HomeMy WebLinkAboutzS-4335setDROP -IN METER BY CITY
FORCES. DROP -IN METER
PERMIT REQUIRED
EXISTING DOMESTIC -
SERVICE LINE TO BE
CUT AND CAPPED
STA:1 +03.46, 0.00' AT MAIN BY CITY
FORCES. CUT AND CAP
1-12"x10" TEE (MJxFL) PERMIT REQUIRED
1-10" GATE VALVE (FLxMJ)
1-CONC. THRUST BLOCK
WET TAP WILL BE IN ACCORDANCE
WITH COR STD PLAN 300 6
1 '
SEE STANDARD PLAN 300.5 ON SHEET C5.1 .% /
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C5.4 FOR CONNECTION DETAIL.
1�23.
EXISTING FIRE HYDRANT \
STA:1 +82.04, 6.50' LT GJ / �(
1" IRRIGATION SERVICE CONNECTION /� P( �NC,12 \
PER COR STD PLAN 320.1
DROP -IN METER BY CITY FORCES.
DROP -IN METER PERMIT / / ANITARY SEWER
REQUIRED / MANHOLE
I M 400.4
12" CONC NE IE
8" PVC 8. I
/12" CO W 388
/ B® °a /
/ S :1 +94.9 .16 LT
2
1-FIRE DEP MENT NNECTION
FOUND INVERTED NAIL IN ST • 3.96, 0.00' / d
ONCRETE POST, INCASED �E 1- 2.50 BEND (MJ S el °
i
1-CONC. THRUST B
STA:2+10.34, 6.50' LT
1" WATER SERVICE CONNECTION
0
(BY CITY F(1R(F
PER COR STD PLAN 323y�F
T + 34, 0.00'
1-10"x "TEE (MJxFL) °
/ FOUND INVERTED NAIL IN
CONCRETE POST, INCASED
/
SANITARY SEWER
MANHOLE
RIM 400.93
8" CONC N 391.53 IE
1" DCVA FOR 12" CONC NE 390.88 IE
IRRIGATION �-' / O cP, 6" CONC S 391.82 IE
12" CONC SW 390.90 IE
S �
JANIT SEWER MANHOLE
RI 0.71 / p
" CONC NE 388.8_1 FR
12" QE)NC 5W388.61 I
GRAVEL-
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6.50' ROW DEDICATION
6 �� I PROPOSED COMMERCIAL BUILDING
i
/ PRPOSED MEDICAL
/'OFFICE SHELL
/ 6,200 SF FOOTPRINT
• FF: 399.50
1" WATER SER\/ACE AND RPBA BACKFLOW I a2
DEVICE SHAD BE PROVIDED INSIDE THE z °
BUILDING PAR COR STD DETAIL 350.2 LS
/ VA FIR BACKFLOW ASSEMBLY SHALL BE
INSTALLED INSIDE THE BUILDING PER COR STD
0TA:2+13.34, 6.49 LT
1-PIV VALVE PER
COR STD DTL 360.5
1-6 GATE VALVE (FLxMJ) :2/,T&34, 7.50' LT
1-CONC. THRUST BLOCK ER\FIRE HYDRANT ASSEM
MANHOLE SANITARY SEWER FH ASSEMBLY PER COR ° ,4'X4' CON PAD PER
RIM 398.25 STD PLAN 310.1, 310.2, 310.3 COR STD DTL 310.2
12" CONC NE 386.00 IE STA:2+21.28, 0.00' \ / \
12" CONC SW 385.95 IE 1-10" POLYPIG STATION i
PER COR STD PLAN 300.7
DETAIL 360.5. FIRE SERVICE LINES TO BE 4" DI CL 52.
REFER TO FIRE PROTECTION NOTE ON SHEET C5.7
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SSCO #2
RIM:399.33
/ IE: 393.80 8" (SW)
LO
IN / IE: 393.80 8" (SE)
1 I 36 LF 8" PVC @ 2.00%
•� � II
SSCO #1
RIM: 398.26
IE: 394.51 8" (NW)
INSTALL SEWER SERVICE` 1-1
IE: 390.39 8" (E) CO # 5 LF 8" 8%
RIM:399.41 GIA ENTERPRISES
6 LF 8" PVC @ 4.36% IE: 392.42 8" (NW) 0323059097
9j 35 LF 8"
SSCO #6 IE: 392.42 8" (NE) /
C0
RIM: 398.23 IN PVC @ 3.5 ° 8' /0 398
A
IE: 390.65 8" (W) 4"FIR .:: � \ Q
IE: 390.65 8" (E) �
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24" FIRM / / 40
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SANITARY SEWER MANHOLE -
RIM 396.32
8" PVC S 393.35 IE
8" PVC SE 393.38 IE
8" PVC N 393.27 IE
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Call before you diq. 07/21/2025
°
2-
ROCKERY
SURVEYED:
DESIGNED: QF
DRAWN: QF
1 PLANS REVISED PER COR 1ST REVIEW COMMENTS QF 2/21/25 CHECKED: SK
NO. REVISION BY DATE APPR APPROVED:
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
STREAM BUFFER
EDGE OF STREAM
STREAM BUFFER
NCHMARK
DA*C71TY
CAL DATUM = NORTH AMERICAN VERTICAL
M NAVD 88 (CITY OF RENTON)
F RENTON SURVEY CONTROL POINT 2189
405
EXISTING ROAD
CENTERLINE
Ew
STA: 1 +03.46
1-12"x10" TEE (MJxFL)
1-10" GATE VALVE (FLxMJ)
1-CONC. THRUST BLOCK
WET TAP WILL BE IN ACCORDANCE
WITH COR STD PLAN 300.6.
SEE STANDARD PLAN 300.5 ON SHEET
C5.4 FOR CONNECTION DETAIL.
395
BASE: CITY OF RENTON CONTROL POINT #1845
FOUND MONUMENT INCASED AT STREET
INTERSECTION OF 148TH AVENUE SOUTHEAST
AND SOUTHEAST 112TH STREET. KING COUNTY
SURVEY CONTROL POINT NO. 3725.
ELEVATION: 467.77 FEET
SITE NO. 1
SET MAG NAIL IN SIDEWALK, 3' SOUTH OF FACE
OF CURB ON SOUTH SIDE OF SUNSET BLVD. AT
CENTER OF DRIVEWAY
ELEVATION: 400.60'
SITE NO.2
SET PK NAIL IN ASPHALT, 8.8' NORTHEAST OF
LIGHT STANDARD, 27' NORTHEAST OF SOUTH
END OF 6' CYCLONE FENCE.
ELEVATION: 396.77
PROPOSED ROW
I BOUNDARY
EXIST G ROW
BOUNDARY
PROPOSED GRADE AT
SEC TION LINE
\
EXISTING GRADE AT J
SECTION LINE
STA: 1 +55.75
EXISTING 12" STORM MAIN
W.- -I IE:395.82
c�s2
T 1I 1 1
1.50'
1.50' i i 1
N
GRAPHIC SCALE N
0 10 20 40 CY)
O
1" = 20 FEET O
N
U
LO
405
O
O
IN AREAS OF FILL, NEW ROADWAY
SUBGRADE SHALL BE FILLED AND
COMPACTED BEFORE EXCAVATION
(V
FOR INSTALLATION OF NEW WATER
MAIN (TYP)
400
00
O T
N
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_ N
STA: 1 +90.03 Q
PROPOSED 6" ST RM
_ J
395
STA: 2+21.28
1-10" POLYPIG STATION
PER COR STD PLAN 300.7
1-22. ° BEND (MJ) /
1-CONC. TH UST BLOCK 22 LF 8" J
STA: 2+16.34 5 LF 8"
TA: 1+47.62 1-10' 6" TEE (MJxFL)
390 EXISTING 12" EWER MAIN 1- AT VALVE FLxM D.I. CL52 390
T.O.P: 389.29 1-CONC. HRUST BLOCK \ I FH ASS MBLY PER COR
EX STING GRADE PROPOSED GRADE
387 AT SECTION LINE AT SECTION LINE 7
r7 �, 0 o cfl 00
o rno ao7 06Iq r10
o 0)0 WWCD 00 00
CDM M �`� M
W W LL W LL WILL W LL
1+00 1+50 2+00 2+31.28
10 SITE SECTION 4
SCALE: H:1 "=20', V:1 "=2'
W-433501 S-433501 R-433518
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
R DEVELOPMENT ENGINEERING ` •
LHuynh 07/21/2025 '�
WATER UTILITY WASTEWATER UTILITY U;%RW
ABDOUL GAFOUR 07/25/2025 `� jstowell 07/28/2025
VERTICAL: NAVD 1988• SUNSET MEDICAL D I CAL OFFICE BUILDING DATE: FOR
HORIZONTAL: NAD 1983/183/1991 CITY OF CONSTRUCTION
FIELDBOOK:
RENTON PAGE: ;R
AHBL JOB #2230621.10
DATUM • DRAWING NO:
Planning/Building/Public Works Dept. UTILITY PLAN C5.1
SHEET: 18 OF: 34
DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
Lid
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RECESSED Not to Scale
LIFT POCKET
FRAME
10-1/2"
14"
�-- 12-3/4"�
. 11"
12-1/4"
CAST IRON RING AND
DR
)ABLE
NOTES,
1 8" AND 6" CLEAN —OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC
No 3698 (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY
2 IN UNIMPROVED AREAS, POUR A 8" THICK, 3'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER
3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106
STD. PLAN - 403.1
PUBLIC WORKS 8" OR 6" CLEANOUT 7=Martin
ne y
1` DEPARTMENT FOR SANITARY SEWER MAIN Pastucfia/26/2020
W49D DATE
SEWER CLEANOUT
NOT TO SCALE
SANITARY SEWER NOTES & SPECIFICATIONS
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON PLANNING/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 & SPECIFICATIONS.
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 PLANNING/BUILDING/PUBLIC WORKS
DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY
WORK WITHIN PUBLIC 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 BACKFILLING 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.
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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. BACKFILL 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 OF RENTON.
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.
S E A T T L E
T R I- C I T I E S
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 AFTER 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
PLANNING/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 & 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, SDR
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 RING POURED AT GRADE. IN
PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
S-433502
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07/21 /2025
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
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DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5)
FOUNDATION LEVEL
rW(SEE NOTE 7)
LIMITS OF PIPE ZONE
ON
0. D.
Of
PIPE
Lot
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS
5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)
OF THE STANDARD SPECIFICATIONS
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED
7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 405
UBLIC WORKS PIPE BEDDING APP `�--
URI DEPARTMENT FOR SANITARY SEWERS Martin PastuCfta/26/202
rabic Wort, Addm �96E;449D DATE
PIPE BEDDING FOR SANITARY SEWERS
NOT TO SCALE
Know what's below.
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S P O K A N E T R I- C I T I E S .c�sslc 69g �w� 2215 North 30th Street, Suite 300 Tacoma, WA 98403
ONAL E 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
dig. 07/21 /2025
DocuSlgn Envelope ID 345B681 D-914F-4F2D-AB59-7C 192D3B78A3
r---i-r-----------
EX. SEWER MAIN I 1 1
I I I I
PROPERTY LINE
rr SPOOL I I I Z I
(LENGTH AS NEEDED) i I i i 3'-0" MIN
6" SEWER STUB
1 I 1 ` ram•
I I I I
I I I I
SEWER MAIN
TEE X 6" TEE
SIDEWALK i l z
I I I I I J
COUPLING
TYP I I I I }
I
0
I'
r -r•---
J ------
--------- -ts
L---J
BEND AS
REQUIRED
EXISTING SANITARY
SEWER MAIN r2 0% MI
FUTURE 4" SIDE SEWER
�0E-------------------- 3
2"x 4" STUD MARKING POST PAINTED
6" CAP/ WHITE WITH THE WORD "SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND #6 WIRE
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD
6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
CONCRETE PAD TO BE 8" IN DEPTH
6" SEWER STUB ` 6"X6"X6" WYE
SEWER MAIN SIZE X 6" TEE
PUTURE 4" SIDE SEWER
FUTURE 6"x 4" REDUCER
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL),
B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)
C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUP-INGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL)
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING
"STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F HDPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER
G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL
NOTES.
1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER
3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR
4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE
SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2
6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405
7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OP WASHINGTON
SIDE SEWER STUB 4 STD. PLAN -406.1
APP SVk��9 nad by
i PUBLIC WORKS INSTALLATION
R] DEPARTMENT Martin PastuchW26/202
(SEWER MAIN TO PROPERTY LINE) 8H8.k33FD985449J—
Pubic Works Admmistratm DATE
SIDE SEWER STUB INSTALLATION
NOT TO SCALE
1 12:
DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
LENGTH(FT)
w 0
d
50
100
Uj
150
200
Q 250
0
300
Z 350
00 400
450
LENGTH(FT)
a 0
:L 50
100
150
Li
200
d 250
0
300
Z 350
400
450
LENGTH(FT)
_`' 0
0- 50
of 100
Li
w 150
200
a
0 250
Z 300
350
400
450
LENGTH(FT)
``I 0
a 50
Of 100
w
u 150
< Q 200
0 250
Z 300
350
400
450
6 IN DIAMETER PIPE
0
50
1 100
150
200
250
300
350
400
450
1 500
0
80
160
236
316
396
476
556
632
680
680
140
220
300
380
456
536
616
696
712
708
708
280
360
440
520
600
676
748
744
7361
732
728
424
500
580
660
740
780
772
764
756
748
744
564
644
720
800
808
796
788
780
772
764
760
704
784
856
836
820
808
800
792
784
776
772
844
880
860
844
832
820
808
800
792
788
780
908
884
868
852
840
828
820
808
804
796
788
908
888
872
856
844
836
824
816
808
804
796
908
888
876
860
852
840
832
824
816
808
804
TIME (SECONDS)
6 IN DIAMETER PIPE
0
50
100
150
1 200
250
300
350
1 400
450
500
0
80
160
236
316
396
476
556
632
680
680
220
300
380
456
536
616
696
768
760
752
744
440
520
600
676
756
836
840
828
812
804
792
660
740
820
896
932
908
888
868
856
840
832
880
960
1028
992
964
940
920
900
888
872
860
1100
1084
1044
1012
988
964
944
928
912
900
888
1132
1092
1056
1028
1004
984
964
948
932
920
908
1132
1096
1068
1040
1016
996
980
964
948
936
924
1132
1100
1076
11052
1028
1008
992
976
964
952
940
1132
1104
1080
11056
1036
1020
1004
988
976
964
952
TIME (SECONDS)
6 IN DIAMETER PIPE
0
50
100
150
200
250
300
350
400
450
500
0
80
160
236
316
396
476
556
632
680
680
316
396
476
556
632
712
832
816
804
804
792
632
712
792
872
952
984
952
928
908
888
876
952
1028
1108
1132
1088
1052
1020
992
972
952
936
1268
1284
1224
1176
1132
1100
1068
1044
1020
1000
984
1360
1300
1248
1204
1164
1132
1104
1080
1056
1036
1020
1360
1308
1264
1224
1192
1160
1132
1108
1088
1068
1052
1360
1316
1276
1240
1208
1180
1156
1132
1112
1096
1076
1360
1320
1284
1252
1224
1200
1176
1152
1132
1116
1100
1360
1324
12.92
1264
1236
1212
1192
1168
1152
1132
1116
TIME (SECONDS)
6 IN DIAMETER PIPE
0
50
100
150
200
250
300
350
400
450
500
0
80
160
236
316
396
476
556
632
680
680
496
576
652
732
812
892
972
948
924
900
884
988
1068
1148
1228
1248
1192
1144
1104
1072
1044
1020
1484
1564
1484
1408
1344
1292
1248
1208
1172
1144
1116
1700
1608
1532
1464
1408
1360
1316
1280
1248
1216
1 1192
1700
1624
1560
1504
1452
1408
1368
1332
1304
1272
1248
1700
1636
1580
1532
1484
1444
1408
1376
1344
1316
1292
1700
1644
1596
1552
15'2
1472
1440
1408
1380
1352
1328
1700
1652
1608
1568
1532
1496
1464
1436
1408
1384
1360
1700
11656
1 1616
1580
11548
1516
1484
1460
1432
1408
1388
TIME (SECONDS)
PROCEDURE
SLOWLY PRESSURIZE THE PIPE TO 4 0 P S I G ALL SEWER PIPE SHALL MEET A MINIMUM AIR
ALLOW 2 MINUTES FOR STABILIZATION, ADDING PRESSURE TEST OF 4 0 P S I G FOR 5 MINUTES
AIR AS REQUIRED TO STABILIZE THE PRESSURE WITH NO LOSS OF PRESSURE IF THERE IS A LOSS
AT 4 0 P S.I.G CF PRESSURE, THEN THE TIME OF THE DROP FROM
3 5 P S I G TO 2 5 P S I G SHALL NOT BE LESS
THAN THE TIME SHOWN ON THE ABOVE TABLES
AIR TEST TABLE APPI�85 ignodby PLAN - 410
r� PUBLIC WORKS LOW PRESSURE)
DEPARTMENT Martin Pastuctt426/2020
FOR SANITARY SEWERS(*w"86&161FD98B449L)
r ubbc Works Admmistrato DATE
AIR TEST TABLE FOR SEWERS
NOT TO SCALE
1 12 :
S-433503
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