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HomeMy WebLinkAboutS-396103SEC. 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