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aa .1 aa A NON -POTABLE PIPE, ONE FULL CD
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a GATE VALVE (FLXMJ)
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S I O.WA 98101 IT SUBM17AL 18/27/211 1 1075 DUVALL AVE NE
P2 RENTON
PMMI RESUBMITTAL 1 RENTON, WA 98059 0:W
PERMIT RESUBMITTAL 2
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I ALL WATER FITTINGS AND VALVES
WITH MECHANICAL JOINT (MJ)
END(S) SHALL HAVE A
WEDGE —TYPE RETAINER GLAND
EQUAL TO MEGALUG SERIES 1100.
2. CONCRETE THRUST BLOCKS ARE
REQUIRED ON ALL WATER FITTINGS
PER COR STD. PLANS 330.2 AND
330.3.
3. WHERE NEW WATER MAIN CROSS
A NON —POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL
BE USED WITH THE PIPE
CENTERED ON THE CROSSING
LOCATION FOR MAXIMUM JOINT
SEPARATION.
4. WATER MAIN PIPE DEFLECTION
SHALL NOT EXCEED ONE—HALF
OF PIPE MANUFACTURER'S
SPECIFICATION FOR SIZE OF PIPE
USED.
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SuIte 201
Seattle, WA 98101
p. 206.725.1211
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�BLDG PLUMBING THRUST BLOCKING . . . .
PER MECH
IF 426,84
MATCHUNE - SEE SHEET 03.3
AS NOTED
CITY 0 F
RENTON
Planning/Building/Public Works Dept.
PERMIT SUBM17AL
8/27/21
PERMIT RESUBM17AL
12/20/21
PERMIT RESUBM17AL
3/4/22
NO.
REVISION
BY
DATE
APPR
20 0 10 20 40 0
C:)
Scale lw=20'
LEGEND j
PROPERTY LINE
2JO� EX CONTOUR (INDEX)
EX CONTOUR
230 — — PROPOSED CONTOUR (INDEX)
231 — PROPOSED CONTOUR
FF 78.0 FINISHED FLOOR ELEVATION
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T, T, T, EX BUILDING CD
0
PROPOSED BUILDING C:)
CD
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CONCRETE PAVEMENT 0
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HEAVY DUTY CONCRETE
BPRC/EPRC BEGIN PAINTED RED CURB/
END PAINTED RED CURB
ASPHALT (AC) PAVEMENT
HEAVY ASPHALT (AC) PAVEMENT
GRAVEL SURFACING
GRASS PAVE
SITE WALL
0)
VERTICAL CURB GO
N
CATCH BASIN TYPE 1 1�t
CD
CATCH BASIN TYPE 2 C
STORM DRAIN PIPE
............ FOOTING/SUBSURFACE DRAIN
DISPERSION TRENCH
DETENTON/WATER QUALITY
STORM DRAIN CLEANOUT
DOWNSPOUTS
SIDE SEWER PIPE
SEWER CLEANOUT
SIDE SEWER CONNECTION
SANITARY SEWER MANHOLE
BOLLARD
iYDRANT
FITTINGS
SERVICE LINES
METER
SERVICE LINES
;ERVICE LINE
;ERVICE VAULT
;ERVICE CONNECTION
S-419203
W-419203 ju
Know what's below.
Call before you dig.
Dial 811
R-419244
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 04/13/2022 ej
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1075 DUVALL AVE NE
RENTON, WA 98059
UTILITY PLAN
74 MAR 2022
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(2) 10" CATE VALVES (FLxMJ)
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IF 426.67
01 — — — — — — — — — — YF/
I I . —
CONNECT TO
PLUMBING PER
MECH lmr1ml I r A4 4" DI W
(DOM) (PRIVATE)
IE 426.67
5 F PVC @ 16%
W DO N- URN
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RIM 430.12 r CONNECT TO DCDA IN BLDG CONNECT TO BLDG PLUMBING d
SS) OU7 PLUMBING PER MECH PER MECH
IE 426.79 (4"
BREA IN MECHANICAL ROOM 9 7�
JUDCATION APPROVED BY �160 LF 10" DII W
/WATER UTILITY
FF
r56 LF 6" 01 W 2" IRRIIGA�ION TAPPED TEE ON CONNECT TO GAS
F D
0 GAS
160 L C 1 N 0 N EC W )
— 0 T
M F T
(FIRE) (PRIVATE) WATER MAIN "`4 MEFER PER
MECHANICAL
0 4" LONG 2" BRASS NIPPLE %(1) 4" 90' BEND (Mj)
(TYR)
THREADED ENDS 44 OW 0 - N
RZ* BELOW GROUND
2" RESILIENT SEAT VALVE W/ 'W/RESTRAINEO JOINT 44 >
R 4NE ON AND 44
CONNECT TO CONNECTION TO MAIN PER COR TRANSFORM ER VAULT
GENERATOR MANUAL TRANSFORMER VAULT 0
PER ELECTRICAL
TRANSFER SWITCH ar
DCDA IN BLDG 44
STD PLAN 320.2
PLUMBING PER 1 44 PER ELECTRICAL
I �d (TYP) 4b
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97 LF 10" DI W
1 45* END
UST
I . ALL WATER FITTINGS AND VALVES o V I "L THE
WITH MECHANICAL JOINT (MJ) F�. 33 LF 4" DI W WBLOCKING
.. . .. . .. .. . . . . . . . . .
ED
.. . . . . . . . . . . . . .
. . . . . . . . . .
END(S) SHALL HAVE A -(FIRE) (PRIVATE) -
-TYPE RETAINER GLAND . . . . . . . . .
t -. W . . . . . . . ...
WEDGE . . . . . . . . EL TANK&
BACKUP PER
. . . . . . . . . . .
. . . . . . . . . . .
EQUAL TO MEGALUG SERIES 1100.. ;2 C.
- :I- : - : - : - ; 0 - - - ' . ' . ' .44+00 . . . . . . . . . . . . . ... 7
. . . :43 .... . . . . . . . . .0
VECHANICAL
... . . . . . . .
. ... . . . . . . .
. . . . - I - - - , - � _l, -
2. CONCRETE THRUST BLOCKS ARE
PER COR STD. PLANS 330.2 AND
REQUIRED ON ALL WATER FITTINGS 212 LF 10" DI
L
330.3. 81 LF 10 DI W 1�
11 LF DEPARTMENT 4
6" DI W CONNECTION ��7 7 2; �IRRGATIO :LIGHT POLE PER
FIRE HYDRANT AS SEMBLY FIRE HYDRANT ASSEMBLY MErER GAS LINE PER
3. WHERE NEW WATER MAIN CROSS �ELECTRICAL (TYP)
A NON -POTABLE PIPE, ONE FULL (1) 1 o,,x6,, TEE (MJXFL) (1) 10%6" TEE (MJxFL) SEE LANDSCAPE GAS UTILITY (1) 10" TEE UFLxFL)
LENGTH OF WATER PIPE SHALL �0) 6" GATE VALVE UFLxMJ) (1) 6j' GATE VALVE (FLxMJ) FOR CONTINUATION (TYR) (3) 10" GATE VALVE (FLxMi)
THRUST BLOCKING THRUST BLOCKING THRUST BLOCKING
BE USED WITH THE PIPE - — -- — -
CENTERED ON THE CROSSING
LOCATION FOR MAXIMUM JOINT
SEPARATION.
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4. WATER MAIN PIPE DEFLECTION
SHALL NOT EXCEED ONE-HALF
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SPECIFICATION FOR SIZE OF PIPE
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SuIte 201 _'P`
Seattle, WA 98101 PERMIT SUBM
p. 206.725.1211 PERMIT RESUBI
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engineering pIIcwww.IpdengIneerIng.om NO. REVISION
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BY I DATE I APPR
AS NOTED
I AyMl�
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CITY OF
RENTON
Planning/Building/Public Works Dept.
20 0 10 20 40
Scale lw=20'
LEGEND
PROPERTY LINE
2_IO� EX CONTOUR (INDEX)
EX CONTOUR
230 — — PROPOSED CONTOUR (INDEX)
231 — PROPOSED CONTOUR
FF 78.0 FINISHED FLOOR ELEVATION
EX BUILDING
PROPOSED BUILDING
CONCRErE PAVEMENT
HEAVY DUTY CONCRETE
BPRC/EPRC BEGIN PAINTED RED CURB/
END PAINTED RED CURB
ASPHALT (AC) PAVEMENT
HEAVY ASPHALT AC) PAVEMENT
GRAVEL SURFACING
GRASS PAVE
SITE WALL
VERTICAL CURB
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPE
............ FOOTING/SUBSURFACE DRAIN
DISPERSION TRENCH
DETENTIONI QUALITY
STORM DRAIN CLEANOUT
DOWNSPOUTS
SIDE SEWER PIPE
SEWER CLEANOUT
SIDE SEWER CONNECTION
SANITARY SEWER MANHOLE
BOLLARD
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FIT'INGS
SERVICE LINES
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;ERVICE LINE
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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MATCHLINE - SEE SHEET C3.3
1932 Flmt Ave
SuIte 201
Seattle, WA 98101
p. 206.725.1211
m m M f. 2G6.973,5344
engineering pl1cwww.II
NO.
REVISION
ON �0
mom
MATCHLINE - SEE SHEET C3.5
AS NOTED
8/27/21
12/20/21
3/4/22
F N� � 1�
BY DATE APPR wP�" S� �RDI�y (i
CITY OF
RENTON
Planning/Building/Public Works Dept.
PROPERTY LINE
2JO� EX CONTOUR (INDEX)
EX CONTOUR
230 PROPOSED CONTOUR (INDEX)
231 PROPOSED CONTOUR
FF 78.0 FINISHED FLOOR ELEVATION
T, T, T, EX BUILDING
PROPOSED BUILDING
CONCRETE PAVEMENT
HEAVY DUTY CONCRETE
BPRC/EPRC BEGIN PAINTED RED CURB/
END PAINTED RED CURB
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now what's below.
S-419205 Call before you dig.
W-419205 Dial 811
R-419246 19
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 04/13/2022
WATER UTILITY WASTEWATER UTILITY
agafour 04/13/2022 JStowell 04/12/2022
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REQUIRED ON ALL WATER FITTINGS
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A NON —POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL
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rnsippo 04/13/2022
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agalour 04/13/2022 JStowe
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SANITARY SEWER NOTES AND SPECIFICATIONS
CRI
0) 1 ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
Rll� SPECIFICATIONS OF THE CITY OF RENTON PLAN NING/BU I LOING/PUBLIC WORKS DEPARTMENT
47 AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS
C) APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS &
SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES
DURING CONSTRUCTION.
ILL]
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS
ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE
PICANNING/BUILDINGDOPUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN
MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBUO RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE.
4, A PRE —CONSTRUCTION CONFERENCE AND A 24—HOUR NOTICE SHALL BE REQUIRED PRIOR
TO STARTING NEW CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL
BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN
ADVANCE OF BACKTILLING ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
7. PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS —BUILT DRAWING OF
THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10. BACKTILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY
TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS
MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF
THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS
DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
OTHERWISE APPROVED BY THE CITY.
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988
METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991
METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO
THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON —SITE EROSION
AFrER THE COMPLETION OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION
IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLAINNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE
WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY
OF RENTON IN THE RENTON STANDARD PLANS CIA SPECIFICATIONS. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO
UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A
UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES
ABOVE AND BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
3034, SOP 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE
WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RINC
POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH
HAVING.
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HORIZ SCALE: 1" - 20
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1932 FIMt Ave
SI 201
Seattle, WA 98101
p. 206.725.1211
N M M f. 2G6.973,5344
engineering pllcwww.IpdengIneerIng.arri
SEWER PROFILE
VERT SCALE: V, - 5'
HORIZ SCALE: 1 " - 20
WC, Im
AS NOTED
PERMIT SUBM17AL 8/27/21
PERMIT RESUBM17AL 12/20/21
PERMIT RESUBM17AL 3/4/22
F N� � 1�
NO. REVISION BY DATE APPR S� �RDI�y
CITY OF
RENTON
Planning/Building/Public Works Dept.
R4192251
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
rnsippo 04/13/2022
WASTEWATER UTILITY
JStowell 04/12/2022
NEW ELEMENTARY SCHOOL #16
1075 DUVALL AVE NE
RENTON, WA 98059
SEWER PROFILES
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A qArYSDCB E:1,313,042.04 :1 313 O�� 541
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E:1,313,063.11 EX CONTOUR (INDEX)
-E:1,313,052.99IIIIIEW
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SDMH
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N: 185,190.02
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N:185,415.05 N: 185,448.27 N: 185,496.35 ASPHALT (AC) PAVEMENT
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SDMH If 14 --m-i 4 .0 GRAVEL SURFACING
N: 185,193.11 1 , -� I I
SDCI3
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E:1,313,051.15 -�X -SDMH
N: 185,266.25 X185,414.13 CD
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N: 185,226.40 1 -TANI' —T—SDCB 1� It
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:1,3 74 E: 1,313,140.31 E: 1,313,190.23 x CATCH BASIN TYPE 1 C I
CATCH BASIN TYPE 2
90 DEG
HN V, I N: 185,524.17
STORM DRAIN PIPE
-E:1,313,201.16-
mmm ----------- FOOTING/SUBSURFACE DRAIN
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rN:185,402.13 DISPERSION TRENCH
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N: 185,423.13
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0 T77 SIDE SEWER CONNECTION
W W — W
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N:185,190.02 N: 185,449.30
:1,313,179.81 11 BOLLARD
E MATCHILINE SEE THIS SHEET
SDCB
E:1,313,211.87
N: 185,414.13
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1"3 1
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0 > - - - 7- E:1,313,216.96
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now what's below.
S-419210 Call before you dig.
S
IIIIIf - Dial 811
W-419213
------------- -- ------
R-419264
-- — — — — — — — — IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DUVALL AVE WE� DEVELOPMENT ENGINEERING
0I
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19 WAS I 'O� MAR 2022
Su3jt2 F mt Ave H�W�Wiqnpwl NEW ELEMENTARY SCHOOL #16
e 2 1 1 AS NOTED I I ff� �1 I Y 1 0
S 1 01 9 i IT SUBM17AL 18/27/211 1 1075 DUVALL AVE NE 0
WA 8101 mx�
P2 INKII, F-
SIX 6 <) HIRMI RESUBM17AL 1 RENTON RENTON, WA %059 DIIMW �,
PERMIT RESUBM17AL Planning/Building/Public Works HORIZONTAL C5.1
engineering pl1cwww.IpdengIneI NO. REVISION IIHM W, U-1
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MATCHUNE - SEE SHEET C31
SDCB
N: 185,603 91
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1932 Flmt Ave
SuIte 201
Seattle, WA 98101
p. 206.725.1211
m m M f. 2G6.973,5344
engineering pIIcwww.IpdengIneerIng.om
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TEE
N:185,764.48
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MATCHLINE - SEE SHEET 03.3
117
A
0�
it
AS NOTED
(i
CITY 0 F
RENTON
Planning/Building/Public Works Dept.
PERMIT SUBM17AL
8/27/21
PERMIT RESUBM17AL
12/20/21
PERMIT RESUBM17AL
3/4/22
F N� � 1�
S� �RDI�y
NO.
REVISION
BY
DATE
APPR
wP�D
20 0 10 20 40
Scale lw=20'
LEGEND
PROPERTY LINE
1230�
EX CONTOUR (INDEX)
EX CONTOUR
230
PROPOSED CONTOUR (INDEX)
231
PROPOSED CONTOUR
SPOT ELEVATION
FIF 78.0
FINISHED FLOOR ELEVATION
T,
EX BUILDING
PROPOSED BUILDING
CONCREHE PAVEMENT
HEAVY DUTY CONCRETE
BPRC/EPRC
BEGIN PAINTED RED CURB/
END PAINTED RED CURB
ASPHALT (AC) PAVEMENT
HEAVY ASPHALT (AC) PAVEMENT
GRAVEL SURFACING
GRASS PAVE
SITE WALL
VERTICAL CURB
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
DRAIN PIPE
�STORIV
.............. I
FOOTING/SUBSURFACE DRAIN
DISPERSION TRENCH
Fj 01m
DEBENTION/WATER QUALITY
STORM DRAIN CLEANOUT
DOWNSPOUTS
SIDE SEWER PIPE
SEWER CLEANOUT
SIDE SEWER CONNECTION
0
SANITARY SEWER MANHOLE
BOLLARD
FIRE HYDRANT
WATER F171NGS
WATER SERVICE LINES
WATER METER
WATER SERVICE LINES
3:
FIRE SERVICE LINE
FIRE SERVICE VAULT
FIRE SERVICE CONNECTION
now what's below.
S-41 92! 11 Call before you dig.
W-419214 Dial 811
R-419265 19
I IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING 0
msippo 04/13/2022
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NEW ELEMENTARY SCHOOL #16
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04 MAR 2022
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RENTON, WA 98059
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N: 185,737.59 1 E:1,313,098.41
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E:1,313,079.15
E:1,313,098.36
90 DEG
If - - - - - - N:185,732.56
E:1,313,079.15
- - - - - - - - - - - - - - - - - -
--- ---------- -
90 DEG
N: 185,732.55 <
E:1,313,132.23 /<�
SDCO III N: 5,874.27
N: 185,617.80
7:1,313,071.96 -SDCO
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k I N: 185,667. 5 ..........
> TEE I I E:1,313,200.40
N: 185,554.07
m E:1,313,238.97
85,584.
E:1,313,217.00
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m VL SDCB
14+61 5 DEG �N*185,810.76
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m E:1,313,211.99 81
N:185,90(
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SDCB
FDIC
N:185,560.72 N: 185, 677.36
TEE E:1,313,216.98 TEE
FIRE HYDRANT E:1,313,249.55 N:185,667.53 N:185,764.45
/N:185,554.06 E:1,313,238.98 �E:1,313,238.99
I E:1,313,249.47
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1932 Flmt Ave
SuIte 201
Seattle, WA 98101
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now what's below.
S-419213 Call before you dig.
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Dial 811
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Seattle, WA 9810 PERMIT SUBM17AL 8/27/21 RENTON 1075 DUVALL AVE NE Pl 0
p. 206.725.1211 PERMIT RESUBM17AL 12/20/21
f. 206,973,5344 1 RENTON, WA 98059
1932 Flmt Ave
mmm 1 PERMIT RESUBM17AL 3/4/22 OH�_D mmi� Planning/Building/Public Works Dept. HORIZONTAL C5.5
engineering pIIcwww.IpdengIneel F N�
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