Plans (121) FPS2O19-00022
WATER SUPPLY
SHEET 1 \ DEX
RECEIVED If� FO �V ATI0�1
SHEETSTATIC: 100 PSI
NUMBER SHEET NAME FEB 2 6 2019 RESIDUAL: 96 PSI AT 2224 GPM
CITY OF TIGARD INFORMATION DERIVED FROM WATER REPORT
FP.1 SITE FIRE SERVICE PIPING PLAN
BUILDING DIVISIONSUPPLIED BY:
WYATT FIRE PROTECTION INC, WITNEESED BY
FP.2 FIRE SPRINKLER PIPING PLAN JACK GARDNER, CITY OF TIGARD PUBLIC WORKS
EFFECTIVE POINT OF WATER SUPPLY INFORMATION
FP.2-1 FIRE SPRINKLER PIPING PLAN
LEAD IN TO BUILDING
FP.3 IN-RACK FIRE SPRINKLER DETAILS SEE ADJACENT DETAIL
DATE OF TEST: 12/17/18 ® 7: 35 AM
FLOW TEST ELEVATION: ±168' AMSL
BUILDING PAD ELEVATION: ±170' AMSL
WATER SUPPLY INFORMATION IS FURTHER
REDUCED PER THE FOLLOWING:
FLOW HYDRANT
* 5.0 PSI SAFETY FACTOR FOR CLIENT
STANDARDS
EFFECTIVE
e...______,,,,,,,--- POINT OF TEST
EXISTING 8" MAINWATER SUPPLY TO BE USED FOR FIRE SPRINKL R
r -- DESIGN AT EFFECTIVE POINT:
S/R HYDRANT EXISTING 8" STATIC: 95 PSI
`� LEAD-IN RESIDUAL: 91 PSI AT 2224 GPM
irmiI 1St a. !Vi• 0
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� � , FRE SPIN ,CL- IPING
L I 3EN OLI TION NOTES
U.
■. 1. SPRINKLER SYSTEMS NOT ASSOCIATED WITH
THE DEMOLITION SHALL BE LEFT IN SERVICE.
ilt/A1FXr 2. NOTIFY TENANT A MINIMUM OF 48 HOURS IN
• ADVANCE BEFORE PROCEEDING WITH THIS
WORK. ALL WORK SHALL BE SCHEDULED IN
• - - - ADVANCE.
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M M VIKING SPRINKLER SCOPE OF WORK IS
co I -coLIMITED TO THE DEMO OF EXISTING
07....._1=1
I IN — RACK SPRINKLERS WITHIN THE AREA
Z
X ; - ,� - ® W OF WORK AND THE INSTALL OF NEW
w 1 i® ./ IN — RACK SPRINKLERS AS SHOWN .
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- ALL RACKING, BARRIERS 8c OTHER MISC.
ITEMS ARE BY OTHERS.
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Permit #: E
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EXISTING AMES 3000DCDA � -
DOUBLE DETECTOR CHECK , Ii I By:
VALVE ASSEMBLY II1 Date; �y
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COMPLETED NFPA 13
____ _1--- � I - MATERIAL AND TEST
, :it30115_ — CERTIFICATE AT
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EXISTING 8" MAIN //
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SYSTEM RISER SHOWN FOR REFERENCE ONLY.
NO NEW WORK.
X ST1\ 6 HS - 7LI- VAT0 \
I , S T--_ U I - TY i A \ 2 SCALE: 1/2" = 1" 0 1" 2" 4"
/ SCALE: 1 = 50' 0 25' 50 100'
NORTH
UNDERGROUND PIPING SHOWN FOR REFERENCE ONLY.
NO NEW WORK.
REVISIONS STANDARD SYMBOLS . OH STANDARD SYMBOLS . UG GENERAL NOTES WATER FLOW INFO SPRINKLER SYMBOL DESCRIPTION PROJECT:
MARK BY DATE I DESCRIPTION +4. +4.. t - POST INDICATOR 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. STATIC: 95 PSI HOME DEPOT #4002
SYM STYLE MFG RESPONSE THD "K" TEMP SIN# FINISH ESCUTCH. WRENCH QTY
+ - RISE AND DROP SYMBOLS RESIDUAL: 91 PSI PRO SEATTLE BOISE
ot.D fi 14800 SW SEQUOIA PKWY
T - NON-RISING STEM GATE 2. PIPING DIMENSIONS ARE END TO END EXCEPT WHERE NOTED OTHERWISE. FLOWING: 2,224 GPM I 't'G` ass PORTLAND FIRE PROTECTION POCATELLO
- NEW OVERHEAD PIPING + NC it,
> TIGARD, OR 972241 - DOUBLE CHECK VALVE ASSEMBLY 3. PIPING,HANGERS,AND EARTHQUAKE BRACING SHALL BE PROVIDED IN LONGVIEW MEDFORD
W 54330PE VIKING AUTOMATIC SPRINKLER COMPANY
- EXISTING OVERHEAD PIPING ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. DATE: 12/24/18 r
- CHECK VALVE .-5' 3245 NW FRONT AVENUE
-i-r> - ELECTRIC BELL 4. JOINING OF PIPE AND FITTINGS,THREADED AND WELDED SHALL BE IN LOCATION: ONSITE TEST
ICOM - FIRE HYDRANT ACCORDANCE WITH NFPA PAMPHLET NO. 13,APPLICABLE EDITION. INFO FROM: TELGIAN CONSULTANTS I OREGON PORTLAND, OREGON 97210 • 24 hrs. {503} 227 1171
- GROOVED COUPLING I I % r13,1QP* OREGON CCB#64837 METRO LIC#2816 •WASHINGTON LIC#VI-KI-NA-S373NT SITE FIRE SERVICE PIPING PLAN
- FIRE DEPT. CONNECTION 5. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM Ff. C S $ DESIGN BASED ON: _
\ - RING HANGER FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. APPROVING AGENCIES Date Drawn: Drawn By: SHEET: 1 OF 4
- NEW UNDERGROUND NFPA #13 2013
� r- - EARTHQUAKE BRACE 6. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING CITY OF TIGARD 2/14/2019 DCG
- EXIST UNDERGROUND IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. Expires: 7/1/20 NFPA #30 P .
FP . 1 O - HYDRAULIC REFERENCE POINT SMAS NOTED Job OPS-9063
---�/{I--- - PUBUC WATER UNE
4
NOTE: MAINTAIN
RACK PIPING AS NOTE: ALL EYE SOCKETS
CLOSE AS SHALL BE MOUNTED AT A
POSSIBLE TO THE 6" OF A FOOT INCREMENT
CENTERLINE OF AFF TO AVOID CONFLICT SEE PLAN o ° SEE PLAN
THE RACK FLUE WITH THE HORIZONTAL 6" FLUE SPACE ROOF PIPING
1 1/2" WOOD WOOD SCREWS SPACE. 0 6• FLUE SPACE - 0 SHELVING SUPPORT. VERIFY - o o
SHELF1/4" X 1-1/4" TYP.(2) WITH THE RACK INSTALLER (o — o)
/ ON 5 E ACTUAL ' ��METAL CHANNEL
F FLEXIBLE COUPLING
1 0 0 LOCATIONTION OF THE ItO� Q WOMB
jr. . / . . ( le-
HORIZONTAL SHELF —
I 3/8" EYESOCKET BRACING TO AVOID3/8 /� a`"
'J O' POTENTIAL CONFLICTS X 1" 0 -y
1 3/8" X 1" MACHINE `� PRIOR TO INSTALLATION. MACHINE BOLT O
STEEL CEILING PLAT BOLTS W/ NUT & W/NUT & E Q
WASHER. SECURE TO �;'� WASHER TYP. OF
EXISTING HOLES ON ��'-,��� �' 0 3 O 3/8" A IR v'
RACK UPRIGHT
(2) REQUIRED PER
LOCATION 0 • / O 3/8" ATR (TYP) O O C°—°)F FLEXIBLE COUPLING
o
3/8" ATR 1--a-* /
Off ' O o a SEE PLAN
SEE PLAN.,
�� — — — ±11'-0" )( I = GROOVED
0 0 RACK
A.F.F. " IN-RACK
�,� TYPICAL RACK UPRIGHT UPRIGHT HANGER RING SPRINKLER PIPE
4
HANGER RING 0 O HANGER RING TO BE A MIN. OF 3" FROM UPRIGHT 4
SPKR.
HANGER RINGS (TYP)
HANGER RINGS TO BE A MIN. OF 3" FROM UPRIGHT HANGER RINGS TO BE A MIN. OF 3" FROM UPRIGHT Co —o) RIGID COUPLING
SPKR. SPKR. FIELD
COORDINATE _
/�
FINAL ELEVATION
ANC - D #... .„
• / WITH I - - : 'ND
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(6—o) RIGID COUPLING
NOT TO SCALE J NOT TO SCALE ▪ o
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SEE PLAN a a SEE PLAN
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A.F.F. o a IN-RACK
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g DRAIN CAP
1" x 0-4 NIPPLE SI''-i
1" GLOBE VALVE 1
1" PLUG
YP CAL
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B NOT TO SCALE -
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NOTE: DEMO ALL EXISTING 1 `
,- -::T ,,,,! ,�,,,, i. NOTE: DEMO ALL EXISTING
BRANCH PIPING AND '"'" I BRANCH PIPING AND
FITTINGS IN RACK B. (HATCH ! f I 1 I FITTINGS IN RACK B. (HATCH
AREA) ;
AREA)
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EXISTING 2 " EXISTING 4"
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DROP TO REMAIN DROP TO REMAIN DROP TO REMAIN
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VIKING SPRINKLER SCOPE OF WORK IS
I LIMITED TO THE DEMO OF EXISTING
`= a IN -- RACK SPRINKLERS WITHIN THE AREA
I •I \ ' r __ II i--_I LJ OF WORK AND THE INSTALL OF NEW
IN — RACK SPRINKLERS AS SHOWN.
EXISTING 4"
UPPER LEVEL DROP TO REMAIN EXISTING 2 " INTERMEDIATE LEVEL UPPER LEVEL LOWER LEVEL EXISTING 2i"
DROP TO REMAIN DROP TO REMAIN ALL RACKING, BARRIERS 8c OTHER MISC.
ITEMS ARE BY OTHERS.
FLAVVABLI- i 1QJ DS AND
r-- AN/ V ABL - L QJ DS0
99 39
99 99 1 A - ROSO S RACK B D VD TO \ PLAN
RACK A D - VD T O N I A \ l SCALE: 1/8" = 1' 0 4' 8' 16'
SCALE: 1/8" = 1' 0 4' 8' 16' \ /
REVISIONS STANDARD SYMBOLS . OH STANDARD SYMBOLS . UG GENERAL NOTES WATER FLOW INFO SPRINKLER SYMBOL DESCRIPTION PROJECT:
MARK I BY DATE 1 DESCRIPTION +,� + - POST INDICATOR 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. STATIC: 95 PSI KIN& HOME DEPOT ##4002
SYM STYLE MFG RESPONSE THD "K" TEMP SIN# FINISH ESCUTCH. WRENCH QTY
���l
- RISE AND DROP SYMBOLS T _ NON-RISING STEM GATE 2. PIPING DIMENSIONS ARE END TO END EXCEPT WHERE NOTED OTHERWISE. RESIDUAL: 91 PS! OD 'R0��, SEATTLE BOISE 14800 SW SEQUOIA PKWY
- NEW OVERHEAD PIPING FLOWING: 2,224 GPM �'k �,� cS't PORTLAND FIREPROTECTION POCATELLO
- DOUBLE CHECK VALVE ASSEMBLY 3. PIPING,HANGERS,AND EARTHQUAKE BRACING SHALL BE PROVIDED IN SCD '4. �� ��. LONGVIEW MEDFORD TIGARD, OR 97224
- EXISTING OVERHEAD PIPING ACCORDANCE WITH NFPA PAMPHLET NO. 13,APPLICABLE EDITION. DATE: 12124/18 rC 54330PE VIKING AUTOMATIC SPRINKLER COMPANY
—O— - CHECK VALVEp.-5-
LOCATION: 3245 NW FRONT AVENUE
. - ELECTRIC BELL ON-SITE TEST OREGON PORTLAND, OREGON 97210 • 24 hrs. 503 227 1171
- FIRE HYDRANT ACCORDANCE JOINING PIPE AND FITTINGS, LERNO. 13 AND WELDED SHALL BE IN INFO FROM: TELGIAN CONSULTANTS
- GROOVED COUPLING WITH NFPA PAMPHLET NO. 13,APPLICABLE EDITION. I lb t'(/00
1c FIRE SPRINKLER PIPING PLAN
RR V � OREGON CCB#64837 METRO LIC#261fi •WASHINGTON LIC#VI-KI-NA-S373N7
- RING HANGER - FIRE DEPT. CONNECTION FREEZING5. RINOAREAOS PROTECDE TED BY A WET UATE HEAT TPIPE O SPRINKLER SYEVENT R IN PIPES FROM APPROVING AGENCIES lift C. S � DESIGN BASED ON: ,
- NEW UNDERGROUND NFPA #13 2013 Date Drawn: Drawn By: SHEET: 3 OF 4
�—� — EARTHQUAKE BRACE b. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING CITY OF TIGARD 7/1/20 2/14/2019 DCG
- EXIST UNDERGROUND ares: NFPA x#30 FP .2
O IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. � Scale: Job No. - 1
- HYDRAULIC REFERENCE POINT — _ — _ PUBLIC WATER UNE 4 AS NOTED OPS-9063
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SYvSOL LIGI \ �
SYMBOL DESCRIPTION
1111, ci' :
- - EXISTING BRANCH LINE TO REMAINialmn a '
• HYDRAULIC DESIGN HYDRAULIC DESIGN HYDRAULIC DESIGN HYDRAULIC DESIGN HYDRAULIC DESIGN ® I �� "�11�
0
EXISTING MAIN LINE TO REMAIN AREA #7 AREA 1 A 1 � H» ju 111 I 14
"
SYSTEM #2:• IAEROSOLS 30E1 (SYSTEM �E2: FLAM. LIQUIDS SYSTEM '2: 1FLAM. LIQUIDS SYSTEM X11. AEROSOL 4 HEAD SYSTEM #1: AEROSOL 3 HEAD n - ( �'' 4 .� I'alliioI Mamba " ^ice 1 u
SPRINKLERS 25 OVERHEAD SPRINKLERS 25 OVERHEAD SPRINKLERS 25 OVERHEAD SPRINKLERS 4 SPRINKLERS SPRINKLERS 3 SPRINKLERS L 1" 4 -' Y; •., /7
BRANCH LINE TO BE INSTALLED CALCULATED: 5 IN-RACK CALCULATED: 112 IN-RACK CALCULATED: 112 IN-RACK CALCULATED: CALCULATED: 1 € , •: . 17 1 1 i'• . .' �.- ,.,.x
6 GPM-SQFT OH1.36dGPM-SQFT OH 6/GPM-SQFT OH 1 n " { 3 ""', i : s .:::1117.:..!•-•!!..T'1,1:r
DENSITY: 30 GPM IR DENSITY: GPM IR DENSITY: 30 GPM IR MINIMUM PRESSURE: 7 PSI MINIMUM PRESSURE: 11 PSI „ t ■ ��. �� _
MAIN LINE TO BE INSTALLED
AREA OF 2400 SQ FT OH AREA OF 2000 SQ FT OH AREA OF 2004 SQ FT OH AREA OF 4 SPRINKLERS AREA OF 3 SPRINKLERS " `` . • ' 1 i -" '-' :121V1,1
fey t �` '_ •�
DEMO PIPING DISCHARGE: 15 IN-RACK SPKS DISCHARGE: 112 IN-RACK SPKS DISCHARGE: 112 IN-RACK SPKS DISCHARGE: DISCHARGE: -
1 .: :
1
3AIE . NOTES
v..,
1. BARRIER IS )" PLYWOOD.
2. THE TWO SIDES AND BACK OF THE BARRIER
SHALL BE GO FULL HEIGHT OF STORAGE.
) " PLYWOOD VERTICAL
3. A HORIZONTAL BARRIER IS AT THE SHELF
I BARRIER TO TOP OF LEVEL ABOVE THE GRAVITY FEED RACK
. STORAGE ON SIDES AND SYSTEM.
—�� BACK OF RACK
Film__ 4. CONSECUTIVE RACK BAYS SEPARATED BY A
NFPA 308 AEROSOL VERTICAL BARRIER EXTENDING FROM THE
IN—RACK FACE AND FLUE FLOOR TO THE HORIZONTAL BARRIER AND
SPRINKLERS FROM THE REAR BARRIER TO THE RACK FACE.
}V" PLYWOOD HORIZONTAL
fra,7
BARRIER AT FIRST RACK
5. AN 8" LINTEL IS CONSTRUCTED ACROSS THE
RACK FACE STARTING FROM THE HORIZONTAL
SHELF ABOVE GRAVITY FEED BARRIER AND EXTENDING DOWN FROM THERE.
SYSTEM WITH WOOD SLATS
AI
// I / / /,/1,/,/ ,/_ ,P� �f ' ,' / / ON TOP 6. ALL SEAMS AND GAPS IN ALL BARRIER
----4_ COMPONENTS SEALED WITH ALUMINUM TAPE.
- i FrN
_I 7. ALL RACK UPRIGHTS WITHIN THE BARRIER ARE
8" DEEP X V STOPPED.
r------------------- � PLYWOOD LINTEL
EC-25 PERFORMANCE BASED
DESIGN IN—RACK
rr.... ...W.w.wrw ... S _ I I I I I ) „ his... :• - t ' ' SPRINKLERS
V PLYWOOD VERTICAL
BARRIER TO UNDERSIDE OF
- HORIZONTAL BARRIER
1 1 1 1 1 1 ..--�� I akimisiii.01 ■.=■rte ■!. ••�wwl!/il I > !■r!�1■�
: ui11 1 1 1 1 1 } s. ° IIMOIMMIll MIK-. GRAVITY FEED RACK SYSTEM
F.F. x F.F.
A - ROSOL RACK
RARR ' R - L - VA O \
4 I NOT TO SCALE
•
• 155° INTERMEDIATE LEVEL
SPRINKLERS
—
il
12,
0 0 0 0
UNCARTONED AEROSOLS UNCARTONED AEROSOLS
IN GRAVITY FIXTURE \ IN GRAVITY FIXTURE
LOW- R I I- Vi- L 3 L A N VII- VV
\ - RACK FIRI- SPR \ / 1 rR C . \
(2) NOT TO SCALE Y2" VERTICAL PLYWOOD Y2" VERTICAL PLYWOOD
Y2 PLYWOOD LINTEL AT BARRIER TO BOTTOM OF BARRIER ON SIDES AND BACK
± 8'- 0" AFF, 8" DEEP ACROSS HORIZONTAL BARRIER
FRONT FACE AND BETWEEN
AEROSOL RACKS
r
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CARTONED AE" OSOL CARTONED AEROSOL
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DEFLECTORS TO BE
• / / / 1/ 1 / / IF / I / / / / y / / / / / / / / / / / / 17:-/_1 1
APPROXIMATELY 1 " j_i 1 , ink "
.14
5 BELOW HORIZONTAL ., ' ��°
UNC ,RTONE 3 AE OSOLS 1 UNC�RTONE ) AERO:�OLS •
BARRIER a I
IN Fl TU IN FL TURF
•
VIKING SPRINKLER SCOPE OF WORK IS
III LIMITED TO THE DEMO OF EXISTINGI l siiE MO _ '
iiiiii I � _ ,
:_: -•[_,..... ,.,.-.,.-c. ,1_ :Ic ,-icy .,. ...-:: ;11. - -_— _:�,..._. .�-- - - ;',..
�- 1111111 111111 111111
IN— RACK SPRINKLERS WITHIN THE AREA
� ., 1010. OF WORK AND THE INSTALL OF NEW
�y_ �• �
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1111111•11M1111111 ■■■■,■■■■■■■■■ ■■■■■■■It r■L• a .
IN — RACK SPRINKLERS A S SHOWN .
. -
1 i '
ALL RACKING, BARRIERS & OTHER MISC.
iiiiii iii.!
-.-. .�- ... ::�� Ilh,„nom:-.. �`;...-: �:...• ., .. ':.._..:.:ii�. .,... - �„i i.nMIM �..... :114.
= y \ ITEMS ARE BY OTHERS.
i D
165° EC- 25 SPRINKLERS AEROSOL RACK
S - CT O \ V1 - W
I- V A T 0 \ V W 6-3- NOT TO SCALE
110 #\ - RACK H R - SDR1 \ 'K L_ F R - Y2” VERTICAL PLYWOOD Y2" VERTICAL PLYWOOD
NOT TO SCALE BARRIER TO BOTTOM OF BARRIER TO TOP OF RACK
HORIZONTAL BARRIER UPRIGHT
REVISIONS STANDARD SYMBOLS . OH STANDARD SYMBOLS . UG GENERAL NOTES WATER FLOW INFO SPRINKLER SYMBOL DESCRIPTION171K PROJECT:
MARK I BY I DATE I DESCRIPTION *����� . 1 - POST INDICATOR 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. STATIC: 95 PSI
ddd/ - RISE AND DROP SYMBOLS T RESIDUAL: 91 PSI SYM STYLE MFG THD 'K' !TEMP SIN# FINISH ESCUTCH. 1 WRENCH 1 QTY (NG' HOME DEPOT #4002
- 1RESPONSE
II I
T NON—RISING STEM GATE 2. PIPING DIMENSIONS ARE END TO END EXCEPT WHERE NOTED OTHERWISE. FLOWING: 2,224 GPM '�'&D PRRO�c�a�+ SEATTLE PORTLAND FIRE PROTECTION POCATEOLLO ISE 14800 SW SEQUOIA PKWY
NEW OVERHEAD PIPING l CP
,yGit /may TIGARD, OR 97224
I I - DOUBLE CHECK VALVE ASSEMBLY 3. PIPING, HANGERS, AND EARTHQUAKE BRACING SHALL BE PROVIDED IN Qi LONGVIEW MEDFORD
EwSTING OVERHEAD PIPING ACCORDANCE WITH NFPA PAMPHLET NO. 13,APPLICABLE EDITION. DATE: 12/241181/41 tr � - VIKING AUTOMATIC SPRINKLER COMPANY
- CHECK VALVE 4"``L'r 3245 NW FRONT AVENUE
- ELECTRIC BELL LOCATION: ON-SITE TEST
1171-4Y 4. JOINING OF PIPE AND FITTINGS,THREADED AND WELDED SHALL BE IN N
1[61 - FIRE HYDRANT ACCORDANCE WITH NFPA PAMPHLET NO. 13,APPLICABLE EDMON. INFO FROM: TELGIAN CONSULTANTS pRgGp , PORTLAND, OREGON 97210 • 24 hrs. (503) 227-1171 A'
— GROOVED COUPLING f `Z1y r3 4,48.5-* OREGON CCB#64837 METRO LIC#2816 •WASHINGTON LIC#VI-KI-NA-S373NT I N—RACK SPRINKLER DETAILS
RING HANGER — FIRE DEPT. CONNECTION 5. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM eFRT C. ge316 DESIGN BASED ON:
- NEW UNDERGROUND FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. APPROVING AGENCIESDate Drawn: Drawn By: SHEET: 4 OF 4
-a—� - EARTHQUAKE BRACE NFPA X13 2013
===== - EXIST UNDERGROUND 6. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING CITY OF TIGARD Expires: 7/1/20 2/14/2019 DCG
NFPA 30
O - HYDRAULJC ncrcl�i1,c POINT
IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. # Scale: Job No.
4 AS NOTED OPS-9063 FP • 3
—W - PUBLIC WATER UNE