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HomeMy WebLinkAboutzS-3961SetT T� V ) co 0 w O N O O O c SSM 0 0 0 N r\ O 1463400024 CP H CONSULTANTS Site Planning • Civil Engineering , Land Use Consulting • Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's below. Cc)www.cpnngijI ltants.com Call before you diq. sht 9111R CCnncultantcPH . 1 1 C_ All Riahtc Recerveri 32� WA 10 S IF, SEC. 14. TWP 23 N. R5E W.M. CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/17 JBS SURVEYED: '`-_E 1983 MITCH EVANS HORIZON AL NAD D1983/1991 CONSTRUCTION RECORD DRAWINGS ACS 1 27 18 JBS DESIGNED: 1'=50' JAMIE SCHROEDER DRAWN: PETER EVANS ONE INCH DATUM CHECKED: AT FULL SCALE MJH IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY xxx % C TY OF RENTON Planning/Building/Public Works Dept. I TER OF PAD BP 1423059046 ' 5TH PLACE 9425200010 - "ZONAL n. - i CONSTRUCTION RECORD DRAWING THE AS —BUILT INFORMATION SHOWN 1463400068 ON THIS PLAN IS PER A FIELD SURVEY / PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR S-396101 RECORD ITH�RMATION CONTRACTORPROVIDED BY IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEADOWVUE ROADWAY GRADING, DRAINAGEAND SANITARYSEWER IMPROVEMENTS COMPOSITE UTILITY PLAN OR w DATE: D 7/25/18 > FIELDBOOK: �j PAGE: S DRAWING NO: O C4.00 0 SHEET: 28 OF:43 w SEE C4.04 SEC. 14, TWP 23 N, R5 W.M. T � � a CONSTRUCTION NOTES (.0 I O \ 1 ° 11,810 SF 2 \ 3 4 O 6" SIDE SEWER CONNECTION W/CLEANOUT PER COR STD. C`) I 9,916 SF 9,912 SF 9,909 SF 1 PLAN 406.1 AND 403.1, MIN. 2% SLOPE °� BPE=389.5 � BPE=391.3 � BPE=395.1 \ BPE=397.9 �92 I \ 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER (n �O 0 i PER COR STD. PLAN 400.1 AND 401 O U-1 �\ I O 54" SANITARY SEWER MANHOLE SHALLOW W/ FRAME AND N COVER PER COR STD. PLAN 400.2 AND 401 O I 386.22. �� 4� SAWCUT EXIST. PVMT. En 384.28 I E= 38Er3 3F 6" PVC `� 10' PUE 389 18 \ 1E-33g9�1-.�82 O REMOVE AND DECOMMISSION EXIST. SEPTIC TANK PER (� IE=396-�- 33 DOH STANDARDS. SEE NOTE 7. RD RD RD RD RD RD RD S-n�n1Pr I I 6„ PVC of RD k -%•`R6 3D = RD - S I I ° n n�77 I TIjP� 1 RD RD pn �� RD D I $i8z�- n I S=�T 33LF 6 PVC _ I - - o I I � a 4 a 1 I - \ d e° d. a r e a a e < --- I-- w W I I v � L _ W W \ Q'`�' I I - - 12+ 0 "} W W 1 -256- - T P 13+00 C� LU S SS SS z tF�S PVC S I - �- I - I I - 14q 10 S=9:$1-66- Q0 ASS SS --�- SSA SS SSA SS H .094 3QSSMH2O STA ' RT I \ 0 1, a s ° a 32� GENERAL NOTES: 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5 FEET BELOW THE BEARING PAD ELEVATION (BPE). 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER COR STD. PLAN 405. 4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION BY THE CITY INSPECTOR. 5. PER CITY OF RENTON TRENCH RESTORATION DETAILS, IF CO TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE, THE O ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE T \ 82+54.86, 9.72 I. m F P� ° \ s� a ° m W REPAVED. O a s �° ° a z O I ° ° I P \s s ° 6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN O \ UTILITY PIPES AT CROSSING, AN ETHAFORM PAD SHALL BE = PROVIDED. T V II -X-x-X I X-X-X--- I I - _ - 7. LOCATION OF SEPTIC TANK IS FOR REFERENCE ONLY. Q -X O-x-X x-X x-X-X-X33 � `'' �2 - - W 5 6 7 8 y EXACT LOCATION IS NOT KNOWN. REMOVAL SHALL BE PART 22 I °F 6" PVC I IF 6" PVC Q I \ S=�1- 0.1589 S-O-3�fr4 0.2800 y W OF DEMOLITION PERMIT FOR EXIST. SINGLE FAMILY HOME. J I W � I \ 388.0 IE=395.3 a Q li °Il 1 \ 386 IE 389.5 SSMH25 392.5 , - 8. SIDE SEWER CLEANOUTS SHALL BE LOCATED IN 2 x2' 38 \ STA z'3--5 RT 2 13 12 11 10 g CONCRETE PAD ADJACENT TO BACK OF WALK 38 13+ 17.15, 4.89 TRACT \14 13 WATER NOTES: 9,645SF 9,642 642 SF BPE=3 .5 BPESF 1. WATER IMPROVEMENTS SHOWN ARE FOR REFERENCE ONLY. / /-�� SHALL DESIGN COORDINATE FINAL TO BI NS INSTALLATION WITHT KING COUNTYCONTRACTOR 3� KEYMAP COMPLETED BY SEE C4.04 WATER DISTRICT NO. 90. CIO O O T 405 405 LOW PT STA: 11+20.87 nl LOW PT EL: 388.43 0 PVI STA: 11 +40.02 400 PVI EL: 387.73 FINISHED GRADE 400 AD: 6.48 _ AT ROADWAY K: 15.43 EXIST. GRADE - - - - -LLJ ¢ = 100. 00, VC AT ROADWAY _LIJ 0 395 od oo� - �} cv�- pNII pp m m W W 390 II �, _ - -_ - - Q 390 S CAI ZOOq _ ---- gTER MAIN O,O- 4 �� o� wAsj --17T1t7TPCROS -- 8" DI W O.- _F 8» PVC z�� 10+82.85 J 12" SD IE=384.54 384.29- 385 " SS TOP=33a-383.0 __:�56 10 385 PVC 04F �37610O rSTS - SSMH25 STA 0+30.72 Q ssjO1NAL _ S= RIM=395.7-3 395. 1 _ �T ,ZAA - - - - 0.0094 IE(W)=39-3 4.61 IE-38 1� t SSMH2O UTILITY CROSSING\ T - - - - - - - - - - O IE(E)=38479-38 .71 380 RIM=388.96 389.94 10+82.85 STA 2+09.53 STA 2+14.03 380 CONSTRUCTION RECORD DRAWING IE(E)= 7�'4-382.21 12" SD IE=39-384.81 (E--384:34' IE-_ 0 5 10 THE AS -BUILT INFORMATION SHOWN 38354 384.2STA 0+25.24 ON THIS PLAN IS PER A FIELD SURVEY IE(N)=382:-8-.�382.03 8" WA TOP=383-89-383.89 STA 0+76.56 STA 1+37.54 IE=383:-9-2' VERT. IN FEET PERFORMED AND DATA PROVIDED BY UTILITY CROSSING UTILITY CROSSING UTILITY CROSSING 385.76 STA 10+73.88 STA 11 +20.80384.9311 +20.80 IE=38 IE=,j . 6 0 20 40 AXIS SURVEY & MAPPING AND/OR 375 8" WA IE=3�2384.02 12" SD IE=384.99 12 SD IE=38+68 384.65 EXn- tRADE AT ROADWAY � RECORD INFORMATION PROVIDED BY 8 SS TOP=982.42-8" WA TOP=38230 8" SS TOP=563.49 383.43 F FINISHED GRADE AT ROADWAY 375 S-396102 HORIZ. IN FEET THE CONTRACTOR IN COMPLIANCE WITH CITY OF RENTON STANDARDS N t') U') 0 N N N M a� N �o cfl p ) d CIO n ON 06 Op Op DO Go 00 00 0-, ap O � O N N N I % �t L �: �D Ui Cp Op O� Op 0 ;00W) n op Op Op Op Cn p) Cn Cn 00 rn 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 Q J o- W CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/17 JBS SURVEYED: MITCH EVANS TIC E VERTICAL: NAVD 1988 MEADOWVUE DATE.7/25/18 DESIGNED: 1 CONSULTANTS CONSTRUCTION RECORD DRAWINGS ACS 1 27 18 JBS HORIZONTAL: NAD 1983/1991 \ T\ OF "=20' � ROADWAY GRADINGFIELDBOOK: , DRAINAGE AND SANITARY SEWER IMPROVEMENTS �j Site Planning • Civil Engineering , Q ® JAMIE SCHROEDER RENTON S DRAWN: PAGE: Land Use Consulting • Project Management PETER EVANS ONE INCH • DRAWING NO: O 11431 WILLOWS RD. NE, SUITE 120 DATU M REDMOND, WA 98052 CHECKEDJH AT FULL SCALE Planning/Building/Public Works Dept. SANITARY SEWER PLAN AND PROFILE C4.01 ID Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what s be l ow. C NOT ONE INCH Q www.cphconsultants.com ,I N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET OF: Co ri ht ©2018 CPH Consultants LLC. All Rights Reserved. Ca I I before OU '�I XXX 29 43 LLI UTILITY CROSSING DATA EWA IE=354.192- 384.02 SS TOP= 382: 9-z 382.98 ESD IE=384.99 384.81 WA TOP= 484.89 383.89 ESD IE=�� 384.29 SS TOP= 383.61- 383.07 ❑SD 4 IE=384.95 384.93 WA TOP=382.50 382.50 ESD IE=3�E8 384.65 SS TOP=383.49 383.43 SEC. 14, TWP 23 N, R5E W M CONSTRUCTION NOTES c� SEE C4.03 I a i 6" SIDE SEWER CONNECTION W/CLEANOUT PER COR STD. CY)I \ i PLAN 406.1 AND 403.1, MIN. 2% SLOPE 9,905 SF \ 9,96 SF \\ g \ \I I \ I 2 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER (C) BPE=401.7 9,898 SF »,s45 SF O PER COR STD. PLAN 400.1 AND 401 � � BPE=4 4.7 � ° W � � � BPE=406.9 � _ � O \ BPE=408.6 -MIT, I I 3 54" SANITARY SEWER MANHOLE SHALLOW W/ FRAME AND N O COVER PER COR STD. PLAN 400.2 AND 401 0 - 395.6 I i C) zS - - / 4O SAWCUT EXIST. PVMT. 3 6" PVC 10' PUE 403.27 I I i / T 39 .82 i IE= REMOVE AND DECOMMISSION EXIST. SEPTIC TANK PER O_ S=n� I I IE=399.1F i I 400.21 4LF 6" PVC / I O V d 4 TYP. DOH STANDARDS. SEE NOTE 7. f�LY = RD R6 I RD RD 3 J --RD f = \}�D RD \ RD RD IE=9• I S=�'+-FSPI IX J 33FF 6" PVC \ �3RD - RD- RD =i- - 9r1�35R VF 6" PVC W ° ° v s= S=^� 5 W °a a 0 SS a s 0 �W 6 I I I 0 +00 W W g Q I-4eetf $" I �/C - 15+00 N----©�UTHE ST 5 H PLACE``,- \ 16+0� W L W LU Q SS d S SS SS SS --- SSA - _ - I 17 00 �I (n 7 S= SS SS SS SS I- 0.041 SS ss SS s SE 5TH PL LLB ° -O _ - - - 1 'moo GENERAL NOTES: 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5 FEET BELOW THE BEARING PAD ELEVATION (BPE). 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER COR STD. PLAN 405. 4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION BY THE CITY INSPECTOR. - 5. PER CITY OF RENTON TRENCH RESTORATION DETAILS IF O Z 1 m 0 I ° ° a ° a ° - - - aS TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE, THE O ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE r 9 - I REPAVED. 0 IU► 2z'L-F 6 PVC I ° i Bp BP 6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN Q T UTILITY PIPES AT CROSSING, AN ETHAFORM PAD SHALL BE ' 395.62 - - �1- - 2g- - PROVIDED. ~ IE=396..5 I I F 6" PVC , - - - � _ _ s o I r S=6.3471-0.295710 PUE F 6" PVC I � 6" PVI _ IE='d� 3 4 5 6 7 \ ❑a LW 1 287 77. LOCATION OF SEPTIC TANK IS FOR REFERENCE ONLY. IE-399-& S= 0.2727 S=19i63i - - -- -- - _ W y EXACT LOCATION IS NOT KNOWN. REMOVAL SHALL BE PART Q 398. .67 �E=�-2 0.1808 �� ° W OF DEMOLITION PERMIT FOR EXIST. SINGLE FAMILY HOME. J 401.12 Q Q \ 2SSMSTA H30 RT ° I I o - 8. SIDE SEWER CLEANOUTS SHALL BE LOCATED IN 2 x2' 42 17+16.92, 1.62' STORM CONCRETE PAD ADJACENT TO BACK OF WALK 1 14 13 TRACT 10 9 � 9,639SF11 �o � � ; I 91636 SF 10� � , 9 I BPE= 401. � BPE= 404.8 9,632 SF ' - - f 0 754 SF ~ 398 BPE=407.2 - I LO i o WATER NOTES: _ BPE=407.� - - I o �0�, 1. WATER IMPROVEMENTS SHOWN ARE FOR REFERENCE ONLY. FINAL DESIGN TO BE COMPLETED BY STANTEC. CONTRACTOR SEE C4.03 KEYMAP SHALL COORDINATE INSTALLATION gOWITH KING COUNTY WATER 420 420 r PVI STA: 15+58.08 O PVI EL: 406.47 J O AD: -2.48 Q K. 80.69 415 200.00' VC w 415 ct - cn 0 0 �o((o 0)0600 EXIST. GRADE Ld o 0i o coo 00 AT ROADWAY �I ^V �d o� 410 0i LIj 6iW z4W_ 410 FINISHED GRADE W AT ROADWAY W - - - 405 I 405 UTILITY CROSSING 14+20.84 �- 12" SD IE=0-396.52 8" SS TOP= 9.86 389 -_--- 8» Di WATER MAIN 400 Q _---- - --- - 400 __ --- O- ----J- ��, �Q WASj W-___--____-- l - 400 g" PVC UTILITY CROSSING�� ►� _ O - _ - _ _ _ - 16+60.51 SSMH30 395 Q V 395 = _ O O O _ - _� gq�-5- STA 3+29.96 „ S __ 12 SD IE=4406.01 RIM=�B9-�8-409.61 . - IE= 3' 8" WA TOP=463.36-403.30 IE(W)=49�8-401.12 rP I S T 0,p410 O UTILITY CROSSING 398.42 IE(N)=491.48 401.22 �ss10NAL STA 14+20.81 A 12" SD IE=396. 76 396.63 STA 3+37.35 390 8» WA TOP=S 6fr IE=fr' CONSTRUCTION RECORD DRAWING STA 2+35.79 STA 2+43.35 398.730 5 10390 STA 1 +70.75 IE= 7� IE= 7� THE AS -BUILT INFORMATION SHOWN IE=391.94'391.79 394.50 394.82 UTILITY CROSSING VERT. IN FEET ON THIS PLAN IS PER A FIELD SURVEY STA 0+96.34 PERFORMED AND DATA PROVIDED BY IE=3$$$6r' 388.71 STA 1 +67.86 16+49.54 0 20 40 AXIS SURVEY & MAPPING OR - AND STA 0+94.34 IE/ - EXIST. GRADE AT ROADWAY 12 SD IE5404.93 � -�39900 . RECORD INFORMATION PROVIDED BY 385 IE= 39 9' 8" SS TOP=3994 FINISHED GRADE AT ROADWAY 385 S-396103 HORIZ. IN FEET THE CONTRACTOR if f IN COMPLIANCE WITH CITY OF RENTON STANDARDS o� Mn N 00 W O �O N O N N O N,tj �} N O T of T o o ; ^ CN N N "� Mi d �o Ui Wi co 1� 00 ; K °� o� ; ap o� o� a� o� �rn o0 00 0,0 00 00 00 0o Oo 00 00 00 00 00 00 00 0o O �t d �t d ct- 1- `t- �. d- 14- d d d- d d d �t d NI- 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 1-- ROAD A J 0_ Lu CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/17 JBS SURVEYED: MITCH EVANS E VERTICAL: NAVD 1988 MEADOWVUE DATE.7/25/18 DESIGNED: CONSULTANTS CONSTRUCTION RECORD DRAWINGS ACS 1 27 18 JBS 1 "=20HORIZONTAL: NAD 1983/1991 C TY O C ' � ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS �j Site Planning • Civil Engineering , Q ® JAMBE SCHROEDER RENTON FIELDBOOK: S DRAWN: PAGE: Land Use Consulting • Project Management PETER EVANS ONE INCH DRAWING NO: O 11431 WILLOWS RD. NE, SUITE 120 DATU M REDMOND, WA 98052 CHECKEDJH AT FULL SCALE Planning/Building/Public Works Dept. SANITARY SEWER PLAN AND PROFILE C4.02 ID Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's below. SCC NOT ONE INCHALEACCORDINGLY Q www.cphconsultants.com N0. REVISION BY DATE APPR APPROVED: SHEET OF: Co ri ht © 2018 CPH Consultants LLC. All Rights Reserved. Ca I I before you dig. XXX 30 43 LLI 75 UTILITY CROSSING DATA ❑SD 6 IE= 6 396.63 WA TOP=39;5.E6r395.66 ❑SD 7 IE=396-;z0-396.52 SS TOP=489.86 389.62 ESD IE= 3 406. 01 WA TOP=465.56 403.30 ESD IE= `r404.93 SS TOP= 399. 46 399.00 SEC. 14, TWP 23 N, R5E W.M. CONSTRUCTION NOTES `T^ (.Y M 6" SIDE SEWER CONNECTION W/CLEANOUT PER COR STD. O PLAN 406.1 AND 403.1, MIN. 2% SLOPE p CB, T-1 (7039) o W/ GRA TE Q 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER RIM 407.52 PER COR STD. PLAN 400.1 AND 401 ,:1- W CB, T-1 (7033) W/ GRATE 12" CONC IE 404.95 (E) 54" SANITARY SEWER MANHOLE SHALLOW W/ FRAME AND O N 12" CONC IE 404.95 (N) COVER PER COR STD. PLAN 400.2 AND 401 p RIM 409.14 12" CONC IE 404.88 (S) ~ 12" CONC IE 407.12 (E) I 4 SAWCUT EXIST. PVMT. O » 12 ADS IE 407.02 (N) T ' 12" CONC IE 406.74 S O C CB, T-1 (7040) 5 REMOVE AND DECOMMISSION EXIST. SEPTIC TANK PER O (� ~ / GRATE CUL V 12 DI DOH STANDARDS. SEE NOTE 7. Q CB T-1 7024 ( ) CULV 12 CONC RIM 406.89 IE = 399.37 n W/ GRATE IE = 407.42 12" ADS IE 404.49 (S) CULV 12"CONC Lu RIM 414.54 TB 'B' --12-L�NC-LE4_02.50 N IE = 400.31' GENERAL NOTES: D 12" ADS IE 414.54 (N) EL 412.24 „ 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER 12" ADS IE 411.92 (S) J CULV 12 ADS CULV 12"CONC SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5 Q IE = 401.74' IE = 400.95' FEET BELOW THE BEARING PAD ELEVATION (BPE). 0 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER '35 MPH' SSMH35 ' 2 168 Lo COR STD. PLAN 405. w38+33.92, STA RT 9.36' " �-� VC SSM 30 "02 as (IS aS (IS SD - 4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION 0.0229 SEE SHT. C4.02 BY THE CITY INSPECTOR. M M 38+oa M M M 39+aa M 156TH A VE SE r- -_� , M �'" M M M M M 5. PER CITY OF RENTON TRENCH RESTORATION DETAILS, IF - - +ao 0 6 41--00 �? TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE, THE p - . 6. 0 -. -� _ , � ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE REPAVED. T p - - - - - - - - - - - 0 0 N N -• � i � � 6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN UTILITY PIPES AT CROSSING AN ETHAFORM PAD SHALL BE pp ' 1 2 3 4 5 6 7 8 Q Q STORM TRACT 14 13 12 11 10 L KEYMAP PROVIDED. ~ T 7. LOCATION OF SEPTIC TANK IS FOR REFERENCE ONLY. D EXACT LOCATION IS NOT KNOWN. REMOVAL SHALL BE PART J OF DEMOLITION PERMIT FOR EXIST. SINGLE FAMILY HOME. 8. SIDE SEWER CLEANOUTS SHALL BE LOCATED IN 2 x2' CONCRETE PAD ADJACENT TO BACK OF WALK WA TER NO TES: 1. WATER IMPROVEMENTS SHOWN ARE FOR REFERENCE ONLY. FINAL DESIGN TO BE COMPLETED BY STANTEC. CONTRACTOR SHALL COORDINATE INSTALLATION WITH KING COUNTY T SEE C4.01 SEC. 14, TWP 23 N, R5E W.M. CONSTRUCTION NOTES O / ii x i 6" SIDE SEWER CONNECTION W/CLEANOUT PER COR STD. M / 1 / o _ / I I / i PLAN 406.1 AND 403.1, MIN. 2% SLOPE 11,810 SF / / I 0° I / STORM TRACT i 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER / I 21,736 SF 382 i O PER COR STD. PLAN 400.1 AND 401 W I 3$4 x i � � `� � �I � I / / � RD � D - ° � \ � O 54" SANITARY SEWER MANHOLE SHALLOW W/ FRAME AND N i / i 3 COVER PER COR STD. PLAN 400.2 AND 401 O SAWCUT EXIST. PVMT. T i 1 I oLai/ / / vNi ° l �� REMOVE AND DECOMMISSION EXIST. SEPTIC TANK PER / I � DOH STANDARDS. SEE NOTE 7. V JdLaB v ° > v + 8� _ --------------— GENERAL NOTES: Lo _ M 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5 - M �\ M M 154TH AVE S ��' `' F /�� FEET BELOW THE BEARING PAD ELEVATION (BPE). M M M M M M M i \� 0 _ _ M M� M M 8�, 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER // \ oo I FOUND IBAR COR STD. PLAN 405. QX/ SUBJECT TO FIELD MODIFICATION �_------__ * -- - - --- ----------- --- S SS ----- - cc'------------ XT �� --- ------------- -- - -------- R B��vT 0 2 4. PAVEMENT RESTORATION _--- - ___- '/ CAP, i w � 165---------------- /------i------- ------ __----------------- ---- - - - - - - - - LOCATED AT coMcasT - - - - -n - - NE 00 - - - - - - - - BY THE CITY INSPECTOR. Q SSMH15 _ X / SSMH2O 3 _ _ - �, s,,6.p / cND L, o =� d� 5. PER CITY OF RENTON TRENCH RESTORATION DETAILS, IF c-D\ STA �RT S p,'0052 I / SEE SHT. C4.01 _ _ _ _ _ _ - - - - - - - \ - �0/1�)_ _ \ _ TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE, THE ' IDE�X �0+90-26, 9.45' 2' CONCRETE I I BP BP ��P BP ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE T I 1' TALL CONCRETE/ RUBBL WALL I I — - \ REPAVED. O / RUBBLE WALL -(RET. EAST) I / O / \ 6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN O BRICK wALL J \ UTILITY PIPES AT CROSSING AN ETHAFORM PAD SHALL BE WOOD PST 8'Hw \�------- I � / 8" CIND FFE=386.7' 1' PAV S Q Z BLOCK WALL SWING / W/ 7' CEDAR FNC GATE 0 SEE C4.06 2 3 4 5 6 7 8 y a Q x TORM ti TRACT 14 13 12 11 10 9 KEYMAP PROVIDED. 7. LOCATION OF SEPTIC TANK IS FOR REFERENCE ONLY. EXACT LOCATION IS NOT KNOWN. REMOVAL SHALL BE PART J OF DEMOLITION PERMIT FOR EXIST. SINGLE FAMILY HOME. 8. SIDE SEWER CLEANOUTS SHALL BE LOCATED IN 2 x2' CONCRETE PAD ADJACENT TO BACK OF WALK WA TER NO TES: 1. WATER IMPROVEMENTS SHOWN ARE FOR REFERENCE ONLY. FINAL DESIGN TO BE COMPLETED BY STANTEC. CONTRACTOR SHALL COORDINATE INSTALLATION WITH KING COUNTY SEC. 14, TWP 23 N, R5E W.M. CONSTRUCTION NOTES Mo 30' 30' o O 6" SIDE SEWER CONNECTION W/CLEANOUT PER COR STD. � or: PLAN 406.1 AND 403.1, MIN. 2% SLOPE W 10 "F 1463400021 Q 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER ' � PER COR STD. PLAN 400.1 AND 401 1 D F 10 F E. TOE FACE 1 TALL 1 WIDE CMU WALL (TYP.) � w j 3 54" SANITARY SEWER MANHOLE SHALLOW W/ FRAME AND N ~ Q "C 8 F WEST END OF UTILITY PAINT MARKINGS O COVER PER COR STD. PLAN 400.2 AND 401 O u 0 1 C 8„H 4 BWFN O 4 SAWCUT EXIST. PVMT. T CENTERLINE O 0 °° PYRAMIDALIS �: O REMOVE AND DECOMMISSION EXIST. SEPTIC TANK PER (� CB 8628 -I 1 C DECOMMISION WELL, SEE DOH STANDARDS. SEE NOTE 7. Q RIM 386. 4 H�1 NOTE 6 ON SHT. C0.01 HEDGE 4 DIA. V LAJ J CPP IE 382.91O 11 -WELL HEAD 10 ON CTR & "AP ui CMP IE 342. 7777( S — 11. A C PROTECT EXIST. V� GENERAL NOTES: LU CMP IE 382.11( 38 — — — STRUCTURE O +oo I 0 4 - — — — _ -- O 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER CMP IE 382.04O S - - _ �� +Lo ---- SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5 o ' - - - - S SS---,------T— - S �- - - - SS - - SS 3 SS � 4 - — 267 zLF 8" PVC - - - - - - - - - - SS _ - - -- - - - - - -SS S �. FEET BELOW THE BEARING PAD ELEVATION BPE . �'-------- --_ _ -- - ------ ---- ---- -- — BID ---- -- S - - SS- i 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER I W C R. WALL a MIN.— HED tJ� COR STD. PLAN 405. 1 a CARP RT 0USE W a 12 CY 15' SEWER ESMT. C Tr z 4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION !111 TI Ir -IT\/ I A 1-/1Tl1Pl � '� 1.�T Rr X i� .. , , , , , , , , , , , , , ,�,� � SSMHS, 0+5o.os STA ' T NE COR HOUSE CONT'S S. = J CROSSING DATA V 8" WA IE=382.28 a r i nL L,i i r nv 3rL � i UM 5. PER CITY OF RENTON TRENCH RESTORATION DETAILS, IF TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE, THE C NN. TO EXI T. BRICK PA — ~ 11 ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE 1 'WIDE 8" SS TOP=378.48 RFPAVFD. SEC. 14, TWP 23 N, R5E W.M. CONSTRUCTION NOTES T M 1 6" SIDE SEWER CONNECTION W/CLEANOUT PER COR STD. T PLAN 406.1 AND 403.1, MIN. 2% SLOPE O I � Q 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER (c) 0 z PER COR STD. PLAN 400.1 AND 401 w z O 54" SANITARY SEWER MANHOLE SHALLOW W/ FRAME AND co N z W COVER PER COR STD. PLAN 400.2 AND 401 00 Y 4O SAWCUT EXIST. PVMT. � o Q ' QO REMOVE AND DECOMMISSION EXIST. SEPTIC TANK PER T U DOH STANDARDS. SEE NOTE 7. Q CL = 1-11Z J o d' GENERAL NOTES: n z 1463400017 Lc) LL.I � CONT'S N. 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER 30 30 SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5 LC) GATE FEET BELOW THE BEARING PAD ELEVATION (BPE). 0 0 4' A1 'x1 ' CMU WALL - WEST END BARB LL 5-STRAND � 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER C.)CONT'S E. ALONG FENCE o COR STD. PLAN 405. a W iu /1 A Tr 4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION -11 TI Ir I IT\/ I\I------- � W t� hH I E 12 , '�^ �� w� UTILITY CROSSING DATA D I 1 r1C 1.1 l I IN3t-LU 1 UM 0 _ _ _ - 5. PER CITY OF RENTON TRENCH RESTORATION DETAILS, IF 0 -- — — — — — ---- i _ 12 , THE ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE O -�. - �f54 — — — — — — — SS ------------------------- / SS TOP=386-3fr 380.22 rF SS �S cc ^5+00 . c_n . RFPAVFR. V SEC. 14, TWP 23 N, R5E vv.k N I- Q n W O 0 a 5W L a z U_ C P CONSULTANTS Site Planning - Civil Engineering Land Use Consulting - Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com 7' 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. NOT TO SCALE A' I 'B' I 'C' I 'D' I 'E' 48" MH 48" 6" MIN. 5"MIN 24 MIN. 21" I.D. 54" MH 54" 8" MIN. MIN. 24" MIN. 24 I.D. 60 MH 60" B" MIN, 1 6" MIN. 1 42" MIN. 1 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. - 400.1 PUBLIC WORKS STANDARD SANITARY MANHOLE p=•`Z DEPARTMENT FNTo SEPTEMBER 2011 W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL LIMITS OF PIPE ZONE RM .D. OF PIPE BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 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 SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. PUBLIC WORKS I PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS STD, PLAN - 405 BOLTHOLES - 3 PLCS EQUALLY SPACED 120" APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) COVER & FRAME PLAN VIEW 25' DIA, C635r 3 1° 3/4' �25rM7 119mm7 11L B 3�t 2 1/2' 1222mm7 164mm7 TYP COVER SECTION VIEW 26 1/2' DIA C673mm7 25 1/4' DIA 1641 1 1/16' 1/4' (6­) DIA � 127mm] NEOPRENE GASKET 1 6' C152mm] 1 5/8' I 23 3/8DIA CL OPEN I I I C16mm7 COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5/8' 11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1/16' 127mm) C3mm] CR3mm] 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"), STD. PLAN - 401 PUBLIC WORKS DEPARTMENT MANHOLE FRAME AND COVER pFo� DECEMBER 2008 0 CONSTRUCTION PERMIT SUBMITTAL CONSTRUCTION RECORD DRAWINGS �O Know what's below. Call before you dip. N0. REVISION RECESSED / LIFT POCKET o 0 o � o � o 3/4" LETTERING "SEWER" SEWER a o a o o (2) BOLT SOC. (ALLEN HEAD) 11 X 1.5 STAINLESS STEEL REF. PART00981177 O O H 1-3/}6" "-10-1/2"--i 5/1 1/4"1 12-1/2"-{ _T 1/8 2-11 I I�- ' 213/4 ---­1 1 1 CAST IRON RING AND COVER BOLT DETAIL Not to Scale 2'-0" FRAME I DIAMETER I 2'-0'° T 8" CLASS "B" ASPHALT 45- (1/8) BEND 45' (1 /8) BEND SAND OR EXPANDABLE FOAM 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 V-O" THICK, 2'-0- SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. �I EX. SEWER MAIN PROPERTY LINE .._.. �..._.._.._.. --SPOOL (LENGTH AS NEEDED) • ...... o 6" SEWER STUBE in I FUTURE 4" SIDE SEWER DC\---------� / ` 2"x 4" STUD MARKING POST PAINTED SEWER MAIN TEE X 6" TEE I 6" CAP J WHITE WITH THE WORD "SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #6 WIRE Z I WRAPPED AROUND THE STUD AND 7 EXTENDED TO THE TOP OF THE STUD. COUPLING (TYP.) Q 3• L I 6'X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER � ( (EAST JORDAN IRON WORKS PRODUCT N0. 00367502 OR T ' APPROVED EQUAL, SPECIFY -SEWER- ON LID), ix 1 (SEE STD. PLAN 403.1 FOR INSTALLATION) I J JM EAGLE THREADED CLEAN -OUT ADAPTER HUB BEND AS PLUG (OR APPROVED EQUAL) REQUIRED &SAAWER�MAIN --2.OX MIN. SLOPE _3 t\\ �6" SEWER STUB `FUTURE 4" SIDE SEWER 6"%6"%6' WYE `FUTURE 6"x W REDUCER `SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEOURES FOR SIQF SEWER CONNECTIONS TO EXISTING SEWER MAW A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC 'TEE" USING 'STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE' USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC h C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). 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-ORILLED. 3000 PSI MIX CONCRETE }• i pY1 OK BLOCKING ��4.5 �Mp'A�01.O al MIN SLOPE 6" TEE / HORIZONTAL 6" MIN. SEWER SEWER MAIN MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN BETWEEN 25' ANO 45' TYPICAL SIDE SEWER Nam: 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. STANDARD SIDE SEWER STD. PLAN -406.1 PRPUBLIC WORKS Ae �0e DEPARTMENT INSTALLATION a (SEWER MAIN TO PROPERTY LINE) ti DA PCE 2/20/17 JBS suRVEYEMITCH EVANS ACS 1112711 g CBS DESIGNED: JAMIE SCHROEDER DRAWN: PETER EVANS CHECKED: MJH BY DATE AP P R APPROVED: xxx ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAM) 1988 HORIZONTAL: NAD 1983/1991 DATUM PUBLIC WORKS 8" OR 6" CLEANOUT DEPARTMENT FOR SANITARY SEWER MAIN 0 CITY OF RENTON Planning/Building/Public Works Dept. STD. PLAN - 403.1 CONSTRUCTION RECORD DRAWING THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR S-396108 RECORD ITH�RMATION CON CONTRACTOR PROVIDEDBY IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEADOWVUE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS SANITARY SEWER DETAILS 7/25/18 PAGE: DRAWING NO: C4.101 SHEET: OF: 35 43