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C- 6 TRMSMISSION EP, kpRO A: o } a: 11; 0
FE9RUARY 2009C- 7 TROYISSION 11NE MN d' PROFILE SIA: 114 TO SIA: 28 +00
ffER9.I1R. 4RPO.RP P6'IIP SP.Ifl0:1' C- 8 MWISSION LINE MN & PROFILE ST,!: 28 +00 TO STS: Mo ruaP srano: i riocario.N
LacAnaa
C - 9 TR09ISSION EYE PW d' PROFILE SIA: 42+ 00 TO SPA: 56 +00 i s _ i_ ss s 4 _ _ + a
8 — 9 to to — It 12
C- 10 TRAMISSION W PION & PROFILE SCR: 56r00 TO 5TH: 6547.96 Ii
C- 11 TRAMISSION W CROSS- SECTIONS SIA: 1140 TO S1A, 29 +50
C- 12 PUYP HOUSE PIPNG 006T PANail
C- 13 Pulp HOUSE F My Hp M11% PION
C- 1# PUHP HOUSE FOUNNTION PEIAIIS 12 7 — 7 — a — ids - s m to u '_
I'
It is
C - 15 mywo m BOOSTER PUYP ( HUITT- MRS) 3 is is iv 20 ? i -- is is is is i4 i
C - 16 BOOSTER m AND NEF PRV ( HUITT- zowp nov auxPAID 41 DAYS AFTER ACCEPTANCE Of INVOICE LOCATIO^ laP
C- 17 9WPORT BOOSTER PIPING PLO % 174010) SC 2000
C- 18 OORT BOOSTER 11ECTRICh NN %174010) PROJECT SITEAZTEC, NET HENCO
C- 19 AIRPORT BOOSTER DEVOLITION PLAN & DETAILS (
EE- 1 PLC ffi& MUT
EE -2 BILL Of YfMl
EK- 3 12VPC POMP SCHEWIC d' R SCMITI(S
EE- 1 12OVDC POER SCMATIC & K SclEATICS- DENO DMINGS
EE -5 P
EE- 6 PLC PAE 00UT M Booty PREPARED BY:
er -7 TERYINX Bloff MYOUT fi m OF HKEMIS SOUDIR 910aASSOCY TS
2101 9N MN it
fddMIIC! 71', dW B' F EF- 6 12MC SCINTICS 2d C 4D 12IDC SC9E IPICS Fm; PORITi GO, PE
PHONE., 505- 2-75J5
EE -3 PLC 1/ 0 .41'dIAC INPUTS m OUTPUTS
EE- 10 PLC 1/ 0 DICITAL INPUTS AND OUTPUTS
EE -II Bloci WRING fflchy
EE -12 MSC. DETAILS
9- 1 Pulp HOUSE ficMich W
E- 1 Pulp HOUSE ficTRICAL PLO
ES- 1 AECTROL SITE W A DETAILS
iNESE DEIAIIED PLANS AND SPECIFICA IIONS ERE PREPARED UNDER MV DIRECTION AND SUPEUSION ON ROYOF SOURER, MILIER AND ASSOCIA IS.
ROOF I. ME>'IIER, NEW MEXICO PE 57JJ DATA
SENIOR PROJEC> ENGINEER
REWSONS SOGpER, MWR & ASSOCUTES, 5101 SAN JUAN BLVD,
6y .,. DAIE DESCR NT GURY M DRAM MEWMUM, NEW MEW 87401 TER: 505 - 325 - 7535
HY DAIS OESCR CHECKEO 9Lc r rl iro mc ral Albuquerque - Las Cruces - Santa Fe, NM
BY K PER, SCALE AS NO q PPROI D R 4nb s Grand Junction - Cortez, CO Monticello, OT
ow
PREPARED FOR:
CI7 OF 0C, 9EP0mEN10F PUBIC WORKS
S1EEIf CHRiSTNSEIV
joJ S05 aAI1EC, NM 81410
X5051 J34 - 1660
APPROVED FOR CIE CITY OF AzRl
SITE 6NO[ rap
cll°VOFA> c DArE
WS drawing isimplule and oofto kus k
T ECmAcflm unless
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TY RESERVOIR 13 ME 2
Tummy USES gp puyp fom(s):' C09B SNEER
cff OUTEC, WIND
ZEN NOZ
1) DIE 9IE OK SHALL BE IN ACCRDANCE NY ANY AND ALA CITY V AlFC, SAN A COUNTY ANDSIA TE OF NEW 00 CODES FOR NNUCA
2) ENSPNG UPUPES PE SHOWN SAO UPON INFRMAPON AT NAND, THE CONTRACTOR SHAD VERIFYUPUTYLOCHPONSAND 00 TO AVOID PORK CONFLICTS,
3) THE 0IRACTOR MALL COORDMI AND COOPENIE IN AL UPUTY COPIES, CITY OF AZIEC AND
SAN SAN 0TY IN REGARD TO RELOCAPNG, 44SK REP06,, AND12 REPAIRING UPNPESDURING 2STRUC901,
4) THE CONTRACTOR SHALL NOPFY THE CITY V AZTEC AND DE AZTEC SIRE DEPARTMENT 24 HOURSBEFORE CONSN PON ACRES 60,
5) THE ANACIOR SHALL SLOPE ALL TRENCHES AND SLOPES AS MIRED TO COMPLY WN SAN JUANCOUNTY STATE AND FERAL CXES TO PROJECT UFE AND SAP OF MEN DURING 33100,
6) THE CO NTRACTR IS RESPONZE FR ALL CONSTRUCPON ACPNIY SAffi INaUDING, BUT NOT UNTOTO 1RENCH EXCA VA0 AND NINO,, IRAFFTC CONTROL AND SIZE SECURITY
7) FCMNacIR IS REPONZE FROrNNINc NEsNEffRff A CDR ANY DEBRIS SulIS NUED ROM NE K
6) K CONNACIOR SHALL KEEP, AND UPDATE, AN ASBUILI SET i DRAWINGS DURING DIECONSTRUCPON OF THE PROJECT.
9) PRIOR TO AND DURING 0STRUCPON, ALL ACCESS ROADS MALL BE 0CE9LE # 0 MAINTAINED FORFIRE PROTECPON AND EMERGUVVCY VEHICLE ACCESS
10) DIE CONTRACTOR SHAtI PLACE AL IDS OF99A LED 0 REMOVAL W1IHOU1 SALVAGE IN ANENVIRONMENTALLY SUITABLE 91POS4 SITU THE ONAX SHALL PRYDE THE OIWVER W1PI PCKEICE RCA TES FOR DISPOSAL
11) TILE CONTRACTOR SHAD BE RESPI B TO A Z IN (MAXIMUM) NON - WSRA TORY RULER FORCOMPACPON IN AREAS MERE THE USE 10VP EQUIPMENT CHILD DK X6909 UPUPES ORPERMANENTLY DAMAGE ADJACENT SIRUCIURES.
12) THE CONTRACTOR SHAH BE RESPON96LE FY RMPNG AND CLEAN - UP OF SPILLS ASSOM NYTHE 0STRUCP0 OF THE PROV AND MALL REPONO IO SPILLS V ZROOUS MA IERIA4 RICH ASGASOLINE, DIESEL, YOR 13,, SO ffl,, CHEMICALS, TOXIC AND CORRV SUBSIANCES, AND OTHERMA TRIALS NAIMAY DIREATEN THE PUBUC OP THE 00K, TO NEW 00 EPA THE NA0kRESPOND' TEAM 1- 600 - 424 -6602 AND THE PROV MANAGER, ANY SILLS AS LAB IN DIEPR00 SHALL BE CLEANED- UP BY THE CONTRACTOR DIE A NACTOR K BEAR ALT. UPENSES TTHE COST OF aEM UP OF XUI SPILLS
13) ALL WOK IN DIE I4or U STREAMS WAII'R IMPOuNDMg ( UNDS, IRRIGA0
SUPPUES SHALL BE COMPff9 IN SUCH A MANNER AS TO MINIMIZE VEGETA A REMOVAL, SQLDISTURBANCE AND FROM
14) THE CONNACIOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROOENTS INIMPROSENS EQUAL TO THOS' DE N09 (1R DAMAlO.
15) TOPO RAPHY SI f ON NEE PLYS IS SHOWN ACCROiNG IO FIELD LOCH Pfd BY SHER, MILLER
ASSgCIATES, DRIED 1O / 3 /QB, THE H II VIAL AND VERPC C VIR, ARE BASED ON tNF SAN JUANCONTROL GRID AS ESIABUSHEO BY S09, MILD, 99 000A TES IN 2002,
16) THE CONTRACTOR IS RESP09ff FOIL PRODDING ALL Al MATERIAIS) AND APPURTENANCESNECESSARY TO COMPLETI" THE ARK INTENDED AND MOWN ON THE DRAIIINGS
17) ONCREIE MAIL HA A COMPREU STRENGTH OF 4000 P M 28 DA 61 UNLESS 0156 NOTED,
16) 2POSON PROIE00 ASTM TAE II PORDAND CEMENT IO BE Us@ FOR CONCRETE STRUCNP! S, 1091% STABS ON ( BADE THRUST BLOCKS, AND FOUNDA PONS
19) 0SINUC0 WATER; SHE COTRACIR MALL CORK NY N991A FR SUPPLY OF WRIER TOTHE 9TE Fy MUD PURPOSES,
20) ALL CONSIRUCPON ACRTY ININ COUNTY ROADS AND / OR US H90, RIGHTS4 WAY 09EASEMENTS MUST BE PERFUMED DURING DA YUGHI HOURS, AU LAVES MUST BE REIENED IO INAFI:TCDURING NIGHTPME HCXJRE EXCEPT IN TILE E81 OF AN 00CY PROPER L210 AND 994 OFTHE ILK ZNE C BE REgUIR@ IN SUCH AN EaI,
21) CONTRACTOR 10 BE PAID 45 DAYS AFTER ACCEPIANCE OF INVaCE.
22) ALL DOS TO BE 00L DNI ULS 096 NOTED AND ALL RINGS 10 BERESTRAINED IN MEGA LUG RESTRAINING 9IN2
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BY OATS— DESCR,
BY— DAIE pap.
BY DAIS DESCR.
UNITY OURS
CITY OF AZTEC DEPARTMENT OF PUDLIC WO KSR.- STEVE CHRISIENSEN
303 SOR ASH JC, NM 81410505) 334 - 1660
I OF EC EEECIRI AE DE OPM NIATD4i. KEN GEORGE
402 S, OF PLANT ROAD ETC, NM 81410505) 330660
EE PASO NA LK GAS COMPANY505) 599 -23330, BOX 1061, COLORADO SPRINGS, CO 80944
TWO Y NEVADA A VE 1- 8004334 - 8041COLORADO SPRINGS, CO 80903
ENTERPRISE REED SPUS LECA ' POW JARAMILLO ( 505 320 - 1522
or GILOERT HUNTSMAN ( 1501 ) 320 4251614 REILL Y A VENUE ( 505) 599 -2333FARMINGION, 1 NY 81401
0 SI LEP ONEA TTN, ARMEN MEN (505) 525 -2311
411 N ALLENFAKIR, NM 81401
PUBLIC SERE COMPANY OF NEW COMA
A TIN,, RICK MEDINA ( 505) 324 - 3144603 w EEM ST+ FARMINGTON, NM 81401
CONGAS CABLE0.1 MARK JOHNSON ( 505) 793 -5602
or MARIO IRUJIaO ( 505) 19356091911 N BUTLERFARMINGION, NM 81401
EEIAMS FIELD SERKESA TIN, JOE HALE 505) 634 - 4988
188 ROAD 4990
100MFIEE91 NM $ 1413
FFEBRRUARY 2009 MEWSOU1 R, OR 6 ASSOCIATES, 2101 SAN JUAN BLVD,
DATE DRAWN SMAPMON, N' RICO 87401 ' EI, 808 - 328' 7538CHECKED Albuquerque - Las Cruces - Santa Fe, NMCiri ! kmironiucnra
SCALE N A APPROVED JienGrand Junction - Cortez, CO Monticello, UT
150D
6 * 0- -- - 612% CONTOUR, I' INTERVALS
x ... x — RING f9CE UNE
EXISPNG FLOW UNE
G EXIST% GAS UNE
W EXlS1hGKRbN[ W1HUANHAl
SHE O fRI AD QEC IC l
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ij
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GAS UNE
WATER UNE IN HAD VALE'
WATER VAULT
TIRE HYDRANI
UNDERGROUND TEIEPHIHVE UNE
AIR- VACUUM VAL VE
BLOW F VALVE
R p COMMUNICA PON PEDESTAL
ELECTRICAL POMP
0 POOR PEE
W 0 SAVVY HP MANHOLE
so
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DIP 04110 PIPE
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Clef' OF f&C, , YE1 00
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PREPARED SUSWJ,
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POIAOI WATER AS
SEE SH' r C ^1O) "- ..
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DAIS ffRRU# r, 209 — DRAMCHECKED OL
SCALE 1" = 10' ARMP RN
SOUDER, OR & ONES, 2101 SAN JUM BLVD,
FWGTON, NEW COMM 87401 TE9: 505- 325- 7535
Mbuquerque - W Cruces - Sa4 Fe, NM
Grand Junction - Cortez, CO Monticello, UT
aRESERVOIR 13 PMSR 2MNSISSION LIDS AND PUB YOUSE(s)
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INSTALL 16' 90 DEGREEELBOW & INSTALL
16' XVXW TEE INTOEXISTING 14" RAW
HWY 11 WATERLINE
FLDW
EXISTING CULVERT
ELEV585' ALTITUDE VALVE VAULT
10 F1
WIDE
POND 11
1' SfH 80 PVC DR PEA A PIPE 300 110JG
17o P09M (RMf (& IMPOFANI) NO AIR BUBB( ES kffl IN SENSOR
WA IERtNE BACKFIII PIPE 6 " BELOW AND 11001 MW W1H BEDWG MAIERW
ATITZ WW PRESSURE SENSOR WERENiS
EXISTINGTONER OUT
EXISTING 14" DI PIPE
r 1 •, r" r r
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PLANT
TOP OF PIPF 14" DI TRACERABOUT 20' BELOW
EXISTING GROUND
EL. 5141, 0 TOP OF
EXISTING ON[-
EL, 512, 0
2" PVC SON 80, FIRST 20 FEET COPPER
OR 2' PEX A PIPE ( ENTIRE LENGTH)
2" CORPORATION STOP MUELLER
H - 15028 OR CITY APPROVED
SEE SPEC DOUBLE STRAP SIS
SERVICE — SADDLE DI- CI- PVC — AC
WA TER MAIN
NINE WE PRESSURE SENSOR WERLINE CONNECTION 2" Ns —
WELD 5/6" TREADED RODS TO METAL
4'8 COVER, XJ " I/ 8" THICK WASHERS
22" STYROFOAM
JIM HANDLEINSULA TION
2
L Vie" THICK COVER
ILI 62" STRAP METAL 4" THICK 12 LANG WELDPLA TE EMBEDDED IN CONCRETE J /
8" RODS
2" STRAP METAL 4' THICK 2 4' LONG WITH LOCKING LOOP,
WELD PLA TE EMBEDDED IN CONCRETE " TRAP VIA , I a THICK AROUND MANHOLE311
6 S / 8
8 RODS 12 OIC OPENING J /8" RODS 12" 0, 0,
211
ABOVE
NCONCRETE LIDI
TS
LIFT HQOKS ( 4 TIC')
APPROVED MASITC JOINT OR I4' SINGER ALTITUDE ACCESS LADDERCEMENT' MORTAR ( SEWER MANHOLES) VAL VE MODEL 106 - PG
SLOPE' 1ROLLING DIAPHRAGM TRACER ff
s1p '
EXISTING GROUND
4 AVJ " STYROFOAM INSULATION BOARD /
FOR POSIDDRAINgGE
6' LOW FINISHED GRADE 6 „ THICK RIGID61 SLOPE PARALLEL { SRI HIGHWA Y
STYROFOAM INSULA TTON 2; 1 SLOPE PERPENDICULAR F MOW YCITY FURNISHED PRECAST CONCRETE BOX 1. 1
5- 1MW X 9' 6 L X S- 2 H M 14x14 X14” 1EE0 BE 14 BUTIERFL Y
MaJxMJPLACE ON 8' CONCRETE SLAB WIC' VALVE ( MJXMJ) p4s 0 8, o' C. EA, WAY
A N ' I 111 A N
6' 114 "' SINGER ALTITUDE VALVE 6,1
MODEL 106 - PG ROLLINGDIAPHRAGM
ACCESS LADDER 2 Y W STRAP METALTHICK BOLTED TO WALL, LADDER RUNGS
p
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RODS WELDED IN DRILLED HOLES
14" 90' BEND
MAP)
14" CLOW 4500 SERIES 14x14x14p
TEE 14" 90' BENDBUTTERFL Y VA VE ( MJXMJ) bow)
14° 01P SPOOL
FLxPE I 14 DIP SPOOL
14 ° BUTTERFLY '`
FLxPE) 0 O
I I
t'
16 " DIP0
14" BUT] ERFL
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or
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COUPLING
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WA TERLINE
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YSIRAINEO112 VALVE 2 10 112' REDUCER
1/ 2" TUBE -
PExPE) r14'
PEXPE)
i
WATER TREATMENT
PLANT
TOP OF PIPF 14" DI TRACERABOUT 20' BELOW
EXISTING GROUND
EL. 5141, 0 TOP OF
EXISTING ON[-
EL, 512, 0
2" PVC SON 80, FIRST 20 FEET COPPER
OR 2' PEX A PIPE ( ENTIRE LENGTH)
2" CORPORATION STOP MUELLER
H - 15028 OR CITY APPROVED
SEE SPEC DOUBLE STRAP SIS
SERVICE — SADDLE DI- CI- PVC — AC
WA TER MAIN
NINE WE PRESSURE SENSOR WERLINE CONNECTION 2" Ns —
WELD 5/6" TREADED RODS TO METAL
4'8 COVER, XJ " I/8" THICK WASHERS
22" STYROFOAM
JIM HANDLEINSULA TION
2
L Vie" THICK COVER
ILI 62" STRAP METAL 4" THICK 12 LANG WELD
PLA TE EMBEDDED IN CONCRETE J /8" RODS
2" STRAP METAL 4' THICK 2 4' LONG WITH LOCKING LOOP,
WELD PLA TE EMBEDDED IN CONCRETE " TRAP VIA , I a THICK AROUND MANHOLE311
6 S / 8
8 RODS 12 OIC OPENING J /8" RODS 12" 0, 0,
211
ABOVE
NCONCRETE LIDI
TS
LIFT HQOKS ( 4 TIC')
APPROVED MASITC JOINT OR I4' SINGER ALTITUDE ACCESS LADDERCEMENT' MORTAR ( SEWER MANHOLES) VAL VE MODEL 106 - PG
SLOPE' 1ROLLING DIAPHRAGM TRACER ff
s 1p '
EXISTING GROUND
4 AVJ " STYROFOAM INSULATION BOARD /
FOR POSIDDRAINgGE
6' LOW FINISHED GRADE 6 „ THICK RIGID61 SLOPE PARALLEL { SRI HIGHWA Y
STYROFOAM INSULA TTON 2; 1 SLOPE PERPENDICULAR F MOW YCITY FURNISHED PRECAST CONCRETE BOX 1. 1
5- 1MW X 9' 6 L X S- 2 H M 14x14 X14” 1EE0 BE 14 BUTIERFL Y
MaJxMJPLACE ON 8' CONCRETE SLAB WIC' VALVE ( MJXMJ)
p4s 0 8, o' C. EA, WAY A N ' I 111 A N
9111
L21
PRESSURE SENSOR WATERLINE
14" DIP SPOOL ( FLxPE)
14' up SP I 14° DIP TOOI14' 90' BEND
y (UJxmJ)
PEXPE)
i ATITZ WW V CROSS SECTION1L ( L
I I' l 11 111 N s
14 " BUifERftY
i4 x14 xl4° 1[ E VA( Vf ( MJ J
ALTITUDE E y V T P11 NV UfE N
REWSIONS SOUR i, IM & ASSOCUTIS, 2101 SAN JUAN BLVD, BY 0A1E DESCRY DATE BUARY 9 DRAT R FMGTON, M RICO 57401 TM; 505 - 325 - 7535BY DATE DESCRI CHECKED LEC
Mbu uer ue - ka Cruces . Santa Fe, NMSCALE N APPROVED PPB41" D ci 1 / iroma r
BY DATE DESCR M eer w, Grand Jucttan - Cortez, CO Mantceb, UT
a fisBRGOl 19 P89SE 2
WSESS[ ON ws 9N0 PUS 80OOCITYOF97l; Iff NCO
MME PAYS YET
MONS A MAM
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phis Moog isiaccxp6 aad 0
o be used lvcomAcfim upless
if is RompodSOO odYed
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14 ° BUTTERFLY '`
VALVE ( MJxuJ) t'
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9111
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14" DIP SPOOL ( FLxPE)
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REWSIONS SOUR i, IM & ASSOCUTIS, 2101 SAN JUAN BLVD, BY 0A1E DESCRY DATE BUARY 9 DRAT R FMGTON, M RICO 57401 TM; 505 - 325 - 7535BY DATE DESCRI CHECKED LEC
Mbu uer ue - ka Cruces . Santa Fe, NMSCALE N APPROVED PPB41" D ci 1 / iroma r
BY DATE DESCR M eer w, Grand Jucttan - Cortez, CO Mantceb, UT
a fisBRGOl 19 P89SE 2
WSESS[ ON ws 9N0 PUS 80OOCITYOF97l; Iff NCO
MME PAYS YET
MONS A MAM
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phis Moog isiaccxp6 aad 0
o be used lvcomAcfim upless
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A OSTANDARD NOA 8
CONNECTION DETAILDEPARTMENT DEPARTMENT s T k
STANDAM No. D - 206 SHEET 1 OF 1 9MIAO Nb" 0 - 206 SHE 1 OF 1 STANDARD No. 0 - 209 SHEET I OF 1 STANDARD No. 0 - 201 SHEET' 10F 1 OEPMTM[ NT
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CITYOF CITYOF
CONSTRUCTION VALVE INSTALLATION " CONSTRUCTION PIPE BEDDINGSTANDARDS
PUKIC WORKS TAN ARD
PUBLIC WORKS QUADDEPARTMENT DEPARTMENT
SfANOARO No. q - 203 SHAT 10F 1 STANDARD Nor 0- 410 SHEET 1 DE 1Now
RE SIDNS
D FEB YI"' f 19 pRAp MEWBY DIE DESCR"
1 BY DAB' DESCRr CHECKED
R; a
a BY, DATE DESCR, SCALE 9 WIN MOO 0 wj a
N
OVEUPPING
L iJL X 4'
YCOVER I
PICAI PULL BOX
OVER PG3660HAOO & BOX PG366OBB36
SOLIDER, OR & ASSOC TES, 2101 SAN NO BLVD,
FANGTON, NET NCO 0740119: 505- 325 - 7535
Abu ucrquc - W Cruces - Sau1a Fe, NM
Grand Jaction - Core, CO Monticello, UT
MIN 3'
4" J" PE
E( ECIRIC LCONDUIT~
12, IcUEN>'
r0 RESERVOIR 13
MIN 4' COVER
ATTACHWIRROW PIPETO TOP OF
6' FLANGED V ELBOW ABOVE GROUNDESERVOIR J1
PIPING PAINTED PER AW. WA C204, FLAP
VALVE
7 ( 10' INCLUDED IN 610 REM FOR BLI
WOF
REMOTESENSOR UNE
Q MEG - A - LUG WEDGE CONJOINT RESTRAJNT SERIES _ 110
FOR CAST IRON OR D001
SERIES - 1100 PV FORCAST IRON S12E NC PA)
18 " 0 WATERLINE
5' ATTACH VALVETO CVERFLOW
PIPE
PRECAST `6" C, I, RISER PIPE
CONC, F xPEMANHOLE
ARD VALVE BO PING
69NSION
GATE VALVE u i
1" - 3" ROCK
UNDISTURBED NTH
PRESSURE REU FAND SURGEANiIICIPATOR VALVECLA - VAL
62 D3/ 68203
PROFILE6" GATE vkVE
PRESSURE RELIEFAND SURGEANTICIPATOR VALVE
REMOTE CI,, A - VA
SENSONE 52- 03/ 65203
6 ' 0 RISKPIPE
WRAP W/
GEOTEXTILE
PLAN
Oft
SURGE ANTICIPATION BLOW OFF VALVE
ASSEMBLY DETAIL PS SHOWN ON SHEET C- 6
16" EF UENI"
FROM REsER oiR
TH CROSS SECTION MWo
P4 ROAD L0006 EAST
NO[ 10 SCALE
NHS
PICA CROSS SECTION HSPROUTE 10000 NORTU omiofe le aldnwf
W10SCyto udr frdoi s
I i Sfa I0 mdNO
THIISSCON L' S Hp PUS' NOUSR( S) CONSTRUCTION PEW
1,
PHEGIi1 Gam FLIT ml I -, UD FOR H - 20 LY NCSi> a OR MM PFE
uNIE1 NN q NOTE
1 • , , , ORl1
Luc aasQ
MINIMUM DEPTH OF COVER OERWATER UNE
7
Cll f iNG Ti" E INTO ' p UI
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AEl1ER ORVA IIOR Y ARM)
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t 12 ' 0 WATERUNE
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IIT G1110N
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NNOM u t H
w aisa m m AIR RELIEF VALVE DATAt
WATERUNE INI WE urn AIR RELIEF VALVE DATAMEED SIZE kP, T, N, P, T, at
114 c m IMtB' aR - --- -
ATEPI ENE & I' T OUT, OPIFICE OLVATIC DATE
1 Jta isDIAMETER SIZE N, P, T, SIZE N, P, T, SIZE GEL NO, 11 / a / D 1
w a m 0
Ill
1" 1/" 3/ v 2 1" I2e
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a 1 i2" i" ilr i" 1 1
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cmo clYOl „ NAR RELIEF LE AI RELIEF VALVE F IO NBLOW OFF VALVE AMC— CONSTRUCTION CON fiRUC ION ASSEMBLY CONSTRUCTION A MBLY
PuCWORCONSTRUCTIONpUR S ° PIPE REAR ERSTANDARDS
A OSTANDARD NOA 8
CONNECTION DETAILDEPARTMENT DEPARTMENT s T k
STANDAM No. D - 206 SHEET 1 OF 1 9MIAO Nb" 0 - 206 SHE 1 OF 1 STANDARD No. 0 - 209 SHEET I OF 1 STANDARD No. 0 - 201 SHEET' 10F 1 OEPMTM[ NT
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PUBLIC WORKS QUADDEPARTMENT DEPARTMENT
SfANOARO No. q - 203 SHAT 10F 1 STANDARD Nor 0- 410 SHEET 1 DE 1Now
RE SIDNS
D FEB YI"' f 19 pRAp MEWBY DIE DESCR"
1 BY DAB' DESCRr CHECKED
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a BY, DATE DESCR, SCALE 9 WIN MOO 0 wj a
N
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L iJL X 4'
Y COVER I
PICAI PULL BOX
OVER PG3660HAOO & BOX PG366OBB36
SOLIDER, OR & ASSOC TES, 2101 SAN NO BLVD,
FANGTON, NET NCO 0740119: 505- 325 - 7535
Abu ucrquc - W Cruces - Sau1a Fe, NM
Grand Jaction - Core, CO Monticello, UT
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REMOTESENSOR UNE
Q MEG - A - LUG WEDGE CONJOINT RESTRAJNT SERIES _ 110
FOR CAST IRON OR D001
SERIES - 1100 PV FORCAST IRON S12E NC PA)
18 " 0 WATERLINE
5' ATTACH VALVE
TO CVERFLOW
PIPE
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69NSION
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1" - 3" ROCK
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PRESSURE REU FAND SURGE
ANiIICIPATOR VALVECLA - VAL
62 D3/ 68203
PROFILE6" GATE vkVE
PRESSURE RELIEFAND SURGE
ANTICIPATOR VALVE
REMOTE CI,, A - VA
SENSONE 52- 03/ 65203
6 ' 0 RISKPIPE
WRAP W/
GEOTEXTILE
PLAN
Oft
SURGE ANTICIPATION BLOW OFF VALVE
ASSEMBLY DETAIL PS SHOWN ON SHEET C- 6
16" EF UENI"
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TH CROSS SECTION MWo
P4 ROAD L0006 EAST
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t: FEE1 AND MA Y BE ADJUSI ENCASED IN MIN, 11
EXSPNG \ P MP 1(ISE LOCHPON
6" OF CONCRETEWATER LINE
SEE SHEETS C3 AND C - 12 TO RESERVOIR 1IN THE FIELD IN UNDER EXiSTTNG DITCH, PLEASE REFS
I I PIPING VAULTS `' COORDINAPON N TH THE CITY TO SHEET C - 5 FOR ENCASEMENTI4 F R A o l AND DESIGNl ELECTRIC DIRECToR DETAIL"
il:.
WATER tN T i' I' '), IrC E O WRIER,
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CONNBCTfONNOi 10 SkE
RNWSIONS
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6Y.,..,„ DATEI
DESCR,
BY DATE DESCR,
fALL RTITNGS FOR 12 INCH TINE 10 BE FLANGE AV WIC' MEGAIUG SERIES 2100 AND All FIIPNG FOR 16
INCH LINE 10 6E MECNANICAL JOINT ON MEMO SERIES 2010 F 20' C90 PVC SEGMENT VFREEDOM PLASPCS C905 X 15 GASKET ADAPTOR UNLESS OTNROSE NOTED
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DATE 0RUARY2009 PRA 0 M GTON, MEET CO 87401 TE ; 505 - 525 - 7535
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1. THE GOVERNING CODE IS 111E MUZZ 1997 MRON,
MINIMUM DESIGN LIVE IOMOS Na BE25 PSF - ROB" SNOW LOAD
90 MPH - BASIC 092 IND FEED ( EXPOSURE C)
J5 P(f(J SEC GUST) - EQUIVALLTVT BAC R11 EUIO PRESSURE
SL 16 REQUIREMENTS
NOTE ALL LOSING CRITERIA PERTAINING TO THE BUILDING SUPER - SIRUME MALL 6E CERRfTED 8Y THE SUPPLIER OF THEPRE - ENGINEERED METAL 8UIIDING S61R AND MALL BE SONOTED 0 HIS MOP DRA 0 SUBMIFFA S. THE METAL 8UI0- ING SUPPLIER Mkt PROVDE ALL PERRNENT DATA REGARDINGMEMBER Zo ANCHORAGE DETAILS, 8A SPACINGS LATERALSTM81P AT CDP BASES, MEWS, AND DEFN °LING TOENABLE THE CONTRACTOR TO PUERLY COROINATE CaSTRUC- TON AMRES, BUILDING MANUFACTURER 10 PROME BUILDINGSUBMITTALS SUBMITTALS FO INCLUDE COLUMN Al ANCHMIUW AND REACRONS SUBMIT FO EO,R, TO OR FWATONDESIGN.
J THE CONTRACTOR MALL 8E REMff FOR LOC 0 OF THE STRUC- TURE VIENTA M,, BENCH MARKS, REFERENCE ag MA DS, 11NES, AND 9ADES
4, FOUNDA 0 DESIGN IS X@ UPON A MAXIMUM ASSUMED S011REARMCAPACITY OF 2000 PSf, SOIL BEARING MATERIALS ARE ANTCIPATEDF0 CON951 T NA PIE 1 TY SAND OR 0YEY SAND IN POSSIBLEIN02 iM AND / OR CMBLE ROW. IF SQL COOMSARE DEEMED OB0aI DIFFERENT RN THIS ASSUMPTOV 6Y THE
CONTRACTOR X ENGINEER OF RECORD ( ESPEClALL r IF fRMABLE SHALE
OR POTENRALLY EXPMM CLA r IS 199PITEO), A 05NICAL
ENGINEER SHOULD BE CONSULTED REGARDING TIE POSSIBILPTY OF
REMOVAL AND REPLACEMENT OR FOR AN ALTERNATE FOUNDAPX
SYSTEM
IT IS RECOMMENDED NA F THE BUILDING AREA BE " PROOFF RILED" FOIDENRFY AND LOCH TE ANY V[ SPOTS" OR AREAS OF NON - UNIFORMFY AT LEASTl "IN- 51R1" S(NL DENSITY TESTS ARERECOMM9019 TO BE TAKEN A T LEAST ONE FX [ BELOW NE EVSRNGSITE GRADEa ANY STRUCTURAL FILL 8E PLACED TO ELEVATE
IMING THE " BUILDING PAD" THE SUt COMP090 A T THE 9TE SO
S SA PSFY THE CRITERIA OF 991 STANDARD PROCTOR DRPACCORDING TO AST 9- 698, IF ACCEPWo THE SURFACE SHA1L BEMALL BE HAND COMPACTED FOR UNIFORMITY ME PLACING ANY
IMPORTED fTLL" OR BEFORE Tl1NG REIN MNG STEEL IF UNACCEPTAOL i
TIE 00P BEARING SOILS SHALL M BE OI EXCA VA TED AMINIMUM OF W FEET (
21- 01)
AND REMTTIl1PACTED TO A T LEAST 959
OF STANDARD PROCTOR OW ACCORDING TO AST 9- 696 2 AGEOMICA ENGINEER MALL BE CONTLTED FOR ALTERNATERECOMMENOA BONS TO INSURE AGAINST EXCESM DIMPASEMILEMENT OF THE FOUNDARON AND CRACKING OF THE f1 SAE
STRUCTURAL TILL ` MALL 8E GRANULAR MATERIAL AND MALL 6E PLACEDIN CONTROLLED ' LI " NOT TO EXCEED EIGHT INCHES ( 8 ") ZOO- PACE TH aNEM AND MAIL BE CDMPAC>ED TO A T FAST 959 OF THESTOMD PROCIW OENSITYACCOROING TO ASTM 9698, AFLEMSTFOUR INCHES ( 4 ") OF ADMEN TE BASE COURSE MALL 8E PRODDEDBENEATH ALL INTERIOR SIBS- 0 -99E AND MALL 6E CDMPAC>ED TOA T LEAST 959 OF STANDARD PROCTOR 097,
S 91EDR04 WAff 0SWW( 1f' A P099
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6, 9T-CAS[ CONCRETE MALL BE MADE IN TYPE II ( ALKALI 03- M) CEMENT AND MALL ATTAIN A MINIMUM O REM STR96NOF JOOO P9 I NlN 28 DAYS THE MIX OEM MALL INal 59
fix) AIR ENRAINMENT AND SHALL 8E PLACED AND CURLED INACCORDANCE NTH THE AU 09I E.291 PRAM WMES 1TNRU 5 LUMP A T THE RME OF PLACEMENT MALL NOT' EXCEED FOURINCHES ( 4 #), # 0 MECHANICAL MON SHALL BE W106 FXCONSOUDA0 TO ELIMINATE VOIDS AND HONEYCOMBING
7 02DE SALTS ( EP10ha Y CALCIUM MOE) MALL 9.1 8E UMD TOACCURATE HARDENING T THE O M , NO ADMIXTURES SHALL 6E
INCYPORATED IN THE CONCRETE MIX OE90 INWf THE KNOWLEDGE ANDAPPROVAL OF THE ENGINEER.
8. CONCRETE REINFORCING STEM. MMLL 8E AST A - 615 BADE 60, ASDETAILED EXCEPT SPRM RES AND ETELD- 801189S MML1 MYTO 0-615 GRADE 0.. LAP BARS A T LEAST THIRTY ( 9) BARDIAMETERS AT SPLICES ANO PROMM CORNER BARS 10 MA0 Q- DIX REINFORCINC, UNLESS NOTED OTHERISE
NOZ WE TP BARS OF WNUOUS 991 095 & Y
A F COLUMN LINES, MV SPACE 905 BARS OF MUMGRADE BEAMS W M19- WA Y W18 COLUMN LINES
ALL ROAR IN THE SLA8 AND GRADE BEAMS- ' DETAILS AND FOTNGSCHEDULE FOR PM SIZE' # 0 SPACING.
9, STRUCTURAL SE, EMBEDMENT STL"EL, AND CONNECPONS MALLCONFORM TO AST A - 9 AND MAIL BE FABRICA TO AND ERECTED INACCORDANCE NNA9,SPECIROMN9 SIANOR PRA
ALL STEEL WPM AND EMBEDMENIS INSTALLED 8LOW GRADE SHALL6E 179000 W PANTED OR MOPPED OVA OF HOT
ASPHALT OR OTHER EFFECIM WATTRPROM 00ND BEFORE 801MA TRIAL IS PLACED,
10, ANCHOR BOL IS MA r 8E ASTM ) I- J07 STEEL, ALL OTHER BOLTS MlCWXY TO AST A45, INSTALLATION AND 0WING Of BOLTSX BE PERFORMED IN ACCORDANCE ITH RECOMMENDA BONS OF TIEAMERICAN 107 OF STEEL 0STRUM AND# THE METAL
BUILDING MANUFACTURERS ASSOCIAM,,
CONTWOR TO 96 PSI 45 DAYS OR ECEPTHCE OF PRICE,
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1'
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FWCTON, NEW MMC0 67401 TEU; 505- 325- 75358Y , DATE DESCR. " " CHECKED G. rO-- --
b q arqu Is Cruces - S0 Fe, Ngi BY"„. DATE.,.._ DESCR, SCALE 14 = 1 - 0 APPROI D G„
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8OLTS 8Y METAL BUILDING SUPPLIER - VERifOF DIMENSIONS FOR Ai LA Of
rKErID 05350N
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CONCRETE 91 SEE PLANSF( REINF
4" AGG 9 TE BASE COURT
CLOSED DES AT IV 0C
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ADD p BARS LONGITUDINAL AND fi BARSAT 10" 0C, NANSO ATEACH PILASTER
2 - P BARS CONT TT AND 803 FROMGRADE BEAM BEYOND ( AUNYINT SOUPS
NOT SHOJI FOR CLARITY)
FOUNDATION XWER AT CO1U N
NOT TO SCALE
NO TIIUCN i11h1SJJS14NS GM EH CCOMMION
PLATE DIXIEUSIONS
1'
i
t„ I
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RAIDFARNINGTON, NEW NCO 07401 TFU 505- 325 - 7535
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1 li 1
511F -- - _... _.... -. I
ROOMEXISTING PUMPLLRoots BUILDING
SCALE ' / z' =1 - 0"
i _ lI 11
1 IIi II
1I _
1I 11 T _
JTL-
I F
3' - 10" So, 1
13
0--
10"
I
7 - 0i 1fu
7' - 8f F
i II r0 !
IIi
1I 11 I I 1 I
4 ..._..._.,. _ ............._ - . -..... - - - _._. _ _.. _ ._......_ - j- I
REWSIONSBy- DATE DESCR. BY ----- DATE -_ _... _ DESCR. BY DATE DESCR
SCALE t/ " -- 1 - 0"
71 REMOVE EX. AURORA 3X4X14 - 1SERIES 410 VERTICAL PUMP ( 1
I j COORDINATE WITH CITY OF ( II AZTEC FOR DISPOSAL REMOVE EX. 6" TO 4" ° 1
1I
REDUCERREMOVE EX. 4" CLA - VAL PUMPS ARE NOT CONTRACTOR' S1 [
I1
PUMP CONTROL VALVE PROPERTY1
I11
li1
1 REMOVE EX. FLEXIBLE i11
II
COUPLING ~r_
o , ; EX. 6" ELBOW TO BE REMOVED 1I
11 EX., fi" ELBOW TO REMAIN „, i EX. 6" GATE VALVE TO BE t 1
REMOVEDI
I
EX. 6" SPOOL TO BE REMOVED 1 1I
1EX. 6 WYE TO REMAIN
1
REMOVE EX, 6" TO 4" EX. 6" WYE i1
REDUCER TO REMAIN 11
1
REMOVE EX. 4" TO 3" REDUCERr— - -- REMOVE EX. PUMP BEAT CUT SLAB
L / FOUNDATION
REMOVE EX, 4" TO 3
1REMOVE EX. 6
REDUCER4 " i
i1 EX. 6" SPOOL REDUCER _ n ^ Q , °-' -
EX. 6" SPOOL T(} BE REMOVE II
I TO BE REMOVED
I1
Ex. 6" GATE VALVE 1 ! r ' '
s EX. 6" GATE HALVE TO BE 1i
IIF- - - tf1 REMOVED - _.... -. _.. _ ._... I1
TO BE REMOVED 1 ITO BE R
ELBOW - Z 1
i
IiI REMOVED
11
111 REMOVE EX. FLEXIBLE "
I 11I EX, 6 ELBOW I EXISTING I
11
11 REMOVE
COUPLING
C- TO BE REMOVED I MO
lTORL
ii
II
I I PUMP CONTROL VALVE REMOVE EX. AURORA 3x4X14 1 CENTERI
i
11 i I SERIES 490 VERTICAL PUMP REMOVE EX. 6 " TO 4 " 1 11
COORDINATE WITH CITY OF REDUCER I i
it
I I AZTEC FOR DISPOSAL EX. MOTOR CONTROL ! li
iI
1 I PUMPS ARE NOT CONTRACTOR' S CENTER TO BE I
1--L- .`- - — ------------ `
PROPERTY _. _ _ - REMOVED - _. - _. _ - .- _.. I.. _ _ _.._ - . I I11 1_ ...
o. __ -
Li
iI_ 1111 11
I 1i
1 11
11 1i
1L 1i
1" CHAMFEF
4, "L" BAR<
@ 8" 0.C.
SCALE ;/2„ - 1 _ Q"
i- CLR. TYP.
4, "L" BARS
8" 0. C.
4 BARS 010" O. C,, E..1W
ANCHOR BOLTS, 8 REQUIRED, TYPE A, 11/ 16 "0, EMBEDDED 5" AND EQUALLY SPACED. CONTRACTOR To ' VERIFY WITHPUMP MANUFACTURER.
UNDISTURBED--/ EARTH
4 BARS6" 0. C.
FLOOR SLAB NOT SHOWN --• INSTALL 1/ 2" EXPANSION JOINTAROUND NEW PEDESTAL
4 BARS 010" 0. C., E. W.
NOTE:
ALL NEW CONCRETE SHOWN HEREONSHALL. BE 3,000 PSI 0 28 DAYS
SCALE i
DA 7F JANUARY 2009 DRAWN ms SOUDER, MILLER & ASSOCIATES, 2101 SAN STAN BLVD, AZTEC I' SE' Y d' , CHECKED SAE FARMWGTON, N CAB 87401 TELE: 545 - 826 - 7685 _ .
APPROVED Santa Fe, NM TR NS ISSION IMES AND PUMP HODS II Pl1 T P tS R DEmomTIO & P. ' BLS . SCALE l 1' Q" Albuquerqueue - L Cruces -,- , '•
Grand Junction - Cortez, CO Monticello, UT CITY OF AZTEC, NEW Affl7CO
This * o ** 9 is1caxrrptote acrd notto hs used lftr
it is Stompxd and Defend
C- 19
CD
Q
3QlL
1
LQ
Lw
C, r- r
LnC3
LiI
C7
lid
C? a
OQ
za
M
aOQ
tV
l lw
C. 1C.l
CL
Q
El'
LQ
C3
at
ZC
CD
Q
LJ
U
Q
PART NUMBER DUPLICATED ON E— RPS —EO01
RADIOS COME IN A SET OFONLY 1 ORDER REQUIRED.
D
E001 DRAWING LIST
DRAWING NUMBER TITLE
REFERENCE DRAWINGS
ITEM QTY. DESCRIPTION
BILL OF MATERIAL
MANUFACTURER PART NUMBER SUPPLIED BY
1 1 SCADApack LP, 512K Flash, 1M Ram Control Micros stems P200-- 1A01 —AAOO SCADALUTIONS
2 1 Wood Pole Mount Decibel Products PNT- DB365 --W SCADALUTIONS
3 1 BIDIRECTIONAL, WIRELESS, 900 MHZ TRANSMISSION SYSTEM, RAD-•- ISM —BD -- BUS --ANT PHOENIX CONTACT 2867270 SCADALUTIONS
4 2 BatterZ, 12V 7AH POWERSONIC PS1270F1 SCADALUTIONS
5 2 24Vdc One --way wireless system for one 4 --20mA and 2 Discrete. RAD— ISM - -900 -- SET --UD --ANT PHOENIX CONTACT 2867102 SCADALUTIONS
6 4 Broadband DC Blocked Protector Polyphaser IS-- 85OLN —C2 SCADALUTIONS
7 1 Antenna -- 450 --470 MHz; 3 Element; 7. 1 dBD Antenex PN —Y4503 SCADALUTIONS
8 2 ANALOG / DIGITAL MODULE FOR 2 DI DO, 1 AI A0, RAD -- IN + OUT-- 2D -- 1A —I PHOENIX CONTACT 2867322 SCADALUTIONS
9 1 Phoenix Contact STEP Power Sup I , 24VDC, 1. 5 Am2s Phoenix Contact 2938947 SCADALUTIONS
10 3 Adapter cable, pigtail 120 cm 90" MCX (m) —> N (f). RAD— CON— MCX90-- -N-- SS PHOENIX CONTACT 2885207 SCADALUTIONS
11 1 Radio / Modem Control Design Inc. DL810 SCADALUTIONS
12 1 8 Point Relay Output Expansion Module Control Micros sterns 5407 SCADALUTIONS
13 3 Antenna- 902960 MHz, 10 dBd MDS 93- 6054AG1 SCADALUTIONS
4 1 RA 10 , 90 -- 92 rr , 1 I, 1A , 2D1, 3 0, AD —ISM - 9 0 T U A HOENIX C N AC 2 67 d2 AC S
15 SCADALUTIONS
16 1 Surge Supressor, 120VAC, w / alarm MVC Inc. ICP_ 110 SCADALUTIONS
17 SCADALUTIONS
18 SCADALUTIONS
19 1 Single Door Enclosure, 14 GA, Type 4 Hoffman C— SD24248 Panel Vendor
20 1 Enclosure Back panel 21 " x21 ", For 24 "x24" Enclosure Hoffman C— P2424 Panel Vendor
21 1 Enclosure Large Non — Metallic Vent Hoffman A —NMV6 Panel Vendor
22 1 Screw Terminal Tube Base Socket, 8 Pin Allen Bradley 700 —HN 125 Panel Vendor
23
CRU
3 Position Maintained Selector Switch, 2NO & 2NC Contacts Allen—Bradley 80OH - JR2B Panel Vendor
24 1 Ground Bar, Tinned Copper With Hold Down Screws Square D PK7GTA Panel Vendor
25 3 Ground Lug Burndy KA6U Panel Vendor
26 1 Door Stop Kit Hoffman A-- LGDSTOP Panel Vendor
27 AR Terminal Blocks See Dwas Panel Vendor
28 AR Wirewa W Cover Panduit F ?X ? LG6 SERIES Panel Vendor
29 AR DIN Mounting Rail Allen Bradley 1492 —DR5 Panel Vendor
30
31
32 1 Interior Single Gang Box with " Orange" Receptacle Generic Contractor
33 AR Unistrut Or Equivalent For Mounting Enclosure. Unistrut See Dw E— EAP—EO02 Contractor
34
35
36 AR Conduit For Mounting Antenna Generic See Dwa E— TYP --EO06 Contractor
5 CRU 02/ 12
4 FRM 03 17
3 FRM 01Z03
2 FRM 08Z 14/ 1 FRM 08 / 14/
0 CRU 01/ 26
REV BY DATE
LAMACOID NAMEPLATE SCHEDULE:
NO. SIZE
1 1 " x3„
09 RESERVOIR 3 WIRELESS 10 BID
08 EAST AZTEC EXPANSION TANK RECORD
OS EAST AZTEC EXPANSION WIRELESS 1/ 0
07 WEST TANK WIRELESS IZO ADDITION
06' WIRELESS 10 ADDITION
DRAWING
04 ISSUED FOR CONSTRUCTION
FIRST LINE
East Aztec Pump RTU
DRAWING
ADDITION
DESCRIPTION
REVISIONS
SUPPLIED BY
Panel Vendor
RECORD
DESIGN
DRAFTING
CHECKED
APPROVED
PROJECT:
SCALE:
DATE
28 03 Automati ®u Consulting28/ 03 CES Engineering Services, Inc.
434 E. Broadway, Suite A, Farmington, NM 67401Tel: ( 506) 326 - 2424 Fax: ( 605) 326 - 3434
OX DEVICE
XO NAMEPLATE
0 T NAMEPLATE
SHEET
CITY OF AZTEC WATER SYSTEMS EE2EAST AZTEC PUMP STATION
TOTALPLC PANEL
BILL OF MATERIAL
DRAWINGE— EP--EOQ
REV
NUMBER 5
0)
u
t
C3as
7-
v
0
6Li
L3
Cl)
z
xOL
c 0
Li
ad
cn
f
J0P9
a
U
U7
6
Li
t.)
HIM
TBDC24
TBDC 12
10
4 15
W6=066
D7 11 17
4 73 15
9
10
2 6
16 19
5 7 11 17
0@815
1
fim
26
G0814
39@3 14
TBDI
TBDI
3 1T 1T 1B 21 24 25
m mm
TBDO10
TBDO
IR1
IR2
IR3
IR4
IR5
IR6
EAJ35
3 14
0 BILL OF MATERIALS
NO. QTY. DESCRIPTION MANUFACTURER PART NUMBER SUPPLIED BY1 AR CIRCUIT BREAKERS, 120VAC, DIN RAIL, 15A ALLEN BRADLEY 1489 - Al C15 PANEL VENDOR
2 AR TERMINAL BLOCK, FUSIBLE-- 300VAC / DC, NON INDICATING ALLEN BRADLEY 1492 -- H6 PANEL VENDOR
3 AR TERMINAL BLOCKS ALLEN BRADLEY 1492 - J3 PANEL VENDOR
4 AR TERMINAL BLOCKS ALLEN BRADLEY 1492 --- J4 PANEL VENDOR
5 AR TERMINAL BLOCKS, 2 LEVEL, GREEN ALLEN BRADLEY 1492-- JD3C - G PANEL VENDOR
6 AR JUMPER STRIPS, SIDE, FOR H6 FUSED TERMINAL BLOCKS ALLEN BRADLEY 1492 - N49 PANEL VENDOR
7
i
END BARRIERS, JD3 TERMINALS ALLEN BRADLEY 1492 - EBJD3 PANEL VENDOR
8 AR END BARRIER FOR J3 & J4 TERMINAL BLOCKS ALLEN BRADLEY 1492 - EBJ3 PANEL VENDOR
9 AR END ANCHOR ALLEN BRADLEY 1492 - EAJ35 PANEL VENDOR
10 AR TERMINAL BLOCK GROUP MARKER ALLEN BRADLEY 1492 -- GM35 PANEL VENDOR
11 AR JUMPER BARS, CENTER, FOR JD3 TERMINAL BLOCKS ALLEN BRADLEY 1492- •- CJJ5 - 10 PANEL VENDOR
12 AR JUMPER BARS, CENTER, FOR J3 TERMINAL BLOCKS ALLEN BRADLEY 1492- CJJ5( 10, 3, 2) PANEL VENDOR
13 AR JUMPER BARS, CENTER, FOR J4 TERMINAL BLOCKS ALLEN BRADLEY 1492- CJJ6( 10, 3, 2) PANEL VENDOR
m mm
TBDO10
TBDO
IR1
IR2
IR3
IR4
IR5
IR6
EAJ35
3 14
0 BILL OF MATERIALS
NO. QTY. DESCRIPTION MANUFACTURER PART NUMBER SUPPLIED BY1 AR CIRCUIT BREAKERS, 120VAC, DIN RAIL, 15A ALLEN BRADLEY 1489 - Al C15 PANEL VENDOR
2 AR TERMINAL BLOCK, FUSIBLE-- 300VAC / DC, NON INDICATING ALLEN BRADLEY 1492 -- H6 PANEL VENDOR
3 AR TERMINAL BLOCKS ALLEN BRADLEY 1492 - J3 PANEL VENDOR
4 AR TERMINAL BLOCKS ALLEN BRADLEY 1492 --- J4 PANEL VENDOR
5 AR TERMINAL BLOCKS, 2 LEVEL, GREEN ALLEN BRADLEY 1492-- JD3C - G PANEL VENDOR
6 AR JUMPER STRIPS, SIDE, FOR H6 FUSED TERMINAL BLOCKS ALLEN BRADLEY 1492 - N49 PANEL VENDOR
7 AR END BARRIERS, JD3 TERMINALS ALLEN BRADLEY 1492 - EBJD3 PANEL VENDOR
8 AR END BARRIER FOR J3 & J4 TERMINAL BLOCKS ALLEN BRADLEY 1492 - EBJ3 PANEL VENDOR
9 AR END ANCHOR ALLEN BRADLEY 1492 - EAJ35 PANEL VENDOR
10 AR TERMINAL BLOCK GROUP MARKER ALLEN BRADLEY 1492 -- GM35 PANEL VENDOR
11 AR JUMPER BARS, CENTER, FOR JD3 TERMINAL BLOCKS ALLEN BRADLEY 1492- •- CJJ5 - 10 PANEL VENDOR
12 AR JUMPER BARS, CENTER, FOR J3 TERMINAL BLOCKS ALLEN BRADLEY 1492- CJJ5( 10, 3, 2) PANEL VENDOR
13 AR JUMPER BARS, CENTER, FOR J4 TERMINAL BLOCKS ALLEN BRADLEY 1492- CJJ6( 10, 3, 2) PANEL VENDOR
14 AR NAME PLATES FOR J3 TERMINAL BLOCKS ALLEN BRADLEY 1492- -M5X12 PANEL VENDOR
15 AR NAME PLATES FOR J4 TERMINAL BLOCKS ALLEN BRADLEY 1492 - M6X12 PANEL VENDOR
16 AR NAME PLATES FOR H6 FUSED TERMINAL BLOCKS ALLEN BRADLEY 1492- MS8X 12 PANEL VENDOR
17 AR NAME PLATES FOR JD3 TERMINAL BLOCKS ALLEN BRADLEY 1492 --5X8 PANEL VENDOR
18 AR PARTITION PLATE FOR J3 TERMINAL BLOCKS ALLEN BRADLEY 1492 - EBJ16 PANEL VENDOR
19 AR FUSES ( 1/ 4X1- 1/ 4) SIZE AS REQ' D BUSSMAN AGC PANEL VENDOR
20 AR TERMINAL BLOCKS, FUSED, 300VAC / DC NON- INDICATING ALLEN BRADLEY 1492 - WFB4 PANEL VENDOR
21 AR TERMINAL BLOCKS, TWO-- LEVEL, TWO- CIRCUIT FEED THROUGH ALLEN BRADLEY 1492 - JD3 PANEL VENDOR
22 AR END BARRIER FOR JD3 TERMINAL BLOCKS ALLEN BRADLEY 1492 - EBJD3 PANEL VENDOR
23 AR FUSES, ANALOG POINTS, 5 X 20MM, 104mA BUSSMAN GDB PANEL VENDOR
24 AR INSULATED SIDE JUMPER FOR JD3 TERMINAL BLOCKS ALLEN BRADLEY 1492 - SJ5A- ( 10,24) PANEL V: NDOR
25 AR NAME PLATES FOR JD3 TERMINAL BLOCKS ALLEN BRADLEY 1492 - M5X5 PANEL VENDOR
26 1 1--- CHANNEL PASSIVE LOOP - POWERED ISOLATORS PHOENIX CONTACT 2864419 PANEL VENDOR
27 1 12000, 1/ 2 WATT RESISTOR DIGI -- KEY 1. 2H - ND PANEL VENDOR
28 6 TERMINAL BLOCK RELAY, SPDT, 24VDC, 6A ALLEN BRADLEY 7010 - HLT1 Z24 PANEL VENDOR
RECORD BY DATE
DESIGN GAS 12/ 22 Og
DRAFTING FRM 12 22 08
CHECKED
REF DWG REF DWG TITLE A CRU 02 12 09 ISSUED FOR BID APPROVED
DRAWING NUMBER TITLE REV BY DATE DESCRIPTION PROJECT: A08032
REFERENCE DRAWINGS REVISIONS SCALE: NONE
Automation Consulting
11A CES Engineering Services, Inc430 E. ] Broadway, Suite A, Farmingt* n, NU 87401
TeL ( 505) M -2424 F ( 505) 326- 3434
SHEET'
CITY OF AZTEC WATER SYSTEMSEE7
RESERVOIR # 3 PUMP STATION
TERMINAL BLOCK LAYOUT TOTAL
AND BILL OF MATERIALS
NUMBER E- RPS - E002 IREV
N
m
is
I
on
m
w1l
i
s
lff
24VDC ' {' u
SEE DRAWING N2E- - RPS - EO03
N
RE F DWG REF DWG TITLE
DRAWING NUMBER TITLE
REFERENCE DRAWINGS
5607 1/ 0 MODULE
DIGITAL INPUT
0- 0
AUTO TBDI
P8- 8
1BOOSTER PUMP 1
n
TBDI
P5 - 0
0 O-- -- __ - - P8 - 9
RUN
01 [' c'
TBDI
P5- 1
1
1
L-j--
FAULT
O O- - -_
TBDI
P5 - 2
12T
ZSO- 1 -- 0 - - - - --
AUTO TBDI
c SC - 1TBDI
d-.-- - - - - - n
01RUN TBDI
P5 - 4
TBDI
0-- - - - - --
FAULT TBDI
r6 P5- 5
ZSC - 2TBDI
AUTO TBDI
p..----- _ -_ r_
0- O --
P8 - 15
RUN
01 k>-- kl1TBDI
P5 - 7
RE F DWG REF DWG TITLE
DRAWING NUMBER TITLE
REFERENCE DRAWINGS
5607 1/ 0 MODULE
DIGITAL INPUT
0- 0
FAULT TBDI
19T P8- 8
1BOOSTER PUMP 1
AUTO TBDI
0 O-- -- __ - - P8 - 9
FAULT STATUS
RUN
c [ 0-
TBDI
1
1
FAULT TBDI
P8- 1 112T
ZSO- 1 -- 0 - - - - --
TBDI
JL3T P8 - 12
c SC - 1TBDI
d-.-- - - - - - n P8 - 13
ZSO - 2TBDI
0-- - - - - -- t5T P8 - 14
ZSC - 2TBDI
p..----- _ -_ r_ P8 - 15
REF DWG REF DWG TITLE
DRAWING NUMBER TITLE
REFERENCE DRAWINGS
5607 1/ 0 MODULE
DIGITAL INPUT
0- 0BOOSTER PUMP 1
AUTO STATUS
P5
1BOOSTER PUMP 1
RUN STATUS
P5
2BOOSTER PUMP 1
FAULT STATUS
z BOOSTER PUMP 2f AUTO STATUS
P5
BOOSTER PUMP 2RUN STATUS
P5BOOSTER PUMP 2
FAULT STATUS
6 RAW WATER PUMP 1
AUTO STATUS
RAW WATER PUMP 1RUN STATUS
0-- 7 COMMON
RAW WATER PUMP t8 1 FAULT STATUS
9I
RAW WATER PUMP 2AUTO STATUS
pRAW WATER PUMP 2
RUN STATUS
11 RAW WATER PUMP 2FAULT STATUS
P8BOOSTER PUMP 1
E12 SV - 1
OPENED
P& 800'S? ER PUMP t
13 SV - 1
CLOSED
P8BOOSTER PUMP 2
14 SV - 2OPENED
P8BOOSTER PUMP 2
15 SV - 2CLOSED
OW 8 - 15 COMMON
B CRU 02/ 12/ 09 REVISED FOR BIDA FRM 01/ 0 ISSUED FOR BID
REV BY DATE
REVISIONS
DESCRIPTION
BOC24VDC TBD
N3) SEE DRAWING F3i- E- RPS - E003
1L„ 14_, tir
E- RPS - E003 _ I
2
I
col
RECORD BY DATE
DESIGN GAS 12/ 22/ 08
DRAFTING FRM 12/ 22/ 08
CHECKED
APPROVED
PROJECT: A08032
SCALE: NONE
IR7
Al
IR2
Al
R3
Al
IR4
Al
IR5
A1
W
1
TBDO
LJ
TBDOn
T8D0
J
T8D0
nl
It
Automation ConsultingIR Engineering Servicesg ine.
430 X. Broad, SWte ®, Fara3Ljugton, NU 87401TeL ( 505) 326- 2424 Fa= ( 505) 326 - 3434
5007 I/ O MODULE
DIGITAL OUTPUT
JBOOSTER PUMP t
RUN COMMAND
BOOSTER PUMP 2
J RUN COMMAND
j RAW WATER PUMP 1
RUN COMMAND
Z I RAW WATER PUMP 2f RUN COMMAND
4BOOSTER PUMP 1
BLOCK VALVE CLOSE
0 - 4 COMMON
5BOOSTER PUMP 2
BLOCK VALVE CLOSE
6-
6 I SPARE
7 1 SPARE
S J SPARE
P6
9 1 SPARE
Ow 5 - 9 COMMON
CITY OF AZTEC WATER SYSTEMSSHEET
RESERVOIR # 3 PUMP STATION EE1IPLC I/ O TOTAL
DIGITAL INPUTS AND OUTPUTS
DRAWINGNUMBER E- RPS - E005
REV
B
I
IR1io-
IR4 - - -J
111 14kd 1-0E- RPS - E003
J
1L„ 14_,
tir
E- RPS - E003 _ I
2
I
col
RECORD BY DATE
DESIGN GAS 12/ 22/ 08
DRAFTING FRM 12/ 22/ 08
CHECKED
APPROVED
PROJECT: A08032
SCALE: NONE
IR7
Al
IR2
Al
R3
Al
IR4
Al
IR5
A1
W
1
TBDO
LJ
TBDOn
T8D0
J
T8D0
nl
It
Automation ConsultingIR Engineering Servicesg ine.
430 X. Broad, SWte ®, Fara3Ljugton, NU 87401TeL ( 505) 326- 2424 Fa= ( 505) 326 - 3434
5007 I/ O MODULE
DIGITAL OUTPUT
JBOOSTER PUMP t
RUN COMMAND
BOOSTER PUMP 2
J RUN COMMAND
j RAW WATER PUMP 1
RUN COMMAND
Z I RAW WATER PUMP 2f RUN COMMAND
4BOOSTER PUMP 1
BLOCK VALVE CLOSE
0 - 4 COMMON
5BOOSTER PUMP 2
BLOCK VALVE CLOSE
6-
6 I SPARE
7 1 SPARE
S J SPARE
P6
9 1 SPARE
Ow 5 - 9 COMMON
CITY OF AZTEC WATER SYSTEMSSHEET
RESERVOIR # 3 PUMP STATION EE1IPLC I/ O TOTAL
DIGITAL INPUTS AND OUTPUTS
DRAWINGNUMBER E- RPS - E005
REV
B
RADIORANSCEIVER AT RADIO RECEIVER
EAST AZTEC AT RESERVOIR
PUMP STATION # 3 PANEL
PANEL
1 " C
214 W/ # 14 GND
3/ 4 "C,
1- TSP # 18
LT
3/ 4"C,
1 --- TSP 1 PIPE
PT PRESSURE
FOR
BOOSTERLMR --400 RESERVIOR CONTROLCOAX CABLE # 1 LEVELSEE DRAWING ( PT IN PIPE) E- RPS - E007
PLC LIGHTING
PANEL PANEL
SV - 21 ( SV- 1
1 " C
2 #14 W/# 14 GND
f
MCC
3/ 4" C,
2 "C, 212 W/ # 12 GND
4- 9 / C # 14
RECORD BY DATE
DESIGN GAS 12 23 08
DRAFTING FRIG! 12/ 23/ 08
B CRU 02/ 12/ 09 REVISED FOR BID CHECKED
REF DWG# REF DWG TITLE A FRM 01 07 09 ISSUED FOR BID APPROVED
DRAWING NUMBER TITLE REV BY DATE DESCRIPTION PROJECT: A08032
DEFERENCE DRAWINGS REVISIONS SCALE: NONE
EC
3510CFM
Ty
T
4--- A,._.._-_ -_
T
MASTERCOOL P215601AEVAPORATIVE COOLER CONTROLTYPICAL OF 2.
MECHANICAL FLOOR PLAN
19" X19" THRU WALL, INTERIOR
OPENING TO BE WRAPPED WITH
J" HARDWARE CLOTH -\
lo'- o"
A.F.F.
ETAL BUILDING WALL
EVAPORATIVE COOLING
SECTION
E-C\
2" X2" X" ANGLE IRON
FRAME
ATTACH TO WALL ASRECOMMENDED BY
BUILDING MANUFACTURER.
3510
Ift
Q
48X48WEATHER PROOF LOUVER
ALUMINUMREFLECTOR
I a 118103 V
INSULATED THERMOSTAT BASE
ILL. OR CONTACTOR BOX
I
THERMOSTAT MOUNTING DETAILN 0 T T 0 S CALE
48X48 BACKDRAFT
DAMPER ( FABRIC)
MOUNT BOTTOM Of
10'- 0" ABOVE FIN
FLOOR
0
FHER PROOF
oou, N, m, 2101 0& Ju" BLVD,
49MAan" On- wo N" Cb 67401 M- 325- 7&%
rmd ImaUon — dortar, 0 UT
y/
MECHANICAL ELEVATION PLAN1/ 4)'= 1' - O"
A— 948X48
WEATHER PROOF LOUVER
MOUNT TO WALL PER MANUFACTURERSRECOMMENDATIONS
20*
TYPICAL ALL
AIR DEVICE SCHEDULE
19X19 EC- 1 WALL NOTE:
TYPE OF MANUFACTURER CONNECTION
PENETRATION SEE DETAILS BELOW FOR
PANEL OR
0
10'- 0" A. F. F. MOUNTING HEIGHTS AND 19X19 EC- 1 WALL
CONSTRUCTION DETAILS PENETRATION
INSTALLATION MODEL NUMBER
10*- 0" A. F. F.
ACCESSORIES FACE SIZE
IR 2-- tIR
TYPICAL OF 6
LlEXHAUST RUSKIN
48X48
10'- 0" lo$-o"
8-- 0- 46. 3"
2
A. F. F. A. F.F. - 0
LOUVER ELF 375XH
A.F.F.
3510 2"
I
1120
BACKDRAFT RUSKIN48" X4"
L
SID E TH ERMO- STAT
ALUMINUMREFLECTOR
I a 118103 V
INSULATED THERMOSTAT BASE
ILL. OR CONTACTOR BOX
I
THERMOSTAT MOUNTING DETAILN 0 T T 0 S CALE
48X48 BACKDRAFT
DAMPER ( FABRIC)
MOUNT BOTTOM Of
10'- 0" ABOVE FIN
FLOOR
0
FHER PROOF
oou, N, m, 2101 0& Ju" BLVD,
49MAan" On- wo N" Cb 67401 M- 325- 7&%
rmd ImaUon — dortar, 0 UT
y/
MECHANICAL ELEVATION PLAN1/ 4)'= 1' - O"
A— 948X48
WEATHER PROOF LOUVER
MOUNT TO WALL PER MANUFACTURERSRECOMMENDATIONS
20*
TYPICAL ALL
AIR DEVICE SCHEDULE
DESIG.
TYPE OF MANUFACTURER CONNECTION
RPM
PANEL OR
0
DESIG. j INSTALLATION MODEL NUMBER SIZE ACCESSORIES FACE SIZE NOTES
LlEXHAUST RUSKIN
48X48
IR- 1 8-- 0- 46. 3"
2LOUVER ELF 375XH
3510 2"
I
1120
BACKDRAFT RUSKIN48" X4"
ULTRA COOL SID E TH ERMO- STAT 1, 2, 3
DAMPER NMS2
1_
1. MOUNT DAMPER TO RELIEF OUNT OF BUILDING
2. LOUVER IS WEATHER RESISTANT FROM BLOWING RAIN.
EVAPORATIVE COOLER SCHEDULEDESIG. CFM S. P. DIA. RPM WATTS 0 VOLT MANUFACTURER & MOUNTING POWERED NOTES
HEIGHT I
HP)
IR- 1 8-- 0- 46. 3"
MODEL NUMBER BY
RAYWALLCH448- 1A 1, 2" 3
3510 2" 1120 1/ 2( HP) 1 115 ULTRA COOL SID E TH ERMO- STAT 1, 2, 3
1_ AS- 70 w L
1. PROVIDE ANGLE IRON FRAME FOR WALL MOUNTING. SEE DETAIL THIS SHEET,
2. 19" X19" DUCT THRU WALL TERMINATE WITH J" HARDWARE CLOTH AND FRAME.
3. PROVIDE " CW SUPPLY TO EACH COOLER WITH SHUT OFF INSIDE BUILDING. COOLER TO BE STARTEDON A SEASONAL BASIS BY OWNER.
INFRARED HEATER SCHEDULE
DESIG. MOUNTING 0LENGTH
VOLT MBH MANUFACTURE NOTESHEIGHT I MODEL NUMBER
IR- 1 8-- 0- 46. 3" 1 15. 3RAYWALL
CH448- 1A 1, 2" 3
NOTES:
1. MOUNT ON WALL WITH TOP ANGLED 20* FROM FACE OF WALL. 2. PROVIDE AND INSTALL COMPLETE WITH CONTACTOR IN BOX FEC- 30- 120, WITH SWITCH, TRANSFORMER ( 20 VA) AND THERMOSTAT TE8001.
3. MOUNT THERMOSTAT ON INSULATED BLOCK WITH INFRARED SHIELD. SEE DETAIL THIS SHEET.
RAT IFAM P00 fipU4P HOU#E & CkWd,9 PMX
ff OFAZTEd Nor Ada
BURKE ASSOCIATES, INC, MIX-TIANICAL & ULlICTRI[CAL LINGINPERS2518NIONUMUNTRD, SUITLA
7. GRAND A TNCrEON, CO. H] 503
R ) NF ( 9701243- 9099F,XX ( 976) 242- R543
ad AO
tv ma fff
R k skm#4we ftw
A# 1
w
n, 0
1
00
c
0
3.
LIGHTING PLAN PUMP DOUSESCALE 114' = 1 - D•
LUMINAIIR"'E
EQUIP, DESCRIPTION LOAD( KW OR HP)
VOLTAGE
OVERCURRENT PROT.
ELECTRICAL
SYMBOL MANUFACTURER CATALOG # f) LAMP DESCRIPTION /NOTES LOAD
EC EVAPORATIVE COOLER 1 2HP
BALLAST
20A1P CKT B KR
VOLT AMPS)
z
COLUMBIA HEM44 2ST4EB8,120 120 HI -BAY STRIP LIGHT
IR INFRARED HEATER
LHEMWG
3/ 4' C- 2# 12+ G 15 A2 CKT BRKR
120A
20
480V 9. 5 1F4
1) 5-32TB1 4 -LAMP ELEC.
NR - NR
GENERAL EQUIPMENT NOTES:
HUBBELLLM 70P81PC 0 120 LAREDO WALL PACK 70W PULSE START MH
4. MECHANICAL CONTRACTOR TO PROVIDE 120VAC LINE VOLTAGE THERMOSTAT. ELECTRICAL CONTRACTOR TO PROVIDE
20A2P CONTACTOR AND CONTROL WIRING AS PER DETAIL ON THIS DRAWING.
B 1 4
1)
70MH FULL CUTOFF 85B
0
RD
1176 EC - 1 WEST]
DUAL -LITEURW93 120/ 277
LED /HALOGENWHITE THERMOPLASTIC, RED LETTERS,
DAMP LOCATION LISTER. MAINTENANCE 5
1 20 SPARE
MAINT. FREE BATTERY FREE BATTERY
0
1176
DUAL -LITE 9RHSBO608 6VDC SINGLE REMOTE HEAD, WET LOCATION.
1 7 A 8
I)SW MR16 LISTED. N/ A
0
500
LUMINAIRE GENERAL NOTES:
1. CIRCUIT EMERGENCY /EXIT LIGHT TO THE UNSWITCHED SIDE OF THE AREA LIGHTING CIRCUIT.
2. MOUNT TYPE " A" LIGHTS TO THE UNDERSIDE OF THE ROOF STRUCTURE. LIGHTING SHALL NOT CONFLICT WITH OPERATION OF THE CRANE.
REVISIONS
BY DA ]"E DESCR
BY DA TE DESCR.
BY DA iE DESCR
DATE FEBRUARY 2009 DRAW
CHECKED
SCALE 114' = 1 = 0" APPRO ED
ONTACTOR PANEL
YPICAL OF 6
AIR INTAKE
LOUVER
EC 1
1
r
I I
c I
PPl -5I I
I
I I
3r+
g ? lR1
i
TO MCC
D
TO MCCi
RTU
IR
i
PP1
MCC
PP1 -11 IE
E
E i
i {
f i1
n
1 i
E
t F
PP1 -3 - f t
f
i
EC
jL
R PP1 -7
TO MCC
I
10XIO' COILING DOOR , ' 6,191'LIN6 661 ,
WPGFCI :.
PONER PLAN PUMP HOUSE114' = 1- 00
R NEDULEEQUIP"'MENT ELE(0.
71 KrUCAL SC, I
EQUIP, DESCRIPTION LOAD( KW OR HP) BRANCH CKT OVERCURRENT PROT. NOTES
MOTOR
CEO
VOLT /AMP /PHASE
Descripton
DISC. - STARTER
P.
0
L
E
S
EC EVAPORATIVE COOLER 1 2HP 3/4 "C- 2 # 12 +G 20A1P CKT B KR 1, 2,
z
B
120V/ 9.8 10
1640
NR
IR INFRARED HEATER 4. 5KW 3/ 4' C- 2# 12+ G 15 A2 CKT BRKR 1, 2, 41
20
480V 9. 5 1F4
0
NR - NR
GENERAL EQUIPMENT NOTES:
1. COORDINATE THE EXACT LOCATION OF THE EQUIPMENT PRIOR TO ROUGH -IN.
2. VERIFY PROPER FUSE /C. B. SIZING WITH MANUFACTURE'S NAMEPLATE.
3. MECHANIC "SL CONTRACTOR TO PROVIDE EVAP. COOLER CONTROL SWITCH. ELECTRICAL CONTRACTOR TO INSTALL ANDWIRE.
4. MECHANICAL CONTRACTOR TO PROVIDE 120VAC LINE VOLTAGE THERMOSTAT. ELECTRICAL CONTRACTOR TO PROVIDE
20A2P CONTACTOR AND CONTROL WIRING AS PER DETAIL ON THIS DRAWING.
SOUDER, MILLER & ASSOCIATES, 2101 SAN JUAN BLVD, RES
FARMINGTON, NEW MEXICO 874-01 TELE: 505-- 325 - 7535DOS
Albuquerque — Las Cruces — Santa Fe, NMD4 S Civrl/ Enviranment l r
sciebUs h -weers v Grand Ju.ncti.on. — Cortez, CO Monticello, UT
AIR INTAKE
LOUVI =R
I F I
i F I t i
f I
t i
i t I
3 {
S f
1 t
1 t I
1 } p l
I
1
I 1
i I
E €
t I
1 1
1 i
XX"
MOTOR
CEO CONTACTOR
RAW WA TER POND
CITE OF AZTEC, NEW MEDICO
ELECTRICAL LEGENDTHERMOSTAT MCC MOTOR CONTROL CENTER
MECHANICALEQUIPMENT
NEC NATIONAL. ELECTRIC CODE
IDENTIFIER
r DUPLEX RECEPTACLE
PLC
FLAG NOTE
MAIM BREAKER: 100AMP
MAIN LUGS: N/ A
JUNCTION BOX
XX"
MOTOR
CEO CONTACTOR
SWITCH
EC EVAP. COOLER SWITCH
WP I WEATHER PROOF
GFCL GROUND FAULT CIRCUIT
INTERRUPTING
AFF I ABOVE FINISHER FLOOR
RTU REMOTE TERMINAL UNIT
PLC PROGRAMMABLE LOGIC
MAIM BREAKER: 100AMP
MAIN LUGS: N/ A
CONTROLLER
XX" MOUNTING HEIGHT
PPX -X BRANCH CIRCUIT IDENTIFIER
Q CIRCUIT 120VAC CONTROL POWER FOR INFRARED UNIT HEATERS TO PPS -9.
STUB CONDUIT UP NEAR MOTOR. TRANSITION TO SEALTITE AND CONNECT TO MOTOR
TERMINAL BOX.
3` > STUB CONDUIT UP NEAR FUTURE MOTOR LOCATION. CAP TO PREVENT DEBRIS FROM
ENTERING INTO CONDUIT.
G ElNJE RAL 1") 110TES1. COORDINATE WITH MECHANICAL CONTRACTOR FOR EXACT LOCATION OF ALL
MECHANICAL EQUIPMENT.
2, MOUNT RECEPTACLES IN THE BUILDING AT 48" ABOVE THE FINISHED FLOOR.
3. SECURELY MOUNT THE ANTENNEA FOR THE RADIO SYSTEM TO THE SIDE OF THE
BUILDING OPPOSITE THE EXTERIOR WALL WHERE THE RTU /PLC CONTROL PANEL ISLOCATED. SEE CONTROL DRAWINGS FOR A SUPPORT DETAIL,
PANEL SCHEDULE PPl
VOLTFPHASE/ WIRE: 120 /208V /3PH14W
MOUNT /ENCLOSURE: WITHIN MCC
SUSS AMPACITY 100AMP
BUSSING MATERIAL: COPPER
FEEDS FROM: SEE ONE: -LINE
FEEDER SIZE: SEE ONE -LINE.
MAIM BREAKER: 100AMP
MAIN LUGS: N/ A
KAIC RATING: SEE ONE -LINE
SERIES /FULLY RATED: FULLY
SERVICE ENTR. RATER: NO
EXISTING PANEL: NO
R 1 B 1 C
DescriptonA
M
P
S
P.
0
L
E
S
C
K
T
N
101
P
H
A
S
E
C
K
T
N
10
P
0
L
E
S
A
M
P
IS
Description
I A B I C1640 LIGHTING 20 1 1 I A 2 1 20 1 SPARE 0
1080 RECEPTACLES 20 1 3 B 1 4 1 20 SPARE 0
1176 EC - 1 WEST] 20 1 5 C1 6 1 20 SPARE 0
1176 EC -2 ( EASf) 20 1 7 A 8 1 20 SPARE 0
500 IR CONTROL POWER 20 1 9 B 10 1 20 SPARE 0
1000 PLC / RTU CONTROL. POWER 20 1 111 C 12 1 20 SPARE 0
0 SPACE 13 A 14 SPACE 0
0 SPACE 15 B 16 SPACE 0
0 SPACE 17 C 18 SPACE 0
0j SPACE 19 A 20 SPACE 0
0 SPACE j 21 B 22 SPACE 0
0 SPACE 123 C 24 SPACE 0
0 SPACE 125 A 26 SPACE 0
0 SPACE 127 B 28 SPACE 0
0 SPACE 29 C 30 1 SPACE 0
0 SPACE 31 A 32 SPACE 0
0 SPACE 331 B 34 SPACE 0
0 SPACE 35 C 36 ISPACE 0
0 SPACE 37 A 38 SPACE 0
0 ISPACE 39 B 40 SPACE 0
0 SPACE 41 C 42 SPACE 0
2816 1580 21 76 TOTALS 0 0 0
TOTALLOAD: 6572 A: 2, 816 B: 1, 580 C: 2, 176
LOADS CONTINUOUS NON - CONTINUOUS DEMAND FACTOR /CALCULATION DEMAND LOAD
EXISTING 0 0 125% x 0 0
LIGHTING 1, 640 0 125% x 1640 + 100% x 0 2, 050
RECEPTACLE 0 1, 080 100% x 1080 + 50% x 0 1, 080
MOTOR 0 2, 352 125% x 1176 + 100% x 1176 2, 646
FIXED HEAT 0 0 100% x 0
0A/ C 0 0 100 °!n x 0
KITCHEN EQ iP. 0 0 100 % x 0 0
MISC 1 0 1, 500 125% X 0 + 100% x 1500 1, 500
TOTAL DEMAND LOAD 7, 276
Total Electrical Service Load for MCC
Raw Water Pump # 1 ( 100HP, 480V, 3ph, 124FLA) 902970 VA
Raw Water Pump #2 ( 100HP, 480V, 3ph, 124FLA) 102970 VA
Potable Booster Pump # 1 ( 75HP, 48QV, 3ph, 96FLA) 79718 VA
Potable Booster Pump #2 ( 75HP , 48OV, 3ph, 96FLA) 79718 VA
Infrared Heaters ( 5@4. 5kw /ea, 48QV, 1 ph, 9. 5FLA) 22500 VA
Panel PP1 7, 276 VA
Total Building Loads 395152 VA
475.9A, 480V, 3ph)
Size electrical service for 600amps, 277/ 480V, three phase, four wire.
PUMP HOUSE ELECTRICAL PLAN
This drawing isincampfete and notto ! >.:= used for
s construction unless
T I.t it is Stomped,
Signed and Dated
SHEETM
a
b0n
o0Lo
4
zt0
v
Q
a
ELECTRICAL SITE .)' LANSCALE I' - 50'- 0'
FEEDER GROUND CONDUCTOR
SIZED PER NEC 250
TYPICAL CONTINUOUS GROUNDCONDUCTOR WITHOUT SPLICES
INSTALL GROUND BUSHINGSON ALL CONDUITS AND BOND
CONDUIT GROUNDING BUSHINGSTO GROUND BUS.
TYPICAL GROUND
BUS BAR
TYPICAL INSULATED
f-1— NEUTRAL BAR
BOND TO BLDG. STEEL
PER NEC 250
277/4802
PANEL
TYP.) AL
DRY TYPE TRANSFORMER
48OV ,LTO 120/ 208V YTYPICAL)
TYPICAL INSULATED
NEUTRAL BAR
BOND TO BLDG. TYPICAL GROUND
STEEL PER NEC 250BUS BAR
120/ 2082 N
PANEL ITYP.)
G
PHASE BUS
SIZED ON O/C
I
DEVICE PER NECSERVICE ENTRANCE
EQUIPMENT ( ONLY) 250
NEUTRAL BUS LINK EQUIP. G OUND
OVERCURRENT
DEVICE( S) ASG
SCHEDULED
M
PHASE BUS
L_ IN----
NEUTRAL BUS LINK EQUIP. G OUND
GSIZED PER NEC M250 TO ER
GROUNDBUSI MOTOR
2/ 0 IN 1 "C. 277/ 48OV,30,4W SIZED ON O/ C
SERVICE DEVICE PER NECBOND TO SWITCHBOARD 250
ENCLOSURE PER NEC
UNDERGROUND CONDUIT DETAIL
250 OR 25% OF
2 0
SERVICE PHASE CON- GROUND TO MAIN INTERIOR
DUCTOR OVER 1100 MCM HOT & COLD WATER SERVICEPER NM ELECTRIC CODE
210 IN 1" C.
6 IN 3/ 4" CONDUITSERVICE AND COMMON
MAIN GROUNDING
200A3P
CONDUCTOR PER NEC 250
15OA3P 20A2P 20A2P 20A2P 20A2P 20A2P 20A2P
CONCRETE ENCASED
ELECTRODE OR
FOUNDATION REBAR
MINIMUM 6'
APART
NOTE:
CONTRACTOR TO BOND ALL METAL PIPING SYSTEMS WITHIN THE BUILDING. CONTRACTOR TO PROVIDE GROUND BUSHINGS ON ALL CONDUITS CONNECTED
TO PANELBOARDS, TRANSFORMERS, ETC.
TYPICAL GROUNDING DETAILSCALE NONE
5 /8 "x8' COPPER
CLAD GROUND ROD
TYPICAL ALL RODS)
ELECTRICAL LEGENDQ THERMOSTAT MCC MOTOR CONTROL CENTER
inMECHANICAL EQUIPMENT NEC NATIONAL ELECTRIC CODE
IDENTIFIER
WP WEATHER PROOF
DUPLEX RECEPTACLE
GFCI GROUND FAULT CIRCUIT
FLAG NOTE INTERRUPTING
JUNCTION BOX AFF ABOVE FINISHED FLOOR
MOTOR RTU REMOTE TERMINAL UNIT
CONTACTOR PLC PROGRAMMABLE LOGIC
CONTROLLER,
SWITCH
W, MOUNTING HEIGHT
EC EVAP. COOLER SWITCH
PPX -X BRANCH CIRCUIT IDENTIFIER
G El " 4'E RAL INJOTES1. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE CITY OF AZTECELECTRIC UTILITY DEPARTMENT FOR NEW ELECTRICAL SERVICE REQUIREMENTS. CONTACT PERSON SHALL BE KEN GEORGE AT (505) 334 -7667.
2. COORDINATE THE EXACT LOCATION OF THE UNDERGROUND VAULT FOR THE PRESSURETRANSDUCER ON RESERVOIR No. I. WITH THE PROJECT ENGINEER. LOCATION SHOWN ONTHIS PLAN FOR REFERENCE PURPOSES ONLY.
3. COORDINATE THE EXACT LOCATION OF THE ELECTRIC SOLENOID VALVES FOR THEPOTABLE WATER BOOSTER SYSTEM WITH THE PROJECT ENGINEER. LOCATION SHOWNON THIS PLAN FOR REFERENCE PURPOSES ONLY.
4. CONTRACTOR SHALL PROVIDE UNDERGROUND CONDUIT FOR FUTURE RAW WATERPUMP # 2 AND STARTER IN MCC. CAP THE END OF THE CONDUIT TO PREVENT DEBRISFROM ENTERING INTO CONDUIT.
5. PROVIDE CONCRETE HOUSEKEEPING PAD FOR THE MCC. THE PAD SHALL BE A
MINIMUM OF 4" TALL AND 3" LARGER IN LENGTH AND DEPTH THAN THE MCC.
6. LOCATE THE ELECTRICAL SERVICE DISCONNECT ON THE OUTSIDE OF THE BUILDINGDIRECTLY BEHIND THE MCC. SECURE TO BUILDING STRUCTURE.
7. STARTERS FOR THE RAW WATER PUMPS AND THE POTABLE BOOSTER WATER PUMPS
SHALL BE ELECTRONIC SOFT START. PROVIDE WITH GREEN RUN INDICATOR LIGHT, HOASWITCH AND AUX. CONTACTS AS NECESSARY FOR I/O CONNECTIONS, REFER TOCONTROL DRAWINGS.
8, THE CONTRACTOR SHALL, AT THEIR OPTION, PROVIDE THE CONTACTORS FOR THEINFRARED HEATERS IN THE MCC IN LIEU OF NEAR THE HEATERS AS SHOWN.
WARNING TAPE SUPPLIED
BY ELECTRICAL CONTRACTOR
FINISHED GRADE
6"
f, N
xyj jJ' j` 18" OR PER NEC
x \\\ TABLE 300.5
4" OF SELECTF S71' 11, i1FJ1.
VV
CONTAINING NO ROCKS CONDUIT/CONDUCTOR TO BE
WITH A DIAMETER SUPPLIED AND INSTALLED
GREATER THAN 3/ 4" BY ELECTRICAL. CONTRACTOR
REWISIONS
BY DA TE DESCR,
BY DA DESCR.
BY DA iE DESCR
GROUND PER ( 5 5 5 CONCRETE HOUSEKEEPING PAD CABLE SCHEDULE
NEC ART, 250 30A2P . 30A2P
1.480V
0A2P 3OA2P _.. 30A2P
3 3 4 4 30A2 4802
30A2 - 4802 ( 2) 3 " PVC / GRC- 4 # 350KCMIL( CU, THHN). ELBOWS AND RISER SHALL BE GALVANIZED RIGID CONDUIT WRAPPED
WITH CORROSION RESISTANT MATERIALS WHERE IN DIRECT CONTACT WITH THE SOIL. BURY CONDUIT 24" 5 5 5 S BELOW GRADE.
4SKW 4, 5KW 4. SKW 4SiCV1! ( 2) 3" GRC- 4# 350KCMIL ( CU, THHN)+ 1 # 1( CU, TH- iN) GND.
RAW WATER ( FUTURE) POTABLE WATER POTABLE WATER INFRARED INFRARED INFRARED INFRARED INFRARED (: D 2" PVC/ GRC- 3 # 2 10( CU, THHN)+ 1 # 6( CU, THHN) GND, ELBOWS AND RISER SHALL BE GALVANIZED RIGID CONDUITPUMP # 1 RAW WATER BOOSTER PUMP # 1 BOOSTER PUMP # 2 HEATER # 1 HEATER # 2 HEATER # 3 HEATER # 4 HEATER # 5 WRAPPED WITH CORROSION RESISTANT MATERIALS WHERE IN DIRECT CONTACT WITH THE SOIL, DIRECT48OV, 30 PUMP # 2 480V, 30 48OV, 30 48OV, 10 480V, 10 48OV, 10 48OV, 10 48OV, 10 CONNECTION TO THE MOTOR SHALL BE SEALTITE CONDUIT.
124FLA 48OV, 30 96FLA 96FLA 4, 5KW 4. 5KW 4. SKW 4. 5KW 45KW
124FLA1. 5" PVC / GRC- 3 # 1( CU, THHN)+ 1 # 6( CU, THHNi) GND. ELBOWS AND RISER SHALL BE GALVANIZED RIGID CONDUIT
WRAPPED WITH CORROSION RESISTANT MATERIALS WHERE IN DIRECT CONTACT WITH THE SOIL. DIRECT
ONELINE DIAGRAMCONNECTION TO THE MOTOR SHALL BE SEALTITE CONDUIT.
SCALD- NONEa 3/ 4" IMC- 2 # 12( CU, THHN) + 1 # 12( CU, THHN).
1 # 2 / 0( CU, BARE) GROUNDING ELECTRODE CONDUCTOR TO THE BUILDING METAL WATER PIPING AND
STRUCTURAL STEEL, 1 # 4( CU, BARE) TO THE FOUNDATION REBAR ( UFER CONNECTION) AmD 1 # 6( CU, BARE) TO ( 2)
5 / 8 " x8' COPPER CLAD GROUND RODS SPACED A MINIMUM OF 6' APART. GROUNDING AND BONDING SHALL
CONFORM TO THE REQUIREMENTS OF THE NEW MEXICO ELECTRIC CODE.
DA TE FEBRUARY 2009
SCALE 1" = 50' -- D"
SOURER, MILLER & ASSOCIATES, 2101 SAN JUAN BLVD, DRAWN RES
FARMINGTON, NEW MMCO 87401, TELE: 505 --- 325 - 7535CHECKED DDS _._.
Albuquerque — Las Cruces — Santa Fe, NMAPPROVED DWS C' 3IE / rronmenter
sotEaUgLs ngineers Grand Junction - Cortez, CO Monticello, UT
RA) r # ATER POND
CITY OF AZTEC, NEW MENC' Q
ELECTRICAL SITE )' LAN AND DERAILS
MCC" - MOTOR CONTROL CENTER
600A, 277/ 48OV, 30, 4W, NEMA 1, 42KIAC
UNDERGROUND CONDUIT DETAILNEW PAD 2 0
MOUNTED XFMR20OA3P 200A3P 15OA3P 15OA3P 20A2P 20A2P 20A2P 20A2P 20A2P 20A2P 2OA2P SCALE NOT TO SCALE
BY CITY OF AZTECPP1
9600A
LPSR ELEC, ELEC. 30KVA100A MCB
TVSS
60OA3P
ELEC.
SOFT SOFT SOFT
ELEC.
SOFT 0/ 208212€3/ 208V
160KA30, 4WSTARTER STARTER STARTER STARTER 301 4W, 15 ©
42CKT
T- T i i22KAIC
REWISIONS
BY DA TE DESCR,
BY DA DESCR.
BY DA iE DESCR
GROUND PER ( 5 5 5 CONCRETE HOUSEKEEPING PAD CABLE SCHEDULE
NEC ART, 250 30A2P . 30A2P
1.480V
0A2P 3OA2P _.. 30A2P
3 3 4 4 30A2 4802
30A2 - 4802 ( 2) 3 " PVC / GRC- 4 # 350KCMIL( CU, THHN). ELBOWS AND RISER SHALL BE GALVANIZED RIGID CONDUIT WRAPPED
WITH CORROSION RESISTANT MATERIALS WHERE IN DIRECT CONTACT WITH THE SOIL. BURY CONDUIT 24" 5 5 5 S BELOW GRADE.
4SKW 4, 5KW 4. SKW 4SiCV1! ( 2) 3" GRC- 4# 350KCMIL ( CU, THHN)+ 1 # 1( CU, TH- iN) GND.
RAW WATER ( FUTURE) POTABLE WATER POTABLE WATER INFRARED INFRARED INFRARED INFRARED INFRARED (: D 2" PVC/ GRC- 3 # 2 10( CU, THHN)+ 1 # 6( CU, THHN) GND, ELBOWS AND RISER SHALL BE GALVANIZED RIGID CONDUITPUMP # 1 RAW WATER BOOSTER PUMP # 1 BOOSTER PUMP # 2 HEATER # 1 HEATER # 2 HEATER # 3 HEATER # 4 HEATER # 5 WRAPPED WITH CORROSION RESISTANT MATERIALS WHERE IN DIRECT CONTACT WITH THE SOIL, DIRECT
48OV, 30 PUMP # 2 480V, 30 48OV, 30 48OV, 10 480V, 10 48OV, 10 48OV, 10 48OV, 10 CONNECTION TO THE MOTOR SHALL BE SEALTITE CONDUIT. 124FLA 48OV, 30 96FLA 96FLA 4, 5KW 4. 5KW 4. SKW 4. 5KW 45KW
124FLA1. 5" PVC / GRC- 3 # 1( CU, THHN)+ 1 # 6( CU, THHNi) GND. ELBOWS AND RISER SHALL BE GALVANIZED RIGID CONDUIT
WRAPPED WITH CORROSION RESISTANT MATERIALS WHERE IN DIRECT CONTACT WITH THE SOIL. DIRECT
ONELINE DIAGRAMCONNECTION TO THE MOTOR SHALL BE SEALTITE CONDUIT.
SCALD- NONEa 3/ 4" IMC- 2 # 12( CU, THHN) + 1 # 12( CU, THHN).
1 # 2 / 0( CU, BARE) GROUNDING ELECTRODE CONDUCTOR TO THE BUILDING METAL WATER PIPING AND
STRUCTURAL STEEL, 1 # 4( CU, BARE) TO THE FOUNDATION REBAR ( UFER CONNECTION) AmD 1 # 6( CU, BARE) TO ( 2)
5 / 8 " x8' COPPER CLAD GROUND RODS SPACED A MINIMUM OF 6' APART. GROUNDING AND BONDING SHALL
CONFORM TO THE REQUIREMENTS OF THE NEW MEXICO ELECTRIC CODE.
DA TE FEBRUARY 2009
SCALE 1" = 50' -- D"
SOURER, MILLER & ASSOCIATES, 2101 SAN JUAN BLVD, DRAWN RES
FARMINGTON, NEW MMCO 87401, TELE: 505 --- 325 - 7535CHECKED DDS _._.
Albuquerque — Las Cruces — Santa Fe, NMAPPROVED DWS C' 3IE / rronmenter
sotEaUgLs ngineers Grand Junction - Cortez, CO Monticello, UT
RA) r # ATER POND
CITY OF AZTEC, NEW MENC' Q
ELECTRICAL SITE )' LAN AND DERAILS
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