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EXISTING REMOVE PROPOSED
ASPHALT PAVING
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CONCRETE PAVING
-
BUILDINGS
- - - - - - - - - - - -
CONSTRUCTION LIMITS
ALL MAHER
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URA:N SIRUCTURE USING MAGNETIC
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/'PARAL,El ELECTRIC LINE I'VIR - —PWR-
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GAS LINE --- GAS - —GAS -
1 u •[ �� -I I CONTRAGTOR�SARTAJI L VERIFY
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40.15 24' SO
ON OF,�
UGII PRION TO qoog PLK?
:,7IF--- SS
HOUSE
--c�,342.50 6 _'CONSTRUC�QN.' WATER LINE NrvG J,
-- -
OVERHEAD POWER — OHP--
UNDERGROUN POWER ---UGP-- _UGP_
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SEE ELECTRICAL PLANS
UTILITY X—ING FOR CONDUITS BELOW CA"
ROCKERY
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6, q 6 SIDEWALK STORM DRAINAGE LINE---SDr--- JS i q
PVC .0
SEWER - fI'PINE FROM J/ MIX 19,
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SURFACE RESTORATION-
AS SPECIFIED
MOUND 4" M
'GRAVE- BORROW' PER
WSDOT STD SPEC 9-03.14
COMPACT TO 90% CE MAX
DENSITY
BENCH AS NEEDED FOR
SHORING OR TRENCH BOX
(TYR) WHEN DEPTH IS 4'
AND GREATER
BEDDING MATERIAL, SEE -
WSDOT SPECIFICATIONS
NORTHWEST
RANGE 5 EAST,
REQUIRED PAVEMENT PESTu"RATIDV PEP, CITY - W (SEE NOTE 4) LIMITS OF PIPE ZONE NOTES:
Or REh ON TRENCH P- S.OYATION AND `,- 1. PROVIDE UNIFORM SUPPORT UNDER BARREL CA+. REfE
STREET OJERLA" REG SAWCUT (T"P) APPLY BACKFILL MATERIAL 1 CLASS 3000
SEE NOTE 5) 6.. 2. HAND TAMP UNDER. HAUNCHES 3/4" SQUARES SPACED - 3/4"
SEE G�'AIL IO , i JOINT SEALANT AR4000W (
70 TOP AND TACK COAT T AS INDICATED - HT. 1 /8"
i t2 i 3 COMPACT BEDDING MATERIAL 0 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
vs un 1 TO SIDES CONCRETE CUSS C I. RAND TAMP ONLY. B°° I
/ I - EXIST PAVEMENT (SEE NOTE 8) 0 - . °
SURFACE I (CLASS A DESIGN) °o ° °° ° j 12 "9
I FOUNDATION LEVEL _�i A. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION ° '
\ ' i ( a' OF THE STANDARD'SPECIACTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. FIBER JOINT I
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A:
I I BEDDING". THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18 PACKING
-� M1EAT LINE iREPICFI (TYP) WHEN � f -. -
DEPTH IS LESS THAN 4 F . W SE` NOTE 4
--�� I�- (� ) LINTS OF PIPE ZONE 5. TRENCH BACXFILLS.HALL CONFORM TO "BACKFlWNG SEWER, TRENCHES" iNTHE t RAISE -1/2" 45' (t /8) KENO
i SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS E DAD WIDE BORDER
L RUSHED SURFACING -TOP - OR LLfMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
MNCOURSE" PER WSDOT STD SPEC I BACKFLL MATERIAL.....
9- 03.9(3) COMPACT TO 95% BACKFILL MATERIAL s"
MAX DENSITY, SEE NOTE 2 ! (SEE NOTE 5) I 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
"GRAVEL BORROW" PER WSGOT (CLASS B,. C, 0, . DESIGN) STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
1 9-03.14. BEDDING FOR RIGID PIPE c �• -
I �CO SPEC O 99%4. 7. SEE BEDDING MATERIAL FOR FLEXIBLE PIPE' IN THE AGGREGATES SECTION OF
i� COMPACT TO 95r'" OF MAX BEDDING MATERIAL i STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. t t/ t/2 2 �/8 -
L DENSITY, SEE NOTE 2 ` , ; 2 1 8 4L 6" OR 8 "0
FOR RIGID PIP.. 8 1
(SEE NOTE 6) (' 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE:.IS
MAIMAJNED
FOUNDATION LEVEL A
I
COMPACT TO 95% OF MAY w (SEE NOTE 4) -j LIMITS OF PIPE ZONE
DENSITY (-
UNPAVED AREAS SETS
NOTES:
PAVED AREAS
1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE
*
(CLASS F DESIGN)
30" FOR PIPE UP TO AND INCLUDING 12" NOMINAL DIAMETER. KEDGING FOR FLEXIBLE i XLE
PIPE
OD PLUS 16" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER. .
2. WHERE TRENCH IS PERPENDICULAR TO TRAVELED LANES, BACKFLL FULL DEPTH WITH BEDDING MATERIAL B
CRUSHED SUR "ACING -TOP COURSE WHERE TRENCH IS PARALLEL TO TRAVELED LANES FOR FLEXIBLE PIPE '' L
`- PLUG. TO BE SEALED
CAST IRON RING AND COVER IN SAME MANNER AS
NOTES:
MAIN SEWER: JOINTS.
1. N' UNIMPROVED ARFAB POUR, 1'-0" THICK
2' -0" SQUARE`CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER:
2. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT PING
'
BACKFILL THE TOP 4' OF TRENCH IO SUBGRADE WITH CRUSHED SURFACING -TOP COURSE.
SUITABLE EXCAVATED MATERIAL WAY BE USED PROVIDED 95% MAX. COMPACTION DENSITY
CAN BE ACHIEVED. NIS i
Utility Trench Section I
BEDDING CLASS DESIGN
DIMENSION
:CLASSA
CLASS B
CLASS C
.CLASS -D
CLASS F
A
,l!, MIN.
1/4 LD.
12" MAX.
•
'
ZERO
'
B
1/4 0 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.
-
`- PLUG. TO BE SEALED
CAST IRON RING AND COVER IN SAME MANNER AS
NOTES:
MAIN SEWER: JOINTS.
1. N' UNIMPROVED ARFAB POUR, 1'-0" THICK
2' -0" SQUARE`CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER:
2. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT PING
'
BACKFILL THE TOP 4' OF TRENCH IO SUBGRADE WITH CRUSHED SURFACING -TOP COURSE.
SUITABLE EXCAVATED MATERIAL WAY BE USED PROVIDED 95% MAX. COMPACTION DENSITY
CAN BE ACHIEVED. NIS i
Utility Trench Section I
(SEE NOTE ?) I
FOUNDATION LEVEL - i ; , . A
-�
I
-
A = 4" MIN. 27" I.D. AND UNDER
6" MIN OVER 27' I.D. t
City.Pf Renton Standard DeiOil BW18 C
Pipe Bedding for Sanitary Sewer Piping
/j
.V1
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING
3. PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
BR36.
City of Renton Standard Detail BWi8 -6
Sanitary Sewer Cleanout
it
-
NOTE
11. DATUM SHALL BE CITY OF RENTON, 1988NAVD.
W/ U.V. USt. CAPS
W
6' p"
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVE) AT PROPERTY
DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
6' -D"
D ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
13: ALL PIPE AND APPURTENANCES SHALL BE LAID R A
SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER 15 LOWER.
PROPERTY LINE
FUTURE
6" BUILDING SEWER PIPE
WITH 6" SIDE OUTLET
j EXTENDED TO THE TOP OF THE STUD. `
60" ALLOWABLE MAX. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR
FOR CAST IRON PIPE UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP 0 0 _i THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
OR DUCTILE IRON PIPE. THROUGH A
1:3.5 MIX pVlt THROLGH'CAST IRON SADDLE SECURES TO SEWER MAIN, - . • - - , 5. IT SHALL BEiTHE RESPONSIBILITY OF THECONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED
CONCRETE °�' / G� p �N� WITH STAINLESS STEEL BANDS. _ ( `.:. I PERMITS PRIOR TO ANY CONSTRUCTION.
�/ VN 25 ONG� WHEN .CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. 6. PLANS APPROVED BY,THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE
i /
2% MIN SLOPE _ ( : I 'OTHER PLANS.
( AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED
f HORIZONTAL 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6" SIDE OUTLET TEE ° ° 8. THE CONTRACTOR SHALL PI IDE.THE CITY OF RENTON WITH AN AS
DRAWING Of THE SANITARY SEWER
(/ TYPICAL WE SEWER BHATION � � - - - - - - - - � SYSTEM, WHICH HAS BEEN 'STAMPED AND SIGNED BY A-11 CENSED PROFESSIONAL ENGINEER OR LICENSED
4 SEWER MAIN `- SEWER MAIN PROFESSIONAL,SURVEYOR:'
6" MIN. CONCRETE BLOC= ANGLE
OF TEE AT MM OVER 25 SPRING ASSISTED - 9. OF 6 INCHES, XI UM DEPTH EQUALLY INCHES, BOTH SIDES H THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH
C,O.R. STD DTL. BR39 PLAN VEW OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER EACH 95 PERCENT E. MAXIMUM
ypjjON Side-Sewer ^,,. �s GALVANIZED LATCH DIAMOND PLATE COVER DENSITY. THESE COMPACTED LAYERS NUS' EXTEND 'FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO
Sanitary Connection V W /LOCKING LATCH THE SIDE OF.THE TRENCH, MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
r-GALVANIZED "C' CHANNEL, 5 -0" LG. -
1 1/2" DIA LET HOLE 1 EACH SIDE, 2 SIDES RIM ELEV= 349.64 10. OPEN CUT ROAD CROSSINGS FOR URLRY TRENCHES AN EXISTING, TRAVELED ROADWAY SHALL BE BACKRLLED WITH
1 EACH SIDE, 2 SIDES CRUSHED ROCK AND.MECHANICALLY COMPACTED. 'CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT
WITH SAW-IN '..A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER- BACKFILL
25 3/4°
r-IE= 347.65 SOP NUT
CONNECTION
I II
I i 36"
18/2" ( STEEL -\
�I ELBOW
(WIDTH =28 5/
2" VENT RIM ELEV =350.2
CONNECTION
7
BRASS T
TUBE T
N EELE 5
j IE= 347.6
I78 1/2'
6' IIJ
1
CONNECTION
IE= 346.94
8) OUTLET
NOTE: PROVIDE (2) 3 "x4" REDUCERS
..
- .. - .. - ..
/ DIA, LIFT INSERTS
RE NTON CURRENT STANDARDS:
it
-.
11. DATUM SHALL BE CITY OF RENTON, 1988NAVD.
W/ U.V. USt. CAPS
W
6' p"
DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
6' -D"
D ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
13: ALL PIPE AND APPURTENANCES SHALL BE LAID R A
SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
SANITARY SEWER NOTES AND SPECIFICATIONS
FUTURE
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.
BUILDING SEWER
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR
DUCTILE IRON CLASS 50
- -
15 IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 ITCHES ABOVE FlN{SHED
1. WORK- TE IALS SHALL BE IN CONFORMANCE WITH TFIE.STANDARDS M1D SPECIFICATION OF.THE CITY OF
9"
�.
°
- _ - _ _ -
_ -
°
660LA UTILITY VAULT
RE, UTILITY DEPARTMENT AND THE LATEST EDITION OF THE`WSDOT /APWA STANDARDS AND SPECIFICATIONS.
RE,
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ?STANDARD SPECIFICATIONS FOR :MUNICIPAL PUBLIC WORKS
y °,
PROPERTY LINE
2 "x 4" STUD SERVICE MARKER. PAIN UPPER
RFWnW TWMIUCAL COLLEGE
S.M. Stemper Architects, Seattle, Wash! ington 98101
SHEET
a • -
,
CONSTRUCTION? PREPAREDIBY WASHINGTON STATE CHARIER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST
PORTION WHITE ANS STENCIL ON SIDE
I
I
EDTION (APWA) AND CIT OF ` RENTON STANDARD SPEC,FCATONS.
s„ SIDE SEWER AND BJUM SEWER
WORDING 'SEWER° WITH 3" 'HIGH BLACK LETTERS.
AND #6 WIRE, WRAPPED AROUND THE STUD AND
!
I
3. ALL LOCATIONS.OF EXISTING' UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR ?S
RESPONSIBILBY TO VERIFY THE TRUE'AND`CORRECT LOCATON SO AS TO AVOID DAMAGE OR DISTURBANCE
j EXTENDED TO THE TOP OF THE STUD. `
60" ALLOWABLE MAX. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR
FOR CAST IRON PIPE UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP 0 0 _i THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
OR DUCTILE IRON PIPE. THROUGH A
1:3.5 MIX pVlt THROLGH'CAST IRON SADDLE SECURES TO SEWER MAIN, - . • - - , 5. IT SHALL BEiTHE RESPONSIBILITY OF THECONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED
CONCRETE °�' / G� p �N� WITH STAINLESS STEEL BANDS. _ ( `.:. I PERMITS PRIOR TO ANY CONSTRUCTION.
�/ VN 25 ONG� WHEN .CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. 6. PLANS APPROVED BY,THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE
i /
2% MIN SLOPE _ ( : I 'OTHER PLANS.
( AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED
f HORIZONTAL 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6" SIDE OUTLET TEE ° ° 8. THE CONTRACTOR SHALL PI IDE.THE CITY OF RENTON WITH AN AS
DRAWING Of THE SANITARY SEWER
(/ TYPICAL WE SEWER BHATION � � - - - - - - - - � SYSTEM, WHICH HAS BEEN 'STAMPED AND SIGNED BY A-11 CENSED PROFESSIONAL ENGINEER OR LICENSED
4 SEWER MAIN `- SEWER MAIN PROFESSIONAL,SURVEYOR:'
6" MIN. CONCRETE BLOC= ANGLE
OF TEE AT MM OVER 25 SPRING ASSISTED - 9. OF 6 INCHES, XI UM DEPTH EQUALLY INCHES, BOTH SIDES H THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH
C,O.R. STD DTL. BR39 PLAN VEW OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER EACH 95 PERCENT E. MAXIMUM
ypjjON Side-Sewer ^,,. �s GALVANIZED LATCH DIAMOND PLATE COVER DENSITY. THESE COMPACTED LAYERS NUS' EXTEND 'FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO
Sanitary Connection V W /LOCKING LATCH THE SIDE OF.THE TRENCH, MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
r-GALVANIZED "C' CHANNEL, 5 -0" LG. -
1 1/2" DIA LET HOLE 1 EACH SIDE, 2 SIDES RIM ELEV= 349.64 10. OPEN CUT ROAD CROSSINGS FOR URLRY TRENCHES AN EXISTING, TRAVELED ROADWAY SHALL BE BACKRLLED WITH
1 EACH SIDE, 2 SIDES CRUSHED ROCK AND.MECHANICALLY COMPACTED. 'CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT
WITH SAW-IN '..A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER- BACKFILL
25 3/4°
r-IE= 347.65 SOP NUT
CONNECTION
I II
I i 36"
18/2" ( STEEL -\
�I ELBOW
(WIDTH =28 5/
2" VENT RIM ELEV =350.2
CONNECTION
7
BRASS T
TUBE T
N EELE 5
j IE= 347.6
I78 1/2'
6' IIJ
1
CONNECTION
IE= 346.94
8) OUTLET
NOTE: PROVIDE (2) 3 "x4" REDUCERS
CAPACTIY=75 GPM A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION �j T
MS !// SEATTLE. WA 98101UITE:300 F: 2061343-5691 O aT , - UTILITY, DETAILS
C5 L 2" DIA. GROUND ROD KNOCKOUT ��� GALVANIZED PUWNG IRON sfp
Ay
Zurn - Ztli3t3 HD-E Large Capacity Oil Interceptor �/ 2 PLACES IN FLOOR 1 EACH END, 2 ENDS �� N1L D
EXPIRES 01/23/2006 ".
' ;CANNEOOCT 2 72006 C, D, �j=32S102
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AND COMPACTION. A PERMANENT HOT MIX`PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF
I
RE NTON CURRENT STANDARDS:
it
O E34682QROM OIL
INTER O L
�- i- -4 3/4" DIA KNOCKOUT + +
8 EACH SIDE, 4 SIDES
i7° DIA. KNOCKOUT
2 EACH SIDE, 4 SIDES
8° DIASUMP
11. DATUM SHALL BE CITY OF RENTON, 1988NAVD.
2" VENT TO BLDG.
IE =348.0
CAPACTIY=75 GPM A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION �j T
MS !// SEATTLE. WA 98101UITE:300 F: 2061343-5691 O aT , - UTILITY, DETAILS
C5 L 2" DIA. GROUND ROD KNOCKOUT ��� GALVANIZED PUWNG IRON sfp
Ay
Zurn - Ztli3t3 HD-E Large Capacity Oil Interceptor �/ 2 PLACES IN FLOOR 1 EACH END, 2 ENDS �� N1L D
EXPIRES 01/23/2006 ".
' ;CANNEOOCT 2 72006 C, D, �j=32S102
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UL t�.
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AND COMPACTION. A PERMANENT HOT MIX`PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF
RE NTON CURRENT STANDARDS:
it
11. DATUM SHALL BE CITY OF RENTON, 1988NAVD.
2" VENT TO BLDG.
IE =348.0
I I -
12 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.
D ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
13: ALL PIPE AND APPURTENANCES SHALL BE LAID R A
SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL' INCLUDE N,ECESSARY'LEVELING* OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND rCOMPACTION 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.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR
DUCTILE IRON CLASS 50
15 IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 ITCHES ABOVE FlN{SHED
GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
9"
�.
12
660LA UTILITY VAULT
COUGHLINPORTERLUN®EEN
y °,
RFWnW TWMIUCAL COLLEGE
S.M. Stemper Architects, Seattle, Wash! ington 98101
SHEET
,
CAPACTIY=75 GPM A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION �j T
MS !// SEATTLE. WA 98101UITE:300 F: 2061343-5691 O aT , - UTILITY, DETAILS
C5 L 2" DIA. GROUND ROD KNOCKOUT ��� GALVANIZED PUWNG IRON sfp
Ay
Zurn - Ztli3t3 HD-E Large Capacity Oil Interceptor �/ 2 PLACES IN FLOOR 1 EACH END, 2 ENDS �� N1L D
EXPIRES 01/23/2006 ".
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PVC(SW� 339.96 IE 8-PV
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EX 15' R.O.W. VACATED WITH EASEMENT
- -�- RIGHTS. & OTHER COND(IIONS RETAINED.
I PER ORD. 3894, REC. NO. 8503220480
(NOT SHOWN ON K.C. ASSES. MAP)
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FEP. CORK C. N �E T pD. 54'i0b4l)
(SDFERGEDES
\
11 CH_NL 1o.1a
CL HNL 12 P1C(NW,E)= 358.38 �
,� J H LV H NU CB RIM= 365.56
IE 24"CPEP E)= 350.69 I ���� /
IF 24 "CPEP(W)=350.49 / _ � - �s2 \ IE B "OVC N = 363.86 _ / NCH LEGEND
IAWY Vi S J6p Pci /� / _- / / / �pHP I '
\ -' � EXISTING RElAOVE PROPOSED
Ss -35aso \ - P - \� o4p /°"'` �✓ s ASPHALT PAVING
C-L 72°FVC(E.W)=35C
GI t
�°�` i � r � CONCRETE PAVING
/ f LAW
( c \ 1
9" r. BUILDINGS \�
CONSTRUCTION LIMITS
o�wwaEVERS \\ ! CONTOUR (INDEX) -7X- -100 -
- -9e -- -9B-
3 SEARCHED AREA FOR MISSING STORM CONTOUR
DRAM STRUCTURE USING MAGNETIC
LOCATING DEVICE. THE STRUCTURE CURBING
1 PARALLEL \ .APPEARS TO BE BURIED. (NOT FOUND)
1 (BAPS \ ELECTRIC LINE -PwR- -PWR-
H�.1 N \ 1
\ -`� \ 1 • 1 \ 1 � GAS LINE -GAS-- -GAS-
'P 'E \ ; ° SO` 1 I 1 GAS VALVE /METER M - O q O
i \ \
� ° 1 o WooD E "'
-W- 10DEC
i
PINE `` - . 5
J 5
IE '2 "CMF(W) „1 \ �, s OVERHEAD POWER -OAP- --- OHP - --
in \ { II ^6 "CMP(E) 3665 N i -
UNDERGROUN POWER -uGP- -UGP -
`: 9 LF 6"
/ o' 1 ^^ PVC ®209, -`-� - - 1 ' SEE ELECTRI PLANS ROCKERY �
5 { 4° SSCO 1, 1 1 FOR CONDUIT BELOW
( i ^ RIM SIDEWALK
D iit UR X WG -4E- .0 ./1� < - STORM DRAINAGE. LINE SD-
❑ b 1 �°`..6•. IE =348.0 - ?° VENTS U 1 /' a c'> _ i 11�,,:�`p'l�': �e�`) SANITARY SEWER LINE Ss-
SEE ,4MECH 1 NO
1 0 <m LW�AI -81 77911/ AAr
1 \ I Gig 6 5 'A 6° SANITARY SEWER FIR 1 o rn n z
5 73 s Q RIM GRADE GARAGE FLOOR DRAIN 1 ' z a iJ�1YJ�J1Y PIIpPIf 1JII�;S lyJ SANITARY SEWER MH /CO (S) .. o ® •
-34253
342.53 4'i 1E =34I 6 d sa� SEE MECH'L PLANS U r
50.0 o y om I%11 jodp1 12'1r ,
P -
STREET LIGHT ASSEMBLYO --�
Ii VAULT \ LF 6' F - 1 1 cas METSIR w /clwINUNK STORM CB /MH
( II OIL ORP.GE TANK 2�% 1 c, ' FENCE P,OTECTION :722780 -0425
So SEE DETAIL 71
UTILITY X -ING ^�� k N TELEPHONE UNE T- -T-
6 SD IE= 346.98
SS IE= 347.80 - - -; ,1 R D TELEPHONE RISER /NTH ❑ OT • OT
LF It 6" SIDE SEWER 1 NOTE: CONTRACTOR SHALL COORDINATE
_ WIVc - \ 5° SSCO SEE MECH'L P 1 I W( TI$ CRY OF.RENfON U11" INSPECTOR, TREE W /PROTECTION
so I ZU N OIL, WA 6 RIM To GRADE REN TON TECHNICAL C[111 EGE AND ADJACENT
( S 44ERATOk - \ IE -347.0 L t PR78M OWNERS 48 HOUR,4'PRIOR TO -: WATER METER/VALVE /FHT�.oa� ®►4�-
-ING ` i, " CLEAN CHECK 6° WATER MAM� WATER FITTINGS
( L 1- PVC BACK WATER VALVE .. -.
' 1 PoM=348.75 SURVEY BENCHMARK
I iS` I EIM O IE= 345.04 OR APPROVED) NOTE SEE ELEC'L PLAN
- I I <
F.F. LEVAa0N =370 6
EDUAL INSTALL CONIC. 1 � 3;0 FOR SiiELIC#lRNG c RIM= s 67 SURVEY MONUMENT ® FOUND
COLLAR AND C 0 RIM.. } IE s °wc) 367
v 1 it
ASP qu� \ �` y.� ✓ ; UST / 3` vnrH:TRA INTERCEPTOR SWALE
Ei W/ ROCK CHECK DAM
t t 1-STORY �1 L o I SHORING PILE
WOOD-FRAME \P``C�
ie3v17o1 i I 3a6 s , 1
BUILDING SAWCUT LINE
(DAY
7308292408 1 iI _ 1.
SILT FENCE
1 /RENTON TECH. I , - `~ \ ,.}1 t , ® „ STORM CB W /PROTECTION
suRMLV BRASS ,� I I - ` o I
w
CAP POINT 98 IE RIM-(W) =34
\ RESERVED FOR: � I�
\ \ LAWN.
\ "DEC _. _- \ O \; ij% \� �. �✓ r�C ,�� ?yam -` �C'\
\ J
2,$iE 2°FIR \- =
(tYP.
\ EXIRUOm CURB __� I \ /' "? tl.... _� 3S,
\� \ \ \ �` ` \ \ ?
\ V
AQ PINE
PL
CB RIM = 34109
IE B "PVC(IWIW)= 340.34
`f RED FIRE ME
_ ROOF PP1Ni ONCURBS
PLANED AREA R.O. CVERHAN; R.D. R.. \'� \` -�\, `\ '1 1 GR�S 1 L
i
r2 5' WIDE �I4' WIDE CB RIM 341.94 `14� WIDE GATE
ENTRANCE ENRRACE IE 4 "CPEP((WNW)= 339.94 ENTRANCE CB RIM ...... I ry
FF= 342.68 FF= 342.69 IE6 "PVC(S)= 339.54 FF= 342.35 IE W)=,39.2 8 J \� '� \ s\
IEB "WC(E) =33944 IS "P/C S)=339.28 �s? A UGP' a \\ 1
1 -STORY CB RIM 34587 \'yG'.y ❑. 1. - �'%rB \ \\ \ \ ,2" 3 'DEC
WOOD BUILDING o IE- 8 PVC (NE)- 343.57 \ I r \ \ \ ` I 1
BOTTOM- 343.07 \ .� I ,1. 1 , t Call
LJ�2Yl�- _342 before you
JrAV- 0,7]911/ #-/A 7' ° o yDygy�
SDMH -RNA 34581 1 I 110 1 1 1°°��•
P-gWrViV dIBMI N-01 RA 2 SEE DETAIL E 18'CMP(NW)- 343.71 11! ASPHALT v { 1O o I 2 " -3
W yy �p4 IE 8'Pd (SW) 343.21 `
SAND IE^IB "CP(S) 343.01 111 I ii, `, , I 1 -800 -424 -5555
UNDERGROUND SERVICE (USA)
ti� po RENTON TECHNICAL COLLEGE SHEET
CO4JGHLIId PORTERLU�IDEEW S.M. Stamper Architects, Seattle, Washington 98101
� ;? � '
A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION
413 PINE STREET -SUITE 300 P: 2061343-046,0 43 -0 4 60 .p 26577.9 C4.0
SEATTLE WA96101 F: 206/1 SEV 343 -5691 7st5a j�rTli j` J PT AN
EXPIRES 01 /23/2009
.. .. .....,'. _ .. :.•: COY. -
r
s
Y / U
A� U
e" • w
1 ao
� E-
1 � o
0 Q
U Q o
U
a � V
U
E
O
J
1.
NORTHWEST 114, SECTION & TOWNSf P 23 NORTH. RANG 5 EAST. W.M.
~ I ) LIMITS OF PIPE ZONE NOTES:
o I I o a REQUIRED PAVEMENT PESTORATION PER CITY L•- w (SEE NOTE 4
0 ° OF RENTON TRENCH RESTORATION AND i. PROVIDE UNIFORM SUPPORT UNDER BARREL CONCRETE
W STREET OVERLAY R"tQ'S_ ((''SAWCUT PYP) APPLY BACKFILL MATERIAL
3 g 8` SET DE!AFL JOINT SERLANT AR40DOW (SEE NOTE 5) 6 2. HAND TAMP UNDER HAUNCHES. 3/4'" SQUARES SPACED - 3/4'" 3W6
C/7 10 1Z• TO
TOP AND TACK COAT ` I- AS INDICATED - HT. 1/8"
C/7 as TO
SID
ES CONCRETE CLASS C ( 3. COMPACT, BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE 1 _
SURFACE RESTORATION EXIST PAVEMENT (SEE NOTE 8) c ELAND TAMP ONLY. ❑ o ❑ i JZ•,
/ SURFACE I 'CLASS A DESIGN) ❑ o o ❑ ❑
W AS SPECIFIED 1 FOUNDATION LEVEL �� 1 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION p. t2 0
MOUND a MIN E% �.- /� ! .,.� R THE STAdI[kIRD SPECFICTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS. ° °°
�� ��� = j ALT THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH EXCEPT FOR CLASS A FIBER JOINT
o�'<v `�"� `� "� NEAT LINE TRENCH (TYP) WHEN -1 BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D_ + 18 ". PACKING
"GRAVEL BORROW PER `` �"� DEPTH IS LESS THAN 4 FT. 1"
ate. `� W (SEE NOTE a). LIMITS OF PIPE ZONE 5. TRENCH BACKFlLL SWUl CONFORM TO "BACKFlWNG SEWER TRENCHES" IN THE 45' (1/8) BEND
WSDOT STD SPEC 9 -C3.14 k SaNiTARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS RAISE -1/2"
I� COMPACT TO 90% OF MAX s.._ 'RUSHtED SURFACING -TOP WIDE BORDER _
/! o v4• COURSE' PER WSDOT STD SPEC OR LUMPS URGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
�°! s DENSITY ,j,. 9 -03.9(3). COMPACT TO 95% BACKFILL MATERIAL fi BACKFlLL MATERIAL
Ury ;; MAX DENSITY, SEE NOTE 2 (SEE NOTE 5) 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
BENCH AS NEEDED FOR '�' "GRAVEL BORROW' PER WSDOT (CLASS B, C, D, DESIGN) STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
3. SHORING OR TRENCH BOX STD SPEC 9- 03.14. c BEDDING FOR RIGID PIPE _
m (TYP) WHEN DEPTH IS 4' I COMPACT TO 95% OF MAX BEDDING MATERIAL 7 STTAANDARDDDSPECIFI� FOR FLEXIBLE MATERIAL SPECIFICATIONS. EGATES SECTION OF 1_1J " 1 J2 p Jg.•
U AND GREATER _ DENSITY. SEE NOTE 2 FOR RIGID PIPE g i -V e" a' 6" OR 8"0
m (SEE NOTE 6) d. PIPE MUST BE ANCHORED IN SUCH A MAKER AS TO ENSURE FLOW LINE IS /j��
�... RFIIRINr MAMMAL CFF ". -. I �.� / / i MAMAImm
WSDOT SPECIFIDONS -
BACKFlLL THE TOP 4 OF TRENCH TO SUSED P NADE RUSHED MAX. COMPACTION COURSE (SEE NOTE 7) /i // AND t;uvt8 AS rctVUlrctu nr Siarvunrcu utinit urcnwirv5;. tlrcAO.
FwiJi SUITABLE EXCAVATED MATERIAL Id4Y BE USED PR01ADt� 95% . COMPACBR DENSITY FOUNDATION LEVEL n * A = 4" MIN. 27' I.D. AND UNDER
CAN BE ACHIEVED. 6" MIN. OVER 27" LD. 3. PIPE MATERIAL AS SPECIFIED -
i�I ,,,,,,{, �,,,,y,,N,,TS 1 ( p'� for of P.cnton Standard Detail BW18 -C Cityofy Renton Standard Detail,,B,W,1,8, -,yB
UbTt Trench Secum 1 Pip IOC Mary Sewer Moog 3 BY THE ENGINEER Sanaiaq Sewer CIeiLIVYt -f .
a NOTE'
UNLESS OTHERWISE SHOWN R PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' AT PROPERTY
o
LINE OR 3-5' LOWER T THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWERC.O�
WIN f
I - - - - . .PROPERTY LINE .. - - - -
(4) 3/4' DIA LIFT INSERTS
c W/ U.V. CAPS 6'-0"
z 6 -D" s -6° SANITARY SEWER NOTES AND SPECIFICATIONS
W \ -I FUTURE -
6" BUILDING SEWER PIPE BUILDING SEWER
;o - - - - _ - - - -- 1. ALL WORK MATERIALS .SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF
RENTON.URUTY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT WA STANDARDS AND SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ?STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS
c TEE
WITH 6" SIDE OUTLET PROPERTY LINE ` ` ` CONSTRUCTION? PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC: WORKS ASSOCIATION, LATEST
2 "x 4" STUD SERVICE MARKER PAINT UPPER = '�
,c
PORTION WHITE ANS STENCIL ON SIDE I %� ��� % %% �% I EDITION PWA) AND CITY OF RENTON STANDARD SPECIFICATIONS
6" WE 812111a AM B&M SEWB WORDING *SEWER" WITH 3" HIGH BLACK LETTERS. i`i`i i`i :�ii`i i v
AND $6 WIRE WRAPPED AROUND THE STUD AND 3. ALL. LOCATIONS OF UTILITIES SHOWN ARE AND IT SHAW BE THE CONTRACTORS
EXTENDED TO THE TOP OF THE STUD. ������� �`� � � �`� �`� ; � i`� � � I RESPONSIBILITY TO VERITY THE TRUE AND CORRECT LOCATION SO'. AS TO AVOID. DAMAGE OR DISTURBANCE.:
a 60" ALLOWABLE MAX. � � � � � � ` ` ` ` ` ` ` ` ` ` ` ` � = 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, MEiHODSAND SEQUENCES OF CONSTRUCTION AND FOR
r O 0 =i i THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
FOR CAST IRON PIPE .UNLESS OTHERWISE APPROVED BY THE CITY, WE TAP
� � � � � � � � � � � � � � � � � - -
R 1:3:5 MIX R DUCTILE IRON PIPE, p� THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN A- % � ��� % %�� : ��� A - -
n
5
Q a i i i i i i i i i i i i i i i i i i i 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED
o o CONCRETE / Ngl WITH STAINLESS STEEL BANDS. `.`N : �`�`�` N 1 Z �`: �i ��
BLOCKING / ION ( PERMITS PRIOR TO ANY CONSTRUCTION.
15`� WHEN CONNECTING 'NEW SIDE SEWERS TO EXISTING.. MAIN. I `i`i`i`i`i i`i`i`i i`i i i`i`i i`
�2�P G� _ _ 6. PLANS APPROVED BY. THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL. TAKE PRECEDENCE OVER. ALL
2% MIN SLOPE VITRIFIED CLAY PWN:AND REINFORCED CONCRETE, D1 PIPE I i �' I OTHER.. PLANS.
- - - - - - - AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED `
z
�
HORIZONTAL 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
o =moo
N £ o 6" SIDE OUTLET TEE � - _ _ - - _ - - _ - � B. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS BUILT DRAWING OF THE SANITARY SEWER
n ?�� SEWER MAIN SEWER MAIN TY AL$�S I VATION SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
- PROFESSIONAL SURVEYOR.
6" MIN. CONCNETE B DCM ANGLE
OF TEE ATiiAl1(W6i25 SPRING ASSISTED 9. OF 6 I L SHALL XI PLACED EQUALLY ON BOTH SIDES H THE PIPE IN EACH LAY WITH A LOOSE AVERAGE DEPTH
ELEVATION C.O.R. STD DTL BR39 PLAN VFW R Of 6 INCHES, MAXIMUM DEPTH OF S INCHES, THOROUGHLY TAMPING EACH DYER TO 95 PERCENT OF MAXIMUM
w�nN GALVANIZED DIAMOND PLATE COVER DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO
SW my Skle :Sews Cmwb,on 6 W /LOCKING.LATCH THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
GALVANIZED 'C' CHANNEL, 5' -0" LG. '
1 1/2" DIA LIFF HOLE I EACH SIDE, 2: SIDES RIM ELEV= 349.64 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH
1 EACH SIDE, 2 SIDES CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT
z i WITH SAW IN A CONTINUOUS LINE A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER KFILL
a =m .- _
g
a
Q 25 314° 2' VENT
CONNECTION RIM ELEV =350.2
a
m
BRASS
SUP NUT TUBE
�IE= 347.65 CONNECTION t
STEEL IE= 347.65
NIPPLE
18 1/2° 36" STEEL--\ 8 1/2
ELBOW
z
0
W
w 8
z
t�" DRAW -OFF
CONNECTION
TIE= 346.94
LENGTH =30'
INLET (WIDTH =28 5/8 ") OUTLET
1 NOTE PROVIDE (2) 3'x4' REDUCERS
�1 Q
zn
d
O y
AND COMPACTION. AIPERMANENT HOT MIX PATCH. SHALL BE PLACED WITHIN '10 DAYS AND SHALL BE PER CITY OF
(
COMPACT TO 95% OF MAX /'.�� �.
DENSITY
UNPAVED AREAS SEE N�z 1
NOTES:
1. MAXIMUM WIDTH OF TRENCH AT TOP OF PPE PAYL-D AREAS
* 30" FOR PIPE UP TO AND INCLUDING 12' NOMINAL D'IAMETfRi
* OD PLUS 16° FOR PIPE LARGER THAN 12' NOMINAL DIAMETER
I FOUNDATION LEVEL
(
/ /
LIMITS OF PIPE ZONE
(�
1 -0" tO
L (CLASS F E51GN)
I BEDDING FOR FLEXIBLE PIPE
- - - - - --
DIMENSION
A
B
CLASS A
4" MIN
i/4 I.D.
12" MAX.
114 O.D.
BEDDING
CLASS B
*
1/2 O.D.
CLASS DESIGN
CLASS C
*
1/8 O.D.
CLASS D
ZERO
ZERO
CLASS F
*
O.D.
PLUG TO BE SEALED
CAST IRON RING AND COVER IN SAME MANNER AS
- -_ MAN SEWER JOINTS.
NOTES
1. IN UNIMPROVED AREAS. POUR 1' -0" THICK
2. 0 SQUARE CONCRETE, CUSS 3000, PAD AROUND
RING AND COVER.
w (slF NOTE a)
/
E=346.82
<--43/4" DIA..KNOCKOUT
C6
2 WHERE HED SURFACING- -TTOP,COURSE. WHERE TRENCH IS PARALLEL TO TRAVt1ED LANES,
FOR PE
8 EACH SIDE, 4 SIDES
1
C
I 3/4 O.D.
1/2 O.D.
1/8 O.D.
O.D.
-
9"
2. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
BACKFlLL THE TOP 4 OF TRENCH TO SUSED P NADE RUSHED MAX. COMPACTION COURSE (SEE NOTE 7) /i // AND t;uvt8 AS rctVUlrctu nr Siarvunrcu utinit urcnwirv5;. tlrcAO.
FwiJi SUITABLE EXCAVATED MATERIAL Id4Y BE USED PR01ADt� 95% . COMPACBR DENSITY FOUNDATION LEVEL n * A = 4" MIN. 27' I.D. AND UNDER
CAN BE ACHIEVED. 6" MIN. OVER 27" LD. 3. PIPE MATERIAL AS SPECIFIED -
i�I ,,,,,,{, �,,,,y,,N,,TS 1 ( p'� for of P.cnton Standard Detail BW18 -C Cityofy Renton Standard Detail,,B,W,1,8, -,yB
UbTt Trench Secum 1 Pip IOC Mary Sewer Moog 3 BY THE ENGINEER Sanaiaq Sewer CIeiLIVYt -f .
a NOTE'
UNLESS OTHERWISE SHOWN R PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' AT PROPERTY
o
LINE OR 3-5' LOWER T THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWERC.O�
WIN f
I - - - - . .PROPERTY LINE .. - - - -
(4) 3/4' DIA LIFT INSERTS
c W/ U.V. CAPS 6'-0"
z 6 -D" s -6° SANITARY SEWER NOTES AND SPECIFICATIONS
W \ -I FUTURE -
6" BUILDING SEWER PIPE BUILDING SEWER
;o - - - - _ - - - -- 1. ALL WORK MATERIALS .SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF
RENTON.URUTY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT WA STANDARDS AND SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ?STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS
c TEE
WITH 6" SIDE OUTLET PROPERTY LINE ` ` ` CONSTRUCTION? PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC: WORKS ASSOCIATION, LATEST
2 "x 4" STUD SERVICE MARKER PAINT UPPER = '�
,c
PORTION WHITE ANS STENCIL ON SIDE I %� ��� % %% �% I EDITION PWA) AND CITY OF RENTON STANDARD SPECIFICATIONS
6" WE 812111a AM B&M SEWB WORDING *SEWER" WITH 3" HIGH BLACK LETTERS. i`i`i i`i :�ii`i i v
AND $6 WIRE WRAPPED AROUND THE STUD AND 3. ALL. LOCATIONS OF UTILITIES SHOWN ARE AND IT SHAW BE THE CONTRACTORS
EXTENDED TO THE TOP OF THE STUD. ������� �`� � � �`� �`� ; � i`� � � I RESPONSIBILITY TO VERITY THE TRUE AND CORRECT LOCATION SO'. AS TO AVOID. DAMAGE OR DISTURBANCE.:
a 60" ALLOWABLE MAX. � � � � � � ` ` ` ` ` ` ` ` ` ` ` ` � = 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, MEiHODSAND SEQUENCES OF CONSTRUCTION AND FOR
r O 0 =i i THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
FOR CAST IRON PIPE .UNLESS OTHERWISE APPROVED BY THE CITY, WE TAP
� � � � � � � � � � � � � � � � � - -
R 1:3:5 MIX R DUCTILE IRON PIPE, p� THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN A- % � ��� % %�� : ��� A - -
n
5
Q a i i i i i i i i i i i i i i i i i i i 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED
o o CONCRETE / Ngl WITH STAINLESS STEEL BANDS. `.`N : �`�`�` N 1 Z �`: �i ��
BLOCKING / ION ( PERMITS PRIOR TO ANY CONSTRUCTION.
15`� WHEN CONNECTING 'NEW SIDE SEWERS TO EXISTING.. MAIN. I `i`i`i`i`i i`i`i`i i`i i i`i`i i`
�2�P G� _ _ 6. PLANS APPROVED BY. THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL. TAKE PRECEDENCE OVER. ALL
2% MIN SLOPE VITRIFIED CLAY PWN:AND REINFORCED CONCRETE, D1 PIPE I i �' I OTHER.. PLANS.
- - - - - - - AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED `
z
�
HORIZONTAL 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
o =moo
N £ o 6" SIDE OUTLET TEE � - _ _ - - _ - - _ - � B. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS BUILT DRAWING OF THE SANITARY SEWER
n ?�� SEWER MAIN SEWER MAIN TY AL$�S I VATION SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
- PROFESSIONAL SURVEYOR.
6" MIN. CONCNETE B DCM ANGLE
OF TEE ATiiAl1(W6i25 SPRING ASSISTED 9. OF 6 I L SHALL XI PLACED EQUALLY ON BOTH SIDES H THE PIPE IN EACH LAY WITH A LOOSE AVERAGE DEPTH
ELEVATION C.O.R. STD DTL BR39 PLAN VFW R Of 6 INCHES, MAXIMUM DEPTH OF S INCHES, THOROUGHLY TAMPING EACH DYER TO 95 PERCENT OF MAXIMUM
w�nN GALVANIZED DIAMOND PLATE COVER DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO
SW my Skle :Sews Cmwb,on 6 W /LOCKING.LATCH THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
GALVANIZED 'C' CHANNEL, 5' -0" LG. '
1 1/2" DIA LIFF HOLE I EACH SIDE, 2: SIDES RIM ELEV= 349.64 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH
1 EACH SIDE, 2 SIDES CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT
z i WITH SAW IN A CONTINUOUS LINE A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER KFILL
a =m .- _
g
a
Q 25 314° 2' VENT
CONNECTION RIM ELEV =350.2
a
m
BRASS
SUP NUT TUBE
�IE= 347.65 CONNECTION t
STEEL IE= 347.65
NIPPLE
18 1/2° 36" STEEL--\ 8 1/2
ELBOW
z
0
W
w 8
z
t�" DRAW -OFF
CONNECTION
TIE= 346.94
LENGTH =30'
INLET (WIDTH =28 5/8 ") OUTLET
1 NOTE PROVIDE (2) 3'x4' REDUCERS
CAPACTY =75 GPM T A CONSULTING STRUCTURAL AND CML ENGINEERING CORPORATION
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2 PLACES IN FLOOR 1 EACH END, 2 ENDS
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AND COMPACTION. AIPERMANENT HOT MIX PATCH. SHALL BE PLACED WITHIN '10 DAYS AND SHALL BE PER CITY OF
C
0
OIL
-1N
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
2" VENT TO BLDG-
OU ERCEPTOROM
O O
IE =348.0
_
12. ALL DISTURBED AREAS. SHAW 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.
E=346.82
<--43/4" DIA..KNOCKOUT
0
SECTION 7 OF THE'CURRENTSTATEOF WASHINGTON STANDARDSPECIFlCATIONSFOR ROAD -.AND BRIDGE
8 EACH SIDE, 4 SIDES
CONSTRUCTION. THIS -SHALL INCLUDE NECESSARYLEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
.0
- FOUNDATION MATERIAL, WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM
9"
6° 6'
BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
14, SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR
7" CIA KNOCKOUT
0
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED
Q
2 EACH SIDE, 4 SIDES
GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
9"
SmkoAi'S704
VAULT 1.1
8" DIA SUMP
COUGHLINPORTERLUNDEEIV
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RENTON TECHNICAL COLLEGE
S.M. Stemper Architects, Seattle, Washington 98101
SHEET
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CAPACTY =75 GPM T A CONSULTING STRUCTURAL AND CML ENGINEERING CORPORATION
�7 �{�pp T� �a y +N 413 PINE STREET - SUITE 300 P: 206/343 -0460 .P. 2657 Q• T TTiT T7�T TI"1TG�T A Tlf C� J /
z Ztm - LORD HD-E Large Cape ®)I I(�tPr lOr 2" DIA GROUND ROD KNOCKOUT SEM GALVANIZED -PUWNG IRON SEATTLE, WA98101 R 206/343 -5691 103 lJ .L1L11 1. DE lj°'PL(S •id
2 PLACES IN FLOOR 1 EACH END, 2 ENDS
exwR[s os /zaizoos fAt^i= 5-325109• mvm m A s'iA4T
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AND COMPACTION. AIPERMANENT HOT MIX PATCH. SHALL BE PLACED WITHIN '10 DAYS AND SHALL BE PER CITY OF
RENTON'- CURRENTSTANDARDS.
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
2" VENT TO BLDG-
-
IE =348.0
_
12. ALL DISTURBED AREAS. SHAW 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.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON PROPERLY PREPARED FOUNDATION IN' ACCORDANCE WITH
SECTION 7 OF THE'CURRENTSTATEOF WASHINGTON STANDARDSPECIFlCATIONSFOR ROAD -.AND BRIDGE
CONSTRUCTION. THIS -SHALL INCLUDE NECESSARYLEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
- FOUNDATION MATERIAL, 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.
14, SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR
DUCTILE IRON CLASS 50. -
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED
`D
GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
9"
SmkoAi'S704
VAULT 1.1
12
COUGHLINPORTERLUNDEEIV
�14 c. PU
y4�`�o� *'
RENTON TECHNICAL COLLEGE
S.M. Stemper Architects, Seattle, Washington 98101
SHEET
CAPACTY =75 GPM T A CONSULTING STRUCTURAL AND CML ENGINEERING CORPORATION
�7 �{�pp T� �a y +N 413 PINE STREET - SUITE 300 P: 206/343 -0460 .P. 2657 Q• T TTiT T7�T TI"1TG�T A Tlf C� J /
z Ztm - LORD HD-E Large Cape ®)I I(�tPr lOr 2" DIA GROUND ROD KNOCKOUT SEM GALVANIZED -PUWNG IRON SEATTLE, WA98101 R 206/343 -5691 103 lJ .L1L11 1. DE lj°'PL(S •id
2 PLACES IN FLOOR 1 EACH END, 2 ENDS
exwR[s os /zaizoos fAt^i= 5-325109• mvm m A s'iA4T
g
' Vr
I