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HomeMy WebLinkAboutR-372348TBLOCK_COR x OTOP351308 Go CUWS351308 00 r-" � CUSD351308 w CNOT351308 0 CGRD351308 O CSIT351308 U keymap W OSIT351308 36 +00 tJ r^ � VJ Z F_ W 0 lJ c� (C Q [L 0 W m J 450 0 430 420 410 390 : EXISTING GRADE o ROADWA Y 0 - W Lu L4.1 - - _ 219 12' SD (PUBLIC) o �1;_ — — — P4LF n Cni maw FINISH GRADE ROAD WA Y q PV1 STA: 33 +79.33 P EL: 428.48 200.00' VC C8210, TYPE 1 j RIM= 4JB:50 429.99 I E(12 "S) = 425-11 425.74 (PUBLIC) M 450 W W 440 M M Q 430 LAJ Z azo �_2 410 °O N ° `-) 00 op vN N N Nom, 34 +00 33 +60 VOUCAL 0" , HOMI MM- MAD 1963/101 Alt::�� DATU M 400 390 380 CONSTRUCTION NOTES tO SPILL CONTROL TEE PER COR SID. PLAN 23700 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION TO MATCH EXIST. 3O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 @APPROX. UMIT OF GRADING 5O SIDEWALK RAMP TYPE 3C PER COR STD. PLAN F012 -2 6O PIPE INLET PR01EC71ON PER DETAIL ON SHEET C3.103 O7 ROADWAY SURVEY MONUMENT IM1H CASE PER COR SID. PLAN H031 OCEMENT CONC. SIDEWALK PER COR SID. PLAN F005 -1 AND F007. WIDTH PER PLAN. Og TIP. CEMENT CONC. VERTICAL CURB AND GUTTER PER COR SID. PLAN F001 6" PVC (UNLESS NOTED 01HERW►SE ON PLAN) ROOF DRAIN COLLEC710N PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 SIDEWALK RAMP TYPE 10 PER COR STD. PLAN F010 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CAR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA110NS AND IN01H MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC710N 13 BOX UNIT PER COR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN 6013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED WOODEN BOLLARD PER COR SID. PLAN H022 17 REMOVABLE *VODEN BOLLARD PER COR STD. PLAN H021. 18 TYPE 111 BARRICADE PER COR SID. PLAN H018 SREVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102 0RECTANGULAR BI-DIRECTIONAL VANED GRAZE PER CDR STD. PLAN 204.30 21 ADJUST EXIST. RIM TO FINISH GRADE NOTES.- 1. ALL DRAIN PIPES (SO) SHALL BE 12" LOPE 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 W11RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. R=372348 x V. oO Go r1_1 00 r-" � p C) a Nom, N vN Nh D T M NSF N!- 38+00 37 +60 37 +20 36 +80 36 +40 36 +00 35 +60 35 +20 34 +80 34 +40 0 10 20 CITY OF RENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05 01 14 JBS uw&''m � t" 1 Approved by: Date: 2 164TH CONNECTION REVISION GG 110/16/111 MJH DEMOMM N/A VERT. IN FEET 3 AS -BUILT GG 03/16/151 JBS JAMIE B. SCHROEDER, P 0 20 40 Approved by: Date: MOM PETER EVANS aw rya+ HORIZ. IN FEET Approved by: Date. IE B. SCHROEDER, PE u Copyright 2014 CPH Consultants, LLC. All Rights Reserved. A roved b Date: NO. REVISION BY DATE APPR APPROVED WAX A0001D1!'0L' PV1 STA: 33 +79.33 P EL: 428.48 200.00' VC C8210, TYPE 1 j RIM= 4JB:50 429.99 I E(12 "S) = 425-11 425.74 (PUBLIC) M 450 W W 440 M M Q 430 LAJ Z azo �_2 410 °O N ° `-) 00 op vN N N Nom, 34 +00 33 +60 VOUCAL 0" , HOMI MM- MAD 1963/101 Alt::�� DATU M 400 390 380 CONSTRUCTION NOTES tO SPILL CONTROL TEE PER COR SID. PLAN 23700 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION TO MATCH EXIST. 3O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 @APPROX. UMIT OF GRADING 5O SIDEWALK RAMP TYPE 3C PER COR STD. PLAN F012 -2 6O PIPE INLET PR01EC71ON PER DETAIL ON SHEET C3.103 O7 ROADWAY SURVEY MONUMENT IM1H CASE PER COR SID. PLAN H031 OCEMENT CONC. SIDEWALK PER COR SID. PLAN F005 -1 AND F007. WIDTH PER PLAN. Og TIP. CEMENT CONC. VERTICAL CURB AND GUTTER PER COR SID. PLAN F001 6" PVC (UNLESS NOTED 01HERW►SE ON PLAN) ROOF DRAIN COLLEC710N PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 SIDEWALK RAMP TYPE 10 PER COR STD. PLAN F010 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CAR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA110NS AND IN01H MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC710N 13 BOX UNIT PER COR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN 6013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED WOODEN BOLLARD PER COR SID. PLAN H022 17 REMOVABLE *VODEN BOLLARD PER COR STD. PLAN H021. 18 TYPE 111 BARRICADE PER COR SID. PLAN H018 SREVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102 0RECTANGULAR BI-DIRECTIONAL VANED GRAZE PER CDR STD. PLAN 204.30 21 ADJUST EXIST. RIM TO FINISH GRADE NOTES.- 1. ALL DRAIN PIPES (SO) SHALL BE 12" LOPE 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 W11RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. R=372348 Lom CALL BEFORE 4D YOU DIG 14800- 424-5555 C P H CONSULTANTS Site Planr** • Crd En®ineenng Land We Cam" a Project Management 733 7th Amue, Sude 100 1 Kirkland. WA 96033 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com SAT_ 46 CITY OE LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ha RENTON AGE: 3RAWW NC- Planning/Building/Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.07 SA=E`' 1 8 �:'tV -INININIINIA A x -4 Z Y/ n D Z A- Z D m T m � U I I I � t" 1 -100 _. 00 OI�lO© Lom CALL BEFORE 4D YOU DIG 14800- 424-5555 C P H CONSULTANTS Site Planr** • Crd En®ineenng Land We Cam" a Project Management 733 7th Amue, Sude 100 1 Kirkland. WA 96033 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com SAT_ 46 CITY OE LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ha RENTON AGE: 3RAWW NC- Planning/Building/Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.07 SA=E`' 1 8 �:'tV -INININIINIA A x -4 Z Y/ n D Z A- Z D m T m � U I I I C D M 7 • �m r D- n �Z J D i i O a n z G) z C 3 to m a ;w N I W I Cn D T 79 D � t" 1