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C840 TYPE 1 ~ x RIM 421.91 • IE(121E) 418.07 IE(12*SW) 417.92 w IE(121N)=41 -7:-SG 418.02 + Q IE 6"W 418.27 ( o (PUB (;) 24 (PUBLIC) 420 z15LF 12m SD LJ e s= f. eem 4.50x 0845 TYPE 1 RIM -422 ^` 422.10 410 IE(60E) 118. 55 419.50 IE(12^W) 419.15 (PUBLIC) VERT. IN FEET Approved by. Date. 0 20 40 Approved by: Date: HORIZ. IN FEET Approved by: Date: Copyright© 2014 CPH Consultants, LLC. All Rights Reserved. Approved bv: Date: NO. REVISION n 0 440 430 420 410 CONSTRUCTION NOTES ItO SPILL CONTROL TEE PER COR SID. PLAN 23700 (2) SA WCU T REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. Z NI , c. < Ui C6 T c ni d- 6� PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103 d- Lo N �. a ROADWAY SURVEY MONUMENT WIN CASE PER COR STD. N N PLAN H031 23 +20 23 +60 24 +00 24 +40 24 +80 25 +20 25 +60 0 10 20 m 24 1 T1 CONSTRUCTION PERMIT APPROVAL CITY OF RENTON _ 25 6" PVC (UNLESS NOTED OTHER WISE ON PLAN) ROOF DRAIN 26 +06.489 13.000 2 AS- BUILTS VERT. IN FEET Approved by. Date. 0 20 40 Approved by: Date: HORIZ. IN FEET Approved by: Date: Copyright© 2014 CPH Consultants, LLC. All Rights Reserved. Approved bv: Date: NO. REVISION n 0 440 430 420 410 CONSTRUCTION NOTES ItO SPILL CONTROL TEE PER COR SID. PLAN 23700 (2) SA WCU T REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. ` °° R- 312345 390 380 Z NI 3� PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 c. < z • T c ni d- 6� PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103 d- Lo N �. a ROADWAY SURVEY MONUMENT WIN CASE PER COR STD. N N PLAN H031 18' PAT 1 8 CEMENT CONC. SIDEWALK PER COR STD. PLAN F005 -1 AND F007. 25 +37.64, 13.00' WD TH PER PLAN. m 24 z T T1 ` °° R- 312345 390 380 PAVEMENT SECTION TO MATCH EXIST. DRIVEWAY TABLE 3� PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 STATION, OFFSET O APPROX. LIMIT OF GRADING WIDTH 15 (DSIDEWALK RAMP TYPE 3C PER COR STD. PLAN F012 -2 N ni d- 6� PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103 d- Lo N �. a ROADWAY SURVEY MONUMENT WIN CASE PER COR STD. N N PLAN H031 18' PAT 1 8 CEMENT CONC. SIDEWALK PER COR STD. PLAN F005 -1 AND F007. 25 +37.64, 13.00' WD TH PER PLAN. 18' 24 g TYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER COR STD. 26 +56.481, 13.00' PLAN F001 18' 25 6" PVC (UNLESS NOTED OTHER WISE ON PLAN) ROOF DRAIN 26 +06.489 13.000 10 COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. 18 , OS1 LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 24 +48.17, 13.00' 11 SIDEWALK RAMP TYPE 1D PER COR STD. PLAN F010 D T 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN F004- 4. V REFER TO DRIVEWAY TABLE THIS SHEET FOR L OCA T1ONS AND WIDTH MAILBOX INSTALLA T1ON NEIGHBORHOOD DELIVERY AND COLLECTION • O13 R TD. PLAN H 6 BOX UNIT PER COR S 02 ' z T GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 14 O W1 STOP SIGN 15 ROUND SOLID LOCKING COVER z 16 FIXED WOODEN BOLLARD PER COR STD. PLAN H022 D 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. S TYPE III BARRICADE PER COR STD. PLAN H018 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT 0 19 DETAI L ON SHEET C3.102 RECTANGULAR BI- DIREC1 ONAL VANED GRATE PER COR STD. PLAN 0204.30 21 ADJUST EXIST. RIM TO FINISH GRADE ` °° R- 312345 390 380 26+00 26 +40 J BS 05/01/14 J BS : GG 03/16715 J BSS; N/A ' NAD ' 90' CITY OF AMIE B. SCHROEDER, P RENTON 0aft PETER EVANS ONE RICH DATUM `wmKm I M FML WNS Planning /Building /Public Works Dept. IE B. SCHROEDER, PE F Nor OW NW BY DATE AP P R 'G`E "0`0AD1N0LY APPROVED 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 W11RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 0 -100_ Q 1i I �I O D Z G1 Z C m rn v z W �J N W WA 0 { o ' � I 3 SIB fir_ D CONSULTANTS Site Planinq • (M En@nmft CALL BEFORE Land Use CaSUIbt1g , ft pd ftWnent cn YOU DIG 733 � Avenue, Sure loo 1 Kirk". WA 98033 � n 1-800-42A-5555 $ 7th Phone: (425) 285 -2390 I FAX (425) 285.2389 www. cphcons uItants. c o m LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS DRAMW vC ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.04 15 4-0 DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 15 STA N ni d- N �. d- Lo N �. N d- N N RT 26+00 26 +40 J BS 05/01/14 J BS : GG 03/16715 J BSS; N/A ' NAD ' 90' CITY OF AMIE B. SCHROEDER, P RENTON 0aft PETER EVANS ONE RICH DATUM `wmKm I M FML WNS Planning /Building /Public Works Dept. IE B. SCHROEDER, PE F Nor OW NW BY DATE AP P R 'G`E "0`0AD1N0LY APPROVED 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 W11RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 0 -100_ Q 1i I �I O D Z G1 Z C m rn v z W �J N W WA 0 { o ' � I 3 SIB fir_ D CONSULTANTS Site Planinq • (M En@nmft CALL BEFORE Land Use CaSUIbt1g , ft pd ftWnent cn YOU DIG 733 � Avenue, Sure loo 1 Kirk". WA 98033 � n 1-800-42A-5555 $ 7th Phone: (425) 285 -2390 I FAX (425) 285.2389 www. cphcons uItants. c o m LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS DRAMW vC ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.04 15 4-0 DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 15 STA 26 +42.99, 13.00' RT 18, 16 STA 25 +91.98, 13.00' RT 18' PAT 1 STA 25 +37.64, 13.00' RT 18' 24 STA 26 +56.481, 13.00' LT 18' 25 STA 26 +06.489 13.000 LT 18 , OS1 STA 24 +48.17, 13.00' RT 15' 26+00 26 +40 J BS 05/01/14 J BS : GG 03/16715 J BSS; N/A ' NAD ' 90' CITY OF AMIE B. SCHROEDER, P RENTON 0aft PETER EVANS ONE RICH DATUM `wmKm I M FML WNS Planning /Building /Public Works Dept. IE B. SCHROEDER, PE F Nor OW NW BY DATE AP P R 'G`E "0`0AD1N0LY APPROVED 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 W11RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 0 -100_ Q 1i I �I O D Z G1 Z C m rn v z W �J N W WA 0 { o ' � I 3 SIB fir_ D CONSULTANTS Site Planinq • (M En@nmft CALL BEFORE Land Use CaSUIbt1g , ft pd ftWnent cn YOU DIG 733 � Avenue, Sure loo 1 Kirk". WA 98033 � n 1-800-42A-5555 $ 7th Phone: (425) 285 -2390 I FAX (425) 285.2389 www. cphcons uItants. c o m LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS DRAMW vC ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.04 15 4-0