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NW-114 &NE1/4, -SEC. 10,_TWP. 231
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.DGEWOOD LANE
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NOTE
ALL TRENCH RESTORA7701V SHALL BE PER THE CURRENT CITY OF
RENTON TRENCH RESTORA7701V AND STREET 0WRLAP DETAIL.
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SANITARY SEWER MANN IS TO BE
. _ .. _.:...:..00NS7RUCIED.PER {YE1GE{YOOD LANE'...:
DIVA PLANS:
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.DGEWOOD LANE
D /V. 3
NOTE
ALL TRENCH RESTORA7701V SHALL BE PER THE CURRENT CITY OF
RENTON TRENCH RESTORA7701V AND STREET 0WRLAP DETAIL.
SCALE: 1 " = 40'
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F�O,RAPPROVAL
9FS T REO BY 1 ! DA7E- ;5, G
ss/ AL BY DATE i/
arras 4 -26 -07 1 BY DA7F-
14711 NE 29th Place Suite 101
Bellevue, Washington 98007
/DESIGN 425.885.7877 Fax 425.885.7963
ENGINEERING' PLANNING- SURVEYING
SANITARYS EWER AAN& PRORLES
CORE X81 05171 1 1 1 1 1 1 1 1
J02' /L9)? C.IJ: _-55GiD( 0507
RQLi� 207 FF R 33.7 ' 1.
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SANITARY SEWER MANN IS TO BE
. _ .. _.:...:..00NS7RUCIED.PER {YE1GE{YOOD LANE'...:
DIVA PLANS:
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HORIZ. SCALE. 1 °_ 40'
... :VERT. SCALE: 1 — 5'::
SCALE: 1 " = 40'
< -kl T 'y; RECOMMENDED
F�O,RAPPROVAL
9FS T REO BY 1 ! DA7E- ;5, G
ss/ AL BY DATE i/
arras 4 -26 -07 1 BY DA7F-
14711 NE 29th Place Suite 101
Bellevue, Washington 98007
/DESIGN 425.885.7877 Fax 425.885.7963
ENGINEERING' PLANNING- SURVEYING
SANITARYS EWER AAN& PRORLES
CORE X81 05171 1 1 1 1 1 1 1 1
J02' /L9)? C.IJ: _-55GiD( 0507
RQLi� 207 FF R 33.7 ' 1.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUC77LE IRON PIPE.
1:35 MIX
CONCRETE
BLOCKING /�PMIrJ 2� P P gL GKIN6
2X MN SLOPE
HORIZONTAL
6" SIDE OUTET 7FE
SEWER MAIN
SEWER MAIN
CONCRETE BLOCKING ANGLE
`O OF TEE AT MAIN OVER 25' TYPICAL SIDE SEWER ELEVA77ON
ELEVAAON
NOTE
UNLESS OTHERNSE SHOWN ON PLAN" SIDE SEWER SHALL HAVE A MINIMUM 4'
COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST. HOUSE
ELEVATON, WHICHEVER IS LOWER.
UNLESS OP ERWSE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON
SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEE BANDS WHEN
CONNEC77NO NEW STD£. SEWERS TO EXISTNG MAIN
W)RIFIED CLAY, PLAIN AND REINFORCED CONCRETE" D.L PIPE AND CL PIPE
S£MER MAINS ARE TO BE COREORILLED
SIDESEWER DETAIL-//
NO SCALE
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FORAPPROVAL
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BY. DAIE�
awes 4 -26 -07 BY 9A7E- —
5 -30 -06
Com 74 711 NE 29th Place Suite 101
Bellewe, Washington 98007
DESIGN 425.885.7877 Fax 425.885.7963
ENG ®INEERING' PLANNING- SURVEYING_
.SANI ARYSEWER DETAILS
CORE JOB/ 05171.
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NW '4 & NE IZ4, SEC. 10, TWP. 23 N., RGE. 5E., W.M
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SAN /TARYSEWER NOTES
1 ALL WORK MATER /ALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIRCATONS OF 7HE CITY OF RENTON
URVTY DEPARTMENT AND THE LA7EST ED /TON OF 7HE WSDOT/APWA STANDARDS AND SP£CIFTCATONS..
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2 7HE HOURS OF HVRK /N 771E STREET RIGHT -OF -WAY -WALL BE LIM17ED TO 8.30 AM TO 330 PM ON WEEKDAYS UNLESS
07HERNSE APPROVED TN WRIRNG BY 7HE DEPAR74E1T OF PUBLIC WORKS AT 425 - 430 -7200. ALL STREET CLOSURES
PARAAL OR FULL, SHALL BE APPROWD BY THE DLPAR7M£NT OF PUBLIC WORKS 24 HOURS IN ADVANCE 7HE POLICE
DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOIFIED 24 HOURS IN ADVANCE:
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J. ALL CONSTRUC77ON SHALL BE IN ACCORDANCE WIT! STANDARD SPEGFICA77ONS FOR MUNICIPAL PUBLIC MORKS
CON57RUCRON° PREPARED BY THE WASHINGTON STAI£ CHAPTER AMERICAN PUBLIC MORKS ASSOCYA77ON (APWA), LA7EST
EDITON AND THE CI7Y OF RENTON STANDARD SPECIRCA TONS
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4 ALL LOCA77ONS OF EXISANO UALITES SHOWN ARE APPROWMA7E AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO VERIFY 771E TRUE AND CORRECT LOCAION SO AS 70 AVOID DAMAGE OR DISTURBANCE.
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5 A PRE- CONSTRIJCTCN✓ CONFERENCE AND A 24 HOUR NOICE SHALL BE REQUIRED PR /OR TO STARING NEW
CONS)RUCAON. IT SHALL BE 7HE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PDW175 PRIOR TO STARING
CONS)RUCI0N. (7115PECI011 WILL BE ACCOMPLISHED BY A REPRESENTATV£ OF IRE CITY OF RENTRI) IT SHALL BE THE
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CONSTRUCTION. RESPONSIBILITY TO NOIFY THE UTLI7Y DEPARTMENT 24 HOURS IN ADVANCE OF BAC(FIELING ALL
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6. CONTRACTOR IS SOLEZY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CON57RUCTON AND FOR IRE
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SAFETY OF Wt7RKERS AND OTHERS ON 7HE CONSTRUCT011 S 17E
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7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 OBTAIN STREET USE AND ANY 07HER RELA7ED PERMITS
PRIOR. 70 ANY CONSNUCION.
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8 PLANS APPROVED BY 7HE CITY OF RENTON PUBLIC HVRKS DEP4R7MENT SHALL TAKE PRECEDENCE OVER ALL.07HER _
PLANS
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A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 517E WHENEVER CONSIRUCION IS IN PROGRESS.
I 10' UN.
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10 7HE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON NTH AN AS -BUILT DRAWING OF )RF SANITARY SEWER SYSTEM
• -� _
- WHICH HAS BEEN STAMPED BY A LICENSED PROFESS IOWA[ ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11. BACKER[[ SHALL BE PLACED EOUALLYON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6
6' BUILDING SEWER PIPE
/
INCHES MAXIMUM DEPTH OF 8 INCHES" ,THOROUGHLY TAMPING EACH LAYER 70 95X OF MAXIMUM DENSITY. THESE
COMPAC7ED LAYERS MUST EXTEND FOR ONE PIPE DIAME7ER ONEACH SIDE OF THE PIPE OR TO THE SIDE OF 7H£ TRENCH.
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MATERIALS TO COMPLETE THE FILL OVER ?HE PIPE SHALL BE 7HE SAME AS DESCRIBE 0. - -:
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12. OPEN CUT ROAD CROSSINGS FOR UTLITY TRENCHES ON EXISANG /RAVELED ROADWAY SHALL BE BACCTILCE0 NIH
TEE WNH 6" SIDE OUIET I CLEANODT- -SEE
DETAIL LEFT
CRUSHED ROCK AND MECHANICALLY CCWIPAC759 LUIS INTO EXTSING ASPHALT SHALL BE NEA7LINE CUT A77H A SAW /N A
CONTNUOUS LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATIIY AFTER- BACKRLL AND ?COMPACION.: A
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PERMANENT HOT M/X PATCH SHALL BE PLACED W97H/N 10 DAYS AND SHALL BE PER CURRENT CITY OF RENTON STANDARDS
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13 LA7UM SHALL BE CITY OF RENTON".. NA 09 1988 (ME7ERS) AND MAD 198311991 (ME)ERS)'..
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14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULOF/ED. OR 0771ERM9SE STABILIZED 70 7HE SAISFAC77ON OF 7NE
2'k 4 STUD SERVICE MARKER PAINT UPPER
'SEWER"
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DEPARTMENT FOR THE PREIDVION OF OW-517f EROSION AF7FR 7HE COMPLETION OF CONSTRUCTON.
PGR77ON W7.7 /7£ AND LABEL WITH -
3'" HIGH BLACK LETTERS WRAP 0 WRE
15 ALL PIPE AND APPURTEiVANCES SHALL BE LAID ON A PROPERLY PREPARED: FOUNDA77ON:IN ACCORDANCE WIl SEC77ON
": AROUND THE PIPE, EXTEND IT TO FINISH
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7- 02.3(1). OF THE CURRENT STATE OF WASHINGTON - STANDARD SPECIRCAIONS FOR ROAD. AND BRIDGE CONS7RUCA0N.:. TNIS
SHALL INCLUDE NECESSARY LEVELING OF 7HE TRENCH B07TOM OR 7HE TOP OF THE FOUNDAAON MATER /AL AS MELL AS
GRADE AND ATTACH IT TO 7HE 2"x4" STUD.
PLACEMENT AND COMPAC77ON OF REOUND BEDDING MATER /AL TO UNIFORM GRADE SO THAT THE ENIRE LENGTH OF PIPE
WILL BE SUPPOR7W ON A UNIFORMLY DEN5E UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE . AND
BELOW THE PIPE
SIDESEWER DETAIL!
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16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKEED ASTM D 3034" SOR 35 0900 OR
DUC77LE IRON CLASS 50. SANITARY SEWER FORCE MA/I✓ TO BE CEMENT LINED DUC77LE IRON PIPE CONFORMING TO LA7EST
NO SCALE
REVISION OF AWWA C710 & C711, 7H/CKNESS CL 52
-
17 IN UNIMPROIED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6 °. AND A MAXIMUM OF IS- ABOVE RNIS110 GRADE.: IN
PAVED AREAS, COVER MUST SLOPE IN ALL DIRECAONS TO MATCH PAVING.
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18. ALL SANITARY SEWER IMPROVEMENTS SHALL BE 6ONSTRUC7E0 IN ACCORDANCE W N THESE APPROVED PLANS ANY
DEV/A77ON FROM THESE PLANS WLL REQUIRE APPROVAL FROM 7H£ OWNER, ENGINEER AND APPROPR IATE PUBLIC AGENCIES.
- - -
19. 1OCA77ONS OF ROADWAYS BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX /MATE FOR D IMENS IONED - - - - - - -
- - - - - - - - - -
LOCA27ONS OF THESE IMPROVEMENTS REFER 10 THE ARCHI)EC7URAL 517E PLAN. IMPROVEMENT AND 57RUCIURE LOCA77ONS
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SHALL BE RECD SET BY ATE ENGINEER AS REOUIRED. -
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20 ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPEC /FICA IONS ALL MANHOLES SHALL HAVE A
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MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BETWEEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE
ADJUSTED TO FINISH GRADE PRIOR TO FINAL PAVING OR LANDSCAPING.
21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95X OF THE MAX /MUM DRY DENS 17Y PER ASTM D-1557-70
(MODIFIED PROCTOR), FOR THE FIRST THREE FEET ABOVE THE PJPE- 7HF_ _REMAIN /NG_RACKR"AY�F10. 90%JF JJOTJN
AN AREA OF FU77JRE PAVEMENT OR 57RUC7URAL FILL. 7RENCH BACI(RLL. AND COMPACION SHALL BE COMPLETED -PRIOR TO
7FS771VG LINES FOR LEAKAGE.
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22 ALL SIDE SEWERS SHALL BE A MINIMUM 6' DIAMETER AND HA A MINIMUM SLOPE OF 20X PROPER OT CORNERS
AND /OR .BUILDING LOCA77ONS AND FINISH GRADES SHALL' BE ESTABLISHED IN THE FIELD PRIOR -. TO ANY SW
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CONS)RUCRON. SIDE SEWER TEE STA77ONS ARE REFERENCED FROM THE NEAREST 90MV57REAM MANHOLE. THE
CONTRACTOR SHALL MA /NTAN ACCURATE AS -BU /LT RECORDS OF ALL SIDE SEMP LOCA77ONS ALL SIDE SEWERS SHALL BE
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7£STED AT IRE 77ME OF MA /N LINE 7ES77NG. PIPE MATERIAL SHALL BE C900 FOR DEPTHS OIER 15:
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23 WHERE A NA7ER MAIN CROSSES ABOVE 7HE SANITARY SEWER, AND LESS 7HAN 3'0' OF WR77CAL CLEARANCE EX157S
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BETWEEN 7HE TOP OF SEWER AND 90770M OF WATER MAIN, 7HE SEWER SHALL BE CONS7RDC7ED OR RECONSNUCMD WIN
DUC77LE IRON PIPE (CLASS 50) FOR A MINIMUM HORIZONTAL DISTANCE OF 10' ON EACH SIDE OF 7HE WA 75? MAIN CROSSING.
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24. SANITARY SEWER MAIN LINES (8° D/AME7ER AND LARGER) SHALL NOT BE CON57RUC7ED ANY CLOSER THAN 10 FEET T0.
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ANY BUILDING OR 5 FEET TO ANY CARPORT.
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25 NEW CONNEC17ONS 70 EX15271VG FACIL/I£S SHALL BE SEALED OFF UN77L UPSTREAM CONS71FUC7701V IS FIN /SHED, TESTED,
CLEANED AND ACCEPTED. ALL 00NS7RUCTON DEBRIS AND WA7ER SHALL BE REMOVED PRIOR 70 OPENING. THE SEAL ALL
7ES77NG SHALL BE IN 7HE PRESENCE OF A CITY OF RENTON INSPECTOR.
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26 PRIOR TO ACCEPTANCE OF 0007RUCI0N AND /OR ISSUANCE OF OCCUPANCY PERM /TS, ENGINEER /SURVEYOR- CERARED
AS -BUILT DRAWINGS MUST BE PREPARED OF All SANITARY SEWER FACTLIAES
-
27 INSTALL FALL RESTRAlN7 SYSTEM IN ALL SANITARY SEWER MANHOLES OVER 20 FEET DEEP. FALL RESNA /NT SYSTEW
SHALL BE SURENACT CLIMB /NG AM9 FALL PR07£C77ON SY57W AS YANUFA07ZIRED BY "MILLER FALL PROTECION°
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60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUC77LE IRON PIPE.
1:35 MIX
CONCRETE
BLOCKING /�PMIrJ 2� P P gL GKIN6
2X MN SLOPE
HORIZONTAL
6" SIDE OUTET 7FE
SEWER MAIN
SEWER MAIN
CONCRETE BLOCKING ANGLE
`O OF TEE AT MAIN OVER 25' TYPICAL SIDE SEWER ELEVA77ON
ELEVAAON
NOTE
UNLESS OTHERNSE SHOWN ON PLAN" SIDE SEWER SHALL HAVE A MINIMUM 4'
COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST. HOUSE
ELEVATON, WHICHEVER IS LOWER.
UNLESS OP ERWSE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON
SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEE BANDS WHEN
CONNEC77NO NEW STD£. SEWERS TO EXISTNG MAIN
W)RIFIED CLAY, PLAIN AND REINFORCED CONCRETE" D.L PIPE AND CL PIPE
S£MER MAINS ARE TO BE COREORILLED
SIDESEWER DETAIL-//
NO SCALE
7imE - &
O�'P of T d; RECOMMENDED
FORAPPROVAL
2 0 BY DATE —
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BY. DAIE�
awes 4 -26 -07 BY 9A7E- —
5 -30 -06
Com 74 711 NE 29th Place Suite 101
Bellewe, Washington 98007
DESIGN 425.885.7877 Fax 425.885.7963
ENG ®INEERING' PLANNING- SURVEYING_
.SANI ARYSEWER DETAILS
CORE JOB/ 05171.
(I i,, �. - _3-- jam;.... C5.31
M
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SCALE: 1 " = 40'
0 20 40 80
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NW1/4 &NE1,/4, SEC. 10, TINP.23N., RGE. "5E., W.M.
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- - - DATUM
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BY DATE
LEGEND -- -
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CITY OF RENTON -NAND 1988
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PROPOSED STORM ORA /NAGS — — — — — — — — —
PROPOSED SANITARYSEWER -----------------
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425.885.7877 Fax 425.885.7963
10, TOIINSH /P 23 NORTH, RANGE 5 EAST., W.M. PER KC.A.S.
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