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HomeMy WebLinkAboutzW-3934SetCGRD1391501 CNOT1391501 CSIT1391501 CUSD1391501 M � CUWS1391501 OILUM1391501 i TBLOCK 0 OTOP1391501 11- OLANDSCAPE I 0 LU LU a J Q N Z LU Cn m 75 CD CD U Cn d / sz 3J/pq 3:W oW 00 J / Q J Q CD / (_U U 0A L Q U-) /(y) U o, Lv �CD cu a Q \ U w u CP _"4 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.cphconsuItants.com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. ® CALL BEFORE YOU DIG 1-800-424-5555 PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. CITY OF RENTON PERMIT SUBMITTAL BHB RECORD DRAWINGS MRL NO. I REVISION I L'I 18 1 JBS '191 JBS DATE I APPR SURVEYED: SC-_E STEPHEN PHILLIPS PLS DESIGNED: BRYCE BESSETTE DRAWN: JOE AMARO CHECKED: �MIE B. SCHROEDER, PE APPROVED 1 '= 30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY �s 1Al.G•�G1�- SIONAL 1 • THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A N FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS 0 30 60 SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED PLAN IN FEET BY THE CONTRACTOR. VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATU M VIDC TY OF RENTON Planning/Building/Public Works Dept. LEGEND BPE= 12 �20 FINISH GRADE AT CENTER OF PAD LOT NUMBER EXIST. GROUND CONTOUR FINISHED GRADE CONTOUR STORM DRAIN SD CATCH BASIN SS SANITARY SEWER MAIN STANDARD PRECAST MANHOLE WATER MAIN PUBLIC UTILITY ESMT. SERVICE STUB SCHEDULE LOT # BPE SEWER SERVICE IE ROOF DRAIN IE (UPPER, LOWER) 1 66.0 61.0 63.0, 59.0 2 69.0 64.0 66.0 3 69.0 52.5 66.0, 53.0 4 69.0 52.5 66.0, 56.0 5 72.0 57.0 69.0, 59.0 6 74.0 59.0 71.0, 61.0 7 72.0 67.0 79.0, 69.0 8 74.0 69.0 76.0, 71.0 9 67.0 62.0 74.0, 64.0 10 69.5 64.5 66.5 11 74.5 69.5 71.5 12 80.5 75.5 77.5 13 86.5 81.5 83.5 14 119.0 114.0 116.0, 106.0 15 115.5 110.5 112.5, 102.5 16 112.0 107.0 109.0, 99.0 17 104.0 89.0 101.0, 91.0 S-393401 W-393401 R-39342 9 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW 5/1/18 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: PAGE: COMPOSITE UTILITY PLAN DRAWING NO: C4.00 S1EE--. OF: 29 48 LO (O T 0 T J L0 T t'JM�y� O O O LU LU Q Q N Z W Cn TBLOCK CNOT1391501 CSIT1391501 OTOP1391501 CGRD1391501 co CUSD1391501 i CUWS1391501 C:) KEYMAP i 0 W I- i w W J Q N z LU Cn d / sz 3J/pq 3:W oW J /Q J Q CD / U U 0 s a� / ('") U 4g, Lv �CD cu a Q \ U w u / (y) CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. SEE C4.03 / ICJ ,00 S I rrtl3PE=69.0 I I I I BPE=69.0 7,827 SF ! I N / I � I i / i v.�• vv � --------- - - - - I L--------- SSMH2O -STA --- - *-LT ---- �l TA 1910 5:tin99; , . 19+54.91, 4.11 7 � - � -� - - � I� 5 ( ) 8 x6 TE MJx N cry I I , (1) FH Y� THR OCK 7,530 SF I B E 6 .0 LFF-C D 29+89.08, 2. I a STA (1) 8"x45- DI BEN , M ° (1) THRUST BLOC► / d- 2 N 3�TH C s jC�20+�305 4 _CL -�- cf' i o� w w W ;� / I ao w LU � UJ_- RD RD -(�- RD/ RD = RD - RD _RD / / 5 / I 7,628 SF o / / �/ 8-- - - IE=(TYP.) 68.33 / I ---------- - I 7,298 SF I I I ,181 SF BPE= 72. 0 BPE=14. 0 I � w �I R 141 'v / / 4 / a / N/ SEE C4.03 I SSMH10 STA ' LT 2 98+02.52, 5.81' / 97+91.60, 5.96 STA 9719 .60,�A5-' (1) 8 x8" TEE, FLxFL (3) 8" GV, FLxMJ (1) THRUST BLOCK ----95---- --- ... ... ... ... ... ... .. ... ... ... .... .. ... 95 90 ............................... ........... ...... ............ ............................. 90 . ' ...... ,LOW PT STA: 19+05.24 ... . LOW PT EL: 69:15 PVI STA: 20+26.38 z :+. PVI EL: 74.80 ... PVI EL: 68.78 AD: -3.50 AD: 7.50 K: 14.29 a, N 85 ... ... ... ... . ... ... ... . K ... . 00' VC r`' 50 -' ... .. J 85 ......... ......... ......... . ... 00'6VC . . . 50: rn rn z ^ . . . . . . , f .......... .. M a,00d .....� 00yN)ri -+ c0 O + I I 80 L�j 80 U FINISH GRADE 6i LLI ..... 0i - > ...... ..... ..... .... ...... I W U U z o 0i U ROADWAY m m ....... tin ..... . CO on CC W Lu . . EXIST. GRADE - ` . OOq 75 o 10 . ROADWAY . . 75 . .. .. �"�W ..... ....... .. - ... .. .. .. .. ... ? n W ____ - j.��� . ...... ....... ..... ..... - - _ ...... �, _ Q .. .... ............... ....... 70 ....... ....... .. .. .. .. ` _ Oq _ ... ..... .... .. .. 70 .. . �. .... .. _ ...... ...... .. .... . ... ....... ....... ! .. .... .... ..... 0 8" DI WA MAIN ........ ... �: . . . . 0 _,-. �� . . . . . . . . . . . . . . . . . . . . 65 .. ... ,� �. _- - __ __-� ,,- 92LF 65 - _ �F 8» PVC 0.0095 SSMH10 60 ... RIM=r74.80 ... 60 IE(S)=�2-62.81 ....... .. . . . . IE(W)-6:2. 62-62.88 ..... .. . SSMH2O IE(N)=6�2-62.68 RIM= 51iI 70.87 EXIST. GRADE AT ROADWAY IE(E)63.75 55 FINISHED GRADE AT ROADWAY IE(S)=63-�1-63.92 55 I\ f\I^ � SILO Lc) Ln O N LO �ln f\ d CEO r . r-,Cr"4`I\° �.' -._. 00 18+80 19+20 19+60 20+00 20+40 20+80 N 39TH CT CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: SC�_E STEPHEN PHILLIPS PLS RECORD DRAWINGS MRL 1/9/19 JBS DESIGNED: 1"=20' BRYCE BESSETTE DRAWN: JOE AMARO ONE INCH CHECKED: AT FULL SCALE JAMIE B. SCHROEDER, PE IF NOT ONE INCH N O. REVISION L DATE AP P R I APPROVED: SCALE ACCORDINGLY 21 +20 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M UTILITY CROSSING DATA ❑SD 1 IE=66.02 WA TOP=64.40 ❑SD 2 IE=71.50 SS TOP= 62.82 ❑SD 3 IE=72.58 WA TOP= 68. 92 ❑WA 4 IE= 70.16 SS TOP= 63.95 0 5 10 VERT. IN FEET 0 20 40 HORIZ. IN FEET SC OV WAS Q CIO 6 37610 .� CISTS 1 �sSIONAL THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. pR C TY OF RENTON 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 COR STD. PLAN 300.6 11 ABANDON EXIST. IRRIGATION SERVICE BOXES IN 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 NORTH 40TH STREET 0 9 17 cc 3 2 10 16 W QS� 4 11 Q 12 15 Q 6 7 8 13 14 a N KEYMAP S-393402 W-393402 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: C4.01 z r77T7F,U- 1 48 (f) TBLOCK CNOT1391501 CSIT1391501 OTOP1391501 CGRD1391501 co CUSD1391501 CUWS1391501 C) KEYMAP i 0 LLJ I- i w UJ J Q N z 'LU V ) 75 Cu CD m d / sz 3J/pq 3:W oW 00 J / Q J Q CD / U U o C s Q� /(y) �� 4g, CD a Q u z U w w / CP CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItanIts, com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. STA 28+88.95, 0.20' LT (1) 87x45° VERT. DI BEND, MJ (1) THRUST BLOCK EXIST. 8" DI PUBLIC WATER MAIN i -6 ACCESS AND 8,564 SF UTILITY TRACT I 28+56.31, 0.90 �I BPE=14. 0 _ STA ---- --- \ \------ - 6 10 CONN. TO EXIST. ( � TYP.)4 (1) 8" TAPPING TEE, FL (1) 8" GV, FLxMJ 11L 8 DI (1) POLY PIG STATION 20L 8" DI I M 770 (1) 8 SLEEVE, MJ _ (1) THRUST BLOCK 3342100418 \ 4938 SF BPE= 2.0 \ - �D D � oQL D D 8 REPLACE EXIST. - RD - RD FENCE IN -KIND 1 BLOC -T7---- x STA 28+68.57, 0.04' LT (1) 8"x45° VERT. DI BEND, 14J (1) THRUST BLOCK IV U � Z �� � m� 1 n z � 0 � I n BPE= 82, 0; 00 i 1 00 ,i � I � I � I I 7,29 S i I 29+65.46, 3.21 STA 29+65.46, 3-29L� (1) 8"x45° DI BEND, MJ (1) THRUST BLOCK Z 530 SF STA , \ (1) 8 x45' DI BEND, MJ. (1) THRUST BLOCK I tlj;;t� - RD � n� SEE C4.01 BPE= 6 9. 0 i I L- - � I \ I i I \1 I N \ L_ 2 7,827 SF \ , I BPE=69.0 III r------- lit 28+40 28+80 29+20 29+60 30+00 30+40 �v'ylNAL • THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. 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. O6 CONN. 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 S COR STD. PLAN 300.6 11 ABANDON EXIST. IRRIGATION SERVICE BOXES IN 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 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 NORTH 40TH STREET 0 J m...� 1 9 17 cc 3 2 10 16 W 4 11 5 12 15 cc 6 8 13 14 a KEYMAP NTS 0 5 10 VERT. IN FEET S-393403 N 20 40 W-393403 HORIZ. IN FEET IN COMPLIANCE WITH CITY OF RENTON STANDARDS CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEN PHILLIPS. PLS S­_E 1"=20' 1988 HORIZONALNADD1983/1991AOZ%kSENZA DATU M 0 TY 0F VRENTON • Planning/Building/Public Works Dept. LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS WATER AND SANITARY SEWER PLAN AND PROFILE DAZE: 5/1/18 RECORD DRAWINGS MRL 3/11/19 JBS DESIGNED: BRYCE BESSETTE PAGE: OK, PAGE DRAWN: JOE AMARo ONE INCH DRAWING NO: C4.02 CHECKED: B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION -". DATE I-JAMIE AP P R APPROVED: ...E-. 31 OF: n 8 OTOP1391501 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 TBLOCK OTOP1391501 CGRD1391501 CNOT1391501 CSIT1391501 co CUSD1391501 CUWS1391501 O KEYMAP LJJ I— LJJ LLJ J Q N z LU Cn 75 CD U / d / sz /p O qJ 3: W LL CD LJ 00 J / Q J Q CD Y / U U O C L a I� / (y) �� 4g, CD a Q \ u w u / (y) PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. W V W LLI o 60 _I Cz 60 z z EXIST. GRADE 55 ROADWAY w 55 Y . Q _I 0 — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — 0 o — — — 50 --------------- ---- 0 50 ----- ------------�__ z 45 U 45 40 40 EXIST. 10" PVC SS (TYP.) —_------ - - — — — — — —— — — — — -- — T-------------:----------------------U----------_ — — — — — — — — — — — — — — -- -- — — — — — — — - --------------- __------------- — — — — — — — — 35 35 EXIST SSMH RIM=51.80 EXIST. SSMH 1E(5W)-3E50 RIM=51.62 IE NE =36.12 ! IE(NE)=36.60 30 30 F EXIST. GRADE AT ROADWAY i 14t 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+00 LAKE WASHINGTON BLVD g S C ti of WAS THE AS -BUILT INFORMATION� SHOWN ON THIS PLAN IS PER A �Q FIELD SURVEY PERFORMED AND DATA PROVIDED BY LDC CIVIL q w� ENGINEERING GROUP AND/OR �P 37610 Fc .�� RECOISTS P RDTHE INFORMATIONTR PROVIDED �sSIpNAL } i CONSULTANTS CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SDRIEYED: SCALE C� STEPHEN PHILLIPS. PL..; VERTICAL: NAVD 1988 83/1 RECORD DRAWINGS MRJ 1/9/19 JBS HORIZONTAL: NAD 1983/1991 C TY Y Y DESIGNED: 1 "=20' Site Planning • Civil Engineering BRYCE BESSETTE V Y Land Use Consulting • Project Management CALL BEFORE DRAWN: 11431 WILLOWS RD. NE, SUITE 120 � YOU DIG JOE AMARo ONE INCH DATUM REDMOND, WA 98052 1-800-424-5555 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. Phone: (425) 285-2390 1 FAX: (425) 285-2389 JAMIE B. SCHROEDER, PE IF NOT ONE INCH www.cphconsultants.com N0. REVISION DATE APPR APPROVED: SCALE ACCORDINGLY 1ht © 2019 CPH Consultants, LLC. All Rights Reserved. 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. DSAWCUT EXIST. PVMT. SEE SHT. C5.00 FOR CHANNELIZATION PLAN (DI" 1" WATER SERVICE PER COR STD. PLAN 320.1. SEE GENERAL NOTE 7 AND 9. 5O FIRE HYDRANT ASSEMBLY PER COR STD. PLAN 310.1. O6 CONN. 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 COR STD. PLAN 300.6 11 ABANDON EXIST. IRRIGATION SERVICE BOXES IN ACCORDANCE W/ CITY STANDARDS. 12 12" DI SLEEVE. SEE DETAIL ON SHTT, C4.101. 13 I" 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 NORTH 40TH STREET J� _ ��� 89'� 1 9 17 � �O 3 0 C� 2 10 z 16 �P 4 11 5 115 � 2 Q �P 6 7 8 14 a 13 KEYMAP NTS 0 5 10 moll VERT. IN FEET 0 20 40 S-393405 N HORIZ. IN FEET W-393405 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS WATER AND SANITARY SEWER PLAN AND PROFILE FiELD�oY18 PAGE: DRAWING N0: C4.04 SHEET-. OF: 33 48 OTOP1391501 CGRD1391501 CNOT1391501 CSIT1391501 M � CUSD1391501 co CUWS1391501 KEYMAP C) TBLOCK I d" OLANDSCAPE I 0 U-1 Lii a J Q N z LU m 75 LO CD U i m d sz 3apq J 3:W LL CD W 00 J �Q J Q CD Y � U 0 s Q� �(y) U 4g, 5CD Lv � cu < Q\ u z w PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. SEE C4.03 SEE C4.06 I y. 75 90 y y I I y � y i y � y � iy is 70 EXIST. GRADE i ROADWAY y y y y 65 y_%y� �' 80 y y i y i i �fz� . . . . 60 75 II II y� y 55 EXIST. 12 70 EXIST. SSMH rC1W ! i '/ ' y y i' WA MAIN i RIM=87.47 W y y y c �y i IE(W)=74,15 00 i y i' y i' i .' SSMH05 . y i y i i' y IE(N)= 74.64 50 o oo d y i i y ' RIM=68.8�66.08 y y iy 65 y' IE(5)=55.2`1-55.28 IE(W)=�55.11-55.!18 LLI 45 60 __- i, 40--- 55 iU Q 35 50 EXIST. SSMH RIM 48.I1 IE(SW)=37.55 IE(E)=37.65 EXIST. GRADE AT ROADWAY 30 45 d �I Ln NI �' �' Mj vj 06 o �I o Do: �I � N 00 o Ct un: �' 38+00 38+40 CP _'wi CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. 38+80 39+20 UTILITY CROSSING DATA ❑SD(EX.) 9 IE=59.34 SD TOP=58.19 10 SD(EX.) IE=60.01 SS TOP=56.35 11 SD(EX.) IE=61.93 WA TOP=60.30 12 WA IE=62.09 SS(EX.) TOP=57.78 13 SD(EX.) IE=63.31 WA(EX.) TOP=61.75 39+60 40+00 40+40 40+80 41+20 41+60 42+00 NORTH 40TH STREET THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY LDC CIVIL ENGINEERING GROUP AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. 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. DSAWCUT EXIST. PVMT. SEE SHT. C5.00 FOR CHANNELIZATION PLAN OI" WATER SERVICE PER COR STD. PLAN 320.1. SEE GENERAL NOTE 7 AND 9. 5O FIRE HYDRANT ASSEMBLY PER COR STD. PLAN 310.1. O6 CONN. 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 S COR STD. PLAN 300.6 11 ABANDON EXIST. IRRIGATION SERVICE BOXES IN ACCORDANCE W/ CITY STANDARDS. 12 12" DI SLEEVE. SEE DETAIL ON SHT. C4.101. 13 I" IRRIGATION METER W/ 1%4" DCVA FOR BACKFLOW PROTECTION PER COR STD. PLAN 340.8 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 NORTH 40TH STREET 1 g 17 2 10 16 W 5� 4 11 P 5 12 15 Q �P 6 7 8 14 a 13 N KEYMAP 0 5 10 VERT. IN FEET S-393406 0 20 40 W-393406 HORIZ. IN FEET IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYE°: STEPHEN PHILLIPS PLS SGALE: � � 1-20 VERTICAL: NAVD ,3/ HORIZONTAL: NAD 1981991 DATU M C TY 0 VR RENTON N43%iv Planning/Building/Public Works Dept. SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS WATER AND SANITARY SEWER PLAN AND PROFILE 5/1 /18 UTILITY CROSSING DATA REV. BHB 8/22/18 JBS DESIGNED: BRYCE BESSETTE RECORD DRAWINGS MRL 1/9/19 JBS PAGE: OOK: PAGE DRAWN: JOE AMARo ONE INCH DRAWING NO: 5 CHECKED: JAMIE B. SCHROEDER, PE IAT NOT FULL ONECNCH SCALE ACCORDINGLY N 0. REVISION Ell," DATE AP P R APPROVED: SHEET: OF: 34 48 OTOP1391501 CGRD1391501 CNOT1391501 CSIT1391501 CUSD1391501 co CUWS1391501 KEYMAP TBLOCK 0 W 42 W W J Q N z LU Cn m 75 CD U Cn d / sz 3J/pq 3:W LL oW CD J / Q J Q CD / U U O C L am / ('") �� 4g, Lv �- CD cu a Q U w U / (y) SS EXIST. FH ROW PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. EXIST. FH OQ d 0 --� -- EXIST. _12" 1 WA TO REMAIN AA --r , �M - SIVO 63+00 RE�• ��� - w R "Will ONLi 7' ROW DEDICATIO _ � �. , _ I IE=110.50 00� 10 - _ �� 1 (TYP. ) IE=li4. 60- 112- 1:- - - 113.63 / 11 1 ----- ----- 14---- --J I 10 7,5=112.079 SF 579 SF 7 579 SF 116 .__ BPE E=115. BPE=119.0 114 I 112 ------ 11 it II I \ I I I I I d0 dC as aS M- 120 EXIST. GRADE - - - 120 -ROADWAY y y ..... ........ . 115 -- - ---- ' 115 110 12 � WA;MA11T 105 I '��� ��� ��� L 105 5 - ,- 100 _ y __------- 100 j y y - _-- (TYP•) - 8» PVC SS - - - EXIST• - - - 95 - - - -_ - 95 EXIST. SSMH U ------------- RIM=116.51 _- - - - - 1E(N)=9&34 - -- _ -- - IE(S)= 98.39 90 -,- 0 - - 90 EXIST SSMH RIM=99.04 85 IE(W)=89.00 _ _ 85 IE(S) = 89.52 EXIST. GRADE, AT ROADWAY, 80 80 ww if cc 60+00 UTILITY CROSSING DATA 13 WA IE=107.17 SD(EX.) TOP=100.97 14 WA IE=107.57 SD(EX.) TOP=101.22 15 WA IE=115.82 SD(EX.) TOP=110.20 16 WA IE=116.06 SD(EX.) TOP=110.46 o o 0 o N r co r\ cd � N N vS ZONAL o 60+40 CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.GohconsuItants.com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. 60+80 61+20 61+60 62+00 PARK AVENUE NORTH N0. CITY OF RENTON PERMIT SUBMITTAL RECORD DRAWINGS REVISION 62+40 62+80 63+20 B H B 5/ 1/ 1 8 J B S SURVEYED: STEPHEN PHILLIPS. PLS SCA_E 1"=20' MRL 1/9/19 JBS DESIGNED: BRYCE BESSETTE DRAWN. JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE IAT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATE APPR APPROVED: 63+60 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 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. R MY OF RENTON %197 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. 5O FIRE HYDRANT ASSEMBLY PER COR STD. PLAN 310.1. O6 CONN. 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 COR STD. PLAN 300.6 11 ABANDON EXIST. IRRIGATION SERVICE BOXES IN 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 N VERT. IN FEET 0 20 40 S-393407 HORIZ. IN FEET W-393407 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS WATER AND SANITARY SEWER PLAN AND PROFILE I W DATE: 5/1/18 Q J FIELDBOOK: PACE: DRAWING N0: N C4.06 z I U/-+ S EE--. OF 35 48 ( ) TBLOCK LLJ \LIJ i a J Q N Z rLLJ V ) d / a, a, sz �J �W oW 00 J / Q J CD Q oY / U U 7- 7- �:7 O0 L am / M U 4c-1 CD w cu a Q ", U w Cu w / TES'T113,G DEIAIL v NEW D.I. WATER LINE TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING TAPPING GATE VALVE (FL XMJ) 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-BLIND FLANGE ON BOTTOM AND 2-INCH BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK J of 3 6 0 FINAL CONNECTION DETAIL z x w — — NEW D-L VATM LANE r� AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. ti Y Gn PUBLIC WORKS CONNECTION TO WATER MAIN WITH STD. PLAN - 300.1 ,PFiVC DEPARTMENT TAPPING TEE & VALVE MARCH 2O10 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE CITY PRIVATE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE PIPING PIPING FOR TOUCHREAD PIT LID (SEE DETAIL A -A) wl z I IN UNIMPROVED RIGHT OF z WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" w LONG COPPER TAILPIECE. 9" MIN SIDEWALK 12" MAX a I a FINISH GRADE z ¢ oe TOUCHREAD WATER ' > METER TO BE 0 36" MIN COVER N 00 SUPPLIED BY THE 12 z_ x CITY TYPE "K" SOFT :2> °a O 4 COPPER TUBING NEW DUCTILE - IRON WATERMAIN, ; _ IF S VI- - Lfle-_ i0 HOUSE= /g, 4R - TO BE INSTALLED IN THE FU131a GAL6ANqt _ INSTALL FORD C14-33 OR 44 X COMPRESSION COOWN-G - LZJOF O� TO CENTERLINI� OF WATER MAIN TO PROVIDE SLACK IN COPPER -/ -COPPERSETTER FOR . 5' 4" METER: FORD' SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQ033, OR MUELLER: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WC0044, OR MUELLER: 1-B-2470-2 (3/4" F81000-3-0) OR AY MCDONALD 47018 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A— A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID 1 TYPICAL RIB I NOTE THE CENTER Car THE HOLE MAST BE *T LEAST' 1°'FRdM UNDERNEATB RIBS UNLESS TEIERTB SPACING ALLOWS THE NUT TO TIGHYEN AGAINST TH_E OPEN SIDE OF MORE THAN ONE RIB, t� o %e AND 3" —fiER SERV- CFE STD. PLAN - 9Z0�4 � n � PUBLIC WORKS �N Cps DEPARTMENT NOVEMBER 2009 CP TJ CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com sht © 2019 CPH Consultants, LLC. All Rights Reserved. EXISTING WATER LINE TESTING DETAIL f8 FT PLAN VIEW NEW WATER LINE PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. `N VERTICAL CROSS(MJx FL) FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2" TAP & 2" TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) TEE (FLxFL) W/ GONG. BLOCK 1- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLWS 1- PLUG (MJ) W/2"TAP & TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER' LINE:; FINAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING- WATER LINE PUBLIC WORKS CONNECTION TO WATER MAIN CUT DEPARTMENT IN -LINE TEE & ONE VALVE INSIDE HOUSE PREFERRED CONFIGURATION ��3�O8 3 10 8 10� 4 2 FLOW STD. PLAN - 300.2 MARCH 2O10 ADJACENT TO WATER METER (PROPERTY LINE SAWDUST $ 6 9 5 FILL 7 24" MIN 7 FROM 6.• PEA GRAV L WATER METE, i 10)�110 8 10 �4 O2 FLOW 2 FOR 3/4" AND 1" SERVICE (3/4" SHOWN) # ITEM t±�hlf1 1 90' GALVANIZED STEEL ELBOW 2 3/4" PACKING JOINT COUPLING W/MALE IRON PIPE 1 THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR EQUIVALENT FOR GALVANIZED PIPE SERVICE: FORD C85- 31 OR EQUIVALENT ,. PRESSURE REDUCING VALVE W/STRAINER - 3/4" 1 WITH UNION COUPLINGS AT INLET AND OUTLET, WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS AND STRAINER) 44 J4" CLOSE UNION - BRASS (M X F) 1 EA; 8 3/4" BRASS VALVE VARIABLE 6 12" STANDARD METER BOX W/SOLID COVER 1 EA., CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 J INSIDE DIMENSIONS, EQUAL TO BROOKS METER BOX 7 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS) VARIABLE REQUIRED 8 3/4" X 1/4" X 3/4" STD. BRASS TEE ,1 EA. 9 1/4" PETCOCK (M X F) 1 EA. 10 3/4" BRASS NIPPLE VARIABLE FUNCTION THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH IN ACCORDANCE TO THE UNIFORM PLUMBING CODE. 'TINSTALLATION HE PRESSURE REDUCING VALVE SHALL BE LOCATED ON THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION, OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE ASSUMED BY THE CUSTOMER. THREE POSSIBLE CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE ,SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING (I;ERM1T IS REQUIRED PRIOR TO INSTALLATION ANY o - { I► PUBLIC WORKS 34" & 1" INDIVIDUAL PRESSURE REDUCING STD. PLAN 340.5 �i DEPARTMENT VALVE ASSEMBLY �NTp MARCH 2O10 I174NISHED sG#RADEI ELEVATION 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER)I 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) N'EW WATER MA[ I VERTICAL CROSS FOR POLYPIGGING STATION TEMPORARY 2" GALVANIZED PIPE AMR 2'' GAITE,'VALVE INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG SIZE OF VERTICAL CROSS SHALL BE. THE SAME AS''.. SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN � Y �► �� PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.8 �i DEPARTMENT WATER MAINS MARCH 2O10 B, NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINTS) (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> 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54" 1 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. PUBLIC WORKS STD. PLAN - 400.1 `t STANDARD SANITARY MANHOLE DEPARTMENT �N�p$ SEPTEMBER 2011 Q CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: SPHILLIPS PLS SCALE: RECORD DRAWINGS MRL 3/11/19 JBS DESIGNEDGNED: : BRYCE BESSETTE DRAWN: JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION L 1 DATE AP P R APPROVED: VERTICAL: NAVE)1988 HORIZONTAL: NAD 1983/1991 DATU M FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER -SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" ROSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS -$F:E1 CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MD.ORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO F ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT ARE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. �� EXPANSION JOINT AT 2„� FT/BACK OF SIDEWALK j CONCRETE SIDEWALK / OR PLANTING STRIP i /0 36" MIN COVERe TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING CONCRETE J ' <' THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. iA 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT \_ 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOE ANa. S E-a. _F GRAVEL. HYDRANT AS M BL LEVEL ALL GROUND LEVE4 AIL GRQ MIN 3' RADIUS I�lS ONE MAN ROCK 6' 1 1 1 6� 6" CONCRETE PAD 16" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL RY +i► o� PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 �NTp� DEPARTMENT MARCH 2O10 SLEEVE DETAIL �,vzv- THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A 'OUT S-393408 W-393408 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. ' C SENZA LAKEVIEW C T Y O ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS RENTON WATER AND SANITARY SEWER DETAILS Planning/Building/Public Works Dept. I LLJ DATE: 5/1/18 Q FIELDBOOK: PAGE: N DRAWING NO: C4.101 Z I s F- OF 36 48 (n TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. rn co I 0 W LL I LU a J N Z 'W vJ / a, sz � J � W Q � LL o LLJ o p J /Q � J Q cD / U U 7— � :7 OA L 0- GO / M U Cr o w CU a Q \ U w Cu BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) RENTON SEWER MA➢E Q! USA COVER & FRAME PLAN VIEW 25' DIA. _ C635mm]� 3/4' C19mm] 8 3/4" �# [222mm]6 pirhJ TYP COVER SECTION VIEW 26 112' DIA C673mm] 25 1/4' DIA C641mm] 1 1/16' 1/4' (6mm) DIA C27mm] NEOPRENE GASKET I F 6" C151 mm] 5/8' 23 3/8' DIA CIL ❑PEN 116mm] C594mm] 27 5/16' DIA :7 34 1/8' DIA COVER BOTTOM VIEW (3) BLT fSOC. (ALLEN HEAD) 5/8"-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4` 1 1/16' C6mm] [27mm] 1/8' C3mm] 1/8" CR3mm] GASKET GROOVE DETAIL C867mm] 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 G "{ PUBLIC WORKS `U DEPARTMENT MANHOLE FRAME AND COVER DECEMBER 2008 T CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com sht © 2019 CPH Consultants, LLC. All Rights Reserved. 2" CLAS *2" TO 6" C OR CI 2" CLASS 'B' CRUSHED ROCK, FLOWAE — OR AS REQUIRED BY ENGINEER RECESSED LIFT POCKET E­--1 0 3/4" LETTERING "SEWER" o�oOE� e SEWER e 'REF. 2BOLT SOC. (ALLEN HEAD) - " - 11 X 1.5 STAINLESS o o o EL PART #00981177 - 1-3/16" 8" CL/ 10-1/2" 5/iASPHA " 1/4" 12-1 /2"�{ 2-1/4" CAST IRON RING AND COVER 45' (1/8) BEND Not to Scale FRAME I A\IrTrh DR DABLE PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3598 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. MIN MIN MIN MIN MIN STD. PLAN - 403.1 ,..�` PUBLIC WORKS 8" OR 6" CLEANOUT APPROVED: DEPARTMENT FOR SANITARY SEWER MAIN 17 6.5' MIN. �I 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN * FOR MINIMUM STANDARDS, SEE DWG# HR-05, SP PAGE H032 OF CURB OR OF PAVEMENT ;ENTER LINE OR ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ti p ADOPTED CITY OF RENTON ♦ 4 STANDARD PLANS LET DATE: 02/05 DWG. NAME: H032-1 SP PAGE: H032.1 SHACKLE RODS W (SEE NOTE 7) LIMITS OF PIPE ZONE FEEMENE/M 11! 0 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. STD. PLAN - 405 • PUBLIC WORKS PIPE BEDDING APP OVEO: �„ DEPARTMENT FOR SANITARY SEWERS 6 weu w",e DATE TYPE A BLOCKING S TYPE B ti� O CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3 n PUBLIC WORKS FITTINGS DEPARTMENT MARCH 2O10 U CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEN PHILLIPS PLS SCALE: STANDARD DETAIL REV. BHB 8/22�18 JBS DESIGNED: BRYCE BESSETTE RECORD DRAWINGS MRL 3/11/19 JBS DRAWN: JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE AccoRDwcLv N O. REVISION BY DATE AP P R APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M r r�� I�EX. SEWER MAIN PROPERTY LINE ---SPOOL (LENGTH AS NEEDED) i 5 o 3,-0„ 6" SEWER STUBE SEWER MAIN TEE X 6" TEE I w) COUPLING (TYP.) a I I O! r I x c� �I i r — ------------------ J F--------- FUTURE 4" SIDE SEWER /1 \- 2% 4" STUD MARKING POST PAINTED 6" CAP J WHITE WITH THE WORD "SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL. SPECIFY "SEWER" ON LID). (SEE STD. PLAN 403.1 FOR INSTALLATION) r JM EAGLE THREADED CLEAN -OUT ADAPTER HUB L , BEND AS & PLUG (OR APPROVED EQUAL) REQUIRED EXISTING SANITARY _ SEWER MAIN 9 MIN SLOPE -3 --2.0 . \ \ FUTURE 4" SIDE SEWER 6" SEWER STUB ` 6"X6"X6" WYE `FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR R111P SEWER CONNECTQNS TO EXISTNG SEWER MAIN 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 & 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 -DRILLED. / o�S 3000 PSI MIX /ph �� CONCRETE y • / pNG �K�NG BLOCKING �� ZS �MpI eL° - MIN SLOPE HORIZONTAL 6" TEE 6" MIN. SEWER SEWER MAIN MAIN CONCRETE BLOCKING ANGLIF OF TEE AT MAIN BETWEEN 25' AND 45' TYPlG SIDE SEWER NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMI MA 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 PR PUBLICWORKS APP DEPARTMENT INSTALLATION 4DA�T (SEWER MAIN TO PROPERTY LINE) hkN�Yb M SC OV WAS A-� 4 co 6 M 37610ISTS �s8IONAL • THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. RAOZ%kC TY OF RENTON Planning/Building/Public Works Dept. W-393409 S-393409 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS WATER AND SANITARY SEWER DETAILS I W DATE: 5/1/18 Q FIELDBOOK: PAGE: N DRAWING NO: C4.102 Z I S1EE- OF: 37 48 (n