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HomeMy WebLinkAboutzW-4182SetN 0 T I� I� O I W NM 0rI T �\I 1 N I n rr F___ N W T I N I n rr N W T I T I O rr F___ M, LOB ° L_ 4° CB AND. PIPE STREAM.. SHAL4 6E INS ALLED AS ° \ ��o PART' OF PHE INDIVIDUAL BUILDING PER ITS _FQR° ° d . i LOT: \ ° °°° e a d ° . d ° °° ° II ° °. ° . PROPOSED'°.PRIVATE:. STORM. EASEMEtf FG 133.04 THE LOTS ' d ° °4 ° BEGIN 5' SIDEWALK a 16:�' 4. a STA 7+31.90, 21.50' LT .:. FG 132.97 ° . d ...` . I ° IS PPPE A ° ALL°PIP.E FG .135.9 ° • d a° G °138:31 FG UPSTREAM RE RI VA s ° ° ° • a d w °P39.13 ° d e. r - T RIM=131.87 6' ' T+ r° P P- + + + + + IE P1 Z_=1q-{E��13�2 :.: :::: a! G i3 90 "--- Td + + + + + + + ° ° E 12" CON (W)=l28.57 + °• 35.66 OHP �IEHI2' 1� UM7 0 ::=:,N'F �H + 0 ° ° 'OH F° ° cC' HP + + P++ <.Q d \ ,,. �:. SD 7 MATCH EXISTING "• "'•." •. •. 3 E.BEGIN TORM REPLACEMENT FL 133.96 FL 134.52 FL 135.54 v w w w STA 7 29.75 11.83 LT w w w w w w OBEGIN CURB OD GUTTER �` ` ` I 6 SAWCUT'"' STA 7+31.9��13.00' LT 8 co 7+00 (MATCH ° FL 132.92 / -4 _ EXISTING) FL 136.04 1 12 LF TRIPLE CBS TYPES CB WALL CPE OR STA 7�40.26, 11.79 LT LOT 36 DRIVEWAY CENTERLINE Q APPROVED EQUAL L \RIM:134.33 STA:7+61.08 SS Sss SS SS 0 8.22%� INV=13 .20 12" (E) 1 S SS SS ----1N_-� SS SS SS SS INV-130W) s SD SD SD SD SD / /SD SD SD SD D SD SD SD/ / SD SD SD SD G G G G G G G G 3 G G G G G G G G G- 155 150 145 140 135 130 RIM=133.29 IE 12" CONC. (E)=131.29 IE 12" CONC. (W)=131.29 FL 1JZ53� w 134 LF 12" TRIPLE WALL OR APPROVED EQUAL ® 4. T -6mo- A SS SS f L - - LOT 34 a ° A. ° ° ° a ..°.. ° °. Rw" °. 5.W SIDEWAL j a F. 141:35 142.24 F 4 ° + + + .00' PLANER .4. 0 + ° OHP° + + I 0 ° °• T + + i U + H 0 0 5 10 -FG 142.86 SCALE 1 " = 10' 142.61 - - - - -� - �END 5 SIDEWALK STA 8+75.93, 21.50' LT FG 142.79 EXISTING 12" CONC T 10 SD TO BE REPLACED 0I OHP OHP T OHP r 0 FL Y37.79 FL 138.81 FL 139.18 �'::::' ::: ': FL 140. 6 141.70 END RB AND GUTTER - w - w w _ / w :.;jw FL 140.41 FL 141.99 8+7�13L EXISTING �" DI WATER 58 LF 12 DI"�DCB 1"3.DOj w w - w w _ � 10.37% RIM=13&51 �''�'� STA +74.37, 11.71' LT w � w - w w w IE 12" CONC. (E)=136.66 3� RIM.-,f42.04 �r `J E 12" CONC. (W)=136.66 `F INV=136.54-12' (E) � TO BE REMOVED _ - - -INV=136.54112' (W) _ -9+001 `J QLOT 34 DRIVEWAY CENTERLINE - LOT 35 DRIVEWAY CENTERLINE Q \ STA: 8+60.03 \ STA: 8+11.44 EXISTING 8" CONC SEWER SS SS SS SS S -- SS SS SS SS ss 18 N 34TH ST 3 \ SG SS (RESIDENTIAL ACCESS) \ EXISTING G 12" coNc SD \ SG - - - SD SD SD -/SD SD SD SD SD SD r ) / �= SD SD SD SD SD SD c- � c c c � c c G G �G G G G G -� G � 3 SDCE SDCB = RIM=138.84 IE 12" CONC. (E)=141 78 IE 12" CONC. (E)=137.29 IE 12" ADS (W)=141.78 IE 12" CONC. (W)=137.29 SSMH RIM=140.76 IE 8" CONC. (E)=132.56 IE 8" CONC. (W)=132.36 IE 6" CONC. (S)=132.76 KEYNOTES. - OPROPOSED WATER SERVICE PER COR STD PLAN 320.1 O FOR LOT 34 TO BE INSTALLED BY CITY FORCES. ** WATER SERVICE PER COR STD PLAN 320.1 OPROPOSED O FOR LOT 35 TO BE INSTALLED BY CITY FORCES. ** SDCB RIM=145.06 O PROPOSED WATER SERVICE PER COR STD PLAN 320.1 IE 12" ADS (E)=142.56 FOR LOT 36 TO BE INSTALLED BY CITY FORCES. ** IE 12" CONC. (W)=142.56 ® EX SANITARY SIDE SEWER TO BE UTILIZED FOR LOT 34* SANITARY SIDE SEWER PER COR STD PLAN - - OPROPOSED 406.1 FOR LOT 35 © EX SANITARY SIDE SEWER TO BE UTILIZED FOR LOT 36* OPAVEMENT RESTORATION PER CITY OF RENTON STANDARDS (TIP) =TOH HP ® FIRE HYDRANT ASSEMBLY PER COR STD PLAN 310.1 WITH 2-6" 45' VERTICAL BENDS (MJxMJ) WITH THRUST - BLOCKING PER COR STD PLAN 330.3. PROVIDE 1' CLEARANCE FROM PROPOSED STORM. END STORM REPLACEMENT STA 9+31.21, 12.47' LT O TAPER CURB TO RAMP 1 PROTECT EXISTING UTILITY DURING CONSTRUCTION. w 11 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD PLANS 101 AND 101.1 3 1© CEMENT CONCRETE SIDEWALK PER COR STD PLAN 102 QCEMENT CONCRETE DRIVEWAY PER COR STD PLANS 104.2 AND 104.3 _SS 3 SS 14 EXISTING WATER SERVICE TO BE REMOVED PER CITY ISIDS. A SEPARATE WATER PERMIT IS REQUIRED. 3 CONTRACTOR TO PROVIDE ASPHALT RAMP TO AVOID RELOCATION OF POWER POLE AND TELECOMMUNICATIONS I CABINET 1® NOT USED G G 1� INSTALL NEW NDBCU WITH 7 BOXES PER COR STD PLAN H026, COORDINATE WITH RENTON POSTMASTER 1® SAWCUT LINE (TIP) 19 CONTRACTOR TO INSTALL CATCH BASIN INSERT PER COR STD PLAN 216.30 ® CORE DRILL OPENING AND PROVIDE WATER TIGHT SEAL INSTALL CONDUIT FOR FUTURE UNDERGROUNDING OF EXISTING OVERHEAD POWER. ® CITY SPRITE ZELKOVA STREET TREE (TYP) ................................. ........................................................................................................................................ ................................................................................................................. J r r N N m `- O co + Q) + 00 c6 t6 + rwn tn 00 W W � NW �� m�� • II II Q � 1 �K co N 3 o Q EXISTING 1 " CONC , - - - - - CIO SD TO BE REPLACED _ - - - - - rn •W-�- _- --- o ��3 J Q Lo ±z PROPOSED GRADE AT -- ---% ° _--- ---- ----- W 1 J FEXISTING Q II- N o W 00- - - - - -___- 2�} ®� UscW�i A U � 2 1, o . 12" CONC o - - - 5$ L _F- N N N O �Z m gm N o NO^ EXISTING AT F �- --__- ---- --___-- -- N + M N Nk - li u- W .. ca EX FIRE HYDRANT cuU'32; CROSSINGW CI: IE=139.0 2.0 MIN _ - - _ CPE 0 qP ROVED 2.0' CLEAR - - -1 _ 12" TRIPLE WALL COVER - - - - - 4 LF 0. 6' CLEAR - - --- ---- -- - - ROWDE ETHAFOA - - - - --- -- 12 LF TRI LE WALL PROPOSED FIRE _ CPE OR APPROVED HYDRANT CROSSING EQUAL @ 8.22% T0 =128.66 125 cv O X �-�-I J 0) O X W J o X �I J W o cv _l X W N co N . J W N rrj _l X W N rj ._ J W of J W o _l X W co rn V p.� . J Li �- J LL X Lil N O � ._ J W co � J W N � _l � X W U') O � pry ._ J W o �- LL X �-�-.I to co � r`i .� J Li �- -i LL X w f+) op ._ J W 0) °6 �- J Li X W N 00 N M .-- J LL LF) ° J � X W et pi I� .� J L� o o y _l � X W mil- O O et ._ J W O rt ..- -1 1 cN J � X LLI O �t .� J W J LL X W rn �. .� J W J LL X LU J W o _l � X W J W cc _l � X Li J W J LL X LU J W J � X Lil J W cN _l � X W J W X W J W X W 7+00 C/L INV- EX 25' R/W It 13' EX 25' R/W CEMENT CONCRETE CURB ------------ EX 15't PAVEMENT 7+50 8+00 1.50' R/W DEDICATION-] 8' PLANTER STRIP 5' SIDEWALK W N 34TH ST SECTION A -A W (RESIDENTIAL ACCESS) W w SCALE 1`5' Y z z n co m pass N o ENGINEERING & SURVEYING Westem Washington Division 165 NE Aripff Suet, Suite 201 • Issaquah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division z 407 Swiftwater Blvd. • Cle Ehm�, WA 98922 • Phone: (509) 674-7433 J L� CEMENT CONCRETE SIDEWALK OyE E. <�Ec WAS jS Q' � z 39897 ° is ssIONAL� 03111121 NO. N 34TH ST PROFILE HORIZ. SCALE: 1 "= 10' VERT. SCALE: 1 "-- 5' REVISIONS PER CITY COMMENTS REVISION 8+50 9+00 155 © PROVIDE 3" ASPHALT LIP TO DIRECT SURFACE WATER TO EXISTING CB ® CAP AND PROVIDE WATER TIGHT SEAL © ADJUST RIM TO GRADE. RIM=132.43 150 *NOTE: CCTV OF THE EXISTING SEWER STUB IS REQUIRED FOR RE -USE. CONTRACTOR SHALL PROVIDE CCTV VIDEO TO CITY OF RENTON PUBLIC WORKS INSPECTOR FOR REVIEW. IF ACCEPTED, SEWER MAY BE LINED OTHERWISE A NEW SEWER STUB PER COR STD PLAN 406.1 WILL BE INSTALLED AND THE EXISTING SIDE SEWER WILL BE CUT AND CAPPED AT THE PROPERTY LINE. 145 **NOTE: A SEPARATE WATER METER PERMIT IS REQUIRED. 140 135 130 125 W 9+50 R-418203 T-418201 S-418201 W-41820 1 A-NNNNNNN- IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 DEVELOPMENT ENGINEERING Nathan Janders 04/07/2021 + Know what's below. Call before you dig. SURVEYED: SCALE: DATE: HORIZONTAL: N D 1983/1991 ° SIERRA HOMES 04/02/21 DESIGNED: + CITY OF FRONTAGE IM PIROVEMENTS FlELDBOOK: DRAWN: RENTON PAGE: TNF • DRAWING NO: ONE INCH DATU M NEM 4/2/21 CHECKED: AT FULL SCALE IF NOT ONE INCH IF Works Dept. C1.00 BY DATE A P P R APPROVED: SCALE ACCORDINGLY PLAN AND PROFILE SHEET: 3 OF: 6 N 00 T Nt I O Nt I n W IIIIIIIII- rV T 1 .,w` ■ N I n rr N 00 T It II .,w` ■ N I n rr DocuSign Envelope I1):3B1B34D3-TEGA-476C-ADB3-4329FFEOCI08 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN $ET. ALL THE NQTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES, IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES 1 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-QONSTRUCTION MEETING SHALL BE HELD AMONG THE CRY OF PENTON, HERESY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY. STATE. AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3 ALL STORM DRAINAGE IMPROVEMENTS SHALL HE DESIGNED AND CONSTRUCTEO IN ACCORDANCE WITH THE LATFST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWUM), RENTON MUNICIPAL CODE (RMC} AND THE STANDARD SPECIFICATION$ FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), FT SHALL BE THE SQLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR. OMISSION OR VARIATION FROM THE ABOVE FIE42UN2EMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COSTTO THE CITY, 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTICN IE.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 OEVIATION FROM THE APPROVED PLANS WILL REQU IRE COORDINATION FOLLOWE O BY WRITTEN APPROVAL FROM THE CITY 5 A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS B. THE LOCATIONS OF ALL EXISTING LITILFrI ES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECFSSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'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 -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 EJnSTS. 7 VERTICAL, QA7UM SHALL BE NAVE) $5 AND HORIZQNTFAL DATUM SHALL BE NAD 93 (WA STATE PLANE. NORTft UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK. DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO SM LWIMUM DRY DENSITY PER SECTION 2.03.3114)D • COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AMC) OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SMALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN'2%OF MAXIMUM DRY DENSITY. 9 OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOTALLOWED UNLESS SPEC1RCALLY APPROVED BY THE CRY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. STJ. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TD THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS SLAKED. 11. ALL FLOW CONTROL FACILITIES SHALT BE INSTALLED AND IN OPERATION PRIOR TO. OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURAFw STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVFLING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, A$ WELL AS PLACEMENT AND COMPACTION (IF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE EKTIRE LENGTH OF THE PIPE WILL RE SUPPORTED ON A UNIFORMLY DENSE. UNYIELDING BASE- ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.0Q, 270.18, AND 22D.20 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14- ALL DRAINADE STRUCTURES SUCH A$ CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON. 80LT-L0CKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20.204-30. 204.40. AND 2U4.50- STRUCTURES SHALL HAVE: • RECTANGULAk OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF. AND OUTSIDE OF THE ROADWAY'. . ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF. AND LOCATED WITHIN THE ROADWAY. BUT OUTSIDE OF THE CURWGUTTER LINE. ROUND, SOLID LI DS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-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. IS. BUILDINGS AND OTHER STRUCTURES SHALL SE PLACED IN AQCORDAMrE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF TI{E RENTON SWOM. 16. LIDS OF MANHOLEWCATCH BASINS WITHIN PUBLIC WGHT�OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLUCATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES. UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE OTTC 4. UMESS OTHER WISE NOTED, DRAWING 15 MOTTO SCALE INN STD. PLAN - 267.00 „ PUBLIC WORKS SURFACE WATER STANDARD PLAN 2$9w,0fd by: DEPARTMENT NOTES (1 OF 2) artltl PaSZUCha8/13/24i0 .., --h-'4 DATE DocuSign Envelope ID 345B651 D-914F-4F 2D-AB59.7G 19203 B78A3 WASTEWATER UTILITY STANDARD NOTES 1 ALL WORK AND MATERIAL SHALL BE iN CONFORMANCE WITH THE STANDARDS AND 5PECIFICA TON OF THE CITY OF RENTON PUBLIC WORKS DEPARTMIENTAND THE LATEST EDITION OF THE WSOOTIAPWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS d 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 19M HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS 3 A PRE -CONSTRUCTION CONFERENCE AND A2444OUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 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 BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING 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-CF-WAY 5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL RECIU I REMENTS. 6- ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROAMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR 01STUR3ANCE 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 STAR -PING ANY EXCAVATION THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL. TIME S 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-INCHE6, 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 EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). B SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034. SOR 35, C900IC905 OR DUCTILE IRON CLASS 50. UNLESS OTHERWISE APPROVED BY THE CITY 9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL., BUILDING FOUNDATION. ETC 1 UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THECFTY 11 ALL PJPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE 07Y 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 4M 12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATiSFAC-noN OF THE CITY FO-R THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVIDE THIS CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSEE} PROFESSIONAL SURVEYOR PAN - aia WASTEWATER UTILITY � PUBLIC WORKS DEPARTMENT STANDARD NOTES Martin PasttlChaO/26/2 TTTf9RR1T411`J aAre I 8:4F DocuSign Envelope ID: 3B1B34D3-7EGA-476C-ADB3-4329FFEOC103 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING 15 A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN $ET. 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 THE REMAINING NOTES, IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIkED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF IX4E (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4 - S INCH ROCK If 413- 7D'A PASSING: * 2.41NCHROCK1N-46%PASS INGAND LESS THAN 2 INCH ROCK f 10 • 20% PASSI MG. Ia. FOOTING 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 APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOLIT TOPPED WITH A BOLT-LOCK;MG LID MARKED "STORM' OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHML BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHING TON STATE, AND CUT SHEETS SHALL 6E PROVIDED TO THE CITY PRIOR TO CONSTRUC'rM. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE I STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANIE OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.130. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS ANNOR PAVEMENT 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WEDDIT STANDARD SPE01'rGATIDNS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY, STORM DP.AINI 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.) OF THE DEVELOPMENT SITE, TO MAINTAIN T11E MC{STURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING GUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.06. 2.5. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AHDfOR LBLBILTY T T Y I PROPER F CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT AN OBLIGATION FOR THE PROPS UNCT ON{NG AND MAINTENANCE ❑ THE STORM SYSTEM PROVIDED DURING CONSTRUC710N. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROYECTNE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AN D TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE 'NSDQT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY 27. PROJECTS LOCATED WITHIN THE CITY'S A01JIFER PROTECTION AREA (APAI SHALL COMPLY WITH SPECIAL REQUIREMENT p6 OF THE RENTON SWOM AND AQUIFER PROTECTION REGULATIONS (RMC 410.501. 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASINIMANHOLE LIDS, CLEANOUFS, INLETS. ETC -I IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES. SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NCN•SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BF MAINTAINED BY THE APPLICAfVT_ BD. MIN IMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 42.1 A2 OF THE RENTON SWAM 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY 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 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFAOE� THEN THE PAVEMENT IS CONSIDERED TO MEET THE MIN IMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER I DW SQUARE FEET OF 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 MAY BE ACCOMPLISHED WHI LE WALXING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING AS71A C1781. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE LNTSI STD. PLAN- 2657.10 �t .. jj PUBLIC WORKS SURFACE WATER STANDARD PLAN §%dby= �� DEPARTMENT NOTES (2 OF 2) S�•rtifl Pa5tuch /13/2020 " b Y:l XR> 6"9f] DATE FACE OF CURB -B Irz-- 5 1rz' y 1- 112' R. 1'R 124 I I TOP -OF Z. 112, R- ROADWAY w I`i. 1 t 6T 6 CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE 6F ADJACENT CURB - B tf2"_ FLUSH Wn-H. GUTTER PAN AT SI DE WALK RAMP ENTRANCE 1:12 1'24 TOP OF V2' R. ROADWAY 1 It. 1 y I.. 6' F DEPRESSED CURS SECTION AT $IDEWAt.K RAMPS 3w --I- _;7.,10 EJ`, ' , li •� L' ■ PREMOLQEO JOINT FILLER E FULL -DEPTH EXPANSION JOINT B• _ CEMENT CONCRETE ix R. 1- R. SIDEWALK RAMP VARIES OR LANDING FROM ` G"TOO 5" I 316' PREMOLDF_LS JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB s 112 y F SEE DEPRESSED CURB DETAIL THIS SHEET i 1:24 TOP OF 1 . tI 16�1!2' R ROADWAY 2' 1 T 1.-G" DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCLAL DRIVEWAYS SEE STD FLAN 104.2 FACE OF ADJACENT CURB GUTTER SURFACE PACE OF CURE $ 1/2 5 112" 1' 1TZ, 1. 1"R_ L I b TOP OF ROADWAY ' r a _ 1 B 114 CEMENT CONCRETE TITAI`FIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NMS: 1. See standard plans 102 and 161 A rot curb Expansion and conlracaon pint spsdnp. Z Expansion joint shaft be full depTh, 315' Eln.l premorded Jolnl filler. 3. FEr Depressed Mordi c Driveway Gurb 8 Gutter SQdiorl, SCE S1aridard Prsn 104.2 PUBLIC WORKS I STD. PLAN - 101 0 a DEPARTMENTCEMENT CONCRETE CURETS . T C 11 EE.M ��G� of wAsH", u') EncomDass o ENGINEERING SURVEYING C00011 - z. cn CN WeAem Wa"igton Division ® x 165 NE A rixf- Suet, Suite 201 - Issaquah, WA 98027 - Phone: (425) 392-0250 °��,� ��GisT 7 � � 1 Li FaAem Washington Division ssI oNaL � z 407 Swiftwater Blvd. • Cle Elum WA 98922 •Phone: (509) 674 TOSS 03111121 N 0 . w REVISIONS PER CITY COMMENTS REVISION 8:49 DocuSign Envelope ID: 6EECFSB6-602A4E4A-B436-A317AA638878 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A USTI MG OF GENERAL NOTES THAT SHALL BE INCORPORATED IN 1 HE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THl. 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 THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFI,: ASPECTS, THEY SHALL HE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTTV[TY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTDN, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S GONTRAC TOR THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF FT IS kEOU1RED FOR THE PROJECT_ THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONrTORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL. PERMIT 3. TH£ ESC PLAN SET SHALL INCLUDE AN ESC CONSTiRUCT{ON SEQVENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION, COMMENCEMENTTO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSRIVE AREAS AND THEIR BUFFERS. AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (kENYCN SWbM)I PRIOR TO THE START OF CGN sikUcTloN_ DURING THE CONSTkLiciiOk PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED, T{1E CLEARING LIMITS SHALL BE MAINTAINED BY THE AP'PLJCAWIESC SUPERVISOR FOR THE DURATION bF CONSTRUCTION 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE IN5TALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE OVRATIOIN OF THE PROJECT. ADDITIONAL MEASURES. SUCH AS CONSTRUCTED WHEEL WASH SYBTEM3 OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT.OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT 13 TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE- Is- WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-srrE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND. OR TQ STORM DRAINS OR OPEN DITCHES. QN-SIT£ DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN QE51GNATED CONCRETE WASHOUT AREAS. T. ALL REQUIRED ESC BMPS SHALL SE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING ANOIOR CONSTRUCTION TO PREVENTTRANSPOWATrONN OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANIYOR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSFO. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION 18 COMPLETE➢ AND THE STFE HAS BEEN STABILIZED TO ENSURE POTENTAL FOR ON-51YE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SFNALL BE THE RESPONSIBILITY OF THE APPLICANT 6. ANY HAZARDOUS MATERIALS OR LIQUID FROOUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. S. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITION S. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO £NSURF COMPLETE SILTATION CONTROL ON THE PROPOSED SITE DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAYBE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, YO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10_ APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS CHANNELS, OR STORMWATER FACILITIES. 11 ANY DEWATERFNG SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL.MTH I OR SEVEN DAYS DURING THE DRY SEASON (MAY iST THROUGH SEPTEMBER MTH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.I IN CONFORMANCE WITH APPENDIX D OF THE RENTDN SWOM. 13. WEI SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 15T AND APRLL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADOITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN III DAYS. 15. THE ESC BMPS ON I NACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT INSPECTION AND MAINTENANCE SHALL DCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTW26ED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL SE CONVEYED TO A SEDIMENT POND OR TRIP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION F-XCEED ZI3 OF THE CAPACITY OF THE CATCH BASIN SUMP_ ALL CATCH RAMINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANE NT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND S HAIL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE. TH_ TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(5) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE RMP5 (AMENDER SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY F ENCED AND PROTECTED USING ESC RAMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION, 20 PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET &EASON AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEOIMENT-LADEN WATER FROM LEAVING THE PROJECT SITE; ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, PACILITIES, AND ONSFTE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, III STUR13EO AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER F1 NAL APPROVAL. MULCH WFTHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BFWK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT M CONSTRUCTED TO SERVE AS RETAINIKG WALLS. ALLROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD kIGIiTS-OF-WAY SHALL BE CONSTRUCTED IN AGCORDNJCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS QTWRW I% NQTL'A. DFLAYWING IS NOTTO SCALE LNTSI STI7. PLAN - I68.00 PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPIt D 1, DEPARTMENTmulp GAZ 9/28/2018 j STANDARD PLAN NOTES DATT BEE NDIE2 /B'R x 5/5-O DUMMY ,JOINT NEE NOTE _2 D' 2' D' b iy 3/B- PRWOLDED JOINT FILLER (TIP) r HOC +f F�I?AGRATE AATEX FMAIJEJW 0RATC-NOt'MWDM I MATCH IN C URB AND OU:Tm BED TEA L EW _TOPOF RQAOWAY -I e 1 SECTION (D ] GENERAL MOWS: 1. The Intent of this design EB to fad] thO MMDY81 of a catch basin with minimai disUrtano9 of the curb ADJUSTIAEIIT SE--rKW - NIT INLLU DED TH cu kil AMU a TI'Tpl B10 REM CATCH EMB 4 - NOT IIJCLUOEO IN CURB AND GUTTER BID REM SIM CEVENTCQNCAEFE *uR$ AND GuTrm 1�� a w!�%_ I 2. The expansion Joints otthe . y - , 'I; adjacent Bldamik shall ` ` i �, , •I.. ~ " I be -adjusted to be In - IIm with these curb . - eJrpant3ivn JofrLts.J, I .1 '' rr J . _ 'i , ,I I 4 - ; J }I' , I ISO!�E41C VIEW • �_,�. . t :W - CEMENT CONCRETE CURS ` PUN - 141.1 PiJSLIC 190RKS A=�,� ❑EYARTh{EPIT INSTALLATION AT CH.! CATCH BASINS SURVEYED: DESIGNED: DRAWN: TNF NEM 4/2/21 CHECKED: BY DATE AP P R APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M .45 M WATER PLAN GENERAL NOTES Standard Plan No. 3W 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARt) SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL SE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2, ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3, ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4, ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PERAWWAC 151 AND C 104, PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA L110/A21,10-82, ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5, MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFUCTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTSANDTO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH SHALL B COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THEMODIFIED PR CTOR TEST BACKFILL 5 L E AKO METHOD (MDO) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDO IN UNPAVED AREAS, ALL PIPE ZONE COMPACTION SHALL BE 95 MOD, 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CFTY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS NOR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. T ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEIR PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CtTY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITYTESTING. 8, NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TOTHE EXISTING WATER SYSTEM. THE OVIf}E AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. CONTRACTOR SHALL PR STD. PLAN - 300.0 (i t PUBLIC WORKS DEPARTMENTDEPARTMENTWATER PLAN GENERAL NOTES MA12CH 010 Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. R-418204 S-418202 W-418202 A-NNNNNNN IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 04/07/2021 m ul SIERRA HOMES FRONTAGE 1WROVEMENTS STANDARD NOTES AND DETAILS DATE: 04/02/21 PAGE DRAWING NO: C2.00 SHEET: OF: 4 6 N 00 T I O I W N w T I N r.' NM 0\/ T N 1 n rr F--- ftQ m DocuSign Envelope lD:6EECF5BFr602A-4E4A-B436-A317AA538878 5' MAX. DRAINAGE GRATIE TRIM GRATE FRAME _ COVERFLOW BYPASS x - BELOW INLET GRATE DEVICE SEDIMENT AND DEDRLS d FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATESHOWN) RETRIEVAL SYSTEM (I'YP.) QIV OVERFLOW BYPASS M!".) BELOW INLET GRATE DEVICE ISOiNETRIC VIEW NOTES: 1. PROTECTION SHALLBE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 50I FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE T-HF BELOW INLET GRATE DEVIVI CE {BIGD I FOR THE STO RMWATER STRUCTURE IT WILL SERCE- 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS)- 5. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD VWTTHOUT SPILLING THE COLLECTED MATERIAL 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION G. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REM OVED WHEN THE SEDIMENT HAS FILLED ON&THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 4JNLEZ OT11E AWISE NaTEA. nRAWING IS NOT Tp S[ALE (NT51 STD. PLAN - t16.3D * PUBLIC WORKS APPA Ea UR DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 nATr DocuSign Envelope ID 34513881D•914F-4F20-AB59.7C192D3B78A3 ROW SURFACE CLEANCUT WITH CAST IRON RING AND COVER I (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), (SEE STD PLAN 4061 FOR INSTALLATION) f-- - - - - - - - - - - -- - - - - - - - - - - - - - - - ------- L_--J EXISTING 0" SEWER STUB � SEND AS EXISTING SANITARY SEWER MAIN (REMOVE TQ R D W LINE) REQUIRED f(REMOW) - - - - --3 - - - - - - - - ----- I - - - - - - - - - - - - - - - - - - 6-X6"X6, WYE\ 6"x 4" REDUCER BEND AS REQUIRED EXISTING 4' SIDE SEWER (NOT TO EXCEED AS') \PROPOSE-D 6" SEWER STUB SEWER MAIN SIZE X 6" TEE PROPOSED SEWER MAIN jombk STD. PLAN - 407 PUBLIC WORKS TYPICAL SIDE SEWER CONNECTION J—ft" URDEPARTMENT FOR SEWER MAIN REPLACEMENT Martin PastudW6/20ZC rrlcw,n F PATE z ncom pass N N ENGINEERING & SURVEYING c0000e N Westem Wa" gton Division 165 NE JLavper Street, Suite 201 ■ Lss� WA 98027 • Phone: (425) 392-0250 w Eastem Wa"ngton Division a 407 Swift"ater Blvd. • Cle Ehm, WA 98922 • Phone: (509) 674-7433 z W :45 Al 1 12.5 FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TD IOWA F-511O OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER MATH G` MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD x 5" STOR2, ATTACHED WITH 1/8' STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No- S780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY DR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO 8E USED IF REOUIRED. #41N- 1B" TO 20" BEHIND BACK OF CURB OR 12' BEHIND BACK OF 3' 51DEWALK THAT IS ADJACENT TO CURB 4,875' x 5" STOR7 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. '• EXPANSION JOINT AT BACK OF SIDEWALK / CONCRETE SIDEWALK / DR PLANTING STRIPSTRIP 3e MIN COVER TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED - RAISED PAVEMENT MARXER TYPE 88-A S7IMSON1-E TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING aNCRETE -TRUST BLOCK MAIN LINE TEE- W1TI-I 6" FLANGF SIDE OUTLET. 6° GATE VALVE (FL A MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4' CDR -TEN STEEL 71£ RODS.: e' x B" x 4" MININUM 1/2 YARD OF 1-1/4' WASHED DRAIN ROCK ,ONCRETE BEARING 1* ABOVE BOOT FLANGE. PLACE 8 MIL -iLOGK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS MIN 3' RADIUS 4 ONE MAN ROCK a 1 I 5 6. 6" CONCRETE PAR +- 6" CONCRETE PAC] f Cu I FILL HYDRANT LOCATION IN CUT OR FILL * * PUBLIC WORNS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 DEPARTMENT -ARCH 2010 03111121 13"x24" PLASTIC METER BOX EQUAL TD MID-57ATES PLASTIC, INC. BCF SERIES IASBCF 1324-18 WITH 1.75' THICK DUCTILE IRON 01AMONO PLATE COVER EQUAL TO MID-STATE5 PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" GRILLED HOLE FOR TDUCHREAO PIT LID (SEE DETAIL A -A) 36' MIN COVER `NEw DucTILE RON WATERMAiN 9" MIN 12' M A; FINISH GRADE zaw `-yafl 22-1 /2 pry MP PPIVATE PMING IN UNIMPROVED RIGHT OF i [ WAY INSTALL METER BOX AT PROPERTY LINE WITH 12' Di LONG COPPER TAILPIECE. SIDEWALK a f _ f _ TDLJCHREAD WATER METER TO BE 12° SUPPLIED BY THE z_ x CITY TYPE "K' SOFT N COPPER TUBING IF SERVICE LINE TO HOUSE IS Z,1�14- OR 1TO BE INSTALLED IN THE FUTUREVANIZED INSTALL FORD CT4-33 OR 44 FIPTG x COMPRESSION COUPLING SLOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLAGK IN COPPER COPPERSETTER FOR 51B"x3Y4" METER FORD SERVICE LINE TO METER, VUH72-15W-44-33G. OR M DONALD BRASS: 21-215WC0033, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE M INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WNTH BALL VALVE. FORD Co""ETTM FOR 1' METER: FORD VUH72-15W-44-445, OR TAPERED THREAD (CC). CUICK JOINT McDONALD 13RAS5: 21-4T5WCOQ44. OR MUELLER: 1-B-2470-2 (3/4" F63000-3-0) OR AY MCOONALO 47DIS BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1- FE1000-4-0) OR AY MCDONAL6 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. T- ALL FITTINGS SHALL BE WITH OUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY- EXPANSION JDINTS }PUSH BE INSTALLED ON BOTH SIDES OF METER BOX- A— A DRILL 2" DIA, HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1/2" MIN, FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL Rig 1� I 1141111115 THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE: OPEN BIOE OF MORE THAN ONE RIB. i * PUBLIC WORKS a4" AND 1" WATER SERVICE ST13• PLAN -- 320.1 DEPARTMENT NOVEMBER 2009. OccuSlgn Envelope ID 345E-46810-914E-4F2C)-AB59-7C 19203B78A3 Ex. SEWER MAIN I I I I I l i 1 PROPERTY LINE -SPOOL {LENGTH AS NEEDED) 3`-0" MIN I Y I I f I I " I II O fill SEWER STUB FUTURE 4" SIDE SEWER i II i 2". 4" STUD 41ARXINC POST PAINTED I I ' ' I 6" CAP WHITE 1WTH THE WORD 'SEWER" STENCILED SEWER MAIN TEE x 6" TEE I IN 3" HIGH BLACK LETTERS AND 06 WARE SIDEWALK Z WRAPPED AROUND THE STUD AND EXTENQED TO T+IE TEIP OF THE STUD COUPLING (TYP] ' 6'XVXS' SURFACE CLEANOUT WWTr CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPECIFY "SEVER' ON LID). CLEANOUT TO BE CENTERED IN A 7'x2' CONCRETE PAD CONCRETE PAD TO BE 8' IN DEPTH rT-------- I 1 -----------------------r r BEND AS 8' f REQUIRED ! SEI%ER MAINµ TART ox uIN SLOPE 11 3 - ` 1`j - rUTURE SIDE SEWER \16" SEWER STUB L6-X6"X6" WYE LFUTURE 6"x 4" REDUCER SEWER LIAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEINER CONNECTIONS TO.0139TING SEWER MAIN A VIT;?IrIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B CONCRETE VAIN - CUT IN A NEW PVC "TEE` U9NG "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC k rgOO PVC LIMN - CUT IN NEW TEE USNG RIGID COUPLINGS OR GORE-ORrLLED WTI# A R7M0kC SADDLE (OR APPROVED EQUAL) D, DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS FHAT HAVE BEEN LINED (CI-P, ETC), CUT IN A NEW PVC "FEE" USING "STRONG -BACK FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HOPE - COAE-DRILLED WATH A ROMAC SADDLE "INSERFA-TEE" MAY BE USED ON SEWER MAINS 12' DIAMETER OR LARGER G. MANHOLE CONNEGnON - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -CHITS OR THE STRUCTURE SHALL 6E CORE -DRILLED AND USE KOR-N-SEAL BOOM OR APPROVED EQUAL NOTES 1 PRIOR TO INSTALLATSON OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE DTY OF RENTOf PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWASE SHOWN ON PLAH, SIDE SEVER SHALL HAVE A MINIMUM 2 W COVER AT PRDPERTY LINE OR 3-5- LOWER THAN THE LOWEST HOUSE ELEVATION, WICHEVER 15 LOWER 3 SIDE SEWERS SHALL HAVE A MIN -MUM 7 R SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTDR 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 9ACKFILL THE TRENCH UNTIL APPROVAL IS OVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RICHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR TIC 2 6 THE SIDE SEWER STUB SHALL HAVE PIPE SEOV!NC IN ACCORDANCE- WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE 11451ALLEa BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OV WASHINGTON SIDE SEWER STUB STD. PLAN -406.1 PUBLIC WORKS INSTALLATION ASP 4,. 19 DEPARTMENT Martin Pa9tuChjV261202 (SEWER MAIN TO PROPERTY LINE) n9a DATE 1 12: R-418206 S-418203 W-418203 A-NNNNNNN IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 04/07/2021 :0] Know what's below. Call before you dig. SURVEYED: SCALE: DATE: DESIGNED: HORIZONTAL: CITY OF ONTAL: N 1983/1991 • SIERRA HOMES 04/02/21 ® R E N TO N FRONTAGE 1WROVEMENTS FIELDBOOK: DRAWN: PAGE: TNF ONE INCH DATUM • DRAWING NO: 1 REVISIONS PER CITY COMMENTS NEM 4/2/21 CHECKED: AT FULL SCA IF NOT OLE Planning/Building/Public Works Dept. C2.02 NE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY STANDARD DETAILS SHEET: 6 OF: 6 OPFSITE CB f 3'6d� 134-_LOT. 1W 1f6" PVC (N,S,E) 130.88 eviLD ° e - • ° ° FG 171E m r� :d ° d p d 113.20 °' BEGIN 5' SIDEWALK ' STA 7+31.90, 21.50' LT �- . •� . FG 133-97 133.13 mqF0 d - - A, 154796 I 1:2 X. IS, PIPE A ALL°P, IP.E FG . a UPSTREAM RE PRIV47t 156.08 a d _ P T RIM=14��-A31.94 6; :: ` ' T+ ° T P P �el + + + + + + 12" CON (W)=1�8 712&84 .: + + e b 736:03. + OHP-�1®I�P"+�� 129 ° `OHPe 19 . SD SD T SD S9 SID - SD SD N•_'• / MATCH EXISTING "�r 3 _ BEGIN #TORM REPLACEMENT113196 FL v w w STA 7 29.75, 11.83' LT w Iw _1.13*7 w �- �: -..: :.'a w w w w _ / 11 BEGIN CURB OD GUTTER '� I - FA9( 13.00' LT 8 3 7+00 T--32.86 ( - 119Y• LF TRIPLE STA 7C� '�.4�6 117 9' LT WALL CPE OR APPROVED EQUAL RIM: 133.28 \ss Ss SS SS SS ®83g9� INV 13 12" (E)130.3 \ 7 o6o'ie SS St 1 3 INV- . 12" (W)1 3 I .\ 1 / SD SD SD SD SID / /SD SD SD SD D SD SD 3 G G G G G G G G T- G G G G 155 150 145 140 135 130 SDCB RIM=133.29 IE 12" CONC. (E)=131.29 IE 12" CONC. (W)=131.29 FL 135:-54 w 13,2` w 6 sAwcur U) (MATCH EXISTING) FL LOT 36 DRIVEWAY CENTERLINE Q 3 STA:7+61.08 30 68- ss SS-1 Ss SS 3 /! SD/ /SD SD SD SD G G G G FL 1-37:-53a 128 w 134 LF 12" TRIPLE WALL OR APPROVED EQUAL ® -4 4.8� A - sS SD SD G G -LOT -a Sl L - - LOT T. 34 _ . °. a-d - d ° . d°. c d d R POPOSED' PRIVATE: I m -.4 - °e ° d ° °. STORM EASEMENT - d e ° A. °d d 4. '.'d-' d. .° O O JIF d \ d �38-3g G .138.4'7� FG 139?44a - - b . ' 5.00�:SIDEWA j d F. 8 . ' a ° .1-41 r PG� � 3.3 e . ` F� 4 F d t - ° ° T e a . 138, 13.9.38 - . T T + T T+ + + -G- no, �PLANiTER+- 1 a 41. 1 ° - a. T 0 0 O° f1 ° ° OHP °'( 9 x � z � 0 5 10 » , -FG ,,,6 SCALE 1 = 10 142.70 `END 5' SIDEWALK STA 8+75.93, 21.50' LT FGT 142.64 EXISTING 12" CONC T 10 SD TO BE REPLACED OAP - OHP -TOHP T OHP 0 SD SD cn -Wry 1�3 g� FL `FL 139 t8 I.:::::::':-j \ LFL ' FL 441 78� 141.96 END C RB AND GUTTER- / w �- w 5 wSDCB w w139.09 WI CUR jw FL }#Q#} 140. 6 I 141.60� 8+: 13 0' LT EXISTING �" DI WATER `b 13µµ"11I00/ w ' w Ft - w � w w - ^d RIM=138.51 �`�'='� STA +74.37, 11. 1 LT IE 12" CONC. (E)=136.66 U) 3: RIM0" 1.59 �r IE 12" CONC, (W)-136,66 4 `" V-436r54 12" (E)136.59 TO BE REMOVED - I I V=136 54�12" (W)136.59 9+00 - I / OT 34 DRIVEWAY CENTERLINE STA: 8+60.03 L3 LOT 35 DRIVEWAY CENTERLINE Q \ \ Ss STA: 8+11.44 SS-s EXISTING 8" CONC SEWER SS SS S SS .._ . 18 N 34TH ST 3 ss�Ss (RESIDENTIAL ACCESS) N \ING 12" CONC SD \ IS 1 SD -`Sp - SD :s" SD /SD SD SD SD SD SD EX� SD SD SD SD/ SD G G G / G G G G G G SDCB FRI=143.48 SDCB RIM=138.84 N _ IE 12" CONC. (E)=141.78 IE 12" CONC. (E)=137.29 IE 12" ADS (W)=141.78 IE 12" CONC. (W)=137,29 SSMH RIM=140.76 IE 8" CONC. (E)=132.56 IE 8" CONC. (W)=132.36 IE 6" CONC. (S)=132.76 58 -LF 12" DI 40:97% 9.30% ss _SS T 0HP T SS SD SD G G G G KEYNOTES: OPROPOSED WATER SERVICE PER COR STD PLAN 320.1 1FOR LOT 34 TO BE INSTALLED BY CITY FORCES ** WATER SERVICE PER COR STD PLAN 320.1 OPROPOSED FOR LOT 35 TO BE INSTALLED BY CITY FORCES ** SDCB RIM=145.06 O PROPOSED WATER SERVICE PER COR STD PLAN 320.1 IE 12" ADS (E)=142.56 FOR LOT 36 TO BE INSTALLED BY CITY FORCES. ** E 12" CONC. (W)=142.56 ® EX SANITARY SIDE SEWER TO BE UTILIZED FOR LOT 34* SANITARY SIDE SEWER PER COR STD PLAN - - OPROPOSED 406.1 FOR LOT 35 6 EX SANITARY SIDE SEWER TO BE UTILIZED FOR LOT 36 OPAVEMENT RESTORATION PER CITY OF RENTON STANDARDS (TYP) T 0- T - 0H P ® FIRE HYDRANT ASSEMBLY PER COR STD PLAN 310.1 WITH 2-6" 45' VERTICAL BENDS (MJxMJ) WITH THRUST BLOCKING PER COR STD PLAN 330.3. PROVIDE 1' CLEARANCE FROM PROPOSED STORM. END STORM REPLACEMENT STA 9+31.21, 12.47' LT Og TAPER CURB TO RAMP PROTECT EXISTING UTILITY DURING CONSTRUCTION. w 11 CEMENT CONCRETE TRAMC CURB AND GUTTER PER COR STD PLANS 101 AND 101.1 CEMENT CONCRETE SIDEWALK PER COR STD PLAN 102 QCEMENT CONCRETE DRIVEWAY PER COR STD PLANS 104.2 AND 104.3 SS- 14 EXISTING WATER SERVICE TO BE REMOVED PER CITY IS7DS A SEPARATE WATER PERMIT IS REQUIRED. Q CONTRACTOR TO PROVIDE ASPHALT RAMP TO AVOID RELOCATION OF POWER POLE AND TELECOMMUNICATIONS CABINET 1® NOT USED 3 - G G 7G 3 1 © INSTALL NEW NDBCU WITH 7 BOXES PER COR STD PLAN I I H026, COORDINATE WITH RENTON POSTMASTER 1® SAWCUT LINE (TYP) 1® CONTRACTOR TO INSTALL CATCH BASIN INSERT PER COR STD PLAN 216.30 ® CORE DRILL OPENING AND PROVIDE WATER TIGHT SEAL QINSTALL CONDUIT FOR FUTURE UNDERGROUNDING OF EXISTING OVERHEAD POWER. ® CITY SPRITE ZELKOVA STREET TREE (TYP) .......... ..... ...................... ...................... ........................................................ ...................... .......... ......... .......... ...................... ...................... ........................................................ .......... ......... ..... ................. ...................... ...................... ........................................................ .......... 0) 0) ......... ...... ................. ...................... .......... ........... ..... ...................... ...................... .......... ......... .......... ...................... .......... ......... ....... ................ ...................... J �....... Ni ......... ........ ................. .......... GJ W . . . . . . - - - . . . . . . . . . . . . . . . . . . . . . . . . . m .0 �- tp �O itj �.- + vN vN 6), -. r\ I- +�Qg_�.� II II �. �. � N lu �� �W°p �. m EL. Q. II II..Q� �. �. . W��- z z +? +;I 00 V � (0 ? ? la 'ItN �' o EXISTING 1 " CONC o... 00 rnao m �� SO TO BE REPLACED _ - - - - - . .� ...... ....... .....rn __ ---- o.41� 3 -' `�� �J PROPOSED GRADE AT 00.�. y10 ct +m. _ __ _-� _ 9 . ---- .......... ...................... Q.. w...... Q ........ .... ED........ Flo.... - - - ----_.. .... - 1-2 v �- o EXISTING 12 C NC LU s L .g ^ ^ -.-. - .......... .......... ......z m . m o� ......... 10........ ..... ... .... E ISTING GRADE .A. ... _ - - -. _ _ - - -.-.-. . .. ...... ......... .......... .......... ...... . . �J 0 -4 V.+ Imo. ... ... .� + ce o . II II li g m V W Q .� �.? z .� ? _ - - - - - - EX FIRE. CROSSING . .... o W Q�?.�.?. .� _- - - . ... . -� -___- �- 4.89%. IE=139.0 .. .................... 2.0 MIN 2.0'.CLEA.R.......... - - - - - 1$ _ _ TRIPLE WALL CPE OR AP ROVE .. .... .......... .......... ..... .............. .................. COVER - - _ - _ - LF 12" 0.6' CLEAR ...... _.-.-- ........ -...... .............. 1.0' CLEAI? _.-.-. PR OPOSED ffRE. ... .. . ....................... ...................... ............................ ................... CPE OR APPROVED H RANT CROSSING EQUAL ® • T0 =128.66 125 N OJLXwL O O^JLL X w O LJ L w c�j N c0 C�Nco ) N c0 P) L n n O p2 X w c0 c0 j I" X w n Ln LJL c0 X w c1q_ d- O : O) 1.: ^ O � a0 X w ^VX- Lu rkl- ^ w NX w L LLI 7+00 Lil a z J Li C/L H-�- EX 25' R/W 7+50 EX 25' R/W 13' CEMENT CONCRETE CURB EX 15'f PAVEMENT 1.50' R/W DEDICATION ---I 8' PLANTER STRIP 5' SIDEWALK LO.5' N 34TH ST SECTION A A (RESIDENTIAL ACCESS) SCALE 1"=5' Encomr)ass ENGINEERING SURVEYING Western Washington Division 165 NE J Y*ff Street, Suite 201 a Lwgrlah, WA 98027 a Phone: (425) 392-0250 Eastern Wall ru gton Division 407 Swiftwater Blvd. " Cle Hu n, WA 98922 " Phone: (509) 674-7433 CEMENT CONCRETE SIDEWALK I • x r 2 38375 rs�� � 1 `SSIONAL N 0 . 511712022 8+00 N 34TH ST PROFILE HORIZ. SCALE: 1 "= 10' VERT. SCALE: 1 "= 5' REVISIONS PER ASBUILT SURVEY REVISIONS PER CITY COMMENTS REVISION 8+50 9+00 155 ® PROVIDE 3" ASPHALT LIP TO DIRECT SURFACE WATER TO EXISTING CB ® CAP AND PROVIDE WATER TIGHT SEAL © ADJUST RIM TO GRADE. RIM=132.43 150 *NOTE: CCTV OF THE EXISTING SEWER STUB IS REQUIRED FOR RE -USE. CONTRACTOR SHALL PROVIDE CCTV VIDEO TO CITY OF RENTON PUBLIC WORKS INSPECTOR FOR REVIEW. IF ACCEPTED, SEWER MAY BE LINED OTHERWISE A NEW SEWER STUB PER COR STD PLAN 406.1 WILL BE INSTALLED AND THE EXISTING SIDE SEWER WILL BE CUT AND CAPPED AT THE PROPERTY LINE. 145 **NOTE A SEPARATE WATER METER PERMIT IS REQUIRED. 140 135 130 }5 R-418209 1-11 S-418204 9+50 W-418204 T-418202 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Know what's below. Call before you dig. SURVEYED: SCALE: DATE: VERTICAL: NAVD • S IE R R A HOMES 05 04 20. HORIZONTAL: NAD 1983/3/1991 DESIGNED: CITY OF FRONTAGE IMPROVEMENTSFIELDBOOK: DRAWN: �� RENTON PAGE: CP 5/17/22 TNF A SBUI L TS ONE INCH DATUM • DRAWING N0: NEM 4/2/21 CHECKED: AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. C1.00 BY DATE AP P R APPROVED: SCALE ACCORDINGLY PLAN AND PROFILE SHEEP: Z OF: 6 IN/•� W r_q I O I = W �N/'� W V_ AI 1 N r.'s WE �N\ W 7- I N 1 In ry I- ON 3 z 0 N 0 N N Li.l Q Z Ld L, DocuSign Envelope ID: 31311 B34D3-7EOA-47EC-AI3B3-4329FFEOC1 08 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 THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES T BEFORE ANY CONSTRUCTION OR DEVELGPMENT ACTIVITY OCCURS, A PRE{ANSTRUCTION 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 FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3 ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CFTY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNLGIPAL CODE (RMGj AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE A NO MUNICIPAL CONSTRUCTION PREPARED BY WS DOT AND THE AMERICAN PUBLIC WORKS AS50CIATION (ARWA), FT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERRDR. OMISSION OR VARIATION FROM THE ABOVE REQUREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NCT CONSTITUTE AS APPROVAL OF ANY OTHER rA roWSTRUC'FION I E.G. WATER_ SEWER, GAS, ELECTRICAL ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE R EIIEW AND APPROVAL BY THE CITY PRJOR TO CONSTRUCTED N. THE SU RFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY OEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY 5 A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTEON 13 IN PRDGRE53 ff. THE LOCATIONS OF ALL EXISTING UTILrrIEs SHOWN HEREON HAVE BEEN FSTABUSHED BY FIELD SURVEY OR DOTANED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CDNSI DERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILFf1ES 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 DI SGOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7 VERTICAIL DATUM SHALL BE NAV❑ SB AND HORIZONTAL DATUM 5HALL BE NAD B'1 (TVA STATE PLANE. NORTH). UNLESS OTHERWISE APPRQVFI3 BY THE CITY. REFERENCE BENCHMARK. DATUM, AND ELEVATIONS 5HALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 96%MMMUM DRY DENSITY PER SECTION 2.03.204)D • COMPACTION AND MOISTURE CONTROL TESTS OF THE WSOOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AMC) OTHER NNFILTRATION AREAS, ALL TRENCH RACHF ILL SHALL BE FIRM AND UNYIELDING BUT IN N O CASE SHALL BE COMPACTED TG MORE THAN'32% OF MAXIMUM DRY DENSITY. 9 OPEN CUTTING OF EXISTING ROAD WAYS FOR STORM DRAINAGE WORK AS NOTALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE VATH THE CITY TRENCH RESTORATION STANDARDS. 19. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START DF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHEIif DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STALED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVFrY UNLESS OTHERWISE APPROVED BY THE CITY. 2. AIL PIPE AND APPURTENANCES SHALL Br PREPARED ON A PROPERLY PREPARFOUNDATION IN ACCORDANCE WITH THE CURRENT STATE ❑F WASHINGTONA 57AHtl RD SPECIFICATION FOR ROAD AND BR IDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LENEUNG OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, A$ WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE FhMRE LENGTH OF THE PIPB WILL RE SUPPORTED ON A UNIFORMLY DENSE. UNYIELDING BASE- ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.04 220.IV. AND 220.20 13. STEEL PIPE SHALL BE ALUMI NIEED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2. OR 5 INSIDE AND OUTSIDE. 14- ALL ORANNADE STRUCTURES SUCH A$ CATCH BASINS AND MANHOLBS SHALL BE= FrTTED WITH DUCTILE IRON. BOLT -LOCKING LIDS PER THE CITY 9TANPARD PLAN . P4. W. 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 LIDS WHEN NOT COLLECTING RUNOFF. AND LOCATED WITHIN THE ROADWAY. BUT OUTSIDE OF THE CURBIGUTTER LINE . ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-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. i5. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT VOOT14S AND BUILDING SETBACKS LINES OF THE RENTON SWDM_ 16. LIDS OF MANHDLESICATCH BASINS WITHIN PUBLIC RKIHIT�CF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLEJCATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINJSHEO GRADES. UNLESS OTHERWISE SHOWN. T7. ALL DRIVEWAY CULVERTS LOCATE[] WITHIN CITY R[GW-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE OfTCH. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE ANTS) STD. PLAN - 267.00 PUBLIC WORKS SURFACE WATER STANDARD PLAN B✓3D�d hY IDDEPARTMENT I 8/13/2024 NOTES (1 ❑F 2) artin Pastucha ..".-..-, r...13.4+BU DATE DocuSign Envelope ID 34586810-414F-4F2D-AB59.7C19203B78A3 STANDARD NOTES 1 ALL WORKAND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE wsDoT1APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS d SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE ATALL TIMES DURING CONSTRUCTION 2 OATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM IM HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHALL 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, INCLUDING STREET USE PERMITS. PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION 4 THE FLOURS 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 PLAIN 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 OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 8_ 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 AVO0 DAMAGE OR DISTURBANCE THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RC W 19 122 A DIG TICKET SHALL BE OBTAINED 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 113-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 EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.143). B SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034. SOR 35. C9GGIC9O5 OR DUCTILE IRON CLASS 50. UNLESS OTHERWISE APPROVED BY THE CITY 9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION. ETC I UNLESS APPROVED 8Y THE CITY IF ASANITARY SEWER IS TO 13E LOCATED UNDER ANY STRUCTURE (WALL. BUILDING FOUNDATION, ETC,), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412 10. OPEN-CLIT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE [WSDOT SPECIFICATION R-03 9(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CFTY 11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATCON OF THE CITY AND THE LATEST EDITION OF 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 AUNIFORM 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 STA61LLZED TO THE SATISFACTIDN OF THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE 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 OFTHE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER O R LICENSED PROFESSIONAL SURVEYOR PUBLIC WORKS WASTEWATER UTILITY � PLAN • a13 '1� DEPARTMENT LE tin Pastuchao/26/a STANDARD NOTES TTI?9RRIT6[1` (DATE Encomr)ass ENGINEERING SURVEYING c0000# Westem Wa"igton Division 165 NE AY4)er Street, Suite 201 • Lwquah, WA 98027 • Phone: (425) 392-0250 Eastem Wastm gton DMsion 407 SwAtwater Blvd. • Cle Elam WA 98922 • Phone: (509) 674-7433 1 8:V 20 1 1 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOCI08 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE MOORPORATED 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 THE RE"NJNG NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, 7HEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQVIREJI, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1 I FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: . 4 - B INCH ROCK 140 - 7o°% PASSING: . 2. 4 INCH ROCK I M -40%PASSING; AND • LES3 THAAI2 INCH ROCK f 10 • 209E PA35ING, $9. F0071NG 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 APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CO NNEC!TED TO ON -SITE BMPS- 20 THE END OF EACH STORM DRAIN 5TUB 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 POINT OF GOdNNECTiON OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SMALL eE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHING TON STATE, AND CUT SHE SHALL BE PROVIDED TD YHE CITY PRIOR TO CON97RUCTLON. 22. ALL 14EWLY•I NSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 296.W. CGTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS ANDlOR PAVEMENT 23. ALL 5TURM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSC 3T STANDARD SPECIRCATFDNS AND IN THE PRESENCir OF A REPRESBNTATIVB OF THE CITY, STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAN 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 EIIISTING DUFF LAYER AND NATIVE TOPSOIL GR AMEND THE SOIL WITH COMPOST IN ACCORI]ANCE WITH STANDARD PLAN 264.0D. ZS. LSSUAINCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CrFY DOES NOT RELIEVE THE APPLICANT OF THE CCNTINUING LEGAL OBLIGATION ANTIIOR LABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MANTENNNCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PRWEC7NE EQUIPMENT, FLAGGERB. AND ANY OTHER ACTIONS NEEDED 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 RIGHTOF-WAYTHAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPRQYED BY THE CITY. ALL SECT16O+E5 OF THE 1N5DOT STANDARD SPECIFICATIONS 1.10 TEMPORARY TRAFFIC CONTROL SHALL APPLY 2y PROJECTS LOCATED WITHI N THE CITY'S AOLIIFER PROTECTION AREA (APAI SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (AMC 4-3-6501. 2B. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASINA4ANHOLE LIDS, CLEANDUTS, INLETS. ETC_)INTHE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES. SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NONSLIP OR NONSKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 10 MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 42.1 A2 OF THE RENTON SWDM J1. CONSTRUCTED PERMEABLE PAVEMENT SHALL M PERMEABLE ENOUGH TO ABSORB WATER AT A MI NIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FORAT LEAST 10 MINUTE8. COMPLIANCE WITH THIS MI NIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST LN WH ICH 5 GALLONS OF WATER IS POURED (PWO THE PAVEMENT S RAC T E. W ONLY MINOR AM NT OF WATER PON OR RUNS OF E SURFACE, THEN THE P IS CONSIDERED O M HE P NT U F EALLA ONCE. RM Oil W PS UN OFF G AVBMBNT T EETT MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1.0W SQUARE FEET OF 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 MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. I UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE ANTS) STD. PLAN - 267.10 ,r PUPLIC WORKS SURFACE WATER STANDARD PLAN NStRRIltt44td by: Alt DEPARTMENT NOTES (2 OF 2) arti n Pastuchg/13/2020 N4mtv [P - . !.;,: _-s: eI' 0:A. DATE FACE OF CURa -e 1r7'- _.5 112- yY 112,R. 1•R- T24 I 1 TOP OF Z. lr!"R. ROADWAY ZY r Z. r 7 1•-G" CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE DF ADJACENT CURB - 6 rra _ FLUSH WITH GUTTER PAN AT S1 DBE WALK RAMP ENTRANCE 1:12 124 TOP OF 1)2• R. ROAtYWAY Io I I y V . B" DEPRESSED CURB SECTION AT SIDEWALK RAMPS --A. 3V .L b I �� , . PREMOLOW JOINT FILLER E FULL-l7EPTH EXPANSION JOINT or_ CEMENT CONCRETE 117 R. - 1-R. SIDEWALK RAMP VARIES OR LANDING FROM G"TOO s• I 3A8- PREMOLOFl] JOINT FILLER DEMENT GONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB _s1r2_- SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 1 T 11 1lCR ROADWAY 2" 1 --- N ra 1 - 1'_G- - DEPRESSED CURB SECTION AT RESIDENTIAL OR VEWAYS ONLY. FOR COMME"RCWL DRIVEWAYS SEE STD PLAN 1041 FACE OF CURB B Ira - -5 tr , 1" Irr R. I" R. FACE OF ADJACENT CURB I I IV, TOP OF ROADWAY GUTTER SURFACE I 4,/ 1 R. 51r r R CEMENT CONCRETE \ \ / TRAFFIC CURB DEPRESSED DETAIL AT RESIDENTIAL OR COMMEKIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES; 1. Son standard plans 102 ann 1013 Tot curb oxpansion and conuacdan pint spa". Z. Expansion jolat shalt be 101 depth, 316" (W.) premolded Jvint Filler. 3_ For Deproasod Monollhx Onve ay Curb & Gutter Section, 60o Standard PLRn 104.2 M. PLAN - 101 a I'LIBLIF MFNTS CEMENT CONCRETI GLIRBS DrI�Ar�1'uEiur � i-T r 8:48 DocuSign Envelope ID: 6EECFSB6-602A-4E4A-B436-A317AA638878 EROSION AND SEDIMENT CONTROL(ESC)_STANDARD PLAN NOTES: THE FALLOWING IS A TESTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AHD SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THL 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 NUR EDIT THE REMANiNG NOTES. IF ADDITIONAL NOTES ARE NEEDED FOIR SPL-CIFIC ASPECTS, THEY SHALL HE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTNFTY OCCURS, A PRE -CONSTRUCTION MEETING SHAH BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S COHTRAC TOR L THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY {ECOLOGYI CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY A550CIATEO WITH THE CONSTRUCTION STORMWATER GENERAL PERMTF 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTJQN SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO PAST -PROJECT CLEANUP HN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITWE AREAS AND THEIR BUFFERS. AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IH ACCORDANCE WITH APPENDIX O OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL LRENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURSIWCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED, THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPUCANTIESC SUPERVISOR FOR THE DURATION OF CGNSTR4ICTIQN. S. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGI NNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES. SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY At THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERNG WATERS OF THE STATE. B. WASHOUT FROM CONCRETE TRUCKS SWILL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. 00 NOT WASH OUT CONCRETE T1R1.!GK5 ONTO THE GROUND. OR TO STORM DRAINS OR OPEN DFfCHES. ON-51TE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR T O LAND CLEARING ANDIDR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MANTANED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARNG ANWOR CONSTRUCTION IS COMPLETE AND POTENT LAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS S14ALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITi= HAS BEEN STABELJZED TO ENSURE POTENTIAL FOR ONSIYE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, RE PLACE=MENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILFY OF THE APPLICANT 6. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL 13E DISPOSED OF PROPERLY. S. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TD ENSURF COMPLETE SILTATION CONTROL ON THE PROPOSED SITE DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW 0ONI NTEONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER DUALITY OF THE RECEIVING DRAINAGE SYSTEM. 1D. APPROVAL OF THIS PLAN I$ FOR ESC ONLY. FF DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PJPES, RESTRICTORS, CHANNELS, OR STORMWATER FACkI-MES. 11. ANY DEWATERENG SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANT AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS OUR ING THE DRY SEASON (MAY SST THROUGH SEPTEMBER 30THI SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G.. SEEDING, MULCHING, PLASTIC COVERING, ETC_) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET' SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRLL 311TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15 THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A'MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPEC I LO AND REPLACED AS NECESSARY TO ENSURE FULLY PUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION BXCEED 213 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALT BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SELH MENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY 1S TO ULTIMATELY F• UNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, TH_ TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF TKE PERMANENT FACILrrY. 19. AREA DESIGNA7ED CAI THEPLANES3 CONTAINING EXISTING 7 RMWAT BR FAGI UTIF S OR ON -SITE BMPS fAM ENDEDSGIL S BIO RETE TI N P RMEABLE PAVE ME!. I ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS To AVOID $E: DIMENTATION AND COMPACTION DURING CQNSTRUCTEOTI, 20. PRIOR TO THE BEGINNING OF THE WET SEASON IOCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON • AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED Td PREVENT SEOih1ENT-LADEN WATER FROM LEAVING THE PROJECT SITE; ALL ESC BMPS SHALL BE REMOVED, AND STOR311WATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SEE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDFGO". ALL DISTURBED ARFAS OF THL; PROJBC7 51TI= SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL SE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCF- WrTHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 11ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERI ES IN CITY ROAD RIGHTS -OF -WAY SHALL M COPISTRUCTEO IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD JRIGKMOF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTEHNATLONAL BUILDING CODE. IJNkrt%❑T"RWI5E N41TP, DRAWING 16 NOt TO SCALE INTSI STD. PLAN - tfi8.170 • PUBLIC WORKS EROSION AND SEDIMENT CONTROL FPR ° DEPARTMENT GAZ 9/28/2019 1 STANDARD PLAN NOTES Rio:wont . �..'. RATE BEE KME2 1WR X 5/IrO DUMMY JOINT ✓mEENOSE2 2' D• 2- - O• b . � r- I I L L � 1. I")- 1 I 3/li" PRFMOLDEO JOINT FILTER (TiP) V T - '�'�A C"2INTCONCAM CUMAND CURER . (� 5 PLAN VIEW FACEOF OF i_� CA j CE,NTFaS G ATE �_S tR111ERATE B Ilr I it 5 1 2• 1 E• SI'p6 1/26 R. \1771• R. MATCH !NBC URRa ANo GLl ERBfD rrEMUU BEL ROADWAY BLOPp J• � TOP OF 1" R I RECESS • % 1fd RGAOwpY L ... i �- R . L -- - ..'. •. ADJUSTMENT SE-^rION-WIT INLLU DM. - 4 It m Ril AM] GUT[k3N BID REM - L� . . i"_'. .' ; ,. . CATCH AMIN - NOT 94OLUM IN CURB AND GUTTFJ31LD REM .. .. - .. -1r - ' � 1, ./ 1 SECTION ,�`_� . . _14 . Jul -�� G17NERAL NOTES: -1 ,. 1. The Infant Of this design !s to faalitatD ihp LtismDvel -1-1e of a catch basin with minimal dlsUrbarm Of TIMID CUrb. ' ''�� - 2. The expansion Joints of tha � _: � w �� f' y ` adjacent sldBwalkahail ��Y� I' be -adjusted to be In _` I; I I In vAth them curb ! ~' I N3lcpanslon Jolr)ts. . -� !'. I .I '' 11 , 4 I �I m`` I I�Itii4iC VIEW CEMENT CONCRETE CURB 4PROIZEID: • PxIA31i - 101.1 a .PUBLIC �YORKS INSTALLATION AT ❑Ef'AR1I{E1iT CATCH 6�ISINS � BA i 2 REVISIONS PER ASBUILT SURVEY CP O� ISTO� 1 REVISIONS PER CITY COMMENTS NEM SIGNAL � 5/17/2022 NO. REVISION BY SURVEYED: DESIGNED: /17/22 DRAWN: TNF 1 /2/21 CHECKED: DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M :45 Ah WATER PLAN GENERAL NOTES Standard Plan ND.300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDrTION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY CIF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION 15 IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMrIS PRIOR TO CONSTRUCTION. 2, ALL EX15TING UTILITIES 5HALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERW15E NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR A LL MATERIALS SHALL BE APPROVED IN WRITING BY THE CfTY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON•SFFE. 4, ALL WATER MAIN PIPE MAATERiAL5 SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PERAWWA C 151 AND C 104, PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA 0_10/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL 8E WRAPPED WITH 8-MI L BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAM ETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES, ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILTi-Y CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTSANDTO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF P IPE USED, ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOp{PADp} IN ROADWAYS ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS, ALL PIPE ZONE COMPACTION SHALL BE 95 MOD, 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNEE], INSTALLED AND POURED IN PLACE IN ACCORDANCE WFFH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICALJDINTS IN ADDMON TO CONCRETE BLOCKING. 7- ALL NEW WATER MAIN PtPE5 AND FITTINGS 5HALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE M THE PRESENCE: OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALLAND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIE5, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, A140 PASSED BOTH PRESSUREAND PURITYTESTING. S. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF ISO PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9- THE CONTRACTOR SHALL NOTIFY THE CFTY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALLSURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIR ED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. STD. PLAN - 300,0 Gr PUBLIC WORKS WATER PLAN GENERAL NOTES DEPARTMENT e�. MARCH 2O147 Know what's below. Call before you dig. C TY OF RENTON Planning/Building/Public Works Dept. R-41821 0 S-418205 W-418205 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SIERRA HOMES FRONTAGE IlVIPROVEMENTS A SBUI L TS STANDARD NOTES AND DETAILS DATE: 05/04/2022 PAGE DRAWING NO: C2.00 SHEET: OR 4 6 r­1 O O r_q N U QYI IN r_q O O O r-� IN/ I4 a W r N 1 In PIPE - co W 1 N In ze 3 z 0 N 0 N N Cd Q Z DucuSign Envelope ID: 6EECF5B6r602A-4E4A-B436-A317AA638878 DRAINAGE GRATE GRATE FRAME SEDIMENT AND DEBRIS DRAINAGE GRATE (RECTANGULAR GRATE SHOWNI 9ELOW INLET GRATE OEMCE FILTERED WATER - ISOMETRIC VIEW 5' MAX. —TRIM OVERFLOW BYPASS 13ELOW INLET GRATE DEVICE RETRIEVAL SYSTEM ITVP.) OVERFLOW BYPASS (TYP.} NOTES, 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTER$ THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3 THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. 517E THE BELOW INLET GRATE DEVICE {NGDI FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIC41-FLOW RELIEF SYSTEM (OVERFLOW BYPASS). S. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATNON 6. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 4jW"$-5 4THE N W 15f N91-CO. ❑RA W ING 1S NQT T4 5CALE INTS I STD. PLAN - 216.30 ■ PUBLIC WORKS ADP$ m- DEPARTMENT CATCH BASIN INSERT GAZ 9/29/2018 1 rmn:wa•e.+n,,,,,,:u.,n ❑AYE DocuSlgn Envelope ID 345B6810-914F-4F2D-AB59.7C19203078A3 ROW SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PR00UCT NO 00367502 OR APPROVED EQUAL. SPECIFY "SEWER" ON LID), [SEE STD PLAN 4061 FOR INSTALLATION) F,----- -- - _s -- - - -- -7 L- EXISTING 6" SEWER STUB �� BEN❑ A (REMOVE TO 0 W LINE) REQUIRE? r EXISTING SANITARY SEWER MAIN (RE114VE) ._________ f r ~ 1 - - - - - - - - - - » f S,X6'IE9" WYE BEND AS REQUIRMI (NOT TO EXCEED 45') PROPOSED 6" SEWER STUB SEWER MAIN SIZE X 6" TEE PROPOSED SEWER MAIN 6"x 4" REDUCER EXISTING 4" SIDE SEWER STD. PLAN - 407 a PUBLIC WORKS TYPICAL SIDE SEINER CONNECTION , DEPARTMENT FOR SEWER MAIN REPLACEMENT Main Pastuc/zazo 7 F ❑S14L+d11O n.kr.m rl.�olox PA74 Encomr)ass ENGINEERING & SURVEYING WeAem WaslmTgton Division 165 NEAwipff Stleet, Suite 201 •Issaquah WA 98027 R Phone: (425) 392-0250 Fasten Washington Division 407 SWIl"oter Blvd. • Cle Ekm WA 98922 R Phone: (50N) 674-7433 :45 Al j 12:S FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER NTH 8' MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS, 4' PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8' STAINLF55 STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No- 5780-563 DTM ACRYLIC CLASS, SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY DR AS DIRECTED BY RENTON nRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 113" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TD CURB 4,075" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG 5'x5'x6` THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. HYDRANT. FINISH TO MATCH SIDEWALK. 57ANDAR❑ 8' TOP SECTION WITH REGULAR BASE 6([T/ SECTION LENGTH TO FIT. VALVE NUT EXTENSION EXPANSION JOINT AT AS RE4UIREA_ BACK OF SIDEWALK OONCRETE. SIDEWALK RAISED PAVEMENT MARKER TYPE 88-A R PLANTING STRIP STIMSONITE TWO-WAY BLUE REFLECTIVE 3fi" MIN COVER t-sWrCONCRETE BLOCKING CONCRETE -� THRUST BLOCK 6" x 8" x 4' MININUM CONCRETE HEARING BLOCK UNDER HYDRANT L MAIN LINE TEE- WTH 6" RANGE SIDE OUTLET. 6" GATE VALVE (FL A IIJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" CDR -TEN STEEL TIE RODS-: 112 YARD OF 1-1/4' WASHED DRAIN RUCK 1" ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL, FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS CONCRETE PAD LEVEL ALL GROUND MIN 3' RADIUS ONE MAN ROCK O' 3 5 :V 16" CONCRETE PAD FI LL HYDRANT LOCATION IN OUT OR FILL + PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 DEPARTMENT MARCH 2010 r 2 REVISIONS PER ASBUILT SURVEY CP o i7 s�1 1 REVISIONS PER CITY COMMENTS NEM ONAL N0. REVISION BY 511712022 13%24" PLASTID METER BOX EQUAL TD MID-57ATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75- THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID-STATE5 PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 7" DRILLED HOLE FOR TOUCHREAD PIT LID €SEE DETAIL A -A) 9' MIN 12" MAX FIN15H1 GRADE f <ff a 36' MIN COVER `ry ran 22-1 /2, ❑Ty fl PING PRIVATL -MNG IIN UNIMPRDVED RIGHT OF WAY INSTALL METER BOX AT [ PROPERTY LINE WITH 12' � LONG COPPER TAILPIECE.ac aSIDEWALK I d .I - TOUCHREAD WATER METER TO BE 1�« SUPPLED BY THE z x CITY m �TYPE "K' SOFT Do v COPPER TUBING `~ "1 NEW DUCTILE r IRON WATERVAIN IF SERVICE LINE TO HOUSE IS 3/4" OR I'• TQ BE INSTALLED IN THE FUTURE GA VANiZED INSTALL FORD CT4-33 OR 44 FIPT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OPWATER MAIN TO PROVIDE SLACK IN COPPER GOPPERSETTER FGR 5IB"x3f4" METER FORD SERVICE ONE TO METER. yBH72-15W-4d-33G, OR Vti DONALD BRASS: 21-215WC0033, OR MUELLn: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET GORPORAnUN STOP NTH BALL VALVE. FORD COPPERSETTER FOR 1' METER: FORD VHH72-15W-44-445, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: Z1-4T5WG5Q44. OR MUELLER: 1-8-247-0-2 (3/4' FB1000-3-0) OR AY MCDONALO 47DIB BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" F91000-4-Q) OR AY MCDONALD 47D10 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE NTH QUICK JOINT. NOTE: ALL METER BOXES IN57ALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FUUNDARY_ EXPANSION JOINTS MUSH RE INSTALLED ON BOTH SIDES OF METER BOX. A— A DRILL Z' DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB 17111 NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIDS UNLESS THE Re SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. + PUBLIC WORKS :3 AND 1" WTD ATER SERVICE S. PLAN - 320.1 DEPARTMENT _ - NDVEMDER 2009 SURVEYED: DESIGNED: /17/22 DRAWN. TNF /2/21 CHECKED: DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M DacuSlgn Envelope ID 34586810-914F-4F21)-AS59-7C192C3B78A3 Ex- SEWER MAN I 1 I 1 I i I h I PROPERTY LINE f SPOOL — .— —. ._.._ {LFNC711 AS NEEDED) 3•-O.MIN ;1� fi" SEWER STUB i i i M FUTURE 4" SIDE SEWER BC"--------� 1 1 h I ; I I•'K 4" SiLD 41ARKINC POST PAINTED I 6' CAP WHITE WITH THE WORD 'SEWER' STENCILED SEWER MAIN TEE x 6- TEE j j j j I IN 3" HIGH CLACK LETTER$ AND f'6 WRE 1 . SIDEWALK Z WRAPPED AROUN0 THE STUD AND COUPLING I I i EXTENOW TO THE TOP OF THE STUD (TIP) kTI --------- 6"x6'I<6' SURFACE CLEANOUT W74 CAST IRON RING AND COVER 0 (EAST JOROAN IRON WORKS PRODUCT NO 003675C2 OR I APPROVED EQUAL. SPECIFY 'SEWER" ON LID). ?�! CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD I CONCRETEPAD TO BE 8' IN DEPTH rr--------- - r-_, BEND AS , g" REQUIRED X1STING SANITARY SEWER MART . "IN SLOPE _7 ^•u HlR[ � 31JL ,L HAn 1l %-fi" SEWER STUB 6"XB"X8" WYE FUTURE 6'x K" REDUCER `SEWER MAIN SIZE X 5" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO E)USTING SEWSt MMN A NTITIEIE6 CLAY MAIN - CUT IN A NEW PVC 'VI!' USrNG 'STRONG -BACK" FLEXIBLE COUPLINGS (FC'RNCO OR APPROVED EQUAL) B CONCRETE MAIN - CUT UV A NEW PVC "TEE' USING 'STRONG -SACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED ECUAL) C PVC & C906 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED NTH A RUAC SADDLE (OR APPROVED ECIUAL) D. DUCTILE IRON MAIN - CORE -DRILLED WITH A IiOMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE OCEN LINED (OIPP, ETC}, CUT IN A NEW PVC 'TEE" US1NC 'STRONG -BACK' FLEXIBLE COUPLNGS (FERNCO OR APPROVED EQUAL), F HDPE - CO17E-DRILLED WITH A R04AC SADDLE 'INSERFA-TEE- MAY BE USED ON SEWER MAINS 12' DIAMETER OR LARGER C MANHOLE CDNNECnON - ALL CONNECTIONS V MANHOLES SHALL BE AT MANUFACTURED KNOEIL-OUTS OR THE STRUCTURE SHALL 9E CONE -DRILLED AND USE KOR-N-SEAL 8001S OR APPROVED EQUAL NOTES I PRIOR 70 INSTALLAThON OF A SANITARY SEWER STUB, A sibr SEWER $TUB PERMIT MUST BE PVRWASED FROM THE CITY OF RENTCH PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SErIER SHALL HAVE A MINIMUM 2 5* COVER AT PROPERTY UNE OR .1-5- LOWER T4AN THE LOWEST HOUSE ELEVATION, YAHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 R SLOPE UNLESS APPROVED BY THE 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 VMEN INSPECTOR ARRIVES At THE APPOINTEE] TIME 00 NOT UACKFILL THE TRENCH UNTIL APPROVAL IS GiVE.N BY THE INSPECTOR 5 ALL TRENCH RESTORA-TION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TQ STANDARD PLAN 11D OR T102 6 THE SIDE $;WER STQO $HAL. HAVE PIPE $EOp'NG IN AQCORDA,NCU NTH STANDARD PLAN 445 7 ALL SIDE SEWER STUBS SHALL BE MSTALLEEI BY A CONTP&fs TOR LICENSED AND BONDED IN THE STATE OF WASHINGTQN SIDE SEWER STUB STD. PLAN -406.1 PUBLIC WORKS E "4"INSTALLATIONDEPARTMENT artin Rastucf�W26I2o2 (SEWER MAIN TO PROPERTY LINE) IG90 N.Le N..1. Aa..Ini.r DATE Know what's below. Call before you dig. C TY OF RENTON Planning/Building/Public Works Dept. 1 12: R-418212 S-418206 W-418206 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SIERRA HOMES FRONTAGE A PROVEMENTS ASBUIL TS STANDARD DETAILS DATE: 05/04/2022 FlELDBOOK: PAGE: DRAWING NO: C2.02 SHEET: OR 6 6