The URL can be used to link to this page

Home My WebLink AboutWWP2703776.1CONNECT TO EXISTING 12" DI WATER MAIN WITH: I-12"x8" TAPPING TEE (MJxFL) 1-8" GV (FLxMJ) (SEE CONNECTION DETAIL PER .STD. PLAN NO. 300.1) - --- -- --- --- of 11+00 - ---+ N END OF EXISTING 12' W - 10LF 12' D.I. ST.A: 20+38.31.4.47'L CONNECT TO EXISTING 12" WATER 1- 12" SLEEVE (MJ) 15LF 12' D.L- I - 12" D.I. 2a50 BEND (MI) w/THRUST BLOCKING POLYPIG STATION ON NEW 11' W (SEE PLAN B3016) ST.4:20+51.47.2R INSTALL: I - 12"D122.5" BEND( u/THRUST BLOCKING STA: 22+69.45. 1.98R CONNECT TO EXISTING 12" DI WA TER MAIN WITH: 1-12"x8"FLANGE TEE 1-12"GV (MJ) I -8 "x8" DI REPAIR SLEEVE ("MJ) 1-8 " DI SPOOL CUT TO LENGTH ST.A:22+69.29 INSTALL: I - 8" D.1.451 BEND (MJ) wITHRUST BLOCKING 30' PORTION OF THE NE 114 OF SECTION 6, TAP, 22N.9 RGE. SE, W,M KING COUNTY, WASHINGTON STA: 13+72.28. 13.33'L TBM INSTALL: SSMH STA: 12+70 37. 10.64L 1 - 2" BLOW OFF ASSY. RIM=171.92 8" DI NEW WATER MAIN WITH: 1 - 8" VERTICAL CROSS ►NV=162.86 (CTR. I - 8".0" TEE (FLxFL) CHANNEL E,W FOR 'PDLY'PIGGINE" ) 3- 8" GV (FLxMJ) PER RENTON STD. PLAN NO.300 6 W/ THRUST BLOCK w/THRUST BLOCKING 267LF 8' D.L SOUTH 55TH STREET IOAF 8' D.I. C/L OF R.O.W. 12+000 13+00 o - -i--- - - 14+00 \ - S 0132'55" W 88'2T05' E�31.86 0 0.00 R.O.W. ` � 88'27'O5" E-�6.47 - - STA: 0+44.84.5R / 35LF 6' D.I. SPOOL INSTALL: - - -- � 1 - 51/4"F.H. ASSY. I - 4" STORZ FTG. ' I - 21 LF 6" DI SPOOL i I . E . = 145.59' SEPMroN LOT#17 (��) i LOT#1 i Lr-__4 "�_ CO �+ FF=144.0 FF=154.0 S`J -= :Ann i .,.,, i i.E. = 144.49' j i - ! {0+00) 1' WATER SERVICE FOR ALL _ -_ N - - - - LOTS WITH ONE INCH _ __ SURE WATER REDUCING_ _l t - VALVE PER STD. PLAN NO Z I . E . 144. ?_ 3' 340.5 (m') LOT#16 ' I . E _ 142.49' ! I I I I FF=144.o co I 10' AFL (yrP), LOT#2 AE-ijr I` �.0' P'(ANTER FF=154.0 S8954'28'T 135-23' - -- - -(1 +01 - . i -- ---- - --- I 1E=149.0 -- --- ---- - i (0+93)-- A i iI I I i w Co. --- --- -- -, N ! + ►�-lie � 1 TRACT 998 24; O'LOT#3 ! OPEN SPACE I _ - FF=154.0 1_" N LOT#14 i LOT#15 1 I 12.)' ' 1.0' �. F 1' O I i FF=134.0 i FF=138.0 TRACT ! as'' I I.E. - _ - - - - - - -- -- DETENTI i o4I I - - - - - , VAULT N 11 w I j 20' ACCESS I D/W CUT START a ,� I = 132.1 ? ov to ci �M & UTILITY I STA: 2+59.38 _+ 6 PVC SIDE SEWER O ?X MM. Z - - EASEMENT STA: 2+91.75. 11.17R o - NSTALL: ! CO. LOT#4 3 - 8" GV (FLxMJ) ( E=1•5 0 FF=150.0 N i 34 no, .3 3 + -- SSMH#- -- o I I tb�f 8' PVC 32+00 $ 1-2 TA: 2+i4.34.2.84L o SSM #4 + - INSTALL: - ` Co. i - 8" 014S0 BEND (MJI t ssmL irl w= : �.0 w/1 HR U5T BLOCKING 30+00 0 2' GRAVEL i ACCESS LOT#13 I LOT#S 0 o ROAD FF=136.0 I. I = pI I. E 136.80' 0 „ S �►�IH#? I.E. 11�3.41 ' t 7LF 8" O.l. f J 117LF8'D.I. - -- - --- - --- - -- STA:22+84.11 0+16 __ STA:2+84.29.3.40'R - - 16 INSTALL- INSTALL: a 21 -z _. __ - _- _ _. _ 1 ipf 8' 0.1. 1- 8" D.1.45°BEND (MJ) I - 8" D.1. 450 BEND (MJI I �n Q 3 x w/THRUST BLOCKING w RUST BLOCKING "'" '� 15' UTILITY W D CUT EASEMENT 1 LOT#.0 AW LOT#6 / co. SSMH#2A TRACT 997 I.E. = 228.04' o. FF=148.0 I (0+82) NGPA ' L i t \ . - - - - - STA: 2+96.63. 15.81 R 02%ANN. - INSTALL: - 1-51/4"EH.ASSY. ---------- - - _ IF I - 6" GV (FL) i I. E. = 138.66' i 1 - 4" STORZ FTG. G I I �5�0' R \ �' " I - 59LF 6"DI SPOOL I LOT#7 I 30' 30' EX. R.O.W. EX. R. Q. C.O. Co. ..Ll W 3 w CO. I r sc A�Ir FF=f48.0 - 20' ACCESS & � I E C I (Q+; I I I.E.=134. 83' i I o ( w 'vIH# SS. UTILITY EASEMENT o _ J I _ - -- 4. I LOT#11 1 I - - -_ - (1+32).- _ i LOT#10 ! I LOT#9 FF-f32.o ! 1. E. = 121.73' iCo.LOT#8 FF=136, 0 I FF=139.0 I (0+00) j CN I.E. = 134.64' `� 1;;:L; 1 '� FF=0 148. i I i I ' I 1 N 88'27'05' W 352.63' - - -- - - STA: 24+19.87.2R INSTALL: 1- 5114" EH. ASSY. I - 4" STORZFTG. 1-28LF 6" DI SPOOL CONNECTING TO Q ct I - 12"x6" TF_E (MJxF1.) EX. SIDEWALK 1- 6" GV (FLxMJ) a I - 12" POLYPIG STATION PER STD. PLAN NO.300.6 Q m y N LEGEND EXISTING MONUMENT (AS SHOWN) WOOD FENCE WATER SURFACE NOTES: SECTION 1/4 CORNER NOT FOUND EDGE OF PAVEMENT UTILITY POLE ANCHOR FIRE HYDRANT (2 NOZZLE) 1, ALL UTTUTES SERVING THE SITE ARE TO BE UNDERGRDUNDED. SECTION CORNER NOT FOUND BACK OF WALK . TYPE I NGPA SIGN Q: BeCO�' 2. A MINIMUM SEPARATION OF 10' SHALL BE GIVEN BETWEEN SEWER AND WATER LINES. • FOUND REBIR/GAP OR I.P. (IRON PIPE) (DATE) STORM DRAIN CATCH BASIN (CB) STORM DRAIN MANHOLE (SDMH) PROPOSED WATER WAS.. :R,� �' '' '� CALCULATED PROPOSED SANITARY SEWER ��'• " _ 6 �L T ASANITARY hvv4FR PLAT SANITARY SEWER MANHOLE (SSMH) PROPOSED STORM DRAINAGE SEWER CLEAN OUT (CO) PROPERTY LINE MEASURED „> I, SE}2.'° OF 59I3 77AI� TO BE REMOVED POWER POLE EXISTING FENCE LINE EDGE OF PAVEMENT GUY POLE �� I �� CZeA)V &n RIGHT-OF-WAYEX1STtNG POINT OF BEGINNING WATER METER XXX CONTOURS PROPOSED CONTOURS - %CEWSR CENTERLINE WATER VALVE � PRE-EXISTING DRAINAGE PA1T1 RN CHAIN LINK FENCE MAILBOX 187th St o,, �I 190th St O° o S 46th 11 S 47t t• m r S 50thV)St Se 187th S 50th PI s?S S51stCt Se 18 SITE S 3 o a 14+94.63 --1400 D n. �C SCALE: 1" = 30' W 30 15 0 30 60 VICINITY MAP SCALE, 1' = 1/4 MILE SANITARY SEWER NOTES AND SPECIFICATIONS Se 192nd 1p/ 1 � Ln N S SURFACE WATER STANDARD PLAN NOTES THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASIERWATER AND EXAMPLE OF CONSTRUCTION SEQUENCE UTILITY. 1. ALL WORK AND WORK MATERAL SHALL BE IN CONFORMANCE WITH THE SURFACE WATER STANDARD NOTES: STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST I. THESE NOTES SHALL APPREAR ON PROJECTS FOR THE SURFACE WATER UTILITY. EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN STANDARD PLANS & SPECIFIC477ONS. A SET OF APPROVED PLANS REVIEW SECTION AND THE APPLICANT. SHALL BE KEPT ON THE SITE AT ALL TIMES DURING CONSTRUCTION. 3. ALL DESIGN AND CONSTRUCTION SH4.1 BE IN ACCORDANCE WITH THE RENTON 2. THE HOURS OF WORK 1N THE STREET RIGHT OF WAY SHALL BE PER MUNICIPAL CODE (RUC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR CITY SPECIFICA77ONS ON WEEKDAYS UNNLESS OTHERWISE APPROVED S ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT: AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF BEGINNING ANY WORK WITHIN PUBUC RIGHT OF WAY. THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, J. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND OMISSION OR VARATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. AND CORRECT LOG47ION SO AS TO AVOID DAMAGE OR DISTURBANCE 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER BE REQUIRD PRIOR TO STARTING NEW CONSTRUC77ON. IT SHALL BE CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.) THE SURFACE WATER THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY liffu T DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVAL PLANS, PERMITS PRIOR TO STARTING CONSTRUCITON. (INSPECTION WILL BE WHICH ARE ON FILE WITH THE CITY ANY DEVATION FROM THE APPROVED PLANS WILL ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC DEPARTMENT, SURFACE WATER UTILITY SECIION. WORKS INSPECTORS 24 HOURS IN ADVANCE OF 13ACKFILLING ALL 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION. EQUIPMENTAND PROCEDURE CONSTRUCTION IS IN PROGRESS. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 SEQUENCE OF CONSTRUC71ONAND FOR THE SAFETY OF WORKS AND BASIS OF BEARINGS IS PLAT OF P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHER ON THE CONSTRUCTION SITE TALBOT ESTATES VOL 172/1-3 OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN 7 IT SHALL BE THE APPLANTS/CONTIiACTOR'S RESPONSIBILITY TO OBTAIN ALL STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUC77ON EASEMENTS NECESSARY BEFORE INITL477NG OFF -SITE WORK. CONSTRUCTION. BM EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 7 PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS CITY OF RENTON 11927 8. FRANCHISED UTXMES OR OTHER INSTALLATIOS THAT ARE NOT SHOWN ON THESE DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. KING COUNTY CONCRETE MONUMENT AND CASE IN APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE GRAVEL SHOULDER 3.9' WEST EA. OF TALBOT ROAD PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER WHENEVER CONSTRUCTION IS IN PROGRESS. SOUTH AND 50' SOUTH OF CENTERLINE OF 192NO ST. DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. THE CONTRACTOR SHALL PROVIDE THE C17Y OF RENTON WITH AN ELEVATION = 123.70' 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. AS -BUILT DRAWING OF THE SANITARY SEINER SYSTEM, WHICH HiAs REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUC17ON OF STORMWATER OR LICENSED PROFESSIONAL SURVEYOR. TBM FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE 11. ALL UTILITY TRENCHES AND ROADWAYS SUBGRADE SHALL BE BACKFILLED AND IN LAYERS WITH A LOOSE AVEREAGE DEPTH OF 6 INCHES, MAXIMUM SSMH COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. DEPTH OF 8 INCHES, THOROUGHTLY TAMPING EACH LAYER TO 95 RIM=171.92 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST IV INV-162.86 (CTR. CHANNEL E, W) DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CRY OF EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE THE SIDE OF THE TRENCH; MATERIALS TO COMPLETE THE FILL OVER VERTICAL DATUM. RESTORED IN ACCORDANCE WITH THE C17Y OF RENTON TRENCH RESTORATION PIPE SHALL BE THE SAME AS DESCRIBED. STANDARDS. 11. OPEN CUT ROAD CORSSINGS FOR UTILITY TRENCHES ON EXISTING NAVD 88 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL MECHANICALLY COMPACTED UNLESS APPROVED BY ENGINEER/CONTACT SURVEYOR CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS 12 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL PASSED. DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL. SHALL BE NVSMbrf/T ENGAtBMG COMPANY HANSEN SLV? EYNMG 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR NORTH AMERICAN DATUM 1983/1991 METERES UNLESS OTHERWISE P.O. BOX 1478 17420 116TH AVE. SE TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT EVERETT, WA 98206 RENTON, WA 98058 APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. CONTACT. SANTHOSH MOOLAYIL CONTACT: ROONEY HANSEN 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED 13. ALL DISTRUBED AREAS SHALL BE SEEDED AND MULCHED OR (425) 303-9363 (425) 235-8440 FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FAX (425) 303-9362 SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION OF CONSTRUCTION. APPLICANT MATERIAL„ AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY OWNER MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND M.T.DEI�ELDPMEN>; LAC KINA�RLYS PLACE: LLC SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE ALL PIPE BEDDING SHALL SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC MT. RAWER AVE. L MA RNNER CF, S. BE APWA CLASS C' WITH THE EXCEPTION OF PVC PIPE WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSOOT/APWA 11625SEATTf, WA AV E. S. 11625SEATT1E, WA AVE. S. i6. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED W17H ASPHALT TREATMENT 11 OR STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE BETTER INSIDE AND OUTSIDE CITY OF RENTON IN THE RENTON STANDARD PUNS & SPECIFICATIONS. (206) 772-2300FAX. (2O6) 838-2791 17. ALL DRINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM SOLID LOCKING UDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT OR THE TOP OF THE FOUNDATION MATERWL, AS WEL AS PLACEMENT RETENTION/DETENTON FACILITY SHALL HAVE SOLID LOCKING LIDS. AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM LEGAL DESCRIPTION 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE PARCEL "A" 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE PIPE SPRINGBROOK ACRE TR4CTS LOT A' KING COUNTY SUFFICIENT LENGTH TO PROVIDE A MINIMUM J.I SLOPE FROM THE EDGE OF THE 15. SANITARY SEWER PIPE SHALL BE POLYVINLY CHLORIDE (PVC) RUBBER BOUNDARY LINE ADJUSTMENT NO L05LOO92 RECORDING DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF GASKETED ASIM D 3034, SOR 35, OR DUCTILE IRON CLASS 50, NUMBER 20060523900010 BEING A PORTION OF NE 1/4 OF ROADSIDE DITCHES, WERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY THE NE 1/4 SECTION 06, TOWNSHIP 22 N, RANGE 05 E A DEPTH OF ONE (1) FOOT MUST MEET THE FOLLOWING SPECIFICATIONS: 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND 4-8 INCH ROCK/ 40-70 PASSING, MAXIMUM 12 INCHES ABOVE FINSIHED GRADE OR MUST HAVE MINIMUM KING COUNTY, W.M. 2-4 INCH ROACK/ 30-40% PASSING; AND 2' DIAMETER CONCRETE RING POURED AT GRADE IN PAVED AREA, LESS THAN 2 INCH ROCK/ 10-20% PASSING. COVER MUST SLOPE IN ALL DIREC77ONS TO MATCH PAVING. � CITYOFRENTON 21. ALL BUILDING DOWNSPOUTS AND F007WC 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 f A 9 DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON . APPROVED B 1.. tj b ►7il UL 6 A� ) h DATE: COMPLETION. U A' ew Ul i I `1 22. DRAINAGE OUTLETES (SOB -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: APPROVED BY✓ C_f�TDATE: 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 Knowwhars below. NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH CBII before you dig. APPROVED BY: DATE: 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' UTILITY CONFLICT NOTE. STAKE MARKED STORU' OR DRAIN" THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SUCURED TO THE STAKE. CAUTION.• C. PIPE MATERIAL SHALL CONFORM TO UNDERDRA1N SPECIFICATIONS DESCRIBED IN THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL OTHER ACCEPTABLE DETECTION. AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE D. PRIVATE DRAINAGE THROUGH EASEMENTS ARE REQARTS FOR DRAINAGE SYSTEMS DESIGNED GALLING UTILITY LOCATE O 1-800-424-5555 POTHOLING ALL OF THE EXISTING TO CONVEY FLOWS THROUGH SRESINDIVIDUAL LOTS. UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY E THE APPLICANTOCONTRACTOR IS REES WITH E FOR CO�DINATHE THE LOCATIONS WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID U7LMES AS SHOWN POWER, GAS, OF ALL STUB -OUT CONVEYANCE ONES WITH RESPECT TO OTHER UTILITIES (E.G. ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND F. ALL INDIVIDUAL STUB OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR INSIGHT ENGINEERING CO. THE LOT HOME OWNER. SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL G. SOTRM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION. P.O. BOX - 1478 EXCEPT FOR SUMP PUPM DISCHARGE LINES USED TO DRNN CRAWL SPACES, EVERETT, WA 98206 PROVIDED THE SUMP PUMP SYSTEM INCLUDES 8ACKFLOW PREVENTION OR A CHECK VALVE. (425) 303-9363 (425) 303-9362 FAX 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OR THE - -- - - - - - INFO@ INSIGHTENGINEERING.NET DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY 2 CITY COMMENTS JRC 10-28-2014 SITE ADDRESS: XXXX S 192ND ST. OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE RENTON, WA 98055 CAPACITY. 1 CITY COMMENTS SJM 03052014 24. PROHF OF LA - - LABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO TAX ACCOUNT NO.'S. 793100015106 CONSTRUCTION PERMIT ISSUANCE25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON REV. N0. DESCRIPTION INITIALS L14TE DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/R LABILITY 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 PRLMDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, R. �, PIOR770NOFTHENE114OFSECHON6.TWP.22N.RGE..5E..W.M. SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED of WAS `9C TALBOT & SSTH A VE PLAT 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 DWG FILENAME DESIGNED BY: DATE: I SCALE: JOB NO.: SHALL REWIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEM OMSON. ALL SECTIONS OF THE WSDOT 110539-FIAW-DWG 1JRC 11-05-20IJ 1"_-30' 11-0539 STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 40 "i 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH�'FC 36499 SHEET SPECIAL REQUIREMENT /6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER ``Ss7AtE�a�' SWI PROTECTION REGUTA77ONS (RMC 4-3-050). SEWER AND WATER PLAN of 3 Y, I m ;C z L �WS C cn m ;mm J cji m Nz m m E m I CD D n o y a O o0 oC � � >1 y a �cn -0 , z Qq d N i z z v.A `^ a W = ° � WU1 ru Nm y 4 o D f u> D „ n o ,y a 0')onx O -3m9 �� z 1 UP D � N v' -4 Z* COO �C ' Ul Lji N z m m r y o D cn D CCD °° O D 11 C o C cn zt W=3 77605 S=377604 " � �' � ��601