004 - Drawings TE-1.pdf

PRo..ECT NAr.E

REPAIR 250-TOr1J AIR COOLED CHILLER, B3139 DORM

"TRUE NORTH

I I ,u li!j le, I<>:

1"'

<I \__': LI L

,'""'<. ii) IO _ :) ' ::"'""'"'<,.,.';~LaJJ I} NORTH GA TE

-~111 Ii ~ ... ~ <,,,,, ;, •• _ I ._}!{;: // 1~(3=2=5)--;c65;;:-;4c-;;-3c;:c52=8 '< i II I' < ".':,·r-B,.~'..;; , 1 ·- CIVIL ENGINEER

BUILDING 3511

1 I ---. I • I-·,---- • • • • "-/----./

0:J 'I/ 11 I i ) !!1 -1:f'- ' I - ,,;,,,'.'"•> ,!'/':. / .. ,_ (1ry!;)-65A-1819 [=i 1 · 1 I ! U , f d! f <'f.c',,,_,;i(::,·<:1C tttud '°I r:i l

PROJECT NO.

MAGNEK DECLINATION 5' 18' EAST (2020)

ANNUAL RATE OF CHANGE, 6' WEST/YEAF

I 11 1. , ., ,,,,,. ; ,, I ·"-"''"'"'_·_ -- ____ , -1 1/1 1 1 ,1I , ' 11 _/ 1// ·<-.,~c<.----- - " I~ _,',11""TTm1,,1..,I i'1i'1 r 1N11,1 / i1' / / ·:<,-------.---::::_-------

J 11 /fl ;r"':il : /:1: ':it_:tit;/ :1:1; H~ .1 -- ------,52, PROJECT [',JO. JCGU 25-7002

I ,--1 L - I - ~ JW\

1 ~I h I 1_\\~\"'

•' , I I I 11• •~ ' I ' . .- ' - I ,.,r,;Q

" 11 u " ' , · ' -· ,. • - - - • '' " ' -

_ ,< e, C • _\i,. _ , _ ,- • ' J ' • - -• s '_ • ,. !"' - •-; .' t : : -:Si

---- -•-------··-- , .. ----··-· ,.,""' '·----·•-•"•"·----•·-·•-·•-· ----- --••'1'/~'--,---,,------ ,,,--"'"---"'1 .--- _. C"

1:'- r p }-

I~ c-

11,-·:=.

L i

SOURCE: https://www.ngdc.noaa.gov/geomag-web/#declination

~Ii /t-- I I J_ _I I ·-,; -- < I _ll I ' i 1/ 11 ,I. c.)' -_ ii 1.~-, . I -1, ,.,-'/ ,, .. ,.,,. ..:_, 11 111· t

400 0 400 800 ·/ 1 I 1-1 I I ''.r I ; ii,;.:;;:;;i 1'1!4' !~I - ~lk 11 j .1 '1 I'. '111-tt/4-ttf!"IH i - '" _J ~,~v «a1111, .11, ""' '- ~

- J 111 ~! \~, j-///-11 , 00;-=m• - 1 ~ SCA LE I i•J FE ET

T

JOMTFO!t<:E8 L-----

I' ---

-•.,--- - 7

I ,~, L', I : n

L I I

,;i!l1 - 1-:\~r',~----= li~ ///r , Ii~,,,, t=- 1~ _, - - , I . . •.:.. _ • ,IJr,w,l'.IOTR>JL .... •=- J

-'L.' 11-,,' I

I

IC']

i

1111!!!;1(:■tff[D!I ,;11 ,~i !1 0'\_ -~-:\'. •• - II._ • l'_-' I/ '1•~ 1~/hi~-'. !, I ll1 11 - - .. ~ •. •'II

/ DI ,[,~"JC:[.~[ls:J[ll 11 I r, r ~--"""~ 'Jlj I H l11: I 1 ~ I ) _\ \\ .. ~//'- ~ ~ •, =-/ ~ /_/ -□ '-----"-----~' I~ .. , I I '__:'_j 111 I I -, - -- < - ' 0

J1~~li1~1 ~l~r~I ~ 1~f '1,1111 -, ; - ~:;:~-~

• ~ c ~"~~:0~~ cc, n ;;•nl .... llffi,,) li-l:/-1 "., ,;:;;; ~/;,~, __ !~ i 4 I ,I, , • ~~-~,u 1 . _ SECURITY FCRCES ~ ~,' V •

••• /". __ c- - • ---;s. ~•~:i£~' • 1"""::

1,,v ~,:~ f /'[jl~,,_~l/'1//dj :~- - j Iii_ BUILDING3323 ~.J

•• ·.,. :1 I 1□ ,er- 6f ~ -~ , i_l! ~!.": :~

,;c~~/ / .r j t!j1 ~ _ ~ ,"'- ~ (325) 654-3504 •• 1,1 ~-- / • 1 -:'~ ·~ -.'-~ r t'1 !£:¾:!' i~f 1 'tJli1' - ~ ~"B 71-

- ·.8ASECONTRACTING 1!!:-·~~JI l~lfF[1 ~~1!1~~·- ··~11:1 1 ~; I ,, I·. __ ,_·., ) ' )'0., ; , !<! l

I i•

1§P:l'.;;'s~, ~~11~""fj I )~~:;~~~if~" Jf /F j~f ;

•-: • .~ ~:b: ;;~. _:, ~,,.,~~~Ji!l ~·~~!l1 l~l],~-. ;IF111~·- _ ,"'.

-½ [el~,~ ,r, ~~---- ~1 ~ :t,,1 L:ii:4r-;• 1 111~ 11_ I "I, iii 111 / ', ----::: Pi ~I 1---~;J~b -1 I ,;J '/;:::- ;;;: 111ni1111\ Ci1117TlC7T1TTITUll!fT"i-11~,wOc. --

1 J\ ~ - 1 I ~ I I- - - '/ 1 ·b r-, ! _- ! [',II' ·• \ • 11ih/'1111' 11' 111 1~H11/icll'\111-..c '] I I I / 111111lTlli,;][711u ~ LP )f!ffiJ _, ~ r rJ :L !1'::t. 1lt / •,•~ , ).0 I _ iii i 1111111,..,___'':\. \ ; rnni1.11111,n;rnm---n-11 /

!,,~._., -"·~=.:c:r~~ ,!'11110'.~' /'✓ !,,·"· I , "-·'1 1·.-,,, .. ~r~~'""~'" ! I ~ ~ ~ ~ ~~ " lf, ll"lT/T"lTT,T!l111 '-------", • I • . ' I i ' '{7 ,1-,, - - -1?1 r--,r I-""'- ~"" ,~ I - "" l \ I ~

/Iii, ~ i ~'"<f '~ •1z.a,f1~e_Jll l~~'\IH 1ii~f 11 \\;;''H,!11;" .J.,m,Err,.,,nj .tir~ •_ t1• /;w J,.1;Jf l\_,GH"/fh,/1-j//j 1:Jl:;J;", J r\qil,_ :,"'~""~2 1 1

'(_ ·jc_ .. >Ef: /j I ~t~.=,n,~!2,/1[,tt ~~1~-'\11[11_ ,JI; 1; ,.,J' jiJl/I ~ . I: ~ •• *• '' . - ,J:, H]ij!r, ' ( 1.i,..j-=jl r I - --.:__ 1'1'. I\ I I O n I

"-- ,y,1 i;· ·- ~ •t~- '· c,=::

.I

I

• u , •, • ~-~ .. ~ :, • ,I 1,·, fill 11 •• ,,, 11~ ~ '1'/I 1 '

'c'/1/ / 1Jf.-J r:til ~- 'i~ _- ._J1 I ~~AJL 11~;-~cf#~~ '\ PROJECT tOCATION

, I, , ~. ~ ~:I] I ~ " : f 1' t • If r ~ -~ - ,I --~

I 11111~, i 11 ~II1a1 ,:, "Ji j.' w, 11 1 ~·1 j -.,,,,,, 1~- •· •~ 11

I --1-

I' I -"~7 ~ lli 11 I,-,,- . ~7;1 ;t if l : fl ! ! l ~:: :: ::H1F1 : • I I \",' /

~,1!~ I L ~ri~I~~ ~1n~&~~j~71 ~t11;~ ~J11l1i: ·1r~ /j;__ ~-:~ .• a=~s' C :, - ' 1/i j j 1 'I :r - !J I "111·•1 :.- I I I ~ !11 • { /

111~~-~ • ,l~i- 1le:i--f~ 7ln~i/fil/ I~, '-1'11·--"'•,~J ~Lt~/ '

II L~ ~-~ ~-- ,11,,7 '~11;-il'!" ' - I I )/,,-/ /

.I I I ~!~1i i~~1~- )~,1~11 h I1~ . ?~

HAUL ROUTE ONTO

TROOPWALK AT B3139

I~

I : r-~ •

-'j • • . _, •J

V

I- ~ ·'·-,.// x:--7',.,~""'"'"'" a_.,,.,,;;~ ·-.;::_ ONSIA"TQ

' I I I I

' I

:, I I • =~"'g,E•,, - ---~--

J / ..

h •• • •• •• '.•~

' ' ' \ i 'y~

' I

' --, . -' 11.11\ 11 \e'.1'-1_1_,~c:;.c:.l

------QJAN'n~----~---E<Pl.OS'IE,,..,..,,...I

I j.

f ii

I

I

I

I

I

\'J I'

1-

/r~- '1 I/I (~

~/11 ,:

' I

I" '~ lr-7

II

CONTRACTOR STORAGE

/I/ AREA IS PROHIBITED

. I IN THE ODM ZONE.

I I

I

11 / I /':;1'4-lif',[?,I i _1:11 ,1~n ln!C 1~1~C'1~~~ ~ 1 ii~'/ t'.1

1/ 1 17 "1 t:rr■ 11~1 1-SOOTH G41E - l/1 t1{ ~ =·. ,' /,,"'

11 I~"'- " ,;! ~r. ~ ,~j (325) 654-r¥329 - - ·I •...,: '[' _ _ _ _ . __

// 1 , .oJ~. ~-----1 • _. ~ - -_ " .. , /h .. 1 ~ ,,,, -~-~~~--~- --~==--- 1-'::1 1

L_____/ ' - ~--····-~~ ~ - -.:::._;;>;/ -:kt1t)_·<~-\_·•,. _/ =,\1'll_ ·-_- -----~ - -- --!__---===- - - - ~~ - -==~--- I,;"' L~ □

COMMERCIAL VEHICLE

INSPECTION STATIONS

(325) 654-1290 1---

!_ - _J

I I

1i1 -~-~~L -·1-'.(

I..,._ '\ ,,, ' \,

- I L-

~-~,-~ T' ~ ~ ,-,-,,- n AUCT!O0Tc~/ ~ -~•rn-, VISrfORCDNT[OL CENTER ___ GOODFELLOW ,A.IR FORCE BASE

(325) 654-4122 ·• .•

IN CASE OF EMERGENCY CALL (325) 654-7000

GENERAL NOTES

1. PROSPECTIVE OFFERERS SHALL ONLY CONTACT THE BASE CONTRACTING OFFICE 17 CONS/PKA, 210 SCHERTZ BLVD. GOODFELLOW AIR FORCE BASE, TEXAS 76908-4122, 325-654-5174 FOR ANY AND ALL INFORMATION WITH REGARDS TO THIS SOLICITATION.

2. ALL WORK SHALL BE NEW, UNUSED, AND OF INDUSTRY-WIDE QUALITY OR AS INDICATED HEREIN, WHICHEVER IS OF THE HIGHEST QUALITY. THE

CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

3. THE CONTRACTOR SHALL INITIATE AND PROCESS FOR APPROVAL AF FORM #103 "WORK CLEARANCE REQUEST" TO THE GOODFELLOW AFB ASSIGNED PROJECT MANAGER PRIOR TO PERFORMANCE OF ON-SITE WORK. SITE UTILITIES THAT ARE LOCATED AND MARKED BY THE GOVERNMENT SHALL BE

MAINTAINED BY THE CONTRACTOR.

4. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO EXCAVATION OR TRENCHING.

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE SERVICE LINES AS REQUIRED FOR CONSTRUCTION FOR THIS PROJECT.

5. THE CONTRACTOR SHALL HAND DIG WITHIN (2) FEET EITHER SIDE OF UTILITY CROSSING UNTIL THE UTILITY IS PHYSICALLY EXPOSED, PRIOR TO PERFORMING MECHANICAL TRENCHING OR EXCAVATING. PROVIDE NEW TOPSOIL AND HYDROMULCHING IN ALL AREAS WHERE DISTURBED OR

DAMAGED BY CONSTRUCTION ACTIVITIES.

6. PROSPECTIVE OFFERERS ARE HIGHLY ENCOURAGED TO ATTEND THE SCHEDULED PRE-PROPOSAL SITE VISIT TO THOROUGHLY FAMILIARIZE THEMSELVES WITH ANY AND ALL EXISTING SITE AND PROJECT LOCATION CONDITIONS WHICH MAY AFFECT THE WORK UNDER THIS CONTRACT. THE GOVERNMENT SHALL NOT BE RESPONSIBLE FOR CONTRACTOR ERRORS OR OMISSIONS WHICH COULD BE MADE KNOWN BY ATTENDING A SCHEDULED SITE VISIT.

7. THE CONTRACTOR SHALL COORDINATE ALL COMMUNICATIONS WORK WITH THE ENGINEERING SECTION MANAGER AT FRONTIER COMMUNICATIONS AT 1-800-921-8102; WITH THE INSTALLATION OFFICE, AND THE GOODFELLOW AFB COMMUNICATIONS SQUADRON AT 325-654-3010.

SAN ANGELO, TE AS

PROJECT NOTES

1. THE CONTRACTOR SHALL MAINTAIN A CONSTRUCTION SITE NEAT AND CLEAN OF DEBRIS AS DIRECTED BY THE CONTRACTING OFFICER. THE CONTRACTOR'S WASTE DUMPSTERS SHALL BE EMPTIED ON A REGULAR BASIS.

ROADWAYS SHALL BE CLEAR OF DIRT AND DEBRIS. THE CONTRACTOR SHALL WATER-DOWN AREA FOR DUST

CONTROL.

2. AS APPLICABLE: THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SILT FENCING AROUNOTHE LIMITS OF CONSTRUCTION SITE. SILT FENCING SHALL ALSO BE PROVIDED AROUND AREA STORM DRAINAGE SURFACE INLETS. AT THE POST CONSTRUCTION PHASE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL MATERIALS RELATED TO THE PROJECT SILT FENCING TO INCLUDE ACCUMULATED DEBRIS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRINGING THE AREA AROUND ALL SILT FENCING BACK TO THEIR ORIGINAL CONDITION PRIOR TO THE INSTALLATION OF SAID FENCING AND PROJECT CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN RECORDS OF THE ORIGINAL CONDITION OF THE SITE. SUCH RECORDS SHALL BE IN THE FORM OF COLOR PHOTOGRAPHS THAT SHALL BE KEPT ON FILE AS WELL AS TRANSMITTED TO THE

GOVERNMENT FOR SAFE KEEPING.

3. TRUCK WASHOUT AREA SHALL BE CONSTRUCTED, MAINTAINED, AND CLEANED IN ACCORDANCE WITH TCEQ REGULATIONS. PROVIDE DETAILS AND MAINTENANCE PLAN AS PART OF THE STORMWATER POLLUTION PREVENTION PLAN. STORMWATER PERMITS SHALL BE REQUIRED PRIOR TO THE START OF CONSTRUCTION.

4. ALL CONTRACTORS SHALL STOCKPILE REQUIRED MATERIALS AND EQUIPMENT WITHIN THE LIMITS OF

RESPECTIVE PROJECT AREAS OR STAGING AREA AS INDICATED ON THE DRAWINGS.

5. ALL HAUL ROADS SHALL BE MAINTAINED SUCH THAT UNOBSTRUCTED ACCESS SHALL BE PROVIDED AT ALL TIMES FROM THE ROAD TO THE STAGING AREA AND FROM THE STAGING AREA TO THE WORK SITE AND FACILITATE GOVERNMENT ACCESS TO THE BASE AT ALL TIMES. THE MAINTENANCE OF HAUL ROADS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. THE HAUL ROAD LOCATIONS SHALL BE AS INDICATED ON THE STAGING/LAYDOWN AND ACCESS PLAN, OR BY THE CONTRACTING

OFFICER.

6. THE CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLES

RESPONSE TIME.

7. WHILE WITHIN GOODFELLOW AFB, THE CONTRACTOR SHALL COMPLY WITH BASE REGULATIONS PERTAINING

TO "NO FIREARMS" AND "NO ILLEGAL DRUGS."

8. ONLY RUBBER-TIRED VEHICLES SHALL BE ALLOWED ON EXISTING PAVEMENT THAT IS TO REMAIN IN PLACE.

9. ALL CONTRACTOR OPERATIONS SHALL BE CONDUCTED ANO PERFORMED WITHIN ACCORDANCE OF DEPARTMENT OF LABOR OSHA REQUIREMENTS FOUND IN 29 CFR 1910 [1910.146 AND 1910.147] AND 29 CFR 1926, AND AIR FORCE OCCUPATIONAL SAFETY AND HEALTH [AFOSH] AND AIR FORCE INSTRUCTION [AFI] STAN DAROS INCLUDING AFI 91-2D3, AIR FORCE CONSOLIDATED OCCUPATIONAL SAFETY INSTRUCTION. THE CONTRACTOR SHALL ALSO ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH PROJECT IDENTIFIED NATIONAL STANDARDS, MILITARY MANUALS, PAMPHLETS, INSTRUCTIONS, STANDARDS, HANDBOOKS AND WITH THE CORPS OF ENGINEERS [COE] SAFETY MANUAL 385-1-1 [EDITION IN EFFECT ON THE DATE OF THIS SOLICITATION]. ALL PROJECT SITES SHALL BE SUBJECT TO INSPECTION BY THE DEPARTMENT OF LABOR. IN THE EVENT OF CONFLICT BETWEEN THE OSHA STANDARDS AND THESE REQUIREMENTS, THE MOST STRINGENT

SHALL APPLY.

10. AT ALL TIMES, THE CONTRACTOR SHALL MAINTAIN ONE FIRE LANE FREE OF OBSTRUCTION AND MAINTAIN

ACCESS TO THE SITE AND ALL SURROUNDING ROADS AND STREETS.

DATE SIGNATURE

[" \J .

\-\'\/V dJ=

Ii ,.-c IS

'IELD

L.___1--<-, \,1ur,J r·11,_:iL , ,--, A P:)r?_:

I 1-

RECOMMENDED (BCE)

SUBMITTED {PROGRAMS CHIEF)

FIRE CHIEF

SAFETY

ASSET MANAGEMENT

BIO-ENVIRONMENTAL OFFICER

SECURITY FORCES

COMMUNICATIONS

CHIEF OF OPERATIONS

PROGRAM DEVELOPMENT

PROGRAM MANAGEMENT

PROJECT MANAGER

USING AGENCY

USING AGENCY

C15 F.H. -.jW'"'

- I

1 i I ,_:-, C

_co.;:_

\I\.'~'-::

j 4 m::;t ' d±J _, t-1->&" . t ~ ',,,/;l;'J-h/ ~ ~l- l--:7 ,, / <,,-:S:/t1H":1il IU'._

'y' l ~

_L r I

C:OC!!J

f'U.!.O W ~r

, Io c_:: - -"-1 / l ~ '.,', f'OH('f.' •• ·-~. :'=c:-

Tl.AS r: '-!!·

I - -"., l_l__ I_'~ I_,,___ rt-"-">·,~- , S-! ' (•, I '(,'~ ~U- ---1---- r- -, ' ,'. " ,: \_ - l_1_'.-;. HW-Y _,,., ,u. -~ JV rl ~, I I

' \ I if; ____ _ \ 11.E

_L_ \'

---j

I

I i s

SCALE TN FEET

THE CITY OF SAN ANGELO, TEXAS

11. GRASS AND WEEDY VEGETATION WITHIN THE AREAS UTILIZED BY THE CONTRACTOR, INCLUDING WORK AREAS, ADMINISTRATIVE AREAS AND STORAGE AREAS SHALL BE MOWED WHEN THE GRASS ANO WEEDY VEGETATION IS AT A HEIGHT OF 6 INCHES, MOWING SHALL BE TO A HEIGHT OF 3 INCHES. MOWING SHALL BE ACCOMPLISHED WITH A ROTARY MOWER THAT LEAVES THE CLIPPINGS EVENLY DISTRIBUTED ON THE SOIL SURFACE. MOWING SHALL BE ACCOMPLISHED DURING PERIODS AND IN SUCH A MANNER THAT THE SOIL AND GRASS SHALL NOT BE DAMAGED. TOWED OR SELF-PROPELLED RIDING MOWERS SHALL NOT BE OPERATED WITHIN 3 FEET OF TREES OR SHRUBS. AREAS ADJACENT TO TREES AND SHRUBS SHALL BE MOWED WITH

HANO-PROPELLED MOWERS.

12. EROSION CONTROL DEVICES SHALL BE USED FOR STAGING AREAS AND MATERIAL STOCKPILES WHEN NECESSARY TO CONTROL EROSION AND STORMWATER RUNOFF IN ACCORDANCE WITH FEDERAL, STATE ANO

LOCAL REGULATIONS. A SWPPP SHALL BE SUBMITTED PRIOR TO MOBILIZING.

/\I I - ~) 'j /\j • ) I /\I

:tt~r~, ,'/ ,,i', ,1 (1 \\ ,1

,I II

• ~,(Dr• \¥IL~ • ~

-'z X

"'w o,. . .,,~,

- C

_J <( : • • ~I- ;;l ~ n n a:oo a._ • • ~ -~' ' <(~:.& ! • • • • ~~ ~ .! • • • ! -~ rn -; c,~ ~ ·[ ~

~- <I: e "i ~ 1! 1! z<C ., ,._ <(O...:iij~ • 8-; 8-; rn i 1-0 a .. a _Jt_J.s zwe= ,: !~!~ Ooo &..e: ~ • <( h_ <( IL 0<:. ' i' .; ~ ; ~ roCl~ ·a

' > 1= L 1= ..

QQ_g, 8 • 8 ~ 8 ;5 " I-<( l! ,., .. :-,~

IB~ Q i i = ~ =...,, 8lo • • ]~il .,, 2 ~ ~ ~ i ~ ~

>-.a '\'.J

ID

C

ID

g t;

k ~ • C

>-.a '\'.J

ID

0 >

ID

0 a:

0) (/) C') <( cry >< m w

- C\I I [[ 0 wo w _J " (/) _Jl(J<(

I~zal 0 ::J ~ w oooo wOz~ _J "") Z lL 0 ' 0 0 <( a:

0 z a: - I f-1-<( a: 0 .c ~ <Cwr::'.O "") ,... _J z O _J 0 a: w I- 0... lL I Q ~ 0 C\I 0 a: 0 0...

w a:

Project Number=

JCCU 25- 7DC2.

SHEET llTLE

C:.:\/~~: SHEE-

Date= l~:rUO'") 2 1:2::

r

• • n n i 15 i ~ "U ~ ; 8 ~ 1! ! 1! . ' ~' i ,: ~ !i --! ,~ i ·" ~ ~ ,,.

11 f . ' I'' ~

.a '\'.J

E .a a

Cl)

SEO I SHEET OF

01 I Q--OQl 12

EXISTING 277/480V MDP --

EXISTING 277/480 V (750 KVA) _________ 1 PAD MOUNTED TRANSFORMER

re

8'-715116"

1r,r,1 __, __, I(,(, I I ......,, ......,, I I(,(, I I __, __, I I (_) (_) I ----1 I ----

EXISTING CHILLER PAD SHALL BE EXPANDED

L-----r11 (_)(_) I

L----nilr,r,I

EXISTING CHILLER SHALL BE DEMOLISHED AND REPLACED

CONTRACTOR SHALL DEMOLISH AND

REMOVE EXISTING ATFP NETTING

I ......,, ......,, I I r,r, I I __, __, I I (_) (_) I

CD i"x~~!ING MECHANICAL YARD SITE PLAN

EXISTING 277/480V MDP

i I I

1'-6 7/8"

EXISTING 2771480 V (750 KVA)

PAD MOUNTED TRANSFORMER -

~1-~--,1 rf ,11r-, V '- .,/ r

'\Ir-, '-!../1,.,,1 r1,1r-, V ,.,,1 rI ,ir-, CONTRACTOR SHALL FURNISH AND INSTALL AN EXPANDED

8" CONCRETE PAD WITH #3 REBAR 16" OC AND AS ADDITION TO EXISTING

CONCRETE PAD AS REQUIRED TO SUPPORT THE NEW CHILLER.

CONTRACTOR SHALL CHAMFER EDGES TO MATCH ADJACENT PAD. CONTRACTOR

SHALL DOWEL INTO EXISTING PAD AND CONCRETE BELOW.

I y I'-.,/ I r 'Ir-, I "- .,,1 I '- .,,1 rf, r-, I y I, .,,1

I r 1 '\Ir-, L '-!../ ,.,,1

:.-;~,J

0 ~·E=~· MECHANICAL YARD SITE PLAN

r

BUTTERFLY VALVE

AND EMERGENCY

CONNECTION TAP

W / FLANGE COVER

l

BUTTERFLY

VALVE

Y-STRAINER

W/BLOW-OfF

VALVE & HPSE

COUPLING

l I PRElURE GAUGE

W/BA L VALVE

r---T ERMOMETER i _ """ ELL I I :f 11 "' I l>Kl,____1...l ~1.F-:--"S}---f u N ION (up TO

2-1/2") FLANGE

I I *!<3 t' ?J ~ J 1..F-d) 1(3" & OVER)

CHILLED WATER~~

S & R

NOTE:

EXISTING CONCRETE -----'

PAD.

END VIEW

ALL HYDRONIC PIPING EXPOSED TO AMBIENT SHALL BE

HEAT TRACED AND INSULATED WITH MOLDED FIBERGLASS

INSULATION WITH METAL JACKET, TO PREVENT FREEZING

DOWN TO -10 DEGREES F. FREEZE PROTECTION HEATING

CABLE TO BE RAYCHEM XL-TRACE WITH AMBIENT SENSING

THERMOSTATIC CONTROL SET TO ENERGIZE AT 40 DEGREES

F. CONNECT TO EXISTING HEAT TRACE CIRCUIT (120V, 20A,

1 PHASE) FROM MDP.

BUTTERFLY VALVE

AND EMERGENCY

CONNECTION TAP

W/ FLANGE COVER

CHILLED WATER

S & R l l l

FLEXIBLE CONNECTION

SIDE VIEW

0 ~~-~ COOLED CHILLER CONNECTION DETAIL

MANUFACTURER SUGGESTED CLEARANCES. IF

CONTRACTOR IDENTIFIES OTHERWISE, THEY SHALL

NOTIFY THE CONTRACTING OFFICER.

Al R CDOLID 0-il l..l.ffis::HBJULE

SYMBOL 0,1

CAPAOlY (TONS) 220.6 Q-NV FLOW ( ffi\11) 530 B/APLWf(DEG F) 44

MAX B/APP.D. (FT. W.C) 11.6

B/AP. BNr(DEG F) 54

UNITFQV\ffi(kW) 327.3

MIN. CDP 2.6

NPLV 12.1

MIN. HR 9

MCA 485

VOLT/PH 460/3

rv1ANUFACTUR:R trane MOOB_NUMBffi TRPJ\JE250 R::>TARY'~TYPE

© i·~~~!ING MECHANICAL YARD SITE PLAN

SEQUENCE OF OPERATION - CHILLED WATER

1. CHILLER AND PUMP SEQUENCING -

1.1. THE CONTROL SYSTEM SHALL START AND STOP SYSTEM

WATER PUMPS (CP 1 OR CP2) AND THE CHILLER (CH 1)

BASED ON SYSTEM DEMAND, SCHEDULE, OR OUTDOOR AIR

TEMPERATURE. THE CHILLER SHALL BE CONTROLLED BY

FACTORY INSTALLED CONTROLS.

1.2. UPON A AUTOMATIC COMMAND FROM THE DDC OR FROM A

MANUAL COMMAND FROM THE DDC CONTROL PANEL, THE

CHILLER SHALL BE ENABLED AND EITHER PUMP CP1 OR

PUMP CP2 (DEPENDING ON SCHEDULE ON AT 70 DEG. F

OUTSIDE AIR TEMPERATURE AND OFF AT 55 DEG. F (ADJ.))

AND PROVE FLOW VIA FLOW SWITCH FS-02. THE CHILLER

WILL START ONLY AFTER FLOW HAS BEEN PROVEN THROUGH

THE EVAPORATOR AND THE CHILLER SHALL ADJUST CAPACITY

TO OPERATE AND MAINTAIN 44 DEG. F CHILLED WATER

SUPPLY. WHEN SHUTTING DOWN, THE CHILLER SHALL BE

DE-ENERGIZED FIRST AND THEN THE PUMP SHALL BE

DE-ENERGIZED.

2. CHILLED WATER RESET - THE CONTROL SYSTEM SHALL ALLOW

RESET OF THE CHILLED WATER SUPPLY TEMPERATURE SETPOINT

BASED ON RETURN CHILLED WATER, AMBIENT TEMPERATURE, OR

ANY OTHER MONITORED POINT SUCH AS SELECTED SPACE

TEMPERATURE. THE RESET PARAMETERS SHALL BE USER

DEFINABLE.

SEQUENCE OF OPERATION - HEAT TRACE

1. SEQUENCING -

1.1. THE EMCS SHALL START AND STOP SYSTEM HEAT TRACE.

1.2. HEAT TRACE SHALL REMAIN OFF WHILE CHILLERS ARE IN

OPERATION.

1.3. UPON AN AUTOMATIC COMMAND FROM THE EMCS OR FROM

A MANUAL COMMAND FROM THE DDC CONTROL PANEL, THE

HEAT TRACE SYSTEM SHALL BE ENABLED. THE EMCS SHALL

ENERGIZE HEAT TRACE WHEN OUTDOOR DB TEMPERATURE

DROPS BELOW 40 DEGREES F.

1.4. THE HEAT TRACE SHALL BE ENERGIZED WHEN DB

TEMPERATURE IS ABOVE 40 DEGREES F FOR WHEN CHILLER

IS OPERATING.

® ~"~17.LER SEQUENCE OF OPERATIONS

~u~ r

-!z ~ "'w ;;11!! • ~g-1 I

~I!, 1} 'i 'i ! l!

~dlt I i I ; ~~I~ i i ~- ii !zOIJ ~I 8~ < i 1! ii j] ~mi bi~! I w~- IDO f f fi ,~

!I !/l :ii:

I' k ,, C .!!I

IC

ti w

!i

.c ... j .c

C "' ~ .!I!

~ ::; ii 8 IC IC

8 Cl)

I ~ · g -ffi ~ I :I J, c, m :f N ~ w 0 ::, ~ ~

~ ij i ~ 8~~t ~ t; .c 3 ~ws;g z~ m ~ a.. IL r:c :

Ii!

/ Project Number:

JCGU 25-7002

SHEETlTTLE i..:

~t i;

j. ,~ !I k ,, m

.c al

TECHNICAL EXHIBIT

(TE)-1

Date:

\__ FEB 2025

'i

I ii i' ,i !I

,I

(SEO.I SHEET IOF "'\

02 I lE-1 02