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HomeMy WebLinkAboutR-372346TBLOCK_COR OTOP351308 Z CUWS35130E O CUSD351308 w CNOT351308 0 CGRD35130E O CSIT351308 U keymap w .J LL Uj U) z Z W w C) o Q_ Q 0 W m J 450 430 420 410 390 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET 14* 0 M V W W 0 co co N Q W Z Z A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. SEE 03.01 SEE C3.02 to N -,1- N O cv N r� mot' n to , n o n O '_ 26 +80 27 +20 Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. Approved by : 27 +60 CITY OF RENTON Date: Date: Date: Date: 28+00 28 +40 28 +80 1 CONSTRUCTION PERMIT APPROVAL 2 AS- GUILTS NO. REVISION J BS 05/01/14 J BS"� GG 03/16/15 JBS DENO,M JAMIE B. SCHROEDER, PETER EVANS CHMM --JAMIE B. SCHROEDER, BY DATE APPR I APPPOWM APPROVED N/A ONE INCH AT MIL =%a IF NOr ONE INCH saki VC01110010LY 460 450 440 430 420 372346 410 400 DATUM DRIVEWAY TABLE Z W O STA TION, OFFSET ic PVT STA: 27 +90.00 12 STA 27 +80.99, 13.00' RT PW EL: 440.49 Q STA 27 +52.99, 13.00' RT 100.00 VC Q .°- 26 +97.99, 13.00* oo 18' 21 STA 27 +84.48, 13.00' LT 18' tea, STA �� 13.00' ocn 18' 23 STA + N ► eh - 00 _ N 1* co to `►�° o N 90 o cii iii EXISTING GRADE cii iii 00 + C� >; ® ROADWAY �- V mca FINISH GRADE ® LLj4' z U 4J W ROADWAY 1.81 Z -2.19X 80LF 12 SD (PUBLIC) Q 9.05 131 l �gLIC) S- . F .82x Cp B B. - - RIM=- 44aj0. 440.24 C870 TYPE 1 C4 KF S e - - _ y - 6.49 ►E 12"� - 434.79 C RIM- 440.03 IE(12NS)- 435.28 Q ") IE(12 S 434.49 IE(12'�)- . 435.38 i► CB80 TYPE ) i . (PUBLIC) IE(6fi1)- 435.68 RIM- 430.13 PUBLIC ( ) LV IE(121S)- -- 425.89 - =_ Z °v° IE(121d)- 425.99 IE(12'E)- . __. !95 425.99 _ IE(6" W 426.29 V I► (PUBLIC) Oct 430 �t (PUBLIC) I.RF 12 SD 8 o S -: BB- 5.17Z C855, TYPE 1 420 RIM . _ 22 430.14 IE(12"W)�'�•� 427.23 IE(6"E)= 27.38 (PUBLIC) ELEViA 77ON A T EXIST. GROUND r ELEVA T10N AT FINISH GRADE to N -,1- N O cv N r� mot' n to , n o n O '_ 26 +80 27 +20 Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. Approved by : 27 +60 CITY OF RENTON Date: Date: Date: Date: 28+00 28 +40 28 +80 1 CONSTRUCTION PERMIT APPROVAL 2 AS- GUILTS NO. REVISION J BS 05/01/14 J BS"� GG 03/16/15 JBS DENO,M JAMIE B. SCHROEDER, PETER EVANS CHMM --JAMIE B. SCHROEDER, BY DATE APPR I APPPOWM APPROVED N/A ONE INCH AT MIL =%a IF NOr ONE INCH saki VC01110010LY 460 450 440 430 420 372346 410 400 DATUM AL CITY OE ML RENTON Planning /Building /Public Works Dept. CONSTRUCTION NOTES iO SPILL CONTROL TEE PER COR SID. PLAN 23700 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION TO MATCH EXIST. O3 PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 4O APPROX. LIMIT OF GRADING 5O SIDEWALK RAMP TYPE 3C PER COR SID. PLAN F012 -2 6O PIPE INLET PROTEC110N PER DETAIL ON SHEET C3.103 (D ROADWAY SURVEY MONUMENT W11H CASE PER COR SID. PLAN H031 OCEMENT CONC. SIDEWALK PER COR SID. PLAN F005 -1 AND F007. WIDTH PER PLAN. Og TYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER COR SID. PLAN F001 6' PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN COLLEC110N PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN G SIDEWALK RAMP TYPE 1D PER COR STD. PLAN F010 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR SID. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA110NS AND N10 1H @MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER COR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER COR SID. PLAN 6013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED IMb00EN BOLLARD PER COR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER COR SID. PLAN H021. 18 TYPE 111 BARRICADE PER COR STD. PLAN H018 0 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT � 9 DETAIL ON SHEET C3.102 RECTANGULAR BI-DIRECTIONAL VANED GRAZE PER COR STD. PLAN 20 204.30 @ ADJUST EXIST. RIM TO FINISH GRADE NOTES., 1. ALL DRAIN PIPES (SO) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. 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. eoov000roo o � 000 Tif a o° 4DCALL BEFORE YOU DIG 14800 - 4245555 C P I I CONSULTANTS Site Planning • CrA Engneenng Land Use Consulting • ftpd Management 733 7th AMeru,e, SuAe loo 1 Kiftilna, WA 96033 Phone: (425) 285.2390 I FAx (425) 285-2389 www.cphconsultants.com 3ArE- LIBERTY GARDENS 02/21/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ' E DA: DRAWING .: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 03.05 nem00000 DRIVEWAY TABLE Z LOT O STA TION, OFFSET ic WIDTH 12 STA 27 +80.99, 13.00' RT 18' 13 STA 27 +52.99, 13.00' RT 18' 14 STA 26 +97.99, 13.00* RT 18' 21 STA 27 +84.48, 13.00' LT 18' 22 STA 27 +56.48, 13.00' LT 18' 23 STA 27 +06.48, 13.00' LT 18' AL CITY OE ML RENTON Planning /Building /Public Works Dept. CONSTRUCTION NOTES iO SPILL CONTROL TEE PER COR SID. PLAN 23700 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION TO MATCH EXIST. O3 PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 4O APPROX. LIMIT OF GRADING 5O SIDEWALK RAMP TYPE 3C PER COR SID. PLAN F012 -2 6O PIPE INLET PROTEC110N PER DETAIL ON SHEET C3.103 (D ROADWAY SURVEY MONUMENT W11H CASE PER COR SID. PLAN H031 OCEMENT CONC. SIDEWALK PER COR SID. PLAN F005 -1 AND F007. WIDTH PER PLAN. Og TYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER COR SID. PLAN F001 6' PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN COLLEC110N PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN G SIDEWALK RAMP TYPE 1D PER COR STD. PLAN F010 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR SID. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA110NS AND N10 1H @MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER COR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER COR SID. PLAN 6013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED IMb00EN BOLLARD PER COR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER COR SID. PLAN H021. 18 TYPE 111 BARRICADE PER COR STD. PLAN H018 0 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT � 9 DETAIL ON SHEET C3.102 RECTANGULAR BI-DIRECTIONAL VANED GRAZE PER COR STD. PLAN 20 204.30 @ ADJUST EXIST. RIM TO FINISH GRADE NOTES., 1. ALL DRAIN PIPES (SO) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. 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. eoov000roo o � 000 Tif a o° 4DCALL BEFORE YOU DIG 14800 - 4245555 C P I I CONSULTANTS Site Planning • CrA Engneenng Land Use Consulting • ftpd Management 733 7th AMeru,e, SuAe loo 1 Kiftilna, WA 96033 Phone: (425) 285.2390 I FAx (425) 285-2389 www.cphconsultants.com 3ArE- LIBERTY GARDENS 02/21/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ' E DA: DRAWING .: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 03.05 nem00000 F� z z T z Z rr D O D Z Z C m m n _ J f _ w < 1 _Z W v _ N W 1 X D ' Z Z C O ic � a ' i� zv D m r. < >1 I w I F� z z T z Z rr D O D Z Z C m m n _ J f _ w < 1 _Z W v _ N W 1 X D Z O ' i� zv D < Z