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Home My WebLink AboutzS-411501SetCN O 1 IJ W 0 g a W W w 3 I I I I I I\ I R-4 T.L. 324320-0130/ Q6 I I ADDRESS:16332 SE 1 - T.L. 324320-0140 132ND ST ADDRESS: 16326 SE R-4 132ND ST I ---- T. L. 324320- 0150 ADDRESS: 16320 SE 1 132ND ST �� 3 SSMH 1 A, 48"0 PER CI I I. r '16,T.L. 324320-0160 I # OR STD 400.11 R-4 � 3 . ADDRESS: 16310 SE W COVER & FRAME I 01 132ND ST PER COR 401 M01 / tY R-4 ,i w \ SSMH #1, 48"0 ING GQUN I STA: 7+53.70, 6.00I RT > I PER COR STD 400.1 T.L. 132305-9027 K R RIM:8472.56 I / W1 COVER & FRAME ADDRESS: 13200 164TH IE=453.58 10 �E)4 3.43 = / PER COR 401 AVE SE STA:10+05.73, 6.00' RT R-4 _ 5 RIM: 465.-62-465. 39 \ \ SD -_ ,� IE=45333 10" (W)451.59 SD -SD- IE= 223 10" (S)451.67 w =� \ S.E:.132N.D\STREET - - - Mn J - APO- w w. -.-.1 w w . w INTX - - - - - w. �w._w.�d19 �. �o. - - cg ._ w y w '� ( ` STA: 10+00.00 SE 132ND ST= -w -w. �p 0 . ��_ -- 1 - --- N GO N . E. r r r U TY .......... ... - ---- _r� - - -_--- I � G _. 6 1 .LF 10".C-900 8 ........... -- T.L. 145750-0027 TA I o .. 1 ...... L . �.� . -- -- - o- ADDRESS: 16307 SE 132ND ST "� 1.1.. " .. • / -460' - R ..... 462 tQ eo e / 64 / I 32 26- LF 6" PVC SIDE al e" 1 - - _ "I SEWER 0 25.0% T- - 3G LF 6 PVC SID - � I - - LOT 1 SS STUB SEWER ®125. 0 PER COR STD 406.1 - - -SS STUB STA.=8+09.68 32.00' RT PER COR I STD 4061 { ■ STA.=20+61.40, 2Z50 RT -� I G. / �FG=466� 469.16 I TACT D �r 6" IE=459:89 460.46 I I EX. HOUSE SS STUB R=46�Ot ■ I I - ST�iR -- -- J STA.=8+90.38, 38.04' RT 6 IE=458.520\ a `� FG=478.6t 470.49 - -- -- -- - - -- 474, IE=459.29 33 LF 6" PVC SIDE \ a LOT 1 I I SEWER ® 20.0% �...... N 10, 657 SF I \ PER COR STD 406.1 .1 ... (CAP FOR FUTURE ADU� Q II I LOT SS STUB I J �66 STA.=20+72.20, 32 60' LT I 1 I I c L ....o ... FG=466�#466.38 1� ADC 1 1 1 \ I \ / I e 1..... + 6 IE=458-6, 457.921 I I 16, I ' . _ . I 226 LF 6" PVC SIDE I \� LOTS I I / c ..I .. "e 11 PER�COR STD 406.1 1 9,450 SF/ �- a I I T.L. 145750-0021 / ADDRESS: 16327 SE I 132ND STj.. - / I w Lu. 11. 1- _ .>- M� - I-1-7 - - - � ✓I '� CO R-4 I .. / / I T.L. 145750-0023 LOT 2 32 - "- 1 l / 10,630 SF I 40, LF 6 PVC SIDE eLL. 17 LF 6 PVC SIDE I LOT 7 / \ I TR�1�IT EiSEWER ® 20.0% I SEWER 0 25.0%LOT 5 PER COR STD 406.1 Ai PER COR STD 406.119,450 SF // ITREE ACT 9 629 �F I ...... M � I I � I LOT 2 SS STUB a LOT 7 SS STUB I / � LOT 5 ss slue I _ .. � � 7 350 SF STA.=22+13.20, 155.88 RT STA.=22+05.77, 34.63' RT o l ' 468.88FG=469 Bf 13 LF 6" PVC SIDE . • . o ._-_. - - STA.=22+02.26, , 2.00 LT / / 1 461. 70 6" IE=461-76 SEWER 06.5% 468.20FG-#66�t - FG=466�f466.74 / T / / I PER COR STD 406.1 459.46 6 IE= `� 6" IE=4578 458 6 / 42 LF 6" PVC SIDE I, / I - - _ / SSCO #4 I SEWER 0 6.5% - I INTX l 1 ( J e STA: 22+33.17 = - - 1 A�H AVE SE � 1 a0 LF 6" PWC. SIDE STA: 30+00.00 TR 'CT A ACCES \ ® #3 _ 6 59r SSCO . 31+88 ---�- 1 I. - 1 - R-4 _-SSC6 #2 - +..p.. �..- _ -. _SSCO f . 0 0 7 I / T.L. 132305-9053 I� / I LOT /3 SS STUB ....... - ,I " / STA.=22+37.24, 155.40' RT e i ..... 27 LF 6 PVC SIDE I / I 469. 3 FG=468 6t / / I SEWER 0 20.0% LOT 6 T.1 J " PER COR STD 406.1 I A / 461.5A6 IE=461.55 / ° L -4, 450 SF SSCO (TYP) 1 LF 6" PVC SIDE �..... LOT 6 SS STUB - - I 460 / " I STA.=22+71.43, 32.00' LT / I � PER COR STD 4031 I /EWER ®6.5% � 42 LF 6 PVC SIDE � LO 3 PER COR STD 406.1 SEWER ® 6.5% i / FG=463.5t464.53 0 SSMH #2, 48"0/ 6" IE=4559$456.17 1 1 , 095 SF ��o`O PER COR STD �40./ 1 ..4OVER & FME a - - /�PER O401 -- -- / I STA: 40+00.00, 0.00' / \ 460.54 RIM: 460.69 -/ / I 450.171E=450i4 10" (N� TRACTIC 45Q.04IE=4 10" (SaNr�k N I j' . STOR 8,868 SF T.L. 145750-0025 - - / I \ 64 \464 6210S 134TH ST LOT 4 SS ST�18 - - - A6� -- ----- -_-- 462 / NtON R_ \ \\ STA.-23+06.30, 7.98 R 2� � 10" PVC 0 9-50% F 461.5t4 2.08 T 28 0.70% - -�- RE �L V r N 6" IE= 6645� 44 � SSMH # 48"0 T.L. 132305-9058 TI l PER CO STD 400.1 ADDRESS: 13235 166TH AVE SE / i K G QQUN / 43 LF 6�" PVC S ` 11 CoV R & FRAME J r IN SEWED 0 10. % PE 401 I STA:49 29.13, 0.00' Lo RIM: 459-.54459.51 1 2 LF` 10" P ® IE= 10" (NE)�9.89 I \l 2.21% IF{� 10" (S)4 9.76 GQUNtY t KING 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 I 6 REVISED PER ASBUILT SURVEY z 5 REVISIONS PER FIELD CONDITIONS 4 REVISIONS PER FIELD CONDITIONS 38375 3 REVISIONS PER CITY COMMENTS DATED 612312021 1 ��`" 2 REVISIONS PER CITY COMMENTS DATED 410712021 `SjONAL 0510112024 N0. REVISION CID 04/17/2024 SURVEYED: SDM CID 0911512023 DESIGNED: NEM CID 0912812022 CID 0710112021. DRAWN. TLK CP 0410812021 CHECKED: EDM BY DATE AP P R APPROVED: CJA SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M SEWER CLEANOUT TABLE SSCO #1 RIM--464.84468.38 IE=453.55 SSCO #2 RIM=468.34 471.96 IE=460.70 SSCO #3 RIM= 464. 90 468.56 IE=453.57 SSCO #4 RIM=468.55-471.76 IE=460.85 Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. 0 5 10 20 30 SCALE 1 " = 30' oo 00 O SEE SHEET 12 FOR SEWER STANDARD NOTES NOTES: • SEWER MANHOLES TO BE INSTALLED PER COR STD 400.1 SEE DETAIL SHEET 14 S-411501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUILT SEWER PLAN 7 ON 91 Q 0 Z L� C/� DATE: 0611712024 FIELDBOOK: PAGE: O DRAWING NO: 22587 SHEET: Q OF:20 3 w 3 U Q J ON C Docu5ign Envelope ID:3B1B34D3-7EOA-476C-ADB3-4329FFEOC1QB Docu5ign Envelope 10: 3B1B34D3-7EOA476C-ADB3-4329FFEOC1O8 Dur.c6on Envelope ID 345B681D-914F-4F2D-AR59-7C1921)3B78A3 v J O J 0- LLJ C/ `L O O N N Z J L, SURFACE WATER STANDARD PLAN NOTES: 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 SHALL NOT RENUMBER NOR EDIT Ti-E REMANING NOTES. IF ADDITIONAL NOTESARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALLBE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUC DON MEETING SMALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY. THE APPLICANT, AND THE APPLICANTS CONTRACTOR- 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WFFH THE LATEST EDITEON OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ($RENTON SWDM), RENTON MUNICIPAL CODE (RMCI, AND THE STANDARD SPFCIRCATIONS FOR ROAD, BRIDGE AND MUNICIPAL pDNSTRUCTIpN PREPARED {1Y WSppT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA}. IT 5!-FALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TQ CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL 13E AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAWGE PLAN DOES NOT CONSTIYUtE AS APPROVAL OF ANY OCHER. CON5TRUCTION (E.G. WATER, SEWER GAS- ELECTRICAL- ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. S. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS S. THE LOCATIONS OF ALL EXISTING LMUTES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT FS THE SOLE RESPON5151LFTY OF THE APPLICANT AND THE APPLICANTS 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 -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EWTS. 7- VERTIM DATUM $HALL BE NAVD 80 AND HORIZRNTAL R DATUM SHALL BE MAD B3 (WA STATE PLANE, NORTH}. UNLESS OTHERWISE APPROVED BY THE CY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. B. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95%MMMUM DRY DENSITY PER SECTION 2.03.N14)O - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATTDN AREAS, ALL TRENCH RACKPILL SHALL SE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. A OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CFTY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TC THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHEOLE$, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE ALE STAKED- t 1 ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL 13E LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHENOTON STANDARD SPECI FIGATIGN FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE T NCH BOTTOM OR THE TOP OF THE FOUNDATION AL I7E RE MATERIAL, A$ 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 BABE ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 2N.10. AND 220,20 79. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1.2. OR 5 INS3DE AND OUTSIDE. m. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FFFMO WITH DUCTILE IRON. BOLT-LOCKINCy LID$ PER THE CITY STANDARD PLAN 204 M 204.20. 204.30. 204.40, AND 204 50 STRUCTURES SHALL HAVE: RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. . ROUND, SOLID DDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY. BUT OtFTSDE OF THE CURWGUTTER LINE . ROUND, SOLID LIDS 'DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHTOF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. SUILOINGS AND OTHER STRUCTURE$ SHALL BE PLACED IN ACCORDANCE WFIH TABLE 4.1 EASEMENT WIOTHS AND BUILDING SETBACKS LINES OF THE RENTON 5WDM 15. LIDS OF MANHOLESIGATCH BASINS WITHIN PUBLIC RIGHT-0E-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE+CATCH BASIN RIMS SHALL BE ADJUSTF-O TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN 17. ALL ORNEWAY CULVERTS LOCATED WITHIN CFTY $lIF. T-OP-WAY $HALLBE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3.T SLOPE FROM t HE EDGE OF 1+15 DRIVEWAY TO THE BOTTOM OF THE DITCH, AdlnbL STD. PLAN - 267.00 PUBLIC WORKS SURFACE WATER STANDARD PLAN La�rtin U DEPARTMENT NOTES (1 ❑F 2) Pastucha$/13/2020 DATE Encompass, ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 20l • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 18:4f SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING 13 A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN TFIE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRER TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT, HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTESARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 18. ROCKS FOR EROSION PROTECTION OF ROADSIflE DITCHES, WHERE REQUIRED. SHALL BE OF SOUND QUARRY ROCK PLACED TG A MINIMUM DEPTH OF ONE 11) FOOT AND SHALL MEET THE FOLLQWING SPECIFICATIONS; • 4 - B INC H ROCK 141) 4IM PASSING; . 2. 4 INCH ROCK i M - 4n PASSING; AND • LESS THAN 2 INCH ROCK (TO - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTE3tCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY, FOOTING DRAINS SHALL NOT BE CONNECTED TOONSITE BMPS. 2U THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT,LOCKING LID MARKED "STORM' OR "DRAIN* SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE PRINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL 8E STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDEL TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED Qv MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTAL I. PROJECT CURBS- GUTTERS ANDIOR PAVEMENT 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 74D4.3I1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CFTY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED. GRADED. LANDSCAPED, ETC.) DF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE ESA"NG DUFF LAYER AND fiATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 2G4.0D 25 ISSUANCE OF THE SULLDIA* OR CONSTRUCTION PERMITS BY THE C17Y DOES NOT RELIEVE THE APPWCANT OF THE CONTINUING LEGAL OBLIGATION ANDIOR L11131LITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT AGGEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AMC, MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT. FLAGGERS, AND ANY OTHER AC-IDNS NEEDED TO PROTECTTHE LIFE, HEAL-TH, AND SAFETY OF THE PUUUIC, ANI) TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PRGVIQEO. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAYTHAT MAY INTERRUPT NORMAL TRAFFIC FLAW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CFTY ALL SECTIONS OF THE W,%WT STANDARD SPECIFICATIONS I -ID TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CnY'S AOUIFER PROTECTION AREA {APR} SHALL COMPLY WITH SPECIAL REQUIREMENT 46 OF THE RENTON SWDM AND AOUIFER PROTECTION REGULATIONS (RMC 4-3-MO). 29. PLACEMENT OF SURFACE APPURTENANCES {CATCH BASIMMANHOLE LIDS, CLEANOLFTS, INLETS, ETC,I IN THE STREET TRAVEL LANE WHEEL PATH. INTERSECTIONS OF STREET TRAVEL LANES. BIKE LANES, SIDEWALKS, AND GROSSWALKS SHALL BE AVOIDED WHENEVER POSS18LE ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA. REQUIREMENTS 2S. 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 4.2.1.A2 OF THE RENTON SWIM. S1. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS SEEN WETTED CONTINUCUSLY FOR AT LEAST 10 MINUTES- COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAYBE CHECKED USING A SIMPLE 9UCK�T TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALLAT ONCE, IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ARSORPTI¢N. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,DBO SQUARE FEET # PERMEABLE PAVEMENT- IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS IE G., PARKING AREAS). TESTING OBSERVATION MAYBE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO T11E BUCKETTEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TD SCALE INTS) STD. PLAN - 267.10 PUBLIC WORKS SURFACE WATER STANDARD PLAN [WOULMIN-7 DEPARTMENT NOTES (2 OF 2) arfin Pastuchk13/2020 MtEgglF iF3i LLU ^,w. 04"D DATE I 8:48 WASTEWATER UTAITV STANDARD NDTES 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 VV800TIAFVVA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVI=D PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION 2 CA-RJM FOR VERTICAL CONTROL SHALL 13E NORTH AMERICAN VERTICAL DATl1M 1988 HORIZONTAL CONTROL $HIAL-L BE NORTH AMERICAN DATUM igOT1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHAM_ BE REFERENCED ON THE APPROVED PLANS 3 A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS. INi�UDING STREET USE PEIRMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF TH£ CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUSIAC WORKS INSPECTOR 24 HOURS IN ADVANCE OF SACKFILLING ALL CONSTRUCTION 4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON 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-OF-WAY 5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND CTHEA-S ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. B. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR OISTURBANCE THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR SHALL HAVE ACOPY 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 1&INCHES. THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE ECUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). 8 SA4 fTARY SEWER PIPE SHALL BE POLYwNYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034. SOR 35, CWCJC905 OR DUCTILE IRON CLASS So, UNLESS OTHERWISE APPROVED BY THE CITY 9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC) UNLESS APPROVED 8Y THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED HY A PROFESSIONAL ENGINEER LICENSED IN T-HE STATE OF W HIN T AS G ON IN ACCORDANCE WITH stANDARo DETAIL 412 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE I WSDOT SPECIFICATION 9-039(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY t1 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANOA.RDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANOARD PLANS 8 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 BEI)MNG SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405 12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF OWSME EROSION BOTH DURING CONSTRUCTION ANDAFTERTHE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR • PUBLIC W OAKS WASTEWATER UTILITY STP.- PLAN - 413 Arr arnrta DEPARTMENT Martin Pastucha�olz6l2 STANDARD NOTES .,,." .,.......,�.n. DATE 6 REVISED PER ASBUILT SURVEY CP 04/17/2024 SURVEYED: SDM z 5 REVISIONS PER FIELD CONDITIONS CP 0911512023 DESIGNED: 4 REVISIONS PER FIELD CONDITIONS CP 0912812022 NEM 3837�5 �'v 3 REVISIONS PER CITY COMMENTS DATED 6/23/2021 CP 07/01/2021 DRAWN:TLK p S`SjONAL � 2 REVISIONS PER CITY COMMENTS DATED 410712021 CP 0410812021 CHECKED: 0510112024 N0. REVISION BY DATE APPR EDM APPROVED: CA SCALE: N/A ONE INCH AT FULL --.- IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 10 1 1 Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. S411503 R-411510 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUILT CONSTRUCTION NOTES DATE: 0611712024 FIELDBOOK: PAGE: 22587 SHEET: OF: 12 20 7 ON u• 0 Z Ln DocuSign Envelope lD 345B681D-914F-4F20-AB59.7C19203B78A3 DocuSign Envelope ID. 7CDD88BC-C843-439E-9366-C6DBBOF8BB87 DocuSign Envelope ID 345B681D.914F-4F2D-AB59-7C192D3B78A3 DocuSign Envelope 10 345B68l D-914F4F2D-AB59-7CI92D3B78A3 DocuSign Envelope 10 345B681D-914F4FZD-AB59-7C192D3B78A3 0 CN l{- I,� Q z J U_ BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586nn) DIA BC (SEE DETAIL) RENTO O SEWER ti ... �. PP COVER & FRAME PLAN VIEW 25' DIA [635nn17/4' r251n' n] 8 3/4' 2 1/2' [222nn1 [64nn1 TYP COVER SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC (ALLEN HEAD) 5/8'-11 X 15 SS RUBBER WASHER BOLTING DETAIL 26 112• DIA [673nn1 25 1/4' DIA I1/4' 1 1/16' 641nn] t t/16' 1/4' (6-) DIA Ir (27nn1 [6nn) r C27nn) NEOPRENE GASKET .1 6. [152nn1 [3nnl -! (R3Bnn] 1161,Iml 23 3/8r594A �L OPEN IA GASKET GROOVE DETAIL 27 5/16' D (694nn1 34 1/8' DI 67nnA [ 8 7 NOTES FRAME SECTION VIEW 1 ALL FRAME AND COVER ASSEMBLIES SHALL HAVE A LOCKING LID PER EAST JORDAN IRON WORKS INC PRODUCT No 00371572 OR EQUAL. 2 USE FRAME AND COVER FOR SANITARY (SPECIFY _�:TLTJ "SEWER") STD. PLAN - 401.1 PUBLIC WORKS SEWER MANHOLE FRAME AND COVER _ -/ DEPARTMENT (CITY -OWNED) Martin PaStUCTI-d26/20z lkl{11DU-LL9U DATE DocuSign Envelope ID: 6EECF586-602A4E4A-B436-A317AA638878 ONE #3 BAR HOOP FOR V HEIGHT INCREMENT (SPACED EQUALLY). SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION E 'L0 � #3 BAR EACH CORNER SFFN� �oTF„ #3 BAR EACH SIDE 1J•' �✓ 03 BAR EACH WAY PRECAST BASE SECTION #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12*CONCRETE ALL METAL PIPE 15" CPSSP•, tY STD. SPEC. 945,20 SOLID WALL PVC, STD. SPEC. 9.0612(t) 15' PROFILE WALL PVC, STD. SPEC. 9.05.12(2) 15' ' CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1 AS ACCEPTABLE ALTERNATIVES TO THE RESAR SHOWN IN THE PRECAST BASE SECTION. FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF D.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0-12 SQUARE INCHES PER FOOT MAY BE USED, 2 THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20' KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO V MAXIMUM. PROVIDE A 1.57 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. I THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4 THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN S. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR. AND THE WALLS MAY BE SLOPED AT A RATE OF 1H-24V 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 INLET HAS BEEN PLACED USE GROUT TYPE 2 FOR #3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH CORNER 1W MIN STANDARD SPECIFICATION W20.3(2). 8 ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 904.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS. RINGS, RISERS, AND FRAMES. 9 MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION. ALTERNATIVE PRECAST BASE SECTION UNLESS OIHERWISF NOT[0, DRAWING IS NOT TO SCALE (NISI STD. PLAN - 200.00 • PUBLIC WORKS APPq E0. DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 I DATE 1 12:' :45 A 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 IT Phone: (509) 674-7433 BOLTHOLES - �3 PLC` EOUALLT SPACED 120' APART ON 23 1/16' (586PIP1) DIA B.0 ESEE DETAIL-' COVER & FRAME PLAN VIEW 1 1 1 t- ' l = I COVER SECTION VIEW COVER BOTTOM VIEW 3) BLT 'MC (ALLEN HEAD) 5/8'-11 X 1-5 SS RUBBER WASHER BOLTING DETAIL 26 1/2' DIA C673mmJ 25 1/4' DIA 1641nrgl Itirvn1 I - '4' (61yn) DIA C27r1 ' 1 1OPRENE GASKETIf 1� 1 =, 78' j C16nnl ._ 3 3/8' DIA CL OF�'EN - 1594nr11 GASKET GROOVE DETAIL 27 T./16' PIA C69i4MMJ 4 1/8' DIA_ _ E.TI• rn NOTES' FRAME SECTION VIEW I- ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No, 3717C1 OR EQUAL. 2 USE FRAME AND COVER FOR STORM (SPE'T Y "DRAIN" ON COVER), SANITARY (SPECIFY ,•-F'NEP-'). OR WATER (`_?.PF(-IF',' "11VATFF,. STD. PLAN - 401 • PUBLIC WORKS DEPARTMENT MANHOLE FRAME PPRD AND COVER GAZ 9/11/2019 DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-8436-A317AA638878 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. 1E MAX. FLAT SLAB TOP 48-.54- ST 7r. BP. 96', 120" OR 1 N'o SEE NOTE 6, TYP, IV MAX. FOR MAINTENANCE STEPS OR LADDER �- 1r RYP.1 �e I- 1 MIN. 2.6' IN REINFORCING STEEL O" RING MIN. 1r 12' MAX. (TYP-) GRAVEL BACKFILL FOR PIPE ZONE 1T BEDDING PER WSDOT STD. SPECIFICATION SECTION 9-03.1213) 8' 6' SEPARATE BASE I ASE PRECAST PRECAST WITH RISER NOTES: 1 NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' GR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3, 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" PROVIDE MAXIMUM. PROVIDE A 15' 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 RING6, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9.04.3. 6 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 PIPEUSE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8, 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 CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 4r 4- 6• 36' 8' Sr 4.5" 8" 42" r 48" r 7r 61 8• 8D" 12' 1. 6 lr 7r 12' 9V 8' 1r 84' tr 120• Io' IT 96- 12' t44' 12" Ir 109" 12' PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CP39P' SOLID WALL PVC PROFILE WALL PVC 1. 1. 3V 24' 30' 1. 54" 1. 36" 30, 36' 36" 1. 36" 42" 36' 42' 42. 72' 42" 1. 42• 48, 48" 1. 54- 6V 1. 48• 1. 96' 60• 72" 60' 4W 1. 120' 1 66" 84' 60• 48• 1 48" 144" 7V 96, W 48• 48" ' CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC, 9-05 20) ' STD. SPEC. 9.0SA2(I) ' STD. SPEC. 9-05.12(2) CATCH BASIN TYPE 2 I UNLESS OTHERWISE NOTED. DRAWING IS NOT TO SCALE tNTS) STD. PLAN - 201.00 PR GAZ 9/28/2018 1 DATE :12 P :45 A RECESSED Not to Scale LIFT POCKET FRAME u I� 3/4" LETTERING "SEWER" 1 -0 DIAMETER II SEWER ® (2) SOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1 5 STAINLESS E_, o a IT STEEL REF PART #00981177 0 1-3/16" T SEE NOTE 3 10-1/2" SAND OR EXPANDABLE = FOAM T 2-1/4" BOLT DETAIL 1�- 14" 4,5 (1/8) BEND CAST IRON RING AND COVER G� P� ,0 J� �O P' PIPE MATERIAL AS SPECIFIED C?� BY THE ENGINEER 45' (1/8) BEND NOTES, 1 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. INC No 3698 (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY 2 IN UNIMPROVED AREAS. POUR A 8" THICK, 3'-0' SQUARE CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106 STD. PLAN - 403.1 .p PUBLIC WORKS 8" OR 6" CLEANOUT DEPARTMENT FOR SANITARY SEWER MAIN Martin PastUCtW26/202 w EMIT DocuSign Envelope ID: 6EECF586-602A-4E4A-B436-A317AA638878 BOLT DOWN SLOT. I ilr SEE DETAIL AND NOTEI 3N' 1 1,14" TI I I I I BOLT -DOWN SLOT DETAIL L _ _ _ SEE NOTE' &F RECESSED LETTERING ISOMETRIC I 12:! NOTES: 1 BOLT -DOWN CAPABILITY IS REWIRED 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- FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.20 • PUBLIC WORKS °q0 OM DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 1 DATE 6 REVISED PER ASBUILT SURVEY z 5 REVISIONS PER FIELD CONDITIONS 4 REVISIONS PER FIELD CONDITIONS �.Q 38375 cy� 3 REVISIONS PER CITY COMMENTS DATED 612312021 o`r`S ONASL 2 1 REVISIONS PER CITY COMMENTS DATED 410712021 N0. REVISION CP 0411712024 SURVEYED: SDM CP 0911512023 DESIGNED: NEAP CP 0912812022 CP 0710112021 pRAwN. TLK CP 0410812021 CHECKED: EDM BY DATE APPR APPROVED: CJA :45 N rW (SEE NOTE 7) LIMITS OF PIPE ZONE 6" BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL / j: /jj . /% O.D. of PIPE BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95X 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 SPECFICATIONS 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. STD. PLAN - 405 PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS Martin Pastuch&/26/202 r�Dseea.wu DATE DocuSign Envelope ID 6EECF5B6-602A4E4A-B436-A317AA638878 �. FLow OUTFACE IO STREAM DUMP MO POLLU TA MS `BOLT -DOWN SLOT. SEE DETAIL AND NOTE 1 1' 5' 5" 5' 2V 5' 5' 24" j 4 EQUAL SPACES -1 Imo- 4 EQUAL SPACES - 1 T I I I 3' T S'8• 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 WW-11 NC R 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 M5.15(2) FOR ADDITIONAL REQUIREMENTS. 3 USE ONLY IN SAGS ON VERTICAL CURVES. 4 FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTE D. DRAWING IS NOT TO SCALE (NTSI STD. PLAN - 204.30 • PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL KPPROWD. DEPARTMENT VANED GRATE GAZ 9/28/2018 1 DATE SEE NOTE 1 1 12 SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOTE CITY OF RENTON LOGO SHALL ONLY BE USED ON THOSE LIDS WITHIN CITY OF RENTON RIGHT-OF-WAY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M Know what's below. Call before you dig. ti C TY OF RENTON Planning/Building/Public Works Dept. :45 m r-T-r -1 �EX. SEWER MAN i i I I I PROPER LINE SPOOL (LENGTH AS NEEDED) 1 3'-0" MIN •"�( II c 6" SEWER STUB I ' FUTURE 4" SIDE SEWER r� 2'K 4' STUD MARKING POST PAINTED !\ CAP WHITE WAIN THE WORD 'SEWER' STEHCIL(I- `SEWER MAN TEE X 6" TEE i I W IN 3" HIGH BLACK LETTERS AND /6 WIRE SIDEWALK I WRAPPED AROUND THE STUD AND ' ' ' EXTENDED TO THE TOP DF THE STUD I I I I I ILL t �.A COUPLING (TV) L_J_L._________J � 3 6"X6'X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVE,, (EAST APPROVED EQUAL. SPECIFN IRON KY "SEWER- ONO LID). OR CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD I E CONCRETE PAD TO SE 8'IN DEPTH rr--------- I l ---I T BEND AS 1� g" REWIRED /EXISTING SANITARY / SEWER MAIN -a ---2 01L 41N SLOPE 1\\ `FUTURE i SIDE SEWER t \ 6' SEWER STUB 6'x6-X6' WYE IFUTURE 6"N 4" REDUCER 1 SEWER MAN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLAY MAIN - CUT IN A NEW PVC -TEE' USING -STRONG-BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). 8 CONCRETE MAIN - CUT IN A NEW PVC "TEE' USING 'STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC t C900 PVC MAIN - CUT R4 NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) 0. DUCTILE IRON MAUL - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "IEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EOAL). F HOPE - CORE-DRILLEO WITH 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 AND USE XOR-N-SEAL BOOTS OR APPROVED EQUAL 1NOTES O R 0 TO INSTALLATION OF A SANITARY SEWER STUB. A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 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 3 SIDE SEWERS SMALL HAVE A MINIMUM i APPROVED Y THE P 2 SLOPE UNLESS OVER B E PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 5 T-1E SIDE SEWER STUB SHALL HAVE PIPE BEDaNC IN ACCORDANCE 0-Ii STANDARD PLAN 405 A `.rWTR STUBS SHA..L RF -: =rALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON SIDE SEWER STUBPLAN-406.1 PUBLIC WORKS INSTALLATION `APP DEPARTMENT Martin PastucbliV26/zoz (SEWER MAIN TO PROPERTY LINE) , DAB DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB34329FFEOC108 121LETTERING BOLT HOLES-3 PLACES EQUALLY SPACED 120' APART ON 23 1116" DIA. B.C. RENTON� 0 DRAIN (1) 1- DIA PICKHOLE PLAN VIEW 1114"LETTERING 2s DIA I:a• L-I 211r E` (TYP.I'1 COVER SECTION VIEW 26 1tr CIA 25 U4' Ohl 1F4' DIA NEOPRENE GASKET � 78' n I I 518' au ..o ., �,. ..L OPEN 27 5116" DIA. 34 VV DIA. COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5 _I I x 1-5 SS RUBBER WASHER EON BOLTING DETAIL NOTES: 1 ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717CI OR APPROVED EQUAL UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - Z04.50 • PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT artin PBstucha8/13/2020 (PUBLIC) ppspmr�p . �;C�:;,-Ah.P6.'14.4D DATE 1 8:48 6]6 • w 14 R-411512 S-411504 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 0 DATE: LLJ SKYHORSE SHORT PLAT 0611712024 Cry PR17- 000438 PAGE:FIELDOOK: ASBUIL T AGEI O DRAWING N0: CONSTRUCTION DETAILS 22587 SHEET: 14 OF: `-' J O CN Lv m Q z I I SSMH 12 48" 0 PER CDR STD 400.1 W/ COVER & FRAME PER COR 401 w STA:23+11.30, 5.34' LT I w z RIM:460.69460.54 m I T.L. 132305-9058 W 0 cn IE=45&24 t0" (N) 450.17, 80' X Q z `' IE=456 fi# iO- (SW)450.04, 80' W 8" PVC SEWER ® 1.00% Q 39 Tp�//� 3.56% FOR FUTURE EXPANSION Q 00 3& LF 120TRVC1W- 8, I I mLo z N ADDR S : 132;5 166TH AVE�E 464- _ �� , /00 CB t� 2, 48 MH -462 \ I SSMH #4 48"0 w - z m LO n Ln W/ �"` L�KtNG-L12 - I PER COR STD 400.1 SSMH 15 48"0 STA:40+05.89, 12.31' LT W/ COVER & FRAME PER CDR STD 400.1 x - L-2 0 460.97 pp" SSMH #3 48"0 460, j \ PER CDR 401 W/ COVER &FRAME - PVC_ 12 (E) 453.64 PER COR STD 400.1 \ / STA: 41� 70.91, 0.00' PER COR 401 SS 12" (W) 4,53.64 yy/ COVER &FRAME / : 4�6 STA: +46.55, 0.01' RT ° z -- PER COR IE--#46 59 10" (N�146.62 RIM: #56$84579 (nVC o STA: 40+29.13, 0.00' C I -1'E= 56-8" (E) 446.62 IE=445.50 10" (N)445.66 Y 6 \ 4�33%^ IE=44fr56 8" (W) 446.73 IE=6 10" (SE)445.56RIM'45' 459.51 LLI PVC Y E=450. fop (NE B .89 M / IE--44tr49 10" (S)448.49% \ IE=#+k9:�J9 10 (S) 44 .i%I10" PVC SS ® -I ' x x xW/ \ +00 42+00 176 LF " PVC SS 9$1%Tr 43+00 -77 Z � � z ,�E J 293 LF 12" PVC SD 44 164TH AVENUE S.E. \ O - 1.54% T� CB #18, TYPE 2, 48" MH Q -----462 -- --_ 3.��`---- W/SOLIDLOCKINGLID- 33 18"PVC CB 19, TYPFt1; 48 MMH / / / - - - 8" PVC SEWER 03 PER STA: 43+-17.17, 7.17' RT SD z # _ - - - -464- - - - PLAT OF MAPLE HIGHLANDS - - - - RIM:45637 456.24 0. 8 W/SOLID-LOCKING LID / / - m IE= 44 5 12" (N) 447 72, (N, W) N STA:40+25.21, Y.31' RT' / / - - - - - - -466- - - - - - _ o IE=4#��5 18" ($)44772 z RIM: 460.00 460.18 / / / - \ \ SDMH #170, KC TYPE 1, 48" OI IE=452.yk�12 (E) 452.34� / / / - - 468- - - \ - - _ o MH () IE= 53 #3 12�S} 452.32 / r- W/ SOLID LOCKING LIDcr- z, STA: 43+46.55, &24' RT RIM:43�2458.08 / 466- - J IE=�6f 18" (N)44756 / ~ IE=44761 18" (SE)44756 / I 475 470 465 460 455 450 445 440 435 W WORK SHOWN IN THIS AREA WITHIN 164TH AVE SE IS IN KING COUNTY RIGHT OF WAY. A PERMIT WILL BE REQUIRED 22 LF 6" PVC SIDE I FROM KING COUNTY PRIOR TO THE START OF WORK SEWER ® 2.0% MIN SDMH #17A, KC TYPE 1, 48" RESTORATION WITHIN KING COUNTY R-O-W SHALL COMPLY MH WITH KING COUNTY ROAD STANDARDS W/ SOLID LOCKING LID STA:44+03.74, 8.00' LT SDMH #16, KC TYPE 1, 48" MH RIM: 4 6645716 W/ SOLID LOCKING LID IE=447-31 18" (NW)446.85 , IE=44731- 18" (S)446.84 I STA:46+50.95, 8.39 LT 13404 164TH SVE SE RIM:464�846 8 INSTALL SILT FENCE AND IE=446 86 18" (S)445. 5° m c I 6" PVC SIDE SEWER STRAW WATTLES AS NEEDED IE=44fr B6 18" (N)445.51 o co , TO PROTECT ADJACENT T.L. 132305-9 x Ln � z ®2.0% MIN PROPERTY. MAINTAIN ACCESS 6" PVC SIDE SEWER , j, � �, IE = 446.25 TO EXISTING RESIDENCES11 i \ Y > o / IE=.47..00 . T . x c> Ez_ x x -x - J .. / Y m -i / 24� o J r' ^47 LF 18" SDR 35 ®�•�4% / :iz� � I W N C� 0 z � r U� wa_ z� � I. �Ln n ii o n caw �. �w z O O U 86 � x I . 45+00 309 Lc"j. . F 10 C-900 SS0 30 it _..M r M M - - _ �--- M PER COR STD 400.1 0 -k-- 6" PVC SIDE SEWER E W/ COVER & FRAME w 3: 0 2.0% MIN ( Q PER COR 401 o I< m IE=46&9 467.60 3 I 0 i STA:43+79.47, 0.00' CD z ,02I 1--'21 RIM:457 458.28 0 z " IE=44-5 10" (NW)445.37 0 0 3 0 58 LF 18PV LO IE=445 255 6" (E) 445.28 � o SD ®�..^�.° IE=445fiS 10" (S) 445.28 J I Y z M z Y 6" PVC SIDE SEWER ~ I I ® 2.0% MIN LLI IE=456.81- 456.80 I CONTINUATION -SEE SHEET 17 x' cnf z Z I. T . w 1 LF 10" C-9 0 SS 0 0.49X z z 1 Q 309 J 0.85% w z EL z oz w HI 0 Q LLl 0 v� F z� = O L Z � Lo � w o �- Q � � . t, / w M M LU W 10 3 3,6�-� - 3- v J 3 FI - z SSM #7 600 PER COR STD 400.1PZ W/ COVER &FRAME Q ccoo PER COR 401 STA:46+89.88, 0.00' co RIM.46&0465.96 Ln IE=448 10" (N)443.22 = z IE=44356 10" (E)443.11 O J U .............. .............. .............. ...... ...... ...... .............. ...... ...... ...... ...... ...... ...... .............. ...... ...... ...... ...... ...... ..... ...... ...... ...... ...... ...... . ,,. W/ SOLID LOCKING ............ LID .............. STA:46 0.95, 8.39 LT .............. . I ........... 445.51 1E 18 S ......... .... CB #20, . I ........ TYPE 2 " MH .............. ............................................................ .................................... 445.51 IE . . .. 18" (N) W/ SO ID LOCKINGLID ...... STA: 4 +05:89, 12 _.. 3f LT- .. .... � .. ...... .... � ... DERAIL. SH ETR 2\ .. .... ...... ......... STA: 3+23.53,.1.38'LT.. .............. ............................................................ .................... ,...... .......... ...... ...... RIM. 460. 97 /......\....... ......... IE- " 12 (E) 453.64 . ............. ............................................................ ..................................... ...................... ..................................... ........ , ....................... ...... . �.-,�... .............. . . . . . . IE- 12" (W '453.64 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r . . . . . .\. . . j! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . tN I� LL CB 419, TYPE 2 6" MH B 1118 TYPE 2 48" MI / \ . z 5 + � I W/ SO ID LOCKING LID W/ SOLID LOCKING LIDSDMH SDMH 178 KC ". E 1 48 H 7A KC T E 1 48" M % a o d STA: 4p 25.21, 12. 1 RT-- . STA: 43+1 :17 7.17 R W SOLID LOCKIN LID .... W/ SOLI COCKING ID .. ..... X GROUND . SANITAR ................ / .............. ...... .. ...... . . Q ::1 I STA: +23.53, 1 .83' RT =178776.2 STA: +46.55, 8. 4 RT STA: 44 03.74, 8.0 LT SEWER CENTERLIN � o Lzu cl'n �. W RIM: 460.18 1321798.2 - N 17 742.77 N=1786 6.98 . IE= 12" (E) 452.34 ..... ...... ...... ...... ... .. RIM: 456.24 E=13 1799.00 ...... E=1321 34:85 ...... ..... ..... . � = 12" S 452.32 = " RIM: 458.08 ."' � IE=. (, 44772 IE= 18 N 447.56 IE= 18" (NW 46.85 1- i_ _ CIE=4 .., ,18" 7.72 12" () . IE= 18" ( )447.56 IE= 18" (S) 4 84 - � � - - . ` . � ..... ...... ...... ...... ...... ...... .............. ...... ...... LWLJ .. ...... ... .......... .............. ............... ................ �.. °ZS W LLI �} LF 12" Pvc ............................................... SO..................................... ®4i0031:4.3% ilw ..0.... .............. ...... ...... ...... .. ...... ...... ...... ...... .......... ...... ...... . ............... .... ...... ...... ..... ...... ...... ...... ...... ...... ...... ...... ...... ...... z LLJ 33S�PVC O O. .. . ...... .. ... .... .... .... ..... .. ...... . -_ ... ....... .. ...... ....... ...... .. .. .... ..... .. ....... ... .. 48% L " 1.227. W .. ..... . . SSM 48 0 " 14 LF 10". p 98 1 54% ... z z PER COR STD 4 0.1 ... ® .... ............................. � 0..51i� ........................... .......... . W/ OVER & FRAME 2.2 LF 1 " SDR 35 z z O PER COR 401 .......... 17 LF f0" PV ............ SS. .................. . . 7-7-7-[7-7-'7-7-7-7-7 . O O STA: +29.13, .00' .............. .. . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . _� RIM: . 459. 1 SS H 48 0 0.4 ° " - 0 SS Q ......... IE= ... NE)449.89, 8" PER CO W/ CO STD 400.1 & FRAME ...................................... S MH 5 48 . ..SSMH IG . n .... ® �� 'E_ 10' S) 449:76......... 48 0 0.66 ° z RLFfi�PCS".... ...... P. R COR 401......... PER C R STD 400. 1 . ..... PER COR TD 400.1 . ^ ® 0..50%0.54%... STA:41+ 0.91, 0.00' W/ CO R & FRAM W/ COVER &FRAME LLJ RIMr455.a7455..76 ................................. ....... ER COR 4 } ..... ........ PER COR .. 01 ..................................... ........................ .......................... SS ". 7 60 0 Cn z SSMH 2 48"0 ....... .............. .......... IE= . , 10" (N) 446.62................................. ............... STA: 43+46 55,. 0.01' R . ..... ........ STA: 43+7 .47, 0.00'. PER CO STD 400:1 ....... O PER COR TD 400.1 IE= 8" E 446.62 RIM: 45794 RIM: 458.28 W COVE & FRAME (� IE= , 8" (W) 46.73 = IE=44;5 10" (NW)4 5.37 PER COR 401 PER COR 01 .......... IE= . 10" (S) 446.49................................. _ IE- 10" � ( 45.56 .. If=44�i5 6" (E) 445 28.................................... STA: 46+ , 9.88, 0.00 .. . ........STA: STA:23+1 40+ .30, 5.34 L 0.00 = ....... ' IE=445fi5; 10" (S�145 28....... ..................................... RIM. .. 465.96 . .. .00, IE= 10" (N) 43.22 "& RIM: T,, • IE=T50.. 460.54 (N) 4. ..17, 8".. .............. ..................................... .......... -33 LF .1.. PVC SS '577 .............. . IE=4 , 10" (E)443.11... . IE= " (SN4 0.04, 8" . m.O. co .CO Ln r11. . . d' I O N �. •- 0. ep 00 0 .� n .�� r'') N. O. .,.C'4. O 00 a0 0) .- Op .- O ._ 0. . . . .� r'") .v . . . . N.�. �• N � .(I.�. n 0. N 0 00 � 0') .� 00 N. rn .� LO .N 0) n. �"� .�. �. .� �- .� co n. cn .�. O � Lc) . '"� � . LO . . . . . � . . . � N 00 et Imo. O. C6 O CA . .I� .pj I� (7p ad ^. � Cp .off .tp a0. tp. . QO . � . 1! lfj I� . t�.j .I� .t0 Imo. Cp. . . . . a6 �l t0 . .I� .tp Imo. tp . . CO . tD Imo. SO t\ .� l\. . I� .�. �. . � p. . . p .� pj. . CO O . .ap �. .d- ' co V In d to LO V- et- 1+ d �t v 1t mot- It `t- l 't �t �l It d �t d et �h et d lC') v- d �} d e► d �t d V d V e Ln V d <1 �. d �. �. . ty U CD VJ.LL. C5 C� C9 C9 C� L'i C9 C7 L` (� Lam. C� Ci c� C� C� C� C Lam. C9 t9 1.� (1 Li c� Lu.LL. C1 C� C9 C� W. Ci k. CD (j cj [j C� Lc.L`. C� C� C� C� C9 L� C^ C� C� C� C� C C9 C� C� C C� Ci C CD Lu. Cj C� W. CD CLi C� W .L� LL. .LU .L4 L. VJ .LU .L4 Lv. .LO. .W .LL .Lu Lam. .Lu .L` .W LO .I_ LW Lv. .L� .Lv W. .W . . . . . . W. . . . . . .W . . . . . .LW W. .LO. L� .LW .Lu .W 39+80 40+00 41+00 Lncompass ENGINEERING & SURVEYING Western Washington Division 165 NE /uniper 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 I OFFSITE UTILITIES-1 HORIZ. 1 "=30' VERT. 1 "=5' 44+00 6 REVISED PER ASBUILT SURVEY CP10411712024 SURVEYED: SDM I� z 5 REVISIONS PER FIELD CONDITIONS CP 0911512023 DESIGNED: 00, 4 REVISIONS PER FIELD CONDITIONS CP 0912812022 NEM 38375 Cy 3 REVISIONS PER CITY COMMENTS DATED 612312021 CP 0710112021 DRAWN. TLK ISIER� � ' 2 REVISIONS PER CITY COMMENTS DATED 410712021 CP 0410812021 CHECKED: ONAL 0510112024 N 0. REVISION BY DATE AP P R EDM APPROVED: CJA 45+00 SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 46+00 Know what's below. Call before you dig. C TY OF RENTON Planning/Building/Public Works Dept. 475 470 465 460 455 450 445 440 435 NORTH 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. 3. 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 FIELD AND APPROVED BEFORE REMOVALS R-411514 47+00 47+20 S - 4115 0 5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUIL T OFFSITE UTILITY IMPROVEMENTS Q J Q CL 0 LLJ DATE: 0611712024 C� O FIELDBOOK: PAGE: DRAWING NO: 22587 ^ SHEET: 16 OF:20 Ln 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 z CD CONTINUATION -SEE SHEET 16 O T.L. 145750-0033 �I I I\I� 246 " CB#16, TYPE 2, 48 MANHOLE 24-7 LF 18 SDR 35 W/SOLID LOCKING LID I I SO 0 $5jX 0.54Z STA: 46+50.95, 8.39' LT I' f I / r 310 LF 10 C-900 SS 0 0.50% EX. CB RIM=4v48463.8 RIM=452.74 IE=446.06, 18" (Iy,S)445.51 472 INV=451.14 (12"CONC-NNW) O ppUN INV=451.09 (12"CONC-S) - ---KIN COORINDINATE WITH OWNERS SSMH #8 48"0 TO MAINTAIN ACCESS TO PER COR STD 400.1 EXISTING DRIVEWAYS W/ COVER & FRAME PER COR 401 �4 6" PVC SIDE STA:49+97.43, 0.00' N III �� 4 CYCLONE FENCE I SEWER DE MIN RIM. A54.2545 .77 I-nENTO w \'3 t 3" PVC (N) 3" PVC N IE = 447.00 IE=443-OB 10" (W)440. 0 " R wl / x / IE=454.32 IE = 447.00 3" PV .52) IE=4=4i:90 10" (E)440. 3 " o % L \.. ' w W / 6 VC SIDE SEWER 0 2.0% MIN 12" CONC (W) / / 12" CONC (W) T.L. 132305-9096 12" CONq IE=454.36 () T.L. 132305-9057 IE=453.71 SE 135TH ST. / I \ / ` IE=453.44 / I T.L. 132305-9066 12" CONC (E) IE=451 .13 °° X 4 +Orb - - - I '454 - _ - - / I _ 30' R01�N -_ - I' GUARDRAIL \. I o . �. --- . sD .. D ®--456-- _--i \ I z=== 454- --- I \ l\W -- ��. - f - �w. l 49+00 a w. ( _w._ E W- W C] T.L. 947596-0160 / P 1 E� �E�E�E -!�' - w w w. w 30 I\E IE X SSMH #7 60"0 \ �6cP 1 \ 6�' \ °!S EFE _E-E -E-454-'=FT PER COR STD 400.1 �� 12" - W COVER & FRAME 14 ADS (E) 67 PVC S/ �\ � IE=45983PER COR 401 IE=454.71 .IN APPROX. � STA:46+$�88 00' � 10" AP\ � EX. CB ►E = 446.00 LOCATION 4 M.fi a 7. 7-( RIM=453.92 309 0WATER MAIN 12" CONC E INV=450.52 12"GONG-N 308 LF 10" C-900 SS 0 O-499 IE=453 08 " 96 IE=44360 10 (N)44 r? n 4' CHAIN LINK INV=450.52 (12"ADS-W) IE=443�56 10" (E)44 . 1 772970-0005 \ n INV=450.52 (14"ADS-SE) T.L. 722970-0015 350 �'� \ FENCE 6" PVC SIDE Qt�34b-LF 18" PVC SD z� \ I E 0 v,� 0 Y -v" FVC $iDE SEn R m 2.vro MMI SEWER ® 2.0% MIN 0 ® sz� � \ IR � ;;0 O pOUNT IE = 443.00 0.51% 12 FIR \ \ mKIN PVE�tBE S€ FIR\ m 2 w C) IK C: 4' CHAIN LINK STPF DRAIN 1 1i1� I PANT LINE CONTINUATION -SEE SHEET 19 C ROW �' SE 11 S' So. ---- w 1 E SD E SD.I 6" PVC S SE WE @1 �. 0��, 0' (E IE 1= 04 12" CONC (W) IE=451 .36 T.L. 722970-0020 -6" PVG SPE SEWER 0 n 0% uw J 0 5 10 20 30 / /20 ' \ / 1 / / 20" J \1 SCALE 1 " = 30' / 28" r / INSTALL SILT FENCE AND STRAW I l l WATTLES AS NEEDED TO PROTECT I P0» / NOTES: ADJACENT PROPERTY. MAINTAIN / l 1. DEWATERING IS NOT ANTICIPATED. IF ACCESS TO EXISTING RESIDENCES I 142" I 6» DEWATERING IS REQUIRED, CONTRACTOR WILL 2.33% I I l 1 WORK WITH CITY AND COUNTY INSPECTORS TO 324 LF 10" PVC SS ® l 1 / I - DETERMINE BEST METHOD TO PROCEED. AT NO 6" PVC SIDE SEWER I 6" PVC SIDE SEWER l / I / \ POINT SHOULD SILT LADEN WATER BE 2.0% MIN ® 2.0% MIN / / l I � - DISCHARGED TO EITHER THE STORM OR SEWER I IE 7.L44y.,%05 61 SYSTEM. 12" CONC (W) T.L. 1 305-9075 CYCLONE E/NCE / \ SSMH 9 48"0 =44-0.24 12`' CONC (W) 12" 0 C (NE) f 1 / PER COR STD 400.1 2. 6" SIDE SEWERS SHALL BE EXTENDED TO THE 12" CONC (E) IE=4 .2 491 I I / W/ COVER & FRAME EDGE OF ROW FOR ALL LOTS AND CAPPED FOR IE=447.10 12" ADS PER COR 401 FUTURE CONNECTION. 3" PVC (NE) IE=44 .24 12" CONE/(E) IE=I437.77 STA:53+21.19, 0.00' m IE=443.88 IE=44 90 / J. ALL SIDE SEWER STUBS SHALL MEET CITY OF J 440.14 RIM: v3�.00 450- "' .n " RENTON STANDARD PLAN 406.1. SIDE SEWER _� / / t 431.85 IE=-r3c. ry 10 (W) _ - SD _ - -- - / Go 431�93 IE=43 30 10" (S) STUBS SHALL HAVE A MINIMUM OF 2.5 FEET OF COVER AT THE PROPERTY LINE AND BE d 00 \ \ 3-5 FEET LOWER THAN THE LOWEST HOUSE �+ o \ FLOOR ELEVATION. A 2'X2' CONCRETE PAD WILL > H S ° BE REQUIRED FOR THE CLEANOUT WHERE NOT -`t T.L. 722970-010LOCATED IN A PAVED SURFACE. �. �w. o ! / w w] " �/. p0 DQ 4. ALL TREES SCHEDULED FOR REMOVAL IN SD w SD 'A'-_ w �,•` . \ I KCROW WITH AN OD OF MORE THAN 4 INCHES E � . w SHALL BE MARKED IN THE FILED AND " VC SIDE 1 CONC (E) \ .\ 1 I APPROVED BEFORE REMOVALS 5. o MIN IE=445.96 F y2 CONC (W 444.00 IE=442.59 I 3 I 12" CONC (W) 12" CONC (E) IE=449.05 IE=445.07 12" CONC (E) IE=444.47 3" Pvc (sw) T.L. 772970-0025 IE=438.33 I/ T.L. 722970-0030 M . 1 12" CONC (SE) 24" CMP (S) IE=436.72IE=434.01 3B� LF 10" PVC SS ® 304 0.74% v/ + 30' 30' r C5NT1NUA TION-SEET SHEET 18 46+80 47+00 48+00 49+00 50+00 51+00 OFFSITE UTILITIES-2 HORIZ. 1 "=30' VERT. 1 "=5' PHI LIp ncomEp ass ��' pF WA f ��C� 6 REVISED PER ASBUILT SURVEY CP 0411712024 SURVEYED: SDM ENGINEERING & SURVEYING � 00 oz 5 REVISIONS PER FIELD CONDITIONS CP 091151202J DESIGNED: 4 REVISIONS PER FIELD CONDITIONS CP 0912812022 NEM Western Washington Division �� 38375 3 REVISIONS PER CITY COMMENTS DATED 612312021 CP 0710112021 DRAWN: TLK 165 NE /uniper Street, Suite 201 ■ IssaQuah, WA 98027 ■Phone: (425) 392-0250 Eastern Washington Division `�'� �'� 2CP REVISIONS PER CITY COMMENTS DATED 410712021 0410812021 CHECKED: 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ONAL EDM 05/01/2024 N0. REVISION BY DATE APPR APPROVED: CJA SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 52+00 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 465 1'60 455 450 445 440 435 430 53+00 53+20 t� - 4 I 1 �) I Know what's below. Call before you dig. C TY OF RENTON Planning/Building/Public Works Dept. S-411506 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUIL T OFFSITE UTILITY IMPROVEMENTS Q J -41 Q Cl- 0 LLJ DATE: 0611712024 C� O FIELDBOOK: PAGE: DRAWING NO: 22587 ^ SHEET: OF: 17 20 0 O CN 0 1; i m Q z U_ 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 SSMH 19 48"0 PER COR STD 400.1 W/ COVER & FRAME PER COR 401 STA:53+21.19, 0.00Q' RIM:'44 44 IE=43340 10" (W)431 IE=43230 10" (S)431 V) _Q n f 438 0 N O Ld 0 O 0 RESTORATION WITHIN KING COUNTY R-O-W SHALL COMPLY WITH KING COUNTY ROAD STANDARDS 6" PVC SIDE SEWER 0 2.0% MIN IE = 432.90 wo =� II N W 1 T.L. 122970-0100 =-436 - �. M _ w � I 49'wo w� �� w Oo \ N' w \ _j O C) w - I 442\ 3 yr �+ zn 11 O r7 O O Ln II w O w U- N 444 N II w I - I I 455 450 445 440 435 430 425 420 CONTINUATION -SEE SHEET 17 I I n Tl P'VI_ _Sfrll-�rume}r 0 -kNAI 6" PVC SIDE SEWER v 0 2.0% MIN I wN IEZ = 432.80�-- . w dII 00 I Ljj ) LL O L-�tIIOO c�v ww IIw Lj T.L. Z70 -0 95 II - -436 - M,� as _ -436-- --L M M .- M . M 166TH AVE Q I \L - 6" PVC SIDE SEWER 02.0%MIN w� IE = 432.50 SAWCUT & RESTORE PAVEMENT IN KIND (TIP) o FOLLOW KING COUNTY 0 LLJ STANDARDS N 324 LF 10" PVC SS 0 2.93- CO d- � I � I I�I N I COORINDINATE WITH OWNERS TO MAINTAIN ACCESS TO EXISTING DRIVEWAYS 6" PVC SIDE SEWER 1E® 2. 0MI � APPROX LOCATION WATER MAIN / / / / T.L. '229 _ _90 ---- 450 / 5; - - - _ -448- - ✓ U) /r _ win >1> �Lw O L �NIC14,�5� I / XI (nr o o 06180 IOZI 0D � . 33d iIhls d � � � � / I2- �� d3M�Sl � > > CD .. Lill cn � ✓-�// ' \S0\O0 TL. 13/2305-9038 ✓Z� Ag8 �\\ \ �> \\ \\ Ld I I \ SCHOOL LIBERTY `>� �/GH r000o00 \\\\ �rC,-w\ z Wo\1 T.L/ 1323059038 =coL ID - - \ �--446----- - \. / - - �` - - -- - - -- - I w� z z z 440------- --- \ S AA m O - 436 - - 30, 434 - - - INSTALL SILT FENCE\ AND STRAW WATTLES l AS NEEDED TO PROTECT ADJACENT \ \ PROPERTY. MAINTAIN \ ACCESS TO EXISTING RESIDENCES T.L. 722970-0030 SS 0 0$•@.`6� LF 10" PVC SSMH //10 48"0 PER COR STD 400.1 W/ COVER & FRAME J PER COR 401 STA:56+23.03, 0.00' RIM:44333 443.. IE--+JHO 10" (N) 429. IE=431:00 10" (S)429. 02 77 ~ 254 EF 10 C-900 SS 0 1.80% n c� Q 252 1.21 % X II > wcE \) N N o ro Q 00 Lr'• I >> z - ... ... ................................ ............................................................................. ..... ..... .... ..... .... .............. .......... ..... .... ..... .......... ..... .... ..... ........... . ..... ........... ..... .... ..... ., ...... ..... ...... ..... .............. ........... ...... ..... ... ........... ..... .... ...... ........ ......... .............. ..................... ... �........... ........... ...... ...... ..... ...... ..... .............. .. ... ...... ...... ..... ...... ...... ..... ...... ..... ...... . � FE .......... \ ... ...... ...... ..... ...... ..... .............. .. ... ...... ...... ..... ...... ...... ..... ...... ..... ...... . ^1 . ...... ...... ...... ...... ...... .....�....... ...�\ . ...... .......................... Sul.. �................ �. \ . ............................... ............. c�+ I ............. ................... .................� I.I ............................ .............. ............ �.�� ...... .............. ...... ...... .. ... .......... .. ...... ...... ..... ........ \ . LU j.y.! //....... / _ X. CONC. 5D LWU 4"IE�433:66_____- ...... ..... . ... .................. ... ... �. �. .... ..... ...... .............. ............ W.......................... ... .............. ... ... .- - _ -.- �........... �......... I.I �.......... ..-/ z \ II -Q ............................. .................. ... ....................... ............. ..................................... ...................... ..................................... .............. ............�.1 -� Q ............... LF ...................... ..................................... II 10" PVC S 0 9:48.'�- .............. . z SSMH A. 48"0.......... .................................. .... .....Q.74/7 ......... ....... 7-7 _P_ PER COR STD 400.1 O W/ COVE &FRAME ... LF 1 C-900 S PER COR 401 SSMH 0 48"0 252 ®- U STA:53+ 1.J9, 0.00 . .. ....... . 1.21% 1. .......... RIM: 440.14 .. W/ CO R & FRAM IE= . 10 (0411.93 1.85 PER C 401 0-m 10' (S)4 STA:56 23:03 0:0 ' IE= , 10 (N)4 9.68 HI IE= 10" (SS�1 9.49 6, 0' RT STA:58+71. .................................... .............. ... ... ..................................... ..................................... . ...................... ..................................... .............. 445.48 R I =44�.3 ». . ..... . ... ..... ..... .. ... ..... ..... .... ..... ...... ..... ..... .... ..... ...... ..... ..... ...... ..... ..... .... ..... ...... ..... .426.45E..IE-. .10"(E). 426.14 E IE- 10" (W) 426. 41E= 10 N Lc) �. . Q LO 00 co .0 a0 17 0), �n. n 00 to 00 CO N Ln LO N as N o 10 . . . . (I. O n O..... n tn (0 10 . . . . In. to Q) In . . . � 0) d ^ .� .� �. N . . . L N co .LO 1�0 t0 O to O N N (. m E0 . (�a d c0 .a e} LOU') .O �. N �. .cy) N n a). r. n 0) ^. . N 0) N ^ c�o N tci o to 4L O o .0- O .O O. aj . pj . . aj . CS) C6. ap aj rn eh O n n �!- ^. �. M n ^. 11) r) !1- !�. n n �F' �h !\ t\ . W) n �}• mot- n . . r< M n �1- V- ti t\. n n !f• et- K . C6 n � �1- d- a6 . . . .c6 r.-) ,.,� d- .Oi . . O. ,"') el- �1- �F O. er �h V d- � el- d- �1- d- M ef• �I- eh et- e} . ei- eF qj . . . . U j. � �""� �t �F �. ►'� � eF lf3 .a6 1"') �"� .ap � �I- . h. �Y et- . h; ai of "y- (S rrj of � � Nj . . . . O. LO C7 d' OQ . C6 LO �• <1- a6 . -c6 .[6 Lu L6LJL, Lu r 1:6 i . . . . .W. . . .� . W. 52+80 53+00 54+00 55+00 56+00 57+00 OFFSITE UTILITIES-3 HORIZ. 1 "=30' VERT. 1 "=5' PH I LIp ncom aS S Lp ��' pF WAS! f �. 6 REVISED PER ASBUILT SURVEY CP 0411712024 SURVEYED: SDM ENGINEERING &SURVEYING o � � z 5 REVISIONS PER FIELD CONDITIONS CP 09/15/2023 DESIGNED: 4 REVISIONS PER FIELD CONDITIONS CP 0912812022 NEM Western Washington Division �� 38375 3 REVISIONS PER CITY COMMENTS DATED 612312021 CP 0710112021. PRAWN: TLK 165 NE /uniper Street, Suite 201 ■ IssaQuah, WA 98027 ■Phone: (425) 392-0250 Eastern Washington Division `�'�I�g� �'� 2CP REVISIONS PER CITY COMMENTS DATED 410712021 0410812021 CHECKED: 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ONAL EDM 05/01/2024 N0. REVISION BY DATE APPR APPROVED: CJA SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 58+00 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 455 450 445 440 435 430 425 420 58+80 SS - EX. SSMH STA:58+76.46, 0.03' LT RIM: 445.02445.48 IE=426.42 10" (N)426.44 �� 426, ,- EX. IE=42&98 10" (E) 426.45 EX. IE=42&88 10" (W)426.14 Know what's below. Call before you dig. C TY OF RENTON Planning/Building/Public Works Dept. NORTH 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. 3. 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 S-411507 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUIL T OFFSITE UTILITY IMPROVEMENTS U 01 Q CL 0 LLJ DATE: 0611712024 C� O FIELDBOOK: PAGE: DRAWING NO: 22587 ^ SHEET: OF: 18 20 I-n d- T.L. 722970-0006 .M7 _w `' � � ;� 45 w z z z N I'.I�LLJ _ o I I o f I U I c) rq z Q LLJ z I Om O z O I I N w LLLJ L I CONTINUATION -SEE THIS SHEET z I LO o CS 115, KC TYPE 2, 72" MH c6 I ® LO U Dbi c 0 00 W/ SOLID LOCKING LID Us3 „'�� Of n z STA:10+13.93, 0.00' X > o N o RIM: 472L42 472.43 w z IE=46&50 12" (W)467.42 to IE-44433 18" (E)443 74 3 U J LEI Q I\ / Y IE=44433 18" (N)443.74 J LLI N v p W - _ LLI T LLJ k{ \rt w M M M °�350 0.517.___ --= O o60 PER'COR STDj4d0.1 - J/ ^C/W/ COVER &FRAME/ / \ , 401�� J� l /3��"3 3 \ 3�3 8 3 ' /3 i PER W/ �00' �4' 8 3� T�10 ALA 484- \ 3 M T RIM:46rr4�465:96 � � o IE=443.50 10" (E)443.11 Ag \ O3 Q H #16, KC TYPE 1, 48" MHco V / SOLID LOCKING LID o I 3 ) 1 / TA: 4�+50.95, 8.39' LT I l ( 3 < RIM:4-78463.88 z U EX. 122 LF 12" SDI I I O \ g2 . IE-4*06 18" (S)445.51 7.38ro ) �ij 20" Flip 10CI IE=4018" (N)445.51 JLLJLL_ CC � 00 r, �U) ~ Q � l 4862 i 1I\ \ R L O w� z I \\ z M - � 3 3 \ �I CONTINUATION -SEE THIS SHEET I //Iy I 3 / III 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 I I I 3 RESTORATION OUNWITHIN TYROA KING DSTANDARDS CB UNTY 0-W SHALL COMPLY WITH KING I I I CB f15, KC TYPE $ 72" MH W/ SOLID LOCKING LID CB 114, KC TYPE 1, 48" MH STA:10+13.93, 0.00' W/ SOLID LOCKING LID 4 RIM:47242472.43 STA:11+14.05, 0.00' „IFIf I IE--068.59 12" (W)467.42 RIM: 456.56 45 7.23 I I l R M B/ 544+ 18" (E)443.74 IE=443. 18" (W)443.31 I 3 - 1 = `444 3� 18, (N)443.74 IE--443.83 18" (E)443.31 / INV=468.95 (12"ADS-W) F'= / W w W � o w. - 0.439 W -w -w W -W - 10 LF18"SR35®BSgyg - -w -w -W _w -W W - 103 \ 6,EX. 122 LF 12" SD ® ■ {92 L 18" SDR -3-5 low �- 7.36X E. 1/4 CORNER SEC. 14-23-05 SD OUTFALL, RIP RAP CALCULATED POSITION OUTFALL PROTECTION 8.5 x12 X2' STA: 12+18:18, 0.00' IE=439:11 12" (W)439.16 C 115, KC E Z 72- IH W/ SOLD ID I I LOCKING STA: 0+13.93, 0.90. 4 7 .43 RIM: 47k 42 475 4 7.42(RECOPINECT EX STORMLI 12" 475 W) 475 443.741E= 18 E . . . . . . . . . . . . . . . . . 443.741E= 18" .N) . ... . ... _ _ 470 _ 470 = = 470 SDM 6 KC T TE 1 48" WH Cf) LOCKIA W/ 5OLID G LID - - STA: +50.95, 8.39 LT - - _ Cf) RIM.-ft. 1E= 463.8 .18. 0445.51 . . . IE= 18" ) 445.51 / - _ LU LLI 465 4651 465 ... ... LU Uj LU Uj W i STRUCTURES OVER 5' DEEP REQUIRE TRUCTURAL DESIGN ~ Q �LIJ 460 460 460 z . .. ... ... ... ... z � � 0 U U 455 455 455 z z 0 U 450 450 450 7. LF18"SR35® 1 445 445 445 1440 440 440I Jn co rn d- a- 0)O Ln o � N W W. W lU . . . . . W W Li iW W. W W. W . . . .W W. . W . . . . . WI 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 VIT0101 OFFSITE STORM OUTFALL HORIZ. 1 "=30' VERT. 1 "=5' I `LIIT/T/i 5, KC. E 2 7Z MH.. . .. ... ... .. ... ... SOLID LOCKING LID „ „W S A:10+13.93 6.60 N 178104.78 ... ... . .. ... . E ,1321844.3 R :4� 472.43 IE 44+ 1.8 .(E)443.74 . . . . . . . . . . . IE 44+ 18 (N)143.74 .. ... . ... . ... .. \ ... . ... .. 0 . ... .. \ . ... .. C11 #14,KC... E 1..48" MH SOLID LOCKING LID W \ N 05, 176098, 00 00 . ... .. ... .. ... . \ E 1321944.2 R : 456.56 45 7.23 .. . 1 443L8 18 (W)443,31... ... ... ... . \ 1 443.83 18 (E)443.31 \ S7RUCTLRES OVER 5,' DEEP \ REQUIRE STRUCTURAL DESIGN b OUTFALL, RIP RAP . ... ... ... .. U'fF�LL P 07EC71ON .5 42'4' . ... ... .. . ... ... ... ... TA: 12 8.18, . 0.00' . ... ... . ... .\. ............. ...\.. ... .... 18" SQR 35 oil ........ . N C_1 CD C� CD .c1 . . . . . co . . . . .�. . ' W Lu C� LW C� W C' W. C5 W. QD W. C� W �j . . . . . . W 6 Lu 6 REVISED PER ASBUILT SURVEY CP 04/17/2024 SURVEYED: SDM 5 REVISIONS PER FIELD CONDITIONS CP 0911512023 DESIGNED: 4 REVISIONS PER FIELD CONDITIONS CP 0912812022 NEM 38375 �'v 3 REVISIONS PER CITY COMMENTS DATED 6/23/2021 CP 07/01/2021 DRAWN:TLK ISTE �c`" S`SjONAL � 2 REVISIONS PER CITY COMMENTS DATED 410712021 CP 0410812021 CHECKED: 0510112024 N0. REVISION BY DATE APPR EDM APPROVED: CJA SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 11 +00 OFFSITE STORM OUTFALL HORIZ. 1 "=30' VERT. 1 "=5' VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M 475 470 465 460 455 450 445 440 12+00 12+25 Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. mm NORTH 00 0 5 10 20 30 TO v SCALE 1 " = 30' R-411516 S-411508 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUILT OFFSITE UTILITY IMPROVEMENTS 7 ON 91 Q J 2 0 Z LLJ C/� DATE: 0611712024 FIELDBOOK: PAGE: O DRAWING NO: 22587 SHEET: OF: 19 20 U 0 Q J 1 an I cn W 0 w Z J L�