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ADAPTOR COLLAR
PRECAST VALVE BEER ,' ` 8" E 12'
CHAMBER EQU RUBBER \ / PIPE
R.C.P. OR EQUAL GASKET J��[
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f
NOTES:
1. CASTING SHALL BE PER STD. PLAN 401.
2. CONE SECTION TO BE OF REINFORCED PRECAST CONCRETE.
3. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
4. ADJUSTMENT OF THE CASTING TO GRADESHALL BE ACCOMPLISHED WITH A
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL
BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND.
THE USE OF SHIMS IS PROHIBITED.
5. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) NTH A HIGH SOILDS URETHANE COATING; WASSER MC- AROSHIELD
OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
6. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
7, CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE.
8. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL
BOOTS OR APPROVED EQUAL
9. IN UNIMPROVED AREAS, MAHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF
12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMATER CONCRETE RINGS
POURED AT GRADE, IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SANITARY MANHOLE STD. PLAN - 400.3
EXTRA SHALLOW September 2011
PORTION OF GOVERNMENT LOT 1, SECTION 32, TOWNSHIP 24 N, RANGE 5 EAST, W.M.
\ /\ /
_
,
T /
/ ; ; ❑
STA. 1 1, 46A 27 RT.
SSMH 1, 48 -EXTRA SHALLO / /..• _�/ �' MIN. FF ELEV. =45.0
RIM =44.50 /
IE= 40.97, 8 "(OUT) 0 +20
IE= 41.07, 8" IN) �j i =�' i IE =41.40
EASEMENT
/
FA
m
IE -40.37 (8 "SE)
IE =40.27 8 "Sw)
IE =40.37 8 "NEW)
„J- Z
12 k8 00
MIN. FF ELEV. =48.0 I� / 4,15&
2❑
MIN. FF ELEV. =45.0
I
®S =0.507
3
FF ELEV. =50.0
vo
, 97f01k l F7((176
❑
MIN. FF ELE
IDt[F
SIC ,
24, 6 "(IN)
MIN. FF ELEV. =,S&fY m o ', MIN. FF ELEV. =49.0` �\
+
Fn ° 0 0 +00
m
mo 1 � II +
, 11 + , I A u•
.0 o
0 0 ❑
,' o ® „ 5
, '� I
MIN. FF ELEV. =50.I 6
MIN. FF E
.'21 +78.0 5.5' RT.'
.SMF 4, 54"-SHALLOW I '�
9M =48.88
- 70.62, 8" OUT)
- 42.72. 8" IN)
IE= 41.83, 8" OUT)
IE= 41.93, 8" IN)
NOTE,
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG, 1- 800 - 424 -5555
MIN. FF ELEV. - THE MINIMUM FIRST FLOOR ELEVATION
NECESSARY TO PROVIDE THE HOUSE WITH
GRAVITY SEWER. ANY BASEMENT FLOOR ELEVATION
BELOW MINIMUM WILL REQUIRE GRINDER PUMP INSTALLED
WITHIN HOUSE
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
�z
Date,
Date,
Date,
SEWER EASEMENT :NORTH 41ST COURT
50.00
N 50.00
0.00
...
.. . .
WlJ
Z m
I
w
45.00 : : .................... ..:........... ... ....... ........... ........... ..... ........... ............. ...........:.. . - -
. ..:. .:..SEE RIGHT: w 131 LF., 8" C -900 ®5- 1.04..
Y 32LF., g,.
85LF., 8' PVC ®5 =0.50% FOR CONTINUATION g
�; : 151 LF., 8" 6-900 ? 45 =0.50% _ Oi
119LF. 8" C -900 ®S =0.50% SEE
40.00 -- - -- -ii : 3' ........ _. .....40.00: ._._.. ....... _..._.... FOR CONTINU ..... ........ ........... ..._._... ......_._ ._......_ `140.00.....
---- - ---{�. ... - -
........................... ...... ...........................Z. -. .... I. :.................. ... ...... ..........
.... o ...... ........... 3 ..
^ 0 ^ O : ..¢.. Q Q .. J.
to In z _ : o F SECTION rn ow N 0_ z z _ 0 Z 2z 1 : °0 °.�Z
DEFLECT PIPE AT: 1/2 MANUFACTORS rn �� : CD N.T.S. 10 � a' maom _ - -_ -- _ `o `DtO 't �D� _ �tO ......_... ......... ... .....
35.00 .�,.., .........u1 . . ................. ......w ....... ........... .._ .. .........uxio;... .. �.........._ ........... ........... ........._ - - -
.... ............................... ........... RECOMMENDATION ........................... o .._ ._............. ....... .... ............................... ........... c»..;.._ ._.. -
�m� ^^ _ : ���� ( CDF BACKFILL OVER SEWER PIPE No °�� NtO `o `� .. I.. � I MNMV� d'��n
�c a rn 0 aD o> M^ M +S'<o r a0 2 EACH SIDE OF PROPERTY LINE O = as II aster II p j AND: BE SPRING LI E AND :II II II 9 II ow II w N w WTEEN N � �12 ";ABOVE PIPE:(TYP. 2 LOCATIONS) ww N�www 0,�
............:............. ............................... ............................................................................................................................................................................................... ...............................
... ............... ............... ..
30.00 20 00 21 +00 22 +00 : 23 +00 30.00
OFFE ENGINEERS �tiL °F��
�'•rl� Ncr�ti SURVEYED SCALE N01�0•"1° °0.1°°' C'9 CITY OF LAKE WASHINGTON VIEW ESTATES 12/0/2012
13932 SOUTHEAST 159TH PLACE q' - Z • D.1- OFFS, P.E. R E N TO N GREG FAWCETT
RENTON, WASHINGTON 98058 D.L OFFE, P.E. SEWER PLAN & PROFILE
PHONE: 425 -260 -3412 q!o :'AC` "eD .r s DATUM Planning/Building/Public Works
CONTACT': DARRELL OFFE, P.E. pNA ,,� . r Dept. :
n� NO. REVISION BY DATE APPR 10 13
SEWED
m
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a 1
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23 ±00y
= 1
.... `4a' 0-900 0 +00
• C-900
MIN.
40 `C
FF ELEV. =49.0
MIN. FF ELEV.= 49.0'
i0.0
'
-'
1
I _ -4 €5--
-
No
MIN. FF ELEV. - THE MINIMUM FIRST FLOOR ELEVATION
NECESSARY TO PROVIDE THE HOUSE WITH
GRAVITY SEWER. ANY BASEMENT FLOOR ELEVATION
BELOW MINIMUM WILL REQUIRE GRINDER PUMP INSTALLED
WITHIN HOUSE
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
�z
Date,
Date,
Date,
SEWER EASEMENT :NORTH 41ST COURT
50.00
N 50.00
0.00
...
.. . .
WlJ
Z m
I
w
45.00 : : .................... ..:........... ... ....... ........... ........... ..... ........... ............. ...........:.. . - -
. ..:. .:..SEE RIGHT: w 131 LF., 8" C -900 ®5- 1.04..
Y 32LF., g,.
85LF., 8' PVC ®5 =0.50% FOR CONTINUATION g
�; : 151 LF., 8" 6-900 ? 45 =0.50% _ Oi
119LF. 8" C -900 ®S =0.50% SEE
40.00 -- - -- -ii : 3' ........ _. .....40.00: ._._.. ....... _..._.... FOR CONTINU ..... ........ ........... ..._._... ......_._ ._......_ `140.00.....
---- - ---{�. ... - -
........................... ...... ...........................Z. -. .... I. :.................. ... ...... ..........
.... o ...... ........... 3 ..
^ 0 ^ O : ..¢.. Q Q .. J.
to In z _ : o F SECTION rn ow N 0_ z z _ 0 Z 2z 1 : °0 °.�Z
DEFLECT PIPE AT: 1/2 MANUFACTORS rn �� : CD N.T.S. 10 � a' maom _ - -_ -- _ `o `DtO 't �D� _ �tO ......_... ......... ... .....
35.00 .�,.., .........u1 . . ................. ......w ....... ........... .._ .. .........uxio;... .. �.........._ ........... ........... ........._ - - -
.... ............................... ........... RECOMMENDATION ........................... o .._ ._............. ....... .... ............................... ........... c»..;.._ ._.. -
�m� ^^ _ : ���� ( CDF BACKFILL OVER SEWER PIPE No °�� NtO `o `� .. I.. � I MNMV� d'��n
�c a rn 0 aD o> M^ M +S'<o r a0 2 EACH SIDE OF PROPERTY LINE O = as II aster II p j AND: BE SPRING LI E AND :II II II 9 II ow II w N w WTEEN N � �12 ";ABOVE PIPE:(TYP. 2 LOCATIONS) ww N�www 0,�
............:............. ............................... ............................................................................................................................................................................................... ...............................
... ............... ............... ..
30.00 20 00 21 +00 22 +00 : 23 +00 30.00
OFFE ENGINEERS �tiL °F��
�'•rl� Ncr�ti SURVEYED SCALE N01�0•"1° °0.1°°' C'9 CITY OF LAKE WASHINGTON VIEW ESTATES 12/0/2012
13932 SOUTHEAST 159TH PLACE q' - Z • D.1- OFFS, P.E. R E N TO N GREG FAWCETT
RENTON, WASHINGTON 98058 D.L OFFE, P.E. SEWER PLAN & PROFILE
PHONE: 425 -260 -3412 q!o :'AC` "eD .r s DATUM Planning/Building/Public Works
CONTACT': DARRELL OFFE, P.E. pNA ,,� . r Dept. :
n� NO. REVISION BY DATE APPR 10 13
SEWED
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S= 372102
NOTES:
BACKFILL MATERIAL W (SEE NOTE 4) LIMITS OF PIPE ZONE 1. PROMDE UNIFORM SUPPORT UNDER BARREL
(SEE NOTE 5) L 2. HAND TAMP UNDER HAUNCHES.
8j 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
CONCRETE CLASS C -I} HAND TAMP ONLY.
(SEE NOTE 8)
C 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
FOUNDATION LEVEL OF THE STANDARD SPECIFlCTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS.
B THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18
( CLASS A Y ) DESIGN 1 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE
- SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL MATERIAL.
I- W SEE NOTE 4 LIMITS OF PIPE ZONE 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
( ) STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
BACKFILL MATERIAL f 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
(SEE NOTE 5) fi STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
BEDDING MATERIAL
8. PIPE MUST
MAINTAINED.
ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTA
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDATION LEVEL B
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
rW (SEE NOTE 4) LIMITS OF PIPE ZONE
1' l D„
BEDDING CLASS DESIGN
ROLTHOLES - 3 PLCS
CLASS A
CLA55 B
EQUALLY SPACED 120•
CLASS D
CLASS F
APART ON 23 1/16' (586nn)
4" MIN.
1/41.D.
12' MAX.
•
DIA B.C. (SEE DETAIL)
ZERO
DWG. NAME: BW18C SP PAGE: 8077
A i 1 A
1/4 O.D.
1/2 O.D.
�v
ZERO
O.D.
F= . ';'f
3/4 O.D.
1/2 O.D.
YV
RENT O
O.D.
-
p
d
SEWER o O
A
COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
I-- 25' DIA.
[635nn] I- I' <31- > ELI SOC. NERD)
5/811 X 1.5 SS
' -
RUBBER BER WASHER
[19mmT
\ \\
8 3/4' 2 1/2' ([`�L�1
[222nn] [64nn]
TYP
COVER SECTION VIEW
EON BOLTING DETAIL
26 1/2' DIAL
[673mN
25 1/4• DIA
[641nm] 1 1/16' 1/4' 1 1/16'
6mnl' -
Dla C27mm] r [zJnnJ
NEOPRETE GASKET -I.
EFIE
OL1/4•
1
g• t /9'
1 [352nm1 [inn]
1 ve'
R3 nn)
5 /8' 23 3/8' DIA CL OPEN
[16nn] [594mn] GASKET GROOVE DETAIL
27 5/16' DIA
[694nm1
34 1 /8' ETA
TYPICAL UTILITY COVER
ADJUSTMENT FOR
STD. PLAN - 400.4
[867mn] NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
PAVEMENT OR OVERLAY
DECEMBER 2010
JORDAN IRON WORKS INC. No. 3717(1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER "). OR WATER (SPECIFY "WATER ").
STD. PLAN - 401
° PUBLIC WORKS
MANHOLE FRAME AND COVER
DEPARTMENT
DECEMBER 2008
S= 372102
NOTES:
BACKFILL MATERIAL W (SEE NOTE 4) LIMITS OF PIPE ZONE 1. PROMDE UNIFORM SUPPORT UNDER BARREL
(SEE NOTE 5) L 2. HAND TAMP UNDER HAUNCHES.
8j 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
CONCRETE CLASS C -I} HAND TAMP ONLY.
(SEE NOTE 8)
C 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
FOUNDATION LEVEL OF THE STANDARD SPECIFlCTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS.
B THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18
( CLASS A Y ) DESIGN 1 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE
- SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL MATERIAL.
I- W SEE NOTE 4 LIMITS OF PIPE ZONE 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
( ) STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
BACKFILL MATERIAL f 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
(SEE NOTE 5) fi STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
BEDDING MATERIAL
8. PIPE MUST
MAINTAINED.
ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTA
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDATION LEVEL B
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
rW (SEE NOTE 4) LIMITS OF PIPE ZONE
1' l D„
BEDDING CLASS DESIGN
SEAL WITH AR 4000 OR
CLASS A
CLA55 B
APPROVED EQUAL AND DRY
CLASS D
CLASS F
SAND AFTER PATCHING
4" MIN.
1/41.D.
12' MAX.
•
PATCHED AREA
ZERO
DWG. NAME: BW18C SP PAGE: 8077
A i 1 A
1/4 O.D.
1/2 O.D.
�v
ZERO
O.D.
F= . ';'f
3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D.
-
COVER_
PLAN
NTS
0'•-}- OUTSIDE DIA.--t1' -0 "-{
OR BY
�1'-
E
THE ENGINEER.
n
4" CONCRETE
SECTION A -A
6DTFC.
REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE
WHICH IS EQUAL TO THE NAMEMR OF THE FRAME PLUS TWO FEET.
ADA]ST CASTING FRAME TO PAVDAENT SURFACE USING FIBER RINGS OR
CONCRETE BLOCKS PER STD. PLAN 400.1.
REPLACE ALL BUT TOP 2. OF D ICAVATEO MATERIAL WA
LASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE
WITH Y OF ASPHALT GLASS '8' OR AS APPROVED BY
TIE MONGER.
PUBLIC WORKS
l'4�J4
TYPICAL UTILITY COVER
ADJUSTMENT FOR
STD. PLAN - 400.4
DEPARTMENT
PAVEMENT OR OVERLAY
DECEMBER 2010
S= 372102
NOTES:
BACKFILL MATERIAL W (SEE NOTE 4) LIMITS OF PIPE ZONE 1. PROMDE UNIFORM SUPPORT UNDER BARREL
(SEE NOTE 5) L 2. HAND TAMP UNDER HAUNCHES.
8j 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
CONCRETE CLASS C -I} HAND TAMP ONLY.
(SEE NOTE 8)
C 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
FOUNDATION LEVEL OF THE STANDARD SPECIFlCTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS.
B THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18
( CLASS A Y ) DESIGN 1 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE
- SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL MATERIAL.
I- W SEE NOTE 4 LIMITS OF PIPE ZONE 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
( ) STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
BACKFILL MATERIAL f 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
(SEE NOTE 5) fi STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
BEDDING MATERIAL
8. PIPE MUST
MAINTAINED.
ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTA
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDATION LEVEL B
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
rW (SEE NOTE 4) LIMITS OF PIPE ZONE
1' l D„
BEDDING MATERIAL ' A = 4" MIN. 27" I.D. AND UNDER
FOR FLEXIBLE PIPE B 6" MIN. OVER 27" I.D.
(SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWER
FOUNDATION LEVEL ADOPTED
A crrY o1P ealTmx
STANDARD PIeTT9
/ro n r,n\ *NT 191' DATE: 4/97
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLA55 B
CLASS C
CLASS D
CLASS F
A
4" MIN.
1/41.D.
12' MAX.
•
•
ZERO
DWG. NAME: BW18C SP PAGE: 8077
B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D.
-
BEDDING MATERIAL ' A = 4" MIN. 27" I.D. AND UNDER
FOR FLEXIBLE PIPE B 6" MIN. OVER 27" I.D.
(SEE NOTE 7) PIPE BEDDING FOR SANITARY SEWER
FOUNDATION LEVEL ADOPTED
A crrY o1P ealTmx
STANDARD PIeTT9
/ro n r,n\ *NT 191' DATE: 4/97
o7 PIPE BEDDING FOR SANITARY SEWER
SEWER GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY
RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. MANHOLE FRAME AND COVER
ADJUSTMENT RINGS 2" MINA PER DRAWING 401.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR SEE NOTE 6
MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN MORTAR JOINTS 3 8" MIN. - ^v o-�. •�jy.,'•'
PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. SEE NOTE 5
4" MIN.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S ', 'w' ����� 12' MAX.
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 2 "x 4" STUD MARKER POST PAINTED
WHITE NTH THE WOR "SEWER" STENCILED
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION PROPERTY LINE IN 3" HIGH BLACK LETTERS AND j6 WIRE I x
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. - - WRAPPED AROUND THE STUD AND , 24° <
EXTENDED TO THE TOP OF THE STUD. in
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. FUTURE
6" BUILDING SEWER PIPE BUILDING SENER •• N O
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. - _ 1Y-
L J i
DO
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. z
TEE WITH 6" SIDE OUTLET 6 "x6 "x6" WYE NTH A j a
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SURFACE CLEANOUT NTH a° '0.' 54"
1$�
SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL 6 w CAST IRON RING & COVER " SIDE SEWER AND BUILDING SEWER n.
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. Iz,' ...,•,-
o (EAST JORDAN IRON WORKS
a 2975 OR APPROVED EQUAL,
SPECIFY "SEWER" ON LID, .aA°
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE SEE STD. PLAN 403.1 FatT..a
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO INSTALLATON) , 4a
95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE a: :t. °.. "'.�.;. �.',: ^. ,.; ;'.; ._, ,;:rv�, ;.';•.i. 6•
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE 60" ALLOWABLE MAX. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS ._y..
THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. FOR CAST IRON PIPE TO MAIN LINES ARE AS FOLLOWS: '•
OR DUCTILE IRON PIPE. Co A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE
1VA0 COUPUNGS(FERNCO OR APPROVED EQUAL). I-6-�
10 BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. TRCUTSENTOOTHHEAEXSTIING BE
SPHALT CONCRETE / +My / pN OC O B. CONCRETE MAIN -CORE- DRILLED WITH ROMAC SADDLE
SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE BLOCKING FPM \N 25 25 MP�.�O� (OR APPROVED EQUAL).
PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE 2 %MIN SLOPE C. PVC MAIN - CORE - DRILLED WITH ROMAC SADDLE (OR APPROVED
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. - - - EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS
HORIZONTAL D. DUCTILE IRON MAIN -CORE- DRILLED NTH ROMAC SADDLE NOTES:
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 6" SIDE OUTLET TEE (OR APPROVED EQUAL). 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
SEWER MAIN SEWER MAIN 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
6" MIN. E MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL 3. CASTING SHALL BE PER STD. PLAN 401.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE CONCRETE BLOCKING ANGLE BE AT MANUFACTURED KNOCK -OUTS OR THE 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION STRUCTURE SHALL BE CORE- DRILLED. 5. ALL JOINTS BETWEEN THE CONE, RIDER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ELEVATION ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING OL m o o m
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN BOND OR 1/2 BOND. THE USE OF SHIMS IS P OHIBITED. OL
ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD NOTE: 7. SANITARY SEWER MANHnI FR RHAI I MAUL' Al I INTERIOR cURFACES, INCLUDING CHANNELING, no o o° o°
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING UNLESS OTHERNSE SHOWN ON PLAN, S1DE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY COATED (SEALED) WITH A HIGH SOUDS URETHANE COATING; WASHER MC- AROSHIELD OR Of
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE IWTH ASTM C -443.
COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED
UNIMPROVED PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 77, A UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM R O AND A MAXIMUM OF A
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. (SEWER MAIN TO PROPERTY LINE) IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAMNG.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 12 INCH ABOVE STD. PLAN - 406.1 STD. PLAN - 400.2
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. SANITARY MANHOLE
SHALLOW September 2011
d d m m
OFFE ENGINEERS yL L.•QF
�'16 O` � /N�'N�
SURVEYED � ,y.'� I� ,�, , 08/15/2012
�••: °' roym 9 SCALE Md9 CITY OF LAKE WASHINGTON VIEW ESTATES
13932 SOUTHEAST 159TH PLACE - Z • D.L OFFE, P.E. R E N TO N GREG FAWCETT
RENTON, WASHINGTON 98058 0: z74eD 'L °' P'E' a E xm DATUM SEWER DETAILS & NOTES
PHONE: 425-260-3412 �o;�' R Rte: ArR�ALr.LE I Planning/Building/Public Works Dept.
CONTACT: DARRELL OFFE, P.E. �fss /pNAL�f03/1 yPR7 YNEY 9FET: '
8 2014 NO. REVISION BY DATE APPR 11 13
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BEDDING FOR FLEXIBLE PIPE
2 -21 -91
ReM nRtm 4,3,7,& 9. Added note B 1
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- - --
DWG. NAME: BW18C SP PAGE: 8077
DATE
I REVISION
BY
PPR
o7 PIPE BEDDING FOR SANITARY SEWER
SEWER GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY
RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. MANHOLE FRAME AND COVER
ADJUSTMENT RINGS 2" MINA PER DRAWING 401.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR SEE NOTE 6
MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN MORTAR JOINTS 3 8" MIN. - ^v o-�. •�jy.,'•'
PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. SEE NOTE 5
4" MIN.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S ', 'w' ����� 12' MAX.
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 2 "x 4" STUD MARKER POST PAINTED
WHITE NTH THE WOR "SEWER" STENCILED
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION PROPERTY LINE IN 3" HIGH BLACK LETTERS AND j6 WIRE I x
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. - - WRAPPED AROUND THE STUD AND , 24° <
EXTENDED TO THE TOP OF THE STUD. in
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. FUTURE
6" BUILDING SEWER PIPE BUILDING SENER •• N O
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. - _ 1Y-
L J i
DO
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. z
TEE WITH 6" SIDE OUTLET 6 "x6 "x6" WYE NTH A j a
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SURFACE CLEANOUT NTH a° '0.' 54"
1$�
SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL 6 w CAST IRON RING & COVER " SIDE SEWER AND BUILDING SEWER n.
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. Iz,' ...,•,-
o (EAST JORDAN IRON WORKS
a 2975 OR APPROVED EQUAL,
SPECIFY "SEWER" ON LID, .aA°
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE SEE STD. PLAN 403.1 FatT..a
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO INSTALLATON) , 4a
95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE a: :t. °.. "'.�.;. �.',: ^. ,.; ;'.; ._, ,;:rv�, ;.';•.i. 6•
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE 60" ALLOWABLE MAX. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS ._y..
THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. FOR CAST IRON PIPE TO MAIN LINES ARE AS FOLLOWS: '•
OR DUCTILE IRON PIPE. Co A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE
1VA0 COUPUNGS(FERNCO OR APPROVED EQUAL). I-6-�
10 BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. TRCUTSENTOOTHHEAEXSTIING BE
SPHALT CONCRETE / +My / pN OC O B. CONCRETE MAIN -CORE- DRILLED WITH ROMAC SADDLE
SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE BLOCKING FPM \N 25 25 MP�.�O� (OR APPROVED EQUAL).
PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE 2 %MIN SLOPE C. PVC MAIN - CORE - DRILLED WITH ROMAC SADDLE (OR APPROVED
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. - - - EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS
HORIZONTAL D. DUCTILE IRON MAIN -CORE- DRILLED NTH ROMAC SADDLE NOTES:
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 6" SIDE OUTLET TEE (OR APPROVED EQUAL). 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
SEWER MAIN SEWER MAIN 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
6" MIN. E MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL 3. CASTING SHALL BE PER STD. PLAN 401.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE CONCRETE BLOCKING ANGLE BE AT MANUFACTURED KNOCK -OUTS OR THE 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION STRUCTURE SHALL BE CORE- DRILLED. 5. ALL JOINTS BETWEEN THE CONE, RIDER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ELEVATION ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING OL m o o m
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN BOND OR 1/2 BOND. THE USE OF SHIMS IS P OHIBITED. OL
ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD NOTE: 7. SANITARY SEWER MANHnI FR RHAI I MAUL' Al I INTERIOR cURFACES, INCLUDING CHANNELING, no o o° o°
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING UNLESS OTHERNSE SHOWN ON PLAN, S1DE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY COATED (SEALED) WITH A HIGH SOUDS URETHANE COATING; WASHER MC- AROSHIELD OR Of
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE IWTH ASTM C -443.
COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED
UNIMPROVED PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. 77, A UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM R O AND A MAXIMUM OF A
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. (SEWER MAIN TO PROPERTY LINE) IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAMNG.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 12 INCH ABOVE STD. PLAN - 406.1 STD. PLAN - 400.2
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. SANITARY MANHOLE
SHALLOW September 2011
d d m m
OFFE ENGINEERS yL L.•QF
�'16 O` � /N�'N�
SURVEYED � ,y.'� I� ,�, , 08/15/2012
�••: °' roym 9 SCALE Md9 CITY OF LAKE WASHINGTON VIEW ESTATES
13932 SOUTHEAST 159TH PLACE - Z • D.L OFFE, P.E. R E N TO N GREG FAWCETT
RENTON, WASHINGTON 98058 0: z74eD 'L °' P'E' a E xm DATUM SEWER DETAILS & NOTES
PHONE: 425-260-3412 �o;�' R Rte: ArR�ALr.LE I Planning/Building/Public Works Dept.
CONTACT: DARRELL OFFE, P.E. �fss /pNAL�f03/1 yPR7 YNEY 9FET: '
8 2014 NO. REVISION BY DATE APPR 11 13
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WATER
1.
2.
3.
4.
GENERAL NOTES
ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF
THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION
OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS 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.
THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM
ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS
AT (425)430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED
24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
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. FOR UTILITY LOCATE CALL 48 -HOURS LOCATORS, 1- 800 - 424 -5555.
AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE
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PRE - CONSTRUCTION MEETING.
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ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110
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AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL
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COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON
WTA
4xa°0°oD
OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL
W
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BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS.
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6.
CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED
ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -87. CEMENT LINING SHALL BE
IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -90. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN
W
DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER
INCH N R
ANSI/AWWA 1 OH /FLANGED 9
FITTINGS WHICH AVE MECHANICAL JOINTS AND/OR JOINTS SHALL BE IN ACCORDANCE
Z
WITH ANSI /AWWA C110/A21.10.87 OR A COMBINATION OF ANSI /AWWA C110/A21.10.87 AND
ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL
O
JOINT(S), MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE
FITTING WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -87.
'R
ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA C153/A21.53 -94 OR
v
WITH SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR
Z
AND TRANSMITTED TO THE OWNER.
7.
GATE VALVES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING
DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509).
VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE
VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380, OR M & H.
8.
FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE
W
(OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 INCH MECHANICAL
Y
JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5 -1/4 INCHES, TWO 2 -1/2 INCH HOSE
Q
NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH AND ONE 4 INCH
J
PUMPER NOZZLES WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V.BL
THREADS, OUTSIDE DIAMETER OF MALE TREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS
SHALL HAVE A 1 -1/4" PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE
9. THE TWO 2 -1/2" HOSE NOZZLES SHALL BE FITED WITH CAST IRON THREADED CAPS WITH
OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS
SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER
10. THE 4" PUMPER NOZZLE SHALL BE FITTED WITH A STORTZ ADAPTER, 4" SEATTLE THREAD X 5"
STORTZ. STORTZ ADAPTER SHALL BE FORGED AND /OR EXTRUDED 6061 -T6 ALUMINUM ALLOY,
HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND 2 SET SCREWS 180
DEGREES APART. STORTZ FACE TO BE METAL, NO GASKET TO WEATHER. STORTZ CAP TO HAVE
SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8"
COATED STAINLESS STEEL AIRCRAFT CABLE.
11. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER
43 -655 SAFETY YELLOW OR APPROVED EQUAL
12. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
13. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE
HYDRANTS, LATEST REVISIONS.
14. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW
FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48
INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE
LOWERED TO CLEAR.
15. ALL WATERMAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE
CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA
SWAB -AS OR APPROVED EQUAL, 2 LB /CU FT. DENSITY FOAM WITH 90A DUROMETER URETHANE
RUBBER COATING ON THE REAR OF "PIG" ONLY.
16. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR
WILL PERFORM THE CLEANING OPERATION.
17. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI
OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE
CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING
SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE
QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS
PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 11.3(11).
THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
18. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM
(MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL
NOT BE PLACED IN THE PIPE AS WD. CHLORINE SHALL BE METERED /INJECTED IN
ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS
REFERENCED ABOVE.
19. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION.
A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.
20. TWENTY -FOUR (24) HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO
STARTING CONSTRUCTION.
22. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE
UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF
FEES HAVE BEEN MADE TO THE CITY OF RENTON.
23. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT
WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL).R
FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCAVATION AND MATERIALS TO BETE
SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS.
24. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATVE OF THE CITY OF RENTON. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES 24 HOURS IN
ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS
SHALL KEEP AS -BUILT DRAWINGS.
25. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY
ACCEPTANCE PRIOR TO FINAL TIE -IN.
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425 -260 -3412
CONTACT: DARRELL OFFE, P.E.
CW°1EIE RIMING VVNG %i°C K
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(MIN MIN MIN MIN 1' MIN
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2" CLASS 'B'-/ FACE OF CURB OR
EDGE OF PAVEMENT
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,^ 6" CRUSHED
a2" TO 6" SURFACING TOP COURSE
i
CLASS 'E' CENTER LINE OR
11-1/4 90 BEND OR LANE LINE CRUSHED ROCK,
CLASS 'B' FLOWABRLE FILL
FIGURE 1 O
AS REQUIRED BY ENGINEER
SE APMAA !ftJMMMI) RAX XO. M a°a91°
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
6.5 MIN. WHEN PERPENDICULAR TO
2" DEPTH OF ROADWAY CENTERLINE
GRIND OR SAWCUT AND REMOVE ADOPTED
CQT 01 �liON
91AIm1® 1
I9T 1L1'@ 142/88 /96
• SEE DWG# HR -05 FOR MINIMUM STANDARDS DATE REVISION DWG. NAME: HR -23 SP PAGE: H032A
BY PR
(41 TYPICAL PATCH FOR FLEXIBLE PAVEMENT
TE BLOCKING SIZING PROCE
26. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY
THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE
DEPARTMENT OF PUBLIC WORKS.
27. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES.
OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB,
GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR
REMOVED TO AN EXISTING EXPANSION JOINT.
28. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH
A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL
FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. a
29. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL
PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE, SCHEDULE 40 IN UNIMPROVED AREAS AND
SCHEDULE 80 UNDER IMPROVED AREAS.
27460
NO.
REVISION
W- 312102
N.T.S.
RECOMMENDED FOR APPROVAL
By: Date:
By: Date:
By: Date:
By: Date:
A A
PLAN VIEW �3
VALVE 80X UD WITH EARS " IN
IN DIRECTION OF WATER T SQUARE 38 MIN.
MAIN AND WORD "WATER" OPERATING NUT VADTH
CAST INTO IT
WHITE POST
SEE DETAIL
82-
1/8 MIN. THICKNESS 24
2 PIECE CAST IRON VALVE I
BOX, RICH - SEATTLE TYPE t° STEEL 1
OR OLYMPIC FOUNDARY LENGTH AS REQUIRED
1/8• MIN. THICKNESS VALVE MARKER POST
2 -1/4' INSIDE MEASUREMENT
2 -1 /4' DEPTH
VALVE OPERATING NUT
SECTION A -A EXTENSION
VALVE OPERATION NUT EXTENSION NOTE,
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW FINISHED
GRADE. EXTENSIONS ARE TO BE A MININMUM OF
ONE (1) FOOT LONG. ONLY ONE EXTENSION TO
BE USED PER VALVE.
NOTE: ALL EXTENSIONS ARE TO BE MADE OF
STEEL, SIZED AS NOTED, AND PAINTED WITH
TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL TO
CARSONITE UTIUTY MARKER
VALVE MARKER POST TO BE USED FOR ALL VALVE OPERATING NUT EXTENSION
MAIN UNE VALVES OUTSIDE PAVED AREAS AND VALVE MARKER POET
u
m
ii
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a
W
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DATE
R ON
VE OPERATING NUT EX_
AND VALVE MARKER POST
ADOPTED
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DWG. NAME: BR46 SP PAGE: 8090
ZVEYED SCALE &L >Z CITY OF LAKE WASHINGTON VIEW ESTATES
IIMPLM.M:
OFFE, P.E. RENTON GREG FAWCETT
OFFS, P.E. alRacl DATUM WATER DETAILS & NOTES
AT I Planning /Building /Public Works Dept.
F NJf ME alal
YIIE AD]MTMiT
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li AM
08/15/201
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