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SANITARY SEWER AND WATERMAIN EXTENSION PLAN
INSTALL.
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GATE VALVE (F%)
WTALL:
V;C15' D.f, EXTENSION
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(n.W,
1-6 VEJ
CL Z 1'=40' SZE I WDLT.L BE OF EXISTING WATERMAIN PRIOR TO ANY
N
CONC, BLOCKING 10 LF Cr Dl DgEfaffi CONSTRUCTION. PRIOR TO CONTRACTOR
NrQl' I . BLY MAKING CONNECTION, COORDINATE WITH
S89'07'06"E
,4 �I'NSP
IECT FOR FITTINGS
SEE -'ErA!L SHEIET C7_ "Ip! EMB
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1 -FIRE HYDRANT ASSEMBLY 7'
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PER CITY OF RENTON STDS. ;�
SEE DETAIL SHEET C7. c(n w
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EX. FIRE HYDRANT <
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1-12� GATE VALVE (MJ) 2"x10" TEE (MJxFL) EX CAP
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CONC. BLOCKING BUILDING C Girt 5vists
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MATCHLINE SEE SHEET C5
DATUM: SPECIAL NOTE: NOTES: RECOMENDED CITY OF RENTON
FOR APPROVAL ED-E=-f-AR-17MEEF-4-17 OF PUBLIC WORKS
ELEVATION DATUM IS N.G.V.D. 29 AS ESTABLISHED SANITARY SEWER INSTALLATION MAY REQUIRE FOUNDATION MATERIAL 1) THE BACKFLOW PREVENTION DEVICE FOR THE BY O
FROM BENCH MARK NUMBER DESCRIBED IN FOR STRUCTURAL SUPPORT, ADDITIONAL BEDDING OR CHANGE OF FIRE FLOW LINE NEEDS TO BE LOCATED IN THE
I A "NGS" PIPE MATERIAL DEPENDING ON E(ISTING SOILS CONDITIONS. SOILS SPRINKLER ROOM OUTSIDE OF THE BUILDING. ?CIL VSMi- Ori SANITARY SEWER AND WATERMAIN
o THE PERCE COUNTY BENCH MARK BOOK AS BY A/ _9=/Ar�
BRASSIE SET VERTICALLY IN EAST WALL AT S.E. CORNER ENGINEER MAY BE PRESENT AT TIME OF INSTALLATION TO EVALUATE INSTALLATION OF NEW WATE
FORMER SUMNER POST OFFICE, 1.5 FEET ABOVE CONCRETE SOIL CONDITIONS AND DETERMINE THE NEED FOR FOUNDATION 2) REQUIRE INSTALLATION OF P RMAINS SHALL OLYEFNYUENE WRAP. BY EXTENSION PLAN
WALK, N.W. QUAD OF INTERSECTION AT KINCADE AND MAPLE. MATERIAL AND ADDITIONAL BEDDING.
i..VtAl. 111 1
E LEVATION 70.18
3) WHAREHOUSING AND MANUFACTURING FACILITIES DESIGNED JGH
WITH A FIRE SPRINKLER SYSTEM MUST INSTALL DATE 2/14/00. FILE NO,
FLOOR DRAINS THAT ARE TIGHTLINED TO THE DRAWN MF
91 7 - 2 rr ? 9 SANITARY SEWER SYSTEM.
6 1 REVISED PER CITY REVIEW JGH DKB 3/30/00 1 CHECKED JGH SCALE 1"=40' FIELD BOOK PAGE
w ne - .2 7 _2 S"99
NO. REVISION BY APPR. DATE APPROVED HrIC4
ROLL # 167
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MATCHLINE SEE SHEET C4 SANITARY SEWER AND WATERMAIN EXTENSION PLAN MATCHLINE SEE SHEET C4
------------- ------------- ------------------
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STA. 21+29.00
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LF 8* PVC - mw 11- IRRIGATION -A EXISTING
2 LF 6" D.I. EXTENSION 11
1-FIRE HYDRANT ASSEMBLY SDR-35 0 0.50% METER W/ BACKFILOW EX. SSMH 14820 ui
PER CITY OF RENTON SMS. PREVENTION DEVICE PER BUILDING B >
CL z 1'1=40 SEE DETAIL SHEET C7. NINE CITY OF RENTON STDS. RIM 22-65 IRIM--25 I
CONC. BLOCKING 15' E 10.95 W �12° ICDNCC� IE=1 165
CL INSTALL= :E 0.94 E )N FF 26.0
NEW 15' WIDE SANITARY 2 2" DOMESTIC TER STA, Z�.T4"T EX. SSMH
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D.I. EXTENSION - . I `�
23 LF 6
R CONTRACTOR STA_ 22+29.00 AND
S. . I MAKING COON WiTH
.1 -FIRE HYDRANT ASSEMBLY! 0
35+33.00 PECTOR FOR NIT REDURRED,
PER CITY OF RENTON STP$�, _j
REMOVE 1F
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1-12"xl2" TEE (ALL FL) SEE DETAIL SHEET C
A.I.-Y
77 GATE VALVES(FLxMJ) .
3-12
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GONG. BLOCKING 1-12"x8" TEE (MJxFL) CONIC. BLOCKING
1-8- GATE VALVE (FLxMJ)
CONC. BLOCKING
NEW 15' WIDE
WATERMAIN EASEMENT
SHEET C9 FOR
PROFLE
MULL ( I ! �g ��'
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oS STA. 37+77.00
1-12"x6" TEE (MJxFL)
1-6- GATE VALVE (FLxMJ)
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28 LF 6" D.I. EXTENSION
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PER CITY OF RENTON SIDS. J D
0 1 -FIRE HYDRANT, ASSEMBLY
SEE DETAIL SHEET C7.
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1-FIRE HYDRANT ASSEMBLY
7. r, I *. I, 1 1.
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PER CITY OF RENTON STDS. v
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SEE DETAIL SHEET C7.
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CONC. BLOCKING
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A�" 0
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GONG. BLOCKING
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UTILITY CROSSING KEYNOTES:
0 1 2 LF 8; D.I. W51+00
UTILITY CROSSING
WATER IE=18.28
SEWER TOP 13 3.03
la z 11
Dff CLEARANCE -5.25' cn ?_
INSTALL LIj �2
x
7 711 T
51+90
45- 6 BE,0ND (MJ) <2 UTILITY CROSSING z L<,
WATER IE=17.76 Ld c,,
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CLEARANCE=3-46 c-, ALL cL z
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IINISTALL: 51+61.00 cN
1-8"x6" TEE (MJxFL)
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1-6" GATE VALVE FLxMJ
STA. 0+56.00 NOTES:
1 -12" *5' BEND (MJ) 12 LF G" D.I. EXTENSION 5��" 5�i' E
1-FIRE HYDRANT ASSEMBLY c"j z >
CONC. BLOCKING 1) THE BACKFLOW PREVENTION DEVICE FOR THE
Lu C) o
OF RENTON STDS. c1A clj
SEE DETAIL SHEET C7. SPRINKLER ROOM OUTSIDE OF THE BUILDING, Site-ir Cit-
m NEW 15' WIDE PER CITY FIRE FLOW LINE NEEDS TO BE LOCATED IN THE �o_
WATERMAIN EASEMENT )j GONG. BLOCKING
A: El 2) INSTALLATION OF NEW WATERMAINIS SHALL
REQUIRE INSTALLATION OF POILYETNYUENE WRAP.
&41
STA. v
1-12" 45* BEND (MJ) 3) WHAREHOUSING AND MANUFACTURING FACILITIES ff
CONC. BLOC °>
WITH A FIRE SPRINKLER SYSTEM MUST INSTALL
FLOOR DRAINS THAT ARE TIGHTLINED TO THE
SANITARY SEWER SYSTEM.
PEP UP -UP- -11
1 2 F'- 17- 7
2 672
SPECIAL NOTE:
P
78 LF 12" D.L. W 0/,�TOI
p"r
z -D)x NA L I. 13.11 SANITARY SEWER INSTALLATION MAY REQUIRE FOUNDATION MATERIAL
0 1 lmN-".!�'
V) EX. WATER FOR STRUCTURAL SUPPORT, ADDITIONAL BEDDING OR CHANGE OF EXPIRESMIA,
EX. FH MMFrFR PIPE MATERIAL DEPENDING ON EXISTING SOILS CONDITIONS. SOILS
CONTRACTOR TO FIELD VERIFY
1 nf $89* 1 5'40"W 1 VERTICAL ENGINEER MAY BE PRESENT AT TIME OF INSTALLATION TO EVALUATE
CITY OF RENTON
EX. WATER E X.. WATER AND HORIZONTAL LOCATION SOIL CONDITIONS AND DETERMINE THE NEED FOR FOUNDATION RECOMENDED
VALVE VALVE --PC,',;,_R 'JA OF EXISTING WATERMAIN PRIOR TO ANY
_K MATERIAL AND ADDMONAL BEDDING. FOR APPROVAL r_>E=-F`AR-rKAE=-NT C�F= PUBLIC WC�IRKE3
CONSTRUCTION. PRIOR TO CONTRACTOR
MAKING CONNECTION, COORDINATE WITH
-------- EX J2 11 __z ------- ;z -- - -------- -------------- INSPECTOR FOR FITTINGS AS REQUIRED. BY r- V 4114/M INSTALL: - DATUM: BY Al WIM I
SANITARY SEWER AND WATERMAIN
a II IMANHOLE_
E-XiST. BT' i� D 0- ELEVATION DATUM IS N.G.V.D, 29 AS ESTABLISHED EXTENSION PLAN
II !EX. WATER
B
-7APPTNG=
All A4% .4, zu..
FROM � BENCH, MARK NUMBER Z-458, DESCRIBED IN
1 -12" GATE VALVE THE PIERCE COUNTY BENCR MARK BOOK: AS A -NGS-
DESIGNED JGH
2/14/00 FILE
BRASSIE SET 1 VERTICALLY IN EAST WALL AT S.E. CORNER
DRAWN MFB
-E�� T', FORMER SUMNER POST OFFICE, 1.5 FEET ABOVE CONCRETE
/7- WALK, N.W. QUAD OF INTERSECTION AT KINCADE AND MAPLE_ I REVISED PER CITY REVIEW JGH DKB 3/30/00 cHECKED JGH SCALE -40' FIELD BOOK PAGE
pl�A.11-11 _2 ELEVATION 70.18
C M,_ 1, 2, BY APPR, DATE APPROVED
0 _1; - < NO. FEVL90N C5 - 10
I� 3.12 C I I E=-',,4C, E Au 7'
DR QF PUBU'
SGAMED OCT 4
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ROLL # 167 N
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SANITARY SEWER EXTENTION PROFILE, NOTES AND DETAILS
SANITARY SEWER PROFILE STA. 60 +00 TO 65+10±
SCALE: 1 " =40' HORIZ. 1 " =5' VERT.
SANITARY SEWER NOTES AND SPECIRCATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SFWl BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS
OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL
OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBUC WORKS 24 HOURS IN ADVANCE. THE POUCE DEPARTMENT,
FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF
RENTON STANDARD SPECIFICATIONS.
4. 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
5. A PRECONSTRUCTION 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 ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 'HOURS iN ADVANCE OF BACKAWNG ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF
WORKERS AND OTHERS ON THE CONSTRUCTION SITE
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, PUBUC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER AU_ OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
10. 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 UCENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11. 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 PPE 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.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED
ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A
CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILLAND COMPACTION. A PERMANENT
HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. 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.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON PROPERLY - PREPARED - FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1)
OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 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.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM
D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA,
COVER. MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
MORTAR
FILLET
MANHOLE FRAME AND COVER
SEE DRAWING BR29
(WITH LOCKING LTD AND
COVER IN CITY R /W)
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC_,
OR APPROVED EQUAL
MAX. PIPE SIZE - 21" LD
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOTE:
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
SANITARY MANHOLE TYPICAL DETAIL
1 REVISED PER CITY REVIEW
NO' REVISION
DOLL # 167 FIR 310'
RECOMENDED
FOR APPROVAL
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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER EXTENSION
PROFILE, NOTES AND DETAILS
DRAWN 5 7 DATE 2/14/00 FILE NO.
� - - -- —
CHECKED AS SCALE FIELDBOOK PAGE
APPROVED -- SHEET Cems+. OF 10 _
SCANNED OCT 4 2000
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PROPOSED GRADE ®: Q PIPE
- - --
- FDC LINE
_
- -
- -
. - - EX. GRADE 0 CE PIPE
-
- 10" D.I. FIR €LINE
-
20
15
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00 LF8 PCV SD -SS6 D 0% .. ...
P SDR -35 SS ®0.50 %:NE1V.
SSMH . 2 STA.' 61 +10.00
NEW SSMH 1 : -.
IE 7303 (8 & 6 IN)
- - - - -
RIM 25 870.00
IE =75.73 (6° W)
STA. 60 +00 00
IE 12 93 :(8 OUT) :..
- - - .. - - -
[E=15-93 8 °- Ou
RIM =23.60
I E= 12.55 38 (8
1N) N)
-
E= 12. 6 I
...
IE-11.95 EX 12 " }::.
.. .. ..
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!I
60+00
61+00
!
62+00 63+00 64+00
65+00
SANITARY SEWER PROFILE STA. 60 +00 TO 65+10±
SCALE: 1 " =40' HORIZ. 1 " =5' VERT.
SANITARY SEWER NOTES AND SPECIRCATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SFWl BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS
OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL
OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBUC WORKS 24 HOURS IN ADVANCE. THE POUCE DEPARTMENT,
FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF
RENTON STANDARD SPECIFICATIONS.
4. 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
5. A PRECONSTRUCTION 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 ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 'HOURS iN ADVANCE OF BACKAWNG ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF
WORKERS AND OTHERS ON THE CONSTRUCTION SITE
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, PUBUC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER AU_ OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
10. 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 UCENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11. 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 PPE 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.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED
ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A
CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILLAND COMPACTION. A PERMANENT
HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. 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.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON PROPERLY - PREPARED - FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1)
OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 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.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM
D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA,
COVER. MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
MORTAR
FILLET
MANHOLE FRAME AND COVER
SEE DRAWING BR29
(WITH LOCKING LTD AND
COVER IN CITY R /W)
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC_,
OR APPROVED EQUAL
MAX. PIPE SIZE - 21" LD
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOTE:
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
SANITARY MANHOLE TYPICAL DETAIL
1 REVISED PER CITY REVIEW
NO' REVISION
DOLL # 167 FIR 310'
RECOMENDED
FOR APPROVAL
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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER EXTENSION
PROFILE, NOTES AND DETAILS
DRAWN 5 7 DATE 2/14/00 FILE NO.
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CHECKED AS SCALE FIELDBOOK PAGE
APPROVED -- SHEET Cems+. OF 10 _
SCANNED OCT 4 2000
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DATUM:
� ELEVATION DATUM IS N.G.V.D. 29 AS ESTABLISHED
FROM BENCH MARK NUMBER Z -458, DESCRIBED IN
mi THE PIERCE COUNTY BENCH MARK BOOK AS A "NGS"
w BRASSIE SET VERTICALLY IN FAST WALL AT S.E. CORNER
moll FORMER SUMNER POST OFFICE, 1.5 FEET ABOVE CONCRETE
WALK, N.W. QUAD OF INTERSECTION AT KINCADE AND MAPLE.
y w ELEVATION 70.18
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SPECIAL NOTE:
STA. 65 +10.00 _ I--- -I _ IE =13.40 8 S
__...__ RIM 226'525.46 SOR -35 2.0% -- II f III r,
- E =15fi3 (6" IN) 15.02 (E)
- IE= 15;93'(8" OUT)14.96 0 RIM--25,9
SSW f4
IE =15.04 II'' I ;.:•�
NEW f2 _ EXISTING
SSCO "EX. FH BUILDING A
RIM =26.0
-- -�' IE =15.55 t'= IY„�
- FF = 26.0
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I SDR -35 SS 0 2.0% ` - -- r:
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I _ 'I SEWER EASEMENT ( II _.._ I 904
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INSTALL . II . _ RIM 25.1
I� II RIM =25.1
STA 18 +58.00 _Y - 'il - -.. IE =13.67
J 1- 12 "x6" TEE (MJxFL) f 11- _ -.. I
I 1 -6" GATE VALVE (FLxMJ)
._.._" 11 LF 6" D.I. EXTENSION ..__ --------
N
1-FIRE HYDRANT ASSEMBLY B - " -" --
PER CITY OF RENTON SIDS. II
-i SEE DETAIL SHEET C7. I
_ --
CONC. BLOCKING
,_
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= STA. 18 +84.00 -- _ _ _ - - - -. _ (10 BE REMOVED)
1 -12 "x10" TEE (MJxFL) - - - - - -" -- - -. -- - 1 _�.__ I� - " -- .' i EX. CAP
1 -10" GATE VALVE (FLxMJ)
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CONC. BLOCKING BUILDING C 011 511ep5 J` ��. r TE
FF = 26.0 IX EX ' WA R . SSMH I
TO DDCVA INSIDE BUILDING RIMS 23 __y MANHOLES -t-� - EX. ABANDONED WATER LINE
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SINK DRAIN IE 11.83 8° N �-_ 9 ____
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RIM = 2$.424.95 L IOW IIII BUILDING B � W N N >>
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.�. �.� �.J .r CISiER
MATCHLINE SEE SHEET C5 ssloNaL EN` bb� coNyo
SANITARY SEWER INSTALLATION MAY REQUIRE FOUNDATION MAiERLAI
FOR STRUCTURAL SUPPORT, ADDITIONAL BEDDING OR CHANGE OF
PIPE MATERIAL DEPENDING ON EXISTING SOILS CONDITIONS. SOILS
ENGINEER MAY BE PRESENT AT TIME OF INSTALLATION TO EVALUATE
SOIL CONDITIONS AND DETERMINE THE NEED FOR FOUNDATION
MATERIAL AND ADDITIONAL BEDDING.
NOTES:
1) THE BACKFLOW PREVENTION DEVICE FOR THE
FIRE FLOW LINE NEEDS TO BE LOCATED IN THE
SPRINKLER ROOM OUTSIDE OF THE BUILDING. VOL DECAi- oN
2) INSTALLATION OF NEW WATERMAINS SHALL Ski
REQUIRE INSTALLATION OF POLYETNYUENE WRAP.
3) WHAREHOUSING AND MANUFACTURING FACILITIES
WITH A FIRE SPRINKLER SYSTEM MUST INSTALL
FLOOR DRAINS THAT ARE TIGHTLINED TO THE
SANITARY SEWER SYSTEM.
:LL 17 3 1:9 4
EXPIRES
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER AND WATERMAIN
EXTENSION PLAN
ED JGH
..__ DATE RLE NO
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INSTALLS
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INSTALL
STA' 18 +71.00
1-12P GATE VALVE (MJ)
21 LF 10" C.I. FIRELINE
15'-
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WATERMAIN EASEMENT
0
DATUM:
� ELEVATION DATUM IS N.G.V.D. 29 AS ESTABLISHED
FROM BENCH MARK NUMBER Z -458, DESCRIBED IN
mi THE PIERCE COUNTY BENCH MARK BOOK AS A "NGS"
w BRASSIE SET VERTICALLY IN FAST WALL AT S.E. CORNER
moll FORMER SUMNER POST OFFICE, 1.5 FEET ABOVE CONCRETE
WALK, N.W. QUAD OF INTERSECTION AT KINCADE AND MAPLE.
y w ELEVATION 70.18
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WVVO-27 -4$39
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SPECIAL NOTE:
STA. 65 +10.00 _ I--- -I _ IE =13.40 8 S
__...__ RIM 226'525.46 SOR -35 2.0% -- II f III r,
- E =15fi3 (6" IN) 15.02 (E)
- IE= 15;93'(8" OUT)14.96 0 RIM--25,9
SSW f4
IE =15.04 II'' I ;.:•�
NEW f2 _ EXISTING
SSCO "EX. FH BUILDING A
RIM =26.0
-- -�' IE =15.55 t'= IY„�
- FF = 26.0
21 LF 6" PVC I6__
I SDR -35 SS 0 2.0% ` - -- r:
'-
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-. NEW 15' WIDE SANITARY L_..i ;. i+F- --
I _ 'I SEWER EASEMENT ( II _.._ I 904
- -� 1 'x .i SSCO
INSTALL . II . _ RIM 25.1
I� II RIM =25.1
STA 18 +58.00 _Y - 'il - -.. IE =13.67
J 1- 12 "x6" TEE (MJxFL) f 11- _ -.. I
I 1 -6" GATE VALVE (FLxMJ)
._.._" 11 LF 6" D.I. EXTENSION ..__ --------
N
1-FIRE HYDRANT ASSEMBLY B - " -" --
PER CITY OF RENTON SIDS. II
-i SEE DETAIL SHEET C7. I
_ --
CONC. BLOCKING
,_
i INS'TALU - -- _. IX. FIRE HYDRANT - 'If
= STA. 18 +84.00 -- _ _ _ - - - -. _ (10 BE REMOVED)
1 -12 "x10" TEE (MJxFL) - - - - - -" -- - -. -- - 1 _�.__ I� - " -- .' i EX. CAP
1 -10" GATE VALVE (FLxMJ)
x 9&-1 A 6e D -t'o _ - - - - -- --
CONC. BLOCKING BUILDING C 011 511ep5 J` ��. r TE
FF = 26.0 IX EX ' WA R . SSMH I
TO DDCVA INSIDE BUILDING RIMS 23 __y MANHOLES -t-� - EX. ABANDONED WATER LINE
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SINK DRAIN IE 11.83 8° N �-_ 9 ____
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SEE SHEET 08 FOR - a z
WATER PROFILE a -" a z°
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SEE SHEET C10 FOR z
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SEWER PROFILE _ -" j m co 00
EX. SSCO N w w
RIM =25.1
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NEW SSMH 42 3 )I n EXISTING ~ CD C) w >
STA. 61 +10.00 N Y o o v v>
RIM = 2$.424.95 L IOW IIII BUILDING B � W N N >>
E =1493- ((a" i aj 12.95 (B' N), IE- 12.90 (6" E) f I I FF = 25.0
IE= 12:93 (8" OUT)12.85 (S)
RIMY 26.03SC0 41 I If Ipl EX. FH �\ OF W B
IE= 13.45^ ( I _71 pP�F, h J I Z
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.�. �.� �.J .r CISiER
MATCHLINE SEE SHEET C5 ssloNaL EN` bb� coNyo
SANITARY SEWER INSTALLATION MAY REQUIRE FOUNDATION MAiERLAI
FOR STRUCTURAL SUPPORT, ADDITIONAL BEDDING OR CHANGE OF
PIPE MATERIAL DEPENDING ON EXISTING SOILS CONDITIONS. SOILS
ENGINEER MAY BE PRESENT AT TIME OF INSTALLATION TO EVALUATE
SOIL CONDITIONS AND DETERMINE THE NEED FOR FOUNDATION
MATERIAL AND ADDITIONAL BEDDING.
NOTES:
1) THE BACKFLOW PREVENTION DEVICE FOR THE
FIRE FLOW LINE NEEDS TO BE LOCATED IN THE
SPRINKLER ROOM OUTSIDE OF THE BUILDING. VOL DECAi- oN
2) INSTALLATION OF NEW WATERMAINS SHALL Ski
REQUIRE INSTALLATION OF POLYETNYUENE WRAP.
3) WHAREHOUSING AND MANUFACTURING FACILITIES
WITH A FIRE SPRINKLER SYSTEM MUST INSTALL
FLOOR DRAINS THAT ARE TIGHTLINED TO THE
SANITARY SEWER SYSTEM.
:LL 17 3 1:9 4
EXPIRES
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER AND WATERMAIN
EXTENSION PLAN
ED JGH
..__ DATE RLE NO
0)
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SPECIAL NOTE:
STA. 65 +10.00 _ I--- -I _ IE =13.40 8 S
__...__ RIM 226'525.46 SOR -35 2.0% -- II f III r,
- E =15fi3 (6" IN) 15.02 (E)
- IE= 15;93'(8" OUT)14.96 0 RIM--25,9
SSW f4
IE =15.04 II'' I ;.:•�
NEW f2 _ EXISTING
SSCO "EX. FH BUILDING A
RIM =26.0
-- -�' IE =15.55 t'= IY„�
- FF = 26.0
21 LF 6" PVC I6__
I SDR -35 SS 0 2.0% ` - -- r:
'-
s
-. NEW 15' WIDE SANITARY L_..i ;. i+F- --
I _ 'I SEWER EASEMENT ( II _.._ I 904
- -� 1 'x .i SSCO
INSTALL . II . _ RIM 25.1
I� II RIM =25.1
STA 18 +58.00 _Y - 'il - -.. IE =13.67
J 1- 12 "x6" TEE (MJxFL) f 11- _ -.. I
I 1 -6" GATE VALVE (FLxMJ)
._.._" 11 LF 6" D.I. EXTENSION ..__ --------
N
1-FIRE HYDRANT ASSEMBLY B - " -" --
PER CITY OF RENTON SIDS. II
-i SEE DETAIL SHEET C7. I
_ --
CONC. BLOCKING
,_
i INS'TALU - -- _. IX. FIRE HYDRANT - 'If
= STA. 18 +84.00 -- _ _ _ - - - -. _ (10 BE REMOVED)
1 -12 "x10" TEE (MJxFL) - - - - - -" -- - -. -- - 1 _�.__ I� - " -- .' i EX. CAP
1 -10" GATE VALVE (FLxMJ)
x 9&-1 A 6e D -t'o _ - - - - -- --
CONC. BLOCKING BUILDING C 011 511ep5 J` ��. r TE
FF = 26.0 IX EX ' WA R . SSMH I
TO DDCVA INSIDE BUILDING RIMS 23 __y MANHOLES -t-� - EX. ABANDONED WATER LINE
\
SINK DRAIN IE 11.83 8° N �-_ 9 ____
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jI IE =22.4 ' I I W
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_ L II = I I v>
I zN
SEE SHEET 08 FOR - a z
WATER PROFILE a -" a z°
L` g Z
Q 7 N N p
SEE SHEET C10 FOR z
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SEWER PROFILE _ -" j m co 00
EX. SSCO N w w
RIM =25.1
- II If IE =12.58 'n c-,
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1
NEW SSMH 42 3 )I n EXISTING ~ CD C) w >
STA. 61 +10.00 N Y o o v v>
RIM = 2$.424.95 L IOW IIII BUILDING B � W N N >>
E =1493- ((a" i aj 12.95 (B' N), IE- 12.90 (6" E) f I I FF = 25.0
IE= 12:93 (8" OUT)12.85 (S)
RIMY 26.03SC0 41 I If Ipl EX. FH �\ OF W B
IE= 13.45^ ( I _71 pP�F, h J I Z
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1 LF 6" PVC sZ.RR
F S.R.3.. e® o0. v. .. ......... s . . . . . . . . ........ .. .. s... ...... e............ ... it . 91 .- .- .- .----- . -. -.� 'o ST'
.�. �.� �.J .r CISiER
MATCHLINE SEE SHEET C5 ssloNaL EN` bb� coNyo
SANITARY SEWER INSTALLATION MAY REQUIRE FOUNDATION MAiERLAI
FOR STRUCTURAL SUPPORT, ADDITIONAL BEDDING OR CHANGE OF
PIPE MATERIAL DEPENDING ON EXISTING SOILS CONDITIONS. SOILS
ENGINEER MAY BE PRESENT AT TIME OF INSTALLATION TO EVALUATE
SOIL CONDITIONS AND DETERMINE THE NEED FOR FOUNDATION
MATERIAL AND ADDITIONAL BEDDING.
NOTES:
1) THE BACKFLOW PREVENTION DEVICE FOR THE
FIRE FLOW LINE NEEDS TO BE LOCATED IN THE
SPRINKLER ROOM OUTSIDE OF THE BUILDING. VOL DECAi- oN
2) INSTALLATION OF NEW WATERMAINS SHALL Ski
REQUIRE INSTALLATION OF POLYETNYUENE WRAP.
3) WHAREHOUSING AND MANUFACTURING FACILITIES
WITH A FIRE SPRINKLER SYSTEM MUST INSTALL
FLOOR DRAINS THAT ARE TIGHTLINED TO THE
SANITARY SEWER SYSTEM.
:LL 17 3 1:9 4
EXPIRES
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER AND WATERMAIN
EXTENSION PLAN
ED JGH
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IE= 12:93 (8" OUT)12.85 (S)
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.�. �.� �.J .r CISiER
MATCHLINE SEE SHEET C5 ssloNaL EN` bb� coNyo
SANITARY SEWER INSTALLATION MAY REQUIRE FOUNDATION MAiERLAI
FOR STRUCTURAL SUPPORT, ADDITIONAL BEDDING OR CHANGE OF
PIPE MATERIAL DEPENDING ON EXISTING SOILS CONDITIONS. SOILS
ENGINEER MAY BE PRESENT AT TIME OF INSTALLATION TO EVALUATE
SOIL CONDITIONS AND DETERMINE THE NEED FOR FOUNDATION
MATERIAL AND ADDITIONAL BEDDING.
NOTES:
1) THE BACKFLOW PREVENTION DEVICE FOR THE
FIRE FLOW LINE NEEDS TO BE LOCATED IN THE
SPRINKLER ROOM OUTSIDE OF THE BUILDING. VOL DECAi- oN
2) INSTALLATION OF NEW WATERMAINS SHALL Ski
REQUIRE INSTALLATION OF POLYETNYUENE WRAP.
3) WHAREHOUSING AND MANUFACTURING FACILITIES
WITH A FIRE SPRINKLER SYSTEM MUST INSTALL
FLOOR DRAINS THAT ARE TIGHTLINED TO THE
SANITARY SEWER SYSTEM.
:LL 17 3 1:9 4
EXPIRES
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER AND WATERMAIN
EXTENSION PLAN
ED JGH
..__ DATE RLE NO
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FOR STRUCTURAL SUPPORT, ADDITIONAL BEDDING OR CHANGE OF
PIPE MATERIAL DEPENDING ON EXISTING SOILS CONDITIONS. SOILS
ENGINEER MAY BE PRESENT AT TIME OF INSTALLATION TO EVALUATE
SOIL CONDITIONS AND DETERMINE THE NEED FOR FOUNDATION
MATERIAL AND ADDITIONAL BEDDING.
NOTES:
1) THE BACKFLOW PREVENTION DEVICE FOR THE
FIRE FLOW LINE NEEDS TO BE LOCATED IN THE
SPRINKLER ROOM OUTSIDE OF THE BUILDING. VOL DECAi- oN
2) INSTALLATION OF NEW WATERMAINS SHALL Ski
REQUIRE INSTALLATION OF POLYETNYUENE WRAP.
3) WHAREHOUSING AND MANUFACTURING FACILITIES
WITH A FIRE SPRINKLER SYSTEM MUST INSTALL
FLOOR DRAINS THAT ARE TIGHTLINED TO THE
SANITARY SEWER SYSTEM.
:LL 17 3 1:9 4
EXPIRES
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER AND WATERMAIN
EXTENSION PLAN
ED JGH
..__ DATE RLE NO
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MATCHLINE SEE SHEET C4 SANITARY SEWER AND WATERMAIN EXTENSION PLAN MATCHLINE SEE SHEET C4
..................................................... - - -• - - - - - • -•- ._._._._._._._._._. -
INSTALL: - • ..• - - _NM 3300 #3 - T
STA. 21 +29.00 !�' (11'" EET FOR +2 .00
"' R INSTAIl• -- -- - - - -- - - -. - - -- IE 12:22
1- 12 "x6" TEE (MJxFL) 100 LF 12' DI W
1 -6" GATE VALVE (FLxMJ) 112.57j 7" IRRIGATION -^a'-: I� - p -p w I EXISTING
_ 12 LF 6" D.I. EXTENSION 14-LF 8" PVC - METER W/ BACKFLOW -� "I `'�)JJ' EX.
PER CITY OF RENTON STDS. PREVENTION DEVICE PER RIM SSMH 14820 ' r' J T� WI BUILDING B
I RIM =22.65 RIM 25.7 _
- fIlf�Lo� d�J� CITY OF RENTON STDS IE -10.95 W (12 CQNC) _ IE -it -65 C 0
1'=40'
CONC. BLOC� ASSEMBLY SDR -35 ®S15BT0.39 I 75 INSTALL, INgfFLJ: �-w rE=0.94E (12 CONC) • - FF - 2V'V
SEE DETAIL SHEET C7.
_. - _
" + STA. 34 +10.00 _ I 'i EX. SSMH
SEWERSCASDEEN NFFARY O - 2" DOMESTIC METER (MJxFL) - -L - -- y RIM 2548
NEW 1 12 "x8" TEE MJxFL E56 G 8" PVC
1 - _ 1
AND SERVICE LINE - t IE "
_ 2 - -- _ 1 -8" GATE VALVE (FLxMJ) - - - - 5 -35 SS A 2:07 --� F- -'� 10.33 8" N)
EX. SSMH 14747 -- - - ..CQNC, _BLOCKING - -___� 1 - ((
RIM =25.53 - - -- - _ "" -- EX 12" SS - - -- -NEW_ 75_ WIDE IE- 1028 (12" Wj
1 _: -..r F WATERMAIN EASEUENF. "_.
IE =72.13 W (12" CONC) -'-� - -- _ " - 7 1•
IE =72.08 E (12"
CONC) .._,123 _..- -.. -_ i- --43_LF. 12 D.L. W - -`--- - 1 _. -
- -
FMS
NEW SSMH #1 2' Dl 133 -LF 12" -I r` PoM 25 -i - --
RIM13:6'2375 y;:. - -- '°",,••.- ...,„. " _ .233. LF
}g �-
IE= 12.38' 8" IN 12.4/ (N) _ " 62 'LF 6 "' PVC • °-_- ^ -�:,.� _ :. I" -
IE= 12-.35 6" IN312.60(SJ _. - - - ' - -- - --
5 0' 3.40.
R F E ..�.
IE= 11-45' EX. 12 12.20 ! -3. E. _ --- - - - -- - -----
IE 12.41 !l2' �1 + 0 �aD l I 43 LF 8" D.I. IR LM -
INSTALL: -_
r
1� Imo` a .._
STA. 35+87-00
FDC ! - ( I __ EX FH-
1 -12" TEE (MJxFL) - I �,. - _ EX. WATER VALVES R�
1 -12° PLUG (MJ) •: - .. ,. NEW SSCO _ _ ,. _ i - _ _ _. u
_ IN3TAl1• -TO DDCVA ,. -
Rd =24:8 - _ + R INSIDE ,BUILDING II INSTALL.
- -� _ -
CONC. BLOCKING i�W - RIM -24.8 -j ,*
'y IE =15.54 - - I - •I STA. 32 +34:OQ. ___ - ...GOIYTRACTOR 70 FIELD FY
. R- - 2" DOMESTIC METE - _ '' _� ^: 1- 72'x6° TEE (MJxFL)-- VER11CAt AND HORIZONT LOATION-.. .
_ 1-6" GflTE_..VALVE- (FLzMJ) RIO
STA. 22 +29.00 AND ! _ IE -74.66 ' 26 LF 6" PVC AND SERVICE LINE '/ I ,u,� - -
INSTALL: d I _ SDR" 35 S5 ®3.407" _ p p p r �. OF EXISTING WATEWQAIN L TO ANY !
_ / ��p�tp�p. 23 LF 6' D.I. EXTENSION CONSTRUCTION- PRIOR T - CONTRACTOR
0
_ - I AU -:... I - - 7 -FIRE HYDRANT ASSEMBLY MAKING CONNECTION. (ORDINATE WITH
STA. 35 +33.00 S - - - I INSPECTORFO TUGS AS REQUIRED. -
_. _ - - R
i PER CITY OF RENTON
FTFI
'- 1 -12 "x12° TEE (ALL FL) _ STA. 56 +35.66 AND C SiBSa _. _
-4' - STA. 32 +77.00'i ,. SEE DETAIL SHEET C7 REMOVE PLUG AND BLC!.WOFF ASSEd18LY - _. }'
' 3 -12" GATE VALVES(FLxMJ). I= I .. - .. 11. _ CONC. BLOCKING - -• 11- 12 "x8" TEE (MJxFL) CONC. BLOCKING -
- - i -8" GATE VALVE (FLxMJ) i < _
.. -. - ._.'
CONC. BLOCKING
NEW 15' WIDE 1 °
WATERMAIN EASEMENT I -- -
8HEET C8 FOR f I --.-
INSTALL: ¢¢i WA PRORLE Ex. WATER VALVE 520$
E _ /
STA. 37 +77.00
1- 12 "x6" TEE (MJxFL)
1 -6" GATE VALVE (FLxMJ)
28 LF 6° D.I. EXTENSION
PER CITY OF RENTON STDS.
x112- -
1 -FIRE HYDRANT ASSEMBLY
'
CONC. BLLOCS NcET c7. € BUILDING D
„E
°'• a �_ I w : - �.. _ __ 08:96' . -" - � o$ g5 ..
08. 2
h . FF = 25.5
INSTALL: I J I „,i 1 5652' 69k
STA. 53 +79.00
P I I ; ....... 1 -8 "x6" TEE (MJxFL) -
1 -6" GATE VALVE (FLxMJ) ;- y
.113 38 LF 6" D.I. EXTENSION -� -
3�
6
1 -FIRE HYDRANT ASSEMBLY
PER CITY OF RENTON SIDS. i! -
SEE DETAIL SHEET C7.
f -
I�
CONC. BLOCKING -
' I INSTALL LF 8 Da- Wc°
N I STA. 53 +74.00
1 -8° 45 BEND (MJ)
CONC. BLOCKING-
INSTALL: N66'38 357E ' - -
- STA. 50 +00.00 AND --
--- STA. 40 +02.00
1- 127x8" TEE (ALL FL)
_1-12 ". GATE VALVE (FLxMJ)
T 1 -12" ADAPTOR (FLxMJ) _ $ � �Z 0g•
i--J i -8" GATE VALVE (FLxMJj
I CONC_ BLOCKING /-
bt
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UTILITY CROSSING KEYNOTES:
- I 1 2
'.
_
l• --:'
--
.--
00 '
STA. 51 +69.00
1 -8° 45 BEND (MJ)
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CONC. BLOCKING
INSTALL =
TA. 51 +61.00
wwp- s7 -zMi9
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e
lOUTILITY
INSTALL
1) THE BACKFLOW PREVENTION DEVICE FOR THE
1$
FIRE FLOW LINE NEEDS TO BE LOCATED IN THE
LL+ t -8 "x6" TEE (MJxFL)
SPRINKLER ROOM OUTSIDE OF THE BUILDING, pet. Sufirf L?•
+56.00
STA. 40 SEND (M)
1 -12" +(MJ)
i9� \
SEWER TOP- 1303
CLEARANCE 5 25'
!.
'S� 1 6" GATE VALVE (FLxMJ)
- 4j'� 12 'F 6" D.I. EXTENSION
���0
2OUTILITY
CONC. BLOCKING
<
f
SPECIAL NOTE:
1 -FIRE HYDRANT ASSEMBLY
SANITARY SEWER INSTALLATION MAY REQUIRE FOUNDATION MATERIAL
NEW 15' WIDE
-
' -\
SEWER TOP =14.30
CLEARANCE -3.46'
%
PER CITY OF RENTON STDS.
/ SEE DETAIL SHEET C7.
WATERMAIN EASEMENT
\o
i
MATERIAL AND ADDITIONAL BEDDING.
CONC. BLOCKING
INSTALL=
ELEVATION DATUM IS N.G.V.D- 29 AS ESTABLISHED
A S -BU /L T BYAge' �`-Iwr�
STA. 41 +55.00
4
1 -12" 45' BEND (MJ)�
CONC. BLOCKING
BRASSIE SET VERTICALLY IN EAST WALL AT S.E CORNER
FORMER SUMNER POST OFFICE, 1.5 'FEET ABOVE CONCRETE
2
01'
,
DK8
3 -13 -01
DRAWN
WALK, N.W. QUAD OF INTERSECTION AT KINCADE AND MAPLE.
N�
REVISED PER CITY REVIEW
JGH
DKB
N21
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•
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N88'37' 7'
_
__
13.1'
'.1
EX. WATER
I
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EX. FH
T
7---S89' 15'40 "W 1-
-
.01 '
3
CONTRACTOR TO FIELD VERIFY
EX. WATER
`�� EX. WATER
.„. - 5
_
VERTICAL AND HORIZONTAL LOCATION
VALVE
VAL VE
OF EXISTING WATERMAIN PRIOR TO ANY
CONSTRUCTION. PRIOR TO CONTRACTOR
-
-
_ i!_ _
_�
___ EX
-----------------
- -
MAKING CONNECTION, COORDINATE WITH
INSPECTOR FOR FITTINGS AS REQUIRED.
l'
EX. WATER -�
!
INSTALL:
-
MANHOLE
_:
-
STA. 42 +33.00
z12°`ITPPING-IEE-
-- -•.
1 -12" GATE VALVE
_
N BLOCKING
wwp- s7 -zMi9
w7k -a7- -ze•ry
e
lOUTILITY
CROSSING
1) THE BACKFLOW PREVENTION DEVICE FOR THE
1$
FIRE FLOW LINE NEEDS TO BE LOCATED IN THE
WATER IE -1828
SPRINKLER ROOM OUTSIDE OF THE BUILDING, pet. Sufirf L?•
2) INSTALLATION OF NEW WATERMAINS SHALL
SEWER TOP- 1303
CLEARANCE 5 25'
-
2OUTILITY
CROSSING
SANITARY SEWER SYSTEM.
f
SPECIAL NOTE:
WATER IE =17.76
SANITARY SEWER INSTALLATION MAY REQUIRE FOUNDATION MATERIAL
F °:>i >±IREru'1- 15 -�•-
FOR STRUCTURAL SUPPORT, ADDITIONAL BEDDING OR CHANGE OF
SEWER TOP =14.30
CLEARANCE -3.46'
PIPE MATERIAL DEPENDING ON EXISTING SOILS CONDITIONS. SOILS
ENGINEER MAY BE PRESENT AT TIME OF INSTALLATION TO EVALUATE
NOTES:
1) THE BACKFLOW PREVENTION DEVICE FOR THE
FIRE FLOW LINE NEEDS TO BE LOCATED IN THE
SPRINKLER ROOM OUTSIDE OF THE BUILDING, pet. Sufirf L?•
2) INSTALLATION OF NEW WATERMAINS SHALL
v U
REQUIRE INSTALLATION OF POLYETNYUENE WRAP.��)�
3) WHAREHOUSING AND MANUFACTURING FACILITIES
WITH A FIRE SPRINKLER SYSTEM MUST INSTALL
FLOOR DRAINS THAT ARE TIGHITLINED TO THE
1
SANITARY SEWER SYSTEM.
f
SPECIAL NOTE:
SANITARY SEWER INSTALLATION MAY REQUIRE FOUNDATION MATERIAL
F °:>i >±IREru'1- 15 -�•-
FOR STRUCTURAL SUPPORT, ADDITIONAL BEDDING OR CHANGE OF
PIPE MATERIAL DEPENDING ON EXISTING SOILS CONDITIONS. SOILS
ENGINEER MAY BE PRESENT AT TIME OF INSTALLATION TO EVALUATE
SOIL CONDITIONS AND DETERMINE THE NEED FOR FOUNDATION
RECOMENDED
i
MATERIAL AND ADDITIONAL BEDDING.
FOR APPROVAL
BY a IV qtf4lv
DATUM
ELEVATION DATUM IS N.G.V.D- 29 AS ESTABLISHED
A S -BU /L T BYAge' �`-Iwr�
FROM BENCH MARK NUMBER Z -458, DESCRIBED IN
THE PIERCE COUNTY BENCH MARK BOOK AS A 'NGS'
4
DESIGN
BRASSIE SET VERTICALLY IN EAST WALL AT S.E CORNER
FORMER SUMNER POST OFFICE, 1.5 'FEET ABOVE CONCRETE
2
AS -BU2T
DS/JH
DK8
3 -13 -01
DRAWN
WALK, N.W. QUAD OF INTERSECTION AT KINCADE AND MAPLE.
7
REVISED PER CITY REVIEW
JGH
DKB
3/30/00
CHECK
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CITY OF RENTON
1DEF'ARTMENT OF PUBLIC WORKS
SANITARY SEWER AND WATERMAIN
EXTENSION PLAN
ED JGH
_ -- DATE 2/14/00
70.18 CS 10
NO. d / R REVISION BY APPR. DATE APPROVED 1 SHEET t.+ OF _.��q�
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SANITARY SEWER EXTENTION PROFILE, NOTES AND DETAILS
30
- PROPOSED GRADE ® CL PIPE
25
-
- FDC LINE -
EX. GRADE 0 q PIPE
10" D.I. FIRELINE --
20
15
39@.4
112.5
0.3996
A80' LF 8 PCV SDR 35 SS ®0 50�
:J- i�3'LF 8 PCV SOR -35 SS ® D.eBT'
:
NEW. SSMH. 2 _
-SSMH3
10
STA. 61 +10.00 - -
RIM =25:9'.24.95
.NEW
STA_ 65+10.00
NEW SSMH 1
IE 13:63((8" & fr" IN)12.95 (B' N), AE- 1290 (6' El
RtMGi.46
F_ � 6.
STA. 6G +00.00
RIM = 23:80 2375
IE= 12�f33-(8„ OUT)12. @5 (Sl :. :.
E_l�- 8 -_ Qr
IE -12.35 (8" lN)/ (N!
.41
[E=12-515 6" IN)J260 ($1
IE= 1.1-99" EX. 12 ")1220 112' E!
-
1E 12.45 02' N,/
60+00
61 +00
62+00 63+00 64+00
65+00
SANITARY SEWER PROFILE STA. 60 +00 TO 65 +10±
SCALE: 1 " =40' HORIZ. 1 " =5' VFRT.
SANITARY SEWER NOTES AND SPECIFICAT ONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE UMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS
OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL
OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT,
FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF
RENTON STANDARD SPECIFICATIONS.
4. 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.
5. A PRECONSTRUCTION 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 ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF
WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
10. 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.
11. 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.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED
ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A
CONTINUOUS UNE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT
HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CEPARTMENT
FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
zz 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(11
OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 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
w DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM
O 3034, SDR 35, OR DUCTILE IRON CLASS 50.
a 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHE-, AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA,
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
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MORTAR
FILLET
MANHOLE FRAME AND COVER
SEE DRAWING BR29
(WITH LOCKING LID AND
COVER IN CITY R /W)
ADJUSTMENT
CONE
RUBBER GASKETED JOINTS
iN ACCORDANCE WITH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 21" LD
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOTE:
SANITARY SF'A'ER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
SANITARY MANHOLE TYPICAL DETAIL
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RECOMENDED CITY OF RENTON
FOR APPROVAL DEPARTMENT OF PUBLIC WORKS
BY
c BY SANITARY SEWER EXTENSION
A S -BUIL T BY PROFILE, NOTES AND DETAILS
DESIGNED �APIR.VE.
JEN
2/14/00 __._... FILE NO
2 AS -BUILT DS/JN DKB 3 -13 -01 1 REVISED PER CITY REVIEW JGH DKB 3/30/00 FIELD BOOK PAGENO- REVISION BY APPR. DATE __ _ _ „____ SHIFT C10 OF 10
SCANNED JUL t 7 2001
oGANNED OCT 42000 -�? .
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