HomeMy WebLinkAboutzS-411501Setd-
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T.L. 324320-0130 R-4 A6 1
T.L. 324320-0140
ADDRESS:16332 SE l
132ND ST -
ADDRESS: 16326 SE
132ND ST I R-4 ® __
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T.L. 324320-0150 -
ADDRESS: 16320 SE
132ND ST
SSMH #1A, 48"�
T.L. 32432I PER COR STD 400.1' R-4 /
ADDRESS: 163/0 310 S SE W/ COVER & FRAME 0
j2ND RST4 I PER COR 401 w / SSMH #1, 48"0
KING C00NSTA: 7+53.70, 6.00 RT I PER COR STD 400.1 T.L. 132305-9027
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_ RIM: 465.62
NTON_ _ \ SD - - - - - - So IE=452.33 10- (W)
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PER COR STD 406.1� d l III I
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T.L. 145750-0021
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10,658 S.F. LOT 5 � SEWER 0 25.0% I TRACT* -
SEWER ®20.0% (o A PER COR STD 406.1 ` 9, 450 S.F. / TREE TRACT
9, 62 7 S.F. PER COR STD 406.1 ' ' '
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LOT 5 SS STUB • • • LOT 7 SS STUB � I
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/ FG=469.0E 13 LF 6" PVC SIDE - + FG=466.2E
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SSCO (TW) 13 LF 6" PVC SIDE 2,780 S.F. LOT 6 SS STUB 460
PER COR STD 403.1 I SEWER 0 6.5% 42 LF 6" PVC SIDE STA.=22+71.43, 32.00' ,LT / 11
LOT 3 PER COR STD 406.1 SEWER 0 6.5% JFG=463.5E o �=
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T.L. �750-0025 - 1 64 �464
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FG=461.5E R.,O.W. _ /
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W/ CO R & FRAME I KING
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� SEWER ®10.0% � STA: 40 29.PER COR 013, 0.00' \ /
RIM: 459.54
T.L. 132305-9058
ADDRESS: 13235 166TH AVE SE
IE=450. 0 10" (NE)
142 LF 10" PVC ®2 B9% IE=449.�0 10" (S)
1
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CONTINUATION - SEE SHEET 16
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433
IAIL
SURVEYED:
SDM
DESIGNED:
01 3
REVISIONS PER CITY COMMENTS DATED 612312021
CID0710112021
NEM
w�
2
REVISIONS PER CITY COMMENTS DATED 410712021
CID0410812021
DRAWN. TLK
a T �0,
ssIONAL�
1
REVISIONS PER CITY COMMENTS DATED 112512020
PMD
1111212020
CHECKED:
0710112021
NO.
REVISION
BY
DATE
APPR
EDM
APPROVED: CJA
SCALE:
1 "=30'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
SEWER CLEANOUT TABLE
SSCO #1
RIM=464.84
IE=453.55
SSCO #2
RIM=468.34
IE=460.70
SSCO #3
RIM=464.90
IE=453.57
SSCO #4
RIM=468.55
IE=460.85
Know what's below.
Call before you dig.
• CITY OF
RENTON
Planning/Building/Public Works Dept.
OF)
0 5 10 20 30
SCALE 1 " = 30' cx:)
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SEE SHEET 12 FOR SEWER
STANDARD NOTES
NOTES:
• SEWER MANHOLES TO BE INSTALLED
PER COR STD 400.1 SEE DETAIL SHEET 14
S411501
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Q
DEVELOPMENT ENGINEERING WASTEWATER UTILITY
Brianne Bannwarth 07/01/2021 ' Ann Fowler 07/02/2021 I.
SKYHORSE SHORT PLAT
PR 17-000438
SEWER PLAN
O
C�
DATE:
1111212020
O
FELDBOOK:
PAGE:
DRAWING NO:
1460.3
/ ^
SHEET: Q OF. 19
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D=Slgn Envelope ID: OFECF5S6.602A-4E4A-B436-A317AA638878
SURFACE WATER STANDARD PLAN NOTES:
DocNSign Envelope ID: BEECF5B6-602AAE4A-B436-A317AA638878
SURFACE WATER STANDARD PLAN NOTES:
D❑cDSign Envelope ID: 7CDD888C-CB43-439E-9366-C6DBBOFBBBB7
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THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE
APPLICANT SMALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES,
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS. A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND PEDERAL PERMITS PRIOR TO CONSTRUCTION.
3- ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITIDN OF THE CITY OF RENTON SURFACE
WATER DESIGN MANUAL (RENTON SWDM}, RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTKW PREPARED BY WSDOTAND THEAMERMAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO
CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS 9144L BE AT NOADDITIONALCOST TO
THE CITY-
4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NDT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER,
SEWER, GAS, ELi=CTRICAL. ETC.)- GLANS FoR STRUCTURES SUCH AS BRIDGES, VAULTS, AHD RETAINING WALLS REOUIRE=A SEPARATE REVIEW AND APPROVAL BY
THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER BRA114AGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO TF,= APPROVED PLANS. ANY DEVIATION
FROM THE APPROVED PLANS WILT REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY,
S. ACOPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
S. THE LOCATIONS OF ALL EKISTING UTI ITIES SHOWN HEREON HAVE BEEN ESTADLISHE ❑ DY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL
R T M 1 P[ P
THE EFORE BE GON9IDERED APPROXIMATE ONLY AND NO NECESSARILY COMPLETE. S THE SOLE RESPONSIBILITY OF THE APPLICANT CANT AND THE A PLIOANT'S
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT
SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS-9UIL7 DRAWINGS ALL
UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A
CONFLICY "VS,
T. VERTICAL DATUM SHALL HE NAVO 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY.
REFERENCE BENCHMARK, DATUM, AMC) ELEVATIONS SHALL BE NOTED ON THE PLANS-
U. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(1410-COMPACTION AND
MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. 114 PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BAC1SFiLL SHALL
BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92%OF MAXIMUM DRY DENSITY.
9- OPEN GUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY TkE CITY AND NOTED ON THESE
APPROVED PLANS, ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS.
10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE
DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED.
F I SMALL B T O AND EN OP K} tl I N Titl WITH. V CONSTRUCTION ACTIV ES E
11. ALL FLOW CONTROL AC LNIED AL 1; INS ALLF ERAT N PRIOR TO OR N GONJU C N V71 . AN CON& UO DN T7T' UNL S OTHERWISE
APPROVED BY THE CITY.
12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD
SPEDIF{CATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OK THE TRENCH BOTTOM OR Tkr YCP OF YHE FOUNDATION
MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THATTHE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE. UNYIELDING RASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00. 220.10, AND
220.20.
13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, ORB INSIDE AND OUTSIDE,
14, ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL RE FITTEDWITH DUCTILE IRON, DOLT -LOCKING LIDS PER THE CITY STANDARD PLAN
204,10.204.0, 204.30, AND 24490. STRUCTURES SHALL HAVE:
RECTANGULAR OR ROUND, SOLID LJDS WHEN NOT COLLECTNG RUNOFF. ANO OUTSIDE OF THE ROADWAY.
• ROUND, SOLI❑ LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROATIWAY, BUT OUTSIDE OF THE CURBAGUTTER LINL
• ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE P09LIC RhGNT•OF-WAY OR N AN EASEMENT TO THE CITY. AMVATE STRUCTURE LIDS OUTSIDE
PUBLIC REGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO.
16. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE W THTABLE 4 A EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWOM.
16. LIDS OF MANHOLESICATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHCLE7CATCH BASIN RIMS
SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS GTHHTWISE SHOWN.
4 17- ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT -OF -WRY 9HALL BE OF BUFFHCLENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE
DRIVEWAY TO THE BOTTOM OF THE DITCH.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TOSCALE #NTS}
STD. PLAN - 267.00
PUBLICwORKS SURFACE WATER STANDARD PLAN 1yaA 0:
PR DEPARTMENT NOTES (1 OF 2) GAG 9/28/2018 1
'ftA, W".xe,rmnn.,w GATE
Encompass,
ENGINEERING & SURVEYING 4�0�
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433
:45
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATEb IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPUCABLETO THE PROJECT, i'IOWEVER, THE
APPLICANT SHALL NOT RENUMBER NOR EO1T THE REMAINING NOTES, IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES,
10. ROCK FOR EROSION PROTECTION OF RCAUSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE II) FOOT
AND SHALL MEET THE FOLLOWING SPECIFICATIONS:
+ 4-51NCHROCKF40-70%PASSINI4;
• 2 -4 INCH ROCK f 30 -40% PASSING: AND
. LESSTHAN2INCHROCK!10-20%PASSING.
19. FODTINO DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE
CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROWO BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS.
20. THE END OF EACH STORM DRAIN -9TUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT-L(YCKING LID MARKED 'STORM' SHALL BE LOCATED AT THE PROPERTY
LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRANAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.OD.
21- ALL STORM SYSTEM E747ENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSE IN WASHINGTON STATE, AND GUT SHFFTS SHALL BE PROVIDED
TOTW CITY PRIOR TO CONSTRUGTION-
22. ALL NEWLYAINSTALLED AND NEWLY -REHABILITATED (PUBLIC ANO PRLATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
ACCORDING TO THE CITY STANDARD PLAN 268A0. CCTV INSPECTIONS AND REPORTS SHALL Sr SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL
PROJECT CURBS, GUTTERS ANDFOR PAVEMENT.
23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7.04.3I1) OF THE WSDOT STANDARD SPECIFICATIONS
AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCEAT THE SAME TIME THE MAIN STORM IS
TESTED.
24- FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE. TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL
EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN
20d,00,
25, ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AKDIOR LIABILITY
CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OFTHE STORM
SYSTEM PROVIDED DURING CONSTRUCTION.
26. ADECUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE ECUIPMEW. FLAGGERS. AND ANY OTHERACTIONS NEE❑EO TO PROTECT THE LIFE, HEALTH, AND SAFETY OF
THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED
RIGHT-OF-WAY THAT MAY INTERRUPTNORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDDT
STANDARD SPECIFICATIONS 1.10 TEMPORARY TRAFFIC CONTROL SHALL APPLY.
27. PROJECTS LOCATED WITHIN THE CITY'S AQUIVER PROTECTION AREA IAPA} SHALL COMPLY WITH SPECIAL REOUIRPMd NT NO OF THE RENTON SWDM AND AQUIFER
PROTECTION REGULATIONS (RMC 4-3-(1501.
24. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASINWANHOLE LIDS, CLEANOUTTS, INLETS. ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF
STREET TRAVEL LANES BIKE LANES SEWALKS AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACEDN I A
SIDEWALK OR CROSSWALK SHALL BEOWEDWITH A NON -SLIP OR NON-811<143 LI❑ PI=R ADA REQUIREMENTS,
29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT.
30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4,2A A2 OF THE RENTQN SWOM-
31, CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOU13H TO ABSORB WATER AT A MINIMUM RATE OF 20INCHES PER HOUR 1MMEDUITELY AFTER THE
PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY fOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO
CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 6 GALLONS OF WATER IS POURED ONTO THE
PAVEMENT SURFACE ALL AT ONCE, IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIOERED TO MEET THE
MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER LOCO SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE,
THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDU❑TF0- FOR LARGE AREAS (E-G.. PARKING AREAS), TESTINQ OBSERVATION MAY BE ACCOMPLISHED WHILE
WALKWG BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER ATA RATE SIMILAR TO THE BUCKET TEST- PERMEABLE PAVERS SHALL BE TESTED USING
ASTM C1781.
UN LE55 OTHERWISE NOTED, DRAW I-W 15 NOT TO SCALE (NTS}
STD. PLAN - 267.10
V* PUBLIC WORKS SURFACE WATER STANDARD PLAN PAR a-
R PEPARTIMENT NOTES {2 OF 2) GAZ 9/28/2018 1
Nkmav Baer-§'N4.ranr I, DATE
:45
WASTEWATER LMLITY STANDPJW NOTES
1. ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY
OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS.
A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988- HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 1963I1991 UNLESS OTHERWISE APPROVED BY THE CITY. BENCHMARKS
AND MONUMENTS $HALL 13E REFERENCED ON THE APPROVED PLANS.
3. A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL 13E REQUIRED PRIOR To STARTING NEW
CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RFSPONSIBILITY TO SECURE ALL NECESSARY PERMITS,
INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION. INSPECTION WILL BE ACCOMPLISHED
BY A REPRESENTATIVE OF THE CITY. IT SHALL HE THE: CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC
WORKS INSPIELCTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION-
4- THE HOURS OF WORK M THE STFZEET RIGHT-OF-WAY SHALL BE PER CITY 8PECIFICATI0NS DIN WEEKDAYS
UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC
CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-DF-WAY,
S. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES DF CONSTRUCTION AKD
FOR THE SAFETY OF VVCRKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL.
CAL q
STATE AND FEDERAL REQUIREMENTS.
6. 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 TID AVOID DAMAGE OR DISTURBANCE.
THE CONTRACTOR SHALL OBTAIN A DIG TJCKET IN ACCORDANCE WITH RCW 19-122 A MINIMUM OF TWO
BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE A COPY OF THE DIG
TICKET ON SITE AT ALL TIMES,
7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH
OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT DF
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 THE PIPE SHALL BE
EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (Mll9).
8. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVUy RUBBER-GASKETED ASTM D 3034, SDR 35, OR
DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY.
9. SANITARY SEWERPIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE WALL BUILDING FOUNDATION ETC.
0 f )
UNLESS APPROVED BY THE CITY. IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL,
BUILDING FOUNDATION, I=TC-), fr SHALL BE ENCASED IN A STEEL CASING THAT EXTENDS A MINIMUM OF 5 FEET
OUTSIDE OF SAID STRUCTURE. STEEL CASINGS SHALL SE DE&GNED BY A PROFESSIONAL ENGINEER LICENSED
IN THE STATE OF WASHINGTON AND SHALL HAVE A 3I8-INCH MINIMUM WALL THICKNESS AND SHALL BE OF
SUFFICIENT SIZE TO ALLOW [INSTALLATION OF THE SANITARY SEWER PIPE WHILE MAINTAINING CLEARANCES AS
RECOMMENDED BY THE CASING SPACER MANUFACTURER- STAINLESS STEEL CASING SPACERS SHALL BE
INSTALLED ON THE SANITARY SEWER PIPE AT DISTANCES THAT PROVIDE ADEQUATE SUPPORT TO PREVENT
SAGGING. THE ENDS OF CASINGS SHALL BE SEALED WITH WRAPAROUND FLEXIBLE END SEALS.
10- OPEN -CUT RDAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE
SACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9 03.9(3) ANO MECHANICALLY
COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY,
11- ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
THE STANDARDS AND SPECIFICATION DF THE CITY AND THE LATEST EDITION DF THE WSDOTIAPWA STANDARDS
AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS &
SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED
ON A UNIFORMLY DENSE, UNYIELDING BASE, PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN
405.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION DF
T3HE CITY FOR THI= PREVENTION OF ON -SITE EROSION 130TH DURING C01NISTRUC71OIN AND AFT5R THE
COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL-
13. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTQN WITH A RECORD DRAWING OF THE SANITARY SEWER
SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
PROFESSIONAL SURVEYDR.
STD. PLAN - 413
PUBuc WORKS WASTEWATER UTILITY APB `D
(9 DEPARTMENT STANDARD NOTES GAZ 9/11/2019 1
•.Wrw ----,n- DATE
SURVEYED: SCALE:
SDM VERTICAL: NAVD 1968
DESIGNED:
1 "=30' HORIZONTAL: NAD 1983/1991
3 REVISIONS PER CITY COMMENTS DATED 612312021 CP 0710112021 NEM
2 REVISIONS PER CITY COMMENTS DATED 410712021 CP 0410812021 DRAWN. TLK
ONE INCH DATUM
1 REVISIONS PER CITY COMMENTS DATED 112512020 PMD 1111212020 CHECKED: AT FULL SCALE
EDM IF NOT ONE INCH
NO. REVISION BY DATE APPR I APPROVED: CJA SCALE ACCORDINGLY
:12 PN
Know what's below.
Call before you dig.
CITY OF
RENTON
Planning/Building/Public Works Dept.
S-411503
R-411510
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING t %
Brianne Bannwarth 07/01/2021 '
SKYHORSE SHORT PLAT
PR 17-000438
CONSTRUCTION NOTES
DATE:
1111212020
PAGE
DRAWING NO:
14603
SHEET: 12 OF.
7
61
7 1
MANHOLE FRAME AND
SEE STD. PLAN, 401
ADJUSTMENT RINGS AND MORTAR JOINT°
SEE NOTE 5
CONE ('ECCENTRIC)
RUBBER GASKETEn JOINTS IN
ACCORDANCE VVITHI ASTM C-443
STEPS - POLYPROPYLENE
SHALL BE INCLUDED
CONCRL'TE kISER RY PIPE INC-,
OR APPROVED EJUAL-
LADDER-`10L1•PROP ILENE
SHALL 6E ATTACHED 10 MANHOLE
MAX. PIPE SIZE - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF
.A.
.8-
V
.D.
.E.
48" MH
48
6" MIN.
5"MIN
24" MIN,
21" I.D.
54 MH
` 4
8" MIN,
5 5" MIN.
24" MIN.
24" I,D-
n.Q" MN
i?u"
8"tlhJ.
6" MIN.
4.2" MIN,
30" I,D,
(yr7�
i
STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2.
STEPS ARE TO BE IN PLACE BEFORE MANHCII.E SECTIONS ARE INSTALLED.
3.
CASTING SHALL BE PER STD PLAN 401-
4.
MANHOLE SECTIONS TO BE 17F REINFORCED PRECAST CONCRETE.
5.
ADJUSTMENT OF THE CASTING TD GRADE SHALL BE PER STD PLAN 105. THE USE Of SHiM5 IS PROHIBITEC+
6.
.SANITARY SEWER MANHOLES 5HALL HAVE Al L INTERIOR 51JRFACE3. INCLUDING i,HANNEUNG,
(li
COATED (SEALFtT) WITH A HIGH SOLIDS JFETHANE COATING. WA55ER MC-SHIELpCDA7 100 OR
`L
APPROVED EQLIAL; COLOR OF COATING SHALL. BE WHI'rF
0
7
RUBBEN GA5KETECI JOINTS SHALL BE IN CONFORMANCE )PITH ASTM C-443
B.
CHANNEL HEIGHT SHALL 9E A MINIMUM OF S/4 OF THE IN5:DF DIAMETER OF THE LARGEST PIPE,
-OR.
9,
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK .ADAPT KOR-N-SEAL BOOTS OR
(n
APPROVED EQUAL
u i
10.
IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF E" AND A MAXIMUM OF If"
ABQVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RING POUFEDI AT .;RARE
IN FAVED AREAS, CVVER MUST SLOPE IN ALL DIRDYTICNS TO IAATCH PAVING.
11
MANHOLE..� �•:-=P 20' DEEP SHAL_ BC A MINIMUM OF 55" IN 01AMEYE'R
� J
0 STD. PLAN - 400"1
PUBLIC WORKS STANDARD SANITARY MANHOLE PRD 9/1112019 I
PUBLIC WORKS
DEPARTMENT GAZ "''�I �� DEPARTMENT
DATE
v /
\J )
\�IOr
V
w
w
117
OR 6" HEIGHT
TWO A3 BAR HOOPS FOR 17 HEIGHT
RECTANGULAR ADJUSTMENT SECTION
#3 BAR EACH CORNEF
#3 BAR EACH SIDE
#3 BAR EACH .....
PRECAST BASE SECTION
#3 BAR EACH CORNER
18' MIN
iW BAR HOOP
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
12
PLAIN CONCRETE
ALL METAL PIPE
Ir
CPSSP*
12"
(STD. SPEC. O-O&M)
SOLID WALL PVC
Is,
(STD. SPEC 9415.12(1))
PROFILE WALL PVC
15°
(STD. SPEC. 9-05.12(2))
NOTES
1. As acceptable a9ematives to the rsbar shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specificabons), or
Wire mesh having a minimum area of 0.12 square inches per foot shall
be used with the minimum required Mbar shown in the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed in the
knockouts.
2. The knockout diameter shall not be greater than 20". Knockouts shall
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
minimum gap between the knockout wall and the outside of the pipe.
After the pipe is installed, fill the gap with joint mortar in accordance
with Standard Specification 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
4. The frame and grate must be installed with the flange down.
5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
7. All pickup holes shall be grouted full after the basin has been placed.
8. All grade rings and casfings shall be set in mortar in acmrdance wfth
Standard Specification 9-04.3.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
Y
* PUBLIC WORKS CATCH BASIN TYPE 1
STD. PLAN - 200.00
Z DEPARTMENT
tp MARCH 2O08
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433
BOLTHOLE _
EQUALLY :F,4-k 1
APAPT ON
RENT
SEWER
COVER & FRAME
PLAN VIEW
25' DIA
j Er;35mlc]
3/4'
E.I4�+, ,
r•,r•i] E1+41•li�]
COVER SECTION VIEW
1
E573mP1]
25 J /4' D!A
�114• [6z„•I;, DIA E27r9r•I]
r•IEC,PR.ENE GASKET
L
5/8, _+ B' DIA CL OPEN
I:I6Mm] C5�4rImI
E7 5!1E DP%
EG94mml
34 11�' DIA_
COVER BOTTOM VIEW
BOLTING DETAIL
1/4
r6mm'
�1 I
ve•
i iriril ,
II
GASKET GROOVE DETAIL
RECESSED Not to Scale
LIFT POCKET FRAME
oO 3/4" LETTERING "SEWER" 1 -0, DIAMETER
SEWER (2) BOLT SOC. (ALLEN HEAD) - IJ
n 5/8" - 11 X 1.5 STAINLESS
oIIL��� STEEL
REF. PART #00981 T 77
8" CLASS "B" SAND OR
10- 1/2" 5/8„ ASPHALT EXPANDABLE
12-1 2
1/4
LI
2-1/4„
BOLT DETAIL
45' (1 /8) BEND
4v
V
} SEND
FOAM
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES;
1. 8„ AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
NOTES: No. 3695 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
FRAME SECTION VIEW I. ALL- COVERS SHALL HE LOCKING LID FER -AST 2. IN UNIMPROVED AREAS, POUR A S„ THICK. 2'-D" SQUARE
JORDAN IRON WORKS INC. NO 3117C1 OR ECILIAL CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
2 USE FRAME AND COVER FOR STORM (SPEL'IF-
"DRAIN" ON COVER), SANITARY {SPECIFY
SEWER"}. rR WATEF `PECIFY "WAT--'
STD. PLAN - 401
PPR&D UR PUBLIC WORKS
MANHOLE FRAME AND COVER GAZ 9/11/2019 1 DEPARTMENT
nA rr
CATCH BASIN FRAME AND VANED
GRATE PER STD. PLAN 204.00
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION (TWO SECTIONS MAX.)
- MORTAR, (TYP.). SEE NOTE 5
4'MIN
28" MAX
16, MAX.
FLAT SLAB TOP
48', 54'. CO. 72", 84'.
96". 120- OR 144'
SEE NOTE 6, TYP
15' MAX
FOR
MAINTENANCE -
STEPS OR
LADDER �•
L -
`-
12' (TYP 1
I24"o
,
t'MIN.
'O'RING �.
2.5' MAX.
REINFORCING STEEL. (TVP. )
IN
• MIN
12" MAX
1T +
GRAVEL BACKFILL FOR PIPE ZONE
12'
BEDDING PER WSDOT STD.
SPECIFICATION SECTION 9.03. 120)
6'
8'
SEPARATE BASE
INTEGRAL BASE
PRECAST
PRECAST WITH RISER
NOTES:
1 NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS.
THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE
SLOPED TO FACILITATE CLEANING.
. THE RECTANGULAR FRAME AND GRATE MUST BE
INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE
CAST INTO THE ADJUSTMENT SECTION.
4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2'
MINIMUM TO 2.F MAXIMUM PROVIDE A 1.6• MINIMUM GAP
BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE
PIPE AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04 3
5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET
IN MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3.
WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE
CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE
ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO
AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF
THE SAME MATERIAL AS THE CONNECTING PIPE
7 MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS
S. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH
9 ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION
PUBLIC WORKS
DEPARTMENT
(D
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
THICKNESS
MIN. BASE
THICKNESS
MAXIMUM
KNOCKOUT SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
48'
4'
6"
36"
8`
54"
4.5"
8"
42"
8"
sw
5'
8`
48"
e"
7r
6'
a"
60"
12,
1.e'
IF
72'
1r
96"
8'
12"
84"
12'
120"
1(r
tr
1.
12'
144'
12"
1r
108'
1r
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
CPSSP'
SOLID WALL
PVC T
PROFILE WALL
PVC I
49"
24"
30"
24'
30,
30'
1.
1.
36'
Xr
36'
36"
60"
39"
42'
39
42'
42"
72
42"
54"
42'
48'
48.
84'
54,
s0'
94'
48'
48"
96"
50"
7r
e0•
48'
48"
120"
1.
84-
6O'
48'
48"
144'
78"
98'
6T
CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC, 9-D5.20)
'STD. SPEC, 9-05.12(1)
ISM. SPEC. 946AW)
CATCH BASIN TYPE 2
UNLESS OTHERWISE NCMD, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 201.00
°GAZ 9/28/2018 I
"w, •"4m,,,.,,,", DATE
:4s
8" OR 6" CLEANOUT
FOR SANITARY SEWER MAIN
ISOMETRIC
W (SEE NOTE 7) LIMITS OF PIPE ZONE
1 011
�.
BEDDING MATERIAL. FOR
.•
-
f
SANITARY SEWER PIPE
%
O.D. OF PIPE
(SEE NOTE 5)
/
FOUNDATION LEVEL
/X
BEDDING FOR SANITARY SEWER PIPE
NQTES
I. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3- COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE- HAND TAMP ONLY-
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS.
5, PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)'
OF THE STANDARD SPECIFECATIONS OR PEA GRAVEL.
6- PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7- TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
I u. r-Lx tit - •FVJ.L
�
GAZ 9/11/2019 1 PUBLIC WORKSDEPARTMENT
DATE
I
�OLT-DOWN SLOT, I 1r1'
EE DETAIL AND
IOTE 1
y4• j�
1 1I/4'
I 61a'
rl
BOLT•DOWN SLOT DETAIL
SEE NOTE 1
LETTERING
20' I
5.
24'
5'
7 OR 8 EQUAL SPACES
5'
IT
DIRECTION OF FLOW
I 3'
1518- MAX -J
SECTION A
SECTION B
NOTES:
1, BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 6fB'-11 NC x 2' ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY
MANUFACTURER.
2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
REQUIREMENTS
3, FOR FRAME DETAILS, SEE STANDARD PLAN 204 00
UNLESS ORIERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.20
,•,�. PUBLIC WORKS
RECTANGULAR VANED GRATE
R
GAZ 9/28/2018 I
ate DEPARTMENT
DATE
01
3 REVISIONS PER CITY COMMENTS DATED 612312021
2 REVISIONS PER CITY COMMENTS DATED 410712021
38375
GISTEg 1 REVISIONS PER CITY COMMENTS DATED 112512020
SIONAL
n-7 /n1 N0. REVISION
SURVEYED:
SDM
DESIGNED:
NEM
CP
0710112021
CP
0410812021
DRAWN: TLK
PMD
1111212020
CHECKED:
EDM
BY
DATE
AP P R
APPROVED:
CJA
:4!
�A
PIPE BEDDING
FOR SANITARY SEWERS
/I
oI
77-FLOW
_N
�
51
OUTFACE
TO STRF�41
DUMP
NO POLLUTANTS
TOP
49
/\
ICESSED LETTERING
vi
ISOMETRIC
STD. PLAN - 405
REM:
GAZ 9/11/2019 1
u.,.,,..... RATE
I
I
1rr
BOLT -DOWN SLOT.
SEE DETAIL AND y4.
= TE ,
I 1 114'
I
I 518'
I
BOLT -GOWN SLOT DETAIL
SEE NOTE 1
1'
5'
5"--
20' I
s"
1
5"
SECTION B
NOTES:
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES. AND
COVERS. UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 51W.11 NC x 2" ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM LOCATION OF BOLT -DOWN HOLES VARIES BY
MANUFACTURER.
2- REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
REQUIREMENTS.
3. USE ONLY IN SAGS ON VERTICAL CURVES.
4 FOR FRAME DETAILS, SEE STANDARD PLAN 2D4.OD.
UNLESS OTNE RWISE NOTED, DRAWING IS NOT TO SCALE IN r51
STD. PLAN - 204.30
PUBLIC WORKS
RECTANGULAR BI-DIRECTIONAL
°R D
.�
�" DEPARTMENT
VANED GRATE
GAZ 9/28/2018
-
DATE
SCALE:
111=30'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM M
4
Know what's below.
Call before you dig.
0 CITY OF
RENTON
Planning/Building/Public Works Dept.
; i, LX' SEWER MAIN
i i i l PROPERTY LINE
!� SPOOL i i mi I I
(LENGTH AS NEEDEO] I 1 3'-D' MIN.-{
6" SEWER STUB I I FUTURE 4" SIDE SEWER
/ nE----------3
r / 2"14 4" STUD MARKING POST PAINTED
I I 16" CAP WHITE WITH THE WORD -SEWER" STENCILED
V5EWER MAIN TEE x fi" TEE i i i j to 3" HIGit BLACK LETTERS AND jib W RE
SIDEWALK i ' x WRAPPED AROUND THE STUD AND
I I I I i a ExTENDED TO THE TOP OF THE STUD.
COUPLING (ll'P.] L__--_-_--J : a�
6"k8"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
I r APPROVED EQUAL, SPECIFY "SEWER" ON UD),
• c�5 CLEANOUT TO 6E CENTERED IN A 2'x2' CONCRETE PAD,
I Lti CONCRETE PAD TO BE 19" IN DEPTH.
-- ------ -----
BEND AS 1 g"
EXISTING SANITARY REQUIRED
�SEWM MAIN �2-0% MIN. SLOPE '13
` FUTURE 4" SIDE SEWER
6" SEWER STUB�6"x6"xS" WYE FUTURE 6% 4" REDUCER
SEWER MAIN 512E X 6" TEE
ACCEPTARLE PROCEOLJRES FOR SIDE SEWER CONNEC?ILWS TO EXISTING SEWER MAIN
A. VITRIFIED CLAY MAIN -- CUT IN A NEW PVC "TEE" USING "STRONG -BACK- Fi.EXIELE COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW PVC "TEE' USING "STRONG -BACK" FLEX11LE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
�01R APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A RDMAC SADDLE (OR APPROVED EQUAL)
E. LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP. ETC.): CUT IN A NEW PVC "TEE, USING
STRONG -BACK" FLEXIBLE COUPUNGS (FERNCO OR APPROVED EQUAL).
F. HDPE - CORE -DRILLED NTH A ROMAC SADDLE. "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER.
G, MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
i
dJ�
3000 WsEwrR
JE•'w' G
CONBLO'L`S -:HORIZONTAL
$" MISEWER MAIN
MAN
CONCRETE BLOCKING ANGLE
QF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER
NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5'
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
SIDE SEWER STUB STD. PLAN-406.1
PUBLIC WORKS PPR n:
� ❑EPARTMENT INSTALLATION GAZ 9/11/2019
(SEWER MAIN TO PROPERTY LINE) w µl DATE
LETTERING
BOLT HOLES - 3 PLACES
EQUALLY SPACED 120' APART ON
23 1/16' OIA. B.0
V DIA. PICKHOLE
PLAN YIESS •,- _. •.•IING
25 DU. 1.
-L_1_ j
y4"
z 112'
[_8
3/4"
(TYP.)
(31 SILT SOC. (ALLEN HEAD I
WS"-11 x 1.5 SS RUBBER
WASHER
EON BOLTING DETAIL
261fr DIA
25 1/4' DIA.
174' DIA. NEOPRENE GASKET 1/4' 1 U18"
16'
8 1/e"
R118'
7
23 3fW DIA CL OPEN
GASKET GROOVE DETAIL
27 W16' DIA.
34 1f8' DIA
FRAME SECTION VIEW
NOTES:
1 ALL COVERS SHALL BE LOCKING LID PER Ei No. 3717C1
OR APPROVED EQUAL
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NT51
Bs STD. PLAN - 204.SO
PUBLIC WORKS STORM ROUND FRAME AND COVER P►Z 9/28/2018 1
VDEPARTMENT
OATE
cr
0-
NOTE:
CITY ONLYOBERENTON USED ONOGO THOSEALL R - 411512
LIDS WITHIN CITY OF RENTON
RIGHT-OF-WAY S- 411504
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Q
DEVELOPMENT ENGINEERING A01%k FAnn
WATER UTILITY "� �
Brianne Bannwarth 07/01/2021 ler 07/02/2021
O
Z
DATE: L�
SKYHORSE SHORT PLAT 1111212020 cry
PR 17- 000438 FIELDBOOK:
PAGE: O
DRAWING NO:
CONSTRUCTION DETAILS 1460 3 �'
SHEEP: GF
14 :19
W
QO
3
z
X1 � 0 1 -GRA�EL-
LLJ I 1
� <
I w 1 I /
SSMH #2 48-0
PER COR STD 400.1 1 1
\ W/ COVER & FRAME
-
CONTINUATION -SEE SHEET 17
--
� "
T.L. 132305-9023 I
134D8 1647H SVE SE
22 LF 6" PVC SIDE
/ I SEWER ® 2.0% MIN
/ CB 117A, TYPE 2, 48" MH
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STA:23+11.30, 5.34' LT I I z^ STA:44+03.74, 8.00' LT z z I I r w
T.L. 132305-9058 13404 164TH SVE SE > z
RI 60 69 °� I I L RIM 457 66 CB 16 TYPE 2 48" MH z O �'
NORTH
0 5 10 20 30
SCALE 1 " = 30'
IEM450.24 10" (N) x I I a z N IE=44731 18" (NW) W/ SOLID LOCKING LID U 1 �: w h / Jo
NOTES:
\ I IE-45014 10" (SW) T.L. 132305-9058 w N o IE=44731 18" (S) STA•46+5095 839' LT �� U 1. DEWATERING IS NOT ANTICIPATED. IF
•'
I
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o
�
o
-
NEU
475
470
465
460
455
450
445
440
435
C�
W
, DDRESS: 13235 166TH AVE SE 1 1 8" PVC SEWER ® 1.00% c� �° U DEWATERING IS REQUIRED, CONTRACTOR WILL
FOR FUTURE EXPANSION 0 Q INSTALL SIDE SEWER RIM. 464.78 }" z
IE=446.06 18" S o L WORK WITH CITY AND COUNTY INSPECTORS TO
x 39 LF 12 PVC SO ® 5.82X _ 1 z OUTSIDE r 5°/ INSTALL SILT FENCE AND O $ DETERMINE BEST METHOD TO PROCEED. AT NO
464-_1 -- a II /� /
CB #20, TYPE 2, 48" MH STRAW WATTLES AS NEEDED IE=446.06 18" (N) I g POINT SHOULD SILT LADEN WATER BE
\ X z / (DOWNSTREAM) OF / m 6" PVC SIDE SEWER TO PROTECT ADJACENT 132305-9 86 1 l I N > z
W/ SOLID LOCKING LID 46 3�' SSMH #4 48"0 w - m THE MANHOLE /5° I - DISCHARGED TO EITHER THE STORM OR SEWER
i 2 _ " Ln z ®2.0% MIN PROPERTY MAINTAIN ACCESS \ Y
PER COR STD 400.1 SSMH 5 48 0 u x SYSTEM.
STA: 40+05.89, 12.31' LT - - - I # (rYP[cALJ w TO EXISTING RESIDENCES/ I
RIM: 460.00 r L _ \ I W/ COVER & FRAME PER COR STD 400.1 x - � n 11 zo / \ 1
SSMH #3 48 0 / I PER COR 401 W/ COVER &FRAME PVC / z' -� X - x x _
IE=452.74 12" (E) PER COR STD 400.1 \ 1 STA:41+70.91, 0.00' PER COR 401 1 = 2. 6" SIDE SEWERS SHALL BE EXTENDED TO THE
®0 S° - cc x v� x z x x - x - x / J I EDGE OF ROW FOR ALL LOTS AND CAPPED FOR
IE=452.74 12" (W) W COVER &FRAME / RIM: 455.67 - -� Q o J " / Y d' - z FUTURE CONNECTION.
� / � STA:43+46.55 0.01 RT m T z _
-z DER -cam �, ° �m J / ---- ��-- ---- -
1/ IE=446.50 10" (N) RIM: z - -5 o J 00 247 LF 18" PVC SD 6 0.51%
31 LF 12" PVC o _ - \ Q - -6�-0� - - ('-$ 56.'� " r 3. ALL SIDE SEWER STUBS SHALL MEET CITY OF
STA:40+29.13, 0.00 I IE=446.50 8" (E) IE=445.50 10" (N) Y q56 =-- =
SD ® 1. Off z RIM.459.54 0 - ""O - " ( ) - _- / c 45+00 � � � _ _ - W ■ y -- +00= - RENTON STANDARD PLAN 406.1. SIDE SEWER
�- � IE-446.50 8 W IE-445.40 10 SE -
29 LF 10" PVC - IE=_450.00 10" -P45R PO / 1 I IE=446.40 10 (S) - - - - - - - - / / 0 - - ,\ - \� / _ STUBS SHALL HAVE A MINIMUM OF 2.5 FEET
SS b 0.50% - O - 1� - - - - - /1 J - �� I �F5 LOWER THAN THE LOWEST HOUSE
\ Y IE-449.90 10 S - COVER AT THE PROPERTY LINE AND BE
-
142 LF 10 PVC SS ®2 39% FLOOR L NATION A 2'X2' CONCR TE PAD WILL
M /
x x -
.. \ - x
= 456 42+00 176 LF "PVC SSA ■ 0.519 43+00
0 oM , 3+00 - ■
z 1 +0 / 2+00
299 LF 12" PVC SD ® 1.57-9 164TH AVENUE S.E. /
460
6 -
"
- -462
- _
- -
CB /18_ TAPE 2, 48 MH
- W/ SOLID LOCKING- LID - 33 LF 18" PVC
i -
CB #19, TYPE�1; 48 MH i - -
- - - -464-
8" PVC SEWER ® 3.46% PER
-
STA:43+-1717, 7.17' RT SD ® 0.43%
-
\X
_
1.0LID-OCKING LID -
- - PLAT OF MAPLE HIGHLANDS_ -
- - -- - - _
--
RIM:456.37
I
_ _
STA:40+25.21, Y.3fi �T i -
- - - -466-
- - __
N
o
IE=44775 12" (N)
IE=447.75 18" (S)
w
RIM. 460.00 i
IE=452,43112" (E) � / - - -
- - 468- -
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w
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STA: 43+46.55, 8.24' RT
/
RIM: 45Z 12
/
466- -
IE=447.61 18" (N)
�
IE=447.61 18" (SE)
i
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i31tf IF 10" C-900 SS_� a.501K - - - - - N 3 �� - Q BE REQUIRED FOR THE CLEANOUT WHERE NOT
LOCATED IN A PAVED SURFACE.
-- - -� - /�-� i L -M�_ M M M 3
M �- M ,M M \ M M - - - ` 4. ALL TREES SCHEDULED FOR REMOVAL IN
M I `�' - - - _ - / - �E - KCROW WITH AN OD OF MORE THAN 4 INCHES
- - - - z SHALL BE MARKED IN THE FILED AND
SSMH #7 60"0
PER COR STD 400.1 I� APPROVED BEFORE REMOVALS.
i - N a W/ COVER & FRAME z
SSMH #6 48 0 - I " m o PER COR 401
PER COR STD 400.1 0 6 PVC SIDE SEWER STA: 46+89.88, 0.00' I ()
W/ COVER & FRAME ®2.0% MIN Q RIM: 465.41
PER COR 401 o I m IE=466.98 i l � IE=443.60 10" (N)
STA:43+79.47, 0.00' o z 0£ Sl IE=443.50 10" (E)
RIM:45783 o I U J
z " IE=445.25 10 (NW) � CD
0 58 LF 18 PVC IE=445.25 6" (E) 't r v ' _
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IE=456.81
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+50.95, 8.39
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78
1
=446.06 1
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1
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W/ SOD
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LID
STA:4
+05.89, 12.31
LT=
STA:
3+23.53, 1
.38' LT
RIM: 460.
00
IE=45
.74 12" (E)
r..
r
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//
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z
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CB 17A
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o ¢
Lu
l
STA: 22
+23+23.53, 1
1
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RI
:456.37
W/ SOLID LOCKINGLID
ID
W/ SOLID LOCKING
z
w cn
w
RIM: 46
IE=45243
.00
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12(E)
IE=447.7
12" (N)
STA: 43+46.55, 8.
4 RT
STA: 44 03.74, 8.0
LT
IE=4477
18" (S)
RIM. 4 7.12
RIM. 457 66
/
- 8
- 4 4 7-
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.61 18" (SE)
IE=447.
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H 48
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Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. - Cle Elum, WA 98922 - Phone: (509) 674-7433
42+00
43+00
xrL
OFFSITE UTILITIES-1
HORIZ. 1 "=30'
VERT. 1 "=5'
01
3 REVISIONS PER CITY COMMENTS DATED 612312021
�� 2 REVISIONS PER CITY COMMENTS DATED 410712021
38375
�EGISTEg 1 REVISIONS PER CITY COMMENTS DATED 112512020
SIONAL
07/01/2021 N0. REVISION
44+00
SURVEYED:
SDM
DESIGNED:
NEM
CP
0710112021
CP
0410812021
DRAWN: TLK
PM D
1111212020
CHECKED:
EDM
BY
DATE
AP P R
APPROVED:
CJA
45+00
SCALE:
VERTICAL: NAND 1988
1 "=30' HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
46+00
Know what's below.
Call before you dig.
CITY OR
RENTON
•
Planning/Building/Public Works Dept.
475
470
465
460
455
450
445
440
435
Q
J
i
w w R 4 115 14
47+00 47+20 S- 4 1 1 5 0 5
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Q
J
attL
DEVELOPMENT ENGINEERING • � I WASTEWATER UTILITY
Brianne Bannwarth 07/01/2021 Ann Fowler 07/02/2021
SKYHORSE SHORT PLAT
PR 17- 000438
OFFSITE UTILITY IMPROVEMENTS
O
Z
DATE: Lu
1111212020 V)
FIELDBOOK:
PAGE: O
DRAWING NO:
1460.3
SHEEP: OF
16 :19
Ct-
Ln
d-
■
0
V)
3
WORK SHOWN ON THIS SHEET WITHIN SE 135TH & 166TH AVE
SE IS IN KING COUNTY RIGHT OF WAY. A PERMIT WILL BE
REQUIRED FROM KING COUNTY PRIOR TO THE START OF WORK
RESTORATION WITHIN KING COUNTY R-O-W SHALL COMPLY
WITH KING COUNTY ROAD STANDARDS
CONTINUATION -SEE SHEET 16
�I III�•I
T.L. 145750-0033
CB#16, TYPE 2, 48" MANHOLE I 1 I 247 LF 18" PVC SD
W/SOLID LOCKING LID I I� �' .� 0 0.51%
STA:46+50.95, &39' LT f
RIM=464.78 / I,' .� / 310 LF 10" C-900 SS 0 0.50% EX. CB
COORINDINATE WITH OWNERS
RIM=452.74 SSMH #8 48"0 TO MAINTAIN ACCESS TO
IE=446.06, 18" P,S) 472 NV=451 .14 12"CONC-NNW EXISTING DRIVEWAYS
Y ( ) PER COR STD 400.1 INSTALL SILT FENCE AND STRAW
G COUN NV=451.09 (12"GONG-S) W/ COVER & FRAME WATTLES AS NEEDED TO PROTECT
KIN PER COR 401 ADJACENTOPROPTING RESIDENCES
STA:49+97.43, 0.00'
oN �jj 1 I 4' CYCLONE FENCE 6 VC SIDE SEWER 02.0%MIN I - RIM.454.25 "
RENT w y j 3" PVC (N) 3 PVC (N) IE-442.00 10 (W) 6 PVC SIDE SEWER ®2.0% MIN 324 LF 10 PVC SS ®2.93%
�w� r 1 ..' I x IE=454.32 6" VC SIDE SEWER ®2.0% MIN IE-453.52 IE=441.90 10 (E) " 6" PVC SIDE SEWER 6" PVC SIDE SEWER POINT SHOULD SILT LADEN WATER BE
M J W w 12" CONC (W) 6 PVC SIDE SEWER ®2.0% MIN / / DISCHARGED TO EITHER THE STORM OR SEWER
- f 7 I / /� 12" CONC
(W) T.L. 132305-9096 12" CON IE=454.36 0 2.0% MIN 0 2.0% MIN /l 11 SYSTEM.
SE 135T \ q \ = (E) T.L. 132305-9057 T.L. 132305 9061
H ST. �� 1 IE=453.44 2" CONC (W) T.L. 1 305-9075 ` CYCLONE ENCE SSMH
_ \ _71 _ _ _ / _ _ _ _� T.L. 132305-9066 2" CONC (E) --4�4 12 CONC (W) 2" ONC (NE) / PER COR STD 400.1 2. 6" SIDE SEWERS SHALL BE EXTENDED TO THE
��aa5 nn IE=4 .24 49" EDGE OF ROW FOR ALL LOTS AND CAPPED FOR
�� - - - E=451 .13 12" CONC (E) I I W/ COVER &FRAME
\ - �� -454 - - / - I 30' RO)W� I \ IE=447.10 _ 12 ADS PER COR 401 FUTURE CONNECTION.
e - - sD ' -® - -456 - - - - - - _ i � 3" PVC (NE) IE=44 4 1 2" IE=�437 77 STA 53+21 19 0 00'
GUARDRAIL \ -._ - - - -so - _ 1
IE=443.88
-I d- - --- ---- F454- -
1---------- - - _ _ - -
E I.. W. w w _ OVV -SD--
W w1
T.L. 947596-0160
SSMH #7 60"
PER COR STD 400.
W/ COVER & FRAM
PER COR 40
STA:46+89.88, 0.00
RIM: 465.4
IE=443.60 10" (N
IE=443.50 10" (E
345 LF 18" PVC S
00.507.
z
O
y
x
0 5 10 20 30
-20 ' /
SCALE 1 " = 30'
/ J
28"/ i
/°" NOTES:
�1 1. DEWATERING IS NOT ANTICIPATED. IF 2
l / 6" DEWATERING IS REQUIRED, CONTRACTOR WILL
WORK WITH CITY AND COUNTY INSPECTORS TO
l l 1 DETERMINE BEST METHOD TO PROCEED. AT NO
I E- 44)v. 9 0 (E) / I RIM: 439.88 ' 3. ALL SIDE SEWER STUBS SHALL MEET CITY OF
IE=432.40 10" (W) RENTON STANDARD STUBS SHALL HAVE ALAN 406.1. SIDE MINIMUM OF 2.5 FEET
co IE=432.30 f0" (S) OF COVER AT THE PROPERTY LINE AND BE
LJE?/ ESE=E w _ W w 30' o 0 0 \ 3-5 FEET LOWER THAN THE LOWEST HOUSE
_ FLOOR ELEVATION. A 2'X2' CONCRETE PAD WILL
E - ter. -......
\y - .-5i- -1T1 I--� BE REQUIRED FOR THE CLEANOUT WHERE NOT
E x - x x - w - w� 30' ROW ' ��
/ SE 135 H S .
D-!S - - - E E-_ _.-E � '4�4- � �- w � - / �� ... �. �-
1 \ 12" C NC E' - - s so - - - - - _ o d _ �� _...: _ \ \ T.L. 722970-01C LOCATED IN A PAVED SURFACE.
' ADS E - -x / -
( ) - w
E I. I CIE=459.83 IE=454.71 - APPROX. ® - E- D E S° E E = w_ - W - w w j � I 1 4. ALL TREES SCHEDULED FOR REMOVAL IN
1
l C EX. CB LOCATION �E - s° - w� 4. KCROW WITH AN OD OF MORE THAN 4 INCHES
RIM=453.92 WATER MAIN 12" CONC (E) �� E so - - w -W "�_\w - I'^ SHALL BE MARKED IN THE FILED AND
z INV=450.52 (12"CONC-N 308 LF 10" C-900 SS 0 0.49% IE=453.08 APPROVED BEFORE REMOVALS.
�. C� INV=450.52 (12"ADS-W) 1 - CONC (E) 3" ADS(S) 12" CONC (E) I. �
O p - 4' CYCLONE FENCE INV=450.52 (14"ADS-` ` T.L. 772970-0005 L. 722970-0015 E 450.74 IE 448.38 IE=445.96 F 1/2" CONC
- IE=442.59
I. 3N < O 6" PVC SIDE SEWER 0 2.0% MIN = CONC (W) 12" CONC (W) 12" CONC E
D R� rY E=451.36 ( ) 12" CONC E /
� O OUN IE=449.05 IE=445.07 ( )�,-
I j � _KING 6" PVC SIDE SEWER 0 2.0% MIN T.L. 722970-0020 IE=444.47 3" PC/C (SW) \ I hij �I
M T.L. 772970-0025 IE=43 .
� 0 6 PVC SIDE SEWER 0 2.07MIN T.L. 722970-0030 8 33 J
m 12" CONC (SE) 24" CMP S
0 6" PVC SIDE SEWER 0 2.07MIN E=436.72 E=434.01
z 302 LF 10" PVC SS 0 0.40%IIyl
�. Q
K OC 4' CHAIN LINK
--i z FENCE\V/
30'
I I i I T
CONTINUATION -SEE SHEET 19 CONTINUATION -SEE SHEET 18
465
460
455
450
445
440
435
430
46+80 47+00 48+00 49+00 50+00 51+00 52+00
OFFSITE UTILITIES-2
HORIZ. 1 "=30'
VERT. 1 "=5'
VHILIp
Al
Encompass
r�� of WAs�
���j jr/r��.�
�q o jJl
SURVEYED: SCALE: -
VERTICAL: NAVD 1988
SDM „ , HORIZONTAL: NAD 1983/1991
1 -30
ENGINEERING & SURVEYING
♦
01 3
REVISIONS PER CITY COMMENTS DATED 6/23/2021
CID 07/01/2021
DESIGNED: NEM
Western Washington Division
2
�°
REVISIONS PER CITY COMMENTS DATED 4/07/2021
CID04/08/2021
DRAWN:
TLK
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 " Phone: (425) 392-0250
Eastern Washington Division
�Ec sTgR ;�
`%ss 1PMD
REVISIONS PER CITY COMMENTS DATED 112512020
11/12/2020
ONE INCH
DATU M
CHECKED: AT FULL SCALE
407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433
ZONAL
EDM IF NOT ONE INCH
07/01/2021 N 0.
REVISION
BY DATE AP P R
APPROVED: CJA SCALE ACCORDINGLY
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53+20 R 411515
S-411506
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Q
J
DEVELOPMENT ENGINEERING WASTEWATER UTILITY
Brianne Bannwarth 07/01/2021 Ann Fowler 07/02/2021 I-
0
Z
DATE:
SKYHORSE SHORT PLAT 1111212020 cry
PR 17- 000438 FIELDBOOK:
PAGE: O
DRAWING NO:
OFFSITE UTILITY IMPROVEMENTS 1460 3 �'
SHEEP: GF
17 :19
53+00
Know what's below.
Call before you dig.
�. + CITY OF
RENTON
Planning/Building/Public Works Dept.
U
Q
J
t65
00
t60
0
t55
t50
45
t40
05
t30
ALL WORK SHOWN ON THIS SHEET IS IN KING COUNTY
RIGHT OF WAY. A PERMIT WILL BE REQUIRED FROM
KING COUNTY PRIOR TO THE START OF WORK
RESTORATION WITHIN KING COUNTY R-O-W SHALL COMPLY
WITH KING COUNTY ROAD STANDARDS
NORTH
In
0
00
3
LO
I III
I I I I
6" PVC SIDE SEWER 6" PVC SIDE SEWER
0 2.0%' MIN I 0 2.090 MIN I ��
6" PVC SIDE SEWER COORINDINATE WITH OWNERS
n z 0 2.0% MIN I TO MAINTAIN ACCESS TO
SSMH 119 48"0 w EXISTING DRIVEWAYS
PER COR STD 400.1 U w DO
/ \
W/ COVER & FRAME N � w z -
PER COR 401 d II N w n LL o APPROX. LOCATION /
U.
STA:53+21.19, 0.00, w o LF) I WATER MAIN /
T.L. 722970-0100 � � II o II
RIM: 439.88 I N w o
IE=432.40 10" (W N Ld w T.L. 7229 -90
IE=432.30 10"INS)
T.L. 7 2970-0 95 I - - 450-
\
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n - z- -436
0 8� - -436 - �- - -
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N `' \ I 6" PVC SIDE SEWER \
J ( AND STRAW WATTLES
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w ll \ AS NEEDED TO ` STA: 56+23.03, 0.00
11rr442\ 3 �� ° SAWCUT & RESTORE N-) PROTECT ADJACENT \ \ RIM: 443.30
C Z z PROPERTY. MAINTAIN IE=431.10 10" (N)
z N N z PAVEMENT IN KIND (TIP) o II \
o / o w FOLLOW KING COUNTY 0 w ACCESS TO EXISTING � IE=431.00 10" (S)
0, L Lw STANDARDS RESIDENCES
w _ w \� \I / o N T.L. 722970-0030
I I rN 324 LF 10" PVC SS 0 2.93%
:� r�
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CONTINUATION -SEE SHEET 17
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52+80 53+00
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 - Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. - Cle Elum, WA 98922 - Phone: (509) 674-7433
54+00
141L
H
55+00 56+00
OFFSITE UTILITIES-3
HORIZ. 1 "=30'
VERT. 1 "=5'
01 3 REVISIONS PER CITY COMMENTS DATED 612312021
38375 � 2 REVISIONS PER CITY COMMENTS DATED 410712021
REGISTER �;� 1 REVISIONS PER CITY COMMENTS DATED 112512020
SIGNAL
0710112021 N0. REVISION
57+00
SURVEYED:
SDM
DESIGNED:
NEM
CP
0710112021
CP
0410812021
DRAWN. TLK
PMD
1111212020
CHECKED:
EDM
BY
DATE
AP P R
APPROVED:
CJA
SCALE:
58+00
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1 "=30'
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
455
450
445
:ids]
:A1-7
3�1�]
.Pzi]
58+80
EX. SSMH
STA: 58+76.46, 0.03' LT
RIM: 445.02
IE=426.42 10" (N)
EX. IE=426.03, 12" (ESE)
EX. IE=425.98 10" (E)
EX. IE=425.88 10" (W)
Know what's below.
Call before you dig.
% CITY OR
140 RENTON
Planning/Building/Public Works Dept.
0 5 10 20 30
SCALE 1 " = 30'
NOTES:
1. DEWATERING IS NOT ANTICIPATED. IF
DEWATERING IS REQUIRED, CONTRACTOR WILL
WORK WITH CITY AND COUNTY INSPECTORS TO
DETERMINE BEST METHOD TO PROCEED. AT NO
POINT SHOULD SILT LADEN WATER BE
DISCHARGED TO EITHER THE STORM OR SEWER
SYSTEM.
2. 6" SIDE SEWERS SHALL BE EXTENDED TO THE
EDGE OF ROW FOR ALL LOTS AND CAPPED FOR
FUTURE CONNECTION.
J. ALL SIDE SEWER STUBS SHALL MEET CITY OF
RENTON STANDARD PLAN 406.1. SIDE SEWER
STUBS SHALL HAVE A MINIMUM OF 2.5 FEET
OF COVER AT THE PROPERTY LINE AND BE
3-5 FEET LOWER THAN THE LOWEST HOUSE
FLOOR ELEVATION. A 2'X2' CONCRETE PAD WILL
BE REQUIRED FOR THE CLEANOUT WHERE NOT
LOCATED IN A PAVED SURFACE.
4. ALL TREES SCHEDULED FOR REMOVAL IN
KCROW WITH AN OD OF MORE THAN 4 INCHES
SHALL BE MARKED IN THE FILED AND
APPROVED BEFORE REMOVALS.
U
i
S-411507
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Q
J
DEVELOPMENT ENGINEERING WASTEWATER UTILITY
Brianne Bannwarth 07/01/2021 Ann Fowler 07/02/2021 I-
0
Z
DATE: LLJ
SKYHORSE SHORT PLAT 1111212020 cry
PR 17- 000438 FIELDBOOK:
PAGE: O
DRAWING NO:
OFFSITE UTILITY IMPROVEMENTS 1460.3
SHEEP: OF
1 O :19
T L. 722970-0006
N
Ln
3
RIM: 41�4.78
fE=44C06 18" (S)
IE=44906 18" (N)
J
H
LX. 7ZZ LI- 1Z NU 9
7.36%
CONTINUATION -SEE THIS SHEET
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SOLID LOCK
NG LID
TA: 10+13.9
, 0.00
475
RIM.
472.42
(REC
NECT EX. STORM
LINE)
IE=468 50
2" (W)
IE=444.33
8" (E)
IE=444.33
8" (N)
470
CB
6 TYPE 2.
480 MH
-
W/
OLID LOCKING
LID
STAL66
.39 LT
-
RIM
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(S)
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STRUCTURES
OVER
DEEP -00
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REQUIRE
STRUCTURALDESIGN
460
455
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450
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445
440
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7+00
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433
8+00
9+00
OFFSITE STORM OUTFALL
HORIZ. 1 "=30'
VERT. 1 "=5'
xrL
10+00
01
3 REVISIONS PER CITY COMMENTS DATED 612312021
38375
�� 2 REVISIONS PER CITY COMMENTS DATED 410712021
REGISTER �;� 1 REVISIONS PER CITY COMMENTS DATED 112512020
SIONAL
07/01/2021 N0. REVISION
475
470 Uj
465 LU
LU
460 Q
z
z
O
455 I,,
O
450
445
440
CONTINUATION -SEE THIS SHEET
-7 '77
475
LU
LU 470
LLI 465
LIJ
O
460
z
z
O
Q) 455
O
1450
1440
WORK SHOWN IN THIS AREA WITHIN 164TH AVE SE IS IN
KING COUNTY RIGHT OF WAY. A PERMIT WILL BE REQUIRED
FROM KING COUNTY PRIOR TO THE START OF WORK
RESTORATION WITHIN KING COUNTY R- 0- W SHALL COMPLY
WITH KING COUNTY ROAD STANDARDS
C8 #15, TYPE 2, 60" MH
W/ SOLID LOCKING LID
STA:10+13.93, 0.00'
RIM: 472.42
IE=468.50 12" (W)
IE=444.33 18" (E)
IE=444.33 18" (N)
- w w - w - W
100 LF 18" VC ® 0.50%
EX. 122 LF 12" SD
7.36%
E. 1 /4 CORNER
SEC. 14-23-05
CALCULATED POSITION
C 15, TYPE 2 60" MH
W SOLID LO KING LID
S A:10+13.93 0.00
R : 472.42
11+00
CB 1114, TYPE 2, 48" MH
W/ SOLID LOCKING LID
STA:11+14.05, 0.00'
RIM: 456.56
IE=443.83 18" (W)
IE=443.83 18 (E)
o�o �
- w- w
"
4.60% 12+00 12+?6
SD OUTFALL, RIP RAP
OUTFALL PROTECTION
8.5'xl2'x2'
STA: 12+18:18, 0.00'
IE=439.11 12" (W)
I
468.50 12
(W) (REC
NECT EX.
TORM LINE)
1
444.33 18
(E)
I
444.33 18
(N)
\\
_ C
4 TYPE
2 48" MH
I SOLID LOCKING
LID
W
R
456.56
.00
\\
1 _
443.83 18
(W)
1
443.83 18
(E)
STRUC
RES OVER
5' DEEP
` \
REQUIRE
STRUCTUR
L DESIGN
® 0.50%
\
18
PVC Sp
®
_
60$LO
\
CEI
WLQ
SURVEYED:
SDM
DESIGNED:
NEM
CP
0710112021
CP
0410812021
DRAWN. TLK
PMD
1111212020
CHECKED:
EDM
BY
DATE
AP P R
APPROVED:
CJA
SCALE:
11+00
OFFSITE STORM OUTFALL
HORIZ. 1 "=30'
VERT. 1 "=5'
VERTICAL: NAVD 1988
1 "=30' HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
475
470
465
460
455
450
445
440
12+00 12+25
Know what's below.
Call before you dig.
0 �. + CITY OF
RENTON
Planning/Building/Public Works Dept.
NORTH 00
0 5 10 20 30
SCALE 1 " = 30'
61
•
i
R-411516
S- 411508
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Q
DEVELOPMENT ENGINEERING 1 �
Brianne Bannwarth 07/01/2021 '
O
Z
DATE:
SKYHORSE SHORT PLAT 1111212020 cry
PR 17- 000438 FIELDBOOK:
PAGE: O
DRAWING NO:
OFFSITE UTILITY IMPROVEMENTS 1460.3
SHEEP: OF
19 :19 `- J