2' OR LARGER SERNCES; CONTRACTOR vnu LINE AT A PERFORM TAPS ONLY. f A MINIMUM DEPTH OF 18-INCHES.
\ , a i POP. 10' GRAVEL DRIVE ,v
~ ~ B. INSTALLAl10 STANDARD DETAIL LINE° TAPE _A110N OF YELLOW "CAUTION GAS i
~ G APE 12-INCHES BELOW GRADE AFTER
6-INCH BA (WATER METER AND BACK FLOW PREVENTER) C. FINAL TREN r NOT TO SCALE RESTORATIO D. GAS LINE C FOR CONTINUAl10N OF FUSED LINE I BACKFILL IN TRENCH.
6 r / ~ / / / 'Q - FRENCH BACKFILL AND LANDSCAPE
d~ ~ ~ ~ 4~ r~A x r~' c ~ t ) ,~~4 + ,~T4~ 1~, rr 'fit} p r ~ lb .rl r ff l / ~ 1 ~ x\ / / T' CATION.
to rr~ , t~ F y J t ,r~ C~ VE CONNECTIONS AT GENERATOR AND
t ,h n ~ p.. rtN r~~ ..i'3 .Yr rVrP }Y LINE SECTIONS ARE TO BE
~5 y'' a ~ k ~ / ~ ED BY PIEDMONT NATURAL GAS
~b y +a a a, 3, !y ~ a3 ~ 7~, / 10' GRAVEL ACCESS ROAD PROVIDED B SEE SHEET 11 OF 24
r"' a~ ;X' ; ~ r' 3rl~ ,3 ~ by Q~ r' ~ ,r, f r ~ .r ~ t t
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t ,Y H t' d 'Yr rS' k', ,Y iX Rr rf y~c w r. ~ \ ~ \ ~ ~ 'A / ~ ~ POWER PACK
ri ~tf. rrv~ t~ X59 :;?j J ~ ,lf 'r, .}'3 , ._'F ( i ~ ~ ~
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fs' S, yr ,3 : ~ X r ,s1 P rr .~f:~ st yf of fi r ~ ! p ~
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+f fig, t,~ .~1 fi, r. W a` t~`r i' 'r wl i'' ,Y 'r1 ,t. ~f f r r b ~R' r,a' ,f ~i7 ~~r ~ ~ r~ . r t~' o!' s ;J~~ .elf vI! rr ,Y h f r' i, t ~ ~ GRINDER
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S ~ ~ ~ ~ '
i' r3 ~f tt`~ aY A 1 6 ~ ! ,('y ,3V~r tfr s" 3'~r~. art I tr, ! ~O IN ~c~ 1 ~ ~ / r ~
,h . r ir' ~ ~I I +1
,J ,;r' J I ~V' ..J'~ y~'. i~ 1~ ,air 1 ~f' 1 l i 1 Q / ~ 2 1/2" HYDRAUILIC HOSE
! , 1 , I / W/ QUICK CONNECTS ~
,n' r rv Myr . SUPPLIED BY OWNER
~f~f :Y~, :3r ~ e~ i~ c' yu r _ ~ Y+ A !r .b 9' rY t¦ ` y V J , ~ PROPOSE CONN aN TO _~E_~
? j rS ~ ,1~, rr' rT ~ ' EXISTII~.~ SEWS M . NMOLE ~ ' ~t r ~ ~ / ~ 2 1/2" SCH. 80 STAINLESS
ar~µ ~ ~ ~ r r , f~ 1+~~ Y` % ~l' r'J r k J .rt z d i CORFU ANq OT ~ ~ ; ~ ; WHEI~1-~~ROP~SED UMP ST ~S ; STEEL PIPES BY CONTRACTOR
i ' .ft'r dl' ,f' ,Qty { F rY 'r `rf iCr ~ ~ ~ INS OUT 797.42 i ~ AC,~i'VATED~ PLU v ~Xt~ / ~ SURFACE MOUNT
+t• ,r .pr ~ .1 r}r! G t ~ , ~I Q~WNSTREAM IN
f :r j A" ~'1 _1 ~ t l.. 1' ~Y
Cf Aye' 1~' / .;l'tI rt~ 1 ~ ~ 1 / / ~ X
r l., ~y 1~ .1 ~rl X, i ci , ~ ' is ~ ~ ' GF HYDRAULIC POWER. PIPING PLAN
fr p rr d'~ ~ ~ r -'~7' ~ t Y „!•F 1 1, i; sy ~ NOT TO SCALE
1N~TLANDS K p B 1 16 ~ ~ ~ J
JI l , 0~ i' ,r s,' ,C ,f+J ail F t,f i~ WOODS / ~ ~ ~ ,'j 1.. ~ , r ~ ~ ' ~ 1 ~X ~ SEE SHEET 11 FOR f ~ ,G~ ~__~--~-,=--~st ~ CONTINUATION
`1 SITE. BENCHMARK ~
p~' ,iii yr' ,p~ ~ d~ d' yr 4i' ,1'' i~` d' Jay A~, r,r ?1; 'F~ ~ ti l + ~ EXIST. SANITARY SEWER MANHOLE
/ , ! i~' ;9' r ,JJ its ~ .~i", ,a' ~r• a {r it ~y< R,.' o ~ .f, ~ ~ ~ r'• r• f'~ ~ ~ ~4 r , y:,: i E , ~ ~ G>~ ` ( ~ ` 1 ~ TOP RIM = 807.14 x ,C,~ ~ ~ ` ~ t , 6~ RCP INV. IN 799.25 \
i, ,I , t.l ~ ~ji yJ. r ~ ~J. ~'1'pW r.' .t t r i S' , i~ ~ ~ r~' '~J~ ~P t'~ r~F r~ a ti, J ,f' .r I'1 ' r ! S eF• r~~ 'J~ ~ r r rr t~ y 4 ,r%' d' .r' .n' .i~~y~ ~ f~i~' ff~ r' 1r ~1 ic' .~h" S~~ l,. a~ N f' o ~ t ~ r ~ I 803 ~ t 1 , ~ \ 8 ~ RCP INV. IN 798.69 ~ 51't t
' ~ ~ ~ r, I~ dfr Jr V ~r ~p~ yi~~~ ~eJf~ ~Ir~ ~d uJ ~i' r,J~ t,~ ~yy' .F vl .~{'p 0 ~~V r ~ t ~ 1 ~ ~ 12 RCP INV. IN .798.78 ~ ~ ~ v I I ~ y 1 ~ 8" RCP INV. OUT = 797.42 y G
a~ e~~r i~tv d~A i. f~. I ~,t ~L A J~ r„},f Y~~f r i ,A ~ i ~ ~ ~ PROP. SANITARY
rn .t, , ~ ~ ? .t~'' fi d' J o~ ,ay'~ '{a4 h .y~ f r iJ~' A~i ,;Y' q if ? 1' fir (~?A y I ~ ~ ~ , ~ ~ SEWER MANHOLE ..0-001-11000.1000001111
a~ A'~ ~ it ,T ~ a~ Ir ,.f .F~' (Z C ~ ~ ' ~ TOP RIM =805.5 G
iJ .a' ~ ,r o+ ,3' ,i' o' rl ray J , C , ,J ~ ~ d~~ i i ~ i , \ INV. IN = 796.12 --SEE -SEE NOTE t
a°r J ~ .M f r ~ a .r tiY' rt% J` r:1' I r C', E' .r' P~1 f r r•~ ~ ~w,y ~ ,r~ Y r f a ,M S'J ~ ;1,~ { ~ , , + ~ ? ~ ~ ~ ~ INV. OUT = 795.92
a 4 x ~ , ,f ,f a ~ ;l / ~ ~ \ x.~ ~u EXIST. MANHOLE
i' A' 0 d rr 6 ' p: r CONTRACTOR TO INSTALL ~ Q AT EXIST. PUMP
f 4 r,~ 1 / 1, ZOP. 16 WIDE ' a ~ r ~ i l ~ PROP. 8" FORCE MAIN,~~ NATURAL GAS LINE. ~ ~ STATION
,Jr 1 )UBLE SWING ,~'h ~ r ~ ~ ~ \ SEE NOTE 4. ~ ~ M i MANHOLE
1 r ~ ~ ~ X ~ f ~
1 1 ~ ~ ~ 'b i
--G---
~ ~ SEE -SEE NOTE 2
i ~ r ~ ~ a \ / ~ ,ti
r ~ r -N- i
t ~ l 1 ~ MP STATION
~ ' i ~ ~ 28~ § CONTRAC 2 GATE TRACTOR TO INSTALL
1 ~7 1 i 00 CROP. 10' (A ! ` y~ GATE VALVES AT 11E IN
W. ~ { W ~ c~' i ~ ~ WETWELL PRO .GRAVE. AREA ~~rP i ~
• a t W I 14~ w TO EXISTI XISTING WATER LINE
1 I r mac,' AS PART PART OF LUMP SUM
f 1 ~ ~C~ ~ ~ ~ / ~ ~ CONTRAC ~ CONTRAC GRAVITY TRACT,
~ • l TRACTOR TO INSTALL
1 VITY SEWER TO PUMP
I STATION TION AS PART OF
i PRO SANITA Y \ _ ~ ~ ~ ~i LUMP SU J ~ ~ WATER M BACK FL ~ ~ NON-FRE ~ i w~~~~ ~ WITH 3' r MANHOL P SUM, CONTRACT
I SE R MANHO E ~ , ~
1 TO_ F~ RIM = 804.5 ~
. i 1 1 • 1 1 INV: IN = 792.79. \~~~~'~r i ~ , ~i ER METER WITH
0 c~ 1 1 INY~. OUT = 792.59. i ~ ~ K FLOW PREVENTER
1 1 vuooos ~ 1 N 5'26'44"W \ ~ ~ ~ i
~ ~ -FREEZE YARD HYDRANT
~ i ~ ~ ~ ~ r-_ 1" HOSE CONNECTION
1 ~ 1 \ ~ ~ FLOOD ELEVATION CALCUL~?.TED__1D---~?-- / ~ ~ 3' OF COVER MIN.
Y ~ • ~ ~ -ec---_. ~ ~ BE 804.00 AS~,P_~~'F~-O~~N~~OT HWY ~ / I r , ~ ,~M~,,....
1 ~ ec ~ /~____3~a--~CV~T~T CROSSING ~ L~ ~ i
~ r `+w ~ by ~F w~ ti~ Alin AYE MME I 1
1 ~ s ....4,. I `'-~/r r~ wry. ww. rw~ 'wM yr ,wA SED WIRE A?~ID'STONE , _ ~ ~
1 1 1 1 RCED OUTLET i
~ ~ 1 ,......,.w. ,,,,,r..,....r. 1 1 ~ .,.r... 1 I, SEE .DETAIL r ~'~T ~ A~~ ~ ~
1 1 ~ 1 r Y M 1 r.n'. ,fir M ~ / DIMENSION ION PLAN
r ` ~ i 1 1 F ~ ~ ~ ~ O. ~ r 36' ~ 15 ~ SCALE: 1 its =10,
I ~.r 1 ~ ~ » r ~ _ m _ ~ ti u---~ - e~- / • ~
1 - i i ~y W ~ ec. i ~ . 1 ~ ~ ~ ~ WET WELL
O ~
PROJECT MANAGER DRAWING SCALE MLW 616 COLONNADE DRIVE RELEASED FOR DATE ~~~,?~~~~~~~~,h~~
DRAWN BY PROJECT DATE (704) 3 ,,cARO, INDUSTRIAL DIAL PARK WASTEWATER IMPROVEMENTS ~ 18
34-5348 ~~•OFUSI •/~1 FOR PUMP STATION
APPROVED BY PROJECT NUMBER 1 ADDENUM NO. 2 -ADDED ACCESS ROAD AND GAS LINE 01 07 CJB 40417.00.CL D vw CHARLOTTE, NC 28205 gppROVALS DICKSON BIDDING Office locations: l LINCOLN COUNTY SITE PLAN
REV. N0. DESCRIPTION DAIS FILE NAME nor one community CONSTRUCTION EA imunity infrastructure consultants North Carolina Georgia 24
REVISIONS 4041701-05 s.Pu+N.owc South Carolina Florida RECORD DWG. LINCOLN COUNTY, NORTH CAROLINA
L:WtoJecdsiLINCL14041700C.TADD021 III Patlcldwp4104170 -05-js-plan.dwg, PLAN It 6/12007120 50 PM, dcurty, CLT-10W2pd, ARCFI D (36.00 x24.00 Inchea).1:1

_
2~w 4" DIA. StL PiP~ W/
325" 5'~-0" MINIMUM 9" DIA. BASE FLG'S - TO MATCH BASE EL GENERAL NOTES
OPRE CAST CONCRETE 14.2b" y~NT MANHOLE e PIPE ANCHOR TO WALL W/
1 /2 ~ SCIi. 80 SS PIPE SIfBMERS~BI.E PUMPS 72" ~'x6" LONG SS EXP.. BOLT .BOLT 1. O~lOTES A PUMP S'fAl10N DIMENSI~1/SIZE OR ELEVATION -SEE SCHEDULE.
CONTRACTOR TO~
MOUNT TO WELL C2 REQUIRED) ~ 60 ~ \ OWNER SUPPLIED ~ FLANGED PLUG B ~E CAST CONCRETE 25"t vAtvE vAUtt ~ 2 ALL PUMP STATION PIPING IS FLANGED-END TO PLAIN-END OE D.LP.. UNLESS NOTED OTHERWISE.
/ vN.v~ (nr~.)
6" PIPE CHASE ~ PLAlN END TO 'c ~ ~ v v ~ a v ~ • . ~ . v ' ~ d . v ~ ' v • 3. ALL FlTTINGS AND PIPING INSIDE VET WELL AND VALVE VAULT TO BE FLANGED DUCTILE COATED. MtN. 1 MIL THICK. ALL SUPPORTING AND ATTACHING HARDWARE SHALL 8E S'rAlt 4. ALL PIPE OPQVINGS IN WET WELL AND VALVE VAULT TO BE CORED AND FlTTED WITH ucnLE IRON AND !E STAINLESS STEEL.
SEALED AROUND PIPES ~ PWN END PIPE - ~ ~ 8 FLANGED BASE 90 SEND
FLANGED ADAPTER W/ LOtt~C PINS, TYPICAL 32" NEOPRENE RUBBER 800T5. A'TH
4" DRAIN TO WE'B' WELT ~ '
~ ~ - - PROVIDE ADEQUATE HYD. . SLOPE 1/4" PER FT. 5. VALVE VAULT PIPIWG MALL 8E SUPPORTED WITH MASONRY Oft STEEL SUPPORTS AT A MINIMUM OF 3 POINTS.
~ ~ ~ a HOSE TO ALLOW TRAVEL ~
~ 24"X24" ALUM. HA7CW ~ a s -----=1111 ~h----- a' 6. INSTALL A 1/4' TAP ANO TEST COCK ON PIPING WITHIN VALVE VAULT.
~Tilf-- i7i i - BYPASS PUMP CONNEC --A-- 1111 ~ - - - - - I ~ S"x8'X4" FLANGED TEE ~NNECTTON ~p yy~ i. -FOR ORIEN7A'~ON OF WET WELL AND VALVE VAULT SEE PUMP STA110N SYTE PLAN. f.
~ 4" SIMNG CHECK VALV BOND FLANGE AND 2"
~ V~'~ ~ 8. 4' DIAMETER GLYCERIN FlLLED DIAPHRAGM PRESSURE GAUGE WITH A WD 2" N'tP
. ~ i - - - - - - ~ _ ~ _ _ _ ~ D ~ J NIPPLE Wj THREADED r = ~ 44 a =ppEp ~qp PRESSURE RANGE OF 0 TO 100 (2 REQUIRED).
~ ~ ~ 60"
m ' I ~r~ ~ 36" 12' SANITARY 'f" j~ c~ ~ c
~~i3~ SEyYER ( • - -f------1ni ~u~----- _ PUMP- SCHEOUtE
INFLUENT ~ - + ~ -•------~iri inE-- -
_ ~ ,J v. r- - PUMP IMPELLER PUMP TDH RPM HP VOLTAGE INSTALLATION DISCHARGE DIAMETER CAPACITY (F7:~ PHASE SCHEDULE Oav uLE
' DIAMETER '(GPM)
CORED HOLE ~ ~ ° : ~ • Q 8" 385mm 400 186 1775 88 480 INITIAL kL
W/NEOPRENE ~ ....n . ~ ' M.d ~ RETAI RUBBER BOOT. ~ a BOTH M.d SL.EEVE 1M'TFI ~ . ~ 1 v ' 8••X8'X8' FLANGEID RETAINING GLANDS ~ 2" ~ ~ ~ ~ 8" 365mm 550 208 1775 88 480 FUTURE R.E
TYPICAL ~ ~ • .a• : ~ .~a• / ~ Boni cos, nr~.
_ .a
~ ~ ~ / PLAIN END TO . e ~ ~ ~ PLAIN END PIPS PUMP SCWEDUL~ NO SCALE
~ i ~ ~ i ~ ~ 8"X8"X3"
~~~s • - - - - ~ i a FLANGED TEE
O ACCESS DOOR 3" FLANGED X P I B END 90' BEND . s s s s s ~I
X PLAIN ~ ~ ' VD a o+oo
M a s~u~~ 49"t. I I I I
-NOTE: SEE PUMP STATION SITE PLAN FOR DIMENSION SCHEDULE
SANITARY SEWER INFUiENT ~iIENTA710N - - - - - - - - A 8 C D E P Q
MOUNT WET WELL INFLUENT GRINDER AT INFLUa1T PIPE (OMITTED _=~~~==M I I 1 I
IN PLAN) WITH SANITARY SEWER FRAME ASSEMBLY II'il 10'~ I.b 120"x94" I.D. 2-36"x60 72"x60 8"s~ 24"X24" ID 54"X30" I.D. " I.D. ,
3" 90'MJ~ ~ ( ~
BEND ~ ~ ~ ~ ~
0
~1_i~ ELEVATION SCHEDULE
- = a F G H I J K L M N 0 0
DUPLEX S O,?U,MI~ :X SUBMERSIBLE PUMP .STATION PLAN. sTaNt~ ~ 791.77 782.63 785.13 789.13 789.63 790.63 800.$6 805.78 805.75 805.3 PUMP -STATION D, I~MENS 805.30''
NOT TO SCALE 11E-RODS BAgC _ sPOOS~ TO VAULT
A °+°45 AND ELEVATION SCHED~ILE
w Z NO SCALE SPOOBE
~ ~

ucxms w/rnu~vwc f
SINGLE LEAF
O ALUMINUM ACCESS
DOOR W/PADLOgC ~ 3~ 5 VENT PI . , ~ INSECT s~ sTm/pvc DENT PIPE, CAP do
NSECT SCREEN
MIN. 6" CABC OF WET' WELL 0 FlNI STONE WITHIN • :.a' 4 ` ° ...v . FlNISH GRADE
FENCED AREA ~ . , ALUMINUM ~ Aoat (2 ~ vwn~ Pn~~ / ~ ~ ~ / w ' AINUM ACCESS
2-~" Sq~l SO Sll. "II II' : , PIP FROM HYDRAULIC ~ ~ ' ~ ~ ~ ' ` ` .v' a ll.'. : ' ..a . R (2 RQD.) do FRAME
POWER PACK BY : Q. ~ ' ~ : . . i PADLOCK
CONTRACTOR .
r\~i;~i\~i\~i\~i~~i\~i N TdP aF' VAULT MIN. 8" CABC STONE
' uPPaz cuio~ a.
BAR BRACKET ~ a.~ OWNER SUPPLIED MIN. 2" SCHEDULE 40 STAINLESS 9 e
CABLE HOLDER • a ' .'0 '0 STEEL PIPE GUIDE p~Na ~ (NO SPUCES~ 7" MIN. •4
FLEXIBLE HYDRAULIC WqV. MOUNTED BAR (4 REQ'D.) OR JUNCTION BOXES N. ~ FLANGED ADAP
HOSE OWNER SUpPUED EO BY CONTRACTOR IN WET WELL) . ~~j\~j~~j a ~ W/ READER .
8" MIN. SUBMERSIBLE GRINDER OWNQt o o o ~ a ./'~~/~\~l`~~/~~~/\~/ ~ CAP e MAIN INVERT
' SUPPIJED ' ~ 0 0 0 0 ~ FORCE MAIN II 4" SURGE . L .a ~ 7" MIN... FROM . .
12" GRAM ~ WALL 4`. PUJG 'VALVE " .•a
SANITARY ~ SEWER ~ t ~ 4" RETURN UNE ° M ~ PRESSURE GAUGE a . - ~N~GED CHEdC . Q a.
i INV. 797.30 ° o Z c2 Rao. ° ~ a .
a • MK~1 WATER 4" DRAIN FROM ~ 4~ SNAN~ VAlER AI.APiM_~ CHECK VALVE -v • w
~ ~
VALVE VAULT ~ . Q _.1. ..a - 4. 4d
F INVERT IN _ ~ ~ IN7ERMEDIAlE CUIDE W~P V~~ ~ LAG PUMP ON
BAR BRAgCET (2 RQD.
. ' OWNER SIJPPUED z BY CONTRACTOR '4 ' . OQ . .a4
CORED HOLE WITH U-80LT PIPE BRACE ~ S"X8"X4" ~~4"~7, FLANGED PLUQ Fl.ANGED TEE • ' CEMENT GROUT,
NEOPRENE RUB9ER ~ PUMP ON ~ • SLOPE 1 le 00 PER FOOT
BOOT, TYPICAL 0 0 . ,.M
E D.I.P. DISCFIARGE ~ ° .
PIPE ~_pUMp OFF ~ ".~~Q::: 4" DRAIN TO ~ Q ~ ~ ~ ~ o. „ , a . ~ ~ ~ '
STAINLESS STEEL . 304 S.S. ~ : v. v. VYET WELL
GUIDE RAILS ~'4~ • SEALING FLANGE . W/~R£AK-AWAY '
O PRE CAST CONCRETE ~ ~a CONNEC710N (NO gtOUT TO FORM TOP MOUNTED ALUMINUM SAN ~TM FlT11NG SUPPORT MINIMUM 4" S SAFETY EXTEN510N MIN. 3 REQUIRED . M 4" STONE BASE
MANHOLE WI?H I'' ~ V'E IN HOPPER BOTTOM
INTERIOR COATED W/ a-.: COAL TAR EXPOXY ~IQIE: SURGE VALVE AND RELATED
O 21 MIL DFT 6"x8" BASE ELBOW POURED-IN-PLACE PIPING NOT SWOWN FOR CLARITY
Y OWNER SUPPLIED COMCREIE BASE
POURED-IN-PLACE 'd CONCRETE BASE STA?IONARY 14'n'14'~f1.25' ._8. 6~
. DISgiARGE MIN. - . C~INEC110N ao
MIN. 3" CLEAR. .~tl ~ , PRE .CAST VAL1/E VAULT SECTION C-C
TYPICAL ~ ~d ~ . MINIMUM 4" n_WET VYELL INV. STONE BASE • . ~ ~ Q ~ . ~ ~ , . NOT TO SCALE SPOO6D
~ ' ~ AT 12" O.C. ..d ' q'
~ EACH WAY .a - ~ a.,~ . v:~ a . ~ ~ . . - " ° d J
r ..t
a@
DUPLEX SUBMERSIBLE .PUMP STATION SECTION A o ~ ~ ~ NOT TO SCALE - DUPLEX SUBMERSIBLE PUM(~ STATION SECTION B-B i
NO'f TO SCALE
s~oc~e ~oosc .
..~A`,:~~~ C.A Rn:~~~i. .
PROJECT MANAGER ORANANG SCALE I
uiw 616 COLONNADE DRIVE RELEASED FOR DATE ~,~`~,04~~.••• SSI ~C/~9~~'~ 1~/~ CHARLOTTES NC 2820$ gppROVALS ~NJ9 ~ ; INDUS 7R I A L ZIAL PARK WASTEWATER IMPROVEMENTS
~ ORAWN BY PROJECT OAiE (~04~ 334-5348 w ~ PUMP STATION 19
APPROVED BY PROJECT NUMBER r S-rt-o? ao2 • FOR
DICKSON B~DDIN~ Office Locations: = 2 ! 7~: imunity infrastructuro consultants Nor#h Ccrolina Georgia %y~'•. N E`~~.•'~~ LINCOLN COUNTY PLAN AND SECTION
REV. N0. QESCRIP11pN DATE Q la PLOT TO DATE community South Cardi~a Florida REC~tO DWG. '•o~~l~.••,~~GIN~~~~.~~~`~~~ LINCOLN COUNTY, NORTH CAROLINA ON 24
REIASIONS 40417c01.pa_d a.dw9

ALUMINUM TROLLY 5.25" MIN. TO
REMOVE COVER i
S-SHAPED 1--BEAM
i SEE STRUC'R1RAL 2'-8't
DRAWING SX
6~-8" S-~IAPED 1-BEAM
TRACK WHEEL TROLLEY AS~IBI.Y

tipp /~~p
~W o ~ o s~
~~3~~
~r 1` ' , d
Z~~ ~ - ~
-~l~ MATCH MONORAIL CENTERIJNE 1'_s" NA'IH APPROVED PUMP ~ ~ r
LOW-HEADROOM TROLLEY HOIST SHALL BE 4000L8 INSTALLAl1N DISTANCES r ~ ~ - - - - ~ - - - - - - ~
STANDARD PUSH TYPE FURNISHED AND INSTAIlED BY CONTRACTOR. PROVIDE 'TROLLEY NA'tH WEA'iHER ELECTRIC HOIST -HOIST C ~ SEE N01E 1 10' CORD )1ST 'CONTROLER i' CORD MIN.
RESISTANT COA'~NG AND ALUMINUM SHAT METAL ~ ~
~ ~ COVER FOR RAIN SHIELD.
~ ~ ~
f

~ ~
~ (I I~ ~
~ 1
~ =--J i
~ I' ~ ,s-aM
F=- ~ ~ 1. HOIST SHALT. BE SINGLE REEVED WITH MIN. 2 TON CAPACITY.
2 HOIST SHALL HAVE AN 8 FOOT PER MINUTE UFTiNG SPEED.
i ~ 3. HOIST SHALL HAVE RIgU LUG MOUNTED TROLLE~f
~ ~I I~ ~ ~ 4. CHAIN CONTAINER SHA41 BE PROVIDED.
48" ALUMINUM TROLLY I I I ~
COVER (3'LX2'WX2'H) ~ I ~ _ _ _ _ _ i ~ ~
~ _,ELECTRIC CHAIN HOIST
~ f ~ NT5
L -1 - - - I - - - - ~
3'-0" 7 1/2" 8'-0" 7 1/2"
3'~' pa FOR HY POWER 3'X3' ENCLOSURE
FOR HYDRAULIC POWER PACK A
PUMP LIFTING MONORAIL DETAIL QVERHEAD MONQRAIL .DETAIL I I
SEE S'tRUC'NRAL DRAWING SX SCALE 3/9" = 1'-0" SEE STRUCTURAL DRAWING SX I I
SCALE 3/8" ~ 1'-0" ~I
u i.
I ~
I ~
I ~
~4r
STOPS
S 4~. m

10' FLEXIBLE HYDRAULIC HOSE W/ QUIgC CONNECT
SUPPIJED BY OWNER
KB KB 3'X3' ENCL~URE
W8x18.
s O 2-~" SCH 80 STAINLESS S1EEL 4 _ ~ PIPE W/ QUICK CONNECTS AT Hm~?uuc Powaz HYDRAULIC POWER PACK CONTROL PAD -PLAN.
EACH END BY CONTRACTOR AqC SUPPLIED BY NOT TO SALE
M OWNQt
d CONTRACTOR TO INSTALL
~ii . ~ q : ~ . 4 ~i ANO SEAL 8"CI1A5E • T
.a ~ 371ES412" ~ ems ~o~~r ac.
~ ~ ~ ~ c MAX EACH WAY '(TYP.)
c~ ~ ~ . .a a 1'-3"
~ 3~4• • ANCHOR B Y ~ :hIOR BOLTS ( F.F.E.=805.7 F F E=805.75f F.F.E~80S.75t gtADE • • T cwnADE Eeos.3ft
4 ~ . ~ 4 ~4
Q .1 ~ I~~ . ~ 1 12~ ~ ` '
Q ~ ~a fO 8' MIN. CRUSHER-RUN g
d a. d ~ ( e r STONE CONTRACTOR TO ADJUST GRADE AROUND PAD W/ OFF
~ . 10' HYDRAULIC HOSE (2) ~4 BARS TYP. g• 8" ATE FILL MATERIAL TO
TO gtINDER SUPPU BY OWNER ADJUST PAD ELEVA710N AND
r '~a , . PROVIDE MAXIMUM 4: i SLOPE ON ALL SIDES AWAY FROM
O 12 3~_0~ 4 - ~S T COtV'tRACTbR TO PROVIDE PAD.
PIPE SUPPORT AT WEIi.L
AND AT 7ERMINA'~ON POINT a
W8xt5 A _ qFr.TlON
KB NOT TO SCALE NOTE: LOCATE INSIDE TERMINA710N a _ NOT TO SCALE
POINT NEAR HATCH FOR EASY
z STOPS ~~t ACCESS BY OPERATOR.

~ ~ ~ 1
z MONORAIL ~STEEL_ PLA NOT TO SCALE
NOT TO SCALE
R ~ ~
n: ~
~i~~
' -awe,°,~~ ~+ARQ~~Ai~~i_ 1
PROJECT MANAGER DRANANG SCALE 616 COLONNADE DRIVE RELEMW rUK UA IL +.•'p`r,.•'`ES31 py'• .,'9 INDUSTRIA
jV W 1.1 ~ DRAWN BY PROJECT DATE TRIAL PARK WASTEWATER IMPROVEMENTS . DETAIL 20.
vw CHARLOTTE. NC 28205 APPROVALS q _ [phone] NNW FOR HOIST & MONORAIL D LINCOLN COUNTY
APPROVED BY PROJECT NUMBER REV. N0. DESCRIPTION DA'L'E BIDDING st 2 - Office Locations: • ~ e
DICKSON $$02. :~i ~N~~~.•'~cc,~~: North Carolina Georgia CONSTRUCTION ~•~T~ 1 ommunity Infrastructure consultants 244
Fl LE NAME ~DA~IE~~- COTRIU~I REVISIONS 40417c0lpsd Is.dw South Carding Flodda RECORD DYE`. LINCOLN COUNTY, NORTH CAROLINA Man"

}
~8~ MAX.. 8~ X ~ 2~ TH~~`K A
FIBERGL 120" WET 3ERGLASS FORM
GENERAL NOTES
S' X 1~Z" STEEL - WET WELL W/ FIBERGLASS AND PRE CAST CONCRETE TOP 5L01
PLA1E STRAP ~o`~ ` MANHOLE 8AS'E S'EC't10N ~ AND FIBER FIBERGLASS BOTTOM W/ FLANGES AS SHOWN 1. THE ENGINEER HAS MADE ALL SAL DRAWING unu~nES. IT IS THE CONTRALT LOCATIONS OF Af..L UTILITIES PR 6" CONCRETE FORMED AND CONFLICTS. ANY OAMAGE TO U ALL POSSIBLE ATTEMPTS TO LOCATE EXISTING
~r NEOPRENE 800t-- - Bhp , ~ ~ ~ ~ TYPICAL D r'~: TRACTOR'S RESPONSIBILITY TO FIELD--VERIFY THE
ES PRIOR 70 CONSTRUC11ON AND TO NOTE ANY
_ GROUT AROUNO PIPE-TO r 6" CO BE FLUSH WIlH INSIDE ~ ~ POU fACE OF BASE SEC110N ~ . , ~1 POU ED INSIDE WET WELL IS THE RESPONSIBLITY OF THE THE CONTRACTOR'S EXPENSE. 1-8010-fi32-4949. TO UTILITIES INCURRED DURING CONSTRUCTION
THE CONTRACTOR AND IS TO BE REPAIRED AT
4SE. NC ONE CALL TELEPHONE NUMBER IS
~~3~~ 3 ~ A cRAwnr 3" MqX, 1NVAN~'HROLE ' ~ ~
2. MINIMUM SEPARATION DISTANCE --FIBERGLASS FORM (TYP. OF 4) A. WATER LINES - 18" VE ANCHOR BOL S DANCES FOR SANITARY SEWER LINES FROM,
~ PIPE CARRIER gyp 3 /4'4 x 4" BOLTS ~ ~ ,Q,, ' ~ ' ' : :Q; • . ~ FI PIPE CLRMP ' ! ~ ~ ~ FOR CONCRETE FOUNDATION FOR dOTES: PLAN
~ S E OF~SPIDER lYPICA~I 18" VERTICAL OR 10' HORIZONTAL
10" COI~ITINLiOUS ~ wa.n-eons
SIDES, TYP. STEEL CASING 10` x 4" x 1 /Y THICK FOR PUMPS ~TYP.} PRE B. STORM SEWERS - 12" CAST CONCRETE TOP 12" VERTICAL r
a PIPE-SEE PLANS S1EEL PLATE SHpE W/ A ANCHOR BOLTS GROUT AND SEAL 3. D.I.P. WITH MECHANICAL JOINT FOR BASE {TYP.~ RATION DISTANCES BETWEEN TH GRAVEL OR STORM SEWER CANNOT BE THAT .FULL SECTIONS OF PIPE A AND EXTEND A DISTANCE OF 10 CROSSING.
FOR SIZE ENDS BENT UP 1 2" DINT ENDS MAY BE SUBSTITUTED WHERE SEPA-
EN THE SANITARY SEWER LINE AND WATER LINE r BE MAINTAINED. PIPE MUST BE LAID SUCH
CASING .SECTION A-A END .ELEVATION PIPE ARE CENTERED ON THE CROSSING POINT
~ 1. MATERIAL S'PECIFlCAl10NS: NEOPRENE BOOT - AS1M C-9?.~; PIPE OF 10 ON EACH SIDE OF THE POINT OF
NOTE: ENTIRE SPIDER . ASS~iBLY TO BE BITUMINOUS-COATED AFTER FABRICATION. CLAMP do EXPANSION CLAMP - STAINt.ESS STEEL. AS'tM C-923.
2• TWO PIPE CLAMPS REQUIRED FOR PIPE O D.'S 15" AND LARGER.
/ ~ _ 4. DISTANCES NOTED ON PLANS A 1" 3" ~ MANHOLES. ?NS ARE FROM CENTERLINE TO CENTERLINE OF
STEEL SPIDER D TAu
NOT T+0 SCALE __STANDARD MANHOLE BOOT ~aERC~ASS DANCE #406"0/C, T&B 5. ALL MANHOLE RIM ELEVATIONS #4 T1ES A 12" N COVERS "FLUSH", OR SLIGHTLY ING GRADE SHOULD BE SLOPED IONS ARE APPROXIMATE. MAKE MANHOLE
W5014 NOT TO SCALE HTLY ABOVE FINISH GRADE. THE SURROUNDr-
SL005 .OPED GENTLY AWAY FROM THE COVER TO
~ RROVIDE POSITIVE SURFACE DRA M THIS MUST 8E PROVIDED ON A 12" GRAVEL PLANS OR DIRECTED BY TFiE EN - 6. SEWER SERVICE LATERALS ARE ~E DRAINAGE AWAY FROM THE MANHOLE COVER.
• • • . • • aN ALL INSTALLATIONS UNLESS NOTED ON THE
• • • • HE ENGINEER.
o TRENt~'1 WfD~H 120p
a ~ ~ ~ ~ COMPACTED BACKFlLL TRACTOR SHALL COORDINATE Fl ~ ~ ~ ~ ~ ~ TO BEST SERVE THE PROPERTY. ARE SHOWN AT ANTICIPATED LOCATIONS. CON-- ?TE FINAL LOCATIONS WITH PROPERTY OWNERS
PRE CAST MANHOLE ~ ~ Z5 'ERTY.
~:n ~ ~ coNC~ ea~cH Y~~ Zo 20"
7. PAVEMENT PAtCHING AND RESU FIELD CUT AND SEAL F18ERGLASS TOP DAYS. AFTER COMPLE114N OF TH AT ALL OPENINGS W/MANUFACTURER CAN 8E MAINTAINED 11VITH TEMP ~LL MOUNTED SEWAGE GRIND RECOMMENDED SEALANT STONE UN~1L PERMANENT PATCH RESURFACING MUST BE COMPLETED WITHIN 5
~~t~i'~ % /j. OF TRENCHING ACTIVITIES. SMALL PATCH AREAS
U ~ TEMPORARY PAVEMENT PATCHING OR CABC
4 12 ~ ~ 22•.3" 12 INFLUENT WALL. M ~ ~ e„ APPROX INIMUM MINIMUM j~ ~ FlLLET ( PATCHING. IS COMPLETE.
'PROX. WEIGHT 500LBS. DETAIL A a. N.C.D.O.T. CLASS I RIP RAP SHA lET (TYP.) ON CREEK BANKS AND F~KTENDI THE TOP OF RIP RAP PLACED S 3ERGLASS SOLID BOTTOM BANKS; WIDTH OF RIP RAP SH TH FLANGE MINIMUM 10' OR AS PER PLANS. P SHALL BE PLACED AT ALL CREEK CROSSINGS
•a ~•a• .:e• ~W d . TENDING DOWN TO THE CREEK WATER LINE.
0ED SH ALL BE FLUSH WITH THE TOP OF EXI STI N G
m ~ ~ NE ~ FIBERG U~ % ~i~ w~-M ~a~ \ ~ » ?P SHALL EQUAL WIDTH OF DISTURBED AREA OR
'LANS. SEE PLANS FOR RIP RAP THICKNESS.
~a STANDARD. MANHO_L~CHANNE & BENC
3 MIN. 30 9. FENCE REMOVAL AND REPLACEM WET WELL SHALL HAVE A MINIMUM OF REQUIRING FENCE REMOVAL SHA 6" OF CUNCRETE ABOVE AND BELOW ONLY TO THE EXTENT REQUIRED .ACEMENT: AREAS SHOWN ON THE PLANS
~ FIBERGLASS MIN. L SHALL BE PERFORMED BY THE CONTRACTOR U I RED FOR SAFE CONSTRUCTION OF THE SEWER
NOT TO SCALE /%/i~~, ~/i~//i~//i~/~~/~ FLANGE THE FlBERGLASS FLANGE LINE. THE FENCE SHALL BE CA FOR REPLACEMENT AFTER CONS WILL BE RESPONSIBLE FOR PROP FENCE LINE. ANY MISALIGNMEN 6" STONE BASE (MIN.) SHALL BE REPAIRED AT THE C0 SHALL 8E RESPONSIBLE TO NOT 3E CAREFULLY REMOVED AND SAFELY STORED
- ~ . e ' CONSTRUCTION AS COMPLETE. THE CONTRACTOR
80TTOM OF IXCAVATION ` • • . PROPER REALIGNMENT OF THE RESTORED
(SEE NOTE 3 BELOVI~ ~ ' ~ ~ ~ - ~ ~ , . s ; ' ~ DOTES: NMENT OR DAMAGE TO THE RESTORED FENCE
NOTE iE CONTRACTOR'S EXPENSE. THE CONTRACTOR
- - - - - - - - - SECTION NOTE ANY DAMAGE TO THE FENCE PRIOR TO
1. tlAGK Fl ECCENTRIC FERNCO ECCENTRIC COUPUNQ THROUt 8US'FIING FOR CONNECTING PIPES OF UNDER UNEQUAL DIAME?ER. ~2 2 STONE MAINTAIN APPROVED EQUAL rAGK FlLL TD 857f of MAXIMUM DENSITY WHERE EXCAVATIONS CUT VVNJ IKU~i IIVN m ih nutcwA it SHALL IDENTIFY THE SAME TO T JS 1/2" DIA: ANCHOR BOLT x ~ 7" ~oN~- GRAV~~~EWER NQTES UA I t PHOTOGRAPHS OR OTHER EVIDENCE AND
lND~EUR ORPADJ~A~IT TO 3BRUC'NR~A~ ~D SIDEWALKS. Iwo PUMP STATION TO THE ENGINEER PRIOR TO CONSTRUCTION.
iTONE TO BE SIZE 1/2' To t-t/Y. wEU. Ti4MPED. NOT TO SCALE
CONTINUOUS 3. STONE I FLOW UNE ~ 4. HAND S PVC OR ow DUCTILE IRON PIPE ~D ABS PIPE 5. PROVIDE iTONE IS REQUIRED TO 6" BELOW PIPE WHERE WET CONDI71oNis (SEE SHEET N0. 19 FOR ELEVATIONS
!R g~S IS ENCOUNTERED. ONLY AS DIRECTED. AND GENERAL PUMP STATION DETAILS) ~i~s)
IAND SHAPE 'TRENCH BOTTOM FOR LOWER QUADRANT OF PIPE 1. DISTANCES NOTED ON PLANS A MANHOLES. DNS ARE FROM CENTERLINE TO CENTERLINE OF
?ND BELLS.
'ROVIDE MINIMUM 3'-0" COVER OVER PIPE. FIBERGLASS FLANGE 2, ALL MANHOLE RIM ELEVATIONS COVERS "FLUSH". OR SLIGHTLY SURROUNDING GRADE SHOULD 8 COVER TO PROVIDE POSITIVE SU MANHOLE COVER. THIS MUST 8 UNLESS NOTED ON PLANS OR D 3. SEWER SERVICE LATERAi.S ARE
IONS ARE APPROXIMATE. MAKE MANHOLE
HTLY ABOVE FINISH GRADE. THE
STANDARD FORCE MAIN 1ULD BE SLOPED GENTLY AWAY FROM THE VE SURFACE DRAINAGE AWAY FROM THE
UST BE PROVIDED ON ALL INSTALLATIONS
S SECTION OR DIRECTED BY- THE ENGINEER.
ARE SHOWN AT AN Ti CI PATED LOCATIONS.
AGGREGp?7E STONE FERNCO-1056 SERIES W/ BEDDING. MIN. 8" STAINLESS S'1EEL CLAMpS ea.~ CONTRACTOR SHALL COORDINAT 1 /2" ANCHOR BOLT DETAIL OWNERS TO BEST SERVE THE P NOT TO SCALD DINATE FINAL LOCATIONS WITH PROPERTY
T~ de SIDES. 6~ AND SHEAR RINGS. OR ME PROPERTY.
80TTOAA, TYPICAL APPROVED EQUAL C 6 C P~ ~ DUCTILE IRON PIPE
CONTRACTOR SHALL USE A MINIMUM
6" FIBERGLASS FORM INSIDE WET WELL, POUR 6" CQNCRETE BASE TO ANCHOR PUMP BASE ELBOW ~ FORCE MAIN NOTES
ABS PIPE $o 1. MINIMIZE LOCALIZED HIGH SPOT MI41N ON A UNIFORM GRADE WHI SPOTS 1N THE LINE BY PLACING THE FORCE
a~ )E WHILE OBSERVING THE MINIMUM COVER
d f DEPTHS AND SEPARATIONS NOT 2. A MINIMUM 12" VERTICAL SEPAR BETWEEN ALL FORCE MAIN SEW EDGE TO EOGE). 5 NOTED.
m
~ E~vanoN t M~ SEPARATION DISTANCE MUST BE MAINTAINED SEWERS AND STORM SEWERS (MEASURED
NOTE: SEE STANDARD SEWER UNE 7RENgi DETAIL FOR p~pE BEDDING BEYOND COUPLING. ANCHOR BOLTS FOR PUMP ..SHALL EXTEND 1NT0 SUB-BASE 3. A MINIMUM 18" VERTICAL SEPAR BETWEEN ALL FORCE MAIN SEWS SEPARATION DISTANCE MUST BE MAINTAINED
SEWERS AND WATER LINES (MEASURED
#4 BARS O 12" O.G. EA. WAY 3-~4 BARS EDGE TO EDGE).
STANDARD SEWER_ LINE C UPI~~~ G WET WELL SHALL HAVE A MINIMUM OF
OT TO SC - 6" OF CONCRETE ABOVE ANA BELOW ~i` 4~ FlTII GS RAND BENDS.R RESTRAI 'LA(~ CONgtETE ;STRAINED JOINTS ARE REQUIRED AT ALL
' ~ ` THE FlBERGLASS FLANGE ~ ~
~i,~` z
?RENCFI WALL jN
r BARS O 12" 0/C EA. WAY
FC.~~ pp, PLACE SOIL STOCKPILE ON UPSLOPE/ UPSTREAM SIDE OF TRENCH SECTION A- '~%~~i~~~\~ ~ III-1 I
MINIMUM S" STONE BASE pouREO iN Puu~ A- A PIPE O.D. {SIDES NEXT TO TH .ALE TO TRENCH NOT FORMED)
i,~j,~ -1) I NOT TO SCALE
12'MIN.
`~~~~~i~\ ~ FtoW
.NOTE:
~ ~ FORMS NOT REQUIRED BE ~ NOTE AGAINST SHAPE BANKS 1 'CONCRETE PLACED ~1 ~r tED BELOW SPRING IJNE. CONCRETE MAY BE PLACED
z tANKS IN LIEU OF F~2MS.
\j
i ~M
UNDISTURBED SOIL AS
DETERMINED BY ENGINEER.
~ m TYPICAL TRENCH EXCAVATI~ STOCKPILE GONGRETE SEEPAGE NOt TO SCALE GE COLLAR
~ ~ NOT TO SCALE wsoo4
s~ozo.dwy
~i o ~E
PROJECT MANAGER ORANANG SCALE 616 COLONNADE DRIVE RELE FOR DATEA C
r III W 1.1 DRAWN BY PROJECT DATE HAR 704)9 334-5348 APPROVALS 0y~-, I N D U S TR I A 81DDING 5- I I RIAL PARK WASTEWATER IMPROVEMENTS
vw
APPROVED BY PROJECT NUMBER Pd) E ~d ~ ~ • DICKSON Office LMMAIMIU: = • FOR SANITARY SEWER D-ET/ 21
DESCRIPTION DATE ~ NAME PLOT one r~ Community ~mtmity inlFasfrUCtliro consultants North Carolina Georgia ~t coo 0 LINCOLN COUNTY' ETAILS
REVISIONS lal 7c.detall 9 p~~ r South Carding Florida RECORD DWG, 9 NGIN~ ~
LINCOLN COUNTY, NORTH CAROUNA 24

LAYING LENGTH VARIES ~ ~ ~ q 2•
a~'~ SEE NOTE 18" TO 48" IN S" INCREMENTS
~ ~N r TqR o ~ o k ~ a ANCHOR VALVE TO MANHOLE
y ~ a~'~ ~ WALL NTH STAINLESS STEEL
. ~ oErN~ •c-c' J ~ ~ ~ R ~ o ~ L 1 1/2 "x1 1 /2"x1 /4" AND
Z X 0 3/8" SS EXPANSION BOLTS
~ s F' E ~ TOP OF LAVER OaW ( ~ I WU~~~ C1~ I s ( N~ AND WASHERS
- mz~~i~ :F ~ o e I ~ ~ z o~~i'~ M~mc~aN~$z~ ~ ~
~ ~/2" Q~cy o I :r ° I z'~ ~a! ~ ~ ~ M ~ ~ O Z ~ ~ ~ ~a ~ 0 ~ ~ 4' DIA., PRECAST FLAT TOP MANHOLE
~~a~ W BOTTOM OF COVER ~ 2• I ~ ~ i 8 Z ~ < p ~ ~a! O ~ ~O O ~ 8 W W ~a1 t~ ~ N
~~3~~ / ~W~~~ ' t" ~ ~ o a~ z q N m ~ Q t_ ~ ' m W QUICK DISCONNECT
Lr m M = D~ J 2 ~a J m m U) COUPLING
~ ~ z a -y _ L ~ Q ~ ~Om~ ~3~QW°~~a't~~ Q ~ a~
~ c~i~w~~W ~ja W~a,~ "~~~4~i ~ ~o " SHUT OFF VALVE
W~U d°z ~vai W°4pde%°d`~<~d' ~ ~ ZF- QUICK DISCONNECT
°z az~~ ~ ~ U COUPLING
2-1 1 4 ~t~ ~ ~ ~ ~ ~ ~ F m z z ~ o > ~ ~ ~ b SEWAGE AIR RELEASE 6' BACKFLUSH
~ 3~4» 1'-11 3 4" ~ 1'-11 1 2" o ~O g`~ ~~a U~ ~m ~ ~ ~ ~ ~ ~ ~ ~ ~ a W - ~ c~ ? ~ ~ VALVE OR AtR/VACUUM ~J ~$a ~ac~°-~z~o mod' t~ HOSE
~oZk~~~~ ~~~~F~$~~ RELEASE VALVE, 1 " BLOW--OFF
r ~ ~ m \ .o o , ~ ` Zz o~ z~'~~~~z~~~~'~~~z°'~~'N°~~~x N SEENOTE5
~x~ o~ 2 SHUT OFF VALVE 2" TAP IN FLANGE
~ 2-1 / 1 ~2» -3 4-3/4" 7-1 /2 ~ ~ ~ N~ r N M ~ ~Q tC I~ QO 12" x 12" x6" TEE
3-3 w `.t ~ ~ m 2 6" DIA. DRAIN
c ~L 1'-10 ~ 8" ~2w - t Z N d' ~ ~i HOLES IN MANHOLE ~ z'~' ~ BASE 12" D.I.P. FORCE MAIN
1. ALL CASTINGS TO 8E FREE FROM SAND HOLES m ~
AND NO P~UCGING WILL BE ALLOWED. 4-3 2'-1" ~ s Z V W U~ ~~///yyy~
2. CAST W17H 'THE USE OF ALUMINUM PATTERNS. 2'-9 1 4" 3. CASTING TO 8E PAIN?EO WHILE HOT WITH
COAL TAR. w ~ ~y d ~ ~7d I TRANSII~ON
4. SUGWT GRAFT ALLOWED ON STRAIGHT FACES. COUPLING N COMPACTED
5. COVERS SHALL HAVE TWO - 1° OIAME7ER HOLES. ~sr (IF REtt'D) NO. 57
WATERTIGHT COVERS SFIALL, gE SOUD WITH RUBBER GASKET SEAL AND UF71NG BARS. W ~ STONE
6. STANDARD LETTERS UNLESS OTHERWISE SPEgFlED. sr Q $ .
7. APPROXIMATE WEIGHT c~ g ~ ~ Z ~ 5 $ NOTES
OF FRAME - 190 LBS. N 1. INSTALL FORCE MAIN AT DEPTH TO SUI v. TO SUIT MANHOLE.
APPROXIMATE WEIGHT m ~m ~ ~~r~ z Fa"~~i F~ z F ~ ~ ~ ~p W m O Z~ Q p?
OF COVER - 120 LBS. APPROXIMATE WEIGHT 2. VERIFY MANHOLE DEPTH REQUIRED 1MT . e•• e .D WITH VALVE MANUFACTURER.
~ TOTAL - 310 LLBS. ~ ~ ~ 3 ~ ~ ~ ~ k~ o ~ ~ 3. FORCE MAIN PIPE de FlTTiNGS SHALL B ~ ' 4. BOAT INTERIOR OF MANHOLE AND ALL IALL BE D.I.P. WITHIN MANHOLE.
8. COVERS giALL BE USF869 RING AND KL COVER OR EQUAL o ~b~ dim o ~nU~ ~~y~~ ~ _y ~tzn ~o0
N?ATER11GH1' COVERS SHALL BE USF710 RING AND DPSSG ~W ~ ~ Z~~ 4!~ Vl~~ ~ q O 1-W~ 1-Z D ALL PIPING WITH COAL TAR
DOVER OR EQUAL r~(a EPOXY, 21 MIL DRY FlLM THICKNESS ( Z Q 5. SEWAGE AIR RELEASE VALVE SHALL BE ESS (MIN.)
9. WHEN THE MANHOLE IS EXPOSED TO ROAD TRAFFlC. ALL BE CRISPIN, MODEL SL 20B OR EQUAL
THE TOP OF THE FRAME IS TO BE FLUSH WITW ~3 ~z ~ ~ N ~ ~ m ~ie~ ~ ~ ~ ~ ~ ~ OR EQUAL
THE GROUND. AT ?HE OTtIER LOCATIONS IT SHALL BE 9" ABOVE THE GROUND. ~ ~Z~ ~m ~ Z~ ~ ~ ~ n ~ N N ~ 6. SEWAGE AIR/VACUUM VALVE SMALL BE kLL BE CRISPIN MODEL US 20B
10. RIMS ANO COVERS TO BE (~2AY CAST IRON COMPLYING TO ~ ~ OR EQUAL.
ASTM A48, CLASS 30 IRON. ~ ~ W~~ o ~ x x~~ a~ b~ o 0 p W ~r Z ~~Mro
11. MANHOLES COVERS SHALL BE HEAVY DUTY AND RATED FOR H-20 m~ Z ~(7f~ i0~ 4~~ ~M(n~ZW~ ~O ~~~Q
H-20 TRAFFlC LOADS. t~ 17 d' IA tC 1~ OD Q1 O r
DATE: 2~15~06 STANDARD d ETAI L oEPARn~+~T of o BY: PUBLIC WORKS o",~: 2i,5ios STANDARD DETAIL DEPARTMENT OF oA~: 2i,5~o6
BY: PUBUC WORKS DRAWN BY: STANDARD DETAIL D°P~~~r of °"~:2i,5i°6 STANDARD DET PUBLIC WORKS DRAWN BY: DEPARTMENT OF
5~,~: N.r.s. CAST IRON FRAME AND COVER uNCOUV couNnr, N.c. S FOR MANHOLE No SS-1 scn~: N.T.S. UNCOW COUNTY, N.C. sc~~: N.T.S. DETAIL PUBLIC WORKS
PRE CAST CONCRETE MANH4JLE ~,~E S~_~ uNCOw couN~r~r, N.c. N.~.s. FORCE MAIN AIR REL VENTED MANHOLE F~~ F _ _ _ ASR /vort ~i Q~i ~e RELEASE LINCOLN COUNTY, N.C.
Ll 171 17 a 417
• vv ~ N0. FILE
MANHO o ~ WHOLE No. SS-5(ALT.)
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~ o~h2/15/OB STANDARD DETAIL pu6uC wo s IXiNMN BT: OPA a ~ G sue: N.rs. STANDARD BEDDING DETAILS FOR UNCOW CWN7Y, N.C.
Dn~: 2/15/06
STANDARD DETAIL DEPARTMENT OF oa,~: 2/~ s/os °R"~ eY: PUBLIC WORKS DRANT! BY: STANDARD DETAIL o~ARn~~"T of °A~:2i'5i°6 STANDARD DETA PUBLIC WORKS DRAWN BY:
5~~: N.T.s. STANDARD BEDDING DETAIL FOR PVC uwcoi.N couNnr, N.c. S~,?~: N.-r.s. DETAIL DEPARTMENT OF PUBLIC WORKS
~i ~ ~ ~ SANITARY SEWER NoE SS-6 SANIT~4RY SEWER uNCOU~ couNrr, N.c. 5~~: N.T.s. SANITARY SEWER :WER uNCOw couNnr, N.C.
SANITARY SEWER PIPE No SS-7 LATERAL CONNECTION FILE LATERAL CONNECTI0 TO EXISTING MAIN. No. SS-B TO EXISTING MANHO ECTION FILE
NHOLE No. SS-9
- PROJECT MANAGER DRAN7NG SCALE • FOR DATE ' CAR01"616 COLONNADE DRIVE . / ~,i
1dLW 1.1
DRAWN BY PROJECT DATE P 1~I~~ CHARLOTTE. NC 28205 gppROVALS .+'~~tSS1Oy'•q~, INDUSTRIAL (704) 334-534$ ZPARK WASTEWATER IMPROVEMENTS."
APPROVED BY PROJECT NUMBER ~ TEXT REVISIONS 6.6 05 FOR STANDARD DETAILS 22w
REV. N0. DESCRIP110N DATE FlLE NAME P~or~ n~ r~ community DIGKSUN BIDDING Office Locations: 5-11- aT CONSTRUCTION p2 munity infrastructure consultants North Carolina Georgia a s ~ ~~d / 02 ~ c LINCOLN COUNTY ILS
REVISIONS 40417c1_detatla, wg South Carolina Florida '.9 ti F ~Q Q RECORD DYVG. ^,,'9l NGIN~ a
LINCOLN COUNTY, NORTH CAROLINA, 24

CLASS A STONE
1 FT HEIGHT. 1 FT. BEY~VD EOGES TEMPORARY SEEDING -LATE WINTER~EARL ECO1pA :ARLY SPRING
STEEI. POST g~pNE~WNp ED ~ STORAGE
36' ABOVE GRADE (MAX.) AREA Seeding Mixture
Species Rate (Ib/ac Rye (grain) 120 (lb/ccre),
~ L~ 20
~8 Annucl lespedeza (Kobe in Piedmont 50 so
~ ' and Coastal Piain, Korean in Mountains)
sum PosT ~ Omit annucl lespadezc when duration of temporflry cover is not
~ beyond June. Is not to extend
q _ q ~ R
~~3~~ ¢ ~ FILTER FABRIC R~P% Seeding dates ~ Mountains -Above 2500 ft: Feb. 15-May 15
; f 36 MIN. WIDTH Qv~~G~ i Below 2500 ft: Feb. 1-May 1
COARSE AGGREGATE- Piedmont -Jan. 1-May 1
STONE SIZE = 2'-3" Coastal Plain - Dec.1-Apr. 15
CATCH BASIN ~ Soii amendments Fellow recommendations of soil tests or apply 2,000 Ib/acre gr ? limestone and 750 Ib/ocre 10-10-10 fertilizer.
PLAN / tra ground agricultural
~ ~ ~ ~ ~ C(~IPACTED S01
SILT FENCE = Mulch t° Apply 4,000 Ib jacre strew. Anchor straw by tacking with aspha
Z ~ N0. 5 WASHED mulch anchoring. tool. A disk with blades set neaNy straight ca a mulch anchoring tool. asphalt, netting or a Ight can be used as
N 4 f~' Il,.r'' 10' 2 ~ r a~~~ N e FlLTER STONE
~~N Maintenance
a ~ ~Fl.OW Refertilize if growth is not fully adequate. Reseed. roferttlize an J~~~ Q~ medtotely fopowing erosion or other damage. Iize aid mulch Im- '
~ ~ ~ j~~~ i 10 FT. MAX. SPACING MATH WIRE SUPPORT FENCE N ~ ~
PERMANENT SEE I~NG SCHEDULE - MIXTI ECOt OH U#5M
Z~7 ' _ T PONDING HEIGHT
~ N 3 ~-4 ~ ' • ANCHOR FABRIC MESH
IN 6" OF N0. 5
9" MAX NOTES: (RECOMMENDED) m RUNOFF WASHED STQNE SEEDING MIXTURE
1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE STORAGE HEIGH r,;~,:;~~,~,Y;. ~ TEMP~f~ARY ,GRAV SECTION A-A~, RATE (LB/ACRE)
SEDIMENT WHEN DEPOSITS REACH 30R OF FENCE HEIGHT. . GAVEL CONSTRUCTION ENTRANCE sP~crEs NOT TO SCALE TALL FESCUE (KY-31 OR A 50:50 BLEND 200-250
2. REMOVED SEDIMENT SHALL B~ DEPOSITED TO AIJ AREA 'CHAT WILL NOT N E~^ OF TWO TURF-TYPE TALL FESCUES)
CON7R~BUTE SEDIMENT OFF-SITE AND CAN 8E PERMANENTLY STABILIZED.
3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING ' _ = (I = _ 18~ 50:50 MIX OF TWO IMPROVED BLUGRASS 25-50
~~~CY ~ 1=II NOTES: 2~~~ VARIETIES 1 To
1. SEDIMENT SHALL BE REMOVED -AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN 200' FL.A?GMAN
ESIdV DRAINAGE ARE WpR LENGTH (L) ~ - - THE SEDIMENT HAS ACCUMULATED TO 1 /2 THE DESIGN DEPTH OF THE TRAP. REMOVED SEEDING DATES
TYPE (APPROX.) MIN. ago I ~ I I- SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT °~D BEST POSSIBLE a~sntucn 50'. 'tYp. BELdW 2500 FT: AUG. 15-SEPT. 1 JULY ~5- MAR. 1-APR. 1 MAR. 1-M ABOVE 2500 FT: JULY 25-AUG. 15 JULY 15- 60"X 24" MAR. 20-APR. ZO MAR. S-M ~q~C ~ucnoN IC S01L AMENDMENTS iIBLE
WILL NOT ERODE. ROADWAY 25-SEPT. 15
1 1 ACRE 4.0 FT . ~ ......----r- 2. 1NE STRUCTURE SHALL BE INSPECTED AF?ER EACH RAIN AND REPAIRS MADE AS NEEDED. 1-MAY 10
2 2 ACRES 6.0 FT 15-AUG. 30
3. 3. CONSTRUCTION OPERATIONS SHALL 8E CARRIED OUT IN SUCH A MANNER THAT EROSION 5-MAY 15
3 3 ACRES 8.0 ~ ROCK SECTION DETAIL AND WATER POLLUTION SHALL 8E MINIMIZED.
rn~cH w~n~ c~AVa 4 4 ACRES 10.0 FT Ro~u oNe uwE 4. 1HE SEDIMENT TRAP SHALL BE REMOVED ANO TWE AREA STABIUZEO WHEN THE REMAINING ~n~ CONES APPLY LIME AND FERTILIZER ACCORDING TO SOIL TES AGRICULTURAL LIMESTONE AND 1,50b L8/ACRE 10-10 MULCH
DRAINAGE AREA HAS BEEN PROPERLY STABWZED. TESTS, OR APPLY 4,000 LB/ACRE GROUND
5 5 ACRES 12.0 Ff -10-10 FERTILIZER.
TEMPORARY CATCH BASIN SEDIMENT TRAP APPLY 3.000-4,000 LB/ACRE GRAIN STRAW OR EQUIV T~ ~ MULCH. ANCHOR MULCH 8Y TACKING WITH ASPHALT, 500' 100' 1NORK AREA 200't AND WATERING. :QUIVALENT COVER OF ANOTHER SUITABLE
NOT TO SCALE ~ 500' ~ 500' E0005 ALT, ROVING OR NETTING OR BY ROLLING
SILT FENCE -WIRE ~c STONE REINFORCED QUTLET
NOT TO SCALE WARNING 1RNING SIGN SEQUENCE IN MAINTENANCE
OPPOSITE ~OSITE DIREC110N SAME AS REFERTIU~E ANNUALLY IN LATE WINTER AND AGAIN IN IN IN 7HE FALL. TURF-TYPE FFRT117FR IC
s OTE: ~~0~ ~O~ PREFERABLE BUT NOT ESSENiIA~. SEED, FERTILIZE AN
AND RESEED POOR STANDS WITH THE SAME MIXTURE I SIGNS TO BE A MINIMUM OF 36• . as' AND TO EROSION CONTROL -SEQUENCE OF CONS NtIZm WHEN USED AT NIGHT 1. SCHEDULE A PRECONSTRUCTION CONFERENCE ON-SI CONTROL INSPECTOR FROM THE MOORESVILLE REGION KE AND MULCH BARE SPOTS IMMEDIATELY
URE IN THE FALL,
ALL WARNING SIGN A A 8E REFLECTORIZED
:ONSTRUCTION NOTES
~N-SITE WITH THE EROSION
DIVERSION NOTES: :EGIONAL OFFICE OF THE
DITCH NORTH CAROLINA DEPARTMENT OF ENVIRONMENT. HE f CONSTRUCTION SIGNAGE LAYOUT RESOURCES (NCDEHNR), TELEPHONE NUMBER 704-6 NOT TO SCALE ENGINEER'S REPRESENTATIVE. T. HEALTH AND NATURAL
~ 1. THE TRAP SHALL 8E CLEANED - - ~ ~ ON--HIGHWAY C PLAN Rona 74-663-1699, AND THE
~ Y y ~ OUT WHENEVER THE SEDIMENT
REACHES 1/2 THE TOTAL 2. BEFORE INI71AilON OF CONSTRUCTION INSTALL EROSI SHOWN ON THE PLANS AND ANY REQUESTED BY THE
y~ ~ DEPTH OF THE TRAP. . :ROSION CONTROL MEASURES
~ ~ ~ ~ ~ yr ~y 2. W = 10'. L = 30'. RESULTING FROM 'tHE PRECONSTRUCTION MEEl1NG, C NEEDED TO INSTALL THE DEVICES. THE SILT CHECK Y THE NCDEHNR INSPECTOR
JG, CLEARING AREAS AS
Rpm BE INSTALLED AFTER THE 1RENCH BACKFlLL IS COMP BECK DAMS SHOWN ARE TO
~ ~ ~ cwws~ciar+ BE INSTALLED DAILY AS WORK PROGRESS. COMPLETED. THESE MUST
CONS7RUC710N CLASS I 48" x t8" CQISIRU ~~p
RIP-RAP 3. EROSION CONTROL DETAILS ARE SHOWN ON iH DRA 38" x 38" LOCATIONS ARE DEFINED IN THE PLAN VIEWS. DRAWINGS AND STRUCTURE
X57 STONE ,
ISOMETRIC VIEW SEDIMENT ~ ~ .yam-~"~`
STORAGE - - - - - - - ~ - - ~ - - 4. MAINTENANCE OF EROSION CONTROL DEVICES IS THE THE CONTRACTOR'S RE-
POOL ~ . SPONSIBILITY. AFTER EACH RAIN STORM 1HE DEVICE FOR DAMAGE AND REPAIRS MADE AS NEEDED. ANY ~EVICES SHALL BE INSPECTED
CARRY CLASS B STONE 1' 2' N.C.D.O.T. CLASS 8 i r IN~ PlP,E ,~--O1N ANY SILT ACCUMULATION
~ UP SIDES OF SPILLWAY IN MIN. EROSION CONTROL 10X10 MIN. ~ 8 3 OR MORE FEET SHALL BE REMOVED IMMEDIAiEDLY AND PROPERLY DI FROM EDGE OF !LY DISPOSED OF.
~ STONE 12 WORK AREA
N.C.O.O.T. N0. 57 WASHED ~1'ONE ON 2 DEPTH OFTM PA~~T 5. ANY EXCAVATION DEWATERING SHALL BE ROUTED iH ' MIN. 1000' MAX. 500' MIN. D THROUGH A FILTERING
UPSTREAM FACE SECTION A-A Sod' M1N. DEVICE, IE. SEDIMENTATION TRAP OR FlLiER BAG. G.
1 DITCH
W FLOW (5' MAX.) 6. EXCAVATED MATERIAL MAY BE TEMPORALLY STOCKPI TRENCH IN A SAFE MANOR IN ACCORDANCE WITH OS IF ALLOWED, EXCAVATED MATERIAL TEMPORARILY STO CONSTRUCTION SIGNAGE LAYOUT SHALL BE PI..ACED ON SCREENINGS. )CKPILED BESIDE THE
/ ROCK PILE INLET PROTECTION 'H OSHA REWLATIONS.
~li.~ll..~/~>~/~~~ NOT TO SCALE Y STOCKPILED ON ROADWAYS
vnRiES ~nTM EC014.DWG OFF-HIGHWAY SON
FILTER FABRIC MIN. DEPTH OF DITCH NOT TO SCALE
COMPACTED BERM ~bo 7. RESEED AND MULCH DISTURBED AREAS AS GRADING DING IS COMPLETED ALONG
SECTION B-8 FlLL SLOPE SEED & MULCH 2•_~» ALL CONSiRUCiION. ALL DISTURBED AREAS MUST B SLOPES WITHIN 15 WORKING DAYS BUT NOT MORE TH FOLLOWING COMPLETION OF ANY PHASE OF GRADING; IST BE VEGETATED ON EXPOSED
AFTER CONSTItUCT10N MIN. 2E THAN 30 CALENDAR DAYS,
ry~~ 2' MIN. N.C.D.O.T. CLASS B EROSION CONTROL III 2 STONE .DING; PERMANENT GROUND COVER
~ ~ ~ ~ ~ _ Fl.OW 12" MIN. 2 FOR ALL DISTURBED AREAS WITH 15 WORKING DAYS SAYS OR NO MORE THAN 90
CALENDAR DAYS FOLLOWING COMPLETION OF CONSTR THE CONTRACTOR SHALL Ui1LIZE THE SEEDING AND ON THE DRAWINGS AS FOLLOWS: NSTRUCTION OR DEVELOPMENT.
iND MULCHING SCHEDULES
i\\ N ~
A. WHERE THE WA1ER AND/OR SEWER LINE IS EXISi1NG DITCH LINE, THE PERMANENT SEEDI RA - iN D HANN HA i B aD LINERS (JUTE NET, 5'fRAW W/NET, FlBERGLA TILE FABRIC, ETC.) SHALL BE USED AS SHO AND AS DIRECTED BY 1HE ENGINEER, WHERE E IS LOCATED WITHIN AN
- FlLTER FABRIC SEEDING SCHEDULE FOR
SEED & MULCH CHANNEL AFTER DIGGING DITCH TEMPORARY CHANNEL
3' MIN. NATURAL GROUND UNE RGLAS,S ROVING, GEOTEX-
SHOWN ON THE PLANS
i i EXCEED 2 FT./SEC. VHERE CHANNEL VELOCITES
~ ~ SECTION A-A z
T~MP~RARY SILT .DIVERSION DITCH B. FOR ALL OTHER LOCATIONS THE PERMANENT ANENT SEEDING SCHEDULE
NOT TO SCALE ECOOBA MIXTURE ~2P SHALL BE USED.
-TEMPORARY ,SILT CHECK bAM 8. AFTER COMPLETE STABILIZATION OF DISTURBED AREA BY THE ENGINEER, REMOVE EROSION CONTROL DEVICE AREAS AND AS DIRECTED
~ NOt TO SCALE ~ E00038 iEVICES FROM THE SITE.

Moir
PROJECT MANAGER DRAWING SCALE u~w t ~ 616 COLONNADE DRIVE R FOR DAISC
DRAWN BY PROJECT DATE INDUSTRIAL 'IAL PARK WASTEWATER IMPROVEMENTS
APPROVED BY PROJECT NUMBER WK CHARLO 0o 3X5348 APPROVALS S Sao°•.9% 23.
r. 13 E NAME o` n~ community ODICKS~N BIDDING 5/1d 0 aQ ~ = Office Locations: FOR EROSION CONTROL DETA
[R! V.. NO. DESCRIPTION DATE FlL ~~w~Q7.~ ~ ~nunity infrastructure consultants North Carolina Georgia CONSTRUCTION LINCOLN COUNTY ETAIL'S
REVISIONS 4oa17cl_detcps. wg ~S;.•~~~~~c IN South Carding Florida RECORD DWG. '•,,~~lF;.,NG *Soo LINCOLN COUNTY, NORTH C 24
F 9Z

k
z

.ot .ot Z ~ ~ ~
~ X WASHED STONE
UNDISIIJRBED W ~ ~ ~
SOIL (1'YP.)
~
o. o ° ° ° O ° o O O
c Z ~ Q a zb~ 0 0 ,ooooo0 O O b
X p~ 1~ ~ o ~ 4 odo°o°o°o°o 0 °o°o°o°o°o°o°o 3.000 0620 o~oo0°
PLAN-SENDS PLAN-.TEES d Q I ~ I ~ ~ 3~ a O~p~O~O~O~O~O~ O~OQO~ODO~Oe ~0 0 -0~°o°°'boo° ~°0°oao°O °a° o 0
g O ( ~ p Q ' ' ~0~ p (!j O O O 6" BINDER TYPE "H" OR CA6C s1itEAM eANK o 0 0% 3000 000 00 0 Lo- 0, FA 0
~ ~ ~~3~ o o ° 00
o
~ ~ ~ 45 10w DIA. r'-'24" MIN., ~ 1 ~"~i do UP s ~I I ~ z~ ~ 2" TYPE 12
~ m ~ & LESS
o W ~ d 2" STONE i RIP RAP
o: ~ o. cv c EXIST. PAVEMENT~ ~5 < o~ ~ EXIST. BINDER ~1
_.1__" o
~ ~ 3 ~is EXIST. STONE ~~_~O O p° o p g p o o. o 0 0 o a p o o O O o 4 O p0 O QO d ~o~ o~ ~~O O°~ p
18" MIN.-1O" OIA. OR LESS ~PLgM 24" MIN.-12" DIA. OR GREATER D~ELEVATION
~2„ ~ ~2p
~ SECTION X-X PLAN & ELE~,TION (MIN.). ~ (MEN.)
~ SENDS & TEES PLUGS_ WASHED STONE
plp~ 90' BEND 45' BEND 22-1 /2' BEND 11-1 /4' BEND 'tEE PLUG CLAY BASE BACK FILL
~ i ~ ~ MATERIAL.
A B A 8 A B A 8 A 8 C D .o~ .o~ ~ ~ o o°o 0 0 0 0'~0 0~0 TAMP (EACH LAYER)
4" 18" 12" 10" 13" 7" 10" 7" 10" 12" 14" 13" 6' o TOP BANK ? o 0 0
6" 18" 12" 10" 13" 7" 10" 7" 10" 12" 14" 19" 9' ~ W Z W Z I ~ ' C
` COMP. 6" LAYER
8" 24" 18" 13" 18" 10" 12" 10' 12" 16" 18" 25" 11" RIP RAP
_ ~ ~ o ~ ~
10" 28" 22" 15" 22" 12" 15" 12" 15" 20" 22" 31" 14" i7S ~ W : 6 Z
12" 32" 28" 19" 28" 14" 18" 14" 18" 22" 28" 37" 17" o ~ I, ~ ~ ( ` QV ~Q F
~ Tl~ ~ ~ ~ ~ ~s 3 0 ~ z~
16" 54" 38" 30" 36" 18" 36" 18" 38" 36" 42" 54" 24" VARIABLE
2000 PSF SOIL (SAND do GRAVEL. WITH CLAY)
51ZE PIPE (FOR 2 YEAR 2 YEAR DESIGN STORK)
NOTES: o ~ Tj~ ~ ~ ~~ff ~
1. BASED ON 200 P51 STA11C PRESSURE PLUS AIMNA WATER HAMMER ALLOWANCE. • PIPE MAY BE LEF'?' OUT IF CROSSING TO B PIPE OPTIMAL, TO BE USED IF CROSSING To BE USED AS CHECK DAM,
2. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND. WING IN PLACE LONGER
3. THRUST BLOCKS TO 8E USED AT ALL UNES OPERAl1NG UNDER PRESSURE. Z~ 3 ~ ° a N ~ N THAN 12 MONTHS. TQ BE SIZED BY ~NgNE TEMPORARY STREAM ENGINEER.
4. KEEP ALL PIPING JOIN15 CLEAR OF CONCRETE 'THRUST BLOCKS. ~ ~ o~ o ~ ~ ~
EAM R
o
z
a • Z
°A,~:2i'Sio6 STANDARD DETAIL DEPARTMENT OF o~~: 2/i s/os DEPARTMENT OF one: 2/t 5/os STANDARD DETAIL °~'ARn~"E"T °F ~ ~ ,
BY: PUBLIC WORKS DRAWN 8Y: STANDARD DETAIL PUBLIC WORKS DRAWN BY: PUBLIC WORKS ~ ~ ~ ~
S~A~: N.TS. uNCOU~ couNnr, N.c. N.T.s. FERROUS MATERIALS AND JOINT uNCOU~ couNTY, N.c. 5~~: N.T.s. TYPICAL PAVEMENT REPAIR uNCOw couNnr, N.C. ~ ~ ~
THRUST BLOCKING DETAIL FILE REQUIREMENTS FOR WATER LINE NOE ~_2 FOR UTILITY CUT NOE WS-3 i~
No. WS-1 ___A_N__D_SEWER LINE CROSSINGS
ocl ~M9
~ N
S~~ 3~ ~~t~
PAVEMENT OR J
10
SHOULDER RR 1RACK ~ ~ W~~ J ~~m
5' BEYOND -SHOULDER
TOE OF ~ DITCH •~jldt" ~t[;~
SLOPE OR j.'~
EDGE OF PAVEMENT Z
z ~ ~ +!r
10'-0" MAXIMUM-6' FENCE I
M ~ M N 12'-0" MAXIMUM-4' & 8' FENCE 16'-0" MAXIMUM 'NIW
g -
----~.r. 3 STRANDS BARBED WIRE p ~a
O 6' O.G VERT. 3 STRANDS BARBED WIRE ~ 4~ ~NMB ~0 d01 z ~N= ~ 8
K-~-~t--~c--~ 00 v~
STEEL PIPE CARRIER - H Y I`.
SEE DETAIL CASING PIPE 'io H ~ m U
BELOW ~ _ \
TYPICAL PIPE..CROSSING muss ~ ~ ~
z TOP RAIL ~ .
CASING ~a ~~Z ~ o ~ ~ ~
UNE POST cHaN cA~ ~ z 8 s- ~ ~
COMMON ~ ~ FRIER PIPE CHAIN o UNK ~ UNK POST- ~
BRICK W/ MORTAR ~ m
Z ~ ~~T ~ D Z 9,0 lo.
U ~~J TENSION N GATE ~ Z S ~ a
WIRE FRAME ~ a v ~ ~ z W< LL.
Z
Z ~ . a Z J
8" MIN. ~ g" Q m
ao U) ~
FRONT VIEW SIDE VIEW CL
1 l•~. CONCRETE F0011NG. ' i ` ..>~.j'..'.
DETAIL u~' TYPICAL . v• ~ . u a~ W~ Z
NOTES: M M~ co
,a
1. STEEL ENCASEMENT PIPE SHALL CgNFORM TO ASTM A-139 WITH
WALL THICKNESS AND -GRADE AS DEFlNED IN THE SPECIFlCATIONS. ~~i
MINIMUM ALLOWABLE YIELD STRENGTH IS 35.000 PSI. 9i`~
2. CARRIER PIPE SHALL BE ADEQUATELY SUPPORTED THE ENTIRE 006
LENGTH WITHIN THE CA~NG BY USING "S'PIOER" STEEL SUPPORTS ~W ? 8
W AT R MAXIMUM OF 9 FOOT t~NTERS (ONE AT EACH JOINT AND ONE INTERMEDIATE). OTHER METHODS MUST MEET APPROVAL OF .cn z;t
THE DEPARTMENT OF PUBUG WORKS. Z
J~ 98 iw.L
i i
z ' ~ g
m DAlE:2i,5io6 STANDARD DETAIL o~?'~t~"E"T °F o,,~: 2/~ s/os DEPARTMENT OF a~~: 2/~ s/os
~ BY: PUBLIC WORKS DRAWN BY: STANDARD DETAIL pueuc woRKS 8Y STANDARD DETAIL °~ARn~E"T °F 3 PUBLIC WORKS
~ Ste: N.r.s. LINCOLN COUNIY, N.c. sc~tE: N.T.S. LINCOLN COUNTY, N.C. sc~: N.T.S. uN~ow couNnr, N.c.
ENCASEMENT PIPE UNDER HIGHWAYS AND RAILROADS No WS-4 CHAfN LINK FENCE DETAIL DOUBLE CHAIN LINK SWING GATE FILE
NOE WS-'J i N0. WS-G
~ PROJECT MANAGER DRAWING SCALE . tAR01
IJI W 616 COLONNADE DRIVE RELEASED FOR OA'tE %..-vm~ MEMOR vw CHARLOTTE, NC 28z~ (Z;0004 ..•SS 0-%, INDUSTRIA [phone] APPROVALS
Pa~CT DATE DRAWN BY DIAL PARK WASTEWATER IMPROVEMENTS 24
APPROVED BY PROJECT NUMBER cc FOR
DICK-SON BIDDING Office Locations: = c' : 0 ~ LINCOLN COUNTY STANDARD DETAILS ~I LS
REV. N0. DE$(R~~QN DAM Fl NAME P~LOT~ DATE rl communit 13 REVISIONS ~»a_detapa w nmunity Infrastructure consultants North Carolina Georgia CON51RUC110N to, South Carolina Florida roGIN~~;.•' 24
RECORD DWG. lac ~C~.•` f 0 LINCOLN COUNTY, NORTH CAROLINA
L'Y'ioJedaV.UVCL1A047700CL1iCMD1321 NVd PerkWwgM0+117c~,dehlladwg, doN, 4Mf20074:9826 PM, dcurry, d.T 1055-1.pc9, ARCH 0 (98.00 x 24.00 hches), 1:1

1 ~ i
,
~ L E. G E N D E.~ECT.R.~C~. L NO ~ NOTES
E~JCLOS~D CIRCUIT BREAKER, 480V, NEMA 4X STAINLESS 1. ELECTRICAL WO P 1 STEEL ENCLOSURE; SSE NOTATION OR EQUIPMENT SCHEDULE NATIOIyAL ELEC W~~~r NEMA 5~20R GROUND FAULT RECEPTACLE: iN W~ATHER~-PROOF AUTHORITY HAVI
1L WORK SHALL BE PERFORMED IN ACCORbANG~. WITH THE
ELECTRICAL CODE ANp REQUIREMENTS QF THE LOCAL. i
Y HAVING JUR1S~lCTION.
BOX WITH WEATHER-PROOF IN-USA TYPE COVER 2• PERMITS FOR E THE EI,ECTRI~AL 'OR ELEC1`RICAL WORK SHALL BE QBTAIN~D BY AND PAID BY
TRIAL CONTRACTOR. THE ELECTRICAL C4N7RAGTOR SHALL
SPIN SURGE F~ROTEC~ION D~V1CE, SURGE COUNTER, N~MA 4X PAY FQR ANY ANY ADD1710NAL FEES F'OR INSPECTIONS, TESTS, AND OTHER
E;VCLOSURE SERVICES A5 R w EXPLOSI~~N PR40F SEAL-OFD' FITTING 3. THE ELECTRICAL A5 REQUIRED FOR THE COMPLETION OF THE WORK.
TRICAL CONTRACTOR AND ANY OF HIS SUBCONTRACTORS
~ SHALL VISIT TH BECOME FAMItI ATE AUTOMATIC TR,~NSfER SWITCH, S~~ EQUIPMENT SCHEDULE SUBMITTING BID _ INDICATED ON D iIT THE PF20JECT SITE TO WITNESS EXISTING CONDITION AN0
'AMItIAR WITH THE SCQPE OF THE WORK REQUIRED PRIOR TfJ
IG BIDS. WORK REQUIRED BY EXISTING JQB CONDITIONS NAT
ON DRAWINGS SHALL BE INCLUDED 1N THE BID.
MOTOR 4. THE DRAWINGS ~ PRODUCTION OF VINES Af~D SPECfFICA~'IONS ARE INTENDED TO RESULT; IN THE
ON OF A COMPLETE AND FUNCTIONAL ELECTRICAL SYSTEM. THE
~L CONTRACTOR SHALL, PROVIDE ALL MATERIAL, LABOR, _V _ v_._..__
~ ~ ~ MATER ELECTRICAL C0 8 EQUIPM-ENT, A'N ~o~o _ WORK. T, A'ND OTHER SERVICES A5 NECESSARY TO CC?MPLETE THE
$a~~ 0--~ 'AREA LIGHT, RIGID CaNDUIT MAST, PHOTQGELL CONTROL, 5. nISCREPANCI~S NCI~S IN 1'HE DRAWINGS ANA SPECIFICATIONS T~iAT WILL
DAYBRi7~ #FLI~SOPM7-ISF-PE, OR'EQUIVAL~NT 13Y AFFECT THE WO HE WORK SHALL BE BROUGHT TO THE ATTENTIpN OF THE
~~~m E7CCELIN~, HUBBELL, QR HOLOPHAN~ ARCHI~'ECT AND 6. ALL MATERIALS 1
T AND/OR ENGINEER PRIOR TO SUBMITTING BIDS.
3F?~ HOMERUN DESIGNATION, #12 PARTY LABEL (i Q ~o ~ CONDUCTQRS UNLESS NOTED (jTHERWISE INSTALLED APP Og~~ TRIALS ANp EQUIPMENT SHALL BE NEW AN'D INCLUDE A 3RD
ABEL (I.E.: UL, CSA, ETL, ETC.) CISTWG APPROVAL. FOR ITS
APPLICATION. i SANITARY SEWER
~''~a 7. IIOt USBC~. ~~~6 EQUIPMENT GROUND CONDUCTOR g, REVIEW PLANS
PHASE CONDUCtOR LANS OF OTHER. TRADES FOR COORDINATION OF WORK AND
NE4~TRAL CONDUCTOR FOR RELATED A 9. REVIEW OTHER .TED AND ADJOINING WORK.
TNER TRApE PLANS FQR CONSTRUCTION TYPE, ETC. REVIEW- 1
' DETAIL CALLOUT OTHER TRADE ~~E~ OTHER TRADE- Etoo too. DETAIL CALLOUT E ~ !ADE PLANS FOR PROJECT PHASING AND STAGING. RE-VIEW
`,ADE PLANS FOR WOFtI~ COVERED BY ALTERNATE. BID. ITEMS..
SWEET gETAIL IS DRAWN 10. UNLESS OTHERV SKEET QETAIL fS REFERENCED ON COATEQ. )THERWISE NOTED, RACEWAY SHALi~ BE RIGID METAL, PVC 1
Ylrww+d~rr
11. PROVIDE NATIO ELECTRICAL EQI NATIONAL ~LEC7RICAL. CODE REQUIRED CLEARANCES FOR ALA.
~L EQUIPMENT. COORDINATE RESOLUTION OF CONFLICTS WITH
OTHER TRADES. ADES. ,+w~Y.•.~4w~rr~.r
12. CUTTING AND P LOAD SUMMARY (48'OV, 100 MP Duplex PS) PERFORMED V~IT SUCH WORK SH TO THE ENGINE NEW f~ROP05ED LOAD CONNECTED (VA) i~~MAND {VA) 13. PENETRATIONS AND PATCHING TO INSTALL 4~VICES ANDS EQUIPMENT SHALL BE BA .D V~ITH FINISHES RESTORED TO THEIR ORIGINAL ~ONpITION. 1
RK SHALL 8E COMPLETED TO A DEGREE THAT IS ACCEPTA@l.E
NGINEER.
LIONS OF ~aTRUCTURE WALLS, FLOORS, OR ROOFS SHALL BE
SEALEp WATER LIGHTING 3U5 381 SEALEQ WITH N 14. VERIFY PROPER JATERTIGHT. INTERIORS OF RACEWAY PENETRATIpNS SHALL qE GRINDER 5HP480V3P3W
JITH NON-HARDENING ~LE~TRICAL PUTTY.
20PER SIZING OF OVERLOAD DEVICES IN S?ART~RS BASED ON
RECEPTACLES 1130 180 EQUIPMENT NA MISC, EQUIPMENT 3860 3850 15. IF HORSEPOWER IT NAMEPLATE DATA.
POWER RATINGS OF EQIJIPEMENT DIFFER FROM THOSE
ON THE DRAWINGS, NOTIFY THE `ENGINEER FOR DIRECTION. c, ~ t Jt 1 ~ .1 ,ti 1 ,~c ' , K' r 4 1,~ i ,c • , d. l°. 1 + I ? 1 ~ „J'
LARGt.ST MOTOR (100 HP) 103092 128865 INDICATED ON OTHER MOTORS 114011 114011 , ,k • • ~ 1 ' V ~ 1 1 •1 J , ' 1 ' ,4
1 l'~ ~ 'I + 1 ~ al, 1 ~ f , 1 ~ , r f ~ , ~ ~ 1 + t ? + C t J 1 , 't ~ t' 1 ' ~ ~ ir' 4 r t it 1 it
< ~ , , , , ~ , ~ rw ' 1 1 r ~ R ~ '1 ' •J'' 1 1
i ~ i , ~ ~ I ~ ~ ~ ~ •'r . 1 1 .
y~ AT5 ~ ~
T CA ~ , ~ SPD • PCP GCP 5 . . ' ' 1 1 ~ ~ HOIST
Paw
..r 1 1 ~'E . ~ , '.f~, < 4.6KVA,480V3P3W ~---~--~--x- B P-2 1 E1
~NISHED GRADE
'IC TRANS~~R SWITCH
i TRANSFORMER
CONTROL PANEL
J7 G~tOUND
M tNSITY DISCHARGE . ELECTRICAL CODE A ' E ~ E~TRiCAL PLAN
_ ELECTRICAL MANUFACTURERS ASSOCIATION t E1 SCALE: 1 /4" _ '1 "-0"
I l~ N >NTROL PANEL
~ ~ ' TART METAL HALIDE
I i I ;UTRAL ROTECTION DEVICE =1 I I-TI I i, ; Inspection we[l
MMM~ i Non-r~etalUc valve box r
I Grade 36" FROM VENT DPENING
' 1 1 1 1 , 1 1 11 , 1 + , 1 i. 1 1 1 1 1 1
1 1 1 . , a 1 1 1 , 1 11 1 , 1 1 , i W 11 ,1 1 1, ~ 1 ~ 1 1 ~ 1' ' 1 1 1 111 , ' { I , 1 , , ~ ; 1I 1 ' 1 1 ' ' 1 ' ' ' ' 1 1 , , 1 ~ ~ ~ + 1 ~ ' , 1 1. , ~ 1 ( I=III=III= III-~ 60' FROM VENT OPENING:
D 1 1 , 1 l ,l 1 1 1 1 1 ~ 1 1 11 1 1 l a ~ ~ u^ 1 11 , , ~ , 1 , ~ , 1 ~ u ~ 1 1 1 A ,1 ~ 1~ 1 1 1 1 1' 1 ' `1 1 1' 1 1'~ 1~ 1 1 I/ 1 1" 1 1 1 ' 1 ' 1 ~ 1' 1 , 1 ~ I I~ ~ Grounding etectrade 1$" ABQVE h1ATGH BEVEL 18" ABCJNE HATCH LEVEL '
1 ' f ' I 1 ' 1 1 1 1 1 1 1 1 ' ,1 /1 ' M~ 1 1, 1 1 1 1 1 1 1 1 / 1 ' i ~ i ~ ~ conductor In conduit ~o
Z w 111 1. 1. " 1 11 1 a , w ' ai 1 1 q , i 11 ~ , , 11 , / 1 , ~ 11 1 11 i11 ~ ' 1 1 ' ~ ~ 1 ~ 1 1 ~ Service Equi~Ment 36" FRAM HATCH EDGE
F-1 Fy ~ 1 , ~IL~ A 1 1 ~ 1 ~ 1 i a ~ 11 ' ~ , 1 .
'1 ' 1' r , 1 1 ' , 1 S ~ ~ 1 1 1 1 1 ,1 , 1 1 W ? 1 , 1 11 1 1 1 1 4
H J W ~ 1 11 , 1 1 ~ ' ' 1 ` 1 1 ~ , , ' 1~ 1 ~ 1 1 1 ~1 ~ , ~ A ~ ,111. 1 1 1 ~ 4 ~ ExotherMic Weld i
W • 1 1 1 1 1 0. ~ 1 ~ 1 1 ~ 11 1 11 1~ ' 1 1 1 , ~ • I l 1 ~ 1 I / 1 1 1 , ~ el 1 1 41 1 '1, ,1 1 '1 1 11 , ~ 1 1 ~ , 1 1 11 Seal with non-hardening
1 ~,1 ill1, 1 . a ry ' 1 ~ , , 1 , 1 1 1 ~ , 1 1 11 1 Electrical putty
1 1 t , , ' , , A ~ 1 , / , 1 11 , ~ , '1 1 1 1 1 , ~ 4 ~ 1 1 , ~ 1 1 1 1 1 1 1 l ~ 1 A 1 1 1 ' 1 1 1 11 1 1 1 1 1 , I I I ' f ~ 1 ~ , r. , 1 + 1 1 1 11 1 11 1 1 ; 1
1 1 11 1 1 , 1 1 , , 1 A I 1 1 11 1i ' ~ 1 1 1 1 1 ' 1 1 ~ t 1 .1 1 ' 1
y I SECTION.. 3/4 x10 Copper Ground Rod .
.....4 ~ ~ 11 l-36"i- 36" FROM HATCH EDGE
se s c m n~ i n ou n e u /8" stainless steel! hardware for connecting channels and equipment. 4"~' galvanized steel
r se neo enE eoprene gasketing to isolate stainless steel liardwore and post, concrete filled, GR~~Ui~ID RD RED & II~SP~CTIDN WELL
c anne rom c ~rom galvanized posts. threaded cap... 2 El NO SCALE:
rove e a i e additional vertical channel(s) if rack exceeds 60" wide. 1
rove e a ~ r t* e additional channel(s) where required to align with V~rticol Wnistrut Channels ~,CyON
e ui en mo~ur t mounting holes. P1040SS (Stainless Steel) 60 FROM VENT OPENING
1 1 1.~ 1 i 1 1 1 1 ~ j As required for 36"
• ' ' 11 1 1 1 I ' ' ~ 1 1 1 1 , , , 11 1 , 1 „ 1 4 , , ; ; 1 11 , 1 , Al , , 1 , 1 , 1 , 1' ' , 1 M 1 ~ 11 , , , ; ~1 , , ~ , , moun#ing equipment r ~ _ r. 36' FROM VENT OPENING .
1 ~ „ 1 ~ ' ~ 1 1 ; 11 ~ 1 I ~ , , 1 1 ~ , 1 1 , 1 I i 1' .
N 3 a i
s re uire or ed for ( 1' ~'°al FLOOD LIGHT .1
e ui en e~ ~1 t height 80" Maximum ~ ' EQPT PLAN 1
N 48" Minimum Ia I
a ~ VALVE ~'AU LT
24" Minimum I ° ~ • ~ 4~ I 'a. RIND GALVANIZED POST / i SUPPORT CONDUIT FOR. CLASS" 1, DIVISION 'f,
EQUIPMENT RACK; MOUNT GROUP U HAZARDOUS
ra e - a - i FIXTURE AY 16' ABOVE GRApE. LOCATION 3 . .
CLASS' 1, DIVISION 2, pL~
• ~ ~ 1 N GROUP D HAZARDOUS
ELEVATION 4"Thick Concrete Pad PLAN VIEW with 6x6 Welded Wire ~ocATioN WET UUE~L
Fabric Horizontal Channel; :LL
E WASTEWATER PUMP ~TATI~N MAZ ~I~T FIX`fURE MOUNTI~I~G DETAIL ~L~~ATI;~N D1~4GRal~ AZ.ARDOUS
B EQUIPMENT F~~ACK DETAIL 1 5/8~~x~ sis~~, D LIGI~T Unistrut P1000SS
E1 E1 NO SCALE (Stainless Steel) Et; E1 NO SCALE SCALE Et I E~ NO SCALE
mml C
ACT MANAOfR DRAWING SC"
BY ~ NOTED. CHEATHAM & ASS0 assoaaTE.,s P.a 616 COLONNADE DRIVE: CHARLOM, NC 28205' ~ INDUSTRIA qG ENGINEERS [phone] RIA--L.. SARK WASTEWATER IMPROVEMENTS ELECTRICAL E1
KAF MONTH YEnR CONSULTING D FOR
APPROM ~ Pmum Nuom 4806 SHELLEY iELLEY DRIVE KSON Office Locations: 17593 N-0T'ES LEGEND, PLAN AN
MAC Q417o00,CL WILMINGTON, NORT REV. DESCRIPTION DATE ME NAME (910) 452-A NORTH CAROLINA ~V I:r LINCOLN COUNTY 2
REVISIONS 0607 ELEC.dw9 06.47 452-4210 community infrastructure consultants North Carolina Georgia V South Carolina Florida • • ~j~~~ LINCOLN COUNTY, NORTH CAROLINA
f 111

~ ~ QED ALARM
M D~
~-STROBE LIGHT L4CA A~OU ~ ~'~17
LOCATION: ~QUIWMENT RACK VOl7S: 480Y/2~7V 3P 4W AIC: 30,0,00
AMOUNTING: SURFACE BUS AMPS: 600 MAIN BKR: MLO
~'~D FROM: UTIt~`FY N,~U7RAl,: 104 LUGS: STAND~Rp GONTRQL AND:IWBTRUMENTATION CIRCUITRYSCHEDULE
N4TE NOTE: NEMA 4X TAG D89GRIPTION WIRING CONNECT F~dOM CONNECT TO r TO Notes
~ ~ ° CK CK F~tn CK'~ KVA LOAD CK CKT KVA LOAD ATS TF'~Ah~ER SWITCH POStTIO;N 314"C,4,#14,#14G ATS FRCP (AUTODIALER) ooaLER> PosrTION INDICATION
i~ BKR CIRCUIT DESCRIPTION A 8~ C # BKR CIRCUIT DES~RIPTICiN A 8 C C GEN (3~IVB~ATOR STATUS 1 "C,2#14,#14G GENERATOR CANTROL PANEL PCP (AUTODWLER) ODWLER) GENERATOR RUN STATUS
a~ 1 20/1 SPACE d 2 20/3 HOIST 1.53 2#14 SUMMARY FAULT/SHUTDOWN CONDITION
~Z~ PUMP Mc~n~.fAuto Ru npng Fain ~Tfinerd finding 0 eload 1 20 ~ ( 1 ~ ~ ~ ove~ at, ~ I 5 30 ~ 3 30/2 XFMk T 1.99 4 ( 1.53 2#14 SUMMARY PR6ALARNVALARM CONDITION
5 ~ 1.99 6 ~ 1.53 .53 20#14 SPA~ES
I Off Pump Seal Elapsed o or o or I 7 6Q$ P~JMP Mbn. Auta Running Fa(I Timer finding Overload g I 7 6Q/3 SPD 0 8 20/3 PANL'L GCP 2.11 WINt. WETVIlEI.L LEVFJ,. 2"C WE711V6.L FLOATS PCP FLOAT MANUFACTURER'S CABLE
g ~ 0 10 ~ 2.11 'ODlALER) GRINDER RUN STA11JS
y ~ 2 ~ ~ ~ ~ over~neat ~ I ~ ~ ' 11 ~ 0 12 ( 2.11 .11 GS GRINDER STATUS 3/4"C,2#14,#94G GRINDER COI~ffROL PAN~I. PCP (AUTOD~ALER) 2#'14 GRINDER FAIL STATUS
13 20 o ~ ~ ,5 2~ J~ 17 20 ~~$o I I 19 4S r~ ~ 13 20/1 SPACE 0 14 20/1 SPACE 0 GC GRINDEit CONTROLS 3/4°C,2.~14,#14G GRINDER CONTROL PANFl C3RINbEF2 HYDRAU ~ 4#14 HYDRAULIC UNIT' PRESSURESW.ITCH
15 20/1 SPACE 0 t6 20/1 SPACE 0 DIRECTIONAL VALVE
17 20/1 SPA!~E 0 18 20/1 SPACE 0 19 450/3 PANEL PCP 68.9 20 20/1 SPACE 0 2#14 OIL LEVEL SWITCH
~_2 Z„~ Silence Htgh Reset Genset Low Pump 21 2~ ~ 68.E 22 20/1 SPACE 0 #14 OIL TEMPERATURE LIMITSWITCH
~ a ~ Wet Well -Alarm Wet Weil Down 23 23 ~ 68.9 24 20/1 SPACE 0 2#14 TBNFIRATURE SWITCH
~ ~ ( ~ O Level O Level • I Yo~~ ~ ~ ~ ~ TOTAL COIyNECTED KVA ,@Y PHASE 72.5 X4.5 74.5 SPARES
4.5 ~~a
CONN. KVA CALC: KVA CONN. I~VA CALC. KVA
UGHTiNG 0.305 0.381 (125 CONTINUOUS 0 0 (1 ~5~
0~8Q LARGEST MOTOR 103 129 (125 HEATING 3 3 (100)
~b~a 0"fHER MOTORS 114 114 (10Q~) NONCUN11NUpUS 0.5 0.5 (100
RECEPTACLES 0.18 0.18 t50~>10) KITCHEN EQUIP 0 0 (N/A)
o~: NONCQIN/DIVERSE 0~ ~N/A)
TOTAL KVA 222 247 3
PR4?VI PR4?VIDE SU8-FEED C/B ,FOR PCP FEEDER INDICATED AT 19,21.23 BALANCEQ THREE PHASE AMPS 298 10
GRINDER GCP : PCP A ATS
HYDRAULIC U~lIT DIALER
O
LOG MOU FED LOCATION: EQUIPMENT RACK VOLTS: 240/120V 2P 3W AIC: 10,000 GS A
G
MOUNTING: SURFACE BUS -AMPS: 60 MAIN BKR: 40 GBAL~
FED FROM: T NEUTRAL: 1009 ~.UGS: STANDAFtO
I~~~I NOT WEATHERPROOF ALARM MORN NOTE: N~MA 4X WET WELL
K CK ~,OTES # BK 1. SEE ~ONTRaL PANEL SPECIFICATIONS. ~ 20 3 ~ CK CKT KVA LOAD CK CKT KVA-.LOAD e IN,1NL G N
# BKR CIRCUIT DESCRIPTION A (3 # BKR CIRCUIT DESCRIPTION _ A B
1 20/2 GIN bLK HTR 1.5 2 20/1 LIGHTING q.305
3 ~ 1.5 4 20/1 REC ' 0.18 GC ~---COORDINATE NEW TELEPHONE
5 20 7 20 9 20 PUMP ~ONTRQL PANEL .DETAIL ,3 20 E2 ~2 NO SCALE 5 20/1 SPARE 0 6 20/1 SPARE Q SERVICE TO THE AUT4DIALER WITH
7 20/1 REC-GEN GATT CHG 0.5 8 20/1 SPARE 0 THE LOCAL TELEPHONE COMPANY
9 20/1 SPACE 0 10 20/1 SPACE 0
11 20/1 SPACE 0 12 20/1 SPACE 0
15 20 17 20 19 20 13 20/1 SPACE 0 14 20/1 SPACE 0 15 20/1 SPADE 0 16 20/1 SPACE 0
17 20/1 SPACE Q 18 20/1 SPACE 0
19 20/1 SPACE 0 20 20/1 SPACE 0
C PUMA NATION CONTROL & INSTRUMENTA TATION RISER DIAGRAM
' TOTAL KVA 1.tS1 Z.7 t3 E2 E2 NO SCALE
CONN. KVA CAI.C. KVA CONN. KVA CALC. KVA
UGHIING .0.305 0.381 ;(1253&) CONTINUOUS 0 0 (125%)
LARGEST MOTOR 0 0 (1~5%) HEATING 3 3 ~100~)
OTHER MOTORS 0 0 (1009) ~IONCONTINUOWS 0.3 0.5 (100R~
RECEPTACLES 0.18 0.16 (50710) KITCHEN EQUIP 0 0 (N/A) 5
~IONCOIN/DIVERSE 0 0 ~N/A) T 1
TOTAL KVA 3.99 4.06
BALANCED PHASE AMPS. 18.9 GROUND BAR ~~B C 8
E2 E1 000 E1 G
f
13 3 GRADE r,.
I
BARE COPRER BELOW GRADE 3/4"X10' C GROUN (TY BONDED TO STEEL 'X10' COPPER i
GROUND. ROD GROUND CONNECTION
(TYPICAL) INSPECTION WELL
IN' WET WELL BAS£ ~ 20~ • (TYPICAL)
ECIUI ECIUI PMENT 8CIi~DULE (4e0~/,100 HP DuPI.IX Ps)
SYN~ X SYN~OL DESCRIPTION RA1'NVGS NOtES EXOTHERMIC WELD
X
1 1 SBZVIC~ BREAKER 480V, 3-POL~ 800A,1ElKAIC USE, NEIVW 4X 3TAINLES$ STEFJ. ENCLOSURE
2 2 TRANSFER SWITCH AI~TOMATIC, d80V, 4FlOLE, 600A SUPPLI6~ BY TFE OWNER
3 3 PUMP CONTROL PANEL (PCP) SEE 3PBCIFICATION3
4 4 SURGE PROTECTION DEVICE SEE SPECIFICATIONS B GRDUNDII~~ 8c B~NdING D~IAGR E2 E2 NO SCALE kGRAM
6 6 TRANSFOlZM~2 7.S KVA, 480:12U/240V,1 PH, 3W NON-VBVTILAT~, NBNA 4X OR I AA 3R STANVLESS S1~EL ENCLOSURE
6 6 PANEL P~ SEE PANE1. SCHEAULE
7 7 NOT U$~D
8 8 STANDB~f GBVERATOR 325 KW, 480Y/277V, 3PH, 4W SUPPLIB~ BY 1'1-~ OWNER
9 9 MAIN DISTRIBUTION PANEL (MDP) SEE PAI~7. SCHEDULE AREA LIGHT
10 10 GRINDER COMRQL PANEL (GCP~ SEE SPLGIFICATIONS
NOl'E N01'E SEE SPECIFICATIONS FOR DETAILED REQUIFkEJNFMS OF ALL EUU(PMENT D
E2 E2
CIRC CIRCUITRY SCHEDULE (48/,100 FIP DUPLIX PS)
SY MB 1 SYMBOL DE.SCRIF>710N CONDUIT PHASE IV~UTRAL GROUND NOTE 9 8
SIZE CONDUITS A QUITS ACCORDING t0 5 g 2
1 600A MAW SERVICE 2 SETS: 3" 3#300 KCN9L moo Kcn~~ $ CABLES ARLES SUPPLIED, 3" ~ p 3 6 T ~ ~
1A 18# ~~t ~ 600A MAMJ 39t1/ICE ~ GRINDER MINIMUM. CABLES ;aBLES T4 CONTROL COORDINATE NEW SERVICE
18 # 60oA MAIN SERVICE 2 SETS: 3" 3#300 KCftiIML i9K300 KCMIL # WYDRA.ULIC PANEL SHALL. B UNIT -TALL. BE UNSPLICED. GCP PCP P MDP ATS C/B GT O WITH UTILITY COMPANY, 8
2 2 600A MRtIN SITE FEEDERS 2 SETS: 3" ~f300 KCML #300 KCMII. #F1 SPD M 480Y/277V, 30, 4W
3 3 GROUND{NG EtECTRODECONIXICTOR 1N ~22ro SEAL PENETRATIONS WITH WITH
d d SPDFEE~ER 11/4" 3#4 ~ p4 WITH ;NON-HARDENING :NING 6 4 'UTTY 2 OG T
5 5 RECEPTACIECIRCfJRRY (120V) 314" #12 #12 #12 EI~EGTRICAL PUTTY 6 AREA LIGHT CIRCUITRY (120V) 3!4" #12 #12 #12 ~ ~ . 11 5 10 4 2 2 1
6 7 GRADE 1B 1
~ BLOCK HFA'f~t /BATTERY ,CHARGER 314" 3#12 1 #12 #12 7
8 8 TRANSFpRMER FEEDER 3(4"C Z#10 #16 e
9 9 PANEL P~EEbER ~/4"C 2#8 #B #8
ib ib PCPFE~bER 2SET~:21/2" 3#410 #2 1
+ 11 11 GCPFEFA@3 314" 3#12 #12
12 12 GRINDER FEEDS 3I4° 3#12 #12
13 13 TRANSFORMER GEC 314" #6
$ INSTALL IF METERS AT CT CAN ~ ~ A 'PUMP STATIt~N POWER RISER DIAGR ~ NO SCALD 1G:RA.M
~ INSTALLED BY UTILITY IF METEREDA'T CT CAN • . ' ' • ' ' .
1k INSTALL yF METERB~ AT TRANSFORMER
OWN 0
CqR,,~ ~ ..r 616 COLONNADE DRIVE
Pomor MANAGER COAUNG SCALE
c fly HEATHAM & ASS DitAYMI PI O~CT DAIS N~ 282os 06, IN assoaa~P.a. WK Ift A" S Dl1STRiA NG ENGINEE~RS (7o+) 334-5348 cup RIAL PARK WASTEWATER IMPROVEMENTS ELECTRICAL E2
KW. MOTH '*YEM CONSULTING El APPROVED D PROJECT N 4846 SHELLY FOR RISERS, SCHEDULES, DET LINCOLN COUNTY
MAc 46417.00 c~ WILMINGTON, NaRTI iELLEY DRIVE `D'! K = ~ 17593 Eft Office Locations,* , .NORTH CAROLINA community infrastructure consultants North Carolina Georgia V~ ETAI'LS
REV.. .NO. DESCRIPTION ED AIE' FIX NEE (910) 452- 452-4210 South Corolina Florida AF~,~,_ LINCOLN COUNTY- NORTH CAROLINA 2
. REVISIONS 06o7 EI.EC.dwg 06.07