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HomeMy WebLinkAboutS-396102SEE 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