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Contract Drawings For
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Mechanical/Electrlca_:�i
Gaston County, North Carolina
January 2011
VICIN11-Y MAP
N.T.S.
64"
SEAL
27599 24504
N.C.B.E.E.L.S. License Number: F-0116
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pi- - C ,TION PLAN A ! d[7EX r '-fin LINE F - STA fl+pp TO STA 1 p+ -15" C~ `!',TY SErntFR PLAN A;,~, L p2C-42 GRADING PLA' v L. ~ TAIL
a- - - ,-31 LINE F -STA 14+p4 TO STA 24+p -15' _ V: Y c _l ER PLAN AN[ 'OFILE ~,n~ n~ ~ , L-®GEND ~-p3 ACCESS RO.._ L~ d AND DETAIL
J J~ ~ :L `LECTRICAL L~~i_.. C e x-32 LINE F -STA 2{ ~ TO STA 32+Op -15" G 14 PLAN AND PROFILE ~ ,-na LOWER ~ > P S
- - - . . _ 4pC-33 LINE. F -STA ` ~ STA +2p -15"GRAVITY ' P AND PROFILE. . I : ew ~E®5 CONTROL SYSTE::...__..~VIATINS, SY OLS, P: ~ . me ? PROGES r ;'IJNS
44C-3 LII , F -STA 4,,+, ~ TO STA 54+4fl -15" GRAVITY ~ PLAN AN[ , OFIL , _ ~ .-fl1 ELECTRICF , +sITE PLAN
ppC-35 L., F -STA 54+44 TO STA +6p - '(5" GRAVITY S 6 . PLAN , . ~'C -1LE ~ , I " p2E-42 ELECTRICAL RISER DIAL MS AND SCI-IDULES
ppC-36 L, ; -STA 65+64 TO STA 76+34,72 -15 G 1°'T' PLF,~ ~ ~ ® ZOFIL fl2E~3 ELECTRICAL, DETAILS
44C-37 L; - STA Q+p4 TO STA 1fl+44 - 6" FIERCE ~a, i ~ 'I _ Y p2E-p ELECTRICAL DETAILS Civil p4C-3 L" ~ -STA 14+4p TO STA 2p+4p - 6" FORC- ` 'L d AND PRf °.E ~~0 V1 TAE
OpC-01 LINE A -STA U+flfl TO STA 1p+U -1" FQRG I : lAN AND PROFILE pOC-3 LII -STA 2fl+p0 TC} STA 3fl+flp - 6" ~}RCE a; ~ PLAN ANi~ P{}F1LE h E„ , ,M : =r r-+?
„ l . Gil OSI i _ I 44C- LINE A -STA 14+4 TO STA 24+8fl -10 FC , FLAN AND ppC-4p LINE G -STA 34+44 TO STA 3+5$.28 - 6 FORCE MAIN PLAN AND PROFILE = - - _ - - - (1/~, T µ0 ACV
44C-43 LINE A -STA 4+_ I TO STA 31+6p -1" FC CLAN AP D' Vuv-- ° _ : 400.41 LINE H -STA 0+flp TO STA 1p+p4 -1 GRAVITY S ER AND 12 GRAVITY 0 -06 AEA
440-44 LINE A -STA " E TO STA 42+80 -10" F~aRi~ , ' ~ " F.: SEWER PLAN AND PROFILE p3C-m ~ ~ _ ~ _:~OSION CON' -~,7L : ~;N 0 406
h= " _ ~r r , 8 ~ " p3D-41 LOWER AND UPPER PLANS 4pC- LINE A - STA S TO STA 53+4 1(l FORCE. 3, ' " ;i 440-42 LINE -STA 1 p+pp TO STA 2p+p4 -12 ICY < P , PROFILE 0 -0
4flC- LINE A -STA 53 TO STA 64+44.1fl" FORCE F® : ~.:C E• . e :~E ppC-43 LINE H -STA 2p+Q4 TO STA 3p+p4 -1 dl :Y w . , ~ a.OFILE 43D-42 PROCESS SECTIONS
+ + - " I + + m~ 43E-41 ELECTRICAL SITE PLAN OCR- L J A -STA 53 60 TO STA 64 flfl 14 FORCE MAIN P,: AND PROF LE ppC-44 LINE I°I -STA 3fl 4t7 TO STA 3$ 79~3p -12 C VITY _ ER PLo,.:. ~ ; :TOILE _ + + _ -,r `E 4E-Q2 ELECTRICAL RISER DIAGRAMS AND C ..ES
ALTERNATE p4C-4 LINE L - STA p 44 TO STA 1 p 8fl w { t :'Y SEWER PLAN AND F . -.FILE ; 43E-43 ELECTRICAL DETAILS
OOC-47 L JE A -STA 64+pfl TO STA 73+24 -14" FORCE MAIN PLAN AND wE p4C-46 LI! ~ L -STA 14+8fl TO STA 21+ ,AVITY SE, R ; w 1 OFILE
440-- - ~ -STA 73+20 T STA 82+p4 -14" FC `.~E .:::'.:N PLAN Ai ~L { _ ~ 43E-p4 EI FGTRICA~, DETAILS I~ ` -STA 21+64 TO STA;':?. C.;:AVITY - ,
p^'~-- - aTA 2+4p T STA 2tOfl -10" rP _~E ,LAN At _ , L L -STA 32+4fl TO STA ° ;3~ C ~AVITY :r _ d _ , ° rr
0.,~ , - 3TA 82+44 TO STA 92+44 -14" FC..;~:. I`LAN Ai......:..;L~. L~~.~: L -STA 43+20 TO STA, ~ GPAVI ~ ' ' ~ 1D{~ " .mm...., _ .7 W NATE l ~~p ENERGY PARR SANITARY S -y r ..`.D PRO: ~--1 u L. , i~ G VITY : ~ . ~ I ..AN AND F .E
QpC-1fl L ~E A -STA 92+44 TO STA 99+94.74 -14" FORCE MAIN PLAN AND I ~ -5" ENERGY PA ' : SANITAR, Lf -AND PROFILE 2 ':'-p2 G, w ' ,AND EROSION C~° TROL PLAN
OpC-11 LINE 13 -STA 4+pp TO STA 9+2 -15`" GRAVITY SEWER PLAN AND P E ENERGY I ~;1NITARY ~ :PLAN AND PROFILE 44D-p1 LC D UPPER PLANS f r~5
040-1 LIP 3 -STA m TO STA 24+pp -15" GR~ ,J Y ~ ~WER P . ~ AND I y_E 4flC-53 ENERGY PF.. ; SANITARY L "IER PLAN AND PROFILE 4 44D-42 PRO r'_ SS SEtT: DNS
flC-13 L ` -STA ' O STA 34+p -15" C' :1"-R I ' I a" ,Go,ILE 44E-41 ELECTI~IC~.L ~ " : "°.AN
440-14 LII - TA '~;U , ~ J STA 41+2p -15" G' ,u. o , ~ ; r, :~wrILE 44E-p2 ELECTRIC}, ~ eel: DIAGRAMS AND SCHEDULES ! T l S
ppC-15 L;: . Y - 3TA 41+nfl TO STA 52+Ofl • 15" GI m :~.:~t . . AL ~ ! . i~OFILE p4E-03 ELECTRICAL C NAILS
ppC-16 LIP , '3 -STA 2+~ ~ TO STA 62+4 -1'" G VITY R PLAN G PROFILE _ " _ _ ~s _ _ p4E-p4 ELECTRICAL DETAILS
ppC-17 LINE B -STA 6 TO STA 74+64.53 - '15 GRAVITY , .WER PLAN AND PRFIL - - . - Q4E-0 ELECTRICAL DETAILS
ppC-1$ LINE C -STA 4 ~ TO STA 1 p 04 - 8 FORCE MAIN PLAN D PROFILE
ppC-19 LINE G -STA 14+pp TO STA 2p+4p - 8" FORCE MAIN PLAN AND PROFILE 41072 Gr~rFssivu rrwWN , • c, ' . _ L
+ . , s - p1D-p1 LOWER AND UPPE', PLANS , 440-2p LINE C -STA 24 44 TO STA 25 14,2fl 8 FORCE ._f ; F°_ 7 .f s ROFILE q5C-41 SITE .LAN
440-1 LINE D -STA p+pp TO STA 11+2D -15" FORCI` . ' I ' , ,~F°' E 41D-42 PROCESS SECS.,: ; C: ~-42 GRADING AND E' 1~ N CONTROL PLAN
- I D -STA 11+4 TO STA 22 -15°° G v; J~.. '~WE,. ' ; 'ROFILE p1E-41 ELECTRICAL SITE ' ppC 22 L NE " • , r 41E-2 ELECTRICAL RISER ~ ~ SCI~EDULES ~ " C1 LOWER AND L ;,_ANS
ppC-2 LINE D -STA 22+44 T STA 32+g4 -15 RAVI _WER a ~ ; ,ZOFILE : ~-42 PROCESS SECT 3
p4C-24 LINE D -STA 32+84 TO STA 43 -15" VITY SEWER N ~ ' }PROFILE p1 E-p3 ELECTRICAL DETAILS n p1E-44 ELECTRICAL DETAILS C~~-41 ELECTRICAL SITE F:AN
~ 4pC-25 LINE D -STA 43+84 TO STA 54+4p -15 GRAVITY SEWER N i PROFILE p5E-42 ELECTRICAL RISER DIAGRAMS AND SCHEDULES flpC-26 LINE D -STA 54+44 TO STA 65+24 -15" G VITY S ER PL6 2OFIL p5E-p3 ELECTRICAL DETAILS
4pC-27 LINE D -STA 65+20 TO STA 76+(~ -15" G ~''TY SEWER PLC f ;~OFILE 05E-p4 ELECTRICAL DETAIL E-
Sfl5 q3 fl4C-2 LINE D -STA 75+44 TO STA 84+6'3.87 -15'" ' `11`'YY SEWER 1-Lr :~;~J PROFILE
A 0+{3 T TA +62,1fl - " FC.:~L d PLAN AND ~ "_~ILE OOC-2 LINE. E ST 4 O

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SPAT ELEVATION f PAINT
1. UTILITIES THAT ARE SUSPENDED ABQVE GRADE A 'E BACKFLOW PREVENTER
« SURVEY BENCHMARK DESIGNATED BY THE PREFIX "aH",
CP~-X PIPELINE ' DIRECTION aF SURVEY CONTROL PAINT
PLAN NORTH VARIABLE AREA METER v LARGE PIPELINE
1 4" m.. .i;~„
SOIL BARING UNION X i . I RAILaAD
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WYE-STRAINER SECTION LETTER ® FLOW ARROW CENTERLINE
FLAG INDICATES DIRECTION
PROPERTY LINE OI SECTION CUT WATER LEVEL IN SECTION/PROFILE PENETRATION THROUGH STRUCTURE
X . ~ , ....W. EASEMENT
XXX I EXISTING UTILITY PALE FLEXIBLE HOSE OR TUBING SHEET WHERE
LIMITS aF CONSTRUCTIaN SECTION VIEW IS LOCATED
OWNGUY FLEXIBLE PfPiNG CONNECTION D ,RAW T . ~ r
SIGN mW_. ~ LINE SIDE CHANGE (CNCENTRIC REDUCER)
i caNTaUR MINaR EX wTING ( ) SECTIaN L ER
.~.....w , J._.u~ ..W EXISTING CaNTaUR (MA~JaR} LINE SIDE CHANGE {ECCENTRIC REDUCER)
Ca CLEANaUT ~ X
. ~ ~ EXISTING FENCE LINL TURNING DAWN I fl Xx
' ~ CULVERT END SYMBOL ` ~ ~O * SHEET WHERE
(WITH CULVERT SHOWN BETWEEN SYMBOLS) EXISTING VEGETATIaN BRUSH LINE LIME TURNING UP SECTION VIEW IS l
FIRST CUT
X F `NCE -BARB WIRE FIRE HYDRANT L ~ BLIND FLANGE
DETAIL P"
FENCE CHAIN LINK PIPE BREAK HEADWALL
FENCE ~ WOOD XXX
° PIPE JOINT (SEE SPECS FOR REQUIREMENTS) * SHEET WHERE
G NATURAL GAS METER ' IRE DETAIL IS LOCATED XX FENCE WOVEN W
CaMPRESIaN SLEEVE TYPE COUPLING
~ ° ~ I ~ G NATURAL GAS LINE VAULT ? GU RDRAIL - HIGHWAY A
'-II
FLANGED COUPLING ADAPTER (FCA} MONITaRING WELL NEW CONTaUR (MINOR . DETAIL r,;,l`
' ° X r PUMP STATION 2 NEW CaNTQUR (MAJOR) FLEXIBLE CONNECTION
~ ~ /_a„ XXX
REPRESENTATIVE
S SANITARY MANHOLI~ ° SF SILT FENCE ~ HARNESSED MECHANICAL COUPLING DRAWING WHERE DETAIL
' WAS CALLED aUT ' UNDERGROUND PaWER
ST SEPTIC TANK ~
ELEVATION F FIBER OPTIC PRESSURE GAGE (W/COCK)
IDENTIFICATION CB STORM CATCH BASIN
LETTER NATURAL GAS J' '
X D STORM DRAINAGE MRNHOLE TRAP
SS SANITARY SEWER 3" 1 P~-p" XXX
QUICK DISCONNECT * SHEET WHERE
WATER BACKFLaW PREVENTER . . STORM SEWER POINT OF VIEW MARKER CAM GROOVE COUPLING
CAN BE FOUND WATER BLOWOFF
DC ESTIC WATER ~ CAP or PLUG
* IF PLAN AND SECTION, OR DETAIL CALL--OUT AND W WATER METER , DETAIL ARE SHOWN aN SAME sl-IFFY SHEET
UNDERGRaUND TEI.EPHai`IE Ca INTERIaR CLEANaUT ' NUMBER IS REPLACED BY A LINE
TEMPORARY DIVERSIaN VALVE T - T H B-~ X
(GRADE Ta DRAIN) HOSE VALVE, HOSE BIBB OR
X ".xµ.-,~.~.. FLUSHING CONNECTION _ WETLAND BOUNDARY KEY NaTE NUMBER
CANK BELOW GROUND
HR-X X INLET PRaTECTlaN ,i;;~ HOSE RACK
TANK ABaVE GROUND
CHECK. DAM FLaOR DRAIN
TREE
X =TYPE DESIGNATED I SPECIFICATIONS
' ROCK PIPE INLET PRaTECT1aN ~ TARGET ELEVATION
I' U L UNE f CONTROL PIPE IN SECTION ~.:NC_E L _ Da B E SOL . IC I
~ BALL VALVE ' ~r ' BU
E'aLL CHECK VALVE BELL UP (PLAN}
BUTTERFLY VALVE f ,l - - CHECK VALVE BU BELL UP (SECTIaN.OR SCHEMATIC)
° , . - . DIAPHRAGM VALVE DOUBLE DISK _ _ _
CHECi( VALVE D DRAIN (SECTION OR SCHEMATIC)
- - - GATE VALV£
CONE VALVE
ATA AIR Taal ASSEMBLY - - GLOBE VALVE PRESSURE
OR OR RELIEF VALVE
AVS ~ AUTaMATIC VALVE STATIaN ` - NkFE GATE VALVE
PRESSURE PRS NEEDLE VALVE PRESSURE REDUCING STATION _ ~ _ _ REDUCING
VALVE NOTE:
- PINCH VALVE MISCELLANEaUS SYMBOLOGY SHQ'N iS FOR SINGLE LINE
AIR RELEASE PiPfNG. DOUBLE LINE PIPING SYMBOLS ARE SIMILAR, X X VACUUM VALVE
_ PLUG VALVE p~^~ ! tl~` 1 ~ t °
A AIR RELEASE _ V ~ VACUUM
_ # ' 1. THIS IS A STANDARD SHEET SHOWING CaMMaN SYMBOLOGY.
THREE WAY ,_L SYMBOLS ARE NAT NECESSARILY USED aN THIS PRaJECT. _L VA~.VE F~RI=SSURE
REGULATING
2. SCREENING OR SHADING OF WORK IS USED TO INDICATE ; VALVE r TI-IREE WAY EXISTING COMPONENTS OR 1O DE-EMPNASIE PROPaSED
f 'LUG VALVE IMPRaVEMENTS Ta HIGHLIGHT SELECTED TRADE WORK. REFER ' TO CONTEXT aF EACH SHEET FOR ''S"~GE.

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~ o X LOW -VOLTAGE CIRCUIT BREAKER CBs 100 NON-MOTOR LOAD WITH DESIGN KVA, KW, OR 100AF ~ j NORMALLY OPEN LEVEL SWITCH, X Ff CC7 T
2UA OR RATINGS AND NO. OF POLES AS SHOWN,. A AMP 0AT CLOSE ON RISING LEVEL C~Llf3f~~FAG fL,i G fv.L.-- ~3Lff'•fTf~ xfT ff-fT; fT~ ~ i
3P WHEN SPECIFIC TYPE IS REQUIRED, X INDICATES Y A ff(~iASD ~JS Ff A TACT, l=L. f~1"Gf~f
E< NORMALLY CLOSED LEVEL SWITCH, ~ X Sff~L_Ff~C~ Gift ALf_--- ~JtC~ EDIT TS FfR ALAf"~ G~J TACT, TA R S fT~f
TYPES; OPEN ON RIS#NG LEVEL ~ f~fGf~T; iRcTi ~ iF RfR As
MCCB MOLDED CASE GPT CONTROL POWER TRANSFORMER (CPT) Y ifV~}€CATf,~ f4i ~'f_Af~JS f~5 FfRfv' Af..R CC TACT1 RRSI~Rirr iTCf~
_ NORMALLY OPEN PRESSURE SWITCH, ICCB INSULATED CASE CLOSE ON INCREASING PRESSURE
LVP -LOW -VOLTAGE POWER MCP -MOTOR CII~C'UIT PROTECTOR e~R RA f~.fG T - L~- f.~~fTi~
RATING PER CONNECTED LOAD " ~ NORMALLY CLOSED PRESSURE SWITCH, L.~f~Tif~fG E*iT~.JR iRgf~T Ar~ Acs f~uT QTR
~ j VOLTAGE a RANSFORMER VI` OR PT ( ) OFEN ON INCREASING PRESSURE X - IiCATS I~CTRF: RiM F~fR fmIGH'~"if~G
CB SEPARATELY MOUNTED CIRCUIT BREAKER, SEE , FiTI.~ Sf-IEf.~L fPT:
ELECTRICAL QNE ~.INE DIAGRAM OR p i~J iCTS Cf CIJfT f R FROM 'A~.C~R i fCf~~iTfC~I~ f'
~ ~ ~ CURRENT TRANSFORMER CT NORMALLY OPEN LIMIT SWITCH, SCHED~,LE FOR DESCRIPTION ~ ) ~ ; GLOa~ ON REACf~ING LIMIT f L7CTS t~C~fTRCIL.f_if~~G ITCH (fF REfJiRF) ' i'~ft~T(CTRiC fR
Y GFP GROUND FAULT PROTECTION NORMALLY CLOSED LIMIT SWITCH X TC~GL 1fTGi~f
T f~f=TETO
OPEN ON REACHING LIMIT UTILITY WATT-HOUR METER PER UTILITY L3SC if~'TS: f~J CRfRT;
52 ~ - REQUIREMENTS i fCAT TYPE
MEDIUM VOLTAGE CIRCUIT BREAKER C~3F Sf~dGf* F~C~L. R/'C - RATS CC ~fATiCf~~
FIELD WIRING EXTERNAL TO CONTROL PANEL T~fRET- Y R CMff~AT1C~f~ RATS ~3F RfS FCI~R Aft F1RL~ TFMF~
FUSE, SIZE, AND NUMBER OF FUSES AS NOTED DMP aIGiTAL METERING PACKAGE f-fF' - TGGI.. S~`diTCFi, €~-iC~RSi~C1'R RATf~ R AR RiSR
X INTERLOCK, X INDICATES TYPE f ~ f~Y iTCf-'"~ FiXEEI
FUSED CUT{3UT, CURRENT RATING, FUSE SIZE, T"YP""S: T T f~1if.~i~ MC~TC~R STARTSR fTi-f Ti-fR f.. ~f. fw1T R i~EL.L.
AND NUMBER OF POLES AS NOTED RTM RUN TIME METER E ELECTRICAL f*' f~IfWC1" irif-fT'
-W FUSIBLE SWITCH, CURRENT RATING, FUSE SIZE, - MECHANICAL. ! LIGk~T i~AC~ff~F
ANa UANT#TY AS NOTED OFF K -KEY Y ff"~11CAT Ct~f~TRLLif~G 51~VfTGf'~ iF GL7fRRi;~ R f-f(~
GROUND HAND (AUTO ALARM FLA~i1fG LfGiT
NON-FUSED SWITCH, CURRENT RATING, AND _ XOO POS#TION SELECTOR SWITCH, MAINTAINED CONTACTS; SPECIAL--f~f~CS RCPTAf" AS Fff~~EC~ C P f~
NUMBER OF POLES AS NOTED ,i - UN.~S OTHERWISE NO ~ ED, Z POSITION SIMILAR ALARM BALL t~l~ FLAii`G LfGf~#T
- - OOX PLUG-f RECE~'TAL.E STf"~f', ~JAf~TIT'~ Af~~i~ f~Ci~iG MiiATlt~~f iT
DISCONNECT OR DRAWOUT CONNECTION LIGHTNING ARRESTER C ' _ RECEPTACLES AS t~TEf~ R SEGfFIEi~ A C?~f Aft if~G f~G~fT
NORMALLY OPEN PUSHBUTTON, MOMENTARY X N~1f'~~ATI~ fJffT
MAGNETIC MOTOR STARTER AND LOW VOLTAGE SURGE PROTECTIVE DEVICE A 0 T ' & SPa CONTAG UNLESS OTHERWISE NOTED T ELECCIM LfC~ffT[C~f">~S CLfTfn..ET ~fLJf~TfC~f C
A c~ A c~ SEPARATELY MOUNTED COMBINATION MAGNETIC 1 MOTOR STARTER NORMALLY CLOSED PUSHBUTTON, MOMENTARY fJSC fF'T:
B CONTACT UNLESS OTHERW#SE NOTED l~Af-f~4Jf~f~.EX f~ECETACL.E, T C ~3EM -EC7R CE - CEDE ALARM E~ R CCMMCf~~~ 3`~E P TE E~EVECE
ELECTRICAL CONNECTION
MOTOR CONTROLLER ANa X INDICATING LIGHT, X INDICATES LENS COLOR D c~ D SEPARATELY MOUNTED MOTOR CONTROLLER WITI3 f~'fRE ALAR f~E'~IC
SHORT CIRCUIT PROTECTION AND DISCONNECT f.~t~PL.E RECEPTACLE, _-R
NO ELECTRICAL CONNECTION PUSH TC3 T T I' T H N i OR OR ~ ES NDICA LNG LIG T, X I D GATES
_MOTOR STARTER AND CONTROLLER SUBSCRIPTS; LENS COLOR 3C SIML.E RECEPTACLE, RE A is--C3R
A _ MAGNETIC STARTER NEMA SIZE LENS COLORS:
SV OR SOLENOID VALVE S:JF~SCRii"'TS.
#3 - ST R T TYP ' R -RED Y -YELLOW A ER E X - i f~fCTE T'YF'E
NONE -FULL VOLTAGE NON-REVERSINi.~ FVNR G -GREEN W WHITE } _ - FCi - C FAST CI Ct~IT fNTRRUTER
FVR FULL VOLTAGE REVERSING B BLUE A AMBER X CONTROL/'REkAY COIL, X INDICATES TYPE, f i~fCTE iRCLfIT l~ f~ER F PANEL CARS ' E
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NOTIrS: f NOTES:
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2. CONTRACTOR SHALL SUBMIT PROPOSED SU SUS a~' C)i~ ~'C3 T!°3 FAR VA~LIJTIC3IV (1; l~A,'Y ~'C7 T~.? €~PV
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"I. COMBINED EQUIPMENT" LOADS PER 6" SPAN SHALL NOT EXCEED 500 LBS. 1. PROVIDE MINIMUM 3" CONCR`E COVER 1. PROVIDE EXPANDED STEEL PANELS ONLY Wi~EN NC ~ V ~
OVER ALL REINFtORCING
2. PROVIDE' GROUNDING FOR OUTC70R INTALLATIC3NS, 2, THE EXPANDED METAL PANELS SHALL. BE STAINLES . STAN, Tri_., 1~` 1,
WITH AN OPEN AREA OF 70 {NOMINAL),
3. MODULAR STRUT WIDTH: 1
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6. PROTECT SURFACES WITH DISSII+~ILAR MATERfALS.
7, REPAIR CUT E`Ni~S AND DAMAGED SURFACES,
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NOT TO SCE LE
PROI~ECT MANAGER MARY KNOBBY, PE , . - .rr-,.
DESIGNED S. QUIN, PE ~ ? ,
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~ „OJECT MANAGER MARY KNOBBY, PE
4 ~si33~rr A ~ ~ `P T ` r _ ~ A
DESIGNED M. SHULT~, PE ~,,tk ,
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COJPLING ~ ? OF Wlm~f WE t ADAPTER GUIDE ~ CAL 1~, v~1ELL,
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DESIGNED S. QUIN PE ~A r W 4
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UTILITY POLE MOUNTED TRANSFORMER
48V, 3PI"I, 4 SECONDARY
PROVIDE METER BRSE DISTRIBUTION PANELOAD NQP„
SERVICE CONQUITS ON POLE PER UT1I_ITY ~ RE UIREMENTS. ~ 48QV 3P 4W 100A LO 35 KAIC I GONOJCTORS BY LOCAL UTILITY. ~ >
I
l 1 2 ~ ~ ~ 1~~ M
I I I 100 AF 100 AF 100 A 1 O A, A _ v~ I1~"
I DMP 60 AT 40 AT 60 AT 6® AT I
V c ~ I 3P 3P 3P I r_~ ~ WH I I ~ ~ s ~ BUMPER J~J
10U I I I I ~ 4 1 1.
~ AF I I I I s 3 1
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I I I MOUNTED I _ SI* RATED L_®.____.__.~. ~.~.,_.U 60 1
SU 9 9 -
10 X00 1 -l" SERVICE
~ 6 10Y 1(~ 1 3 ~ 1-I'F EE`~RES C~1 aR1i ASS I~AI l.. t~~2
G 10Y SOY 10U 100 1
15 150 1
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I I STANDBY 2 151 1~Q 1
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I ~ I ATS 50KW I I 17 17 1
s s U 4$OV, 3PH, 4W I I 10Y 1 OA
I ® 25 2~0 1 L-_-.~.~~.~. I 1100 AF ~ PoLE
.100 AT 1G 25Y 250 1 I I '.t} n+, qy r#V~ry9~q/; FY+~., 3eV1i -sE yygg °y'~4 tf Pt
OY I 135 KAIC 0Y 3Q0 1 t WW WV E 2T ~ E~1#
SE RATEQ LP 20 2 ~ 120/2D8 0U 3D0 1
3PH, 4W 3~ 35~ 1 33p{/aye{~~3~ 3~} 'y~-~!' -l:F# t 4.f 4+'4/ 3F FF
Y 4 1 0
GENERATOR SIZING NOTEw 0 ~
~ 50Y 500 2 f2 yy .Y{jP /Vy .p dy" (y .$F .j¢ ry ®+$]3LFF L i3 YT' 257 S `f4 Ll E 49' i?#Y
" ~ ~ GENERATOR S1ZE =S BASED ON THE OPERATION OF ONLY CNE PUMP AT A TIME. 500 ~ 3 25 2503 m
SPD 1G u 1
2G - 1 1 _ _ r'`"
6G - ~ m a
M _ _ ~ F» P
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M ® ~
SCALE; NTS:~ 1
~
480 ; , s PEI2 MANUF, C . NEMA 3
f ,T ; ; 18 ! j: 98 SURFACE ~fIE
3 5 w e'tA); ~8 : uATi~3N: E{~UIPMENT RACK
TFa g °4Ft ER A; 15 8 YE5 ,J PER U'Pt~FL. SUS
_ . ' { 1 _ _ TIOAI , E , LTS ~ , , _ _ ~ ~UL~
12 12 12 1 .~r.. LTS AI _ cciiJ 20 1 A I ; a 1 jaF'? 2 i i E~4~I~lE ~ EIS EEEUTIVEI_'
12 12 12 314"' 3 GEN. A RY GCF~. 1,200 15 ~ B 20 1 786 CANO 'Y t ~ E LT. 4 12 12 12 3#" RIB UlE(~J HEPE
GROUND CLAMP 0
5 CNERAT(3 HEATIT x,500 ~ C 20 1 SPARE 6 EFFECTIVELY GROL 10 10 3r4 3p rIEI~'~' RE~7 c ~
7 2,500 1 A D 1 P:.F.~ 8 METALLIC WATtft ~ ----...,w.. - ~~IU TER I UC~I E~.EUt~ I~ `C~f
12 12 12 3d4" 9 GL iERAL Rf=GEPT. 180 15 1 8 .20..1 1,000 l _ rANEL 10 ~2 12 12 314," SIEU S IhIEIC,4~'E E MISER
11 " = = 20 1 C 20 1 SPAS 12 I~IURM.
NOTES:. - 'Y NOTESa I~~ EE ER
(GF} -GFCI BREAKER (CLASS A} LTS REC MECH MIC** SPARE ° ' ~ PHASE BALANCE REFER TO RISER DIAGRAM C~SPETIC~3.
(L} PROVIDE CLIP LOCK v, O LOAD (KVA} Oa9 0.4 5.0 2.2 8,5 208 Lll .-T-LINE VOLTS E A ~KVA~ 3 MISC I}EI~AN ~ICLUDES 25°!a HASP F~I~E E CI~"E ~'E E~1
,NI3 FACTOR 1.26 NEC 1.Ott 1.01 20°l0 - 24 t,~. :G ..::,.)AMPS E (KVA) 3 ~ OF LARGEST MOTOR KVA 1~3 ETI EC3E IC ~ G
- - N LOAp {KVA} 1.2 0.4 5.0 2.2 1.7 ~.5 2_~ r ~ _ E C (KVA} 3 FlN1FIED . ASE FIEF PE N... , ...~u., .,..~......._..uw~. u.,._.....~ ~k f
E > ~ Mfg ~5~.
~ ELBOA t}a [?P 1ETE C,~SEI~ ELETRE~E, 1,/'" c~ cal=~ Mils .
1 ,TALE: 480 E TIG {A): 100 ~ NEMA 3R
>i ~ 'a BARE COPPER C 3 _ MLO _ IINTN SURFACE
ti ~I 4~GNC ; 25 LOCATION; EOUIPPAENT RACK RING BURIEQ AT
r , , GRADE, SEE PL : ~ . NO ~ NO LOCATION. 4 r~ ~
CKT ntc ; C _ p t;~_... ~ ~ . T .
NO. [ C ITIO LTS _ _ " . ` LT$ a ' C. _~.s, t_ DE ~a~l
1 7,4'r. A 7,479 2
* * * * 3 PElMP 1 7,479 * 3 B 3 7,479....... PULP #2 4 * *
~2a HP} 7,47 c 7,479 (20 HP} ~ ~ I'VE
7 SPARE 20 1 A 200 200 2,500 0 8 1~1~1~1 I~JE~G SEIC~I~ EL RC31J1~11 ELE~'RIr3E EE~ PI~1SH-1 C3E.
9 SPARE 20 1 B 3 73cs 0 0 2,200 PANEL LP 10 * * C:(.)CC~kJ`C~ S SI~'EC~ S I~l[~I"ED C3 E EEI I~~,~M.
11 SPARE 20 1 C 0 180 2,500 i1 MINI PQ:-R ZONE 12 ALL TNC~S ~ C T~I~1S TIDE SRE~£~!lUI~U 'SYSTEM MAY ~ E RI"~U1REU CSR ~,~~A~.
13 SPARE 20 1 A 14
15 SPARI_ 20 1 F 3 SPU (NSS;~ 16 z a ,g~
17 SPARE 20 I 1 ~ C 1S a
NOTES: ( NOTES:
iGF} - GFCI BREAKER;CLASS A} LTS REC MECH h115C** 5 -'A..~ ' . _~i: ~L PI-#ASE BALANCE. * REFI~Ii TO RISER DiACRAI~
~L) PROVIG7E GLIP LOCK CONNECTEIO LOA~3 (KVA} (1.9 1;.4 49.9 2.2 53.4 480 LINE-TO-LINI* 4'C1LT5 PHASE A ~}fVA} 18 IV11SC I~EMANCI INCLUC3ES 25%
nEMANp FACTOR 1.25 ~ _ _ 1.00 1.00 20°/a 64 CONNECTED AMPS PHASE B KVA} 18 OF LARGEST MOTOR KVA
~3ESIGN LOAC3 (KVA} 1,2 0.4 49.9.....2,2 10.7 64.3 77 C}E51GN AMPS PHASE C KVA} 18
,
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TYPICAL CENTERED
12"
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NOTES: NOTE':; NOTES:
COMBINED EQUIPMENT LOADS PER 36" SPAN SHALL NOT EXCEED 500 LBS. 1. PROVIDE MINIMUM 3'° CONCRETE COVER 1. PROVIDE EXPANDED STEEL PANELS ONLY ~Nl-IE NO OVER ALL REfNFORCING
2. PROVIDE GROUNDING FOR OUTDOOR INSTALIHATIONS, 2. THE EXPANDED METAL PANELS SNALL BI:" TAINLES BL STAINLESS STEEL, 1 2" 1,
WITH AN OPEN AREA OF 70~ (.NOMINAL}, ~L}.
MDULAR STRUT WIDTH: ~
WELD EXPANDED STEEL PANEL TO INSIDE C1;NE ~ CNE EL ANGLE.
RACK. ASSEMBLY MATERIAL. STAINLESS STEEL,
4. BOLT STEEL ANGLES TO MODULAR STRUT. PROVID ~E~T, I~IE AI~I3ITE~7I~IAL STI~I~T EI,.~TE SPACE EVVTEIN PANELS. ,q
ANCHORS: STAINLESS STEEL, i/2" DIAMETER, a 1/2" EMBEDMENT. SECTIONS AS NEEDED TO PROVIDE ADEO?UATE SPAC
6. PROTECT SURFACES WITH D1551MIlAR MATERIALS.
7, REPAIR CUT ENDS AND DAMAGED SUR,~"ACES,
4
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I P~"~JECT MANAGER MARY KNOBBY, PE { _ _ ~ r
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DAPPLES AND STONE OUTLET. SEE DETAIL 5/(}8C-Oi r
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H SERVICE BI(R 3P ~P 2P 3P 3P 2 I I I I
I I I I 240 AF
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ATS I G 1140K 25 250 G. i J I - S{r~
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1 12 12 314 111 GENE L f ~t~EPT. 1! i ~ I E E 12 w - _ r SIZED E 1 C~1'U F~~? RISE DIt.
NOTES; NOTES;
{GF) -GFCI BREAKER {CLASS A) LO'S REC MECwE P~IC** SPA. ~ I 1 ]TH,, E E PHASE BALANCE * REFER TO RISER DIAGRAM I~C~~E EC71~ SEII~.
{L}PROVIDE CLIP LOCK CONNECTED LOAD {KVA} 0, 0.4 5.0 2.2 _ 8.5 ~ 208 LINE-TO-LINE VOLTS aE A {KVA) 3 MiSC DEMAND INCLUDES 25°/a Fill C7~.E la~°°EI TYPE DE~'It~
DEMAND FACTOR. 1.25 NEC 1.00 1.00 20'3~a 24 CONNECTED AMPS ''EASE B {KVA) 3 OF LARGEST MOTOR KVA II~~'Q~'1f~ TAI PIC
DESIGN LOAD (KVA) 1.2 0.4 5.0 2.2 1.7 10,5 29 DESIGN AMPS PHASE C {KVA} 3 FINISHED GRADE {ED ~~m~
2'
~ai~la>a ~:QI~~E~E EJ«~ASECJ EIuECTRQDE. 1,t2.,>
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d i - - v r rnr ` BARE COPPER COI' 3 ,1=- _ tvILO r19Gr~.__ SURFACE ~QE D tJ`~C~F~ r~UI~D
RING BURIED AT L 4+GND r 25 L~OC"o.:1'~: EUIPMEN7i~ACK iE L Dr> EE C~ EEIL.I EIE SLE
G DE. SEE PLAN M .a~M;... N NO LOCATION. SEA FGA iZE AID
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CKT - ~ I ~ CKT 1 D' I~ I P 119 P SET E.
r C. . ~ESGR4'~TIt3N LTS :W M~ ~ ,..a ® LTS w _ NQ. PALk - , . ~~a _ . QUID Q,
1 12,141 R 12,742: 2
* 3 PUMP #1 12742 3 3 12,742 PUMP #2 4 * *
5 (36 HP) 12,742 C 12,742 {36 HP} 6 U~1DI~1 Iw:I~ET~2E F;I~.IW DE I~EQ'~IDED I ,~DC~DCE C~I~D QD DRIVEN TD
' * 7 PANEL PP 0 0 0 500 * 2 A 200 200 2,50q _ 0 8 'fT 3EC~ SETIc~N 2E I,.,I~. Gf~NDIN E_ET tai" €E`LVY 1=°INISU C~}.
9 MiNi POWER LONE 0 18f1 0 0 B 3 736 0 ~ 0 2,200 PANEL LP 10 * CND~7S SIZED S INCIICTED N F'~V MISER Dl, I_E.~ MEiI-CADS F EIN~ E CI~C7UNDs~J 'SYS~El MAY N 8E
11 SPARE 20 1 C 0....180 25t7o 0 MfNE POWER ZONE 12 111 VII~D.
13 SPARE 20 1 A 14
15 SPARE 20 1 B 3 SPD (TVSS) 16 k * r ? ~.-r ~ a
17 SPARE 20 1 C i 18 , ~k _
NOTES: L{ NOTES:
{GF} -GFCI BREAKER (CLASS A) LTS REG P+1ECH MISC** SP~.:.~ T~.:x~. I PHASE BALANCE ° REFER TO RISER DIAGRAM
{L} PROM CLIP LOCK CONNECI°ED LOAD (KVA} 0.9 0.6 81.5 2.7 - 85.6 480 LINE-TaLINE VOLTS ~ ~iASE A (KVA) 29 M[SC DEMAND iNLIlDES 259'a
r DEMAND FACTOR 1.25 NEC 1.00 1.170. 20°l0 - 103 CONNECTED AMPS "k:;E B (KVA} 29 OF LARGEST MOTOR KVA DESIGN LOAD (KVA). 1.2 0.6 81.5 2.7 17.1 1(33,0 124 DESIGN AMPS ~ n~ C (KVA) 28
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PER DETAIL 4/04E-04.
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DATE DESCRIPTION
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NOTES:
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NOTES:
(GF) - GFC1 BREAKER (CLASS A)
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REFER TO RISER DIAGRAM
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0.0
1.1
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PHASE B (KVA)
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~ NOTE': 1'.LL ` TE+,'.:°.LS AND FASTENEC 5 SHALL 316 SS° P ~ NOTI:.S 5 -G BEYOND
~ ~ w TOE OF SLOPE
a. ' , f ~1 ~ 1. FOR USE ON r~ 1 ` 1 ~i4 . 6 ~ j ~~~~--++~~yp ~°°~~++EE kkpp°°~~p pp--~~gg°°++°°7~--rr,,++yy pp~~;; pprp ryry ~~yy ~~ggyy~~ q ~-q ,g ' _ J€~::.. Jr[_t..r6~k4si"1TI~~ C~,:..Lf FILE F°d,3 LJ222y VVx €'~Ld IV"'1". ~~EEppyy
. I ~ SEE SPECIFIC NOT TO SCALE r ~ T t'~&L/T 9 tw.r-ate
f U , _ ~ ~ T
6", MIN
NOTE: ALL. MATERIALS AND FAST~.NERS SHALL BE 316 SS. ~ ~ ) NOT TO SCALE ~_~!.~._.~.W..~`., 3'-~" MIN. 3~~} OOH
IL!-ry8s M/1Xs~M r 11-,Fy BP
VARIES 2' MIN. BETWEEN SPACERS MIN. 4! ! ,P PLUG
-a MAX j ;
TYP BOTH LEGS ~
``-.....w"" i} ~ T
t ',~:ir,T~: s T Ti
, i • ~
ADJUST L3x3x3/ TO ~ . MAINTAIN TOP LEG 1, ~ _ t ~ g f i
' NOTCH ANGLE NORMAL TO PIPE ~
TO CLEAR CARRIER PIPE THRI=E CASING SPACERS ~ ~ 4
BOLTS AS PER PIPE JOINT AS REQUIRED STEEL CASING
i REQUIRED TO MEET MAXIMUM SPACING PIPE
3 4" EPOXY ADHESIVE
ANCHORS TYPICAL CASING SPACERS SHALL BE ' SPACED A MAXIMUM OF 1'_644 T
3/16 2 TyP FROM EACH SIDE OF JOINT
_ 3/16 2 CASING END PLUGS r
~ ~ " T. SST T
1. CASING SHALL BE PLUGGED ON BOTH ENDS BEFORE BACI~FILLING. PLUGS SHALL,. CONSIST
~ OF MINIMUM OF 1 LINEAR FOOT OF LOW STRENGTH GROUT (1,50G PSI MIN}.
_ _ PROVIDE SIX-1 2P' DIA'.'E°1T:R WEEP HOLES CP, `~OWNSIOPE SIDE OF CASING, x' _ :
- - - ~ r1 .1
~ ® } _ x q _ . I ~ t e i ' '
OT TO SCI!" .
Nei SCALE n e Prr.. x.......
I PROJECT MANAGER MARY KN05BY, PE . -...°..M...u.._~. ~T~ : rr. ~
- , DESIGNED M. SHULT2, PE `®~tt;t'c~~rrtrrrrrf l • r
CHECKED A. BERKELEY ~,..4dP (,,A., 1 { a ~yC C+r r , , r ~"r S r c ; ti s " DRAWN J. POWERS = ' t `
_ _m.~~ M ~i ~ W ~ A
_a A
_ e _ k ~
,mo
- , 9
A 1/2011 FINAL DESIGN-NOT RELE, 5~:~ FC , CCn~STR#JCTION Errltr tttttt '
.1_ 1,2g.~~t ~~s.~ or; SUE I DATE I I~ESCR"'IiON ?RflJLt;I" .I 4 ~eua000GU1057

~ ~ ~
l ~`r,,,~, ,
r w, r
~._..._,M,._,.m..~M. , ~~..u r~ ~
_ _ ~ n ~ `t
~ ~ `t
S 3 s p ~ ~
} ~
~ ~
~ ~ ~
, i
I f ~ a
s ~ E ~~j`'~:C ~ k~ ? T t ~ f
~y;~ i FLANGED S ~ S
k _ f w W.__.._ BLIND FLANGE
7 2 z`~ ®'i
45' RJ FITTING ~ ~
AS RE U1RED ~ I ~ Q ) c~
' j USE GROUT TO FORM{ ~ ~ T ~ u_ 's Aa
I INVERT' ANf~ BENCH ~ 1
TO DIRECT FLOW DOWNSTREAM
~ k y P~
FORCE MAEN E
~g
' ~ ` STAINLESS USE GROUT TO FORM ~
INVERT AND BENCH ~ °,_~_~a_W._. _.._.a. ~ ~ STEEL STRAPS TO DIRECT FLOW DOWNSTREAM ~ I ~TYP~ g~~ IjF
9D FLANGEQ ~ ~
BASE FITTING a r
I i ~ ( r
$ 3
{ t ' r 2 ~ .,d ~ s 7 I t _ 7 ,fpp ~mm
i I, ~ Y1SEJ1 I~ ~ll~ ~3"~3, ~ ~ti I
~f34/87a ,~~,~LE I~¢BN FITTING i ' '
' I (AS REQUIRED) ; ~~n~~~;~ ~,w . ..~~_.._F.. m~,
~ _ ~ I GKEO I .a FkL
' ~ =ors ~ , > ~ 1' Y LN(~l'`af
„ F, .~~,_.E,, _ ~
OPTION 2 PT 1 NOTES:
1. ALL PIPE AND FITTINGS SIZE SHALL MATCH PROPOSED FORCE MAIN, ALL BOLTS, NUTS, AND FASTENERS SHALL. EE STAI#''ILESS STEEL. 2 RINGS OF 3°' REINFORCEMENT ~ ~ .
PROVIDE WATERTIGHT SEAL BETWEEN MANHOLE "HALL AND PIPE USING LINK-SEAL. BAR AS SHOWN
w ~ +'1 1= , ~ 9 ~
~ ~c ~
c ~ ~
i ~ ~ 'ate o.® m' i .u a 4. U is. i J ~ ~t F ~ d .o , ~
Iv"~T TO SCALE -0~o°`~ °`°~°F z ~ I- ~
~ d
~ ~ 3>
DEEP SEAL _
. SEWER P--TRAP ~ ¢ , o t~ a
o air. ~
CONCRETE ~b
ENCASED a r Q ~ 8 n 0.0. I' ~ r
pF a
f " C~iA,.
1 I,A.
a J a 60" MIN NOT TO SCALE ~ )
~
SANITARY SEWER_ 1 ~ ~ ?
FLANGED PIPE MANHOLE TEE AND ,p
ND GE 10 4 B F /2 {3
/ -H
~v tl SAND FILL , 3,000 ~r c.
_ ~ n ~ c~
l v _
GROUND
~ _ _..~.r.
~ ANVIL FIG, 2G4 OR a . ~ ,t
w APPROVED EQUAL x s a
STAINLESS ~ ~ 4" GALV, STD. PIPE ';~r i ,•~l i v ' ~ °~i Eiji; f~
STEEL STRAPS w ~r x r~1< ; ~/r~'~.;~,%~ . ~"~'/~~r<\! i i~.; f~,, r;
2 REQUIRED {TYP}
d " rti ~4 ~
1 f4 2
90' FLANGED EPOXY ANCHORS (DRILLED
I I & SET IN B"' EPOXY) 1 2" GRAV1Tl' SEWER BASE FTTNG, T/CONC. SLAB
} g ~ yg~-
~F ~ V f S„ MIN. rr 1 NON-SHRINK GROUP ,r~ E, 27 DIA. / 1
GAIrV. STEEL SHIMS
AS REQ'D °E$,
EQ. . , -
FORM FULL DEPTH NOTES ~ ~ _
CONCRETE CHANNEL ® 3
1. TOTAL WEIGHT OF PROTECTIVE RING IS 115 LBg
~ NOTE. MANHOLE SHALL MEET ALL TIME REQUIREMENTS r, ~ SHOWN N THE DETAIL FQR THE STANDARD PRECAST GALV. BASE PL 5/5x9 S, f,
2. TEXT TO READ WATER WHEN USED ON POTAB h; ~CLE AND LISTED 1N SPECIFIC. TIO CTION D15. S..Bkak i-VP'al..Jl.... tlY! L V' ~VC«.. y i ~r ~ r...~1 I ~ x s
a « q
~ r R~
i NOS _E OT TO `GALE r NOe f ~ ~L V
PROJECT 1~ANA".~,\ `:'.".-2Y KNOBY, PE
DESIGNED M. SHULT, PE ,ie+~4/t~rt+~~ra a ~
r _ " r
' CHECKED A. BERKELEY , < .1 . , fr _ f , ' : ~ a
~ DRAWN ,J. POWERS ~ ` tea`` - r. r ~ _.a ~ - r s
m
---~.w_.~- ~...,..~~w....._____. w .8 w Q CY ~ t ~ r
n ____m ..w...,._._..__..___ ' y~~y,~,` t Inc.
/4
E A 1 2011 FINAL DESIGN-NOT RELEASED FOR CONSTRUCTION r'te', i"~"`` r . .-a w c i 1
~ N.' IS_ a I C TE I UI;SCRIPTfON PROJECT NU.:, R~,.0"0~00.:~,.~0~~
M

~ J
GATE I.~E IT ~'A IE NG
. CHAIN I_!I FABRIC
STANDARD MANHOLE GAP GAP
FRAME AND COVER VENTED PRECAST FLAT SLAB TOP ( ) v TOP RAIL EI.~ EIm. A~ CINTE, Tl'F'® CFET GE
~ TERMINAL POST I POST NON-SHRINK GROIN RING ~ L NE
~ (AT CORNERS AROUND CASTING ~ ~ - AND ENDS ~ - EIERENC~'
} CHAIN LINK FABRIC ~ SEE SPECS FOR ~ t~NTACT SIGN
~ - ca ~
STRETCHER MESH AND SELVAGE I }
" BAR r ~ ~ ~ i
~ POST - ~ p '
_ ' ~ ~ TRIG RCI~
I~~[y VALVE SEE BRACING TRUSS ROD , A°° , N ~ F R GATES
SPECIFICATION SECTION 151 ~ 4 ~ ; STRETCHER BAR ICE THAN '
BANDS ~ FLANGED GATE 'ter ~ ~ GATE f~{~BT, TY .
~ TENSION WIRE VALVE ~ „ L~yC?CI~II~G /"M~. 1,G" g.C~. f ~ SEE CHEI~E...E
IN N E ~ 13L D FLA G ~ Lk 14r k IYi y F- . F JJ E t<.7 L,i s {j~ f '4 C:~ € ~ 'a
WITH ` , STAINLESS STET=L GI Glt THREADED TAP f ~
NIPPLE WITH a ~ i~I;; ~3~:, PADLOCK HC7LE
THREADED FLANGE MANHOLE I d. i - ~ a I~ ~ SEE ETA4L _ i d TURNBUCKLE
FLANGED TEE a ~;~~w L al
SIZE TO MATCH ; , ~ 1 /08C_-01 1 FORGE MAIN ~ ~ w GONG. FOOTING
OULET SHALL I3E 4 - i~ ~ BTU
r I I ~ I. Q 1.- TER T ~ , TY, '~'~i
a , m
8 THICK, 18 :~;IY_ S ~ /1 I 1 „ n`..1 ~ , 1 DIA. I 12 DIA.
3,(3OQ PSI OF GRANULAR BEDDING ~ ~ to CONCRETE FOOTING 1 ~ ;
l t.. . a 9 t, _._._e_ ~ _ .~r,.v.m.,_._._v r ~t k: ~ ig~~,ii ~ ~
GENERAL OTE 9e r • ° . . ~ 1° s. ~ I ~ er: CLEARANCE. ~ #
I N S SHA BE ST NLESS STEEL OR EPOXY LINED DIP. ~ f- 1. ALL PIPE AND F TTI G L.L AI a ~ j 1. SEc SPECIFICATION SECTION tJ2444 FOR ADITIQNAL REQUIREMENTS. 2" IN., IX. t~ C. FCOTIN i~ ~s GRUEL CHAD,
a, Y
e a R f~ t EI~BEDDE 1" DIA. GAL'S. SITE t~t,. ~3 N i E r} 7T1~~ [-33'~€T „3T~Cl L., ~I#~ f4~~ ilf ki•1
A.,v... . RIN~3 AND ,OVER r. Y L . ~ : ~ , t 2 ~ :
1 INSTALL STEEL REINFORCED COPOLYMER POLYPROPYLENE STEPS, SPACED SEE DERAIL » NOT TO SCALE
16 O.C., CENTER ON HATCH OPENING, /08G-01 OF VAULT IAN CI-IE LE C
VENT PIPE WITH F GED DIP RETURN BEND WITH STAINLESS STEEL T " ,
INSECT SCREEN, VENT PIPE SHALL BE EPOXY LINED DIP OR 316 .
STAINLESS STEEL WITH 1/4" WALL THICKNESS 1. EII~GLE L F GATES TC~ BE
_ ~ .a..~.e , { I"CIRCEI~ 'SIP>~ILAR TC} ~ SPA ' T C.. 'GT GC~I~C. C)TEI~#G
~ DC~G ING GATE {~ETI~..
.:a ~ . ~ .J, : J. ~ ~f, T FT
NOT TO SC; ,~E PRESSURE GAUGE RvIDE y TI"- cNTAT ~ ITH
{MOUNT VERTICALS ~-~H~R GENC'~ TELEH~IE ER, T . ~A.
OST SPA(,ING 1, 6 DIA, TC~ I~,~t~I.~NTEC~ ~E GATE ITH
{1 MAXj WOOD ON APPLICATIONS WHERE , TINLES'S T ~ . t~C}RDINATE THE ER ~ ' ~
PRESSURE SWITCHES ARE POSTS (TYP.) c TEST N THE SIGN ITH THE .
PRESENT UTILIZE TEE PRESSURE I ' TRANSMITTER
INSTALL DOWNSTREAM OF '
PULSATION DAMPER ~ ~ W_.....w~,....,. m , ~ NC~T TC~ SCALE
~ ~ STAINLESS ~
STEEL PIPE ~ Cllxsll . I
~ ~ ' WIRE .w~ I MESH {/TYP
~ 4 j Y DIAPHRAGM SEAL
f wh
r , I UNION ~ ~ - .
II ~I
I II ~ ,
II I ~ ~ ~'2 NEEDLE VALVE
I
~/2" STAINLESS STEEL POPE
ta. . r_ .a..
PIPE SADDLE WITH BUSHING ~ r ~ = t ~ ' 91
ANNULAR LINK-SEAL NOT f0 SCALE f PROVIDE SINGLE ROW 1 » / r 1
~ .
OF SEALS FOR PIPES r ` - ~ ,ti ~ FIDE- A GAT IT 1 IA. ~ ~3G GALVANIZED STEEL TG ING
~ a LESS THAN 16" DIA. ~ ' `I I~IECT INSC1 TED
PROVIDE DOUBLE ROW PIPE THRU o- ~ NOT TO SCALE OF SEALS FOR PIPES DC7ED--- T CAP PC?ST, TYP. ,/1 STEEL CHA ACHE IRE TJ CH
t/ FIVE-8AR GATE WITH 1 5 8" DIA, WALL OR FLOOR 16 DIA AND LARGER. ~ Tt~ I~'CST, #~A€~LI T ELECTRIFIED DE
~'}s 16 GAUGE GALVANIZED STEEL THE fTY F GSTC3N3 STE ~ ~JSI SPLIT
TUBING STD WT STL PIPE , ~3C3LT
SLEEVE, GALV AFTER k.,• 5/16" STEEL CHAN ATTACHED CONNECT EXISTING ~ ~ ~ ~
FABRICATION ~ ~ ` ' 3 1 pOMED-TOP TO PEST, PADLOCK KEYED TO POST, TYP. THE CITY O GASTONIA'S MASTER ~ T ~ IG SIRE
4j 1 ' FASTER TICaI~ITENER, GRIF'PL~., AND ~ ~ ~ RAID-RC7EN1~ ITT ~
ANNULAR SEAL ~ k ~ SL,~TC~R, TIGHTEN T
3 i 2 LESS F TENSIt~ ~ ,
_ PIPE THRU WALL t 1 o 4 ND CI`~NECT INSI~I~ATE i~ .IRE TC,~ ELECTRIFIED
OR FLOOR
1. POSIfON GAl ;'C:~:TIC)11 GATE IN t~PI~L ~NlRE CSENG A SPLIT BOLT
AS RECOMMENDED ; ° ~ WALL SLEEVE _ _ T , FENCE SO I FENCE SC7 THAT THE ~
BY ANNULAR SEAL ~ ~ CENTER OF " ~ ~a CENTER CF TI-IE GATE ~ ' ~ 3} o ~
a. IS DIRECTLY MANUFACTURER A ~ ~ ~ ~ A Sf - 1 tt I @ S f 5 If p ~ % TH 4..t N t IS C~IRECTI._'f C)VE C31A. x~C'~ ~'ESSI~RE Q THE CENTERLfNE C}F TREATER POST, TY
8 DfA, x _p 5,/8 THREADED BOLT. HINGES THE NEW PIF THE ~ ~ T°~R CLT. I~IINGES ~
T 4 to PI I; ~ I PRESSURE TREATED BOLTED THROUGH PAST € BOLTED TH sT . , .a
AS rC0~1MENDED ~ 1 f . I I POST, TYP. T BY A, ~ ~LAR ~ 11 11 ~ ~ 1811 DIA. x 3'-6" DEEP ~
„ 1 f 4x3 STEEL R _ , ? SEAL FR ~ ` CONCRETE FOOTING, TYP. E„ CONCRETE rC3C3Tll`J TY'. w
. , SEEP RING 1~,
- $1 INTERIOR, DRY ' BURIED, WET OR 4 THICK GRAVEL BEDDING, TYP. n ° THICK GRAVEL BE DING, T~'R.
NOTE; TYPICAL PENETRATION OF BURIED DIP 1 ~fl ~ IJE INGL..E I~ ALL
TH UGH CONCRETE PRECAST STRUCTURE UNLESS OR TOP SIDE 1, BOTTOM SIDE ~ RO T~ TYP. OT! EF. RISE I~ :'CATEDe I St~l._ATEI~ I E INSIDE 1 SCH C~ PVC
C~C~~3DIJIT> IIN.
Jj t
V~
NOT TO SCALE h.JT TO S{ E ~ _ , r N °~T TC~ _SCALE
r
f;;OJECT ' . , - E ' ' CRY KNOBBY, E 4,
DESIGNED SHLTZ, PE ,~1ltlilliJ11191 f
ti>~° G~~!" 'sir *t , CHECKED A, BERKELEY ~ r
' ,
a DRAWN POWERS 'E
_ _ ; w ~ _ _
-°~r~
' sl a j
`_'j* u FIL NA E C C-C3.g .a T
r C 9ri1 11111i1r~ a A 1 /Z411 FINAL DESIGN NOT REL.EA.dED FOR GONSTRUGTION -_»r
~ ~SUL I C•11E I DESCRIPTION `DJ~.CT :U. "'ICOO(.. QOOi'12~,~„ SC ',LE ~ C)TED
a~u S ur ~ i ~ ~ ,

1 ~
WALL VARIES 12~t 5g~09, T Ll~ IP~U
~~d~" T
EXTEND BEYOND
WALL AS REQUIRED 3Jill7W E.+7 +~,+x3~~I ~~4y3yEE(~7..yy7 rgqti},~f~I~C A`a `t}of
FOR INSERTING ~
BOLTS BURIED
~r DIP GENERATOR ~ ~ ~c 4 ~ r-- r,
6 MIN _f
ALL SIDES ifl~l I~t;t ~ e i
END i I ! li n s
CONNECTION ~ ~ j ~ 1/ C~I~, [ ~ If'€ iltE€ i
AS SPECIFIED _ _ _ _ _ ~ _ i _ ~ AL i-I-I--1 ~ t I^-i„`I -I
I FINISHED 3 4' ,3 GRADE i f
1 Lt
INTERIOR OF ~ ~ f ~ r _ ,
STRUCTURE , . i! -y# } $i
d ~ JOINT TYPE AS SPEC#FIED ~ ~5 BAR C~
' WATERSTOP ANGI-1~7R ON DRAWING OR IN 6" L;:YER OF ..u,~,` SLAB Sr~ACING ti FLANGE SPECIFICATIONS
CO~IPAGTED BEND AS SHOWN} 5 BARS
GRANULAR - BARS O.G.E. NOTE: TYPICAL PENETRATION OF BURIED DEP THROUGH CONCRETE BEDDING CONTINUOUS
( } CAST-fN~-PLACE '~~"~`UGTUI::~ i~LESS OTHERWISE iNC~IGATED> _ , . , , , f
4JV4JiV f"l§....

.ar ~ _ 2 ~i n Tl F..~ W
NOT TO SCALE TO SG ' ~ _
Y
..EXISTING MIN. 2" BIT. CON~"F:ETE
PAVEMENT SURFACE GOUT 'SE NOTES BLIND DIA HEAVY 'DU'TY LID
E. M.~,M.m ~ .w ~_n,~, FLANGE WITH SS BOLT;, C~UAZITE
. 1. ALL PIPE SHALL E EPOXY MODEL PR270( ;00 OR EQUAL, { it§at. a~~d. p~~s+~t{'^ k rµ~ yy~ Fµ.~l4~,~ ~f.~~kr ~3m^3{3,.+'4'
LINED RESTRAINED JOINT THE WORD "SE'" WRY SHALL BE ~ DUCTILE. IRON PIP CLA 4f3 9 EX§ t{~'i. i 1..31... iAltW
f I % , _.,~__w_ ~.,~.,,,.,.u.
~ ~
MINk 4~ ASPHALTIC ~ ' . ~ ~ EXISTING BASE x a
BASE COURSE I1 COURSE ° ~ ~ 24 DIA METER BOX 8f t f ; ~ w
6 AGGREGATE BASE ~ I UA~ITE MODEL `r ~ U i -C~~
COURSE ~ ~ ~ ~ CAREFULLY PR2732BA36 OR EQUAL 2 DIA> GATE VALVE :Al~ f,
GOMWACTED BACFILL MIN MIN - ~ _ ~ ...~.4"' THICK
TREtiGH
CONCRETE BLOCK o, WIPE ...FORGE Ji ~r
I MAIN i ~

NOTES: GRANULAR BEDDING , , AND BAGKFILI. . 1 ~
1, EXISTIf a PAVEMENT SHALL BE GUT TH A SAVV. e
~ _ , ~0' J FITTING t ` ~ ~ , ~ ,

1 `
- TEE
:IOT TO SC.
~L® , - L~
,
- -,t~I I_ ~ a ,
DOGHOUSE STYLE . ~ ; :G~ TO SCALE OWENING TQ FIT ° ,INSTALL STRIP-TYPE WATERSTOP
PIPE OUTSIDE AROUND THE QENING OF THE
DIAMETER WLUS ° ~ EXISTING . ~ ~
SEWER PIPE ` . MANHOLE AfvD AROUND THE PIPE PRIOR TO INSTALLING THE
~ GROUT
' C ,
.j ~ ~ SEAL ALL JOINTS WITH ~ .
WATER PROOFING SEALENT
l A / f ~a
p~l ~aa ~ .
! ACCESS ROAD
N WROI~OSED VARIES
' . . us SEWER f'3WE 9
r~-~.~ VARIES 4 VARIES VARIES ~ VARIES Y _J ~-wmr~w~ 1 V VA~I~
'.GRADE TO GRADE TO k~ 1~
FLEXIBLE .EXISTING _ EXISTING XIS`l~J
OPENING AROUND PIPE TO MIN OF COMPACTED PIPE CONNECTION ~ ~ r ~ ~ 4 FT, 1 4 FT.
BE FILLED WITH NON-5 ~ GROUT ~ I I I ~7 OR e~ STONE : ~ ~ , p ~ ~ / /FT. AKE JOINT WATERPROOF. 3:1
(MAX} ~'~~,\,,r a ~,f~,f.~ , (MAX,
GENERAL NOTES / 1' / / r` ' • ~ t r
1, CONTRACTOR IS I~ESPONSIBLE FOR WRTEGTING AND SUPPORTING THE EXISTING SEWER PIWE AND 4\~`1~' ~f~`~,~`~~``r,~~;~;a,~~~~'~ `~'~~,~'~f~ 4 f'` ~~`~,~~`~,~°o!a~,°~f''~./'y\~,~.~~f ,/c, ~
MAINTAINING 'SERVICE DURING CONSTRUCTION OF THE MANHOLE AT NO ADDITIONAL COST. IN. 6" GA"`~D AGGREGATE BASE , t BAS z y~
( } COURSE CC' ]ACTED . CONTRACTOR TO CONSTRUCT INVERT PER STANDARD MANHOLE DETAIL. ROADBED GEOTEXTILE SHALL BE USED
UNDER THE GOPAC ED STONE LAYER CONTROLLED FILL {SUGRADE} T A,C~E}
3. FOR MANGLE WALL SECTIONS AND TOP REFER TO STANDARD MANHOLE DETAIL. IN ALL AREAS. CROWNED SAME AS FINAL SURFACE I~F~F
4. SEE SI'EGIFICATION SECTION 03002. ~ 'gym r, ~ ~ ~ ` _r' °
NOT TO S,';:.E
KEY NOTES
~ t POUR BASE SLAB UNDER EXISTING SEWER. REINFORCE WITH 5 REBAR C~ 12" EACH WAY, CENTER Ih SLAB, CONTRETE COMPRESSIVE STRENGTH SHALL BE 5,004 PSI,
~ L ' 6
r NOT TO S _E ~ 1 n
N n r ~
PRA ..CT I ,P' _ m~' MARY 'JSBY, , ..._.__...___.r_.~.~ _ I ~
4 4 DESIGNED M. SHULT~, PE ,~~+i4~u+++rj _ _ 1
~[S~ ~x t, ~ f r
CHECKED R, BERKELEY
DRAWN J, WOWERS : ' , ' ~ ~ 1 .
M ~ ~ ~ ~ t q
,a O ~ o a p,~
l
w C gj~T, C4 ~'ti
T „ELE..SED FOR CONSTRUCTION a-"I}Iwt~` A x/2011 FINAL DESIGN I O r~ 4
N.c ~.S,LIo ,.;5.,~. I ®T® ~ ~~SUI.., P:`OJEGT `'.U.;;.._'i~ ~"00400u12057 ~,E
, g

~

AIDE
~.-,,,.t,, ~-1 [ ti ,~~,t • r
.i ,I~;, r~ ~l
BIT STIU BOAT
I j I1~~ETE: :BOO PS EEUG, 'SALVE U EDUCE
SIPHON , ~ f ,f ~ s I ti ~
,AK d ~ r ~ t'r
~y t 1 L. r TOP OI-
_.a _ ~ _
GROUND SLAB
LINE ~ ~ ~ ~
~ ~ ~ ~ .
y ~ ,f 1j,~fj~l ~ ; fit', , , s ~ i~
iA ~ 'A~= ~ / ti °°-v_~....----~--,arc--~._~ ,-----~-~.,.ul
~ ~ 4
~ w et ~ ' ~ l ~
2 x2 x6 THICK \ _ , , ~ ~ CONCRETE PAD " . . . fEE
~ .,,f ~ / y ~
3 LONG / ,l ~ ' ~ ~ fr . f' ~f,fi~/ it IF~E ~
, r ! ~ r NIPPLE y_, ~ / OIA ETEF~
NOTE ~ ~ ~ y r
,a
VALVE HOUSING
BELOW FROST LINE SUPPLY f,
LINE t
CF 1/2" QI~RED _~l~CI~ETE BLOCKS
DRAIN ROCK NOTE; 4 98 i y 3
.UNDISTURBED EARTH
~ •NON-FREEZE POST TYPE.
2. HOSE '"'"HALL ACCO ORATE STANDARD NOTES M T
Gr_ _;~.N HOSE, THESE DI~MILS ARE FOR 84TH VERTICALLY & ®RIZ4NTALLY LAID PIPE. 1. CCCETE A CI~OF~ TC~ E USED
. POURED IN PLACE CONCRETE SHALL E 3444 PSI. Fn~'+L iipp^^--~ }y[~~~g +~+gg~~aa~~ g1¢y~gq cf Ct~^'a~tpa. q~.Fy~~TT[3~ f~~j'~ ~~i° t~~Jy
3> MATCH DRAIN PORT SIZE PROVIDED BY 3. LEAVE JOINTS CLEAR OF CONCRETE FOR EASY ACCESS, %.P+ 5-. EFJ l i..+it ! SAV 3 \ yyL„~-td.3~pµ?~V d{`4~~y ~p3 *~J1p ppW py~~ ya~^JT>ii~1y.~T~p ~AVy {yYY^yJp¢ Fp~~itp~T
MANUFACTURER. Y P ED ROU D F( . 4 POLYELTH LENE SHALL E WRAP A N TTINGS 9 i~t~j 4P1"yyi l~yVq wear tpw!~~Vgg#gTgy 4.. rya jf.^..¢.[?gpyggV,y~.i»EtWYw/GX
. TABLE SSUMES A MAX. WATER PRESSURE OF 154 PSI. . a ar ,ww r - , ar ~ u
r_', ' ~I 1 ~y #}g(~, !Rt P Fti,Fi F LI FvL.i y.
, 9 ESU 'V 1'c~A
NTS BEARING AREA OF THRUST BLOCK IN SQUARE FEET d~
4~
FITT°NG 94' 45° ~ ' 11 ° TEE PLUG OR
S w~. FITTING FITTING FITTING FITTING FITTING CAP
4" 2.5 1.5 1,O 104 2.Q 2, q V411 "+E1E»TLW.• 4}bJ 41 8 s„f~ °Et
. of ~
.0 3.4 1.5 1,4 .4 4.{3 GENERAL NOTES ~y`}

9.4 5.0 .~,0 1.5 8.4 GREEN :J~ I 1. MARKERS SHALL. BE CARSONITE TYPE FITTIf'~C VOLU CI" iCOk~ LOCK [ CUBIC I~C3
BACKGROUND CUM-375 OR APPROVED EQUAL. MARKERS ~I 1 .4 .4 4 12.4 12.4
SHALL. BE PIGMENTED WITH U.V, RESISTANT 4 16.0 ~ 2. • ~ ~
RESINS OR COATED WI1H CLEAR UV WHITE LETTERS ~ RESISTANT COATING, ~ .
~ ~ GREEN LETTERS 2, DE,~ALS SHALL BE AS SHOWN AND
I , . PROVIDED ON U,V. RESISTANT BACKING NTS
WHITE WITH TEXT CONFORMING TO THE FEDERAL ,
BACKGROUND OFFICE OF PIPELINE SAFETY STANDARDS AND DENOTING THE STANDARI.~ NO-DIG ~ .
~FqR : SYMBOL. PHONE NUMBER TO q~G~wNG - - - - - - -,ti
BE DETERMINED ° T ss- ,aa MARKERS SHALL EXTEND 4-FEET ABOVE
DURING SHOP GRADE. / f3
DRAWING PROCESS .Cl''Y OF { ,TS _____r
' ~ STOMA 4, MARKERS SHALL BE INSTALLED WITH
GREEN LETTERS MANUFACTURER'S APPROVED MARKER
DRIVER, BURIED DEPTH SMALL E Z4" MINIMUM FOR LOOSE, SANDY, OR LEITI-I l~'E C~ CI~~ SIDE OE F1TTIB 0 VALVE T~-fAT UST E3E EST AIDE
' e a~ MARSHY SOILS AND 1" MINIMUM FOR
~~~ti/~ LARD OR ROCKY SURFACES. 1 3 1 ! 3 i, ~,J®
SIDE .I..~ III ~ TE A~. EI~UE I~"I ICI I"`1TTI G 1=TT1C A~#CI~ CAE'
1 1 2" 5. MARKERS SHALL BE INSTALLED AT
LOCATIONS INDICATED ON THE DRAWINGS, 9i fi
OR AS DIRECTED BY THE OWNER. fe : ~~JJ qp~g .rte. ~~s9 ;smog

2 BULB TYPE
POP RIVETS PER
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ELSTI~AIEO JCI1T ~'IEE C3 ALL JCIh~TS '4`~lITE11 LTF SECIEI C~ ~
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PFDJECT MANAGER' ° IARY NOSI3Y PE
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3 ~ n ~r.ra C' ~ uESG;,IPTIO . ROJECT NUBE~'1400444444124567 CL i a.a.a v... :

Ff~RAL FRC~Si ~J ~ R~L T
DRY DRAINAGE U TRt~L STC~~1F UlTRAUTUR RF'C~1 L.: A TA1Ih~C~ ALL FRt~SIH S TR~7L ASURS
DITCH CHECK DAN! kSTLL~3 F TH FULL UAT3f~i F TH1 Cc~ AST,
i STRUCTURAL STH
. ALL SUH GC}ITR ASURHS SHALL UUFC? T S CdFiCAT6C}S~
II ' S~ q
I I ~r Q - eC, Gs ~ s , _ .m T,. . ~~JT HI'F .ALL LIES STURHHU LUAT UUIG SST UTH UST
l I RUSTA ILIUL~ THE C~HTR TOR. STALL A T'R11~C~RAR €TH L R F BUT R
I ~ ~ ~ ~ FL€~ GHUTHTILF: FART' THU U~TCH t~TT ABU SUE SLC7 S.
1 11 ~ ~ - . ~.J 4-, 1L F~ c~~'UTI~ UST 3ISTALL A C~UI E~CST~HG ~~JL SAS SHt~ C~h~ THS
GRAU~H UR(~€A A RSI CULT UL [S.
~ .C i ~
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~ ~ ~ GAGE x 14 GAGE
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FILTER FABRIC w L ' 1.5 MIN, ,r~~ C)F T CEO C~C3 ~4 Y ~A kU~F3 T~1~IT~`, RAY ~,PJ ,CEIA,~`~'
SEE NaTE 1 ~ 1 ~>9 ` :I~ARCA`~F. THE: LIMITS THS C~IS'CU AiC fiTH ST'AS, R t~lS, R THRR
~4 1'_ I?~ ' ~,P IT EARS. r,, ~*~i
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NOTES. ti >~,,.4i 'f~\/Jr\~~1~ ,f~t~\'Ji~ `f `~'j~'~`\~i ~ C . hag/~~ ~~~°a e~ ~ UE~IARSATE LATI of ~ ~ AcTEI R THE URATC F STRUUTICI ACTIN U3STUR
/ !f FABRIC 'ra E ANCHORED IN TIDE ' ~ 1. r`~/~ ' ~~C~l~, ti ' ~ v~ r~ ~ r~~ ,~L~V`J Y t~CCU CE.JTSII~E THE A 1~E LI ITS ICATEI~ THE AF~F~RE I~LAta
TRENCH WITH COMPACTED f , , '~/~'f~;~,, ,
BACKFILL AT LEAST 12 DEEP. fl / ,~/e>/~\f , / r~,/ 1, ; y iI~ISTALL ALL TE ~'RARY ERCSIC~ ADD SEUIE T Ct~I~TRC?L 1~1=`~I S IRICR TC AIRY
FI~.sER FABRIC \f\~3,` \``f°r%~ \'~`Yi~`rr°~~,Y~~ir;; ``/~/~f'r~`~~Y i 2> POSTS TO BE MIN, OF e~,j ~i. ~ , /
r )r - i~ ~'V'~r~,. A~r~~\~ \ '~~~~.AA~\~~~\~. 2 -a IN GROUND. l'"''~* ~`~.~~,.~\,'~,e.~~''+, rod
~ . ~ ~ ~ _ ~ . 4 -CS 4-,_'° I~' SAX. E .L, SUS T U ~~3 t~IT(~ C~US 1ST SET h~U[3UUF~ U EI ~`S
3. BRACE PASTS WHERE ' AI~I~ B AII~TAI E FCC T FULL URATII' CF THE CIT AGT.
NECESuARY, ~ ~ ~ ~ S. JCL H t;~UT ALL SEMI H AID RC)It~J CC T EI THE'M` RUACH ~ f
4, ATTACH FABRIC TO W3RE WITH ? N0. 5 aR Na. 7 f LL.
STAPLES OR METAL RINGS. ~.-m--i - --i SEI)IMI„NT CaNTRaL i ~ - .
3 STONE. 6" THICK 2"-all CLASS A RIP RAP ' ; ~,ry.._ t NOTES: _ III TALL SILT F ICES AU t~THU CTR L U ICUS CCI~I~~T L S~71L R SI U I
POST SMALL. BE A METAL. POST WEIGHING ~ ~ LAYER ON UPSTREAM -_-t = - ! f-_' ~ r STRUCTURAL sraNE 1.25 L. PR LINEAR FOOT. ,i ~ :ACE OF (,HEC14 DAM TURAL SCE SHAD. SS A~.~.__.~,..~__ C#STRUCTI~J.
- ~ ~ ~ STONE. 1 11
REFER TO SPECIFICATION SECTION 0227a FAR ! _ ~ ~ ~p 2 2. SEDIMENT CONTRaL 6 LI~JT CC~I""RC~L STCHE SHALL E I~t~. T. ALL E CSIC~ CTRL U IES FAUST RC}HE LY AII~}TAIHE I~URIHC ALL HASES
2~-" MAx. aR N0. 57 STONE AD3TIONAL, REQUIREMENTS. ~ 1 S STt~(~~IE. C3F COST UCTII~I L91~JTlL THE Ca 'LETiH CF ALL. CCI`~STRUTI01~1 ACTIVITIES HC~ ALL
Ar CENTER DIMENSIaNS ARE M ~ aTHERWISE SPECIE ~ICHS ARE II~IUIV CCEITA LE UI~ILESS I`~ISTU EIS S HAVE REEI~I T _IEI. IF. SI~FCIFIEU UY ~"HE EFC~II~F"R. ~3. AIITIC~I~{A#.. CC~ITRCL I~:I~;Iw:S Al` SE REUIREI~ UURIIC I~ISTRUCTI01~! ICI t~RI~ER
I. / ~ ~ \i i
~ C~?P~TR~7L ER3101~ AUI~,lCR CFFSITE SEI~IIE TATICI~.
4,. l/'%`"~'~ rf\l/r s .~~J~ e f\, \,~,ivt4\r?\r'<''j~,\°~\'e\`~/,n4;~``i ~\>>~\'~l°\\'.?~?~~;>;'~,,rri/'. - .y'~ 1 C91 ~~\\7~a~~~~%~~'\~\ ,\~v iJ l~ 4 0~\ ~I~~, \I ~ \ ~~ly , .\f'~,.,~/t,/`4fi, °~""t3 ? \f~,/f'4/ ~Y/fl~v/J~,''/~F~f'f?,,/:~~~\ ~,f r /`l/J~.l.
~ ~ ~ J 1 ~ r^'~ ~y\~. . ~ - NOT TQ SCALE w_ f~RVIE STA ILIATIC31~ I I~'C~RTIt~I~ F THE SITE HERD CI~IST UTIf ACTIVITIES HAVE AI~IEI~~TL T:ICR ILY CEASED, THI~SE EURES SHALL UE II~J I„.ACE
NC~T TO SCALE HC TER THAI~I ~ SAYS A THE HAS E .
`,-ri CSC
RIPRAP WITH 2-3" EXCAVATE FOR STaRAGE ~ 7. CL.EAI~I, CALF AI~Ii~ STA ILIE ALL. ISTUR AREAS ITH ASSII~JC AS SCSI AS
DIAMETER WASHED STONE PRACTICAL=. UT C TE' THAI~I 1 AY DER TI•-lE UTILITY II`IST L TIC~I~.
ON TaP AVER FILTER CHANNEL ° ti , a - ~ `e , ` . _ ~
FABRIC BTI"I APPROACHES CRC}SING EXTEND STONE : - p r I . 2 UPWARD 1 ~3VE ALIw, TE PCB AR ERCSIC~~I AHU SEI EI'~T` CCI~JTR~3L DEVICES ARIL SURFS UIC CC L TICH C TH IRJECT AIU RRRC3~JL FRO THE E .
Ta CHANNEL/GRASSING NOT TC) Ci~LE
- ~ ty
~ ~ „ ~ 2 MIN ~ SURFACE COMPACTED
b ~ ,4 FLOW O L
~ r S I a aIVERSIaN
, a m a u . ~ ~ ~s A ~ MI 1 rl 18 MIN 1 MIFJ ~
~ 4
f elf e~,. , e~ ~ti~` ~ . .a,,,~~, _ ~ ~ r I , f \~;r'`!r\~'~~1, \~.~1,,\~ ~C"~'` ~!i \~~,rr~~,A't'~ ~~~,~~1 r``'%rr\,,~ ~~11\~`
° ° . ~ ~ ~ ~ ; 1\~ i ~r x'11 V ~!,r,J` ~ f r ~1,~ ,,~`\A ~ , p . ~ 9 .w~ .f' ~-\,~'~,1,'i,-~1• "~1;r~';~~'i~~1,.~1~r'1 V'ii,;,r'\y~.~ , 4 , . , ~ ~ k w~~ ~ ~ , \~~'V ~ , r 1 1 r , ~ ,.f , ~ ; ~1 } . p r F , ~ ~,~~>ti~h'V~ 1~ ~e1~~'C/`.~.-'i1~,1~ ~/;t1 ~C',w^ i1~t1 1i A. 1\l ~ r
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' ~ ~ ~ ~ . ~ ,r ~ ~ NCITES ~ o _,M-. ~ ~
,a . ~ 1. CONSTRUCT TEMPORARY DIVERS}ON CHANNELS AT A 1.a STaNE APPROACH ,1 ~ .
- SECTION . 5:1 s"° ~ SLC)PE ~TflWARD QUTLET. ~tG ,
i °`r I ~ a a. ~
Q ~ G SIDE SLOPES 5HALL NAT EXCEED A 5:1 (H.V) SLOPE II SLPI•,~ III! ~ o T
trti-' t AREAS WHERE VEHICLES MUST CROSS, 3:1 SLOPE ~MA~ SLOP /LF
! AC A aTHER AREAS, a~ IN LL c,~r y!}}~'.,~,~'~ _ Ica TILT A`F3R(
` ~
TEMPORARY q DIVERSION C?RIGINAL STREAI:.. ~ r ry ~ 4 - . '
TYP. DITCH OR ~ ~ STREAM NC)T TO SCALE
w~ -
s l .r ASHEN STs~I~IE
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, 18j1 CLASS I RPRAP PROVIDE CULVERT ~ ..1~
PROPaSED PIPE As R~aalRl=a q 'mil-
SANITARY h ~
SEINER f ~t
C PRaVIDE FILTER FABRIC UNDER STONE I EISTI~IC
IC 1 _ ~ 6"' MIN. ~ RU
NC)TES: ~ U
t. Dfl NOT GRADE EITHER SIDE aF APPROACH. I I ~U
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~ PROJECT MANAGER MARY KNC}SBY, PE
_ _ . DESIGNED M. SHULTZ, PE ,,tic~rs~irrrf, ~ w
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ECK A. BERKELEY ..p~~°, -°'F'f
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~ ~
...CHECK DAM NOTE:
CHECK DAM STRUCTURAL STONE SHALL BE WITH STORAGE, TYP
SET TDP OF WEIR s" ~ ~cLAs "B„} STONE FOR EROSION LIMIT OF EASEMENT, TYI
BELOW TOP OF CONTROL PURPOSES.
DIVERSI N CHANNEL SEDIMENT CONTROL STONE SHALL ~ _ _ BE N. 5 OR N ~7 STONE.
1 , ~ ~ 4~ ~ ~
SF SF SF SF
, SILTFENCE SEDIMENT 1 JS /A I
CCN~ROL STONE 1 -B MAX a
THICK ~ SILT FENCE ~'1 r} ~ .~,rY ) =r 1Y~+,,r, tJ)o ~ ~ ~~^'~pI 1 ~ ~ ~ rte/ r ~`s"~ ~~r' ~ 4 ,,f} € ~s~(~ r
SILT FENCE 50 LF {MIN} ~ z ``''3~ 1 '~',rlk~."/~, ~~-l?r'~t~~, (-lv? ~ r'~r~``-'~~`1 [ ~ ~ ~ ~ #'lz''~ I G7 ~ ...r~ 1;f._ ~ r ~-r' ~,-°`~,~-wer-n-,~-s--~-,` ~ i~, ,-a ~,;~_-,,,,,,,t ;,_~TM ;~,`-V-` t J iv13 '~'!C}-f`F~ E3S:
5Q LF MiN ~ ~ , ~:1 ~ ~ ) GNSTUCTION F~.NCE ~
T M ~ ti ~ ~~1"~~r"`,'~ r'w"`' ~ ~~"tr~~, ~ ~ ~ " y ll"1 iwf'"`''~ ~f^~-~>.r%"1 ~-:G; r° ,f ~ _.m
E PURARY
DiVERSlON STRUCTURAL. STONE ~w,-i~~-~ , { ```~~"~L~~ `~r'~'~ { I PE~C~C7 ~w~~~ ~,~~„s~ ~Cr~ ~~~{,.t~,`~.,~t~,,r'~`{~ ~'L~~" y ~~3~,r~ k ~ I ''t~ yi { 33' ~ I ! P I P ~,,fl c` j'~, ~ t ,,i , ~ ,r ~
CHAN:`JEL 1 CR05S SECTICIN ® ~
r- ~ . _ ~...W ;C.,;,, ~ _ ~ r r--,L ~ ~ ~ ~ ~ r'~~~ f~ rte, 4`~ t 1 ~.r~r r4-1,~ ~ r--~~ F'i , . f t I I )c` ~ W~ # ; ~f ~~-~'~.,f~) ~~.Fr~`~-'' ~ _yr`l 1 ~ I 4 E i rat--~~, I ~t r ~"-r~ E~.~y~ r j~~ J'~~ r~~f a ~ ~ ~f~w~:n
- - . _ ~ ~ ( ~ MIN. ~ _ . w _ _ ~ _ - ---v ~ I1 F , r~~~J r\:'~ f'`,,.. q~_u/~r~ ^'t,. r' ! 1 tJ~;( . r ~ {-rr,t`~~,. ~j ~.~"f ' r,,,~ ,1
I ~ 1 C - 0 ~r1AX. , h i-_ ~ I I ~ _a ~C...m~' r~i ~a''~ ~~~~ir "s T11~~ f 3p! FE~ /~w-"'"~ ~ { ~,`-'"~'{S'" !~j'm``fr` '4~,r ~ ~)~~'~f ~d~Jee_w_ ~,~_Fl~.,..._. a~~ lrf~a'~ Ve~ /+`'~~t ~f'~ ~ ~"'l. S k / 'M. ~9 _l7 t `~,'.r' Y I ~ it ~`yL'
DRIPLINE VARIES ~ ~ POSE I I
PIPE ~ LOCA~ SON r f ~ r ,~f ~ ~ ~ ~ .~F # t f 1 ! r /
CENTERLINE LIMITS OF CRITICAL ROOT ZONE ~ g RADIUS = ~ FT. PER INCH OF TRUNK DIAMETER SILTFENCE
TEMPORARY
DAM
SILT FENCE ~
SILT FENCE ; 50 LF MIN) ,
a SO LF {MIN) RIPLINE T P ~ 1
I /
0 SF .-F.._.~ _.SF,.. ~BF SF SF 1. i~ i`~1~` CAATF ~ EAP.~ ~VITF-{ f~3~C Ti"i`r1 4N 4~E1~ Tt~ ~'L~rF ALA 'iS AT i i~F AMi; F'VF~.
ivAF A E`,E'Y FIF A ATiCA€~ '~JiTi-ili'v ~"NiW i~,C7' AiI~ F ~NiW SEAM. F_.A~F 1=~FM{€l 'i
r ~ r ti ~ILTFENCE SILTFENCE :E C~IF:I~ T ~O TAE STREAM E~ FXETIi'~ STEAM 1C~TiC~M.
NOTE,. SILT FENCE SHALL DIVERT RUNOFF FROM NON-DISTURBED , ~ AREAS TO STREAM AND RUNOFF FROM DISTURBED AREAS 20 -0 FOR
, TO DIVERSION CI-fANNELS AND CHECK DAMS. 20" DIA. TREE iiTIATE Ply F' Aid C31E11`~ ill T A'Y EAVATII I Ti~EAM.
! 1 6 1 C'" ` 4 ~ i
T EAM F~Si~I ~1 f~`~ I F C~ iJr T MC~i~lTF~ ITCT I Si~IS1 i_. ft ~ Si'~iEI~L ~Us~ T ET T6S i~UIi~MF~I.
SE~3UENCE GF CONSTRUCTION ~ x 1 , s k
' S1 1 Y Ci~ITAC3 MUST AI~JAi S1 TF~kS I~ICE_!~ Ifi TIDE PIPES ADD 1N~.ET ~ ~?F
1.~ INSTALL ALL EROSION CONTROL MEASURES SHOWN OUTSIDE OF STREAM CHANNEL. i IiTA€ MAXI ~J ATE i
7 SI-I ST
. CREATE A TEMPO RY DAM BY INSTALLING SAND BAGS IN _ End
CREEK. APPR( A~'F'PAi~I LSTI TAP F 1=2A A
i'iPE E~IMT CSR i MIi'~i ~EPTF~
T TREE PRUTECT'sON FENCE % , ~ _ r_. 3. INSTALL CHECK DAM IN DRY STREAM CHANNEL DOWNS REAM CRITICAL ROOT ZONE ~ ~ ~ . y
OF THE DAM AND PROPUSED PIPE CROSSING. - , , , r M ~ ~ t~ NOT TU SCALE
r ~ ~ 4. PUMP THE IMPOUNDED WATER AROUND THE CONSTRUCTION . 9 t. t )
AREA, DQ NOT ALLOW THE IMPOUNDED WATER TU OVER-TOP T T CA N0 U S LE
THE TEMPORARY DAM, ~ J s'
i`T. MAX. FIim.L IT ~ Ii~iS'~'AI_~. -~I~`I EOTETiI_E
5. INSTALL I'1PE UNDER DRY STREAM BED. SUPPORT ROPE TO WIRE SUPPORT POST, 24" INTO STAKE TU SUPPORT WIRE TOP V I ~ ~ RE ENT SGG NG BOTTOM U ~ SIDE FAT 4'VI FPC~M ~ i~]4T t~ ~ F3C I~~ TIC CAE Iii~lAi_ i-1A11~31= ~ ~
. AF1ER BACKFILLING AND STABILIZING AREA, REMOVE CHECK ~ r~;
DAM AND SAND BAGS FROM THE STREAM CHANNEL.

m - r
, ! ~ i y i'IP iEi~ TO ~,r'~-,~~rr' r ,~'`~,'~;.%.~~,~'f'`~.,..~._ }~l~L ~iP~ If~~~l~~T I-Jl.~i_. iii i~IIV L iR.Q PATS 1 ~ MAX , , EL iTl-~ THE C~iT F
i ~ ' i \ 4 .J a ~
NUT TO SCALE 11~3STAI~~. P€ES
700 9/~ COIR EROSION I~EC,~II~EC3 T SPA I~Ai~I Ei_
Bl~iNKET; COIR MESH OR SIMILAR, ~
?'-D" TRENCHED 1NTQ BUTTON UR SIDE
MINIMUM 12" 57 MINIMUM C , ? . .
WASHED STONE ON FACE '
~~a LET ~6 1~[V E S V irL
~ S ~.+M1 r, ' 4J
n~Y.iiv) ,I,„,, 1~.
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VOLUME ~ ! ~ ! ~
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r CONTROL STONc ~ , ,t
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f``~, 4 t5' MIN ~....IIa 5' I~1,N 1 ' ~ , 4 ~ ~ /
v L, _ ,
~ ~ / 2 KEYWAY
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P,DECT MANAGER MARY KNOBBY, PE W
s t1~tiEl3lfdrf DESIGNED M. SHLTZ t~ 1,
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2 ~ DRAWN J. POWERS ~ _ _ .

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