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HomeMy WebLinkAboutR-386001rnnWj W Z NE 21ST ST z Q Z SITE w rN*� D O Or z ISSAQUAH. WA 98027 C4.0 NE 19TH ST NE 19TH ST STORMWATER FACILITY NOTES & DETAILS NE 16TH ST ENCOMPASS ENGINEERING & SURVEYING yoNFY NE C SUNSET REElr 165 NE JUNIPER STREET, SUITE 201 900 C5.2 VICINITY MAP lofflim GRAPHIC SCALE 20' 0 10, 20' ( IN FEET ) 1 inch = 20 ft. 0 PLAT INFORMATION NOTES.- 0 Z SHORT Pear CONDITIONS 1. THE FRONT YARD OF THE FUTURE SINGLE FAMILY RESIDENCE ON PROPOSED LOT 1 SHALL BE ORIENTED TO THE EAST AND A NOTE TO THIS EFFECT SHALL BE RECORDED ON THE FACE OF THE PLAT. 2. A DEMOLITION PERMIT SHALL BE OBTAINED AND ALL INSPECTIONS AND APPROVALS COMPLETED FOR THE REMOVAL OF THE EXISTING SINGLE FAMILY RESIDENCE AND DETACHED GARAGE PRIOR TO RECORDING THE FINAL SHORT PLAT. 3. A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE PLANNING DIVISION PROJECT MANAGER. THE 10 -FOOT LANDSCAPED STRIP SHALL BE INSTALLED PRIOR TO FINAL SHORT PLAT APPROVAL AND THE FRONT YARD TREES SHALL BE INSTALLED PRIOR TO FINAL OCCUPANCY FOR THE NEW SINGLE FAMILY RESIDENCES. 4. A REVISED TREE RETENTION PLAN IN COMPLIANCE WITH THE CITY'S ADOPTED TREE RETENTION AND LAND CLEARING REGULATIONS SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 5. ACCESS TO LOT 1 SHALL BE PROWDED FROM THE PRIVATE STREET. A NOTE TO THIS EFFECT SHALL BE RECORDED ON THE FACE OF THE SHORT PLAT. 6. THE SHORT PLAT PLAN SHALL BE REVISED TO PROVIDE THE REQUIRED S -FOOT SEPARATION BETWEEN THE PRIVATE STREET AND THE ADJACENT PROPERTY LINE. THE REVISED SHORT PLAT PLAN SHALL BE SUBMITTED PRIOR TO FINAL PLAT APPROVAL FOR REVIEW AND APPROVAL BY THE PLAN REVIEW SECTION. 7. A REVISED SHORT PLAT PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REWE\(V SHOWING THE REQUIRED 9.5 FEET OF RIGHT OF WAY DEDICATION FOR REVIEW AND APPROVAL BY THE PLAN REVIEW SECTION. THE APPLICANT SHALL EITHER SUBMIT ENGINEERING PLANS SHOWING THE REQUIRED FRONTAGE IMPROVEMENTS ALONG UNION AVENUE NE OR SHALL SUBMIT A WAIVER REQUEST FOR THE STREET FRONTAGE IMPROVEMENTS AND RECEIVE APPROVAL FROM THE DEPARTMENT TO COMMUNITY AND ECONOMIC- DEVELOPMENT PRIOR TO CONSTRUCTION PERMIT ISSUANCE. & A REVISED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW SHOWING THE REQUIRED LS -FOOT WIDE LANDSCAPE STRIP AROUND THE STORMWATER POND. THE LANDSCAPE PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION PERMIT ISSUANCE. THE LANDSCAPING SHALL BE INSTALLED PRIOR TO THE RECORDING OF THE FINAL SHORT PLAT. 2001 UNION PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M. CITY OF RENTON, STATE OF WASHINGTON o� �o o0 J �T 0 APPROXIMATE CUT/FILL VOLUMES CUT 150 CU. YDS FILL 150 CU. YDS DISTURBANCE AREA 0.9f ACRES E. 1/4 CORNER SECTION 4-23-5, FOUND 3" DISK IN MONUMENT CASE. CITY OF RENTON #1325, VISITED MAR 2014. EL=444.763' EXISTING STREET LIGHT 0 0 I II i II n 1-0- 265'± n I II II' 1 0 o n o CAI i 1�� N (�I Vom II 4 SM -19'30"E 396.28' II I \ 0000 51.00 51.00' _ _ _�9'30'� PROPOSED r 7Si.00 9.50' � .._' 30.00' ,...... _ -------------- STREET LIGHT ku 18 -----, a I ON EX. POLE ti I ' 1 •fir• I -1 I------------------- I a SII I i a LO ' I I -, r------- ---------, , I ° a SII I ;� , , ' ' T I , ' 9.5' DEDICA77ON LOT I I LOT 3OTII 4,97 sq:,ft• ; 4,982 s .ft. ' ; ' L TRACT A q \ 4,829 sq.ft. I I n I Q.1 acres I 0.11 acres I I O 11 acres 4,831 sq.ft 600' LOT 1 n (PRIVATE DETENTION/RETENTION TRACT) ' ; ; ; 0.11 acres ; 7,510 sq. ft. (PUBLIC ACCESS EASEMENT TO CITY) ' 0.17 acres I / - r-----� L_ • -----� 9 A 4j1 �. I I W W ; 8' WIDE LAA DSCAPE I I I. t _ I STRIP l , .�ti 26. . . . . . . . I i Z I I g l 1 1 0\ a 11,522 sq. f t. I I I Z o s'+ I I I I QI 0.26 acres I I , 10' PUBLIC SE RIWATERM & , , .. , . , , . I ' t t 46.0 PRI VA TE !TOR EASEMENT • • • • • • • • i 1 10' PUBLIC SEWER/WATER I3e I ; I' �--�j -- . . . . . . . - - - I PRIVATE \STORM EASEMENT; ' t ' '- - --------- J L _ _ - - - - - - - - - - - - .............. a a ...... ........ .. ....... I-------- • /..................... -- - -- ............. .......... .I. a 0 . . ... . . . . . . . 2 2.32 51.00' ... .......... ....... 51.0' ..... ..... ....... ... .. saw, . ........ ... ...... ......... ............ ................................. .. ... . . . I . . . . . . . . . . . I . . . . . . .......... ......... ........... .. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \\ ............. ..... ..... TE ROAD ...s' ..f . . . . . . . ............_. ............... .. ......................... .......... - a ° t ....................,........ ............................... . . . . . . . . . . . . I 95.41 ............... :,. 1 FV" 112 SIMI7'07"E 396.43 \ A REEAR �\rl A11� CAP �s o - r QG FOUND CONCRETE DRIVEWAY, 1/2" SHEET PER DETAIL C5.0 GENERAL NOTES: REBAR 1. DECLARATION OF COVENANT FOR ACCESS EASEMENT IS REQUIRED. 2. LOT OWNERS (1-5) ARE RESPONSIBLE FOR MAINTENANCE OF THE PRIVATE DETENTION/RETENTION TRACT, INCLUDING ALL LANDSCAPING REQUIRED. 3. INFILTRATION TRENCHES, DRYWELLS OR OTHER BMP'S SHALL BE DESIGNED AND APPROVED WITH BUILDING PERMITS FOR INDIVIDUAL LOTS PER THE RECOMMENDATIONS OF GEOTECH REPORT "GEOTECHNICAL INFILTRATION FEASIBILITY LETTER" BY GEORESOURCES LLC, DATED MAY 23, 2014. 10 000 0 0 804405-0050 00 00 SHEET INDEX: TITLE OWNER: WILLIAM HUGHES C1.0 TREE RETENTION PLAN 14401 ISSAQUAH-HOBART ROAD TESC PLAN, NOTES & DETAILS C3.0 ISSAQUAH. WA 98027 C4.0 WATER/SEWER PLAN & PROFILE (425) 444-3367 STORMWATER FACILITY NOTES & DETAILS ENGINEER: ENCOMPASS ENGINEERING & SURVEYING C5.0 CONSTRUCTION DETAILS 165 NE JUNIPER STREET, SUITE 201 CONSTRUCTION DETAILS C5.2 ISSAQUAH, WA 98027 C5.3 CONSTRUCTION DETAILS (425) 392-0250 CONSTRUCTION DETAILS C5.5 CONTACT TOM REDDING In9 TAX PARCEL NUMBER: 042305-9077 PROJECT SITE ADDRESS: 2001 UNION AVENUE NE m RENTON, WA 98059 D SECTION, TOWNSHIP & RANGE. PORTION OF THE NE 1/4, OF NE 1/4 Y,s SEC. 04 TM. 23N., RNG 5 E, WM PROPERTY ACREAGE. 1.13 ACRES co TOTAL NUMBER OF LOTS. 5 LOTS AND 2 TRACTS LAND USE DESIGNATION. RESIDENTIAL SINGLE FAMILY (RSF) ZONING: RESIDENTIAL - 8 (R-8) O PROPOSED USE: SINGLE FAMILY RESIDENTIAL SEWER: Cl TY OF RENTON WA TER SYSTEM: CITY OF REN TON SCHOOL DIS TRIC T.• RENTON SCHOOL DISTRICT #403 FIRE PROTECTION. CITY OF RENTON FIRE DISTRICT ELECTRICAL POWER: PSE uj c NATURAL GAS: PSE TELEPHONE. QWEST SHEET INDEX: TITLE NO. COVER SHEET & TOPOGRAPHY/HORIZONTAL CONTROL PLAN C1.0 TREE RETENTION PLAN C2.0 TESC PLAN, NOTES & DETAILS C3.0 GRADING & DRAINAGE PLAN & PROFILE (TRACT '$B'$) C4.0 WATER/SEWER PLAN & PROFILE C4.1 STORMWATER FACILITY NOTES & DETAILS C4.2 CONSTRUCTION DETAILS C5.0 CONSTRUCTION DETAILS C5.1 CONSTRUCTION DETAILS C5.2 CONSTRUCTION DETAILS C5.3 CONSTRUCTION DETAILS C5.4 CONSTRUCTION DETAILS C5.5 LEGAL DESCRIPTION: TRACT 2, COUNTY OF KING SHORT SUBDIVISION NO 677115, RECORDED UNDER KING COUNTY RECORDING NUMBER 7712130605, RECORDS OF KING COUNTY, WASHINGTON SITUATE IN THE COUNTY OF KING , STATE OF WASHINGTON TOPOGRAPHIC & BOUNDARY NOTE TOPOGRAPHIC AND BOUNDARY SURVEY SHOWN HEREON WAS PREPARED BY TOUMA ENGINEERING IN 2014. CONTRACTOR RESPONSIBILITY: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. DISCREPANCIES: IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. EXISTING UTILITY NOTE ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 1o° ,o 0� REFERENCES R-1 KC BLA L98L0073 REC N0. 9870219010 CONTOUR NOTES CONTOURS SHOWN HEREON ARE AT 1 -FOOT INTERVALS. HORIZONTAL CONTROL CITY OR RENTON 716 TOP 1" BRASS DISK SET IN CONCRETE MONUMENT CASE AT INTERSECTION OF EASTERLY PORTION OF N.E. 19TH STREET AND UNION AVENUE N.E. NORTHING: 188279.24 FASTING 1311392.033 CITY OF RENTON 1894 FOUND 6" MONUMENT CASE AT INTERSECTION OF N.E. SUNSET BLVD AND UNION AVENUE N.E. NORTHING 186648.375 FASTING 1311364.027 48'± It J II I SII I W (W uu I II I n I � n I LLI n I u I LLJ II I � u I uI I � W , o s X11 �j \ I II I 11 z Z u ! I on i SII u II I �o II I ° u I I I EX. FIRE HYDRANT n I SII I - u I II I 1 � II I II I SII I / n II I II I n I II I 11 I n I W W C -JI CP n I I I FOLM 5 " REW AND i n ATI IA I BENCH MARK CITY OF RENTON 716 TOP 1" BRASS DISK SET IN CONCRETE MONUMENT CASE AT INTERSECTION OF EASTERLY PORTION OF N.E. 19TH STREET AND UNION AVENUE N.E. NORTHING 188279.24 FASTING: 1311392.033 ELEVATION=437.27 Know what's below. Call befiore you dig. Co It-058*OoI EXISTING STREET LIGHT INDEX LOCATION SEC. 04 T. 23 R. 05 W.M IN COMPLIANCE WITH CITY 'OF RENTON . STANDARDS BY., Date: 11 Ii 8Y• Date: y s l f _. BY: Date: BY. fie. ILr I ' ZZ• r� II I n I II to- CD z C: 0 z W C r N I � FOLM 5 " REW AND i n ATI IA I BENCH MARK CITY OF RENTON 716 TOP 1" BRASS DISK SET IN CONCRETE MONUMENT CASE AT INTERSECTION OF EASTERLY PORTION OF N.E. 19TH STREET AND UNION AVENUE N.E. NORTHING 188279.24 FASTING: 1311392.033 ELEVATION=437.27 Know what's below. Call befiore you dig. Co It-058*OoI EXISTING STREET LIGHT INDEX LOCATION SEC. 04 T. 23 R. 05 W.M IN COMPLIANCE WITH CITY 'OF RENTON . STANDARDS BY., Date: 11 Ii 8Y• Date: y s l f _. BY: Date: BY. fie. ILr D n 8 0 a z G z C 3 m m ZZ• r� Co to- CD z C: 0 z W C r N O O 0 © m z ~ ^ m W In9 >- m m m 2 D m � 0 co O W •� 2 W � uj c Cr. Q� W �a U U U as o zaaa CL z z cn N Cc g�'`��� O W 0 ��►ME&WA � Z' s �32285 j�VAL Q, n Q n Q�C Q� qD O � DO I 00 0 � O W w _ O r-- U Li Q J Li m_=z z Cf, O O Cr N ry ry C' LLi O r--. O o C) O N 0 M c� - M N X CN ■ V C N LL V)0 ■ M z NaN ry) N � c c `c 1::6ff 5 c .15 0 U7 LF 5=5o c . c ,j� c OV C N 0,4 t _o=� :s oo :c , 3Q N Z_ ESE 0 0 r v cs, < W 3 d� W E UZ (n _ W Z N U W L V) a V) N W 00 W � Ln `o Jog NO. 15515 DA tE 10/26/15 LE 1 "=20' tlKiMED TJR DR WN JEF C CKED TJR APOWOVE'D TJR 1 $MET C 1. 0 D n 8 0 a z G z C 3 m m ZZ• r� N o _ti o CD z C: 0 z W C r N 0 m z m m In9 D D n 8 0 a z G z C 3 m m D N o _ti o CD z C: 0 z � W m r N 0 D n 8 D m r N SILT FENCE PORTION OF THE NE 114 OF THE NE 114 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M. CITY OF RFNTON_ S TA TF nF WA.SHI NG TnN EROSION CONTROL GENERAL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING 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. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS 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 PERMI TLE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMI TEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WI THIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WI THIN 24 HOURS FOLLOW NG A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 307H, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. ( IN FEET ) 1 inch = 20 ft. CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY' S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. TOPOGRAPHIC & BOUNDARY NOTE TOPOGRAPHIC AND BOUNDARY SURVEY SHOWN HEREON WAS PREPARED BY TOUMA ENGINEERING IN 2014. STABILIZED CONSTRUCTION ENTRANCE 2"X4" WOOD POST, STEEL FENCE POSTS, REB AR, OR EQUIVALENT FILTER FABRIC MINIMUM 4"x4" TRENCH - -- BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" -1.5" WASHED GRAVEL EXCEPT FOR TREES TO BE RETAINED, (dr TEMPORARY NO DISTURBANCE AREA) CLEAR ENTIRE SITE SOLID 0.5WALLS FILTER MEDIA -,_ 4 FOR DEWATERING ,z. SILT FENCE N.T.S. 2.0' i CB PMTECMW n • rnu o A caul 9.5' DEaCA TION EX. FIRE HYDRANT SSMH RIM EL=439.45 IE 8-PVC(NE)=431.10 IE 8"PVC(N)=430.80 IE 8"PVC(S)=430.75 MAINTENANCE STANDARDS NOTE. THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASIL Y MAINTAINED. 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON-SITE OR HAULED OFF-SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE INSERT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. 774E FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. CATCH BASIN INSERT Know what's b910W. C all befiore You aig. CPt Il - � 3 -too 03 V , • 46 T g N 0 C) to r C T;. w C • < z V� o o rn ai a Q j Z m 2 D � z 0:: C Z aooZ 0�. 0- a Cn s C Lo O W W O Ct 02 U O MIE of WAsk 38285 `SIOATAL Un Q W O � O V J W �n -.-.J Z � �z� z J Q M _ <t O n zLLJ Q, U (f)w � O O N 0 fln as M 'd' x CN LL o Lino N V- o M Z NCNN fln W N � c ? c 0 Q) ° .s o ,s o ' Q L v' CQ V c . c p C N = o a. 00 0 3Q 3 N 0 Z EE 00 W d� � � Z E m o Z N V W• U L a Ll) a� � N a� CL � 00 Z Ln ,SOB NO. 15515 DA TE 10/26/15 SCALE 1 "=20' DESJGNED TJR DRAWN JEF CHECKED TJR APPROVED TJR SHEET Llo� 3. O V , • 46 T g N 0 C) r C T;. w C • < z V� C 7 O j Z m D W T g N 0 C) r C T;. w C O mC O W T g v 1 0 mC TOP=441.0 INSIDE TOEm436.0 OUTSIDE TOE=437.0 0 s 0 o 15' ;LANDSCAPING --� TOP=441.0 INSIDE TOE=441.0 OUTSDE ,' tOE=441.0 DAYLIGHT WALL DRAIN --� STA. 4.29 END TALL TOP=436.0 TOE=433.8 1' FROM PROPERTY LINE -SEE SEC71ON BELOW TOP=441.0 INSIDE TOE= 436.0 OUTSIDE TV'=437.0 PORTION OF THE NE 114 OF THE NE 114 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W M EX. CB CITY OF RENTON, STATE OF WASHINGTON RIM=441.01 TEMPORARY NO INV=435.91 (18�N) INV=435.46 (18 S) J 4 Sm'19'30"E 396.28DISTURBANCE AREA \ _ Ila tAOSCAPM --� �\ � FENCE TEMPORARY NO \ \ 1 DISTURBED AREA" NTH ORANGE ` SAFETY FENCING 8'X8'X1' DEEP RIP RAP PAD 36 T �OT ��7L 0 T �•,9 2 sgft. 4,92 s .ft. �\ 4 L OT 2 0.11 acres q ,829 sq.ft. 41 A 0.11 acres 0.11acres 4,8.1 sq.ft. DoT I ffff/ VA RETENTION TRACT) 436 0.11 acres 7,510 sq. ft. I ' (PUBLIC ACCESS SEMENT TO CITY) 0.17 acres 442.00 i i I 15,. i 70 ov12 IAC o i I0 sox .. ... EXIST►NG HOUSE TOP 441.0 TO BE REMOVED \ \ 522 ; q f . I I =441.0'. \ i OU TOE=441.0 EXISTING I . 2 6 r .� rARAGE TO BE \ �� 10' PUBLIC SEWLRIWA TER REMOVED PRIVATE STORM EASEM T . . • V10' PUBLIC SEWER/WATER & V PRI VATS TORM EASEMENT \ II . .... a I I 8 PVC STORM --� ti I I • ':,�� _ _ .ao• •�, I o 0.bM MMI., TYP. AM 0. �v 1 • • I '` M 1� 1 ....... .*.p.mca3w.................... .................. 44d......................... 1 �. LFN12" PVC ': •0. , . \. .CONSTRUCT 'DEPRESSED' . . III,Nor ' ACT . . 4+00 .. _ QCT EPRESSE . . _ . . . . . . . . . . . . . . . . .PR�V • CONSTRUCT D ��CURB GUTTE ft W � 3+00 CURB ' s�rT ---r+--- ATE ROAD ......... 2 . �} \ 9 -. - \ -- � � 1 � ;�gmtana ' AMA 11lw•/ 7AIlflY1 �.. .a L + `/ �� a , � ;r t __- - S . 0V . . . . . . . . 3 a � a Ia a ILL � a a a 442.00 i i I 15,. i 70 ov12 IAC o i I0 sox .. ... EXIST►NG HOUSE TOP 441.0 TO BE REMOVED \ \ 522 ; q f . I I =441.0'. \ i OU TOE=441.0 EXISTING I . 2 6 r .� rARAGE TO BE \ �� 10' PUBLIC SEWLRIWA TER REMOVED PRIVATE STORM EASEM T . . • V10' PUBLIC SEWER/WATER & V PRI VATS TORM EASEMENT \ II . .... a I I 8 PVC STORM --� ti I I • ':,�� _ _ .ao• •�, I o 0.bM MMI., TYP. AM 0. �v 1 • • I '` M 1� 1 ....... .*.p.mca3w.................... .................. 44d......................... 1 �. LFN12" PVC ': •0. , . \. .CONSTRUCT 'DEPRESSED' . . III,Nor ' ACT . . 4+00 .. _ QCT EPRESSE . . _ . . . . . . . . . . . . . . . . .PR�V • CONSTRUCT D ��CURB GUTTE ft W � 3+00 CURB ' s�rT ---r+--- ATE ROAD ......... 2 . �} \ 9 -. - \ -- � � 1 � ;�gmtana ' AMA 11lw•/ 7AIlflY1 �.. .a L + `/ �� a , � ;r t __- - S . 0V . . . . . . . . 3 a � a Ia a � a a a to a a , 1= a 0 W rRi ul STA. 4+00 ---�. ft V ................ 70P=440.0 FOUND 1/1 ii F - ro7'� 396.43' T�aE=434.0'17'0 � .� \ STA. 3+ 73 AEBAR \ S 7 E 301.02 6 MAX.CS #3 AND CAP 2+00 BLOCK WALL CONTROL MANHOLE 3+69, 1+Q 15' RT T1s " STA_ STA. 1 +50 \ 5' C914, TYPE a-48` � TOP 441.0 , RWm441.30 MIV=43&06 (6") M06434.56 (12&) TYPE II 54" 6" WALL DRAIN RIM=442.01 O.F.=440.00 INV=436.00 �n STA. 3+00 FOUND TOP=441.5 1/2" BMP NOTE.- TOE=435.5 REBAR & CAP I NFI L TRA TION TRENCHES, DR YWELLS OR OTHER BMP'S SHALL BE DESIGNED AND APPROVED WITH BUILDING PERMITS FOR INDIVIDUAL LOTS PER THE RECOMMENDATIONS OF GEO TECH REPORT "GEOTECHNICAL INFILTRATION FEASIBILITY LETTER" BY GEORESOURCES LLC, DATED MAY 23, 2014. 6 rr-IW% RA TIDE 4M5 PVC WIILL DRAW STA 1+80, 2.85' RT CS #2 TYPE 11-48" RIM=440.60 INV=435.06 vtWN 2 - 6 TOP=441.5 TOE=439.5 1' FROM PROPERTY LINE STA. 1+70, 10.35' RT -SEE SECTION BELOW CBJ 5. TYPE 11-48" O CURB FL R#4=440.45 �� INV=4'34.88 (8") \ INV=435.55 (12') \�D I 1 00' IHSS BAR PER C.O.R. H009.1, • 5' FWW SIOEN(ALK STOP SISI PER C.O.R. 6012 AND STREET SW PER C O.R. 6013 II I II' O II CD LAI N sl Ex CB 11 I RIM= 441.03 II I INV=437.48 (12 -CMP) I''300E :110' I EX. SIDEWALK TO BE REPLACED W/ 8' PLANTER STRIP A 8' SIVEWAL.K -SEE STREET SECTION ADD STREETLIGHT TO EXISTING UTILITY POLE. PSE/4NTOUGHT TO DESIGN AND BUILD. I I I 9.5p DEDI CA 77ON II 1 II u a n I on I W �n II I EX. DRIWWY aW-CUT TO BE REMOVED. CONSMWT NEW ALJ v 1' CM AND GUTTER PER COR STD PLAN 101 A9SUJfV II II II I CONSTRUCT 16 -UNIT MAILBOX GRAPHIC SCALE 11 I LOCKBOX PER USPS STDS. 20' 0 10' 20' OII IN FEET ) 1 inch = 20 ft. II I 01I SII 20' DRI VELI Y ENTRANCE - SEE DETAIL BELOW � n I II I ' EX. FIRE HYDRANT I I I 0+ 00 I I I u I �n I STA. 0+20.A 1' RT I I I C8jf 1, T YK 0-48 / I RW430.20.f (MATCH GUTTER) u 11 I NEW NVV6434.2+6 (12"V EX MVV=434.26 (18N&S) (VERIFY) n I ROTATE STRUCTURE 180' TO PROWDE 11 I SEPARATION BETNEEN W4 TER & SEWR ---- W n I �u SSMH RIM EL= 439.45 ' IE 8-PVC(NE)=431.10 I Iii j IE 8"PVC(N)=430.80 i IE 8"PVC(S)=430.75 0 RAMP DOWN 0 2:1 MAX 8' PLANTER STRIP DETECTABLE WARNING IPATfER SH CURBLINE FORMED 1 CONCRETE 0+00 DRIVEWAY ENTRANCE T SEE C.O.R. STD. PLAN104.1 iECTABLE WARNING P ERN RAMP DOWN 0 t:1 MAX EPLACE EX. IDEWALK TO EAREST JOINT DRIVEWAY ENTRANCE 1 " =10' Know what's b010W. Call be�.ore YOU dig. {m vv to LO II I II' O II CD LAI N sl Ex CB 11 I RIM= 441.03 II I INV=437.48 (12 -CMP) I''300E :110' I EX. SIDEWALK TO BE REPLACED W/ 8' PLANTER STRIP A 8' SIVEWAL.K -SEE STREET SECTION ADD STREETLIGHT TO EXISTING UTILITY POLE. PSE/4NTOUGHT TO DESIGN AND BUILD. I I I 9.5p DEDI CA 77ON II 1 II u a n I on I W �n II I EX. DRIWWY aW-CUT TO BE REMOVED. CONSMWT NEW ALJ v 1' CM AND GUTTER PER COR STD PLAN 101 A9SUJfV II II II I CONSTRUCT 16 -UNIT MAILBOX GRAPHIC SCALE 11 I LOCKBOX PER USPS STDS. 20' 0 10' 20' OII IN FEET ) 1 inch = 20 ft. II I 01I SII 20' DRI VELI Y ENTRANCE - SEE DETAIL BELOW � n I II I ' EX. FIRE HYDRANT I I I 0+ 00 I I I u I �n I STA. 0+20.A 1' RT I I I C8jf 1, T YK 0-48 / I RW430.20.f (MATCH GUTTER) u 11 I NEW NVV6434.2+6 (12"V EX MVV=434.26 (18N&S) (VERIFY) n I ROTATE STRUCTURE 180' TO PROWDE 11 I SEPARATION BETNEEN W4 TER & SEWR ---- W n I �u SSMH RIM EL= 439.45 ' IE 8-PVC(NE)=431.10 I Iii j IE 8"PVC(N)=430.80 i IE 8"PVC(S)=430.75 0 RAMP DOWN 0 2:1 MAX 8' PLANTER STRIP DETECTABLE WARNING IPATfER SH CURBLINE FORMED 1 CONCRETE 0+00 DRIVEWAY ENTRANCE T SEE C.O.R. STD. PLAN104.1 iECTABLE WARNING P ERN RAMP DOWN 0 t:1 MAX EPLACE EX. IDEWALK TO EAREST JOINT DRIVEWAY ENTRANCE 1 " =10' Know what's b010W. Call be�.ore YOU dig. W 8 W g v {m to LO 1= C 0 rRi ul Q C1 m m D M e v �i cc ilt 2 U5 N � 4- � uj o QQ Ce ar U o J�►ME8 tis c� C* x s 38285 OVAL Q V O _ ('J Lij (f - CD o Qw L.� w o Z --J < LL Z C) a� a- -= 0 00 S -:2C= Z Q � Q - Q ry 0 N 0 M i G� G\ M � c� ,,. O U 0 N o Z N M CIS ?- M W C c V) n50Q0 ocr0 0 c C'C C 00 :C Q N 0 Z E E 0 mini � W uzEf � o Z W 4-1 L V N C� V1 Q. LLJ W W 0 Un JOB No. 15515 DA TE 10/26/15 SCALE 1 "= 20' DES#GWD TJR DRAWN JEF CHECKED TJR APPW-WED TJR SWET C 4. 0 W 8 W g v {m Z 1= C 0 rRi 'z m m D W 8 W g v mm® STA: 4+30.84, 4 0 �' L T Sm CAP W1`TEMP.\ 2`4.0. ASSEMBLY AND RMRUST BLOCKING 4 PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., VI -M. EX. CB CITY OF RENTON, STATE OF WASHINOTON RIM=441po1 \ s I LAI "s INV=435.91 (18-N) N call I INV=435.46 (18"S) EX. CB . 4 S"8d19'301PE 396.28' II I RIM=441.03 36 II I INV -437 4 12"CMP _ '19'30' a 30.00' \ 18 ° � u I I ° LOT 5 LOT�" ' A 4a 9.5 DEDIC T10N 3 11 I ❑, 972 sq ft. 4, 982 s . ft. \ LOT 2 u I A TI 0.11 acres q 4, 829 sq. ft. d II , A 0.11 acres 0.11 4,831 sq. a n acres LOT � II I (PHI VA I F OF WNAPPROX. LOCATION CITY OF CAUTION RETENTION TRACT) _ _ = 0.11 acres 7,510 s .ft. u ' AKIN• FF 442' q SEATTLE 36 MMA � 436 N. FF -� o (PUBLIC ACCESS SEMENT TO CITY) ,�,� 0.17 acres w _ n I -CALL KA IN ILLMAN OF SPU \ MIN = hIIIN. FF = 442' / I w �;1 1(206) 6so-ldrs PRio" Tn ANY WORK NEAR WA TERLINIE, / --�--- I o a DK��NGy POT}IOLIWG, ETC. \ . . . . a , II qf I II cuCc ti�chr Cx 86o 181R T isi n11 522 SA. 2+ 1* WATER METER, TYP. i �l. 2 .26 r .... ' .... SFp 1a6 10' PUBLIC SEWR%WA TER 1.s5 f�433.22 O6 NW Wc,(l PRIVATE STORM EASED INV10 PULIC SEWER/WATER & GRAPHIC .�SC ALE , INV433.05 (8E) PRI VA TETORM EA SEMEN T \ �-------I I . . . . o zo o 10, zo -- - - - -- LIII �, , :•. � J I ---- / a S 6„ PC SEER SERVCE ..... STA. 2+45 . •. (u°j Zs (� SII I I STA. 0+00, 1 d'RT _ 1 ) I .. ... ... . . . s - - - - -- % STA. O+afI =439.95& (MATCH PAYING) IN F EETO 200xTYPSTA. 1+42 INV=431.05 (80M) 1 inch 20 ...... .......... ........ N8„ PVC •7 I I EX. INV= 430.95 (dN&S) now so's WWI .�. • # • « . ....... TR _AC T -`B V.2 e 0 •1 EX. FIRE HYDRANT- - - �. Ell 0 00 all We x STA: -0+1&6Z &91" LT I I , _HOT TAP C014NECTM TO .04 EX. 8' CITY 1111147ERMAIN I i51 I� _ A ] 01 TAPPIING VAL If 1-6" GATE VALVE (FLXMJ) 112" 1-8" GATE VALVE (MJ) 1-8"X8"X6" TEE (MJ"WL) 1-8" GATE VALVE (FLAWJ) REBAR W/ MEGALUG FLANGE ADAPTERS ON r LEGS II I n I 1-d" ADAPTER (n -*J) & CAP 1-6" GATE VALVE (FL)dWJ) I� 6" DIP CL.52-CUT TO LENGTH6" DIP CL52-CUT TO LEWIN 1 -FIRE HYDRANT ASSEMBLY\ \c� 1 -FIRE HYDRANT ASSY EEI W W W/TFIM!'!!ST BLOCKING C,) W/THRUST SLOCKMMG SSMH RIM EL=439.45 IE 8"PVC(NE)=431.10 IE 8"PVC(N)=430.80 IE 8"PVC(S)=430.75 4•-8" 45■ B11 M0 (MJ) 1 �-8"X8"X6- TEE (FL.) LUW P/. � ►AC T + /U. Uu W/TMR+U T >�OpC ,\ �- " LOW PT ELEV: 440.65 � p' H N 1-8� GATE VALVE .(FLXMJ) �as. 1. BMP'S SHALL BE PROVIDED ON EACH LOT TO + 1_8. GATE VALVE (FLxMJ) o PVI STA: 1+70.00 0 TREAT 1400 SQ FT OF IMPERVIOUS SURFACE " o ao 0 0o HIGH PT. STA. +74.44 1-8 ADAPTER (F`LxtAMJ) �1 �,�. C�M1K� r PVI ELEV. 440.45 PER LOT. SEE TYPICAL BMP SHOWN ON THIS 0 0 0 o HIGH PT ELEV: 441.38 ,, 6" DIP CL52-CUT TO LENGTH + K. 40.00 'n " SHEET. �''. 1 -FIRE HYDRANT ASLY �.�N1 fF Let It N LVC: 80.00 ± o PVI STA = 0+55.00 0 2dt LFNd DIP Gti52 450.00- - --- - - - -- --- - 450 IMA TER�MAMN 2. ALL ON -LOT IMPERVIOUS SURFACES BEYOND w/RUST e�.oE,IuG h��AU�t� �N °� Co + tr- K 5.5. + - THE 1400 SQ FT PER LOT SHALL BE PR POSED GRADE 6# W AM 06 '-� m o O STA. 0+15.62. 6.91 LT CONNECTED TO THE STORM SYSTEM THROUGH A 1-4' Mt)D ru nc cn> > ru _ . C, yr, _ 54. 60 W HOT TAP CONNECTION TO EK PERFORA TED PIPE. 4 3 0. 0 STk 24 aK 1 !R r - - - --- ---- -- 430 I W1 1 u Ltivu 1" " -- STA. 2+00 -SEE DEFLECTION DETAIL BLOWY CAP W/ TEMP. 2 B. o. _-���- +�` 2 " " STA. o+ 1 a� r ASSEbK Y AND TIMR'UST 153 LF, -8 DIP CL52 -�------ 112 LFNB DIP CL52 Rel ..441.62.. 1-d GATE VALVE (MJ) 20# LFNd" DIP 0X52 IMA AW BLOCKWG WATERMAIN INV=433.22. (6"NMS WATERMAIN RW 430.95f (MATCH PA MING) nN=433.05 (8'E) MNV=431.05 (8V .137 LF, -8" DMP GY.52 WA TERMAMV EX WVm43Q95 (8Nm) 4 2 0.0 C)- --- - --- - ----- ---- --- -- - - - - -- - 420 TRACT B APPROX. LOC�4TiDV GyTY OF USE d" D.I. CI.50 SUMER PUpE SEA TILE 36'" IMA TERLIME TO 10' BYE 36" WATER - 1 "=20' HORIZ. CALL KA TIMI ILl.AIAN � S�'iJ -ITER LENGTH OF PIPE 1"= 10' VERT. - UNDER IMA T1ERK.MME (206) WO -1875 PRIOR' TO -PIPE�DOIMNG PER & P. u. ANY WW NEAR WA TER .IM DIAD K PODM IAK EIC, SAC'S PER KATI ILLMAN A(n nr� O� �� `�`VJ `O NLfj � �O d- op LC) cc n� �� n��� 4+35.92 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 VERIFY MEGALUG Ft-AN@F 41 ADAPTER, TYP. HYDRANT TEE W/ MEGALUG 6' ADAPTERS ON 8" LEGS EXISTING 36" WATER LINE i ' 1' MIN TOPOGRAPHIC & BOUNDARY NOTE TOPOGRAPHIC AND BOUNDARY SURVEY SHOWN HEREON WAS PREPARED BY TOUMA ENGINEERING IN 2014. 36" WATERLINE SHALL BE POTHOLED TO VERIFY EXACT LOCATION AND DEPTH PRIOR TO CONSTRUCTION. THIS INFORMATION SHALL BE PROVIDED TO ENGINEER FOR AN EXACT DESIGN. 2-8" 45' BEND (MJXMJ) 6' W/MEGALUG -F� ADAPTERS, TYP. CAU CITY OF SEATTLE 36" MNTERLINE -CALL KATFM IILLAMAN OF SPU (206) 000 1875 PRIOR TO ANY WORK WEAR WA TERLM& DKW MG, PO7EKXAr4 ETC L`aNCRE1E THRUST BLOCKS PER C.O.R. STD PLANS 330.2 do 330.3, SEE SHEET C5.1 L Amb- Ofth ..,� F7 Know what's belOW. Cell bore YOU ON a aZ � r- .- c`o Lf)_ \ C C O �Z ¢ 9 W m m m o Co cin � 2 Q LAJ i cc Cr U V) Q; Ctax OW o � WCr p �O ��►ME8 � 38288 ISTO•� C AL W n� V oc QD O ` V) r- Z o W Q) �z�n n `> W -.J __j m ry Z W C) V) LLJ Cl-Cry W i - O 0 N 0 M i _ G1 G1 -• M � N 4 x G1 o o N LL. o Z NM C1.1 rv) }- M MLIJ V N ,d. c c z � •h V) C� r� 00s • 0 v Q N Z E� Coco W Z E _ m o Z N U Un u �V) -C: N V) Lu OQ W V) JOB /MO■ 15515 DATE 10/26/15 SCALE 1 "= 20' DESIGNED TJR DRA MW JEF CHECKED TJR APPROVED TJR $MET C 4. 1 a aZ � N 0 0 C Z44, O Z C O �Z 9 m D Cn D T S N 0 0 C Z44, O O Cn D T S POND DETAIL 1 "= 20' 7' U/Inc cconkinADV IAII_ET I L W IT I JG I'C REMOVABLE WATER— TIGHT COUPLING. 4" PIPE j 12 j PLATE WITH ORIFICE 1- 6" MAX. ELBOW DETAIL PLAN VIEW SCALE: 1"=2' N TS IN. ROUND SOLID COVER MARKED "STORM" WITH LOCKING BOLTS 1/2" VERTICAL BARS 6" O.C. FOR SECONDARY INLET OVERFLOW W.S. = 440.00 p STANDARD -� GALVANIZED/PLASTIC LADDER/STEPS 8" CLEANOUT GATE 12" S.D. INLET PIPE PORTION OF THE NE 114 OF THE NE 114 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M. CITY OF RENTON, STATE OF WASHINGTON COMPACTED TILL LINER 1. LINER THICKNESS SHALL BE 18 INCHES AFTER COMPACTION. 2. SOIL SHALL BE COMPACTED TO 95% MINIMUM DRY DENSITY, MODIFIED PROCTOR METHOD (ASTM D-1557) 3. A DIFFERENT DEPTH AND DENSITY SUFFICIENT TO RETARD THE INFILTRATION RATE TO 2.4x105 INCHES PER MINUTE. (1 x 10-6 CM/S) MAY BE USED IN LIEU OF CRITERIA 1 AND 2) 4. SOIL SHOULD BE PLACED IN 6 INCH LIFTS 5. SOILS MAY BE USED THAT MEET THE FOLLOWING GRADATION: REQUIRED SOIL GRADATION SEIVE SIZE PASSING 6" I` I 4" 90% #4 70%-100 #200 20%-100% o z c O I' I - cin • Z 9 m z I c 6' BLACK- WNn-WAMD I D z CHAW LW FBIMAX I ' m • . •ri ., — 4�, y • I I r Pl- 0 T '5 I � l I• 3 • f • 436 W is W! • • ,. -r r U • U �W i Z a oz CL 2 Z Z pz O (A O V) O V) o.W W 0 ,• 02 - • xA�j�`� 30285 �I 1 rONAL C) - S i����l�w��■�aa�rr���aim=�� I _ 'I O V) • I moa W � O f / f If ff I. � U Z UL O POND DETAIL 1 "= 20' 7' U/Inc cconkinADV IAII_ET I L W IT I JG I'C REMOVABLE WATER— TIGHT COUPLING. 4" PIPE j 12 j PLATE WITH ORIFICE 1- 6" MAX. ELBOW DETAIL PLAN VIEW SCALE: 1"=2' N TS IN. ROUND SOLID COVER MARKED "STORM" WITH LOCKING BOLTS 1/2" VERTICAL BARS 6" O.C. FOR SECONDARY INLET OVERFLOW W.S. = 440.00 p STANDARD -� GALVANIZED/PLASTIC LADDER/STEPS 8" CLEANOUT GATE 12" S.D. INLET PIPE PORTION OF THE NE 114 OF THE NE 114 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M. CITY OF RENTON, STATE OF WASHINGTON COMPACTED TILL LINER 1. LINER THICKNESS SHALL BE 18 INCHES AFTER COMPACTION. 2. SOIL SHALL BE COMPACTED TO 95% MINIMUM DRY DENSITY, MODIFIED PROCTOR METHOD (ASTM D-1557) 3. A DIFFERENT DEPTH AND DENSITY SUFFICIENT TO RETARD THE INFILTRATION RATE TO 2.4x105 INCHES PER MINUTE. (1 x 10-6 CM/S) MAY BE USED IN LIEU OF CRITERIA 1 AND 2) 4. SOIL SHOULD BE PLACED IN 6 INCH LIFTS 5. SOILS MAY BE USED THAT MEET THE FOLLOWING GRADATION: REQUIRED SOIL GRADATION SEIVE SIZE PASSING 6" 100% 4" 90% #4 70%-100 #200 20%-100% r;r► �• Nr'7r1`",.♦ .�• •}•Jby�'t:r•.� ~i •,wil/:^r•S.e • 4" CRUSHED SURFACING TOP COURSE FIRM SUBGRADE POND GRAVEL ACCESS N.T.S. ELEV=442.0± 6' BLACK VINYL -COATED CHAIN LINK FENCE PER WSDOT STD. DETAIL FS -2 1' MIN. FREEBOARD 'LEV= 441.00 TOP ELEV= 441.00 A --_--- _ WS_ELEV=440.0015' LANDSCAP6' MAX ----_--- BLOCK WALL 6' BLACK VINYL -COATED CHAIN LINK FENCE PER WSDOT STD. DETAIL FS -2 SHEET C5.4 ALLAN BLOCK WALL OR \ SIMILAR, CONSTRUCTED 4' DETENTION STORAGE PER MANUFACTURER'S RECOMMENDATIONS, TYR \ CONCRETE RETAINING WALL 4" PERF. PVC \ BY OTHERS, TYP. 2.07 MIN. TYP. �\ -SEPARATE PERMIT REQUIRED EX. GROUND i — 436.00 — ---------------------------�- _ — — — — — -- — — — - — — -- o <a e e C Z m OVERFLOW RISER ELEV= 440.00 ° v ELEV.=439.00 ° a ° .74" ORIFICE PIPE SUPPORT: 11 A 3"x.090 GAGE BOLTED OR INBEDDED 4 ° 12" 2" IN WALL AT MAX. RISER ° ►' 3' SPACING. MIN ONE SUPPORT. 12" S. D. OUTLET PIPE INV= 436.00 0 INV= 436.00 v 12" TYP. s g 0.75" DIA • o d ORIFICE 54" DIA CONTROL MANHOLE - TYPE II -54" N.T.S. RESTRICTOR PLATE -------------- f ---- \_ -s, y 6' 0 W/ EL V= 4 35 00 4' ' Q STORAGE - E . L. BERM SHALL BE 3.5' W/Q STORAGE / CONSTRUCTED OF / COMPACED GLACIAL TILL - SEE TILL LINER SPECIFICATION AT LEFT N - KEY BERM INTO UNDERLYING SOIL 1' SEDIMENT EX_ GRO — —' STORAGE - - - ELEV=432.0 3'x3' BOTTOM ELEV= 431.00 18" COMPACTED GLACIAL TILL LINER, BOTTOM & SIDES PER C.O.R. AMENDMENTS TO KCSWDM SEC. 6.2.4 -SEE SPECI FI CA TIONS AT LEFT POND SECTION A -A 1"=20' HORIZ A A 4 nn ?,^n nr WALL ENCY OVERFLOW WEIR I.CIV ICRLU VIYUCrt EMERGENCY OVERFLOW WEIR EMERGENCY OVERFLOW D -D N.T.S. 18" COMPACTED & SIDES PER C.�.. rnmr_,TumL,♦ ►.j ,,, r%%0.;f Wm SEC. 6.2.4 -SEE SPECIFICATIONS AT LEFT POND SECHON IUN H-13 6' WE I R 441.00 •: .'• �'. � WALLN ► 440.25 A GROUND 'A , , 6 x10 1 THICKNESS " " 4 -8 QUARRY SPALLS C�\ CEN TERED UNDER EMERGENCY OVERFLOW WEIR 10' EMERGENCY OVERFLOW C—C Know what's below. 0811 before you dig. c 7 2-3 lr&oUf, 1"=20' HORIZ 1 "= 2' VERT. W CO D n � c\0 to U-) cr Lu m o z c O - cin • Z 9 m z c D z m D Z 0 �2 3 W is W! U U U �W Z a oz CL 2 Z Z pz O (A O V) O V) o.W W 0 ct 02 c xA�j�`� 30285 �I 1 rONAL C) J W O V) W moa W � O Q J � U Z UL O � z W 2 - CN N O v J Ln un 0 M M � n � N 4 LL O czo N u - Z mwM O ■ r-4 M � N 4 c ? c C" 0� c c •�o�� .c ops , Z Q N E F: W z Z _ w o � N U W °� ■ •� a � L V) a� -v � N Lij 00 O W _. �o JOB NO. 15515 DATE 10/26/15 SCALE 1 "=20' DES#GNED TJR DRAWN JEF CHECKED TJR APPR'OV'ED TJR &WET C4.2 W CO D n � C Z > v ON C - z m o z c O - cin • Z 9 m z c D z W CO D n � C Z > v ON C - z m o O - cin • Z =� z c m z m D W CO N O O C Z > O ON C - z � O W CO FACE OF CURS 4"2""" .. S ii2" t, %24 ..." T OP OF ? 1;2" R, ROADWAY r•.� v D CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE; OF ADJACENT CURB 6 112" FLUSH WITH GUTTER PAN AT SIDEWALK RAIMP ENTRANCE, 1;12 1:24 'lop OF R tA01NAY • l DE'P'RESSED CURB SECTION A T SIOEINALK RAMPS CEMENT C:OxNC:RE T F 1;2" Fi.. SID01VALK RAMP ?' I2 LANDING vARIFS w...,, r FROM .. _.� 3i6" G'If.EMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT Sit.)EVVALK RAMPS AND LANDINGS 'ACE OF ADJACENT C„ 1iFIS 6 12„ . SEE. DEPRESSED CI,1RS DETAIL THIS SHEET S.24 TOP OF 1„ 1;2,, n. ROADWAY ...1 DEPRESSED CURB SECTION AT RESIC)ENI'IAL DRIVEWAYS ONLY. FOR COMMERCIAL. DRIVEWAYS SFE STO PLAN 104,2 FACE O:: CURS Ei 1t2" .. FACE OF ADJAGE NT C ,IRCI a � '��, �., ,4 to POF ' ROADWAY GUTTER SURFACE t • R. A % 6 !,A" R. CEIMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL, AT" HESIOENTIAL Oft uOMMERCIAL DRI;1EtrVAYS, AND AU E'M'S GENERAL NOTES: 1. See sh3ndfiard plans'102 and 101.1 for curb axpan I(y,, aand € artlraclim. joint pa+ rx1. 2. Not used, 3. I ur Depressed Monolithic Onveway C;uits Gutter Section. see Standard €Mara 104.2 _N STD. PLAN " 101 + + Pt," 3 'iC WORKS KS CEMENT COHCRETE CURDSR ED, DEPARTMENT AVO Ott ITEM {aNCLUOf„?a SJ-104ALF RAMPSS 1 =a LE tat' PAv1Ea _..._. r I wriwAv wousReo I 3t5" EXPANS" ,JOINT (TY'P„� (� P.? � iS£E STa3. PLAN 1ti2 I € € `'� �.,Is£E srl PLAN 1i c) Ct:A161iT CsWiC11ETlw ` sIdEWALK f '_EE NOTE 5q j PORTION OF THE NE 114 OF THE NE 114 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M. CITY OF RENTON, STATE OF WASHINGTON LL , mom...._. CL3!•IST RUC:T ION JOINT .. _ SEE NOTE 1 ""� CEM E14T CONCWTE ' tiAMP MIIrM 1911:1 V B CURB 6 GUTTER SLOPE (TrP. r {BEE 1`40':'E 3) ^ 3ia!" Oa3sYTTtA►C'TIt1N JOINT {rYw.I ; iREE STD KAaN 102, PLAN VIEW JYPE C3 SHOWN, C 1 8 C2 S G -MAX SIMILAR) (SEE NOTE 42 VARt {a3�E Na LG t 8.31, MAX, VT NOTE D {'YP). tom, DEPRESSED CURB J< GlilleR - Curt* corac± rt ' ' isee NOTE 3) sWEWALK SECTIilN €3EE s?a7, PLlurt , �- 1:3' ti {TYsr SaK*WALK ARDTH asp V;FF r 1qz-Ncr Iry s; Wlv M. .... .... - t CRhtYVAr SME SLOPE ;5t. 7+"E 3ttavt9d 1:7V!:3r„;wit ' t Sttr ear"Wav a:RIVEWArWrRELATIVE •n. W." TWE SLOK Owef, $F0.'i m Ex ncefulm r / For NOTES see STD. PLAN 104.2 S'I'D. PLW -- 144.4 PUBLIC; WORKS CEMENT CONCRETE DRIVEWAY + ♦ DEPARTMENT ENTRANCE - TYPES CIE C28 PPR ED: s s C38, and C-MAXE (WITH BUFFER) TL. r r .CEMENT CONCRETE GUTTER r ,r We NOTE 3) CIN�Ni OW MONOLITFMC OONCIIN1�t IRE OETA L TliS SHW f TYPIE C2B M ISOMETRIC VIEW (OQWMII1111GIh,, WRH BUFFER) NOTE$ t. Whelrt • df vaw width once*& 15110K oofdbW s tai dspVt Oft MIMMI 3W � INK ati0lp NM1rN Mneel (s1sf std. i0Z- CoIrekvd slwuliar joitrls` j� v t tl w oslris ik inst 16' drr mn wrn tpwft Wttsn drlwmy wWd smand W. 2, Seal silt. *n 102 tat sk's III d dabOL 3. Curb lull 6utW show, o0w curb dnigrte meq be sps ft Sae Sid, plan 101 tictr a" 49 Ms. S. TM sgw. w1M d*vpn #A dr� to� OwaMlm at d 1QP an wM s�I�nbot " ', AN ekwakorls we at ft bet* of 6. Not Uad. 7, For Drirleswlsy VM1dtlIs ser DRIVEWAY STANDARDS (1Ns NOTE 10). The slgsw*w )Dk* (ser srsK pian 104 s1shIMI be spleosd ss sttawn Int ttt» eoerssporldlnp t�ontstic vlsw. PROPERTY LINE IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic ALL 90' TURNS SHALL BE ACCOMPLISHED FUTURE 6" BUILDING SEWER PIPE �;� BUILDING SEWER Ell .1 UJ _J z x 4" STUD MARKING POST PAINTED TEE WITH 6" SIDE OUTLET 6"X6"X6" WYE WHITE WITH THE WORD "SEWER" STENCILED > SURFACE CLEANOUT NTH IN 3" HIGH BLACK LETTERS AND #6 WIRE X CAST IRON RING da: COVER W WRAPPED AROUND THE STUD AND (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD. Of 2975 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID, 6" SIDE SEWER AND BUILDING SEWER SEE STD. PLAN 403.1 FORINSTALLATION) . ., h ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN NTH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). - C. PVC MAIN CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. v� 1:3:5 MIX tx �\�GO CONCRETE BLOCKING��- ��N tis NG�tE G� 2% MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE SEWER 6" MIN. MAIN SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. E I: 4" SEWER PIPE I (TYPICAL) 6"x 6"x6" WYE PUBLIC WORKS STANDARD SIDE SEWER STD• P•,%N - 406.1 } INSTALLATION r4"CLEANOUT + DEPARTMENT i 1 PLAN (SEINER MAIN TO PROPERTY LINE) JANUARY 2013 PROPERTY LINE LL , mom...._. CL3!•IST RUC:T ION JOINT .. _ SEE NOTE 1 ""� CEM E14T CONCWTE ' tiAMP MIIrM 1911:1 V B CURB 6 GUTTER SLOPE (TrP. r {BEE 1`40':'E 3) ^ 3ia!" Oa3sYTTtA►C'TIt1N JOINT {rYw.I ; iREE STD KAaN 102, PLAN VIEW JYPE C3 SHOWN, C 1 8 C2 S G -MAX SIMILAR) (SEE NOTE 42 VARt {a3�E Na LG t 8.31, MAX, VT NOTE D {'YP). tom, DEPRESSED CURB J< GlilleR - Curt* corac± rt ' ' isee NOTE 3) sWEWALK SECTIilN €3EE s?a7, PLlurt , �- 1:3' ti {TYsr SaK*WALK ARDTH asp V;FF r 1qz-Ncr Iry s; Wlv M. .... .... - t CRhtYVAr SME SLOPE ;5t. 7+"E 3ttavt9d 1:7V!:3r„;wit ' t Sttr ear"Wav a:RIVEWArWrRELATIVE •n. W." TWE SLOK Owef, $F0.'i m Ex ncefulm r / For NOTES see STD. PLAN 104.2 S'I'D. PLW -- 144.4 PUBLIC; WORKS CEMENT CONCRETE DRIVEWAY + ♦ DEPARTMENT ENTRANCE - TYPES CIE C28 PPR ED: s s C38, and C-MAXE (WITH BUFFER) TL. r r .CEMENT CONCRETE GUTTER r ,r We NOTE 3) CIN�Ni OW MONOLITFMC OONCIIN1�t IRE OETA L TliS SHW f TYPIE C2B M ISOMETRIC VIEW (OQWMII1111GIh,, WRH BUFFER) NOTE$ t. Whelrt • df vaw width once*& 15110K oofdbW s tai dspVt Oft MIMMI 3W � INK ati0lp NM1rN Mneel (s1sf std. i0Z- CoIrekvd slwuliar joitrls` j� v t tl w oslris ik inst 16' drr mn wrn tpwft Wttsn drlwmy wWd smand W. 2, Seal silt. *n 102 tat sk's III d dabOL 3. Curb lull 6utW show, o0w curb dnigrte meq be sps ft Sae Sid, plan 101 tictr a" 49 Ms. S. TM sgw. w1M d*vpn #A dr� to� OwaMlm at d 1QP an wM s�I�nbot " ', AN ekwakorls we at ft bet* of 6. Not Uad. 7, For Drirleswlsy VM1dtlIs ser DRIVEWAY STANDARDS (1Ns NOTE 10). The slgsw*w )Dk* (ser srsK pian 104 s1shIMI be spleosd ss sttawn Int ttt» eoerssporldlnp t�ontstic vlsw. FACE Cr aim %OUR Ira C 11011 JCeft our am tiYJlb OETAE ata twuw tet ` a tun' : r _ lAr ft OF i......•. • , '. NOTE: SWVa"y 1.0"Or t,XWO L D'AHMN JtTtN'tat INWJL K 1'IJLL Qr1aN OEPRESOED M0"M THIC CUFN A i#LtTTER DETAIL x :.- FACE OF ACUACEW CUfW IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic ALL 90' TURNS SHALL BE ACCOMPLISHED -of.W*y ufNovambw 23, zoos (i OWAIn / 9. Curb ,@M, ai for elrty Type C4AAX OrivmW maybe approved an BY MEANS OF A WYE AND 45' BEND. TWO z s , . F ~ - It �+,r ..-- VJWACE IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING 45' BENDS SHALL NOT BE ACCEPTABLE. 4" BEND AS REQUIRED (NO MORE . ., h LEVEL RIMS LOCATED BELOW THE ELEVATION Deportment. THAN 45' BEND). EVERY 2ND DEPRESSED CURS DETAIL 4" CLEANOUT WYE WITH AT MMOVITIIAL OR COIbIQeIIRk".fAt. 0MVIEWAYS, NO ALIMYS CHANGE IN DIRECTION OR GRADE w ' 45' BEND AND PLUG. 2. Types of pipe and fittings that can be used for sanitary sewers WILL REQUIRE A SURFACE = R•�I1rrMenesh C�t',elaru111rlolalt '......,. - �. - BACKWATER VALVE OR APPROVED EQUAL SHALL BE shall be approved by the Deportment of Public Works. Rubber or CLEANOUT WYE. I W Z J I W z W Z HOUSE � a J � HOUSE �� J r HOUSE al HOUSE 0 0 aOf a a 0 a Z o C -�� 3 -0" MIN. SURFACE CLEANOUT E I: 4" SEWER PIPE I (TYPICAL) 6"x 6"x6" WYE 4"x 4"x4" WYE 4" SEWER PIPE, SEE NOTES 2 (SEE STD PLAN - 407) SOFT r4"CLEANOUT 4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR i 1 PLAN 4. For inspection of side sewer, call 24 hours in advance. The PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" PROPERTY LINE LOW ELEVATION HOUSE G (TYPICAL) PROPERTY LINE 3' MIN.`O z OR 1" i 6"x 4" REDUCER(TYPICAL) GALVAN!ZED t= -MAIN Z SEWER LINE?� PROPERTY LINE FROM THE HOUSE BUILDING DRAIN x FACE Cr aim %OUR Ira C 11011 JCeft our am tiYJlb OETAE ata twuw tet ` a tun' : r _ lAr ft OF i......•. • , '. NOTE: SWVa"y 1.0"Or t,XWO L D'AHMN JtTtN'tat INWJL K 1'IJLL Qr1aN OEPRESOED M0"M THIC CUFN A i#LtTTER DETAIL Y. PUBLIC WORKS TYPICAL BUILDING SEWER S'I'D. PIAN - 406.2 + ; + FROM PROPERTY LINE TO / , DEPARTMENT SUILDING CONNECTION SEPTEMBER 2012 8. Slaps shah conlpiy with III III olin - R303 01 or R303=2.2 or x :.- FACE OF ACUACEW CUfW IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic NOTES: -of.W*y ufNovambw 23, zoos (i OWAIn / 9. Curb ,@M, ai for elrty Type C4AAX OrivmW maybe approved an I. Prior to installation of a sanitary sewer connection, a side -sewer z s , . F ~ - It �+,r ..-- VJWACE IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING permit must be purchased from the City of Renton Public Works xa < FLOOD . ., h LEVEL RIMS LOCATED BELOW THE ELEVATION Deportment. o DEPRESSED CURS DETAIL OF THE NEXT UPSTREAM MANHOLE COVER OF THE AT MMOVITIIAL OR COIbIQeIIRk".fAt. 0MVIEWAYS, NO ALIMYS zPUBLIC o w ' SEWER SYSTEM, A BACKFLOW PREVENTION DEVICE SUCH AS CLEAN CHECK EXTENDABLE 2. Types of pipe and fittings that can be used for sanitary sewers CHAPTER 4 = R•�I1rrMenesh C�t',elaru111rlolalt '......,. - �. - BACKWATER VALVE OR APPROVED EQUAL SHALL BE shall be approved by the Deportment of Public Works. Rubber or `n Lam awovftwo INSTALLED. fi neoprene gaskets as specied by the manufacturer, sholl be m a� used on joints. 0 m 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) Z o C 12 , 3. A minimum grade of 2% (1/4" per foot) must be maintained w SURFACE CLEANOUT with 4" pipe. In the event a 2� rode cannot be maintained, the P P 9 M � 4"x 4"x4" WYE n a Cit owner must sign Y of Renton grade release form and then TYPE "K" SOFT 4" PIPING can install 6" pipe at a grade of 1%. 1 COPPER TUBING PLAN 4. For inspection of side sewer, call 24 hours in advance. The BUILDING DRAIN FOR inspection phone number is on the side sewer permit. Site LOW ELEVATION HOUSE must be ready for inspection and representative on site when IF SERVICE UNE TO HOUSE IS xz�3//4" OR 1" inspector arrives at appointed time. Side sewer and stub shall TO BE INSTALLED IN THE FUTURE GALVAN!ZED be tested per City specifications. Make the connection at the MAIN TO PROPERTY UNE 5'-0" 5'-0" house. Do not backfill the ditch until approval is given by the PROPERTY LINE FROM THE HOUSE BUILDING DRAIN inspector. Final approval will be granted after the existing septic SIDE SEWER BUILDING SEWER 2'-6" tank has been pumped out and filled with sand. 3' -0" 3'-0"MIN. 5. Install side sewer with 2' minimum cover. 18" cover is allowed -TO I6. at the house if outlet is shallow. If side sewer stub is not available. The owner shall be or •� m a _ n �, a. $ o� � + x + responsible for its installation per standard drawing 406.1. All Co i max.= _ rn work within street right-of-way shall be done by a licensed and z o Orn -VI a rn 0 n 4 rn+ v = y Z r- 0 � '� bonded contractor. �OZ A inn r PzoA CX Z I ?m pX r= m rn m o ll C rn z 0 o W 7. All work shall be accomplished in accordance with the Washington ( zaaa Z$ O C) C -t : Z O = A r J0 !'� rn o m r O C O D D Industrial Safety and Health Act. (KASHA) � 'Jarn� pin n o C I 0 > S (n (n O zC zcnzc� c �c+ �� 8. All trench restoration for side sewers in the blit right-of-way 9 Y rn .0, rn sholl conform to the most current trench restoration st �z I a, W 01 D rn z requirements as in the Renton Standard Drawings. v X• rnm -Z o Chz500 rn 9. All building sewer and side sewers sholl have bedding in 4 x' tog rn y - 01 accordance with standard drawing 405. Cr.CC4 >U�„ 0 ��ME$ v z 2 m 10. There shall be a minimum 10 foot horizontal separation between �362ai a4� � rn V sanitary side sewers and water services and a minimum 5 foot -c horizontal separation between sanitary side sewers and Qlj other O o utilities. V) Z W W O O Z W=� U Q J m CALL FOR LOCATIONS BEFORE YOU DIG o C Z Z W 0 U 48HR LOCATORS 1-800-424-5555 Y. PUBLIC WORKS TYPICAL BUILDING SEWER S'I'D. PIAN - 406.2 + ; + FROM PROPERTY LINE TO / , DEPARTMENT SUILDING CONNECTION SEPTEMBER 2012 8. Slaps shah conlpiy with III III olin - R303 01 or R303=2.2 or x :.- FACE OF ACUACEW CUfW IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic 12" MAX -of.W*y ufNovambw 23, zoos (i OWAIn / 9. Curb ,@M, ai for elrty Type C4AAX OrivmW maybe approved an 0 b"W. s , . F ~ - It �+,r ..-- VJWACE 10. STREET STANDARDS = Rw ton Munkipef Code (RMC) ' Thk IV Development PAvAWmrls . ., h CHAFMR 6 STREET AND UTW" STANDARM -` Sedlon 4-6-M S1'RrE>E T STANDARDS DEPRESSED CURS DETAIL AT MMOVITIIAL OR COIbIQeIIRk".fAt. 0MVIEWAYS, NO ALIMYS DRIVEWAY STANDAMS a RI>oWn Munilelptll 'Cods (RMC) w ' Tide IV oswiopnlent lteti % ROM DtivExam TYPE CIS =Y CHAPTER 4 = R•�I1rrMenesh C�t',elaru111rlolalt '......,. - �. - CFTY VIDE PROPERTY DEVEu.»MENT STANDARDS, OluRlfflrratt.aAsls....,.,^.,.,.,.^,..._._._.,..,,._.,�......_,_.,_..__._....-._.:...,....._. 5er"r, 4.44= PARKING, LOADING AND DRfVEWAY Lam awovftwo REGULA710Ns t l' p). BNart1<•Nb ilWllur _ __ ............._...._..._ = PUBLIC WORKS CANT CtiNCRETE DOOMFUWAY Ol !! PLAN - 1Q4.S._.. DEPARTMENT -NO AND MITA +" - 'soma\ 12 Y4" --- 14" 2" 1 Y" 4 I---- 1 1 It - 12Y4"- 14" - CAST IRON RING �- RECESSED LIFT POCKET V - 11 N.C. SOCKET HD 2" A. C. 2'-Opr SCREW 1 Y4" LONG (BRONZE OR S.S.) A- rA x 2" RAISED PADS ~` 6" CONCRETE CLASS 3000 SAND OR EXPANDABLE FOAM WATER TIGHT PLUG B 45' (1/8) BEND 1 } 2„ 8" C3 X\G 14P �0 ) BEND PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS 8 O 6 INCH CLEAN-OUT �''M'i R DEPARTMENT FOR SANITARY 94MUR MAINS SEP'PEMBER 2011 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT UD (SEE DETAIL A -A) - 36" MIN COVER I NEW DUCTILE IRON WATERMAIN 9" MIN 'J TY j PR!VATr 12" MAX FINISH GRADE PIPING I P!P.N'� 12 Y4" --- 14" 2" 1 Y" 4 I---- 1 1 It - 12Y4"- 14" - CAST IRON RING �- RECESSED LIFT POCKET V - 11 N.C. SOCKET HD 2" A. C. 2'-Opr SCREW 1 Y4" LONG (BRONZE OR S.S.) A- rA x 2" RAISED PADS ~` 6" CONCRETE CLASS 3000 SAND OR EXPANDABLE FOAM WATER TIGHT PLUG B 45' (1/8) BEND 1 } 2„ 8" C3 X\G 14P �0 ) BEND PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS 8 O 6 INCH CLEAN-OUT �''M'i R DEPARTMENT FOR SANITARY 94MUR MAINS SEP'PEMBER 2011 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT UD (SEE DETAIL A -A) - 36" MIN COVER I NEW DUCTILE IRON WATERMAIN `�- LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER CQPPERSETTER FOR 5/8%3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR MUELLER: .3/4-6-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK, VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V81-172 -15W -44-44G, OR TAPERED THREAD (CC). QUICK JOIST McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-8-2470-2 (3/4" F81000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE .AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES tNSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A' A - DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 7 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB NOTE: 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 SIDE OF MORE THAN ONE RIB. M. PLAN 920.1 _ 34" AND 1" WATER SERVICE - . L Know whes below. Call before you dig. IN COMPLIANCE WITH CITY OF RENi'ON ANDARDS BY: BY: Date: � BY: Ddt+e: BY: Date; 9" MIN 'J TY j PR!VATr 12" MAX FINISH GRADE PIPING I P!P.N'� 0 _Z ( IN UNIMPROVED RIGHT OF of t No0 -' ,� WAY INSTALL METER BOX AT -' 22-1/2' O `�- LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER CQPPERSETTER FOR 5/8%3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR MUELLER: .3/4-6-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK, VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V81-172 -15W -44-44G, OR TAPERED THREAD (CC). QUICK JOIST McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-8-2470-2 (3/4" F81000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE .AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES tNSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A' A - DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 7 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB NOTE: 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 SIDE OF MORE THAN ONE RIB. M. PLAN 920.1 _ 34" AND 1" WATER SERVICE - . L Know whes below. Call before you dig. IN COMPLIANCE WITH CITY OF RENi'ON ANDARDS BY: BY: Date: � BY: Ddt+e: BY: Date; 'J TY j PR!VATr N O O PIPING I P!P.N'� 0 _Z ( IN UNIMPROVED RIGHT OF Z t C -' ,� WAY INSTALL METER BOX AT -' O O ' PROPERTY LINE WITH 12" ' O X ' LONG COPPER 'TAILPIECE. w ' 7> 0 SIDEWALK aI a� TOUCHREAD WATER m METER TO BE 12 , SUPPLIED BY THE z Q CITY > TYPE "K" SOFT o 1 COPPER TUBING ~ n IF SERVICE UNE TO HOUSE IS xz�3//4" OR 1" TO BE INSTALLED IN THE FUTURE GALVAN!ZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING `�- LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER CQPPERSETTER FOR 5/8%3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR MUELLER: .3/4-6-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK, VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V81-172 -15W -44-44G, OR TAPERED THREAD (CC). QUICK JOIST McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-8-2470-2 (3/4" F81000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE .AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES tNSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A' A - DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 7 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB NOTE: 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 SIDE OF MORE THAN ONE RIB. M. PLAN 920.1 _ 34" AND 1" WATER SERVICE - . L Know whes below. Call before you dig. IN COMPLIANCE WITH CITY OF RENi'ON ANDARDS BY: BY: Date: � BY: Ddt+e: BY: Date; is N O O c rr I--1 Uq CD ir a 0 z z I:r7 r C a 0 CD O O O O MM M 7> m UU U ( zaaa CC CC rx CL z z z 2 Cr.CC4 0 ��ME$ �362ai a4� ;/ 71. V) r V O r� 0 V ) J V) Z W W O Ln 0 Z W=� U Q J m Z U) o C Z Z W 0 U C) CN In O M et' � r N � ri. o 0 X N Ll. V)o Z N M M � MW �. LL.� _ O Vgo�� CL c ■ c O � 00 z ■ C� 3Q3N Z E00 0 W CM2¢ UZ- 0 � w O Z N V W = ■ a✓ aV V N I- LLI 00 w O Z �a Joe NO. 15515 DATE 1012611 *CALE 10-20' Dt'D Tam D1U NM XF TA A~VED TA *MET C5. 0 is N O O c rr I--1 Uq CD ir a 0 z z I:r7 r C a 0 CD 7- O M MM M 7> O M z z C 3 m M N O O c rr I--1 Uq CD ir a 0 z � I:r7 r a 0 CD rr D O a 0 CD rr D ' Y V Y ir r y 3 FRAME AND VANED GRATE Y 6" nR 12" � � t •I i - ONE #3 BAR HOOP FOR 6" HEIGHT - TWO #3 BAR HOOPS FOR 12" HE.CHT RECTANGULAR ADJUSTMENT SECTION PIPE ALLOWANCES MAXIMUM PIPE MATERIAL i INSIDE DIAMETER j REINFORCED OR -� 12"` I PLAIN CONCRETE ALL METAL PIPE 15", f CPSSP* 12" I (STD. SPEC. 9-05.20) j SOLID WALL PVC 15" I (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC { 15" (STD. SPEC. 9-05.12(2)), * CORRUGATED POLYETHYLENE STORM SEWER PIPE #3 BAR EACH CORNER 18" MIN. 93 BAR HOOP -- SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION I Y�o I I STD. PLAN - 200.00 PUBLIC WORKS ! CATCH BASIN TYPE 1 I DEPARTMENT MARCH 2008 FHT° TESTING DETAIL -o rr 0 NEW D.I. WATER LINE -�� F_ TAPPING TEE (MJxF0 VERTICAL CROSS(MJxFL) FOR POLYPIGGING TAPPING GATE VALVE (FL XMJ) 1 -BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG TEMPORARY PLUG, (MJ) WITH 2-!:'..H rA.P 1 -BLIND FLANGE ON BOTTOM AND 2 -INCH BLOW -OFF ASSEY-B,LY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK FINAL CCNNECTION DETAIL PORTION OF THE NE 114 OF THE NE 114 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M. CITY OF RENTON, STATE OF WASHINGTON NOTES CATCH BASIN DIMENSIONS 1. As acceptable alternatives to the rebar shown in the PRECAST BASE W) MAXIMUM MINIMUM BASE REINFORCING STEEL I BASIN SECTION, fibers (placed according to the Standard Specifications), or CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) KNOCKOUT DISTANCE int/ft. IN EACH DIRECTION DIAMETER HANDHOLD wire mesh having a minimum area of 0.12 square inches per foot shall SIZE NF -4777 RECTANGULAR ADJUSTMENT SECTION 4" 6" be used with the minimum required rebar shown in the ALTERNATIVE OR CIRCULAR ADJUSTMENT SECTION I 4.5" m , • GROUT. TYPICAL (SEE NOTE 5) 8" 0.19 C 19 PRECAST BASE SECTION. Wire mesh shall not be placed in the 5" l 48" 8" 0.25 025 I ' •' FLAT SLAB TOP knockouts. #3 BAR EACH CORNER f /{ 12' 035 024 I 36" ;� /� 2 The knockout diameter shall not be greater than 20". Knockouts shall �f 8" o 72" � I have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" 12" 84" 12' 0.39 0.29 ; N I O minimum gap between the knockout wall and the outside of the pipe. O STEPS OR LADDER 0 After the pipe is installed, fill the gap with joint mortar in accordance #3 BAR EACH SIDE / , STEEL (TYP.) 0 f /� with Standard Specification 9-04.3. BACKFILL FOR 0 CA: CX PIPE ZONE BEDDING 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. #3 BAR EACH WAY ---'� I 4. The frame and grate must be installed with the Flange down. PRECAST BASE 91=10" 5. The Precast Base Section may have a rounded floor, and the walls may SEPARATE BASE INTEGRAL BASE be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7 Ail pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with c Standard Specification 9-04.3. #3 BAR EACH CORNER 18" MIN. 93 BAR HOOP -- SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION I Y�o I I STD. PLAN - 200.00 PUBLIC WORKS ! CATCH BASIN TYPE 1 I DEPARTMENT MARCH 2008 FHT° TESTING DETAIL -o rr 0 NEW D.I. WATER LINE -�� F_ TAPPING TEE (MJxF0 VERTICAL CROSS(MJxFL) FOR POLYPIGGING TAPPING GATE VALVE (FL XMJ) 1 -BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG TEMPORARY PLUG, (MJ) WITH 2-!:'..H rA.P 1 -BLIND FLANGE ON BOTTOM AND 2 -INCH BLOW -OFF ASSEY-B,LY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK FINAL CCNNECTION DETAIL PORTION OF THE NE 114 OF THE NE 114 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M. CITY OF RENTON, STATE OF WASHINGTON "0" RING GRAVEL BACKFILL FOR 6' PIPE ZONE BEDDING SEPARATE BASE PRECAST 4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG CATCH BASIN DIMENSIONS V BASHALL W) MAXIMUM MINIMUM BASE REINFORCING STEEL I BASIN WALL CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) KNOCKOUT DISTANCE int/ft. IN EACH DIRECTION DIAMETER HANDHOLD THICKNESS SIZE NF -4777 RECTANGULAR ADJUSTMENT SECTION 4" 6" , OR CIRCULAR ADJUSTMENT SECTION I 4.5" m , • GROUT. TYPICAL (SEE NOTE 5) 8" 0.19 C 19 60" 5" 8" 48" 8" 0.25 025 I ' •' FLAT SLAB TOP UJ W. 12' 035 024 I 36" I-. Z_( i s 60" �f 8" o 72" U. - 72" ' -- - 48', 54". 60', 72". 84" OR 96' 12" 84" 12' 0.39 0.29 O MORTAR(TYP.) O O STEPS OR LADDER 0 ;_1 MORTAR FILLET'FORCING STEEL (TYP.) 0 inGRAVEL BACKFILL FOR 0 CA: CX PIPE ZONE BEDDING N cyc SEPARATE BASE INTEGRAL BASE CAST -IN-PLACE PRECAST WITH RISER tj (n "0" RING GRAVEL BACKFILL FOR 6' PIPE ZONE BEDDING SEPARATE BASE PRECAST MOTES 1 No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG CATCH BASIN DIMENSIONS CATCH BASHALL W) MAXIMUM MINIMUM BASE REINFORCING STEEL I BASIN WALL BASE KNOCKOUT DISTANCE int/ft. IN EACH DIRECTION DIAMETER THICKNESS THICKNESS SIZE BETWEEN - KNOCKOUTS SEPARATE BASE WTEGRAL BASE 48" 4" 6" 36" 8" 0.23 015 54" 4.5" 8" 42" 8" 0.19 C 19 60" 5" 8" 48" 8" 0.25 025 I 72" 6" 8" W. 12' 035 024 I 36" 48" 84' LU 60" 84" 8" 12" 72" 12" 0.39 0.299 - 72" 60" 12" 84" 12' 0.39 0.29 MOTES 1 No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 All grade rings, risers, and castings shall be set In mortar In accordance wl , Corrugated Polyethylene Stour, Sewer Pipe (Std. Spec 9-05.20) Standard Specification 9-04.3. z (std. Spec. 9-05.12(1)) 3(Std. Spec. 9-05.12(2)) ~ �. PUBLIC WORKS CATCH BASIN TYPE Z� PLAN.� ' i'' DEPARTMENT MARCH 2008 NEW D.I. WATER LINE I, \� AFTER ALL CLEANING BY POLYPiC, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CON14ECT TO VALVE WITH D.I. SLEEVE (MJ) & J.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCT!'_E IRON OR EPDXY--COATED STEEL. BOLTS AND NUTS SHAL BE COR -TEN. .ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE 1'APS ON CAST-IRON WATER LINES. TAP SHALL BE A f LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALT_ POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL. ALIGNMENT OF EXISTING UNE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. C+TY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. j CONNECTION TO WATER MAIN WITH PLAN 900.1 ' ' r TAPPING TEE & VALVE I 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 WITH 6" 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" STAINLESS 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 GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 11-1/4' BEND 22-1/2' BEND 45' BEND CAP TEE tO*D THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR COMPACT SAND COMPACT SAND do GRAVEL FIRM SILTY SAID 90• 45" BEND 11 1/4- 90" 45' SEND 11 1/4' 90' 45' SM 11 1/4* FITTING BEND TEE I CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG A 22 1/2' BEND TEE CAP OR PLUG do 22 1/2' 0m KNO BEND 4 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1. 1. 1.8 1.0 6w'- 13.3 9.4 9.4 is .7 4.7 4.7 1.9 0 3.5 1.4 ii 3 16.7 16.7 6.7 11.7 18.4 8.4 3.4 6.4 6.3 1 6-3 2.5 12 .0 37-51 37.5 1 15.0 1265 -1881 10.0 1 7.5 12OLO 114.014.0 5. AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0' WIN. COVER FOR WATERMAIN LESS THAN 12'. 4'-0' MMI. COVER FOR WATERMA►N 12' OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' THRUST BLOCK BEARING AREA REFERS TO THE FACE OF BLOOC MEASURED IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2'). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR M. Ptd - M.! PUBLIC WORKS HORIZONTAL AND DOWNWARD DEPARTMENT VERTICAL BENDS MARCH 2010 4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG ALLOWANCES f 5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASHALL W) SECTION LENGTH TO FIT. VALVE NUT EXTENSION Q. SOLID PROFILE DIAMETER ONCRETE METAL CPS I WALL PVC 2 WALL PVC 3 48" 24' 30' 24" 27" 30" 54" 30" 36" 30" 27" 36" 60" 36" 42' W. 36" 42" 72" 42" 54" 42" 36" 48" 84' LU 60" - 54' - 36" - � 48" --- -- 96" - -FA - -- 60" - 72" 60" 36" 48" 5 All grade rings, risers, and castings shall be set In mortar In accordance wl , Corrugated Polyethylene Stour, Sewer Pipe (Std. Spec 9-05.20) Standard Specification 9-04.3. z (std. Spec. 9-05.12(1)) 3(Std. Spec. 9-05.12(2)) ~ �. PUBLIC WORKS CATCH BASIN TYPE Z� PLAN.� ' i'' DEPARTMENT MARCH 2008 NEW D.I. WATER LINE I, \� AFTER ALL CLEANING BY POLYPiC, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CON14ECT TO VALVE WITH D.I. SLEEVE (MJ) & J.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCT!'_E IRON OR EPDXY--COATED STEEL. BOLTS AND NUTS SHAL BE COR -TEN. .ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE 1'APS ON CAST-IRON WATER LINES. TAP SHALL BE A f LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALT_ POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL. ALIGNMENT OF EXISTING UNE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. C+TY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. j CONNECTION TO WATER MAIN WITH PLAN 900.1 ' ' r TAPPING TEE & VALVE I 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 WITH 6" 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" STAINLESS 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 GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 11-1/4' BEND 22-1/2' BEND 45' BEND CAP TEE tO*D THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR COMPACT SAND COMPACT SAND do GRAVEL FIRM SILTY SAID 90• 45" BEND 11 1/4- 90" 45' SEND 11 1/4' 90' 45' SM 11 1/4* FITTING BEND TEE I CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG A 22 1/2' BEND TEE CAP OR PLUG do 22 1/2' 0m KNO BEND 4 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1. 1. 1.8 1.0 6w'- 13.3 9.4 9.4 is .7 4.7 4.7 1.9 0 3.5 1.4 ii 3 16.7 16.7 6.7 11.7 18.4 8.4 3.4 6.4 6.3 1 6-3 2.5 12 .0 37-51 37.5 1 15.0 1265 -1881 10.0 1 7.5 12OLO 114.014.0 5. AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0' WIN. COVER FOR WATERMAIN LESS THAN 12'. 4'-0' MMI. COVER FOR WATERMA►N 12' OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' THRUST BLOCK BEARING AREA REFERS TO THE FACE OF BLOOC MEASURED IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2'). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR M. Ptd - M.! PUBLIC WORKS HORIZONTAL AND DOWNWARD DEPARTMENT VERTICAL BENDS MARCH 2010 GRAVEL. EIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND % MIN 3' RADIUS MIN 3' RADIUS 1 % ONE MAN ROCK �6 1 1 6 "' • 6" CONCRETE PAD 16" CONCRETE PAD CUT _F1 LL HYDRANT LOCATION IN CUT OR FILL 9M. PLAN - 310.1 FIRE HYDRANT ASSEMBLY 11 in SHACKLE RODS TYPE A BLOCKING FOR 11 1/4' do 221/2' VERTICAL BENDS TYPE B PUBLIC WORKS CONCRETE BLOCKING FOR VERTICAL M. PIS - W0-3 DEPARTMENT FITTINGS MARCH 2010 CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS. CAST IRON CAP OR PLUG WITH 2" IPS TAP SHALL BE A ROCKWELL 482 END CAP COUPLING. 2" GALVANIZED IRON PIPE / AS REQUIRED. 2" CLOSE NIPPLE 2" 90' ELBOW 2 GALVANIZED IRON PIPE, 12 LONG. TWO PIECE CAST IRON VALVE BOX EQUAL TO RICH VALVE CO. STANDARD 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FIT, 2" GALVANIZED IRON PIPE 12" LONG PLAN VALVE NUT EXTENSION IF REQUIRED (SEE DWG BR46 / PAGE 8090) INSTALL 2" 90' ELBOW, SCREWED 2" PLUG, SCREWED 18" 2" GALVANIZED IRON PIPE AS REQUIRED. 2" RESILIENT GATE VALVE, SCREWED INSTALL 2" 90' ELBOW, SCREWED 2" GALVANIZED IRON PIPE AS REQUIRED. ELEVATION S'I'D. PLAN - $0.2 2" BLOW -OFF ' ' TEMPORARY ASSEMBLY Know what's below. C811 before you dig. 4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG DATE f 5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. SCALE HYDRANT, FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE W) SECTION LENGTH TO FIT. VALVE NUT EXTENSION Q. EXPANSION JOINT AT AS REQUIRED, 2CONCRETE BACK OF SIDEWALK SIDEWALK ,-- RAISED PAVEMENT MARKER TYPE 88-A OR PLANTING STRIP TWO-WAY BLUE REFLECTIVE STIMSONITE O V_ � cn � 36„ MIN Nz COVER CONCRETE BLOCKING S 0 O 50-9 .. o oL CONCRETE C � tl■' C"'4 I14.�c THRUST BLOCK y MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. / 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT � U U 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT L'' 7 2-3/4" COR -TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. EIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND % MIN 3' RADIUS MIN 3' RADIUS 1 % ONE MAN ROCK �6 1 1 6 "' • 6" CONCRETE PAD 16" CONCRETE PAD CUT _F1 LL HYDRANT LOCATION IN CUT OR FILL 9M. PLAN - 310.1 FIRE HYDRANT ASSEMBLY 11 in SHACKLE RODS TYPE A BLOCKING FOR 11 1/4' do 221/2' VERTICAL BENDS TYPE B PUBLIC WORKS CONCRETE BLOCKING FOR VERTICAL M. PIS - W0-3 DEPARTMENT FITTINGS MARCH 2010 CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS. CAST IRON CAP OR PLUG WITH 2" IPS TAP SHALL BE A ROCKWELL 482 END CAP COUPLING. 2" GALVANIZED IRON PIPE / AS REQUIRED. 2" CLOSE NIPPLE 2" 90' ELBOW 2 GALVANIZED IRON PIPE, 12 LONG. TWO PIECE CAST IRON VALVE BOX EQUAL TO RICH VALVE CO. STANDARD 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FIT, 2" GALVANIZED IRON PIPE 12" LONG PLAN VALVE NUT EXTENSION IF REQUIRED (SEE DWG BR46 / PAGE 8090) INSTALL 2" 90' ELBOW, SCREWED 2" PLUG, SCREWED 18" 2" GALVANIZED IRON PIPE AS REQUIRED. 2" RESILIENT GATE VALVE, SCREWED INSTALL 2" 90' ELBOW, SCREWED 2" GALVANIZED IRON PIPE AS REQUIRED. ELEVATION S'I'D. PLAN - $0.2 2" BLOW -OFF ' ' TEMPORARY ASSEMBLY Know what's below. C811 before you dig. F- to O DATE 10126, 15 SCALE V_ W) to Q. ON IIi1 ~Viffo V) O V_ O V_ � cn � Nz m S 0 O 50-9 V) W to C � tl■' C"'4 I14.�c OO O CID � U U U L'' 7 7� Z z Ln o L.LJ ■ LU Z L/11 Cq Q J ry � O �O O z �� 0 0 0 CA: CX N cyc tj (n Cr. a a: s c rz Q. Q. Z Z ILa x Z cc �N►►ME$ Q 10 1 F- to O DATE 10126, 15 SCALE M � DElmmm DRAWN ("14 Q. ON IIi1 ~Viffo V) � L4O Z O ■ N M cn � Nz m S 0 O 50-9 V) W to C � tl■' C"'4 I14.�c OO O � � �aN 3N QU LL, w 3 �� Z z Ln o L.LJ ■ LU a� tv L/11 Cq Q J ry z �O O z �� 0 0 0 N ,/DE NO. to O DATE 10126, 15 SCALE M � DElmmm DRAWN ("14 CHECKED ON IIi1 ~Viffo ■ � L4O Z O ■ N M cn � Nz m S 0 O 50-9 V) M to C � tl■' C"'4 I14.�c OO v 0 Z �aN 3N QU LL, w 3 �� Z Z O � N v ■ LU a� tv L/11 Cq M 00 � z �O ,/DE NO. 15515 DATE 10126, 15 SCALE 1 "=20' DElmmm DRAWN TJR JEF CHECKED TJR IIi1 ~Viffo TJR «M* C 5. 1 I { D n m0 00 czMQO CD r � < qm G Mm �m Ch NZ m O D v a z 0 z C 3 ImM D m E � O O Z CO 2C 1 ' O mM O cn � Nz m m M to OO D I { D n m0 00 czMQO CD r � < qm G Mm �m Ch NZ m O D v a z 0 z C 3 ImM D i O S O E � O O O00 >C � 1 U R M.u. D O D In 0 M.u. D r•} 13"x24" PLAST'C METER BOX EQUAL TO MID -STATES PLASTIC, d6 tf G) 48" MH 48" INC. SCF SERIES tvMSBCF 1324-18 WITH 1.75" THICK DUCTILE 5"MIN 24 MIN. 21" 1. D._ CITY PRIVATE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, 24" I.D. 60" MH 60" PIPING PIPING INC. MSCBC- i 324-R WITH READER L.11)AND 2" DRILLED HOLE z m FOR TOUCHREAD PIT LID (SEE DETAIL A -A) m w O � __,IN IN UNIMPROVED RIGHT OF Z J I -' WAY INSTALL METER BOX AT } ' PROPERTY LINE WITH 12."Lr- LONG COPPER TAILPIECE. w ' 9" MIN o I SIDEWALK O Ix 12" MAX: I a — FINISH GRADE --.— �l//--- /�--'..f - ) z_ X d w I1 TOUCHREAD WATER METER TO BE +� 12" =_ o o SUPPLIED B`. THE 36" MIN COVER `" M i! I %� it CITY TYPE "K" COPPER SOFT TUBING N o 0 22 -1 /2' NEW DUCTILE !RON WATERMAIN fI 1= SERVICE LINE TO HOUSE IS ` 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED 'NS T F.L L FORD C14-33 OR 44 RPT PLUG CO;APRESSION COUPLING L LOOP DOWN 10 CI=NTERUNE OF WATER MAIN 10 PROVIDE SLACK IN COPPER L—.COGPERSETTER FOR 5/5�x3�=+.. "�1�T.=EK_ FORD SERVICE LI?O WAFTER. VBH72-15W-44--33G, CR 'AcDONALD [iRASS: 21-215WCOQ33, OR � R: 3/4- 8--2470- �:'iTn ANUS BALL VALVE ON INLET AND MUELLER: SINGLE CHECK VALVE C^: OUTLET 1-- CORPORATION STOP WITH BALL VALVE-. FORD Copp _RSETTER FOR 1" %IETER: FORD VBH72-15W--44--44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-«15WCQQ44, OR MUELLER: 1-B-2470-2 (3/4" F61000-3--0) OR f= Y MCDONALD 47011, BOTH INLET .AND OUTLET WITH QU:CK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY tr1CDCNALD 47016 INLET ANGLE BALL VALVE rAND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE YtTH ;QUICK JOINT. NI3TE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHAT L BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH' SIDES OF METER BOX. DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE r 2- f1/2" k11N. FROM NEAREST I ^ AND FRONT EDGE OF PIT LID `- TYPICAL RIB NOTE: 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 SIDE OF MORE THAN ONE RIB. -7 v v AND 1" WATER SERVICE STD. PLAN —320.1 NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS — POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER—POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE — `E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. �- d6 tf G) 48" MH 48" ' 6" MIN. 5"MIN 24 MIN. 21" 1. D._ 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 6" MIN, 42" MIN. 30" I.D. 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED, 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC—AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR—N—SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 8'!D. PLO -400.1 PUBLIC WORKS STANDARD SANITARY MANHOLE � DEPARTMENT SEPTEMBER 2011 PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M. CITY OF RENTON, STATE OF WASHINGTON BOLTHOLES — 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) RENTON SEWER Wmaum COVER & FRAME PLAN VIEW 25' DIA, [635MM] 1' _ 3/4' [25mm] [19mm] El 8 3/4' L 2 1/2' C222mml [64mm] TYP COVER SECTION VIEW 26 1/2' DIA C673mml 25 1/4' DIA [641mm] 1 1/16' 1/4' (6MM) DIA [27mm] NEOPRENE GASKET 6' l I [152mm] 5/8' 23 3/8' DIA CL OPEN [16MM] 1594mm] 27 5/16' DIA (694mml 34 1/8' DIA COVER BOTTOM VIEW (3) BLT SOC, (ALLEN HEAD) 5/8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' f 1 1/16' [6mm] [27mm] [3MM] 1/8' CR3MM] GASKET GROOVE DETAIL C867MM] NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). STD. PLAN — 401 �;' ^ �� PUBLIC WONT MANHOLE FRAME AND COVER �j DEPARTMENT DECEMBER 2008 2" BEEHIVE STRAINER 2"x2"x2" TEE 2" 90' BENDS 2" GALVANIZED IRON PIPE TO FIT WASHED GRAVEL, PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN NOTE 2" OPEN PATTERN, RETURN BEND - 180' 2" GALVANIZED IRON PIPE FIELD LOCATE — 2" 90° ELBOW CUT OPENING AS REQUIRED, AFTER INSTALLATION, GROUT AROUND PIPE. 2" UNION SHORT NIPPLE 2" CLOSE NIPPLE 2" UNION 17"x30" PLASTIC METER BOX EQUAL TO MID STATES PLASTIC, BCF SERIES 1730-18 WITH 2" THICK DUCTILE IRON DIAMOND PLATE. 18"x31" MSCBC 1730R 2" BRONZE GATE VALVE, SCREWED EQUAL TO RED -WHITE VALVE CORP. FIG NO. 280 2" RESILIENT SEAT GATE VALVE WITH ' THREADED ENDS 2-2" BRASS 90' BENDS WITH CLOSE NIPPLE BETWEEN BENDS CLOSE ` I~VIPPE 2 CORPORATION STOP 90' BEND, I.P. THREAD TO COPPER, EQUAL TO FORD FB 500. 2" TYPE K SOFT -, I COPPER TUBING TO FIT DOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MUELLER CO. 2" 90' ELBOW DOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MUELLER CO. AIR AND VACUUM VALVE 2" ASSEMBLY APCO NO. 1452C OR EQUAL. AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN PLANTING STRIPS, BEHIND CURB AND SIDEWALK. ' STD. PLAN — 340.4 2" AIR &VACUUM RELEASE i ASSEMBLY Know wnara below. 0811 before you dig. • d6 D G) z O z = C O -pp z m m m O D D n O O C Cn 'D • m �m "z z m cn O D ' O Z Ll D m O Ujm SURFACE WATER STANDARD DARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTI VI TIES (SITE AL TERA TION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION 1S COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C" , WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON 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 DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR, AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT 16 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). WATER UTR.ITY (VOTES AND SPECFICA TIONS 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3.30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110 -A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WfTH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANS1/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.0.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS. OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POST TIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43- 655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING `PIGS" PRIOR TO DISINFECTION. THE 'POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF `PIG"ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWI✓UT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. * 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. SANNTARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. 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 PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 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. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING 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 PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY UTILITY SPECIFICATIONS 12. DATUM FOR VER TI CAL CONTROL SHALL BE NORTH AMERICAN VER TI CAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WfLL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 0 0 0 a_ 4" 9.5' WI W zl 1z _j Q I J -3:o w ry w XI O WI 30' R/W I v 30' R/W 8' SIDEWALK 8' I PER C.O.R. PLANTER STD DTL STRIP - F007 22 22 5' l 0.5' 1 FXICTInIr_ CTR9717T � Ws l7yi v L ti as eft r EX. 5' SIDEWALK TO BE REMOVED & REPLACED UNION AVENUE N.E. ROAD SECTION NTS z J ALLAN BLOCK WALL OR SIMILAR, CONSTRUCTED PER MANUFACTURER'S RECOMMENDATIONS, TYP. -SEE DETAIL SHEET C4.0 Q 0 z 0 O TRACT B m 26' U TIL I T Y& ACCESS EA SEMEN T 0 Cn 20' PAVED SECTION 5' 6" DEPRESSED CURB 4' 2.0% Ills In= IIIA WATERLINE I- 7' 4" COMPACTED DEPTH CLASS "B" 3" CRUSHED SURFACING TOP COURSE 3" CRUSHED SURFACING BASE COURSE GRA VEL BASE DEPENDING ON SOIL CONDITIONS 3/8" FULL DEF EXPANSION JOI FRDNT VIEW iOR BOLT ERN PER I. PEDESTA 'LATE 10' SEWER EASEMENT /11 I"<III�III�x i STORM LINE STORM LINESI? , SEWER LINE 6' TRACT B ACCESS PRIVATE ROAD SECTION N TS 2'-7" MAX. MIN. 5'-0" 1'-4" CLEAR WIDTH PLANTING STRING WIDTH 0 TO VARIABLE 6" �-- 1'-6" --1 SIDE VIEW MOUNT ON PEDES PROVIDED WITH N.D.C.B.U. 3/8" FULL DEPTH EXPANSION JOINT NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT NI TC random fill I�Daa4o s aa p ao Va a ru° a V 00 aA 18 min 0 f a 40pQ�o aa Qpa po00 0 oo 0 °0 4° °0 V 0 0 oo I+ 24" min TRENCH X_ 10 NTS filter fabric 6" perf pipe 1112" - 3/4" washed rock slope ---,. PLAN VIEW OF ROOF NTS to road drainage system 2' X 10' level trench w/perf pipe PERFORATED PIPE CONNECTION WALK AL NOTES INSTALLATION OF NDCBU INCLUDING CONSTRUCTION OF BASE WILL BE DONE BY U.S. POSTAL SERVICE Know what's below. 0 8 1 1 before you dig. 9j� D �m �C co to Ci � NK to � 8 D 'aC E >- Im m m z_ m � z Q .. ca U2 �_st k8 3 3� Uj tz V V V zaanw. �ooZ a ___ E 2 �6O o O WA t 38285 'SIONAL C� QD Q 0 \ _ (jo W 00 V 0 LJJ W 0 z W = U Q J � Z o �z Z U 0 0 N Ln O M n N � X Q1 U_ O O ffnn � N �-�- AC z N M CN r111) MLIJ "1 � N d' C r �o C o -- y U .�CIS h O (A �5- o � CC, N aA :c ops Q �-. N Z_ E ': E o 20 �� W d� W V) E Z M 0 o U Z N U Ld �n o L w Ln a w 00 LU o z 1^ JOB NO. 14690 DA TE 10/26/15 SCALE 1 "=20' DESIGNED WSH DRAW JEF CHECKED WSH APPROVED WSH 9j� D �m �C Z C Ci � NK m 8 D 8 i�j A Mm r D Z,c� rf m n� Nz m cn 0 D 0 z c� z C 3 M D T 8 E 'NIV4 16 C Lk a ZW UJ } U) W X oc� O Z G M zw UJ _O O WWCC _W "' m mw O m �•< mp �is < �0< LE W H O � Is % %�Z<-z W0 N�o -m0 C W �-- W N� Z~ OC CV y S < � S2> w0 fns 0 C IW U.-1 r 111 C7 � to � 1 Z, O 0 0 a 0 (�0 I HALF INAMIM (VZ WE Wf!RVAL) em tm . PILLL (1 MLE MITERVAL) AERIAL SU!!'VEL AMCE MARKERS OF CIIOAs CULVERT r EDGE lWE ANIXE OF CROS CULVERT PAV® SHOIJlMe CROSS CULVERT lr EDGE LINE PAVED SMOULDER -J CATCH BASIN OR GRATE INLET DRAINAGE MARKING GENERAL NOTE SN co -Ai t for in mmo n and Irw mW requWan rft. Um Tvp'IIUL WT Pm SHOIABR IMIIR 7"W N M NOTE 2 STANDARD PATTWA s VAX SEE NIM 2 MOTES 1. For skewed txosaw!aks, poaft *0 Minas PsrAW to tical ftft Isna. 2. kmW Croomwel t Lina in sA dit alarm only wim a14111c >tt to sidawaiit a ss,110 wriwry. �ocu QIB)111�►i O''If0 m MT=11I C11011 ►LNc N. o G MIN. om = CLR. M (r Z pp� O c 00 LA - 4"x4" W Q uj POST LA- W m z m m cn O 9 D D 0 u �OM O C 7 co • ;m n� n_ �Z Z m O D C) +�.� ` PUBLIC FORKS ©ROUND MOUNTED A OV N DEPARTMENT STREET NAME SIGNS FOR SPEED 40 MPH OR LESS DA O O 0 OCD 000• MAX E _ - --- .. _ _... NOTES LINE POST - T D BARBED PULL POST - END.GATE.OR _. _._.10 MAX BRACE POST SPACED - BRACE POST TVIS E SPACED o f TOP RAIL BRACE POST 1. ALL CONCRETE POST BASES SHALL BE SELVAGE CORNER POST 10' (Fri MAX 1000 (FT) MAX 10" (IN) MINIMUM DIAMETER O SLEEVE 2. TENSION VIRE SHALL BE PLACED WITHIN r .- -- -- - THE LIMITS OF THE FIRST FULL FABRIC - �� , . F✓,. r: , k; ! `. WEAVE kk V1 �t�l ����.� •' K \ ' �/ + •\ ). DETAILS ARE ILLUSTRATIVE AND SHAH - BRACE RAIL CA ~ LA - FABRIC BAND r BRACE RAIL NOT LIMIT HARDWARE DESIGN OR POST \_1 i / U j SELECTION OF ANY PARTICULAR FENCE :V o= TYPE. Np Z f V M ;'.. TRUSS ROD j ` TRUSS ROD STRETCHER BAR TENSION VIRE o' c' KNUCKLED SELVAGE " - CONCRETE - CLASS 3000 TYPE 1 END. GATE, OR 10' MAX. . _..__.._ _............. _ . CORNER POST 1000' MAX. LINE POST - SPACED 10' (FT) MAX. _ W QU ILL c, •. KNUCKLED PULL POST - BRACE POST SELVAGE - SPACED Q 1000' (FT) MAX SLEEVE FABRIC BAND x i ao a: j L KNUCKLED SELVAGE fV CONCRETE - CLASS 3000 TYPE 6 POST AND RAIL SPECIFICATIONS ' 3 1 PIPE CONC. _._....._...-y 1 1w MEMBER i I NOM. SIZE i SECTION WEIGHT (SCH.40) I - (LBJFT.) L J END. CORNER. OR PULL POST 2 1i2" DIAM ( A� m LINE OR BRACE POST ( 2" DIAM ( B 2.40 _ ...__.......... .. j.........._.\� /. FABRIC LOOPS - 11M0 FENCE LINE ! SIDES ►__. .- - .. ... BRACE OR TOP RAIL 1 1/4" DIAM C 135 GATE POST 3 1/2" DlAtvt ` ti \\ O G). FILE NAME S-Weeign R Pi 3W4tmn4arda12•Plan Shaet Lib 101-Publishod PSLNFS Feeee and Glare Screen FS-2)CMM Lidlc Fence vom T news. Tmm 2:4101 PMrro� sf� FED.AID PRWAO. ........ IYLTE 10f4/2814 PLOTTEDBY Ftlicco you WINESt�1f31dE0 BY ENTERED BY -te.- - eNo...... IRDS. - �AIOIML AOM• REVISIDN DATE BY 'j •T"" WX CHAIN LINK FENCE FABRIC r TOP RAIL BRACE POST STRETCHER BAR - itw" CHAIN UNK FENCE FABRIC POST FABRIC BAND SPACED Q 15" (IN) MAX. STRETCHER BAR ,ERIC WTHOD OF FASTENMK3 STRETCHER BAR TO POST (SHOWN FOR ROUND POST) _ PLAM eEF b 4WFS -2 Star D•parkn*M of Tran"mts ion a - a -- CHAIN LINK FENCE WITH TOP RAIL $.. tJ� W O U TOP OF CONC. SIDEWALK ----! >r • ■'7 r M DEPENDING ON SIZE OF ■ E SIGN AND NUMBER OF ■ S SIGNS ON POST (TYP.) POST BEHIND SIDEWALK POST WITHIN SIDEWALK i O .r. U U 48" TOP OF BUND `? © OR TOP OF CONC. �— SIDEWALK NOTE: LEGIBILITY DISTANCE SHOULD BE AT LEAST 40 FEET PER INCH OF LETTER HEIGHT. TYPICAL SIGN INSTALLATION DETAILADOPTED CITY OF RENTON - STANDARD PLANS ♦ > ♦ : LAST DAM OM0�I�000 t .. R-3860 I I Know wnars below. Call before you dig. IN COMPLIANCE WITH CITY OF RENTON • An • /�L_ �► 111` ,20 BY: BY: Date: Dare: D 0 -o i 24" MIN. = CLR. M (r n- U `t 00 LA - 4"x4" W Q uj POST LA- W 0 • ■'7 r M DEPENDING ON SIZE OF ■ E SIGN AND NUMBER OF ■ S SIGNS ON POST (TYP.) POST BEHIND SIDEWALK POST WITHIN SIDEWALK i O .r. U U 48" TOP OF BUND `? © OR TOP OF CONC. �— SIDEWALK NOTE: LEGIBILITY DISTANCE SHOULD BE AT LEAST 40 FEET PER INCH OF LETTER HEIGHT. TYPICAL SIGN INSTALLATION DETAILADOPTED CITY OF RENTON - STANDARD PLANS ♦ > ♦ : LAST DAM OM0�I�000 t .. R-3860 I I Know wnars below. Call before you dig. IN COMPLIANCE WITH CITY OF RENTON • An • /�L_ �► 111` ,20 BY: BY: Date: Dare: D 0 -o i j ' I PROPERTY LINE I l o ! FUTURE 6" BUILDING SEWER PIPE 1�BUILDING SEWER . - - 12 ! 1\ \ �. J " " " �2"x 4" STUD MARKING POST PAINTED `TEE WITH 6 SIDE OUTLET 6X6 X6 WYE SURFACE CLEANOUT WITH WHITE HATH THE WORD 'SEWER"STENCILED \ ! CAST IRON RING do COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE w WRAPPED AROUND THE STUD AND 2" VL -ASS B' FACE OF CURB OR $ (EAST ,JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD. EDGE OR APPROD OF PAVEMENT a 2975 SPECIFY"SEWER"SON LIOAL, I - 6" SIDE SEWER AND BUILDING SEWER SEE STD. PLAN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN ' ` I LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS { it (FERNCO OR APPROVED EQUAL). ' CENTER LINE OR B. CONCRETE MAIN >kr�" n}- ,' l , i - CUT IN A NEW SECTION OF SEWER MAIN WITH r Tn c �.LA.'__:3 c c I / r LANE LINE A NEW TEE USING FLEXIBLE COUPLINGS / OR CLASS B ! (FERNCO OR APPROVED EQUAL). --!� ,! ,� C. PVC MAIN CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED I-_ EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. ;J D. DUCTILE IRON MAIN -CORE-GRILLED WITH A ROMAC SADDLE (OR j APPROVED EQUAL) t E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE 0. 5' MIN. AT MANUFACTURED KNOCK -OUTS OR THE 2" DEPTH G' STRUCTURE SHALL BE CORE -DRILLED. GRIND OR SAWCU r AND RFE_ M0VE 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. Y� -_ 6.5' MIN. --- ---) 1: 3:5 MIX7o`'� I CONCRETE P-}- I BLOCKING 25 rAP��E 2.5 -- i i N,\N 25 GRE ^r!!N 1M1N MIN 1MIINIMIN GGN 2% MIN SLOPE 2" CLASS 'B' CRUSHED 0 ov FLOINAE�_ ILL_ OR AS REQU!RED BY ENGINEER * FOR M!N!MUN STANDARDS, SEE DWG# PR -05, SP PAGE H032 02/2005 I MODIFIED NOTES 07/2004 'MODIFIED NOTES DATE_ I --- ,S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED CITY OF RENTON T� i._. STANDARD PLANS LST DATE: 02/05 DING. NAME: H032-' SP PAGE: H032.1 H�0'.l.�H�£t',%'S .,w.::.i._'...-., s"'♦. `-. z X;2 � SII'"i's 7?.. � �YS':� ....�4 i CURB W.,T }INCLUDED IN SID ITEM - v 15. .E _ ' 1' • s''• J......tM. «�StA«t 'W_` j Ai.£L - i 3iI`j '_Z,;Z`,l ACIOT MLLER ALL 1:T N.+.. K. ;T o' L WITH H tRAla: is EDGE • f.T � � �l �4� 3 i1"" IfK PSgEI+44'33LOEC _ ! F O GRADE 1" {ill) BELOW J004T FILLER / TOP OF CONCRETE SURFAa "` SIDEWALK ADJACENT TG CURB;Ifs, iSEE CONTRACT', R=au olrN t 9' (ltd) R Ia.; CURB NOT INGIUDED Mi aID (TEM - } 8Ri£st3x OR PEMTRiAN � PRE#AOLDED •� o:.;."�� � WALL OR BARRIER R)MING JOINT FII LEIS ADJACENT TO CUR13 SAIWER - SEE S"WALK iSTEEP FLL SLOPES€ CONTRiACT Pi.AN4 rSEE COWRACTi �vAI_t,. 09 84 R 16' (INS R: MP,1 ,,....,....,I I fl:A*i :s 1 5 � CURS NOT I'iCLUDED 1I=i RSIi3ITEM - i � 5t[}EWALK VERTICAL. WAU Sts• *41) PREMOLDEt) ►+ x�� _..,_. ,,., � � • _� � SEE OETAR JC1N4 T rILLER (TYP.i ADJACENT TO CURB AND RAILING OR WALL ; JO IINI EMOLgEC JOs'VT FILLER 3NXWALK BUFFER STRIP (SEE CONTRACT > (See 140TE Ia.) 1rs' (IRa' SIDEWALK ADJACENT TO WALL DETAR_ CURB NOT IN NO ITEN LEM t �� °I.5;4 IattN. I 'rrr"' !•' FIiNISh#ED GRADE V 044 BELOW TOP OF +CO;RETE SURFACE FOR PLAWINO - FLUSH IF PAVE0 6 ADJACENT TO BUFFER STRIP �?" � r' ,"', rHtdl K, . k � ! � • BidOOPiH�Eti FII+IIY�N �+•.�+.IIL,...'_...-3..,� 4` h",0F_ SMOOTH ttaELEG PER!uwi'ER RAISED EDGE DETAIL EXTIlim SiDevvAixTRANSVERSE 0" TO NICLUDE RAMEO EDGE '! /�; , ��, z. N ♦.!f '' CEMENT CONCRETE CLgb •� "+° µ ,.. ,. (CURB ASND GUMR SHOWN NOT INCi.UDEV IN DID ITEM For NOTES see STD PLAN 104.2. 9 Paved surfaces must comply Vft ' STD PLAN 102.1 as applicable. IV, TO tis SIDEWALK r;` tY m �`- ,/ x ExPAiaStr,N JOINT IN DOTH , `y «` "� r� �O � B •' ! �' � �O x SIi7-WALK s SEE 1` 10 -' A& ItaS Ilk h �, t 4► r01k.-.i► s J01INT AND FINISH bC1lt3T FiL EFt �»». R % DETAIL :'EEXPANSION JOINT 'C,; CONTRACTION JOINT PUBLIC WORKS CEMENT CONCRETE &M. - 102 * j`+ PPRO DEPARTMENT SIDEWALK It hyF.T-pim IV 04 X TE Gregg Zimmerman, Public Waris AdmirWrstor ' " 6" SIDE OUTLET TEE SEWER 6 MIN. MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION SEWER MAIN NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. HORIZONTAL TYPICAL SIDE SEWER ELEVATION PUBLIC WORKS STANDARD SIDE SEWER SM. PLW - 40d•1 + DEPARTMENT INSTALLATION N,,�� /Y (SEVIMR MAIN TO PROPERTY LINE) JANUARY 2013 Gregg Zimmerman, Public: Works Administrator z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING a a FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION X OF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION o z DEVICE SUCH AS CLEAN CHECK EXTENDABLE as BACKWATER VALVE OR APPROVED EOUAL SHALL BE D INSTALLED. 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) zCc 0 SURFACE CLEANOUT m 4"x 4"x4" WYE 4" PIPING PLAN BUILDING DRAIN FOR LOW ELEVATION HOUSE MANN TO PROPERTY UNE 5'-0" 5'-0" PROPERTY LINE FROM THE HOUSE BUILDING DRAIN SIDE SEWER BUILDING SEVER 2'-6" - TO 3'-0" 3'-0"IANd. 4�_ ren°' c�mnmo' g}n M20;0rn M � -n� CO,C D - rn Om �"Z N0 rrnnFOrn � * P -o Cal � *+;� © g � 0.} -VO m m 7D wo K)� ;a}- � cZi � 3? Z' 0 F, M C rl x 0 C rn Z 0 nn m Z to � res MX -1 0 O m "a rn A ZZ �Ncn� m $ZO Z pfrnno Rim� M I 'z ak> Z z v .., . - o 8 O On A at z -0 rr rno-a VA rn M C NOTES: 1. Prior to installation, of o sanitary sewer connection, a sidt-■.wen permit must be purchased from the City of Renton Public Works Deportment. 2. Types of pipe and fittings that can be used for sanitary sewers shall be approved by the Department of Public Works. Rubber or neoprene gaskets as specified by the manufacturer, shall be used on joints. 3. A minimum grade of 2X (1/4" per foot) must be maintained with 4" pipe. In the event a 2% grade cannot be maintained. the owner must sign a City of Renton grade release farm and then can install 6' pipe at a grade of 1X 4. For inspection of side sewer, call 24 hours in advance. The inspection phone number is on the side sewer permit. Site must be ready for inspection and representative on site when inspector arrives at appointed time. Side sewer and stub shall be tested per City specilications. Make the connection at the house. Do not boelcfM the ditch until approval is given by the inspector. Final approval will be granted after the existing septic tank has been pumped out and lMed with sand. 5. Install side serer with 2' minimum cover. 18" cover is allowed at the house if outlet is shallow. 6. If side sewer stub is not ovoilable. The owner shall be responsible for its installation per standard drawing 406.1. AN work within street right-of-woy shall be done by a licensed and bonded contractor. 7. All work shall be accomplished in accordance with the Washington Industrial Safety and Health Act. (WISHA) 8. All trench restoration for side sewers in the public right-of-way shall conform to the most current trench restoration requirements as in the Renton Standard Drawings. 9. All building sewer and side sewers shall hove bedding In accordance with standard drawing 405. 10. There shall be a minimum 10 foot horizontal separation between sonitary side sewers and water services and a minimum 5 foot horizontal separation between sanitary side sewers and gl. other utilities. CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1-800-424-5555 y' v TYPICAL BUILDING SEWER SM. PIM - 401L2 PUBLIC WORKS + + FROM PROPERTY LINE TO DEPARTMENT ' BUILDING CONNECTION SEPTEMBER 2012 EXISTING ASPHALT PAVEMENT SAWCU T _\ (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (Or ACP Closs B) (SEE NOTE 1), OVER 6" CRUSHED ROCK 2.0' MIN. (SEE NOTE 2) NEW CURB do GUTTER } NOTES; 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3, THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. 9'!'D. PUN - 109 + + PUBLIC WORKS CUM AND oU5rlR PPRO D: DEPARTMENT oE'tA�L. A)E 2" OPEN PATTERN, RETURN BEND - 180' 2" 3ALVANIZED IRON PIPE Fil_:_1 ALL 90' TURNS SHALL BE ACCOMPLISHED LOCATE %-,.�_ 2" 90' ELBOW BY MEANS OF A WYE AND 45' BEND. TWO CUT OPENING AS REO'U RED, .4' i R 2" BEEHIVE STRAINER-. / INSTALLATION, GRCUT AROUND PIPE. 2" UNION 45' BENDS SHALL NOT BE ACCEPTABLE. 4" BEND AS REQUIRED (NO MORE M CLOSE NIPPLE 2"x2"x2" TEE -�\ 18,• \ THAN 45' BEND). EVERY 2ND 4" CLEANOUT WYE WITH FF CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG. WILL REQUIRE A SURFACE 2" 90' BENDS! . 2-2" BRASS 90' BENDS V,':7H C_CSE NIPPLE BETWEEN SENDS GALVANIZED IRON PIPE TO FIT_X CLOSE WIPP c 12' MIN. 2 c� 6Rr. T!CN STOP 90' BEND, !.P. THRP 6,D TO COPPER, EQUA_ TO FORD. FB 5G0. 2" TYPE K SOFT ' - CLEANOUT WYE. Z I z ' z L- , 2" 90' ELBOW L DOUGLE ,TR r SEPVICE "_AV '0TH 2" WASNEC, GRAVEL, PASSING / IPS iAP TO F iT, EQ;1.AL TO ML:E_;_ER _J J J HOUSE O I HOUSE CL HOUSE o I HOUSE a 0_ a 3 -0" MIN. 4" SEWER PIPE I SURFACE CLEANOUT ♦ 4" SURFACE ;d (TYPICAL) 6"x 6"x6" WYE t CLEANOUT 4" SEWER PIPE, SEE NOTES 2 (SEE STD PLAN - 407) WYE 14" ,,.,-4" TEST TEE NTH AND 3. MINIMUM LINE SIZE FOR f CLEANOUT PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" (TYPICAL) PROPERTY UNE WYE WITH PLUG PROPERTY LINE c� 3' MtN. c� c� `a 6"x 4" REDUCER v Z z ? (TYPICAL) W MAIN SEWER UNE ,� X z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING a a FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION X OF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION o z DEVICE SUCH AS CLEAN CHECK EXTENDABLE as BACKWATER VALVE OR APPROVED EOUAL SHALL BE D INSTALLED. 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) zCc 0 SURFACE CLEANOUT m 4"x 4"x4" WYE 4" PIPING PLAN BUILDING DRAIN FOR LOW ELEVATION HOUSE MANN TO PROPERTY UNE 5'-0" 5'-0" PROPERTY LINE FROM THE HOUSE BUILDING DRAIN SIDE SEWER BUILDING SEVER 2'-6" - TO 3'-0" 3'-0"IANd. 4�_ ren°' c�mnmo' g}n M20;0rn M � -n� CO,C D - rn Om �"Z N0 rrnnFOrn � * P -o Cal � *+;� © g � 0.} -VO m m 7D wo K)� ;a}- � cZi � 3? Z' 0 F, M C rl x 0 C rn Z 0 nn m Z to � res MX -1 0 O m "a rn A ZZ �Ncn� m $ZO Z pfrnno Rim� M I 'z ak> Z z v .., . - o 8 O On A at z -0 rr rno-a VA rn M C NOTES: 1. Prior to installation, of o sanitary sewer connection, a sidt-■.wen permit must be purchased from the City of Renton Public Works Deportment. 2. Types of pipe and fittings that can be used for sanitary sewers shall be approved by the Department of Public Works. Rubber or neoprene gaskets as specified by the manufacturer, shall be used on joints. 3. A minimum grade of 2X (1/4" per foot) must be maintained with 4" pipe. In the event a 2% grade cannot be maintained. the owner must sign a City of Renton grade release farm and then can install 6' pipe at a grade of 1X 4. For inspection of side sewer, call 24 hours in advance. The inspection phone number is on the side sewer permit. Site must be ready for inspection and representative on site when inspector arrives at appointed time. Side sewer and stub shall be tested per City specilications. Make the connection at the house. Do not boelcfM the ditch until approval is given by the inspector. Final approval will be granted after the existing septic tank has been pumped out and lMed with sand. 5. Install side serer with 2' minimum cover. 18" cover is allowed at the house if outlet is shallow. 6. If side sewer stub is not ovoilable. The owner shall be responsible for its installation per standard drawing 406.1. AN work within street right-of-woy shall be done by a licensed and bonded contractor. 7. All work shall be accomplished in accordance with the Washington Industrial Safety and Health Act. (WISHA) 8. All trench restoration for side sewers in the public right-of-way shall conform to the most current trench restoration requirements as in the Renton Standard Drawings. 9. All building sewer and side sewers shall hove bedding In accordance with standard drawing 405. 10. There shall be a minimum 10 foot horizontal separation between sonitary side sewers and water services and a minimum 5 foot horizontal separation between sanitary side sewers and gl. other utilities. CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1-800-424-5555 y' v TYPICAL BUILDING SEWER SM. PIM - 401L2 PUBLIC WORKS + + FROM PROPERTY LINE TO DEPARTMENT ' BUILDING CONNECTION SEPTEMBER 2012 EXISTING ASPHALT PAVEMENT SAWCU T _\ (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (Or ACP Closs B) (SEE NOTE 1), OVER 6" CRUSHED ROCK 2.0' MIN. (SEE NOTE 2) NEW CURB do GUTTER } NOTES; 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3, THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. 9'!'D. PUN - 109 + + PUBLIC WORKS CUM AND oU5rlR PPRO D: DEPARTMENT oE'tA�L. A)E 2" OPEN PATTERN, RETURN BEND - 180' 2" 3ALVANIZED IRON PIPE Fil_:_1 z LOCATE %-,.�_ 2" 90' ELBOW 11)N,�. CUT OPENING AS REO'U RED, .4' i R 2" BEEHIVE STRAINER-. / INSTALLATION, GRCUT AROUND PIPE. 2" UNION SHORT NIPPLE M CLOSE NIPPLE 2"x2"x2" TEE -�\ 18,• \ /,--2" � 2" UNION 1 17"x30" PLASTIC METER BOX EQUAL TO MID STATES PLASTIC, BCF SERIES 1730-18 WITH 2" THICK DUCTILE / IRON DIAMOND PLATE. 18'x31" MSCBC 1730R - 2" BRONZE GATE VALVE, SCREWED EQUAL FF TO RED -WHITE VALVE CORP. FIG NO. 280' RES;UFN7 SEAT GATE VALVE `MTH TREADED ENDS 2" 90' BENDS! . 2-2" BRASS 90' BENDS V,':7H C_CSE NIPPLE BETWEEN SENDS GALVANIZED IRON PIPE TO FIT_X CLOSE WIPP c 12' MIN. 2 c� 6Rr. T!CN STOP 90' BEND, !.P. THRP 6,D TO COPPER, EQUA_ TO FORD. FB 5G0. 2" TYPE K SOFT ' - COPPER TUBING TO FIT L D ST 4 1 'LAMP r.n? .. DOU LE RAF ER J�Cc � �.M F t,i r' ? r! tPS TAF TI FIT, � fi Ji+..'� T) VU .,_LER CO. L- , 2" 90' ELBOW L DOUGLE ,TR r SEPVICE "_AV '0TH 2" WASNEC, GRAVEL, PASSING / IPS iAP TO F iT, EQ;1.AL TO ML:E_;_ER 1-1/2" AND RETAINED ON ,AIR AND 'VACUUM `SALVE 2" ASSEMBLY 1/4" MA=SH FOR DRAIN APCO NO. 1452C OR Et)UAL. NOTE: AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASS'EMBLY CANNOT BE INSTALLED, PROVIDE ADDiTiONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN PLANTING STRIPS, BEHIND CURB AND SIDEWALK. 2" AIR & VACUUM RELEASE SM. PI" 940.4 + + t ..� 1i` C ti 4ASSEMBLY Know what's below. Call you dig. IN COMPUNKE WrrH crrY ar RENTON STANDARDS ..2 V47te: IeP r% - w t Date: Date: D O � O oO p � p co o . �m nm �Z m 0 D z 40 %-,.�_ 2 10 I 11)N,�. �z m z m M O O D 0 m 0 m 0 m 4_ Lb � C-) Ucc U 2 r. cl: Q_ CL Z [Q� 0: ". Sam I jWAL WD Irl" CL Cf) QD Q W 0 �a WWoz L.C) 0 LLJ=� U 00-00, � zV) C) �Z Z Lv 0CL U 0 0 N Lei Lon O M d' Ln ' N � ■ 41 O CO 0U_ ■ Z N M Wj 0 O c ' c c o � "V C N .0 •- O 00 v 'Q3N 0 Z ESE o W 3 dW Z n _, W V 0 Z `tel V C: W■ cn �Lf) V) N LU O R 14690 DA 1!' 10126 15 00" 1 "=20' WSH O MAS JEF WSH ArlM WSH C5.5 D O � O oO p � p co o . �m nm �Z m 0 D z z 2 10 I C �z m z m M O O D D O � O oO p � p co o . �m nm �Z m 0 D I3 N 1 O • �^ O4�& CD j fi w O