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HomeMy WebLinkAboutR-372343TBLOCK -COR va OTOP351308 CUWS35130� CN CUSD351308 w CNOT351308 0 CGRD35130E O CSIT351308 U keymap w ._! LL LLI C) z Z W L) 0 o d Q V W M .I 7 IP'AD,- 438.3 5 STA 15 +22.81, 13.50' LT } A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. D "' XXI S 15*3 . 13. 45 RT _ � _ I +� (PUBLIC) AD =443. PAD =440.0 5 STA 16 +09.60, 6.05 RT SEE C3.05 STA 15 +28.08, 16.20' RT SEE C3.06 5 STA 15 +07.88, 40.12' RT 5 ono NNW) CN Z II LLI 2.00 7 470 460 450 440 430 420 410 400 17 +20 va DRIVEWAY TABLE LOT CN STA T10N, OFFSET CALL BEFORE Land Use CortSubt . RDpd hbnapment WIDTH 7 STA 13+ 77.441 13. DO' L T 18' (p �o `° �o �° `n ^ � DO Q° DO 00 vi O N N 4 cp K, DO of O •- 10 15 +42.49, 13.00' LT 18' 11 STA 15+70.491 13.00' LT 18' 13 +20 13 +60 14 +00 14 +40 14 +80 15 +20 15 +60 16 +00 16 +40 16 +80 0 10 20 1 CITY OF RENTON CONSTRUCTION PERMIT APPROVAL JBS 05/01 1 JBS "Opm 90A1� Approved by: Date: 2 AS- BUILTS GG 03/16/1 JBS N/A DE31111211611k VERT. IN FEET AMIE B. SCHROEDER, PE 0 20 40 Approved by: Date: 011111111111111ft PETER EVANS ow "m HORIZ. IN FEET Approved by: Date: B. SCHROEDER, PE OW � —JAMIE Copyngt•t © 2014 CPH Consultants, LLC. All Rights Reserved. Approved by: Date: N 0 . REVISION BY DATE AP P R APPROVED � /ICCOPONCLY 7 470 460 450 440 430 420 410 400 17 +20 HO W IW3/ft' C1 TY OF RENTON DATUM Planning /Building /Public Works Dept. CONSTRUCTION NOTES fO SPILL CONTROL TEE PER COR STD. PLAN 23700 O SAWCUT PAVEMENT REMOVE, AND REPLACE EXIST. HMA PAVEMENT MIN. PAVEMENT SEC 710N TO MATCH EXIST. 3O PIPE OUTLET PROTECTION PER DETAIL AN SHEET C3.103 4O APPROX. LIMIT OF GRADING 5O SIDEWALK RAMP TYPE 3C PER COR STD. PLAN F012 -2 6O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103 O7 ROADWAY SURVEY MONUMENT IN1H CASE PER COR SID. PLAN H031 OCEMENT CONC. SIDEWALK PER COR SID. PLAN F005 -1 AND F007. WD 774 PER PLAN. OTYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CAR SID. PLAN F001 6' PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN G SIDEWALK RAMP TYPE 10 PER COR SID. PLAN FOfO 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CAR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA110NS AND IN01H O13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC110N 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 WOODEN BOLLARD PER COR SID. PLAN H022 17 REMOVABLE WIDODEN BOLLARD PER COR STD. PLAN H021. 18 TYPE 111 BARRICADE PER COR SID. PLAN H018 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT � 9 DETAIL ON SHEET C3.102 RECTANGULAR BI- DIREC110NAL VANED GRATE PER COR STD. PLAN 20 204.30 21 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. CRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED WAECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS N07ED OTHERWISE. wi My A -KEYMAP 11 R- 312343 rjA , Z va DRIVEWAY TABLE LOT I m D STA T10N, OFFSET CALL BEFORE Land Use CortSubt . RDpd hbnapment WIDTH 7 STA 13+ 77.441 13. DO' L T 18' 8 STA 14 +37.461 13.00' LT 18' 9 STA 14 +87.47, 13.00' LT 18' 10 STA 15 +42.49, 13.00' LT 18' 11 STA 15+70.491 13.00' LT 18' HO W IW3/ft' C1 TY OF RENTON DATUM Planning /Building /Public Works Dept. CONSTRUCTION NOTES fO SPILL CONTROL TEE PER COR STD. PLAN 23700 O SAWCUT PAVEMENT REMOVE, AND REPLACE EXIST. HMA PAVEMENT MIN. PAVEMENT SEC 710N TO MATCH EXIST. 3O PIPE OUTLET PROTECTION PER DETAIL AN SHEET C3.103 4O APPROX. LIMIT OF GRADING 5O SIDEWALK RAMP TYPE 3C PER COR STD. PLAN F012 -2 6O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103 O7 ROADWAY SURVEY MONUMENT IN1H CASE PER COR SID. PLAN H031 OCEMENT CONC. SIDEWALK PER COR SID. PLAN F005 -1 AND F007. WD 774 PER PLAN. OTYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CAR SID. PLAN F001 6' PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN G SIDEWALK RAMP TYPE 10 PER COR SID. PLAN FOfO 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CAR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA110NS AND IN01H O13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC110N 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 WOODEN BOLLARD PER COR SID. PLAN H022 17 REMOVABLE WIDODEN BOLLARD PER COR STD. PLAN H021. 18 TYPE 111 BARRICADE PER COR SID. PLAN H018 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT � 9 DETAIL ON SHEET C3.102 RECTANGULAR BI- DIREC110NAL VANED GRATE PER COR STD. PLAN 20 204.30 21 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. CRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED WAECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS N07ED OTHERWISE. wi My A -KEYMAP 11 R- 312343 rjA , Z va 5T Z ' \ z I m D CALL BEFORE Land Use CortSubt . RDpd hbnapment YOU DIG z m T m — �7 LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS } I R i I - GE: D 1z 1 ZT i z Z Z I J _ O r .r Z - N W i l M IAI- ININININIAIA ' CONSULTANTS T o Site Plannq ' (evil Enghwq I m D CALL BEFORE Land Use CortSubt . RDpd hbnapment YOU DIG � . s 733 7th Awwue, Suite 100 { Kinovic, WA 99033 14M00 - 424-5555 Phone: (425) 2852380 S FAk (425) 28&2389 � www.cph cons uItants. com — �7 LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS - GE: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 03.02 13 40 IAI- ININININIAIA