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HomeMy WebLinkAboutzT-3934SetTBLOCK CGRD1391501 CSIT1391501 CUSD1391501 CUWS1391501 co KEYMAP CNOT1391501 O OI LU M 1391501 0 W I- 42 U-1 Lii a J a N z 'LU V ) 11 STA 19+2718, 13.79' T CB75, TYPE 2-48" STA ' LTT +1 16.93' CB76, TYPE 1 BI I STA 30+13.86, a I p I 7 INIT =1 _J i 7, 530 IE � A 99LF 10 I BPE= 72.0 I r�MM 01 68.2 BPE= 74.0 M PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. SEE C3.03 STA 19+27.16, 10.27' T STA 98+34.56, 10.00' T INT 97+97.48 WELLS AVE N n 11 5 = gn-+.59 A7 N .39TH r.r 'J IE=fi7-.-6:2 69.2 16 CB 70, TYPE 1 STA . , . ' LT 19+42.45, 9.15' CB65, TYPE 1 STA :29i-24.-79.91' LT 20+24.14, 10.0 ' o � 5 ' I ROW I 8 (TYP.) ryLO I - od S 0 SS S W N T W W b 9 (TYP.) I c� W W a a 1 o r■ Of 4 DO a ,\, III I � O 4RD RD - RD RD - RD CB71, TYPE 1 Of STA ' T I IE= 6BPE= 20- ' 9.32' 0 45 LF 10 C I7,28SF I 76.0 TOE p 12 TYP. / 1 RD IE= BPE= 7 . RD STA 97+87.03, 3 .80'0 T 8 (4 TOP 80.0 7,181 SF TOE 76.0 RTT 9_111�111 I` STA 98+34.56, 10.00' TC5 1 Cn S 7,021 SF a 4 a + ------ CURB RETURN TABLE NO. RADIUS L d FOC LOCATION FOC ELEV. O1 25.0' 39.0' 89°19'23" PC=20+18.38, 10.00' T 73.99 6\2=20+35.60, 17.57' T 73.44 PT=98+32.06, 10.00' T 71.38 25.0' 39.6' 90°40'37" PC=20+17.55, 10.00' T 73.95 A\2=20+35.33, 17.42' T 76.36 PT=97+62.06, 10.00' T 78.76 T a� D- F M CEMENT CONCRETE DRIVEWAY � ENTRANCE - TYPE R1 PER COR STANDARD DETAIL 104.1 vA 12 7,021 SF RD RD B_PE = s a & a I nCB 61,TYPE 1 A ' RTT 97+56.07, 9.13' LOW PT STA: 19+05.24 LOW PT EL: 69:15 PVI STA: 20+26.38 z ..PVI STA: 19+16.91 PVI EL: 74.80 cJ PVI EL: 68.78 AD: -3.50 Q 85 AD: 7.50 K. 14.29 50.00' VC cn 85 K: 667 z 50.00.VC rn rn i +� pN U d p N� N� O-I-1I 04 �! 80 + 00 . -I c� rn o vi Lii Gi W N 0)J ... .... .... ... 80 .................... vvvv FINISH GRADE mmj� I LW z o » ROADWAY mm �cr_ WL`I po po EXIST. GRADE 009 75 + o ROADWAY 75 ._per UJ /-07 70 _ 82LF 12SD 70 .... SD S / 19LF „ 12 S 3�F 12 r �C86 TYPE 1 p 9 _ -' M=;z4:-95-74.01 IE(12"S)=q+-99-71.06 65 j0 - - 1451� B7 P _ _ _ _ _ - ... ...... IE(12"W)=F1--89-71.06 65 ------RIIG p CB76, TYPE 1 T L IE(12" - 67.07 0 BI-DIRECTIONAL VANED GRATE IE(6"N)-67:56 67.32 RIM---& S. 68.99 m IE(12"W)=6� 6�67.07 60 IE(12 E)-6 . 65.56 �� 60 IE(6"W)-6&..$2-65.64 C875� TYPE 2--48 RIM-f z'&69.24 IE(12"N)=6;§.-4;3 65.34 26LF 12" SID IE(12"S)=65.4z3-65.49 IE(12"E)=-4rr65.44 55 65 - S--2q�, 0' IE(12"W)=66,4;3 65.44 55 2.669' I I I I CB71, TYPE 1 RIM=-& 69.19 EXIST. GRADE AT ROADWAY (TYP.) IE(12 "N) 766.19 1E(675)=66r551 66.39 FINISH GRADE AT ROADWAY (TYP.) 50 F 50 L>7 N LnLn 'M O00 � 18+80 19+20 19+60 20+00 20+40 N 39TH CT CONSULTANTS CITY OF RENTON PERMIT SUBMITTAL BHB RECORD DRAWINGS MRL 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 NO. REVISION L ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. 20+80 1/ 1 8 J B S SURVEYED: STEPHEN PHILLIPS PLS SCa_E „ 1 =20 9/19 JBS DESIGNED: BRYCE BESSETTE DRAWN: JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATE APPR I APPROVED: DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 7 19+44.19, 10+00' RT 16' 8 19+76.20, 10.00' RT 16' NORTH 40TH STREET 0 1 9 17 3 2 10 16 W 5� 4 11 Q P � 05 12 15 Q P 6 7 g 14 a - 13 KEYMAP NTS VERTICAL, VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SC Q CIO 6 M 37610 .� C7STE4 1� "ZONAL 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. R C TY OF RENTON %197 Planning/Building/Public Works Dept. CONSTRUCTION NOTES OREMOVE EXIST. CB. FILL VOID W/ 7" HMA OVER 6" CRUSHED ROCK AND SUITABLE BACKFILL. OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTION TO MATCH EXIST. 0LUMINAIRE PER ILLUMINATION PLAN. 0 APPROX. LIMIT OF GRADING. OTYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15- 03. 6O 4" WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008. OROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. H031. OCEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER PLAN. Og TYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101. 10 6" PVC ROOF DRAIN COLLECTION PIPE PER COR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN. 11 SINGLE DIRECTION CURB RAMP PER WSDOT STD. DET. F-40.16-03. @CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 AND 104.3. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH. 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER COR STD. PLAN H026. SEE NOTE 7 BELOW. GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 14 W/ STOP SIGN. 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ CITY 0 STANDARDS. 16 FIXED WOODEN BOLLARD PER COR STD. PLAN H022. 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4-D. SIGN INSTALLATION PER COR STD. PLAN G012. 19 CONN. TO EXIST. CB. 0204.30.RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN REPLACE EXIST. RECTANGULAR VANED GRATE W/ RECTANGULAR @SOLID METAL COVER PER COR STD. PLAN 204.10. ADJUST TO FINISHED GRADE. 22 "NO PARKING ANYTIME" SIGN INSTALLED PER COR STD. PLAN G012. 23 ABANDON EXIST. CB. 24 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 NOTES: 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION. 3. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS WILL BE APPLICABLE. 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. 7. PROTECT EXIST. MAILBOXES. CONTRACTOR SHALL ENSURE CONTINUED ACCESS TO EXIST. MAILBOXES THROUGHOUT THE DURATION OF CONSTRUCTION. N 0 5 10 VERT. IN FEET T-393401 0 20 40 R-393412 HORIZ. IN FEET 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: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE DRAWING NO: C3.01 z SHEET-. OF: U-+ 12 48 (f) TBLOCK CGRD1391501 CSIT1391501 CUSD1391501 CUWS1391501 KEYMAP CNOT1391501 C'7 co 0 LLJ I- i \W LLJ J Q N z LU d / sz / Lv � J Fa W o� CD �o J mQ M J o¢ /Y U 0 s a� U� 4al - CD v Cu a Q CU U w Cu LE / (y) CP --w-1 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 1ht © 2019 CPH Consultants, LLC. All Rights Reserved. IE= 6- M TOP 82.0 �2 TOE 80.0 � F IE= 79.0 TOP 82. <6 Tq / / / / / / / / BPEi82.0 / / / / / / / / / I I I I I I PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. Rd RD RD IE=69.6 \ 0a AD c o = 19+00.00 N 39TI• o� BPE=69.0 - \ v� IE=66..e CB76, 3 / Ro 66.2 STA 3C RD D RD - - RD - RD - RD 7.11SF M v 1, TYPE 1 C3.01 v RD RD TYP.) 24 BPE= 72.0 v v SEE C3.01 RD ---------- - - - - - - - - - - I BPE=69.0 ` I 138LF 1Z�12"SDI --10.36%� I - IE=i �075, TYPE�2-48"� a STA 19+19.56; 16.93' LT STA 19+32.63, 11.29' T 11 00 rn BPE= 69.0 CB70, TYPE 1 TOP 60.0 TOE 54.0(6) as _08_ 0� BPE= 62.0 95 PV/ STA:, 29+41.50 95_ _ PVI EL: 73.97 AD: -9.90 K: ' 3.53 35.00' VC 90 90 Nc0 LoLO - O Nr-� N^ LOW PT STA: 30+ 14.64 1 LOW PT EL: 68.95 85 EXIST. GRADE m m w w PVI STA:29+89.64 85 @ ROADWAY PVI EL: 68.67 AD: 12.00 K: 5.00 J� 60.00' VC \� 80 NNIN J�-:. 80 + ALL_ NO +0) rn._ UU ai +� o00 \. (r)W, Gi p0) 0iw rnQ 75 _ 1.109 \ co c000 z , �, � N 75 \ \ -1.109 FINISH GRADE (z) 0 0; co 0 @ ROADWAY o+ + cn W W -_ 8" DI WA MAIN � p \ 65 �0[ U \ 65_ _ LJ n C876, TYPE 1 m BI-DIRECTIONAL VANED GRATE 60 o RIM-68.99 60 m IE(12 E)65.56 IE(6"W)-66.6:2 65.64 0 ° 55 55 65 65 CB75, TYPE 2-48" 0.649 S-19.5iff RIM=69.2:5 69.24 eLF12" SD 50 60 1E(12"N).365.34 19LF 60 59 IE(127S)=£5-465.49 IE(12"E)65.44 IE(12"W)=65.4z365.44 EXIST. GRADE AT ROADWAY (TYP.) FINISH GRADE AT ROADWAY IL Ll YP. GO''14- n,N o �I� �I� �I '0p �I 1 � . � :O I Q0 Q0 28+40 28+80 29+20 29+60 ROAD C CITY OF RENTON PERMIT SUBMITTAL I A I RECORD DRAWINGS N0. REVISION 30+00 30+40 30+80 B H B 5/ 1 / 18 JBS SURVEYED: STEPHEN PHILLIPS PLS SCA-E 1"=20' M R L- 1 9 1 9 JBS DESIGNED: BRYCE BESSETTE DRAWN. JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATE APPR I APPROVED: 10 NORTH 40TH STREET 0 = 9 17 `�01� 3 2 10 16 W 5� 4 11 P 5 12 15 Q 6 8 13 14 a KEYMAP NTS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SC �F WAS Q CIO 6 M 37610 wq w� .� C7STE4 1 �s"ZONAL �G IIR 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 OREMOVE EXIST. CB. FILL VOID W/ 7" HMA OVER 6" CRUSHED ROCK AND SUITABLE BACKFILL. D SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTION TO MATCH EXIST. OLUMINAIRE PER ILLUMINATION PLAN. 4O APPROX. LIMIT OF GRADING. OTYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15- 03. 6O 4" WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008. OROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. H031. OCEMENT CONIC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER PLAN. Og TYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101. 10 6" PVC ROOF DRAIN COLLECTION PIPE PER COR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN. 11 SINGLE DIRECTION CURB RAMP PER WSDOT STD. DET. F-40.16-03. @CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 AND 104.3. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH. 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION 0 BOX UNIT PER COR STD. PLAN H026. SEE NOTE 7 BELOW. GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 14 W/ STOP SIGN. 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ CITY STANDARDS. 16 FIXED WOODEN BOLLARD PER COR STD. PLAN H022. 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4-D. SIGN INSTALLATION PER COR STD. PLAN G012. 19 CONN. TO EXIST. CB. 0204.30.RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN REPLACE EXIST. RECTANGULAR VANED GRATE W/ RECTANGULAR 21 SOLID METAL COVER PER COR STD. PLAN 204.10. ADJUST TO FINISHED GRADE. 22 "NO PARKING ANYTIME" SIGN INSTALLED PER COR STD. PLAN G012. @ABANDON EXIST. CB. 24 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 NOTES. 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION. 3. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS WILL BE APPLICABLE. 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. 7. PROTECT EXIST. MAILBOXES. CONTRACTOR SHALL ENSURE CONTINUED ACCESS TO EXIST. MAILBOXES THROUGHOUT THE DURATION OF CONSTRUCTION. (N7 0 5 10 IN FEE40 T-393402 OVERT. 20 HORIZ. IN FEET R-393413 IN COMPLIANCE WITH CITY OF RENTON STANDARDS It DATE: SENZA LAKEVIEW 5/1/18 Q ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK J PACE: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 7,777 NO C3.02 Z SHEET-. OF: U/-+ 13 48 ( ) TBLOCK CSIT1391501 KEYMAP OTOP1391501 CNOT1391501 co CGRD1391501 CUSD1391501 O OI LU M 1391501 III CUWS1391501 0 W I- i L1J Lii a J Q N z LU m 75 M CD U m d / a, a, sz 3J/pq 3:W CD W 00 J / Q J Q CD / U U 0 L Q� / ('") �� 4g, Lv �CD cu a Q \ u z U w w / (y) _TI CB55JYPE 1 Poaa TVDC- 1 PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. C 5 7,929 SF BPE= 66.0 21 CB130, TYPE II-48", SOLID LID STA ; LT 99+89.14, 12.0 3 n SEE C3.05 CURB RETURN TABLE NO. RADIUS L d FOC LOCATION FOC ELEV. O1 25.0' 39.0' 89°18'48" PC=99+57.41, 10.00' T 65.44 d 2=99+74.98, 17.22' T 68.14 PT=40+34.49, 18.01' T 70.84 O2 25.0' 39.6' 90.41'12" PC=99+56.57, 10.00' T 65.30 d 2=99+74.35, 17.43' T 64.74 PT=39+64.48, 18.01' T 62.96 NO TH 40 H STREET 9 ~ 17 � 3 2 10 16 W 5� 4 1 Q 5 2 15 �P 6 7 3 14 KUMAP NTS Or- INT 100+00.00 WELLS AVE N DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 1 99+13.50, 10+00' LT 16' 2 98+77.71, 10.00' LT 16' 9 99+21.81, 10.00' RT 16' 10 98+83.81, 10.00' RT 16' 11 98+02.31, 10.00' RT 16' 12 97+43.30, 10.00' RT 16' 13 97+08.30, 10.00LT 16' I FINISH GRADE ROADWAY 85 0 85 m - S ' - r"�, + CB55, \ ?S 80 - 9 z 80 IE(6"S - )6 5.1 LOW PT STA: 99+55. 7 LOW PT EL: 65.55 PVI STA: 99+05.20 SS H15 - _ - - PVI EL: 64.29 z W 75 R1 -85.8� - - 1 0.00' VC 75 IE - -. ��785 SO N � \ IE( )8-78.8 8(10 \ \ \ + rn _ _ EXIST. GRADE ROADWAY' 0) L6 A O oZ o 70 vv - Ui�i oo- 70 • ��9 a m R 79.4 mm z ,, 8 DI WA MAIN �\\ ww +oc o ci o + 1 F 12" SD IE 12 - 6.25 S 1.949 IE 12�N)= 76.15 IE 12 E)- CB65, T E 1- 65 IE 6"W =76.78 RIM= 74.01 65 IE(12V) 1-99-71.06 60 75 SSMH10 193 „ --____ -� _ _ ONN.__TO EXI 60 Ll - IE(S)- 62.81 O 1 L CONTRACTOR TO IE(W)= 62.88 S_ 13 VERIFY LOCATION IE(N)= 62.68 0.0,3 6��0 AND DEPTH. I 55 0 55 S\�� Sp 18L IM=6�8rr66.08 C861, TYPE 1 CB115, TYPE 1 g 12,E 5 CB130,1 W� -- `'' 06D LID RIM=�9-��79.40 RIM=6$�1-68.95 IE(12 SW)G=n66.l95 66.02 0 S 0 IE(12" -$'$ 28 50 IE 6"E)=76.87 1 04% IE(12"S 2 50 CB120, TYPE 1 CB12 TYPE 1 EXIST. CB 6, T PE 11 48 " RIM=65-5-5r65.42 RIM- 65.46 RIM=67.31 EXIST. GRADE AT ROADWAY (TYP.) IE(12"W)--6�--8 61. IE(12" )=6� 6r�61.5 IE(18'E)=61. IE(12'N)-62. 1 3 IE(121NE)-6!.e5-61. 5 IE(12" )-61.65 61.5 45 I r FINISH GRA E AT ROADW, Y 12 (TYP.) IE(6"E)-62.55 61.82 IE(6" )=62.15-62.11 IE(18"W)=6 L 2 45 n oI� �',CN �,N �,00 r\ �'Ui N ' N'� GO r 00 00 00 96+40 96+80 97+20 C P _'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. 97+60 O C4 �'00 N'00 �,�0 �,cLOo 0i C6 O' to �. 98+00 98+40 98+80 99+20 99+60 100+00 ROAD A 100+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 )REMOVE EXIST. CB. FILL VOID W/ 7" HMA OVER 6" CRUSHED ROCK AND SUITABLE BACKFILL. OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION TO MATCH EXIST. OLUMINAIRE PER ILLUMINATION PLAN. OAPPROX. LIMIT OF GRADING. OTYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F-40.15-03. 6O 4" WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008. OROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. H031. OCEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER PLAN. Og TYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101. 10 6" PVC ROOF DRAIN COLLECTION PIPE PER COR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN. 11 SINGLE DIRECTION CURB RAMP PER WSDOT STD. DET. F-40.16-03. 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 AND 104.3. REFER TO DRI VEWA Y TABLE THIS SHEET FOR LOCATIONS AND WIDTH. Q-)MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER COR STD. PLAN H026. SEE NOTE 7 BELOW. 0GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 14 W/ STOP SIGN. 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ CITY STANDARDS. 16 FIXED WOODEN BOLLARD PER COR STD. PLAN H022. 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4-D. SIGN INSTALLATION PER COR STD. PLAN G012. 19 CONN. TO EXIST. CB. 20 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30. REPLACE EXIST. RECTANGULAR VANED GRATE W/ RECTANGULAR 21 SOLID METAL COVER PER COR STD. PLAN 204.10. ADJUST TO FINISHED GRADE. 22 "NO PARKING ANYTIME" SIGN INSTALLED PER COR STD. PLAN G012 @ABANDON EXIST. CB. 24 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 NOTES. 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION. 3. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS WILL BE APPLICABLE. 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. 7. PROTECT EXIST. MAILBOXES. CONTRACTOR SHALL ENSURE CONTINUED ACCESS TO EXIST. MAILBOXES THROUGHOUT THE DURATION OF CONSTRUCTION. 0 5 10 VERT. IN FEET T-393403 0 20 40 HORIZ. IN FEET R-393414 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEN PHILLIPS PLS S _F 1`20' HORIZONTAVERTICL: NADU1988 1983/1991 DATUM c C TY 0 RENTON ' Planning/Building/Public Works Dept. SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE DAZE: 5/1 /18 1 CB60 AND CB61 RELOCATION BHB 8/10/18 JBS DESIGNED: BRYCE BESSETTE L RECORD DRAWINGS MRL 1 9 19 JBS PAGE: OOK: PAGE: DRAWN: JOE AMARO ONE INCH DRAWING NO: C3.03 CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION B Y DATE AP P R I APPROVED: SHEET: OF: 14 48 TBLOCK CGRD1391501 CSIT1391501 CUSD1391501 CUWS1391501 co KEYMAP I CNOT1391501 OTOP1391501 OILUM1391501 0 W I- i W W J Q N z W d / a, a, sz �w �J �W CD W 00 J J Q oY / U U O A L a cu J� Lv �O cu a Q U w N STA 45+9926, 22.50' T . STA 45+99.26, 18.00' T 11 :8)@BEGIN vv T v, - _ - - - 'EXIST. STRIPING 010, TYPE 1 ST . , ' RT -_ W W A7+49.82, 1 Z 11 W hF'J vr1. CB5, TYPE 1 46+02.25 17.33' STA 45+79.26, 1�.00' T STA ' RT 47+0 2 nn BEGIN - - 'WBEGIN owl WWII ROW CJ. -r i I� OAENISPACETRACT V. - - - - - - - - - - INT 50+00.03 LAKE WASHINGTON BLVD - -- -------- --- WN. OF S W-114 -OF_NW-114 OF SE_C � TWP 241Vy R5E W M, - _ _ _ , = 38+12.07 N 40TH _STREET _ - _ CONSTRUCTION NOTES CB20, TYPE -1 - - - STA 'RT - - - -- OAND REMOVE EXIST. CB. FILL VOID W/ 7" HMA OVER 6" CRUSHED ROCK - 49+84.30, 17.98' - - STA 38+35.21, 18.11' T 5 SUITABLE BACKFILL. _ ROW CB15, TYPE 1 STA 49+77.00, 10.37' fi W\ W W WST>A9+0�4 � 1727; RT W W END _ - - O SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. GAS �i+� - - PAVEMENT SECTION TO MATCH EXIST. SAKE WASHINGTON BLVD NORTH 49+00 O LUMINAIRE PER ILLUMINATION PLAN. N39°49 6 E 48+00 50 0 � F :, 4O APPROX. LIMIT OF GRADING. O TYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DET. 17779 5 F-40.15-03. _ ---sue __ ---- -SEEM- --- 6O 4" WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008. ROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. - - - UTOE - 0 -- -- - -- - - - - H031. 7 CEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER i - 5 8 PLAN. 5 I ate o O TYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. as-aa ==ate -- as - • PLAN 101. 4.5' ROW DEDICATION 19 21 C8145,_ TYPE II-48 SOLID LI • m SEE SHT. C3.05 - - ° 10 TYP. �E= (� • m 10 6" PVC ROOF DRAIN COLLECTION PIPE PER COR STD. PLAN 225.00, IE=56.0 o TOP 59.0 - - - _�, -- �0_-TOP 60.0 - - °� \ <6 TOE 53.0 -° TOE 54.0<6� _ APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN. SINGLE DIRECTION CURB RAMP PER WSDOT STD. DET. F-40.16-03. 7.5' PRI TF_ __ \ 6'�i \ � CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 SD ES \ - - - - - � o MON ME C \ 12 AND 104.3. REFER TO DRI VEWAY TABLE THIS SHEET FOR BPE-62.0 �� g LOCATIONS AND WIDTH. �- - MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION 13 SEE C3.07 BOX UNIT PER COR STD. PLAN H026. SEE NOTE 7 BELOW. G GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 W/ STOP SIGN. 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ CITY STANDARDS. 16 FIXED WOODEN BOLLARD PER COR STD. PLAN H022. J z N EXIST. GRADE 55 ROADWAY �, 55 .... _ O z - - - - - - - - - - - - - - - - - - - - - - - - 0 Q) pp 50 - - - _ _ _ + 4 00 50 0 148LF 12" SD - - _ - - --_-_---------- ----------__ z 0 151LF 12" SD S=9-7$3o 0.839 O 84LF 12" Sp 45 S= 45 CB5, TYPE 1 1.19% RIM-51.%5 51.60 S-3o IE(12"NE)=-k8fi57-48.40 LJ 1.05% IE(6"SE)=48-&6 48.65 CB 0, TYPE 1 RI = 50.72 40 IE( 2 SW)=-f 7-. 86-47.17 40 IE( 2 E)=47-.-99-4712 .. ....... _ CB15, TYPE 1 C820, TYPE 1 IE( " E)=8 4732 RIM--48-9-748.88 RIM=8-35 48.18 --- -k3322---44 -, 7IEE(1122 -Q - -- - - -- - - -_ I ------------------- � -----=--------- 1 -4EP2-NE) Orr - SE�=- 44.23-35 - - E( ) 45.38 35 ............... .................... 35 30 FEXIST GRADE AT ROADWAY (TYP..) 30 QO QO _n' LO L' P' Ln LO V) 14-' <t <t `I d d <t 45+60 46+00 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. 46+40 46+80 47+20 47+60 48+00 LAKE WASHINGTON BLVD CURB RETURN TABLE NO. RADIUS L A TBC LOCATION TBC ELEV. O25.0' 22.4' 5120'43" PC=49+79.32, 18.00' RT 48.16 412=49+90.15, 20.47' RT 48.55 PT=38+32.71, 18.00' RT 48.94 48+40 48+80 49+20 NORTH 40TH STREET 1 2 13 17 16 15 14 KEYMAP CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: SCALE /� C� C� 1988 STEPHEN PHILLIPS PLS VERTICAL: NAVD 83/1 RECORD DRAWINGS MRL /9/19 JBS 1 -20 HORIZONTAL: NAD 1983�1991 DESIGNED: - BRYCE BESSETTE DRAWN: JOE AMARO ONE INCH DATU M CHECKED: AT FULL SCALE JAMIE B. SCHROEDER, PE IF NOT ONE INCH N 0. REVISION - i" DATE AP P R APPROVED: SCALE ACCORDINGLY 49+60 50+00 a StIff- vS ZONAL �N. • 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. R C TY OF RENTON %197 Planning/Building/Public Works Dept. 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. SMUTCD TYPE 4 END OF ROADWAY MARKER OM4-D. SIGN INSTALLATION PER COR STD. PLAN G012. SCONN. TO EXIST. CB. 20 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 0 204.30. REPLACE EXIST. RECTANGULAR VANED GRATE W/ RECTANGULAR @SOLID METAL COVER PER COR STD. PLAN 204.10. ADJUST TO FINISHED GRADE. O22 "NO PARKING ANYTIME" SIGN INSTALLED PER COR STD. PLAN G012. O23 ABANDON EXIST. CB. 24 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 NOTES: 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION. J. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS WILL BE APPLICABLE. 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. 7. PROTECT EXIST. MAILBOXES. CONTRACTOR SHALL ENSURE CONTINUED ACCESS TO EXIST. MAILBOXES THROUGHOUT THE DURATION OF CONSTRUCTION. N 0 5 10 VERT. IN FEET 0 20 40 T-393404 HORIZ. IN FEET R-393415 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 1i I W DATE: 5/1/18 Q J FIELDBOOK: PAGE: DRAWING N0: N C3.04 Z W 111E--. OF: 15 48 ( ) TBLOCK CGRD1391501 CNOT1391501 CSIT1391501 CUSD1391501 co CUWS1391501 KEYMAP C) OTOP1391501 OILUM1391501 U-1 I- 42 U-1 Lii a J Q N Z LU m 75 In CD U d / sz / 3pq J �W LL CD W 00 J / Q J Q CD / U U o s Q� /(y) �� 4g, Lv �CD cu a Q \ u z U w �"L I. UN C;,S. 7 UL SEE C3.07 PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. JJT JV.JJ� J.1 / tzn)An �nrlAF7 ......... ........ ........ ..... ..... .... ..,....... EXIST. GRADE ....... . ......... ... . . ROADWAY .. .. . .. y .. y . ... ... . . . . . . �.. y >- . . . . . i . . . . . ........... i.......... 75 ....i ....... .. i : y �y . y .. -_ ....may _ :. . 75 i �. .!y ... . . . . . . . . . . . . . . is.y y i i i i �,. ..... 70 ! .. EXIST 12" y. 70 �........ y / . . . . i �.. WA MAIN �.. . . . . . . . . . . . . . iy is ,.y�. y .�. .. �.y....... ... ... ... ... ........ ........ y y iy. is is .� . y . ii . : ..: : �. . 65 y. ,y y� 65 ................. -.. ...... J i yy ii �/ �.� �i. . . . . . . ii j y: i . . . . . . . . . . . . . . .. .. .. .. . y! E i ce. . . . . . . . . . . .i�.�.!/ . . . . . . . . .. ... ... ... ... . . . ... ... y��I.yI// X j.�: . . . . . . . . . . . . . . . . . .� ... 60 . . . . . . . . . . i ...... y i i. .y. . 60 . . . . . y jy �. . . . . . i i. . . . . . . . . . . .. y . . r� y y.! . i. . ......... ....... y ....... y �y .�, y �. y .�. 0 .�. ......... ........ ........ .... . ........ ........ ........ ........ ........ ........ 55 y!� 88 LS i,' ' O ......... ...... ..... ........ ...... ..... ........ ...... 55 y y y � � 49LF 12'ySD y y i r �� '� EXIST. CB 6, TYPE II 48" y ' ! / � �.� . .. i. RIM-67.31 nca FAS'_fi y y. i i IE(18"E)=61.41 . 50 0 _ � �'_ ( IE 18"W) 61.12 50 z(n LJy �' y y ii i . .. .. .. .. i 5, TYPE 1, SOLID LID 45 �_ y / i RIM=55-38-55.47 3 45 1E(12 E)=5!.88-52.01 CB130, TYPE II-48", SOLID LID _ , -� IE(12"SW)-51-88 51.91 RIM=6 65.37 IE(12"W)=56.19-56.22 IE(12"S)-5fr1-8-56.32 40 CB140, TYPE 11-48" SOLID LID 40 RIM=54.96 EXIST. C TX L� 2-48" IE(12"S)=51.196-51.00 , IE(12"NE)-:51-6e51.00 RIM=4 5 1E(18'SW)=41:95 IE(18"W)=69.69-50.50 IE(24'NW)-41.45 IE(6"SE)=.54T5�51.78 35 35 IE(18"SE)=43.34 EXIST. CB 5, TYPE II 48" RIM=51.43 EXIST. GRADE'ELEV. IE(18'E)=45.69 AT ROADWAY (TYP.) IE(18'NW)-45.54 30 30 � N N Ln00 co Ln c co' 38+00 38+40 38+80 39+20 39+60 40+00 40+40 40+80 41 +20 41 +60 1 NORTH 40TH STREET CP --w-1 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 0 2019 CPH Consultants, LLC. All Rights Reserved. 0 5 10 VERT. IN FEET 0 20 40 HORIZ. IN FEET CONSTRUCTION NOTES OREMOVE EXIST. CB. FILL VOID W/ 7" HMA OVER 6" CRUSHED ROCK AND SUITABLE BACKFILL. OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTION TO MATCH EXIST. O3 LUMINAIRE PER ILLUMINATION PLAN. 4O APPROX. LIMIT OF GRADING. OTYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DETT, F- 40.15- 03. 6O 4" WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008. OROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. H031. OCEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER PLAN. Og TYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101. 10 6" PVC ROOF DRAIN COLLECTION PIPE PER COR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN. 11 SINGLE DIRECTION CURB RAMP PER WSDOT STD. DET. F-40.16-03. CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 12 AND 104.3. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH. 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER COR STD. PLAN H026. SEE NOTE 7 BELOW. 0GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 14 W/ STOP SIGN. 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ CITY STANDARDS. 16 FIXED WOODEN BOLLARD PER COR STD. PLAN H022. 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4-D. SIGN INSTALLATION PER COR STD. PLAN G012. 19 CONN. TO EXIST. CB. 20 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30. REPLACE EXIST. RECTANGULAR VANED GRATE W/ RECTANGULAR @SOLID METAL COVER PER COR STD. PLAN 204.10. ADJUST TO FINISHED GRADE. 22 "NO PARKING ANYTIME" SIGN INSTALLED PER COR STD. PLAN G012. 23 ABANDON EXIST. CB. 24 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 NOTES: 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION. J. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS WILL BE APPLICABLE. 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. 7. PROTECT EXIST. MAILBOXES. CONTRACTOR SHALL ENSURE CONTINUED ACCESS TO EXIST. MAILBOXES THROUGHOUT THE DURATION OF CONSTRUCTION. NORTH 40TH STREET 9 ~ 17 3 2 10 16 1 W 5� 4 11 Q P � S C 5 12 15 Q oe 7 wA5 �P � � .� 6 8 13 14 a �lT� T-393405 KEYMAP R-393416 37610 wq w� ScISTS �Gti' IN COMPLIANCE WITH CITY OF RENTON STANDARDS ZONAL 1 • 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. CITY OE RENTON PERMIT SUBMITTAL BHB 5�1�18 JBS SURVE ED: STEPHEN PHILLIPS PL`_ _E 1"=20' 1988 HORIZONAVERTICLNADD1983/1991 DATUM C T� O� VRENTON ' Planning/Building/Public Works Dept. SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE DAZE: 5/1/18 RECORD DRAWINGS MRE 1/9/19 JBS DESIGNED: BRYCE BESSETTE FIELDBOOK PAGE: DRAWN: JOE AMARo ONE INCH DRAWING NO: C3.05 CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION -". i" DATE AP P R APPROVED: E-: OF: 16 48 TBLOCK CGRD1391501 CNOT1391501 CSIT1391501 CUSD1391501 co CUWS1391501 KEYMAP O OTOP1391501 OILUM1391501 0 U-1 I- i L1J Lii J Q N z LU m 75 CD U / m O d / sz 3J/pq 3:W CD W 00 J / Q J Q CD / U U O C L a (y) / ('") �� 4g, Lv �CD cu a Q U w U / (y) C z ct�W UR CC INT 60+00.00 AR AVE N = 42+81.52 N H STREET I I � I \ p(DZ 00oo Q Q) II N N \ 'b�ww / I z do OP \ PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. 00 o 00 N_N_ m�ww cn ��__ o o cn 3:dc 0 d0 5 �' d0�0 - d0 - - d - - - - -U- 0 d0 t�dO -- ---- v M� ; � - gin- i �1 1I d0 B200, Contech CB - - "v"I i -- M _ M - nn M ' -� -i M as 1 19 STA ' RT CB205 TYPE�I--48" �_ M M 60+48.80, 17.33' i I I i ROW � STA ' RT 1 .��l�2:� , - -- - --- _=--_---_--_-_-----_� __- --- 61+86.11, 16.14'---- - ---- +0� PARI�(AVENUE N R sb� sd� - RT 63+00 ------ _------------ - SS SS - U 99 - �, 11, ya ui COLLECTOR - » ---- - _ - Q -} �- SS EXIST _�2 -S -- �S ( )_ _ CB210, (TYPE II-48 S S ,' RTT ---- -- - - _ - - `-� -_ -� - 16.31 0 - -- ���•�11 a ocy 0 7IE=1 . 10 100LF as aa- as -aa 7' ROW DEDICATION 17 8, 955 SF ON ON \y N a 16 I E= i69.6 7,580 SF 108.4 1 n-r V , I----------- aaaaaa &10 aN IE=112.5 15 72LF c 7,580 SF BPE115.5 114 A A!1 d0 (IS d0 c0 - aS aS r77'-- M M SVLD SVO 64+00 EXIST. 12" SD SS ROW; - - IE=116.0 14 7, 586 SF � - OQ BPE=119.0 - -- // O: 60+00 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 62+40 62+80 63+20 63+60 PARK AVE NORTH CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: SCALE STEPHEN PHILLIPS. PLS 1 RECORD DRAWINGS MRL- 1 9 19 JBS DESIGNED: 1"=20' BRYCE BESSETTE DRAWN. JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH N 0. REVISION -". i" DATE AP P R APPROVED: SCALE ACCORDINGLY CURB RETURN TABLE NO. RADIUS L d TBC LOCATION TBC ELEV. O25.0' 39.6' 90°40'53" PC=42+38.00, 18.00' RT 95.01 612=42+55.79, 25.43' RT 97.80 PT=60+43.52, 18.00' RT 100.59 DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 14 63+14.81, 18+00' RT 16' 15 62+40.81, 18.00' RT 16' 16 61 +67.53, 18.00' RT 16' 17 60+94.80, 18.00' rt 16' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M N 0 5 10 VERT. IN FEET 0 20 40 HORIZ. IN FEET �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 OREMOVE EXIST. CB. FILL VOID W/ 7" HMA OVER 6" CRUSHED ROCK AND SUITABLE BACKFILL. OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTION TO MATCH EXIST. OLUMINAIRE PER ILLUMINATION PLAN. OAPPROX. LIMIT OF GRADING. D TYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F-40.15-03. 6O 4" WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008. OROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. H031. OCEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER PLAN. OTYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101. 10 6" PVC ROOF DRAIN COLLECTION PIPE PER COR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN. 11 SINGLE DIRECTION CURB RAMP PER WSDOT STD. DET. F-40.16-03. @CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 AND 104.3. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH. 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION 0 BOX UNIT PER COR STD. PLAN H026. SEE NOTE 7 BELOW. GGROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 W/ STOP SIGN. 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ CITY STANDARDS. 16 FIXED WOODEN BOLLARD PER COR STD. PLAN H022. 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4-D. SIGN INSTALLATION PER COR STD. PLAN G012. 19 CONN. TO EXIST. CB. 0204.30.RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN REPLACE EXIST. RECTANGULAR VANED GRATE W/ RECTANGULAR 21 SOLID METAL COVER PER COR STD. PLAN 204.10. ADJUST TO FINISHED GRADE. 22 "NO PARKING ANYTIME" SIGN INSTALLED PER COR STD. PLAN G012. @ABANDON EXIST. CB. 24 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 NOTES. 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION. 3. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS WILL BE APPLICABLE. 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. 7. PROTECT EXIST. MAILBOXES. CONTRACTOR SHALL ENSURE CONTINUED ACCESS TO EXIST. MAILBOXES THROUGHOUT THE DURATION OF CONSTRUCTION. T-393406 R-393417 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW C T Y O N VR RENTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS %197 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE Planning/Building/Public Works Dept. W I W DATE: 5/1/18 Q J FIELDBOOK: PACE: DRAWING NO: N C3.06 Z S11E- oF: 17 48 /� (f) TBLOCK TBLOCK_COR TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. co rn co 0 Lu LU W a J N Z �U-1 d O O S Z_ � W � J �W (4- CD I W o O J / Q J Q CD / U U I --I �:T: OA L Q� U� w "CD (u a Q ", U w (U 6'0 MIN. ROOF DRAIN STUB WITH CLEANOUT, TYP LOT LINE, TYP. El HOU TYP. SE R PRIVATE ROOF DRAIN PUBLIC STORM SYSTEM COLLECTOR PIPE; PRIVATE STORM SEWER 6'!D MINN 3.00' MIN. BETWEEN CTR. OF PIPE AND R.O.W. 0.5%MIN. SLOPE, 2 FT. MIN. COVER CLEANOUT, TYPAT EVERY 90', CURB, SIDEWALK OR 2ND 45' BEND, AND AT 300 FT. MAX. SPACING ON STRAIGHT SECTIONS R.O.W. LINE PRIVATE JOINT UTILITY EASEMENT, ROOF DRAIN TO CONNECT INTO CITY CB, MIN. SIZE TYPE I 5' MIN. WIDTH NOTES: 1. PIPE MATERIALS ALLOWED: PVC, LCPE, TRIPLE WALL POLYETHYLENE (& DI. IF NECESSARY FOR STRENGTH) 2. THE ROOF & FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED 3. FLOW PATTERN SHOULD BE TO THE NEAREST CB IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB. 4. ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY. SIZED FOR 25-YEAR PEAK FLOW. GtiZY p� TYPICAL ROOF DRAIN STD. PLAN - 225.00 1. PUBLIC WORKS COLLECTION STORM SYSTEM .B DEPARTMENT CIVIL PLANS "PgN,�p MARCH 2O08 .� r � O ­3 Cn N C) o � � � M O Cf) M C z M z M 0 �:: F— M 0 M (n C C z z � _U)M D z 0 AAW H SEE COR STD. PLAN 129 FOR POST INSTALLATION DETAILS TYPICAL INSTALLATIO C P CONSULTANTS Site Planning 4 Civil Engineering Land Use Consulting 4 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 ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. BID ITEM (INCLUDES SIDEWALK RAIAPSI PLAN STRIP (T CCN RUCTION JOINT ) SEE NOTE J CEMENTCONCRETE B CURB GUTTER ;SEE NOTE 31 Yfi' CONTMCTION JOINT 1 Nfrlp 10 (SEE STD. PLAN 102) PLAN VIEW � .DIFFERENCE INSLOPE I.= - DRIVEWAY WI SITNE SLOPE (SLOPE SHOVM EXAGGERATEDI 1.5% • o a DRIVEWAY WI RELATIVE �/ A NEGATIVE SLOPE(SLOP SHOWN EXAGGERATED) CEMENT CONCRETE PLANTER STRIP (EENOTE3) (TYP) CEMENT CONCRETE DEPRESS ONOLIT I C SIDEWALK CURB JTTER ETAIL STD PLAN 101.2, TYPE R18 - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) For NOTES STD PLAN 104.2 t� STD. PLAN - 104.3 GAIN PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPR VED: DEPARTMENT FNZO ENTRANCE - TYPE R'1 B elldI l 2 ATL fi' MIN"MINVARIES (SEE NOTE T 6' NIW. I.E.NOTE fi) (SEE NOTE B) 10 PAveD r DRIVEWAY REWIRED I 31R' EXPANSION JOINT (fYP.) 1.5 NOTES: 1. SIGNS SHALL BE WHITE LETTERING ON GREEN BACKGROUND WITH A 0.3" (IN) BORDER, DOUBLE SIDED. 2. SIGN BLADE SHALL BE 8" FLAT ALUMINUM, TREATED, 0.080 GAUGE. 3. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL. 4. LETTERING:SHALL BE CUT FROM 3M ELECTROCUT (EC) FILM SERIES 1170 OR APPROVEDPEQUAL. 5. FONT,;SHALL BE FHWA C2000EX UPPER AND LOWER CASE PER SECTION 2D.43 OF THE M U.T C.D. 6. POST SHALL BE MINIMUM OF 211X2" SQUARE TUBE. SEE STANDARD DETAIL 129 FOR INSTALLATION DETAILS. Gregg Zimmerman, Public Works Administrator 7-1/2" X 7-1/2" PRESSURE TREATED CEDAR POST--, 1/2" ® 45' CHAMFER ALL EDGES — (2)#4 HORIZ. TOP & BOTTOM & (2)#4 VERTICAL (PER SIDE) 1/4" CHAMFER-_ CRUSHED SURFACING 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES TO BE RADIAL A TO CURB AND GUTTER 1 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS "W'-WIDTH OF SIDEWALK 1/2-X4- EXPANSION MATERIAL 1/4"R AT JOINTS CEM. CONC. CURB AND GUTTER SCORE LINES 1/2"X5" EXPANSION 1 4" FT. SLOPE MATERIAL CURB RETURN / / ONLY 1/2"R 1/4"/FT. SLOPE 1/2"R 4„ 1/2"R PAVEMENT AS PER PLANS 4" 1T PAVEMENT AS PER PLANS STANDARD CEM. GONG. PARKWAY STANDARD GEM. CURB AND GUTTER GONG. CURB AND GUTTER SECTION A -A SECTION B-B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS 0 JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/1C IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE. 1/2- THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1" BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT. 1/2-X 5' EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS 1/2-X4' EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4-) WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR). TYPE 'B' 1" ® 45' CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 1" DEEP NOTCH ALL AROUND AD'O' ALVANIZED STEEL HASP FOR LOCK x6' STEEL HINGE WELDED TO 9-1/4"x9-1/4" STEEL OR WITH 3/4" RADIUS ON 2 OPEN CORNERS NO PLATE SPACER. 1/4" GALVANIZED STEEL PLATE SPACER 1/2" DIA. x 2" ANCHOR BOLT, WELDED TO SPACER 2"x3/6" JOINT MATERIAL 12" NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. REMOVABLE WOODEN BOLLARD ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 04/04 DWG. NAME:H021 SP PAGE:H021 STANDARD OR VANED FRAME AND GRATE 1 \ \ L O I I I NLLJ � O U 10" X TYPICAL SIDEWALK ADOPTED CITY OF RENTON STANDARD PLANS 3' 0- (TYPE 1L) T IS'T DATE: 04/04 DWG. NAME: F007 SP PAGE: F007 2'-6" (TYPE 1) 5.5" r----I----- � i I W I I I I I I I >- I I I W I I I I � I I I - - - -------J 1'-2.5" GRA TE U OO TYPE 1 and TYPE 1L (OPEN CURB FACE) STANDARD OR VANED FRAME AND GRATE CB TYPE 2 X Y 1. D. 0. D. 48" 56" 111r 12" 54" 63" 14.5" 15" 60" 70" 18" 18" 72" 84" 24" 24" 96" 112" 37" 36" TYPE 2 3'-0" (TYPE 1L) I I J LL_I LLJ I I LLJ -� I I I o LuI If CN L ---I-J url /i 1L U 0 TYPE 1 and TYPE 1L SOLID 24" DIAM FRAME AND GRATE 1 1 I I I I I I I I / 1 / / / STANDARD OR VANED FRAME AND GRATE STANDARD OR VANED FRAME AND GRATE la IW 1 I I W O Q LLJ Z fr 10" NOTES. 1. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1L STRUCTURES ONLY 2. NORTHING AND EASTING (OR STATION AND OFFSET FROM CONSTRUCTION CENTERLINE) SHOWN ON PLAN REFERENCES CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS J. REVERSE TYPE 2 CATCH BASIN TO BE INSTALLED ONLY AT LOCATIONS SPECIFIED ON PLANS STRUCTURE PLACEMENT DETAIL NOT TO SCALE CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEN PHILLIPS PLS SCALE: RECORD DRAWINGS MRL 3/11/19 JBS DESIGNED: BRYCE BESSETTE DRAWN. JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0. REVISION - DATE APPR APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SC QV WAS 4' � 6 M 37610 .� CTSTS, �sSIONALis i 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. AO R MY OF RENTON Planning/Building/Public Works Dept. REVERSE TYPE 2 (SEE NOTE 3) CB TYPE 2 Z I.D. 0. D. 48" 56" 2" 54" 63" 5.5" 60" 70" 9" 72" 84" 15" 96" 1 112" 28" LEGEND + = CENTER OF GRATE 9 = CENTER OF STRUCTURE FOC = FACE OF CURB T-393408 R-393421 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS I W DATE: 5/1/18 Q J FIELDBOOK: PAGE: DRAWING N0: N C3.103 Z s FE- OF: 21 48 (n TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. co rn co I 0 0 W i LLU UJ a J Q N Z 'U vJJ J d / sz �J �W CD W 00 J / Q J oY / U U 7- L' � �:T: on L Q� U� Cr CD w CU a Q ", U LU CU ANY TIME 9 24" -- CD J MIN. Q C LR. In z mLLJ U z m UILL_LL Q 4„x4„ 0 „x4>, TOP OF CONIC. z z POST w Li'0ST SIDEWALK Q CA o e} '4 48 _ TOP OF GROUND _ _ CD CD w w I CD OR TOP OF CONIC. co 0 SIDEWALK s`• d V.1rzsCs a v CD DEPENDING ON SIZE OF I SIGN AND NUMBER OF N SIGNS ON POST (TYP.) IN POST BEHIND SIDEWALK POST WITHIN SIDEWALK NOTE: LEGIBILITY DISTANCE SHOULD BE AT LEAST 40 FEET PER INCH OF LETTER HEIGHT. TYPICAL SIGN INSTALLATION DETAIL ADOPTED 0 0 O O O O O O O O O O O O O VI i r yr RCIV I VIV STANDARD PLANS LAST DATE: 06/04/2002 SP PAGE G012 2=7 "MAX. MIN. 5'-0" !A2 WIDTW y1I MOUNT ON FEDE5TAL PROV►DED WRN N.D.C. �.U. UNIT. 4. NJOTE5 I. IN5TALL.ATION OF N.D.C'5.U. INCLUDING CONSTIZUTION OF 5A-"?E WILL jE UVNE aY u.s. �osT�L. s�Qvlc�. QE1&45Q l-I000 DELIVER`( AMC) COLL F_c-noQ 50X UNIT 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 0 2019 CPH Consultants, LLC. All Rights Reserved. U.S.P.O. Neighborhood Delivery and Collection Box Unit (Mailbox) Installation ADOPTED CITY OF RENTON _ + STANDARD PLANS LST DATE:1-Aug-87 DWG NAME: HR-06 SP PAGE: H026 e6a WIn1 L14�4 5,10e LKIYa^4ND _�, PLAN...---- � •,•Q.:. 82455 CAP O.C. �0q , / Ob-1-51 L 3"4.G CL.G i I 4'. ;.a.. I:;:;:,'.. .•.}++h-- GOMPAC ED ELEVO7--0/V I:;;; •': ;` ��'� SAND �SEGT/Uc/ _,� W FAcr1W NOTE: 1. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS 1976. ; 2. THE CASTINGS SHALL BE GRAY-!RON CASTINGS, ASTM DESIGNATION A-48, CLASS 40 THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT AROUND THE ENTIRE CIRCUMFERENCE AND FULL IJIDTH OF BEARING SURFACE. 3. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN OQNCRETE PAVEMENT, A CEMENT CONCRETE BASE WILL NOT BE NECESSARY. 4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 1-05.3(1) FOR ADJUSTMENTS TO GRADE. 10'- 0" MAX. 1000, - 0" MAX. PULL POST - SPACED END OR CORNER POST TENSION WIRE 10' - 0" MAX (TYP) 1000' (FT) MAX. TENSION WIRE PULL POST I B LINE POST - SPACED BRACE TENSION TWMSTED SELVAGE I D I i I i . @ 10' (FT) MAX. : % POST WIRE (TYP.) TENSION WIRE ...... _e �J •�i�0.2•�ai•�.•J� ��•: ��. ��� .NJ ��D. O:II ....... � !i!i1C!•!•!4 `..... . ... Ki!•.::=y!J_•�et���4!�� d0��.!O_�P�O�� � ������.���J_�O�!•4!(l 10'-O-MAX END OR CORNER POST TENSION WIRE ff'O TENSION WIRE TYPE 3 500' - 0" MAX. TENSION WIRE 1(r-0r MAX CFYP_) I B LINE POST -SPACED BRACE KNUCKLED PULL POST I TENSION WIRE . STRETCHER BAR (TYP.) FABRIC BAND (TYP.) CONCRETE POST BASE (TYP.) Monument Case & Cover ADOPTED- �Y C•s> ' U~A CITY OF RENTON STANDARD PLANS LST DATE:1-Feb-89 DWG NAME: HR-04 SP PAGE: H031 TENSION WIR STRETCHER BAR (TYP.) NOTES HOG RINGS (TYP.) - 1. All Concrete post bases Shall be 10" (In) SPACED @ 24" (IN) MAX. minimum diameter. BRACE POST 2. Along the top and bottom, using Hog Rings, fasten the Chain Link Fence Fabric to the Tension VVire within the limits of the first full fabric weave. 3. Details are illustrative and shall not limit hardware design or post selection E of any particular fence type. 4. Fencing shall be used for security and boundary delineation only. TIE WIRES (TYP.) - SPACED @ 14" (IN) MAX. CHAIN LINK -"• FENCE FABRIC TENSION WIRE iN 'POE CONCRETE POST FABRIC BAND WITH BASE (TYP.) CARRIAGE BOLT AND NUT - SPACED 15" (IN) MAX. PULL POST - SPACED HOG RINGS (TYP.) - @ 500' (FT) MAX. SPACED @ 24" (IN) MAX. TENSION HARE i- BRACE POST A . ilia a:.1 •• •M%a i.♦ oil i*02. ♦•.a•� ••.,• ♦•••III ��•:•••.WE �I:�•a �••..♦ � RN RYK • 3 112" POST AND RAIL SPECIFICATIONS 1 5rB" PIPE ROLL FORMED POST ^m NOM. SIZE (SCH. 40) SECTION WEIGHT I.D. (Ib/ft) FABRIC LOOP - 2 SIDES Y FENCE LINE Z END, CORNER OR PULL POST 211r DIAM. O 5.10 LINE OR BRACE POST 2- DIAM. OZ 1.85 TENSION WIRE CHAIN LINK " FENCE FABRIC CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEN PHILLIPS PLS SCALE: RECORD DRAWINGS MRL 3/11/19 JBS DESIGNED: BRYCE BESSETTE DRAWN: JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0. REVISION - DATE APPR APPROVED: STRETCHER ABRIC METHOD OF FASTENING STRETCHER BAR TO POST TIE WIRES (TYP.) - SPACED @ 14" (IN) MAX. 4 A.TRJ oV wasy��cy ,70 �O A 34363 'nF �01 SsfoNAL ECG Barry, Ed Jul 14 2015 11:14 AM CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Carpenter, Jeff Jul 14 2015 11:24 AM STATE DEIGN ENGINEER Wa,hingt n State Departm d of Transportation VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M TYPE 'A' PRESSURE TREATED 7-1/2" X 7-1/2" CEDAR POST (2)#4 HORIZ. TOP 8c BOTTOM & (2)#4 VERTICAL (PER SIDE) 1/4" CHAMFER _0__ --CRUSHED SURFACING)-- __01 CRUSHED SURFACING NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR 8c CONCRETE SURFACE. vSIONAL ���� 1is • 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%C TY OF RENTON Planning/Building/Public Works Dept. TYPE 'B' 1" @ 45' CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 1" DEEP NOTCH ALL AROUND 1/2" 0 45" CHAMFER ALL EDGES SLOPE CONCRETE FOR DRAINAGE 2"x3/8" JOINT MATERIAL dCONCRETE SIDEWALK 16" �18" 6" 12" FIXED WOODEN BOLLARD ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 04/04 DWG. NAME: H022 SP PAGE: H022 T-393409 R-393422 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS I LLJ DATE: 5/1/18 Q J FIELDBOOK: PAGE: < DRAWING N0: N C3.104 Z CF: 22 48 (n TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. co rn co 0 w w w a J N Z U-1 d 4- / N sz mJ �w L� o W 0 G7 O O 11 av Ur - CD LJ cu a Q � J w Cu EV TENSION BAND END OR CORNER (BRACE) POST DETAIL OA TIE WIRE - SPACED 14" (IN) MAX. (TYP.) TENSION HARE � HOG RING - SPACED @ 24" (IN) MAX. v ;v - p D BRACE POST DETAIL OC 'ENSION WIRE ,R TENSION WIRE TURNBUCKLE EYE BOLT TENSION N TENSION B TENSION WIRES TENSION BAND (TYP.) PULL POST (AT END OR CORNER) DETAIL O EYE BOLT EYE NUT � TURNBUCKLE TENSION WIRES U O k--J U O ` TENSION BAR (TYP.) PULL POST (WITHIN RUN) DETAIL OD :NSION WIRE FILE NAME SAID sin R P& SW-StandardaU-Plan Sheet Libra 102-PSL Work in Pro resslColb 1(FS-1.1) Chain Link Fence Type 3 & 41PS_FS-1.1.cIn BAT" BATE Washington State Department of Transportation Plot 2 Pux REF xO FS-1.1 TIME 8:35:00 AM O „"" FED.AID PROJ.NO. DATE 5`13/2015 WAS PLOTTED BY FletcCo DESIGNED BY JOB „UMBER 2 rx2raTa ENTERED BY CHECKED BY CONTRACT NO DO-- xD. PROD. ENDR. CHAIN LINK FENCE WITH EYE BOLTS REGIONAL ADM. REVISION DATE BY CONSTRUCTION NOTES: 1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (1. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS.) TRANSPORTATION NOTES STD. PLAN— 135 ®� PUBLIC WORKS APPROVED: DEPARTMENT CPIT� 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. - / FACE OF CURB TOP OF ROADWAY - 1' - 6' CEMENT CONCRETE TRAFFIC CURB AND GUTTER — FACE OF ADJACENT CURB 6 1!2 �FLUSH WITH GUTTER I PAN AT SIDEWALK III, RAMP ENTRANCE 1:12 `- 1:24 TOP OF 1� /2^ R, ROADWAY D ICAD 1' - 6" ---- --) DEPRESSED CURB SECTION AT SIDEWALK RAMPS CEMENT CONCRETE 1/2" R. - -1 1" R SIDEWALK RAMP OR LANDING VARIES FROM [ - e 1. 'Jl8"-PREtyiOLDER "'- :IDINT FILL` ER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 1/2" SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF l_ p• 1l2" R ROADWAY 2" a o P D to D D, •DC "D TO P DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY, FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB 6 1/2" 1/2" R 1" R. FACE OF ADJACENT CURB 7- r TOP OF °II ROADWAY GUTTER SURFACE'7- 1, R. ° B 1t4 B • /1n RvD •, D CEMENT CONCRETE D ' . TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction jointspacing, 2. Not used. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 STD PLAN — 101 i { PUBLIC WORKS CEMENT CONCRETE CURBS PR EPEE = DEPARTMENT -_ 1 1 N i q- GrelidZimmerman. Public Works Administrate 91D ITEM (INCLUDES $IDEWALKIPAI ,. �- 6'MN ..1: VAR)ESISEENOTEi - ''a MIN EE . (SNOTE 8) TSYYlOTE`e1 1D LF OF PAVED DRIVEWAY REOUIRED 18' EXPANSION JOINT (TYP ( - I A{'AiErlT ISEE STO. PUN ts2) 1:ONGRETE 4 2 SEE NOTE IN I CONSTRUCTION JOINT RAMPIT I2NN .SEE NOTEI CEMENT CONCRETE SEOPE(1YR 1 CURB a GUTTER YYY (SEE NOTE 31 10'CBNTR(SEE CONTRACTION ISEE STO PLAN tB2) - PLAN VIEW VARIES- _ - — 9.3%MA% SEE NOIt'd I'IVPx 6'MIN 6'MIN. CEI,IENI CONCRETE 6'MIN. DEPRESSED CURB A GUTTER SIDEWALK - S/S' EXPANSION JOINT MR.) (SEE NOT'c]I SECTION O - [%E STD PbM! 102) - )12`A (TVP.1 � yam_. 510ElVA,N WITH_ �\ 10". OIFFEFENCE IN SLOPE RU.X,��' �-' `.ORNEWAYWI SnNESLOPE.(SLOPE SHOWN EXAGGERATED) ORI° SECTION O A�WPAa noREIAnNE -. CEMENT CONCRETE 510[WALN CEMENTCONCRETE CURB Is GUTTER ISEE NOTE 3) LI TES see STD. PLAN 104.2 ti�g O STD. PLAN - 104.1 • PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PP VED: DEPARTMENT ENTRANCE - TYPE R1 Z� ATE I' 0" I, 0' ISEE CONTRACTI 12' IINI R. (TYP.) I DURBN€fi'iN4`k4D€D� iN.q(EYITY �pl`- 1 5 i 3Ef:ERAISED EDGE 38 (INLPREMOLDED 1'-0- SIQAk7T-E,[N4"-"THIS _ SHEET ---�.;IOIN1•••FILLER --- - ALL CUT MIN SLOPES (SEES - �.I!LBhR �P I '. �kT1�-RAISECIED�E'' o*e i - LlR9:NDT.INCLl1DED IN.B1fLl 6A 15% 9-1 3.' (INI PREMOLDEO-/,� JOINT FILLER FINISHED GRADE 1' (IN) BELOW _ "/ TOP OF CONCRETE SURFACE 2'-C, SIDEWALK ADJACENTTOCURB 1' 0` 1' 0' MIN. (SEE CONTRACT) I2" (IN) R. (TYP.) ROU DING 5°6 CURB NOT INCLUDED IN BID ITEM - Qw. •r'tti — BRIDGE OR PEDESTRIAN PREMOLDED WALLORBARRIER RAILING JOINT FILLER ADJACENT TO CURB (STEEP FI_L SLOPES) BARRIERTSE$ ...,-- COMRACTPLA1N5— SIDEWALK (SEE CONTRACT) 1NALL9R BARRIER :412 ,(IN) R (TYP ) D D��i elum:- - _haw l _ Tmr�p IA. VERTICAL WALL --'- r-3R pN)1xRMtl6DET) ►. a r-'E-1 SEE DETAIL `-JdHVTFBEFf_('tYP) ►' • • ► •li - .L-_f��J AD CURB AND RAIL1fJG OR WALL 3a-(IN) PREMOLDED _ JOINT FILLER SIDEWALK BUFFER STRIP (SEE CONTRACT) (SEE NOTE 101 SIDEWALK ADJACENT TO WALL DETAIL u2' pNI R. 15% _ (TYP.) 1.SYe MIN CURB NOT INCLUDED IN BID ITEM - 6" • SP}�'-Y_.?:n ;; _'_ g� LEVEL 1 r' '2.. lit FINISHED GRADE 1- (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED ADJACENT TO BUFFER_STRIP b ' m 1 IINI R ! ► • ! r :.� BROOMED FINISH •►• —1 4' WIDE. SMOOTH •U" TROWELED PERIMETER AAISE1�_t gEEEE L 1Z _ £kfEf�0 SICEY�A4K':TRAN$VER34E_ JOIN_�t.01t1Ci.UP�ISAfBEOrrrgGE' CEMENT CONCRETE CURB (CURB AND GUTTER SHOWNI NOT INCLUDED IN BID ITEM For NOTES see STD PLAN 104.2. Paved surfaces must Comply with � w STD PLAN 102.1 as applicable. G 3I6" ?I I veI T01N' CONTRACTION JOINT Ij— `� / M SIDEWALK ONLY a •-.0 ,lea ► M►' ae EXPANSION JOINT IN BOTH I "! ".► T CURB AND SIDEWALK ( SEE STO PLAN 10111 • ': '.?gip O . B ► • ?� O •: F JOINT AND FINISH PREMED JOINT FILLER DETAIL v EXPANSION JOINT ©CONTRACTION JOINT Y . PLAN PUBLIC WORKS CEMENT CONCRETE PPRIED: - 102 'a DEPARTMENT SIDEWALK �IVTO A T E Q CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEIv PHILLIPS PLS SCALE: RECORD DRAWINGS MRL 3/11/19 JBS DESIGNED: BRYCE BESSETTE DRAWN: JOE AMARO =I CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INS- SCALE ACG°ICI'';'-r N C REVISION L'{ ^.— AP P R APPROVED: ALIGN PIPE TOPS, OR PLACE ROOF DRAIN HIGHER. 'AIN B; 3'MIN.—► PRIVATE, JOINT USE UTILITY 3 Bf III K 1 CLEAN -OUT WITH - PERMANENT CAP CATCH BASIN - AREA DRAIN 3 ATN- 2'MIN COVER'OVERI. COLLECTORLINE VARIES PLACE CLEANOUT AT 300' MAX. SPACE, AT 90" BENDS, EACH 2ND 45' BEND, SECTION B-M PIPE ENDS NOTE: MIN. PIPE SIZE 6"0 PIPE MATERIALS ALLOWED: PVC, LINED CPE, TRIPLE WALL POLYETHYLENE, DI (IF NEEDED FOR STRENGTH). CAP, AND WHERE CLEANOUT IS IN PAVEMENT; IRON RING & COVER PER IFCO #247 OR EQUIVALENT 45' BEND PERMANENT CAP OR CONNECT PIPE L 45' WYE TEE, CROSS, OR 45' WYE AT BENDS CLEAN -OUT DETAIL TEMPORARY CAP ON END OF ROOF DRAIN STUB, MARKED BY 2"x4" STAKE Y GtT O.n TYPICAL PRIVATE ROOF DRAIN STD. PLAN - 225.10 PUBLIC WORKS DEPARTMENT COLLECTION SYSTEM CROSS SECTION WOW M vSIONAL ���� 1 i THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND Gregg Zimmerman, Public Works Administrator DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDEC BY THE CONTRACTOR. VERTICAL: NAVD 1988 I IORIZONTAC NAD 1983/1991 O T Y 0 F RENTON DATU M PlnnninC/Buildin7/Puhli W, F) T-393410 R-393423 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING DRAINAGE AND DETAILS It DATE: FIELDBOOK, PAGE: DRAWING NO: N C3.105 Z w SHEET-. _= 23 (n TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. M I I UJ UJ W J N Z rW V J O) 75 ,,D 0 M U m _i CEMENT CONCRETE SIDEWALK DEPRESSED MONOLITHIC CURB 8 GUTTER (SEE DETAIL THIS SHEET) TYPE C2B - ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion joint with 3/8" joint filler along the driveway lane lines (see std. plan 102). Construct expansion joints parallel with the centerline as required at 15' maximum spacing when driveway widths exceed 30'. 2. See std. plan 102 for sidewalk details. 3. Curb and gutter shown, other curb designs may be specified. See std. plan 101 for curb details. 4. Not used. 5. The engineer will design all driveways to Include elevations at all points marked with symbol "X". All elevations are at the back of curb top on uphill side- 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see aid. plan 102) shall be spaced as shown in the corresponding Isometric view. 8. Slopes shall comply with sections R303.2.1 or R303.2.2 or R303.2.3 of the Revised Draft Guidelines for Accessible Public Rights -of -Way of November 23, 2005 (PROWAG). 9 Curb returns for any Type C-MAX Driveway may be approved on aeI CONTRI1CTION JOINT am PLAN 102 CEMENT 0ONCRETE CURB d GUTTER (SEE NOTE 3) ax+e SEE oEPREUM CURB DETAIL ON THIS SHEET I r 1A•R TOPOF 1 i ROADWAY NOTE DPoVEWAYLONGITUDPULDVANSION JOINTS 94 LL W FULL DEPTH DEPRESSED MONOLITHIC CURB 8 GUTTER DETAIL FACE OF ADJACENT CURB \ -1" a case -by -case basis. - �1• R �-GUTTER SURFACE ! ' jt• RDI (1 D o 10. STREET STANDARDS = Renton Municipal Cade (RMC) • a p, Title IV Development Regulations • e e CHAPTER 6 STREET AND UTILITY STANDARDS Section 4-5-060STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS =Renton Municipal Code (RMC) Title IV Development Regulations Driveway Example: TYPE C1 B CHAPTER 4 R--RAawentw, G-commerclal j L CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Number of Lanes, J Section 4-4-M PARKING, LOADING AND DRIVEWAY (MAX=4 Lane Corrifferd" REGULATIONS B-Sufrer(PlarfarVSft), Blank=loBurter PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PSROPLAND- 104.2 N i DEPARTMENT ENTRANCES - OTES AND DETAILS idAti?z ATF 24" m BOLT -DOWN SU o a DETAIL AND NO 2 1/2" DIA . HC LE zo' G _O_ p J o�0000 �O�G��QQO B TOP a 3 4�/4" SECTION OA Y 5' 3 1/2" 1 /z° �3/4" 3/4„ 5l8" 4" �-•-� -- 3/4" DIAM. HOLE 1 il2" 1/2" DIAM. HANDLE 5/8, \ IEC:FtaQM i'tf ',.'i BOLT -DOWN SLOT DETAIL SEE NOTE 1 SECTION NOTES 1 Provide two slots in the cover that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers. z. Alternative reinforcing designs are acceptable in lieu of the rib design. 3. Refer to Standard Specification 9-05.15(2) for additional requirements 4. For Frame details, see City of Renton Standard Plan 204.00. `�Y � � "� PUBLIC WORK$ RECTANGULAR SOLID STD. PLAN - 204.10 �Nzo� DEPARTMENT METAL COVER MARCH 2O08 ( NOTES MATCH SIDEWALK BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not WIDTH - 4' 0" MIN. STRIP permitted. MATCH SIDEWALK SEE CONTRACT PLANS 2. At marked crosswalks, the connection between the Landingand the WIDTH - 4' 0" MIN. - PEDESTRIAN CURB - SEE CONTRACT PLANS SEE NOTE 10 roadway must be contained within the width of the crosswalk markings. CURB RAMP 3/s" (IN) EXPANSION PEDESTRIAN CURB 3. Where "GRADE BREAK" is called out, the entire length of the grade break JOINT - SEE STANDARD SEE NOTE 10 MATCH SIDEWALK WIDTH - 4' 0" MIN. between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS PLAN F-30.10 LANDING 4. DO not place Gratings, Junction Boxes, Access Covers, or other appurten- LANDING SIDEWALK - 3/8" (IN) EXPANSION JOINT -SEE � PEDESTRIAN CURB - anCES On any part Of the Curb Ramp Or Landing Or In the Depressed SEE NOTE 6 5' - 0" MIN. 3" R STANDARD PLAN F-30.10 SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway. (TYP.) 13 0 5'- 0" MIN. 5. See Contract Plans for the curb design specified. See Standard Plan A _ F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and 3 A * s^ R I I Pedestrian Curb details. * * iilllli' ' 1i `�' 5' - 0° MIN. 3" R. o 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See O SIDEWALK - _ � � � � Contract Plans for width and placement of sidewalk. y, •• � SEE NOTE 6 � � ••• 7. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the BUFFER STRIP - SEE DETECTABLE WARNING SURFACE BUFFER C DETECTABLE WARNING SURFACE adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian CONTRACT PLANS C SEE STANDARD PLAN F-45.10 STRIP SEE STANDARD PLAN F-45.10 Curb, or Sidewalks. CURB AND GUTTER - CURB AND GUTTER - P 9 SEE NOTE 5 SEE NOTE 5 8, The Curb Ram length is not required to exceed 15 feet unless shown PEDESTRIAN CROSSING PEDESTRIAN CROSSING otherwise in the Contract Plans). When applying the 15-foot max. length CLOSURE SIGN CURB RAMP CLOSURE SIGN FACE OF CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp is FACE OF CURB allowed to exceed 8.3%. Use a single constant slope from bottom of CURB PLAN VIEW PLAN VIEW ramp to top of ramp to match into the sidewalk over a horizontal o distance of 15 feet. o TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B 9. Curb Ramps and Landings shall receive a broom finish. See Standard X Specifications 8-14. W LL 10. Pedestrian Curb may be omitted if the ground surface at the back of the m DETECTABLE WARNING SURFACE - Curb Ramp and/or Landing will be at the same elevation as the Curb Z 15' - 0" MAX SEE STANDARD PLAN F-45.10 15'- 0" MAX (TYP. 15' - 0" MAX (TYP.) Ramp or Landing and there will not be material to retain. (TYP.) SEE NOTE 8 SEE NOTE 8 SEE NOTE 8 GRADE BREAK GRADE BREAK GRADE BREAK GRADE GRADE BREAK LEGEND GRADE BREAK COUNTER SLOPE BREAK 5.0% MAX. SIDEWALK - SIDEWALK - - SLOPE IN EITHER DIRECTION SIDEWALK - SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 * * TOP OF * * * * 1.5 OR FLATTER RECOMMENDED FOR ROADWAY �� * ; * DESIGN/FORMWORK (2% MAX.) i * * 7.5% OR FLATTER RECOMMENDED FOR CURB RAMP } LANDING DEPRESSED CURB AND GUTTER DESIGN/FORMWORK (8.3% MAX.) CURB RAMP SEE NOTE 7 ►�,u,� �� _ SEE STANDARD PLAN F-10.12 CURB RAMP LANDING V 1 1 SECTION O SECTION O 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. "CEMENT CONCRETE CURB RAMP "CEMENT CONCRE- r, - W LIMIT - V (IN) RADIUS CORNER PEDESTRIAN CURB - 90° ANGLE - RADIUS MAY VARY ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE II 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 II Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com Iht © 2019 CPH Consultants, LLC. All Rights Reserved. DETAIL O TYPE SINGLE DIRECTION DETECTABLE WARNING SURFACE -SEE STANDARD PLAN F-45.10 DEPRESSED CURB AND GUTTER - SEE NOTE 5 ISOMETRIC VIEW TYPE SINGLE DIRECTION B PAY LIMIT N0. pP WAS28680 y7Nc ®��r �F01 S T ER�� ss70NA1, �`yG JunZclg ,Scott Jun 24 2016 721 AM SINGLE DIRECTION CURB RAMP STANDARD PLAN F-40.16-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION �er, Jeff Ju, 29 Jun 29 2016 229 PM _ STATE DESIGN ENGINEER Washington State DepaHment of Transportation CITY Or RENTON PERMIT SUBMITTAL RECORD DRAWINGS REVISION ALIGN LOCKING TAB 1. REMOVABLE BOLLARD ASSEMBLY AND BASE SLEEVE ASSEMBLY PARALLEL WITH DIRECTION PARTS ARE DESIGNED, MANUFACTURED AND PROVIDED BY KING DIRECTION OF TRAVEL DIRECTION OF TRAVEL OF TRAVEL COUNTY PARKS OPERATIONS. o 0 2. PVC DRAIN PIPES ARE TO BE PROVIDED BY THE CONTRACTOR. INSTALLATION OF ALL PARTS SHALL BE PERFORMED BY THE CONTRACTOR. ALIGN LOCKING TAB PARALLEL WITH 2 3. GRAVEL BACKFILL FOR DRAINS SHALL CONFORM TO WSDOT STD. DIRECTION OF TRAVEL - DOT GRADE SPEC. 9-03.12(4). RETROREFLECTOR REMOVABLE BOLLARD TO BE - TAPE, RED, ALL 4 SIDES 4. CONCRETE SHALL ACHIEVE A 28-DAY STRENGTH OF 3000 PSI PROVIDED BY KING COUNTY, I MINIMUM. INSTALLED BY CONTRACTOR I I 5. ALL WELDS SHALL CONFORM TO THE REQUIREMENTS OF AWS DLA. HSS 4x4x3/16 ASTM A500, I I WLDING SHALL BE PERFORMED BY AWS/WABO CERTIFIED WELDERS POWDER COAT WHITE I 6 DOT GRADE QUALIFIED FOR WELDS USING THE APPROVED ELECTRODES. RETROREFLECTOR J TAPE, WHITE, ALL SLOPE TO DRAIN AWAY iv 4 SIDES FROM POST, 2% MAX (TYP.) BASE SLEEVE ASSEMBLY TO BE PROVIDED BY KING FINISHED GRADE COUNTY, INSTALLED BY CONTRACTOR -2,BOLLARD MARKING DETAIL �3-\NOTES NOT TO SCALE Ll ° // e < ISOMETRIC 3000 PSI MIN. SLOPE CONCRETE a /j CONCRETE 2% MAX AWAY FROM b BOLLARD AS SHOWN #5 REBAR 4 jT\ `' PLACES, WELDE D �° \\\ \ SLEEVE TOP H WITH FLUSH HSS 5x5x3/16 ASTM A500 GALV. (BASE 3000 PSI MIN. TO HSS 5x5x1/4 \\\� SLEEVE BASE ADJACENT CONCRETE HST 5x5 SUPPORT SLEEVE) CONCRETE SECTION (BY KING COUNTY) /\ \T ASTM 00 (GALV.).) BASE BOTTOM HSS 4x4x3/16 PLATE co ASTM A500 (BOLLARD) GRAVEL BACKFILL FOR DNS PER1 STD #5 REBAR AT 4 LOCATIONS, TYP 1/8 � WSDOT SPEC jT WELDED TO HSS HSS 5x5x3/16 9-03.12(4) 5x5 BASE SECTION DRAIN T 2" PVC DRAIN PIPE, ASTM A500 GALV. I (BASE SUPPORT HOLES W/ 2" PVC INSTALL FLUSH WITH UNDISTURBED PIPE, DAYLIGHT BOTTOM OF BASE SLEEVE) Y SUB -GRADE INTO GRAVEL SUPPORT SLEEVE BACKFILL FOR GUIDE PLATES 1'-0" DRAINS ALLOW ONE WEEK MINIMUM FOR CONCRETE TO CURE PRIOR TO POST INSTALLATION /T1 REMOVABLE BOLLARD REMOVABLE BOLLARD EMBEDMENT BOLLARD BASE DRAINS t-61 REMOVABLE BOLLARD ELEVATION 3/4" = 1'-0" ELEVATION 1/2" = 1'-0" ISOMETRIC NOT TO SCALE PLAN 2" = 1'-0" REMOVABLE BOLLARD DWG # 5-011 King County LQ APPROVED FOR PUBLICATION ENG/ARCH APPROVAL: DATE DATE ISSUED 2018-06-21 SHEET # OPERATIONS APPROVAL: DATE DATE REVISED - Department of Natural Resources &Parks 1 1 OF NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT VERSION 2018-1 KEVIN BROWN, DIRECTOR DATE Parks &Recreation Division 1 REVISIONS OR ADDITIONS MAY OCCUR TO STANDARD DETAILS AT ANY POINT IN TIME. VERIFICATION OF COMPLIANCE WITH CURRENT REGULATIONS AND CODES IS SOLELY THE RESPONSIBILITY OF THE DESIGNER OR ENGINEER. a MOIL [] J a z 0 O OUTFACE TO STREAM 0 DUMP NO POLLUTANTS) TOP 24" 4EQUAL SPACES 4EQUAL SPACES N SECTION \ SLOT - SEE DETAIL AND NOTE 1 J NOTES SECTION O r � BOLT -DOWN SLOT DETAIL SEE NOTE 1 Provide two slots in the grate that are vertically aligned 1. with the holes in the frame. Location of bolt -down slots varies ISOMETRIC among different manufacturers. z. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Use only on sags and vertical curbs locations. 4. Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. ��g O STD. PLAN - 204.30 PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL DEPARTMENT VANED GRATE ��N Cp2 MARCH 2O08 B C _.. ,� B SURVEYED: STEPHEN PHILLIPS PLS SCALE: J BS DESIGNED: BRYCE BESSETTE DRAWN JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DA APPR APPROVED VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATU M �S 4 W. 'r4 O tF MIN. MIN. SECTION FLO QUARRY SPALLS� PLAN t QUARRY SPALLS MATERIALS PER WSDOT 9-13.6 PIPE INLET PROTECTION T-393411 cn ` iv dJF 37610 .t�SSCONA E�G1�`' 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. NOT TO SCALE R-393424 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW L-_J TY TT U T r , U ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ' ROADWAY GRADING DRAINAGE AND DETAILS Plannin< �Buildin- �Pubhc Works ON ON LU DATE: 5/1//18 Q FIELDBOOK: PnGF- Q DRA SING Ni: N C3.106 Z I I SHEET: 0F: r- J 24 48 IV ) TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. ROW co M CM 0 W I- W W Q VJ` N Z rW V J d / O N S Z � W /Pq �J � W Q � CD W CD 0 J /Q J Q CD / U U ru O A L av / DO �� - CD v Cu a Q \ U w cU CPIu OR 5" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION s #3 BAR EACH CORNEF #3 BAR EACH SIDE f!Y PAD Far:4 PRECAST BASE SECTION #3 BAR EACH CORNER 18" MIN #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12" (STD. SPEC. 9-05.20) SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance With Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION ~� + � � PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00 ,A DEPARTMENT MARCH 2O08 LANDING GRADE BREAK SEE CONTRACT PLANS -" 4'- W MIN. CEMENT CONCRETE SIDEWALK -- SEE NOTE 5 FLARE (TYP.) i 3/8" EXPANSION JOINT (TYP.) -SEE STANDARD PLAJN F-30.10 GRADE BREAK CURB, OR CURB AND GUTTER " SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE NOTE 4 (\ FACE OF CURB SEE STANDARD PLAN F-45.10 FACE OF CURB MEASURED PARALLEL _ DEPRESSED CURB AND GUTTER - TO CURB (TYP.) CROSSWALK SEE NOTE 4 10 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE SLOPE TREATMENT SEE STANDARD PLAN F-30.10 A CURB RAMP WIDTH N - W MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS LANDING I GRADE BREAK CURB RAMP SEE CONTRACT PLANS CEMENT CONCRETE 4' - 0" MIN. SIDEWALK - SEE NOTE 5 I I PROVIDE SMOOTH TRANSITION TO SIDEWALK WIDTH (TYP.) SEE CONTRACT PLANS - * 4'- 0" MIN. 3/8" EXPANSION JOINT (TYP.) - SEE CURB RAMP STANDARD PLAN F-30.10 I v, GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF PRESENT, OR TO BACK OF CURB (TYP.) - E EEici:c SEE CONTRACT PLANS CURB, OR CURB AND GUTTER - a CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) io HANDHOLD N RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION GROUT, TYPICAL (SEE NOTE 5) FLAT SLAB TOP 48'. W. 80". 7Y, 84" OR M" MORTAR (TYP.) STEPS OR LADDER iv gREINFORCING STEEL (TYP.) �? tv 72" GRAVEL BACKFILL FOR PIPE ZONE BEDDING T SEPARATE BASE INTEGRAL BASE CAST -IN -PLACE PRECAST WITH RISER "Cr RING tr �' GRAVEL BACKFI LL FOR 8= PIPE ZONE BEDDING SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL in2 /R. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 48" 4" 6" 36" 8• 0.23 0.15 Sq• 4.5" 8" 42' 8" 0.19 0.19 so. 5• 8• 48' 8" 0.25 0.25 72• 8" 8• 60• 12" 0.35 0.24 aq• 8" 12" 72" 12• 0.39 0.29 gg• e" 12" 84" 1z• 0.39 0.29 NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 All rede rin s risers and castin s shall be set in mortar in accordance with PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSO SOLID WALL PVC(A)PVC PROFILE WALL Q3 48" 24" 30" 24" 27" 30" 54" 30" 36" 30" 27" 36" 60. 36" 42" 36" 36" 42" 72" 42" 54" 42" 36" 48" 84" 54" 60" M. 36" 48" 96" 1 60" 1 72" 1 60• 1 36" 1 48" g 9 g (D Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20) Standard Specification 9-04.3. (D (Std. spec. 9-05.12(1)) T (Std. Spec. 9-05.12(2)) ti Y G PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 ,I, DEPARTMENT MARCH 2O08 A NOTES CURB RAMP WIDTH 4'- 0" MIN. 1. At marked Crosswalks, the connection between the curb ramp and the road - WIDTH G TO MATCH CURB RAMP I WIDTH -SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. Y 9 I 2. Where "GRADE BREAK" is called out, the entire length of the grade break \ GRADE BREAK between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- antes on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * MIN. PLANS - 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and BUFFER WIDTH -MATCH Pedestrian Curb details. I TO CURB RAMP DEPTH " (TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See I I Contract Plans for width and placement of sidewalk. V, ,, 1I 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian V, Curb, or Sidewalks. / 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, PEDESTRIAN CURB - the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a SEE NOTE 4 single constant slope from bottom of ramp to top of ramp to match into DETECTABLE WARNING SURFACE - the landing Over a horizontal distance of 15 feet. DO not Include the SEE STANDARD PLAN F-45.10 abutting landing in the 15-foot max. measurement. DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK Specifications 8-14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 4- 0" MIN. 15' - 0" MAX. (TYP.) GRADE BREAK SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - GRADE BREAK � 5.0% MAX. *� -� TOP OF ROADWAY 1 C p I LANDING CURB RAMP ` o DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION OA CEMENT CONCRETE CEMENT CONCRETE CURB RAMP "TYPE PEDESTRIAN CURB - PERPENDICULAR "A" PAY LIMIT - SEE SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F.45.10 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O 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 1ht © 2019 CPH Consultants, LLC. All Rights Reserved. ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B" PAY LIMIT LEGEND SLOPE IN EITHER DIRECTION * 1.5 OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (2% MAX.) 7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX.) * * * 95%OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10% MAX.) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT CITY OF RENTON PERMIT SUBMITTAL RECORD DRAWINGS NO. I REVISION '_ pF WAsy7Nc �tA ®� 61 I S IONrAL t / Zeller, Scott Jun 24 2016 7:20 AM PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpenter, Jeff ��^""""'Y• Jun Z42111fi 2.2K I'M STATE DESIGN ENGINEER Washington State Department of Transportation Go B / ? J B SURVEYED: STEPHEN PHILLIPS PLS SCALE: J BS DESIGNED: BRYCE BESSETTE DRAWN JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: I,ilC71��1�� SERVICE CABINET, 2' SEE ILLUMINATION PLANS -r PLANTER SIDEWALK \�/\\//j �\/� /// /\ \\ SERVICE CABINET FOUNDATION, SEE ILLUMINATION PLANS SIDEWALK, LIGHTING, AND WALL SECTION II119LIIIt•'I �.� ��'��� rr.'r�J SIDEWALK, LIGHTING, AND WALL SECTION WAS F 37610 wq w� .CONA E t�SS�G,ti�`' i 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. VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 C T Y 0 RENTON DATU M Planning/Building/Public Works Dept. I 4' FINISH GRADE 2" WALL DRAIN �I f� 1' T-393412 R-393425 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS I LU DATE: 5/1/18 Q FIELDBOOK: J PAGE: < DRAWING NO: N C3.107 I IZ SHEET: 0F: r--r-+ 25 48 1, Ij;) TBLOCK CGRD1391501 PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. C'7 co 0 W I- 42 W LLJ a J Q N Z LU Cn m 75 GO 0 U / m d sz � J � W Fa � CD L,J CD p J / Q J Q CD Y / U oA Q LO / M J LOT 9 - TIERED WALL SECTION NOT TO SCALE LOT 10 - TIERED WALL SECTION NOT TO SCALE CP 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.cphconsuItants.com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. 0 1 2 VERT. IN FEET 0 1 2 HORIZ. IN FEET il 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. T-393413 R-393426 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q CITY OE RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYE°: STEPHEN PHILLIPS PLS SCALE:DAI VERTICAL, NAD isaissi VERTICAL: NAVD ,3/ DATUM o O TY 0 • RENTON Planning/Building/Public Works Dept. SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS E. 5/1 /18 RECORD DRAWINGS MRL 3/1 1/19 JBS DESIGNED: BRYCE BESSETTE PAGE:FIELDOOK: PAGE: DRAWN: JOE AMARO ONE INCH DRAWING NO: C3.108 CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION L DATE AP P R APPROVED: S1EE- OF: 26 48 CONTECH CONTRACT DRAWING OTOP1391501 CGRD1391501 CSIT1391501 CUSD1391501 CUWS1391501 TBLOCK 17193-CC-ASBU I LT CU C'7 C'7 I Fam ►i W W Q J Q N Z W d / sz 3/pq J 3:W CD W 00 J / Q J Q CD / U u z U o A s a UD /(y) u g, 50 w � cu a Q \ u w u K-190111 5.3'-j W W TYPICAL RAMP DET. N 40TH STREET o-r W_-7n _--7 P C=65, 44 I ss I I i I I ao� 6 O 4. i Q W TYPICAL RAMP DET. 1` Ilk CP T-4 PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. TYPICAL RAMP DET. TYPICAL RAMP DET. 1/1 qo/wA I A J-I ■ >>.o7. N 40TH STREET —as-7—aS- —as as —�< as — — as PT C=62.83 4/4 E=63.76 Cn % 4/21 E=64.70 --------- h to 0 I TYPICAL RAMP DET. Se WAS 37610 .t�SSCONA E�G1�`' 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. 0 7 3414 C=65!63 I-7d PC E=6$.40 N T-393414 0 10 20 PLAN IN FEET R-393427 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CITY OF RENTON PERMIT SUBMITTAL BHB 5�1�18 JBS SURVEYED SCALE: DAIE: CONSULTANTS VERTICAL NAVD 83/1 SENZA LAKEVIEW 5/1/18 STEPHEN PHLLPS PLS HORIZONTAL: NAD 1983�1991 1 SPOT ELEVATION REV. BHB 9/27/18 JBS DESIGNED: pR CTY 0F Site Plannin • Civil En ineerin BRYCE BESSETTE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: g g g RAMP REVISIONS MRE 1�17�19 JBS Land Use Consulting • Project Management CALL BEFORE DRAWN RENTON RECORD DRAWINGS MR2 3 11 19 JBS PAGE: 11431WILLOWSRD.NE,SUITE120 YOU DIG JOE AMARO ONE INCH DATU M • RAMP DETAILS DRAWING No CHECKED: . REDMOND, WA 98052 1-800-424-5555 AT FULL SCALE Planning/Building/Public Works Dept. C3.1 09 Phone: (425) 285-2390 1 FAX: (425) 285-2389 JAMIE B. SCHROEDER, PE IF NOT ONE INCH www.cphconsultants.com I N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET OF ;ht ©2019 CPH Consultants, LLC. All Rights Reserved. 27 48 PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. OTOP1391501 CGRD1391501 CSIT1391501 CUSD1391501 CUWS1391501 TBLOCK C'7 C'7 I O 0 W I- �� W W Q J Q N Z LU 75 0 DO U m d / sz 3/pq J 3: W oW 00 J /Q J �Q CD / U u z o s QUD /(y) u g, 50 w a- cu a Q \ u w u (y) TYPICAL RAMP DET. TYPICAL RAMP DET. CPIu r----------------------------------------- I I I I I I I I I I I I I I I I I I I I I I TYPICAL RAMP DET. TYPICAL RAMP DET. L— — — — — — — — — —. I I I I I I I I r----------- I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — -- TYPICAL RAMP DET. 3 6610 wq w� .t�SCONA E S�G1�`' 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. N 0 5 10 PLAN IN FEET T-393415 R-393428 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CITY OF RENTON PERMIT SUBMITTAL BHB 5�1�18 JBS SURVEYED SCALE: DAZE: CONSULTANTS VERTICAL NAVD 83/1 SENZA LAKEVIEW 5/1/18 STEPHEN PHLLPS PLS HORIZONTAL: NAD 1983�1991 1 REVISED RAMP GRADES JBS 1/22/19 JBS DESIGNED: T TY OF Site Planning •Civil Engineering RECORD DRAWINGS MRE 3/1 1 /19 JBS BRYCE BESSETTE ,� ROADWAY GRADING, DRAINAGE SANITARY SEWER IMPROVEMENTS PACE: OK: Land Use Consulting •Project Management CALL BEFORE DRAWN RENTON PAGE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG JOE AMARO ONE INCH RAMP DETAILS DRAWING No. CHECKED: DATU M REDMOND, WA 98052 1-800-424-5555 AT FULL SCALE Planning/Building/Public Works Dept. C3.1 10 Phone: (425) 285-2390 1 FAX: (425) 285-2389 JAMIE B. SCHROEDER, PE IF NOT ONE INCH www.cphconsultants.com I N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET OF ;ht ©2019 CPH Consultants, LLC. All Rights Reserved. 28 48 (C) T O O O Cfl J TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. CGRD1391501 CSIT1391501 CUSD1391501 CUWS1391501 co OTOP1391501 i OILUM1391501 C) LU i LU 1STA 4S > 1 END LU 1STA Q 3 ENS J Q 5 STA N ENC z LU C STA 47+55.14, 24.50' T "NO PARKING BIKE L4IE" SIGN. MOUNT ON LI HT POI _r,400 LF 410 LF(1)1 j 3342700410 3342700412 3342700414 3342700418 3342700405 C� i Ln 75 CD CD U Ln N N ED E / sz CE Ln J LJ 00 J / Q J Q CD C P / U U� CITY OF RENTON PERMIT SUBMITTAL BHB 5�1�18 JBS SURVEYED: S-A_E o CONSULTANTS L RECORD DRAWINGS MRL 3/11/19 JBS SIGNED: PHILUPS PLS i DESIGNED: 0-00 Site Planning • Civil Engineering BRYCE BESSETTE Land Use Consulting • Project Management CALL BEFORE s m 11431 WILLOWS RD. NE, SUITE 120 ® YOU DIG DRAWN: JOE AMARO v N REDMOND, WA 98052 1-800-424-5555 CHECKED: Q Phone: (425) 285-2390 1 FAX: (425) 285-2389 JAMIE B. SCHROEDER, PE w �_ Nu www.cphconsultants.com N0. REVISION DATE APPR APPROVED: LE / LE Copyright© 2019 CPH Consultants, LLC. All Rights Reserved. 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 3224059045 J 313 LF 3342700534 II Utz I j Q Ct 3342700531 CONSTRUCTION NOTES O"NO PARKING ANYTIME" SIGN INSTALLED PER COR STD. PLAN 129. 02 RELOCATE EXIST. SIGN PER COR STD PLAN 129. ONEIGHBOR DELIEVERY AND COLLECTION BOX (13 UNITS) PER COR STD. PLAN H026. O4 MONUMENT CASE AND COVER PER COR STD. PLAN H031. OREPLACE "EDGE OF ROAD LINE" PER COR STD. PLAN H008. OTHERMOPLASTIC "STOP LINE" PER COR STD. PLAN H008. O7 GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN 134 W/ STOP SIGN. O8 MUTCD TYPE 4 END OF ROADWAY MARKER OM4-1. SIGN INSTALLATION PER COR STD. PLAN 129. —W— O9 REPLACE BIKE LANE SYMBOL PER COR STD. PLAN H009.2 10 REPLACE DOUBLE YELLOW CENTER LINE MARKERS PER COR STD. 1 / PLAN H001. REPLACE DOUBLE YELLOW CENTER LINE AND MARKERS PER COR 11 STD. PLAN H008.1 AND H008.2 12 INSTALL TEMPORARY "LOCAL ACCESS ONLY' SIGN PER COR STD. PLAN 129. 13 REPLACE BIKE LANE LINE PER COR STD. PLAN H008. SIGN. MOUNT ON LIGHT POLE W I TPN: 3342700519 6kT THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER 0 50 100 FIELD SURVEY PERFORMED AND moll DATA PROVIDED BY AXIS PLAN IN FEET SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDEC BY THE CONTRACTOR. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 MY Y OF R RENTON DATUM Planning/Building/Public Works Dept. NOTE: 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATION PER CITY OF RENTON STANDARDS. 2. ALL NECESSARY SIGNS AND MARKINGS ON -SITE, ALONG PROPERTY FRONTAGE, AND AT SPECIFICALLY DESIGNATED OFF -SITE LOCATIONS SHALL BE PROVIDED BY THE APPLICANT AS REQUIRED BY THE TRAFFIC OPERATIONS DIVISION WHETHER OR NOT THESE ARE INDICATION ON THE CIVIL CONSTRUCTION DRAWINGS. T-393416 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS SIGNING AND CHANNELIZATION PLAN AND DETAILS I W DATE: 5/1/18 Q J FIELDBOOK: PAGE: Q DRAWING 77: N C5.00 I+ZUI S11E--. OF: 38 48 /- ( ) TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. M M co I 6 Nt I LLJ I— LLJ `LJJJ i J N Z LU C/// a 75 8 Lin U 11 a C_ ( QJ QJ C_ C_ QJ C5 C_ 4- 11 In QJ QJ sz "w CP �JA �W �I oW 00 J 11Q 2J Q CD Y 1 U +1 � U= O A L am / ('") �� 4o-1 - CD L;� CU a Q ", U w (U _J z LE z (Y) "BAND OR MOUNTING ON EXISTING METAL POLE OR LUMINAIRE 1. MIN. Tl ­?" "-iyz GALVANIZED BOLT WITH GALVANIZED WASHERS. o TOP OF ANCHOR' - Z C) _J (LOWER SQUAR D TUBE) - O L C7 -ul �~ I hm a GRIOLIND r LINE to: z '. 1 �j . x -_ -- NOTES' 1. DIMENSIONS FA ,'THE PARTS USED T01 AS`SEIu�BLEI THE BASE CONNECTIONS AK INTENTIONALLY TENTIONALLY NOT S OW CONNECTIONS ARE PATENTED MANUFACTUR ED'hP R00U TS THAT ARE IN COMPLIANCE P T WITH NCHR 350 ERA H EST S CRITERIA. THE BASE CONNECTION DETAILS A -RE S OWN OH THIS PLAN ONLY TO ILLUSTRATE HOW THE' PA♦,T_ S' ARE ASSEMBLED. 2. A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANOR OR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE TIT T CONTRACT SUBS _ U ED. SEE CON RAC PLANS, 3 PRAIED SQUARE STEEL POST SHALL MEET THE' REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 906':, 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED" HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT' STANDARD SPECIFICAJION5 9='L06 AND 9-28. EDGE OF TRAVELED ROADWAY 90- 30'1 3. FOR REFLECTORIZED SiGA1S` MOUNT FACING 3 (degree) 0 TTWARD IF SIGN IS WITHIN 30 FEET OF` ROADWAY SIGN FACE ORIENTATION - - SIGN POST LOWER SIGN c 5/16" (IN) CORNER BOLT POST SUPPORT OR 3/8 (IN) FLANGED SHOUL"DR BOLT WITH NUT AND -WASHERS - 2REQUIRED (TYP.) BOLT STOP IGN POST TYPE ST-4-611146-11111 SUPPORT LOWER SIGN POST SUPPORT - 2.25" (IN), 7-GAGE, HOT -DIP GALV., IIN.y \_ HEAVY-DUTY ANCHOR AM. � COMMERCIAL CONCRETE MOU 1NG' ON METAL POST �____� PUBLIC' WORKS I I, DEPARTMENT SIGN .� . -' MET MOLJNTING ON 'SINGLE STD. PLAN- 129 c,0 AL POST APPROVED: "7-(ADOPTED) (ram 6 TO - _ -�_� DATE`— �_.-tea. - - - L O 07 I - . - n=,z -,z A5 a2 I — I_u .1_ �' _i R 2 3" •! WHITE 4.e 1 -O" 1'-0" --i 1-- - S . , xx�:,;.uf: WHITE EDGE OF ROAD LINE r TURN MARKINGS "� �� „,,IWMF f�?' t- 6" TO 8" 'q till E ISLAND W/CROSSHATCHING x3 A`�"11 -4} - `YAflL 4 H -,gym '.' >./3" K [+�- _ �$ ,�.-, !�.,-,,,"_.,. !. ,., -..�! � i _Z�:-,�i ;;! .�!�,F_�-:,�I_, �­_I.;, , -. � _ ,' I 1�I-..:!.. '.,­. '11-."-.i,:.i.. h r t T^>6T1 s t,a'.,. :.'. :., ...Y"a rt 14r , K:-'�:3 ,ro , , s P . '. :._' :. .. —md' a I tom10 ':'` : ir, v: a,f:. +� t Y . r, A Imo. ;;,. '» n Ta a 11 r Y ; a �: t h: a , •. .« ,. '- v d• <;..♦.., ,-`,gyp' '�.r u' ,. - ..�< .• 4 ,. a. r _ , ,., aw a H.. :.. .,, _ w vacs . k a " . „4 e. ca.r'.. , r e .'k ..NT . F: 4 , t. r S a� .. ., .. s .. ., oa: ,,: s M Y� . 1 :. �� d r - r" r.` r •14" ':�. ';"$�:"r''.s.; Fl :' A. ¢.' ,=-6 'r` 4, r .,42_d•0. r 1ta.` .ur .. t c.. .fir .:.., - 4 ..4 .'..:a.'� ..;,a,: ^di.°': MPH D• Y'. :..'Y•i as ',..'. , i� " :d,+ ,w.. 4>r*.: F.. - e 3 .. .. ,.. .:fro'.%" , , -;.. .., ff'a'i. m''^`^r t : .5 „sP.,.s3rt. :. '.f.a I !d �f '` a,1 y, -3, •;' ;,: v _. .1..„ cn -,k T,a. is Y-,4<.,. ''.fit. K.,?z yt •e� S ;, 3*�:.;:;. ,, x%,'9,Iw:v E,<tld,<,,.- -. �... V^,re 4 ;r z5 SO FL r ' �, � ? . 1 �'' , `;;'' 'c`* • � e w E:':t �c , x� t!o' _1111 '_: t i :' GENERAL NOTE 7 d �'11 wIN .1 1Ta r�s `�—t --1r I.- q €+ yq See contract for location and ' y " j'j 35 75° FL >' �'* + k - y, °`"4` ` I I ''rhv 'r4'" 3. ,s } material requirements. '- 40 225 Ft. Y ,e,`i ( - h) jF4 -'J •p, ,�. ,&1 %i", J- g s�'r`°s .�w.`., °r � _ 95 300 FL °� A { - • 4 ll.) 4 'u sF' g P� ,Y $ F v : ; 1 1 °tea` . °'a1 Yvy: ,, aj pG R'+'k0 `£ir' ,, y,♦ '. 50 375 F1 ) g '3 S '�"?N £T-,� tt � . g' 4 .yt4 ,�tf 4 1• I , mG; &2' e�� .° TN -^-.' 55 I50 Ft - ^'' e .s:. - ,xc ?9;.s,�� �" 3 _! t �l, q+m �, �¢. :.a€t- .xrf�ef • ;T' t.',yEdk i .,wwdh^`rt%9 ♦i'g• to 0 80 550 FL 3I IN` - , : . . 85 850 Ft - _ _ ., UNE LINE OR ��' +DIMENSIONS SHOWN IANE EDfiE OF CENTERLINE I ARE APPROxIMATE. f rti li BIKE LANE .1. _ I 1 I 1 �,l\ q a U \\\U\ a O O puy 9 n - - D R 16' I I,-6. - - — LAYOUT uh - EDGE UNE 6 D D m LAYOUT 2 NOTES NOTES � Bid Item "Bicycle Lane Symbol" includes arrow and bike rider 0 Bid Item "Railroad Crossing Symbol" 1' T symbol. Id "X" bl Itt dtw I ACCESS PARKING SPACE SYMBOL T ". COTT ZF� QS�° p4� IgO�gFP 1 o .P 2.. 0 `vim K o� E'p/STEwR' �2 Incu es sym o, a ers, an o 3, 4- (1) 2 • 6 White Arrow I I Ss7ONAL E�<' 24" white transverse lines. (DS Bike Rider symbol I I EXPIRES Mar 5. 2003 () 24" white transverse line DETAIL r 3^—�7 G) Stop Line aQ W10-1 Advance Warning Sign DETAILS PAVEMENT MARKINGS (not included in RR Crossing Symbol Bid Item) 0 See "Standard Alphabets for Highway Signs and Pavement Markings," 1977 Edition (FHWA) BICYCLE LANE SYMBOL STANDARD PLAN H-5e © Place Stop Line 15' from the nearest rail or SHEET 3 OF 3 SHEETS approximately 8 feet from RR gate, if present. ADOPTED `,�Y p CITY OF RENTON RAILROAD CROSSING SYMBOL A STANDARD PLANS m ..- , ,-,. ,,.,.......,,..♦♦...o.. ��N t0� LAST DATE: 06/24/2002 a Iti < �� ., .. SP PAGE HOO9.2 kl, Y _ g'-0" 15'-0" 9'-0" 1, .. .. I I .� 3:5 RATIO 0 4 - 1WHITE LANE LINES 50 VAR. 15 � . ., %. .. .. .... 4 t 5' 20' 1 15' RAILROAD CROSSING MARKING 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 1ht © 2019 CPH Consultants, LLD. All Rights Reserved. Pavement Marking Details Y O•A ADOPTED Uti CITY OF RENTON 4 + STANDARD PLANS N > p� I ST DATE:1-Aug-90 DWG NAME: HR-03 SP PAGE: H008 CENTER LINES • 13 • • • • • • • • �T4 3� 4 YELLOW TYPE 'I' 30' LINE MARKERS DOUBLE YELLOW CENTER LINE 4" YELLOW TYPE 'Ild' LINE MARKERS (REFL.) �:9,• 15' � III 3'� i 4" YELLOW TYPE • LINE MARKERS SINGLE SKIP YELLOW CENTER LINE 4" YELLOW TYPE 'lid' LINE MARKERS (REFL.) TWO-WAY LEFT TURN LANE • • ® • • • • • • • • • • • • O O • �• 9' 15' �{ •� * e 3' � • e e o�r4„ / 12' 4" YELLOW TYPE 'Ild' LINE MARKERS (REFL.) LM J r 4" YELLOW TYPE 'I' LINE MARKERS NUMBER OF 2-WAY LEFT TURN ARROWS SPEED LIMIT 25 MPH ----- 200' O.C. 'Of W010 SPEED LIMIT 30-35 MPH -- 250' O.C. SPEED LIMIT 40-45 MPH -- 300' O.C. a M a',• - _. .. : . � „:• wg r ( v s Y p �.v s P k t r $ d.:•�a:- ,.a, r'+�-s te"�s,`12i,. , _'. cSca b,'`.' '>n:.n " r1. t.. .. .. _ :. • -. .. 9'- d. . .. . .. NOTES: �tty.P Variable 50' Taper length = TI x taper rate See Table 3` t. First Type 2L arrow is installed 50' S,` see Plans Double yellow back of stop bar or crosswalk. Second center line `r arrow is located 100' back, or at Stopping point Wide Line Decal. toper left turn pocket. see Note 3 See Table 1 see Detail A o see Table 2 .L for taper rote 2. "S" = 140' for posted speed < 50 MPH 41 R —I "S" = 170' for posted speed > 50 MPH W L T: 11 I - - - - - - WT _ - - - - -�- Approach - WI - - - 3. Stopping point shall be marked with .;'_.°,'. stop bar only when mainline movement Tz Wz Departure ->• Wz Is controlled by a stop sign or traffic '- signal. See Detail 0 See Note 6 n See Table 1 4. Raised pavement markers shall be ;i Type 2L traffic for taper rate Installed only when specified in the , arrows, see Note t Contract Plans. Double ellow center Taper length = T2 x taper rate y-_-_--- 5. See Standard Plan H-3 for marker line, see Detail B LEFT TURN LANE designation. G. No Pass Line on approach side with I B_"� skip center line on departure side - 'k Wide line unless Double Yellow Center Line^'T,4 "s" required in the contract. •yy„ see Detail A Variable See Note 2 too' 500' MAX see Plans Stopping pointy see Note 3 - - - - - - - - - - - - - - - - - - - a CL -_- _- --_-_- ----- sr-_ - - - -- - - - ---_ ---- — - ----_ : . Type 2L - - - - - - - - - - - - - - - - - - traffic arrows see Note 1 Double yellow center Type - line, See Detail B Two-way left turn line, See Detail C YP traffiic arrows see Detail E LEFT TURN LANE TWO-WAY LEFT TURN LANE TWO-WAY LEFT TURN LANE 4 D.RIbf i\ lS�1�V' a446yYak2 °�` y 30'+ _- . See Detail F I' TABLE ] TABLE 2 TABLE 3 — — 90� ,f —ss to ° DeceI. NJ. I5T% Ol Posted Posted No pass f70NAL e� Posted Taper Taper length Left turn Speed Rate Speed Length Speed (Minimum Two way left turn termination radius at tee intersection or where EXPIRES OCTOBER 26, 2000 60 mph 601t 60 mph t80' 60 mph 790' WI =Approaching through lane left turns are not permitted 1 I rPAVEMENT MARKING 55 mph 55:1 55 mph 165' 55 mph 725' W2 = Departing lane and two Way left turn is not DETAILS 50 mph 50.1 50 mph 150' 50 mph 660' TI - Width of left turn lane continued beyond intersection. - 45 mph 45:1 45 mph 135' 45 mph 590, on approach side of fy STANDARD PLAN H-3a 40 mph 40:1 40 mph 120' 40 mph 360END TWO-WAY LEFT TURN LANE a,ffTtoP _ 35 mph 35:1 35 mph 105' 35 mph 260' Tx = Width of left turn lane 30 mph 30:1 30 mph go, 30 mph 200' on departure side of rt - __Z1..,,a.-� «" ADOPTED 25 mph 25: 1 25 mph 7TV25 mph 150' WT = Total Width of channel ization - 1rty O CITY OF RENTON (WI +Wz +TI +Tz ) Sim „„�,„� g� STANDARD PLANS DA1E m FEHa�, Qi LAST DATE: 06/23/2000 iNrO SP PAGE HOO8.1 CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEN PHILLIPS PLS SCALE: RECORD DRAWINGS MRL 3/11/19 JBS DESIGNED: BRYCE BESSETTE DRAWN. JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE IAT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0. REVISION -". I DATE APPR APPROVED: CHANNELIZATION MARKERS DETAIL Oti`CY O� ADOPTED CITY OF RENTON + '� ; STANDARD PLANS "{� T O� IST DATE: 04/04 DWG. NAME: H001 SP PAGE: H001 ''" s' . t... a . Type 2YY - >'E' O RPMs, see ( n Not e 5 �i� Type 2YY RPMs YP w y m c see Note 5 T the - o i de L °• . W 40' Spacing >, - II c ..� �_I ��.-1:;�1�L'.%I_,,1,.,-,:", ,� _��,,1�,1,�"-�:_._I.�. ,�I _i"'.- _..-f - .-, I ,-,,.,,.. .-'..i _-. � I", I 1I.,.� ,.. ..1.. , 1I.-.. I ..- - . _4- 1 1_, * niv13;- . -�,. -; - =____1%� —\----------- != --�1:...-1'!—V-:-,—i4 --,._--;�'-,—',�-'4.­11-I ® ` c 3 a 0 15' 10 30' 10 15' o + + < . 3 "0J ;O . ,� - lh,V/� 6" �7T- 6 m F' T o a eft i ,: Double ello w w w - I: .,I ,�,i //}®2D' Spacing I 11B I -1 : II . I . . . 4 1 I_4r-1I/--/-//-/-/X- -1`/.- -/x- x-X - �- , T e 2 RPM- .:. : _ y %. i-' ,'.. Y ::.?.. see Note 5 center line turn line - a , t DETAIL A DETAIL B y°' >,- 'i"' �1� ". 3' DETAIL C,, � r� $� � '^ sn 1 xr `. .se � 3 ns,t�3 x y,iy J t ,3, t4 x x^ '--. „TM 4,1� k .-7 7 ,), `-. Inside edge a �* 1+�k. 9" , . ' : :�" 1 t `Yx .t" , of lane 4 �`.17 Pavement markings may be .2 ' " " """ N-- k5. s " - 4" curved here as shown to ,g.f <' f, allow continuous painting Double yellow Two-way 5' to 10" a%.1 Double -F v by the striping machine. center Ii - Left Turn of t t YeIIDW 6" 4 s Lane r Center 6" '= 11 t Line d ,11 Deceleration taper °----ttj}----. [I s5k '•.' o /2 Width Type 2YY RPM % r_ c-_-_-_-_-_-_-__ I/2 Width see Note 5 4" T� '`,,::.. When RPM's required n - b contract, use f° a Y ALTERNATE, Type 2YY, see Note 5 f LINE DETAILS 'E q" Type 2L Traffic Arrows &4 T;. ® 1 DETAIL E 40' RPM H i �O RPM ®cin spacing See "Alternate �0�_�64 FA6Qry v, 20' tamer _-� _ Line Detai I" Lane width 5 +a. for decal-'^-- -'-'----- measurement point - :a T ® ® ® POAE fAGI ST?" N�4j� C)x, 4.. \ \ ssyONAL B O li 11 Type YY RPMs \ a - O `\ EXPIRES OCTOBER 26, 2000 - 10' O.C. ti O \ PAVEMENT MARKING DETAILS ' 0 : o- I 1.-.( 0' RPM spacing j Double yellow center line `1J I 4 } , DETAIL F STANDARD PLAN H-3a T Double yeI low a 111- srffraoeasf�rs center I ine o fi f,""` ADOPTED l " - 1 k 11. I , DETAIL D ,� x t1 : x� sty O CITY OF RENTON r ,,: a .S ' " C a STANDARD PLANS -t`�'da Y* y ": r,s .w ' =n a,. ;y 1' 3 5s�' .7 �" r �,'-uT`� 1 t sym nu o«�m q 3..T ,., ,< .. g v" a r °A E m.H� m Rnv� Q� O� LAST DATE: 06l23/2000 �' �. SP 008 2 ,, - — I *1 I , � - , , -. I . � ... �­` - , ,� 'L E a PAGE H r _- �ti. ,.� y"ts'.r '�y F' : TMa i - x ° as '"'cT' y�"o `Y'.c , 10. � , �,- I " +� .-.l 6( F R1 h - G 4.,, �-,. ice' A''S.$.'�,' f M &tCi i.p .. R a 4 H ✓6'.11' ems.,. :'. °}T F- 4. A , 7` P1. i n. ° t. "_".'. :2 ... .. .. . Type 2YY .. - J Isee Note 5 Type 2YY RPMs Wide Line 40' Spacing see Note 5 m o C T 9 0 ' C 9 ® � m 3 + J 15' 10' 30' 10' 15' 3 } �,z&, � m T71 '" ''� >;'" ® 4"-___-_-_-_- _-_-_ J 113J____-_- -_- -_-_-_®-_--____- ,. ,. I � ° 20' spacing ,...._... - - 1 � +- 6 4„- 6 m Type 2W RPMs Double yellow%Two-way left , � 4.4K,, f �, see Note 5 .. center line turn line •%",° - 1. ... . - ... .,. - W 7 §y e.. { e ": _., 1 :o DETAIL C s". , . _..:` DETAIL B 1 �.. .. " 0 3' ,;- DETAIL A . '. ,.,. a.d �" ti w�, .. .. ... ,y. - s°,.�'%,� -""un. s.,' x x•x <a. Ins(de edge t.. > y ::c ; ffi - :n? �'r V+2 'r'�t, 1g'' 3; of one ..1. Pavement markings may be 4 ? `'t{ L. �` ,t„ f ,� * I %�..X 4" curved here as shown to ` F - e ' allow continuous painting Double yellow - Two-way x 5' to lo, ''�' w Double by the striping machine Center line Lane Left Turn ,4- a glt �' YeIIOW ` 6 Center 6 _ I ' L11 ?, ,- "' ..- i . Line rk11111 Deceleratl on taper a �ilI 11 a�` , ' �. 0 5 �' a,,.... -_-_-_-_-__ /2 Width Type 2YY RPM 4• a1._, A`YN When RPM's required a - I/z Width see Note 5 I. Dy contract, use _ 1° ALTERNATE Type 2YY, see Note 5 LINE DETAIL "1 •E 4" Type 2L Traffic Arrows v DETAIL E ' ® _ 40' RPM ® 4♦1il�l 20 RPM®ciner Spacing SeL inel Detaale Lane width f�0�1e 644 wy -- 1. t°P------ — for dece '-----------'--- measurement point - 90 ,v ..... Q W� � F OI 6TB III ® ® 4„ �R `� -.- Irs`�YONAL 8 0 Type YY RPMs \ ' `\ EXPmFS OCTDBER 26, 2000 10' O.C. \,/0' E ! PAVEMENT MARKING m Double yellow center line DETAILS 40' RPM spacing } m :_9 I ° DETAIL F STANDARD PLAN H-3a Double yellow 0a • ,' ,c ..%,,. x a center I ine m 'A ? ,A• e,o e +rl"I _ �t, i "t" s r, s ADOPTED r;1 zar F > n nr s 13 1z' < a t: :.�.. n re at a rn a �" " - --��- SN p CITY OF RENTON aadnk DETAIL D ,' S ° Ms� O� t * , a ���w �n : �m «� STANDARD PLANS s f $ I e ,' & l °" 6 a0 �� O� LAST DATE: 06/23/2000 k f 1 N'C , , SPPAGE H008.2 r+ :y1ce" b y, t1�1 "' a; 2 z g se a s ., t d ," c, a" t •V ,ti il^. t,¢ tiara''`,,. ._ /. +s+nw ea,.„ :Y.� " .p4` wroi4 .. f �t" 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. VERTICAL: NAVD 1988 HORIZONTAL: RAID 1983/1991 DATU M -� SC '11� I WAS .14 T-393417 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW VRC T Y O RENTONROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS SIGNING AND CHANNELIZATION DETAILS Planning/Building/Public Works Dept. 111 I LJJ `' DATE: i 5/1/18 Q J FIELDBOOK: PAGE: N DRAWING N0: C5.101 IJZ LJ OF: _�-E--. 39 48 ( ) PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W. M. rn a LU LU LU i a J a N z LU VTENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Glen DuBreuil Phone: 425-250-0582 Copyright© 2019 CPH Consultants, LLC. All Rights Reserved. ILLUMINATION CONSTRUCTION NOTES FOUNDATION, POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE DINSTALL SCHEDULE, SHEET IL-02, AND PER CITY OF RENTON STANDARD PLANS 116.1, 119, 120, 121, 125 & J013 ON SHEETS IL-03 AND IL-04. OCONSTRUCT STREET LIGHT CONTACTOR FOUNDATION PER CITY OF RENTON STANDARD PLAN 126.1, SHEET IL-04. FOUNDATION SHALL BE ADJACENT TO AND FLUSH WITH SIDEWALK. FURNISH AND INSTALL SERVICE CABINET PER CITY OF RENTON STANDARD PLAN 122.1, SHEET IL-04. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE VERIFIED BY CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. OAPPROXIMATE LOCATION OF 1201240V SINGLE PHASE POWER SOURCE, AS PROVIDED BY PSE ON 0110812018. THE CONTRACTOR SHALL INSTALL CONDUIT AND CONDUCTORS TO THE POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE SHALL MAKE FINAL CONNECTION TO THE POWER SOURCE AFTER REVIEW AND APPROVAL OF LIGHTING SYSTEM BY ERIC CUTSHALL, CITY OF RENTON TRANSPORTATION MAINTENANCE MANAGER, PHONE NUMBER 425-430-7423. O EXISTING UTILITY POLE MOUNTED LUMINAIRE TO REMAIN. AS-BUILTS CERTIFICATION: KR I HEREBY CERTIFY THAT THE AS MEASUREMENTS SHOWN T : B HEREON ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE �\� OF WgS�S' AND BELIEF AS SURVEYED IN THE FIELD IN JANUARY 2018 ' 2 0,w.., 35 03-06 2019 NAME DATE S�01VAL�� LICENSE # 03-06 2019 CALL BEFORE YOU DIG 1-800-424-5555 ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZE ILLUM. #8 SERVICE #2 EQUIP. GRND. PULL WIRE NO. 1 2" SCH40 PVC 2 1 2 2" SCH40 PVC 2 1 2" SCH40 PVC SPARE 1 3 2" SCH80 PVC 4 1 2" SCH80 PVC SPARE 1 2" SCH40 PVC 4 1 4 2" SCH40 PVC SPARE 1 5 2" SCH80 PVC 2 1 6 3" SCH80 PVC 3 2" SCH40 PVC SPARE 1 7 2" SCH40 PVC SPARE 1 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. RECORD DRAWING 1 1 2/28/19 NO. I REVISION I BY I DATE I APPR SURVEYED: DESIGNED: TREVIN ROLETTO, PE DRAWN: TREVIN ROLETTO, PE CHECKED: GLEN DUBREUIL APPROVED: CHRIS BICKET, PE SCALE: 15 60 0 30 90 SCALE IN FEET ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M LLGLNU EX NEW/RELOCATE DESCRIPTION B 0 JUNCTION BOX TYPE 1,2 )8( PEDESTRIAN LUMINAIRE POLE -0- UTILITY POLE UTILITY POLE MOUNTED LUMINAIRE — — — CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET 91 PSE POWER SOURCE OCONSTRUCTION NOTE O LUMINAIRE POLE NO./LETTER AWIRE NOTE 000 �of WJ '` 0 OK �s .......... A... 0%i7--2018 CITY OF RENTON 1*"R Nb%V Planning/Building/Public Works Dept. RECORD DRAWINGS T-393418 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ILLUMINATION PLAN DATE: 01/17/2018 FIELDBOOK: PAGE: DRAWING NO: L-01 SHEET: OF: 1 4 Ln co T Q C) �1J J H `H LU LU J Q N z LU PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W. M. rn cY) d LU i LU LU a J a N z LU ILLUMINATION GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT, CURRENT EDITION AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION ONE WEEK IN ADVANCE OF CLOSURE FOR REVIEW AND APPROVAL. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED ACCORDING TO THE APPROVED CITY OF RENTON TRAFFIC CONTROL PLAN. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48-HOUR LOCATORS, 1-800-424-5555. 4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% MAXIMUM DRY DENSITY MODIFIED PROCTOR. 10. THE CONTRACTOR SHALL PROVIDE MATERIALS SUBMITTALS AND POLE SHOP DRAWINGS TO THE CITY OF RENTON FOR APPROVAL MINIMUM 3 WEEKS PRIOR TO THE DESIRED APPROVAL DATE. 11. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL POTHOLE EACH POLE LOCATION TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10-FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 12. CONTRACTOR SHALL RESTORE ALL GROUNDS DISTURBED BY CONDUIT AND ILLUMINATION SYSTEM INSTALLATION, INCLUDING BUT NOT LIMITED TO: LANDSCAPING, IRRIGATION, CONCRETE SIDEWALKS, ETC. 13. THE LOCATION OF FEATURES SHOWN SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR WITH TRANSPORTATION MAINTENANCE DEPARTMENT MANAGER ERIC CUTSHALL AT (425) 430-7423. PSE/INTOLIGHT SCOPE OF WORK ILLUMINATION POLE SCHEDULE (INSTALLED BY PSE/INTOLIGHT) LUM. STREET STATION OFFSET MOUNTING ARM POLE LUMINAIRE TYPE COMMENT POLE NO. HEIGHT LENGTH EX UTILI GE�OL� XISTING LUMINAIRE ARM TO REMAIN. NEW FIXTURE 0LK 0 WA BLVD N EX EX EX EX POLE 4qSTALLED BY PSE/INTOLIGHT. E-RS2133W EXISTIING EVOLVE CONSTRUCTION NOTE '&1G 54W ERSPSEZINTOLIGHT PSE LUMINAIRE SHALL BE INSTALLED BY INTOLIGHT. A PSE/INTOLIGHT WORK SKETCH IS REQUIRED TO BE INCLUDED IN THIS DOCUMENT PACKAGE PRIOR TO CONSTRUCTION DOCUMENT APPROVAL. PSE/INTOLIGHT SHALL FURNISH AND INSTALL ALL MATERIALS. PROJECT CONTRACTOR SHALL COORDINATE WITH PSE/INTOLIGHT TO SCHEDULE INSTALLATION, INCLUDING COMPLETING ALL FORMS, PAYMENT OF ALL FEES, ETC. ASSOCIATED WITH THE INSTALLATION. PSEZINTOLIGHT GENERAL NOTE 1. PROJECT CONTRACTOR SHALL COORDINATE WITH PSE/INTOLIGHT TO SCHEDULE INSTALLATION, INCLUDING COMPLETING ALL FORMS, PAYMENT OF ALL FEES, ETC. ASSOCIATED WITH THE INSTALLATION. A PSEANTOLIGHT WORK SKETCH IS REQUIRED TO BE INCLUDED IN THIS DOCUMENT PACKAGE PRIOR TO COORDINATED CIVIL DOCUMENT APPROVAL. PSE/INTOLIGHT SHALL FURNISH AND INSTALL ALL MATERIALS BY CONTRACT WITH THE DEVELOPER. SERVICE 1 BREAKER SCHEDULE CIRCUIT BREAKER CONTACTOR MAIN 2P-100 AMP --- ILLUM A 2P-20 AMP 30 AMP ILLUM B 2P-20 AMP 30 AMP 0 0 CALE ILLUMINATION POLE SCHEDULE (PLAT) LUM. POLE ID STREET STATION * OFFSET LATITUDE ** LONGITUDE ** LINT. HZGH7 VOLTA GE SERVICE/ WATTAGE INITIAL LUMINAIRE TYPE - BASE COMMENT POLE N . NUMBER*** CIRCUIT ITYPE LUMENS DISTRIBUTION Ol 5022A44 K WA BLVD N 46+39.5 27.0' T 47°31 '36.23767"N 122° 12'15.66597"W 1 .0' 240 ILLUM A 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. ®25023A44 K WA BLVD N 46+96.5 24.5' T 47°31'36.69095"N 122°12'15.16774"W 4. 0' 240 ILLUM A 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. ®3 5024A44 L WA BLVD N 47+55.0 24.5' 47°31'36.13965"N 122°12'14.63574"W 4.0' 240 ILLUM A 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. ®4 5025A44 K WA BLVD N 48+09.0 24.5' T 47°31'37.55294"N 122°12'14.14174"W 1 .0' 240 ILLUM A 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. ®5 5026A44 L WA BLVD N 48+63.0 24.5' T 47°31'37.96962"N 122°12'13.64943"W 4.0' 240 ILLUM A 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. ®6 5027A44 K WA BLVD N 49+17.0 24.5' T 47°31'38.38601"N 122°12'13.15791"W 4. 0' 240 ILLUM A 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. ®7 5028A44 N 40TH ST 38+40.0 24.5' 47°31'38.92693"N 122°12'12.28001 "W 1 .0' 240 ILLUM B 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. 0 5029A44 N 40TH ST 39+02.0 24.5' kT 47°31'38.92624"N 122°12'11.38366"W 0' 240 ILLUM B 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. ®9 503OA44 N 40TH ST 39+66.5 24.5' T 47°31'38.92186"N 122°12'10.43534"W 4.0' 240 ILLUM B 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. G5031A44 N 40TH ST 40+41.5 24.5'R 47°31'38.92584"N 122°12'09.33997"W 1 .0' 240 ILLUM B 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. G 5032A44 N 40TH ST 40+99.5 24.5'T 47°31'38.92289"N 122°12'08.49083"W 1 .0' 240 ILLUM B 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. G5033A44 N 40TH ST 41+68.5 24.5'T 47°31'38.92127"N 122°12'07.49066"W 4.0' 240 ILLUM B 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. CX5034A44 N 40TH ST 42+31.5 24.5'47°31'38.91915"N 122°12'06.57037"W 4.0' 240 ILLUM B 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. G5035A44 ARK AVE N 60+50.5 24.5'T 47°31'38.66405"N 122°12'06.22295"W 1 .0' 240 ILLUM B 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. G5036A44 PARK AVE N 61+23.5 24.5'T 47°31'37.94958"N 122°12'06.23174"W 4.0' 240 ILLUM B 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. 16 5037A44 ARK AVE N 62+05.5 24.5' T 47°31'37.14057"N 122°12'06.24991"W 4.0' 240 ILLUM B 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. 17 5038A44 PARK AVE N 62+83.5 24.5' 47°31'36.36949"N 122°12'06.26773"W 1 .0' 240 ILLUM B 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. 18 5039A44 ELLS AVE N 99+47.0 16.5' T 47°31 '38.64368 "N 122° 12'09.71065 "W 0' 240 ILLUM B 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. 19 504OA44 WELLS AVE N 98+95.0 16.5' T 47°31'38.16830"N 122°12'10.20835"W 4. 0' 240 ILLUM B 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. 20 5041A44 ELLS AVE N 98+30.0 16.5' L 47°31'37.50101 "N 122°12'10.23167"W 1 .0' 240 ILLUM B 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. 21 5042A44 WELLS AVE N 97+87.0 16.5' T 47°31'37.04982"N 122°12'09.74996"W 1 .0' 240 ILLUM B 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. 22 5043A44 ELLS AVE N 97+43.5 16.5' T 47°31 '36.64695 "N 122° 12' 10.24523"W 4. 0' 240 ILLUM B 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. 2® 5044A44 ELLS AVE N 96+87.5 16.5' 47°31'36.09543"N 122°12'09.77040"W �4. 0' 240 ILLUM B 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. a 5045A44 N 39TH CT 20+10.5 16.5' T 47°31'37.00639"N 122°12'10.68334"W 1 .0' 240 ILLUM B 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. 25 5046A44 N 39TH CT 19+37.0 16.5' T 47°31'37.33975"N 122°12'11.67726"W 14.0 240 ILLUM B 44 LED 3,850 PRESTIGE CY17T4-VS3AR-SKY-3-44W-4K- FIXED NEW FOUNDATION AND POLE PER RENTON 240-EA 1-GCY06P-PC-XX-BLACK-TX STD PLAN 116.1. * STANQNLS FFSETS ARE APPROXIMATE. CONTRACTOR AL ON ST TS H Y INSPECTOR PRIOR TO IMPLEMENTING. ** POLE LATITUDE AND LONGITUDE NUMBERS SHALL BE PROVIDED BY CONTRACTOR FOR INCORPORATION INTO AS -BUILT PLANS. *** POLE ID NUMBERS SHALL BE PROVIDED BY ERIC CUTSHALL, 425-430-7423 (CITY OF RENTON) FOR INSTALLATION BY THE CONTRACTOR AND INCORPORATION INTO AS -BUILT PLANS. VTENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Glen DuBreuil Phone: 425-250-0582 Copyright© 2019 CPH Consultants, LLC. All Rights Reserved. CALL BEFORE YOU DIG 1-800-424-5555 RECORD DRAWING 1 1 2/28/19 NO. I REVISION I BY I DATE I APPR SURVEYED: DESIGNED: TREVIN ROLETTO, PE DRAWN: TREVIN ROLETTO, PE CHECKED: GLEN DUBREUIL APPROVED: CHRIS BICKET, PE SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ILLUMINATION WIRING DIAGRAM N 40TH ST 7 8 9 10 11 12 13 O P1 Z 18 NEW SERVICE 14 ILLUM A 6 19 > ILLUM B 11 O� � Q 15 z �\ 5 20 J W j �P Q 16 Q 4 >- VN9TH CT 21 3 N J 24 Q 17 C- 2 NOT TO SCALE 22 1 23 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M AS-BUILTS CERTIFICATION: I HEREBY CERTIFY THAT THE AS -BUILT MEASUREMENTS SHOWN HEREON ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED IN THE FIELD IN JANUARY 2018 6���7 NAME LICENSE # 000 of WAJ w 0%i7--2018 CITY OF RENTON Planning/Building/Public Works Dept. 03-06 2019 DATE 4�G` TONAL � � 03-06 20 � 9 RECORD DRAWINGS T-393419 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ILLUMINATION PLAN CO O O T U') CO T C) O CO T Q J M, co O O CO N V1 DATE: 01/17/2018 Q FIELDBOOK: J PAGE: DRAWING NO: N -02 z SHEET: OF: LU 2 4 (n PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W. M. co p )M co I I LLJ I— UJI `UJI i a J a N z rUJI V ) VTENW Trans ortation En ineerin ARE AND PULE ! :; ,_:. BE "ACTORY !'.G AND PCVICER COATED. RAL 9005TX "JET BLACK" PRESTIGE SERIES (CYT7N) LED POST -TOP LuIANAIRE (WATTAG= PER PLANS, 4,000K CCT, 1213-271L' UNIVERSAL DRIVER. 'MTH VS3AR RI9SED ACRYLC -ENS) BY CYCLONE n (OR APPROVED EQUAL)- DRIVER �, SHAL_ BE INTEGRAL TO THE fl?<TL1RE. FOR SIRE=T LIGHT STANDARD 11=CAL NUMBERING DETAIL REFER TO LYTY OF RENTDN STD PLAN 121 14'-O• FLUTED SHAFE, 5' DAIVETER, STRAIGHT ALUMINUM POLE (PD1.5 14 ED46 RALAODST%- TN97) 8Y-YCLONE (OR APPROVED EMAIL! SCE POLE BASE DETAIL, THIS SHEET 16" DAUFTEP, BASE COVER FOR FOUNDA110N DETAILS, SEE THIS 9ial POLE ELEVATION 7' CONDUIT UN STATED DTHERI PLANS ANCHOR BOLT .-T ROLL"I�V� 1-xj{j"a4 GALVANIZED STEEL ANCHOR BOLTS a tit L�1 U 41 SASE PLATE _ DETA.L H - #5 BARS, EVENLY SPACED CEN-ER CONDUIT IN FOUNDATION BOLT CIRCLE (DIA PER BASE PLATE DETAIL, THIS SHEET) p4 HOOPS @ 12- FOUNDATION SECTION 2- CONDUIT UNLESS GROUND PCL_ O STA1F) OTHFRMA E ON PDUNDATION CLANS 3/4- C 3AMFER (-5P) )'-s" MIN BELOW GROUND. 2'-C- MIN UNDER PAVEMENT EXTEND THE CONDUIT B" MIN BFYCfVD FDUNDATION CR THE CONTROLLED C'EN97Y BACKFILL g4 HOOFS 9'2' 8 - N5 BARS, EVENLY SPACED 2 j2" CLR U " M:N. BOLT VJECTION i T n a a 0 20 A 24' FOI.INPATION OFTAIL 7/B" DIA BOLE (T1P) 1/1' STEEL PLATE BID' - CIRCLE fDA PER BASE PLATE DETAIL. MIS SHEET) ANCHOR BOLT TEMPLATE DETAIL TP DE FOUNDATIO4 ANCHOR BOLT, 4 TO -AL, ?/9' CIA (TYP) 3/4' HLX NU I S, S IL-L (6 REV PER ANCHOR BOLT). FLAT WASHERS (B REO'D PER ANCHOR BOLT) AMCFiQR BULT ASSEMBLY DE -AIL FOUNDATION DETAILS STD- MAN - 1 = 6.1 G �l PUBWC WORKS NEIGHBORHOOD STREET PRDrC +` l+ DEPARTMENT PEDESTRIAN LUMINAIRE FIXTURE AND POLE DETAILS D.a MOUNTING HEIGHT 15 FEET INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50' F OR ABOVE. n NUMBERING ., EXAMPLES cu 45' ;1191 TRAFFIC FLOW / PLAN VIEW LED TYPE WATTAGE 1-3/4" TO 2" 2" TO 2-7/8" 2-1/2 TO 3" if DECAL RFFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND STD. PLAN — 121 a t PUBLIC WORKS STREET LIGHT STANDARD DEPARTMENT DECAL NUMBERING SYSTEM PRo ED- p g g NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 CALL BEFORE Office (425) 889-6747 YOU DIG Project Contact: Glen DuBreuil 1-800-424-5555 Phone: 425-250-0582 Copyright© 2019 CPH Consultants, LLC. All Rights Reserved. LUMINAIRE WIRES WILL BE A CONTINUOUS RUN FROM FUSE HOLDER TO FIXTURE WITH NO SPLICES. GROUND ROD FUSE KITS QUICK DISCONNECT TO LUMINAIRE 3 AMP IN LINE FUSE KITS LUMINAIRE WIRES WILL BE y 2 S.E.C. OR EQUAL AWG IN A JACKETED CABLE REFER TO IVSDOT LOCKING LID STANDAR❑ jR GREEN INSULATED WIRE DUTY JUNCTION BOX TYPES 1 &2 TO FIXTURE GROUND LUG STANDARD PLAN J-40.10-03 GROUND LUG 1 /4" MMJIL4UM DRAIN HOLE—. SPLICE KITS CLEAR EPOxY SPLICE KI ON ALL THRU WIRE RUN 4' CONCRETE PAD 2' MIN, Ng BARE COPPER GROUND WARE 1 -#8 EQUIPMENT WIREW/GREEN 1NSuLATTON FROM SERVICE CABINET 2 - LIGHTING SYSTEM — MRES TO CONTACTOR (SIZED AS REO'D.) 5/8'xB' COPPER CLAD GROUND ROD 2' MIN- GROUT UNDER POLE BASE ENO I I I AGROUND CLAMP 2' PVC CONDUIT SYSTEM I� =i CONCRETE FOUNDATION 3' SO- OR DIA. 'Ylj NOTES: 1, EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 2, IF THE FIXTURE MANUFACTURER HAS MADE PROVISION FOR THE ATTACHMENT OF A GROUND WIRE A GREEN INSULATED WIRE OF THE SAME SIZE SHALL BE RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUIN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. OF CONCRETE FOUNDATION TO LEVEL WITH TOP OF SIOEWALIS CURB. STD. PLAN — 119 !® * PUBLIC WORKS TYPICAL LIGHTING A1'PI�OV1';I) 7� DEPARTMENT UNDERGROUND SYSTEM 26 1061 TYPICAL. LIGHT BASE AND JUNCTION BOX FRONT VIEW CONCRETE PAD 3'-0" VARIABLE MIN. SIDE VIEW TYPICAL JUNCTION BOX `B' CONCRETE PAD 4„ ev a e a • c ° v c FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX `C' CONCRETE PAD e °v ;j°. .o av : a °aaee7 i I FRONT VIEW SIDE VIEW STD. PLAN — 125 ►®� PUBLIC WORKS TYPICAL CONCRETE PAD DETAILS + DEPARTMENT ROVEp: N �A� RECORD DRAWING REVISION 2/28/19 SURVEYED: DESIGNED: TREVIN ROLETTO, PE DRAWN: TREVIN ROLETTO, PE CHECKED: GLEN DUBREUIL BY DATE APPR APPROVED: CHRIS BICKET, PE dCh? T c ° 3 kJ Y J STREET LIGHT POLE JUNCTION B>3X PLAN VIEW SIDE VIEW LIGHTING STANDARD 8c JUNCTION BOX I CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD SCALE: PUBLIC WORKS DEPARTMENT ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 4" DEEP PLAN VIEW INDIVIDUAL JUNCTION BOX I s�v. — CONCRETE PAD DETAILS �,�,,,,�n,,. J?)I.AI�i_ VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATUM AS-BUILTS CERTIFICATION: �NER T I HEREBY CERTIFY THAT THE AS -BUILT MEASUREMENTS SHOWN �5�.••''°°° : Bj HEREON ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE �: ° °pE WAsy •'•.� AND BELIEF AS SURVEYED IN THE FIELD IN JANUARY 2018 2• 03-06 2019 Fs• o STE���C9 NAME DATE S� NAL•VI LICENSE # 03-06 20 1 9 S�ONIAL �� 0%i7--2018 CITY OF RENTON Planning/Building/Public Works Dept. RECORD DRAWINGS T-393420 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ILLUMINATION DETAILS DATE: 01/17/2018 Q FIELDBOOK: J PAGE: DRAWING NO: N —03 z UJI SHEET: OF: 3 4 (n PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W. M. IM �IM•y•� t'J I LLJ LLJ LLJ a J a N z �LLJ V ) PLAN VIEw SIZE TO FIT CABINET 6" 6" iI d + d R N e FRONT VIEW L� CONDUIT ENTR. AREA SIZE TO FIT CABINET —Grade Level a SIQL VIEW Shim to plumb Shim to plumb T — See Note 3 T See Note 3 .I 04 hoops sI #4 hoops G #4 bar each comer C #4 bur each corner 6" MIN 1" to 2" 6 MIH 1" to 2" 3/B" diameter plastic drain 3/B' diameter Plastic drain a C u `a SIDE MEW 1 —B• Cabinet depth V-6" +2 N i 121 4 hoop6 u w PLAN VIEW PAD MOUNT CONTROLLER CABINET FOUNDATION For NOTES see Std. Plan 126.2 G J4, bar each corner SIDE VIEW V-6• Cabinet depth V-6" + 2 io 9 s , r •'I C_ i u u 1'4 bar eoch corner PLAN NEW PAD MOUNT BATTERY BACKUP SYSTEIA {B�eSI FOUNDATION * `+ PUBLIC WORKS CABINET FOUNDATION DETAILS ROVE DEPARTMENT zo I� �'N T T: VTENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 CALL BEFORE Office (425) 889-6747 YOU DIG Project Contact: Glen DuBreuil 1-800-424-5555 Phone: 425-250-0582 Copyright© 2019 CPH Consultants, LLC. All Rights Reserved. DIAMETER = 7/8" - 4- 7/8, 1/4„ LOAD FUSE LINE 1/4" / \ 1 /8" 0 1/all CUTTING RINGS FUSE KIT EPDXY FILL --.I INLINE SPLICE E-T7r)vv E-,I I SPLICE K I T RECORD DRAWING REVISION FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON + a STANDARD PLANS 'I�:`• 1ST DATE: 04/04 DWG. NAME: J013 SP PACE: JO13 2/28/19 SURVEYED: DESIGNED: TREVIN ROLETTO, PE DRAWN: TREVIN ROLETTO, PE CHECKED: GLEN DUBREUIL BY DATE APPR APPROVED: CHRIS BICKET, PE =; SCALE: 4 LABEL THE STREET FACING SIDE OF THE CONTACTOR CABINET WITH ITS ADRES5 14UMBER (W/O STREET NAME)USING AN ENGRAVED PHENOLIC NAMEPLATE WITH 2' HIGH BLACK LETTERING ON WHITE BACKGROUND. ATTACH NAMEPLATE WITH ADHESIVE r-----------� I BREAKERS L- J PADLOCKABLE DRAW LATCH LEFT SIDE FRONT VIEW ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 BASE PLAN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM ❑ D 1 1 METERING ,I1 11 DIA 422 T� � #6 AWG #8 AWG TEST CI5 BYPASS INTERNAL PHOTOCELL SERVICE r N DISCONNECT 100/2 A ri1 15 rZ CONTROLS AUTO —.� -0 C1 MAIN RATED TEST aIOH AIC 20 o RECEPTACLE tDCK LA 20 �� ILLUMINATION I C 1 PAD I xwn NOT Ia E><um Ipi of � BREAKER ArrcnwE MAIM 20 9 BBS 50 r SIGNAL PROI LOCAL UTILITY SERVICE BY OTHERS 1zD/240 VOLT I PHASE 3 WIRE , 2- TO I" NOTE: LOAD CURRENT FOR ALL BREAKER NOT TO EXCEED 80% OF BREAKER AMPERAGE ENCzL URE CONSTRUCTION NOTES I EnERIOk, I/e" ALUMINUM, AND HIERIDH 1A GA COLD ROLLEO STEEL ELCGIRICAALT nELDW AND RErs9kCE0 MHERC REQUIRED � 2. GANSNIUCTKIN 1WLL BE NCIA 3R, "NTIGHI 3 ALL NUTS, ea is AND ScRcws WILL BE SIAMLESS STEEL REFLECTORIjED GO1,11C GOLD OR WHITE 4 NUTS BOL1S & SOR MS MILL NOT BE VISIBLE FROM OUI9DE OF ENCLOSURE S. R"PWF.S WILL BE PROVIDED AS REOLAREO LEGEND ON BLACK QACKGROUND D. CONTROL WIRING WILL Of MARKED AT BOTH ENOS FIT PERUMENT WIRE MARKERS 7 A PLASTIC COVERED WIRING DIAGRAM WILL BE ATTACHED TO THE INSIDE OF RON THE Ft DOOR a ENCLOSURE WILL W FACrDW WIRED AND CONFORM rD REQUIRED NCUA AND UL wBA VAKIWDS. 9 ANW2f APrER FABRICATION 30/2 AS-BUILTS CERTIFICATION: �NER T I HEREBY CERTIFY THAT THE AS -BUILT MEASUREMENTS SHOWN ��5�.•�''S ..41 HEREON ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE O WA y AND BELIEF AS SURVEYED IN THE FIELD IN JANUARY 2018 2• 03-06 2019 1--.0 ST0..G` NAME DATE ASS VIAL LICENSE # 03-06 20 1 9 ��:oF w�sy Big, S�ONIAL • �� 0%i7--2018 CITY OF RENTON Planning/Building/Public Works Dept. RECORD DRAWINGS T-393421 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ILLUMINATION DETAILS DATE: 01/17/2018 Q FIELDBOOK: J PAGE: DRAWING NO: N L-04 z UJ SHEET: OF: 4 4 (n