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HomeMy WebLinkAboutzS-3971SetA PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON I I ��� - - S 130TH ST NOTES: n N r" 0 \ 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. C) HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. � � \ � --,EX. CB \ � LL.I -' � / \� \� 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE RMC , CONJUNCTI14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN \\ \\ THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION DEPARTMENT, TUIRFACETH LWATER TUTILITY NSECTION. ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS SCALE: 140' " = \ 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 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE \ 40 20 0 40 80 THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE CONTOUR INTERVAL = 2' FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY V) OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS"C", WITH THE EXCEPTION OF PVC W /\ \ \`�\ \ ELECTRICAL. ETC.) THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE PIPE. r \ 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 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND 0 /'' \r- \ WATER UTILITY SECTION. OUTSIDE. I \�\ � 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. I / TRACT \ \ / \ ® PROGRESS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION DETENTION FACILITY SHALL HAVE F \\ \ SOLID LOCKING LIDS. 0 � I EX. CB 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY �� \\ THROUGH FRIDAY. WORK MAY BE PERMITTED ON SATURDAYS AND SUNDAYS ONLY IF APPROVED IN WRITING 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS EX. CB \ IN ADVANCE BY THE ADMINISTRATOR. AND BUILDING SETBACKS LINES. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT hl \ \ \ LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE 2 1 3 4 5 6 I \ ; \\ \ 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND J S.S.M.H. #6 STORM FILTER #7 I� NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: ry - -- \ 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 4 -8 INCH ROCK / 40 -70% PASSING; Q / Ii F=- ° _ 2 -4 INCH ROCK / 30 -40% PASSING; - ------ --"-- - w � w - - \\ \ 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE AND LESS THAN 2 INCH ROCK / 10 -20% PASSING. BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. ----- - --- ---- S-- _____ \ \ \ 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE ALLEY E CB #13 \\\ \ \ \ SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN I- - ----- --- S.S.M.H. #5 i� s 7 8 CB #12 9 f�l 10 11 i S.S.M.H. #4 i �111i O S.S.M.H. #3 12 13 14 15 16 117 18 I I' S.S.M.H. #9 STORM FILTER #6 - �- ---- ----- S S ALL E Y C __ ---- -- CB #11 ---i ` I I 23 24 25 26 - 27 28 �, ®� . STORM FILTER I-- L S. \S.M.H. #2 � \ #7 35 CB #6 36 37 38 39 1 40 I 41 C, STORM FILTER #2 - ------ --- w ---- � w ' -ALLEY A-- S.S.M.H. #7 i I ! CB #5 49 - 50 - 51 52 53 54 I i1 CB #24 _= S.S.M.H. EX. CB #100 �- - -- -- ------ - __ _ CB #15 -- _�-- --- - - ---- EX. CB #101 ---------------- CB #25 0-- s �_— s s \ G - - - I EX. CB # 102 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) Cn ACCURATELY DIMENSIONED, CERTIFIED AS —BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT TO THE CITY UPON COMPLETION. DENSITY, STANDARD PROCTOR. 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: \ \ \ \ 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 A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE TR—G \ C\\ PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER \ ® \ RESTORATION STANDARDS. EX. CB 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 \ \ EX. CB CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. CB #9 \ B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" I ; ` LEGEND OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO _ 19 20 21 - 22 j° ;TRACT THE STAKE. STORM FILTER #5 $ H \\ SD PROPOSED STORM DRAIN C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE s PROPOSED SANITARY SEWER SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH ---- -- w \ WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. w PROPOSED WATER MAIN ---------- -- - ---- _ -A S \ \ D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS \ CB #10 ALLEY D- so EXISTING STORM DRAIN THROUGH INDIVIDUAL LOTS. S.S. H. #10 \ s EXISTING SANITARY SEWER E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB OUT \ 29 30 31 32 \ \ w EXISTING WATER MAIN CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G . POWER, GAS, TELEPHONE, TELEVISION). 33 - \ � 34 �� I � � �� IQ F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. - �i F-u. CIS O —TRACT o -- - ----- STORM FILTER #3 F,p 42 - 43 \ - 44 45 - 46 - 47 J C� STORM FILTER 1 # CB #1 ; - ---- 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. -w --- - - W__ 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 --- - ---------- ---- - S.S.M.H. #12 DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER s FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. CB #3 CB #2 ALLEY B 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, 55 - 56 57 58 - I , 59 60 \S.S.M. H. #8 TRACT PROTECTIVE \ \ \ PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND I #4 � \ \ �i SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE UT \ PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL r\ \ /r�� \ \ TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, STORM FILTER #, - ___ _ _ ®; �S.S.!�=H. #11 \ �.s �\ \ \ TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07-23 \ \ Co #26 \ TRAFFIC CONTROL SHALL APPLY. CB #19B 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). --------------- _-_� / \ty \G\P CB #14 CB #16 S 132W -S CB s CB #19 CB #18 —+- SID- \ FUTURE TRAFFIC ISLANDS IN COMPLIANCE WITH CITY OF RENTON STANDARDS _ - (MINOR ARTERIAL) -� �' �'--- � _ TO BE CONSTRUCTED BY EX. CB #104 G CB #19A - C #20 \So �� ���®\Q \ THE CITY OF RENTON DOES NOT \CFUDE ASBU ET \FORMAT O\ 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION ESM 08/30/17 SURVEYED: SCALE: ESM 11/15/17 DESIGNED: 1 "=40 ESM 01/03/18 PDG DRAWN: DCL ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF RENTON DATU M • Planning/Building/Public Works Dept. EARLINGTON TOWNHOMES 01/23/18 COMPOSITE UTILITY PLAN FIELDBOOK: PAGE: DRAWING NO: UT-01 UTILITY PERMIT # SHEET: 13 GF:55 0 0 0 0 H H Q J Of a_ W-397101 S-397101 R-397113 Z 0 rvol J Q Ld I wV Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON - S 130TH ST n DOES N O T N C L U D E A S B U LT N E O R M AT ON 0 FIRST SUBMITTAL ESM 08/30/17 SURVEYED: SCALE: M � VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 1 SECOND SUBMITTAL ESM 11/15/17 DESIGNED: P � 2 THIRD SUBMITTAL ESM 01/03/18 DRAWN: I�L Y�r ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE I AP P R APPROVED: rn 0 1;4- 0 SANITARY SEWER NOTES AND SPECIFICATIONS Ir- 1 . ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND U 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 O 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 PO TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO O SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL O BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE O 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 Q 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 co 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 O THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 0 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY O SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT .. HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON ry CURRENT STANDARDS. n 12. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 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 WILL 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. CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES SANITARY SEWER KEY MAP UTILITY PERMIT # 01/23/18 PAGE DRAWING N0: SS -KEY SHEET: OF: 32 55 S-397102 z O z J Q w L;j a Z Ld J LL. P ' CENTER' OF cup-oe-snc STA 6+26.68, ROAD A 1 �- STA/�1 +81.41. A ELr x _■■ A i •• 9 RT.- I � � maim Li C7 ®I-Opol ROAD TAX 1 \ I \ 5 ALLEY E SEE SHEET SS-04 300 EXISTING TPROPOSED R/W ADDITIONAL R/W 295 I I 290 1 ' -,, 285 275 270 265 _ S.S.M.H. #4, TYPE 2-48"0 STA. 6+31.00, 8.50' RT. 300 285 - • �11 WA Im - N W +00 N A C) N �' 8 o PVC --)S 121.1' CI �, b STA 8+ A - • � ' ` - 31 8 .1 5 A L_EY Fi=& \ ALLEY A � � � SEE SHEET -- I S.S.M.H. " ' , SS-02 ' #3, TYPE 2-48 0 41 S.S.M.H. #1, TYPE 2-48 0 � STA. 7+36.43, 8.33' RT. _ STA. 8+87.24, 8.00RT. I J� ALLEY C _ ' SEE SHEET 28 SS 03 40 CL INT X STA 7+33.15, ROAD A STA. 51 +63.35, ALLEY C & D F r 27 11 I 39 285 260 CL INT'X EX. GROUND ® n STA 8+82 24, ROAD A I = STA. 3 +80.13, ALLEY A & B I ELEV=245 94 _ 280 255 M EX. GROUND ©� CENTER OF CUL-DE-SAC 290 6 _ 275 25 •opg S A 6+26.68I ROAD A 1 ° STA. 71 +87 41, ALLEY E CL INT'X E EV=275.85 - , \ STA 7+33.15, ROAD A ✓ = TA. 51 +63.,'55, ALLEY C & D EX. GROUND © 285 27\ 270 245 0 ELV=266.70 \ PROPOSED \ \ GRADE 280 2 265 240 oog \ 260 26C� 235 295 1 280 I I PR(1P(1CFn WATER -... ..�� M 70 255 `107 LF 8 '0 PVC SS ® S= - � PROPOSED M GRADE © 106.8' 1 .09 PROPOSED STORM M SSMH 4 TYPE 2-48"o 265 250 M SSMH 3 TYPE 2-48"0 R I M =2q-5-.7-8- 275.92 RIM265.92 IE IN=2-I 4� 8"0 NW 267.59 IE IN=252.89 8"0 N 252.54 M IE OUT- 8"0 S 267.67 IE IN=252.89 8" O W 252.46 IE IN=252.89-8"0 E 252.63 IE OUT=''�9 8"0 S 252.31 7 7 ILF, 8"0 PVC SS 6+00 7+00 © S=13.69% 77.0' 13.43% CERTIFICATION FOR AS-BUILTS ONLY. �.,5. A. , SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS ,,.�� °F A y .• DATED JANUARY 30, 2018, JOB #1938-001-01 6. 0 FIRST SUBMITTAL `P 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL 2 715 AS�BUILT FSS�ONAL ENG\ 2-3-2020 NO. REVISION :72 LF, 8" 0 PVC SS @S-14.19%- 230 71.8' 14.0 250 225 ISSMH #2, TYPE 2-48"0 _ RIM=''�40- 255.3 IE IN�242.2& 8"0 N 241.9 IE OUT=''^2� 8'0 S 241.9 ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 Pw DRAWN: DCL CHECKED: \ SSMH P . TYPE 2-48"0 M M PROPOSED ,GRADE 121 1, 8" 0 s -� s RIM 245.02 IE IN=''Z�-3- 8"0 N 231.83 IE IN='�-3- 8"0 W 231.72 IE IN= 8" O E 231.95 IE OUT 8"0 S 231.70 n I Is \ I I I ' N LA SCALE: 1 „=20' HORIZ. 1 =5 VERT. �� VJ CONTOUR INTERVAL = 2' co i (3) 20 10 0 20 40 Q ' NI I O I. r I O � a I CL INT'X + I ' STA 10+00.00, ROAD A • • STA. 2+87.79, S 132ND ST (� 10 00 ' s a J \ EX SSMH #1, STA 10+06.18, 6.55' RT I RIM=238.03 N I IE IN=77�8, 8" 0 N O I CONNECT TO EXISTING SSMH. CONTRACTOR I TO VERIFY SIZE, DEPTH & LOCATION PRIOR II ~' TO CONSTRUCTION & NOTIFY ENGINEER O OF ANY DISCREPANCIES. O II I I O I SAWCUT LINE (TYP.) RIM=238.03 IE IN=225.1 8" 0 N SCALE: VERTICAL: NAVD 1988 10=20' HORIZONTAL: NAD 1983/1991 + CITY OF RENTON • ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY M CL INT'X STA 10+00.00, F = STA. 2+87.79, S 132ND ST ELEV=237.99 IN COMPLIANC 00 O O 260 O 255 250 245 240 235 230 225 E WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES SANITARY SEWER PLAN &PROFILE UTILITY PERMIT # DATE: 01/23/18 FIELDBOOK: PAGE: DRAWING NO: SS-01 SHEET: OF: 33 55 S-397103 Z 0 V z Q LIJ w a z Ld J LL. - 256 .252 250 N rn STA.=30+ 0 0, ALLEY A END ROAD MPROVMENTS All 265 260 255 250 245 240 235 230 A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON ROAD A SEE SHEET SS-01 ROAD A SEE SHEET SS-01 i \ \ 2.00% CL INT'X & B A I STA 31 +80.13, ALLEY A = STA. 8+82.24, ROAD -2.00� PROPOSED GRADE @ � -1.00% SSMH 7 TYPE 2-48'o 16 246.68 RIM-24 6.78 233.54 IE OUT=''zoo-8"� E �� 8 0 PVC © S=�� 1 .09% EX. GROUND i L 1.50% PROPOSED WATER 181.1 SSMH 8 TYPE �� RIM='�� 1, Z8 � PVC S IE OUT- @ S=,�2 -�^�,, 1.23% 234.18 PROPOSED STORM Noun SSMH # 1 SEE SHEET SS-01 2-48"0 I SS 47.03 go W Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,IMT,ND,OR,WA) 30+00 2-3-2020 31 +00 32+00 33+00 CERTIFICATION FOR AS-BUILTS ONLY. SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS DATED JANUARY 30, 2018, JOB #1938-001-01 6. AS�BUILT 0 FIRST SUBMITTAL ESM 08/30/17 SURVEYED: SCALE: 1 "=20' 1 SECOND SUBMITTAL ESM 11/15/17 DESIGNED 2 THIRD SUBMITTAL ESM 01/03/18 DRAWN: DIL ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: N 0. REVISION BY DATE AP P R APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 265 260 255 250 245 240 235 230 34+00 CITY OF IS RENTON Planning/Building/Public Works Dept. R-1 SCALE: 1 "�_20' HORIZ. 1 -5 VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 LOT SERVICE CROSSING TABLE LOT # WATER IE SEWER CROWN DIFFERENCE 35 243.00 237.90 5.10 36 242.77 237.78 4.99 37 242.67 237.73 4.94 38 242.42 237.36 5.06 39 242.25 237.27 4.98 40 242.11 237.20 4.91 41 241.93 236.86 5.07 42 241.85 237.20 4.65 43 242.24 237.38 4.86 44 242.31 237.41 4.90 45 242.76 237.90 4.86 46 243.03 238.02 5.01 47 243.20 238.10 5.10 48 243.50 238.58 4.92 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES SANITARY SEWER PLAN & PROFILE UTILITY PERMIT # DATE: 01/23/18 FIELDBOOK: PAGE: DRAWING NO: SS-02 SHEET: OF: 34 55 U r•� 0 0 O S-397104 L]j m a Z Ld J LL. 285 275 270 265 260 255 250 A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON ROAD A SEE SHEET SS-01 � ' I r�l � � 1 ` 1 •;� III � • 11111 ur�Ord ULl��MENEM min m"` I mi F]421 MIN ISM 0 1 50+00 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,IMT,ND,OR,WA) 1213 71 k�M' 2L 2-3-ZO20 51 +00 CERTIFICATION FOR AS-BUILTS ONLY. SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS DATED JANUARY 30, 2018, JOB #1938-001-016. AS -BUILT 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION 52+00 1� ALLEY B �00 '64 S 30 31 32 � 258 - -43- -44- 45' ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 DRAWN: Pw DM CHECKED: 53+00 33 - 34 SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY J, END ROAD IMPROVEMENTS ,2 S.S.M.H. #10, TYPE 2-48" 0 STA. 53+35.79, 5.00' RT. 264 \ \ 262 260 - 270 - - 268 _ 26f 2 285 275 270 265 260 255 250 53+60 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 + CITY OF RENTON DATUM Planning/Building/Public Works Dept. r� SCALE: 1 "�_20' HORIZ. 1 -5 VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 LOT SERVICE CROSSING TABLE LOT # WATER IE SEWER CROWN DIFFERENCE 12 263.62 258.66 4.96 13 263.38 258.54 4.84 14 263.34 258.52 4.82 15 263.04 258.12 4.92 16 262.86 258.03 4.83 17 262.75 257.98 4.77 18 262.59 257.62 4.97 19 262.82 258.37 4.45 20 263.48 259.16 4.32 21 263.87 259.32 4.55 22 264.32 259.76 4.56 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES SANITARY SEWER PLAN & PROFILE UTILITY PERMIT # DATE: 01/23/18 FIELDBOOK: PAGE: DRAWING NO: SS-03 SHEET: OF: 1 35 55 U r•� S-397105 Z O z ry Q w Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,IMT,ND,OR,WA) I I I STA.=70+00.00, ALLEY E END OF ROAD IMPROVEMENTS / : I' r , r S.S.M.H. #6, TYPE 2-48" 0 ; STA 70+05 00 5 00RT 300 295 290 285 280 275 270 265 A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON u � in m I VII �� �I1illl IIIIII yam% _ Milli 7 8 9 0 I , 12 S.S.M.H. #5, TYPE 2-486 STA. 71+18.57, 5.00' RT. 10 11 S.S.M.H. #4 \ SEE SHEET SS-01 CENTER OF CUL-DE-SAC STA 71 +87.41, ALLEY E - s -= STA. 6+26.68, ROAD A 13 14 15 16 17 19 71 +00 72+00 CERTIFICATION FOR AS-BUILTS ONLY. S A SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS .��, ° y '• DATED JANUARY 30, 2018, JOB #1938-001-016. 0 FIRST SUBMITTAL `P 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL 2 715 AS�BUILT SS�ONAL ENG\ 2-3-ZO20 NO. REVISION ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: PDG ESM 01/03/18 DRAWN: DM CHECKED: 20 21 22 SCALE: 1 a=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 300 295 290 285 280 275 270 265 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM m + CITY OF RENTON e Planning/Building/Public Works Dept. r� SCALE: 1 "�_20' HORIZ. 1 —5 VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 LOT SERVICE CROSSING TABLE LOT # WATER IE SEWER CROWN DIFFERENCE 1 281.04 276.64 4.40 2 279.87 276.11 3.76 3 279.38 276.06 3.32 4 278.47 274.91 3.56 5 276.45 273.60 2.85 6 275.91 273.61 2.30 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EAR LI N GTON TOWN H OM ES SANITARY SEWER PLAN & PROFILE UTILITY PERMIT # DATE: 01/23/111 FIELDBOOK: PAGE: DRAWING NO: SS-04 SHEET: OF: 36 55 U r•� S-397106 Z O V z I ry Q w a Z Lv J LL. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON 26 \ S.S.M.H. #12, TYPE 2-48" 0 STA. 12+99.44, 5.93' RT. 260 255 250 245 240 235 230 225 CERTIFICATION FOR AS—BUILTS ONLY. S A SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS .�� °F A y '• DATED JANUARY 30, 2018, JOB #1938-001-016. 0 FIRST SUBMITTAL �P 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL 2 715 �SS/ONAL AS�BUILTENS'\ 2-3-ZO20 NO. REVISION RESTORE PAVING PER CITY OF RENTON i STANDARDS. REPAIR STRIPING & i PAVEMENT MARKINGS AS REQUIRED N �\ /SAWCUT LINE-1254 \ \\ (ll(TYP.) \ �A 1 +00 2+00 ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: DIX CHECKED: SCALE: 1 a=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM + CITY OF RENTON e Planning/Building/Public Works Dept. R-1 SCALE: 1 „_20' HORIZ. 1 —5 VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EAR LI N GTON TOWN H OM ES SANITARY SEWER PLAN & PROFILE UTILITY PERMIT # DATE: 01/23/18 FIELDBOOK: PAGE: DRAWING NO: SS-05 SHEET: OF: 37 55 • • U r•� Lee S-397107 7' 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. 'A' 11 'B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.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. NOTES: 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. vti�Y pi STD. PLAN - 400.1 PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMBER 2011 W (SEE NOTE 7) LIMITS OF PIPE ZONE _TD,1 BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL 6" BEDDING FOR SANITARY SEWER PIPE NOTES; 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SF-C-I[ION 2-09.4 OF THE STANDARD SPECIFICATIONS. Cj STD. PLAN - 405 • PUBLIC WORKS PIPE BEDDING AP OVER: DEPARTMENT FOR SANITARY SEWERS V o Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) a BOLTHOLES - 3 PLCS EQUALLY SPACED 120° APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) RENTON SEWER MROE IN USA COVER & FRAME PLAN VIEW 25' DIA, E635mm] 1" 3/4' �25mm] E19mm] 1 8 3/4' 2 1/2" E222mm] E64mm] TYP COVER SECTION VIEW 26 112' DIA _ E673mm] 25 1/4' DIA E641mm7, 1 1/16' 1/4' (6mm) DIA NEOPRENE GASKET E27mm] } 6' E152mm] - I � 5/8' -3 3/8" DIA CL OPEN E16mm] COVER BOTTOM VIEW (3) BLT SOC, (ALLEN HEAD) 5/8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4'11- 1 16mm] ~ [27mm] 1 13mm] ER3mm] GASKET GROOVE DETAIL Lbb/MMJ 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"). `�Y o STD. PLAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2008 ALL 90' TURNS SHALL BE ACCOMPLISHED BY MEANS OF A WYE WITH CLEANOUT AND 45' BEND. TWO 45' BENDS SHALL NOT BE 4" BEND AS REQUIRED (NO MORE ACCEPTABLE (SEE NOTE 11) THAN 45° BEND). EVERY 2ND 4" CLEANOUT WYE WITH - - CHANGE IN DIRECTION OR GRADE 45` BEND AND PLUG. WILL REQUIRE A SURFACE (SEE NOTE 11)j CLEANOUT WYE. (SEE NOTE 11) I w z J w z J w z J HOUSE Y H a HOUSE Y H a Tj_OSl > H a HOUSE 0 a 0 a 0 a y 3 -0" MIN. 4" SEWER PIPE SURFACE CLEANOUT 4" SURFACE n / CLEAN OUT (TYPICAL) 4" SEWER PIPE, SEE NOTES 2 6"x 6"x6" WYE (SEE STD PLAN - 407) L WYE 4" TEST TEE WITH r AND 3. MINIMUM LINE SIZE FOR I 4" WYE WITH PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" (TYPICAL) I PROPERTY LINE CLEAN OUT PROPERTY LINE - - 3' MIN. - - 6"x 4" REDUCER c� z z z (TYPICAL) MAIN SEWER LINE ?`; x, - NOTES: z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING 1. Prior to installation of a sanitary sewer connection, a side -sewer .z < FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION permit must be purchased from the City of Renton Public Works 'a I� o OF THE NEXT UPSTREAM MANHOLE COVER OF THE Department. � PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION 'io z DEVICE SUCH AS CLEAN CHECK EXTENDABLE BACKWATER VALVE OR APPROVED EQUAL SHALL BE 2 Types pipe and fittings that can be used for sanitary sewers iD INSTALLED. shall bee approved by the Department of Public Works. Rubber or m neoprene gaskets as specified by the manufacturer, shall be 0 o' 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) used on joints. z 3. A minimum grade of 2% (1/4" per 'foot)"must be maintained m SURFACE CLEANOUT 4"x 4"x4" WYE with 4" pipe. In the event a 2% grade cannot be maintained, the owner must sign a City of Renton grade release form and then 4" PIPING can install 6" pipe at a grado xifl PLAN BUILDING DRAIN FOR 4. For Inspection of side sewer, call 24 hours in advance. The LOW ELEVATION HOUSE 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 '3e'v_ier and stub shall be tested per City specifications. Make the connection at the 5'-0" house. Do not backfill the ditch until approval is given by the MAIN TO PROPERTY LINE 5'-0" 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"MIN. O 3' 0" I 5. Install side sewer with 2 minimum cover. 18" cover is allowed at the house if outlet is shallow. ( \\\ \ ( 6 If side sewer stub is not available. The owner shall be ut rn m ou ( 1 111 1 1 p N �lA responsible for its installation per standard drawing 406.1. All `lo m m mZ0 m a> rn A A O C c N z D ' x A x work within street right-of-way shall be done by a licensed and m mom m o o z m m '� z �' c Z O U l Z C D m o p A -,� X D o f +1 - Om bonded contractor. o0o min -om .m x- Z IO'tm Ox O m m o ro c m m D? o z o o m m rn c m = A m 7. All work shall be accomplished in accordance with the Washington o o N il m _c, m o c z n j m D m mrm ? O-1 Dm m () z � m Industrial Safety and Health Act. (WISHA) m D vmi�X m z co { Io m zo y o m , N = oc m 8. All trench restoration for side sewers in the public right-of-way m D > m o' _ z y o m z c, o m „ z shall conform to the most current trench restoration rn z m m o °' z requirements as in the Renton Standard Drawings. ,m minrnD o min =z o o rn o v, o 9. All building sewer and side sewers shall have bedding, in- rn �^ o y accordance with standard drawing 405. = Dm m m ur - z m o m 10. There shall be a minimum 10 foot horizontal sepa(q�ionnl 'between A o N m m sanitary side sewers and water services and a minimum 5 foot c A horizontal separation between sanitary side sewers and all other z o 00 utilities. 11. The cleanout at the Right -of- Way shall be installed per CALL FOR LOCATIONS BEFORE YOU DIG` Standard Plan 407. The cleanout of the building shall be 48HR LOCATORS 1-800-424-5555 installed to surface grade. All other cleanouts shall be installed to within 12" of the surface. O TYPICAL BUILDING SEWER STD. PLAN - 406.2 PUBLIC WORKS .• * FROM PROPERTY LINE TO "`•` DEPARTMENT BUILDING CONNECTION AUGUST 2013 RECESSED - f III 'C�SEWER LIFT POCKET 3/4" LETTERING "SEWER" (,U a (2) BOLT SOC. (ALLEN HEAD)5/8" - 11 X 1.5 STAINLESS E STEEL �C�I REF. PART #00981177 - 1-3/16" 8" CL/ 10-1/2" - ASPHA 5/F 1/4" 1 I 1 UL �1-1/8" 2-1/4" CAST IRON RING AND COVER 45- (1 /8) BEND Not to Scale FRAME III a I L IR (ABLE a PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. B" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. E I� �� APPROVED: STD. PLAN - 403.1 `R •�" PUBLIC WORKS 8 OR 6 CLEANOUT DEPARTMENT FOR SANITARY SEWER MAIN veawm u D R/W SURFACE CLEANOUT WITH CAST IRON RING AND COVER I (EAST JORDAN IRON WORKS PRODUCT N0. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), (SEE STD. PLAN 403.1 FOR INSTALLATION) E°6 ________ --------- - - - - - - - - - - - - - - J T--------------T- I JM EAGLE L - - - J THREADED BEND AS 1 CLEAN -OUT EXISTING 6" SEWER STUB REQUIRED ADAPTER HUB (REMOVE TO R/W) A PLUG OR APPROVED EQUAL EXISTING SANITARY SEWER MAIN (REMOVE) ------------------- \---- I- - - - - - - - - - - /- - - - - - 6"X6"X6" WYE h SEWER MAIN SIZE X 6" TEE PROPOSED SEWER MAIN • PUBLIC WORKS 7 DEPARTMENT BEND AS REQUIRED-' (NOT TO EXCEED 45') 6" SEWER STUB TYPICAL SIDE SEWER CONNECTION FOR SEWER MAIN REPLACEMENT 6"x 4" REDUCER EXISTING 4" SIDE SEWER 1� i IT L H STD. PLAN - 407 D: 17 DOES N O T N C � U D E A S- B U LT N E O R M AT O N 0 FIRST SUBMITTAL ESM 08/30/171 SURVEYED: SCALE: NTS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 1 SECOND SUBMITTAL ESM 11/15/17 DESIGNED P� 2 THIRD SUBMITTAL ESM 01/03/18 DRAWN: CL ONE INCH CHECKED:: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION BY DATE AP P R APPROVED: 'f CITY OF RENTON • Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES SANITARY SEWER DETAILS & NOTES UTILITY PERMIT # 01/03/18 FIELDBOOK: PAGE: DRAWING NO: SS-06 SHEET: OF: 38 55 0 0 0 U D J L'�•J 0 0 'A0 1 S-397108