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HomeMy WebLinkAboutW-393404OTOP1391501 OTOP 1391501 PTN. OF SW 114 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M. CNOT1391501 cY) SEE C4.01 SEE C4.05 ----- - - I �a CUWS 391501 C� I ���/ \\ 8 \\ I SSMH10 I -- - - - --- - ------ KEYMAP O SSMH15 ,� \ 7,0 2 F II STA 98+02.52, 5. 1 ' LT \ a 7,8 SF \ 7,929 SF TBLOCK - � \ / \ STA - -�- D --- - BP 69.0 BPE- 6.0 60.06 \ / \ -- F ' 96+94.17, 508' RD - \ - \ - - - - \ 01 LU M 1391501 0 I \ � T \ OLAN DSCAPE W I I o N IE=6468- \ a p o p I 63.00 T 13 \ (TYP.) 'STA 99 73.38 636. .00; a - 5 \ � N 1 8'�145' B ND,�MJ ( 96+75.34 6.08 - � o STA I \ LL.p p o \ )\ THRUST BLOCK 5 10 (1) 8"x6" TEE, MJxFL _\ 97+00 S SS SS SS S 1 L` �� SSM\05 \- $S SS `�' TA 1' LT STA 99+85.85 11.94' RT (1) FH ASSEMBLY � � � - � � I S SS S -� 9,' .9 ' (1) 8" GV, FLxMJ IN1 y �, - - - 99+_+°0! 99+95. S o \ 1 (1)8'�145' VERT. DI BEND, MJ (1) POLY PIG STATION W W W W\ (1) THRUST BLOCK W (1) THRUST BLOCK P \ - - - - - - w - - -�- �*\ \ STA 99+9Z94, 11.70' H1 6 > 9LF 6" DI ` o o J u o >;::;. - - - - ONN. TO EXIST. �^ c� cn - CUT -IN 2 VALVES BY CITY W a o �" ( ) � 31LF 6" PVC , \ � � \ � �, . ` o \ Q ° -� - - �� � a c" 8 �\ � , 1 12x8" TEE, FL Q S=e.egi TYP. 1 6 0 ROW a ° y \ \ (1) 12 GV, FLxMJ J 0.0882 - - - IE=B- I I I \ \ (1) 8 GV, FLxMJ - - _ I I o z 7 . - (2) SLEEVES, MJ Q - �68. 7�- = RD -_ _ _ RD - I \ \ 00 \ �1) THRUST BLOCK IE= IE=69.�E - RD � R pD z \ I \ 72.13 a \ 19 A91:60 5.96 I IE=fr 50- I IE= "-� \ (1) 12 FLXMJ ADAPTER 64.11 1 61. 60 , -1 I 5LF-8" Dr c� 1 (1) 8" TEE, FL o - - W 1 �I _ �I � \--------- - - - - ----� \ STA 99+84.00, 11.98' RT 13 ----- r-( �� G1�-FLXM,1--- I 7,000 SF � I - ------- _-------- (1)8 x45° VERTDI BEND, MJ -----�-------- �vI � PE-86.-5 II IoI II - --I I �� 1)THRUST BLOCK 7,000 F­ 10 \99LF$BPE=7,235 S� 7,021�� 7,00b, SF 99+79.BPE= 74.5 69.5 BPE J5 12.07 x STA 7 , - ----- �1 \� 1-__---- \ � - - � �� � I I I � � )8"x45 DI BEND, MJ \ I (1) THRU SEE C4.05 90 90 FINISH GRADE Qv \ ROADWAY J 85 0 85 ............ ..;. ... 00 +LOB �NJ 80 ?$g � ...... ` z _ II.Lu.._ ................ ...... 80 \ _ LOW PT ISTA: 99+55.67 - LOW PT EL: 65.55 PVI STA: 99+05.20 SS4H15 - -1 PVI', EL: 64.29 z W 75 RIM =-84-85-8 \ - - - T 150.00' VC 75 o o Q IE(E)= 8-78.80 �0 n 00 _ EXIST. GRADE o00 J ROADWAY 12 ,rn+Q) UTILITY CROSSING DATA ❑SD 5 I E= 76.36 SS TOP= 70.87 ❑SD 6 IE=76.66 WA TOP= 75.10 ❑SD 7 IE=61.68 SS TOP=57.59 SD IE=61.82 WA TOP=60.30 m V V V%./VTVT 75 55 55 tSSM_H05 CD RIM=65.85 66.08 S C IE(S)=355.28 ��' OV WAS EXIST. GRADE AT ROADWAY l (E)=�-55.28 50 FINISHED GRADE AT ROADWAY q 50 37610 q w� AS T SN "°° CN ao "00 o rnco NL� + Lp 0c)'6 � �'� �l 116 � �00 CC 00 � QO 0 � ' Cp ^ ^ ,c0 ' CO Cp Cp CO a, sz o__J 96+80 97+20 Fa LJ /L, LL 00 J / 1 J Q CD / U U� CONSULTANTS �� Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 ® YOU DIG CD REDMOND, WA 98052 1-800-424-5555 Q \u Phone: (425) 285-2390 1 FAX: (425) 285-2389 wNu www.cphconsuItants.com i Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. 97+60 98+00 98+40 98+80 WELLS AVE N CITY OF RENTON PERMIT SUBMITTAL WATER MAIN VERTICAL BEND REV. RECORD DRAWINGS NO. I REVISION 99+20 99+60 100+00 BHB 5/ 1 / 18 JBS SURVEYED: STEPHEN PHILLIPS PLS SCALE: 1'-20' BHB 8/22�18 JBS DESIGNED: BRYCE BESSETTE MRL 1/9/19 JBS DRAWN: JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY B DATE APPR I APPROVED: THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDEC BY THE CONTRACTOR. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 C T Y O F R RENTON DATU M Planning/Building/Public Works Dept. CONSTRUCTION NOTES O6" SIDE SEWER CONNECTION W/CLEANOUT, 2% MIN. SLOPE PER COR STD. PLAN 406.1 AND 403.1. O48" SANITARY SEWER MANHOLE TYPE 1 W/ FRAME AND COVER PER COR STD. PLAN 400.1 AND 401. 3 SAWCUT EXIST. PVMT. SEE SHT. C5.00 FOR CHANNELIZATION PLAN O1" WATER SERVICE PER COR STD. PLAN 320.1. SEE GENERAL NOTE 7 AND 9. OFIRE HYDRANT ASSEMBLY PER COR STD. PLAN 310.1. OCONN. TO WATER MAIN W/ TAPPING TEE AND VALVE PER COR STD. PLAN 300.3. SEE NOTE 9. OTYP. TRANSVERSE PATCH PER FLEXIBLE PVMT. PER COR STD. PLAN H032.1. OABANDON EXIST. WATER SERVICE PERFORMED BY CITY OF REN TON. O9 INDIVIDUAL INTERNAL SEWER GRINDER PUMP SYSTEMS ARE REQUIRED FOR LOTS 14-16 TO PUMP BASEMENT LEVEL EFFLUENT TO GRAVITY CONNECTION. 10 POLY PIG STATION FOR CLEANING OF WATER MAINS PER 0 COR STD. PLAN 300.6 0ABANDON EXIST. IRRIGATION SERVICE BOXES IN 0 ACCORDANCE W/ CITY STANDARDS. 12 12" DI SLEEVE. SEE DETAIL ON SHT. C4.101. 13 1" IRRIGATION METER W/ 1%4" DCVA FOR BACKFLOW PROTECTION PER COR STD. PLAN 340.8 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. 3. ALL SANITARY SEWER MANHOLES ARE TYPE 1 PER COR STD. PLAN 400.1 AND 401. 4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION BY THE CITY INSPECTOR. 5. PER CITY OF RENTON TRENCH RESTORATION DETAILS, IF TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE, THE ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE REPA VED. 6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN UTILITY PIPES AT CROSSING, AN ETHAFORM PAD SHALL BE PROVIDED. 7. INDIVIDUAL 1" PRESSURE REDUCING VALVES (PRV) PER COR STD. PLAN 340.5 SHALL BE INSTALLED FOR ALL LOTS DURING THE BUILDING PERMIT PHASE. 8. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGALUG SERIES 1100 OR APPROVED EQUAL. 9. WATER MAINS/SERVICES CONNECTING TO EXIST. WATER MAINS SHALL BE INSTALLED AND/OR REMOVED BY THE CITY OF RENTON AT DEVELOPERS EXPENSE. 10. CONCRETE BLOCKING FOR VERTICAL BENDS SHALL BE PER COR STD. PLAN 330.3 LEGEND �X UTILITY CROSSING SEE DATA THIS SHT. N KEYMAP 1 2 4 P �P� 6 7 "H STREET = cc 9 17 10 0 16 11 Q 12 15 � Q a L3 4 1 N TS W-393404 S-393404 R-393430 IN COMPLIANCE WITH CITY OF RENTON STANDARDS It DATE: SENZA LAKEVIEW 5/1/18 Q ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: J PAGE: WATER AND SANITARY SEWER PLAN AND PROFILE DRAWING NO: C4.03 Z SHEET: OF: W 32 48 (n