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Home My WebLink AboutR-372320COR 1308 51308 w 11308 11308 O 11308 / L308 LLl 17 16 , L308 J PAD =422.0 PAD =426.5 LL / FFE =423.5 PAD =419.0 INT 50+00.00 PAT 1 U) 7 = 25 +35.11 163RD AVENUE SE LZ - �._ / 22LF 10 IE W Q I IE =416.5 'o / co Lu T W � PAD =4170 /� 020,TiPE 2 STA 50 +70.40, i i ! i 1 i A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N. RANGE 5 E, W.M. SEE C 7 / I 10' PUBLIC v, SO ESMT. XS LJLGv. CB10,TYPE 2 -54" STA 51 +10.02, 4.76' 406 i 402 / �� 51' RT / r�1�,`� O - -- 0 I� I -AND REBAR & SAP # f PROPERTY BOUNDARY �I IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY DATE: BY: DATE: 42dM BY: DATE: BY: DATE: NOTES., 1. ALL DRAIN PIPES (SO) SHALL BE 12` LOPE UNLESS N07ED 07HERWISE ON PLANS OR PROJECT DETAILS. 2. ALL CATCH BASIN LOCA71ONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3102. J. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER CDR SID. PLANS 204.00 AND 204.20 UNLESS N07ED OTHERWISE. KEYMAP "Eis R- 312320 9 6° c P CONSULTANTS Site Planning • Civil Engineering CALL BEFORE • Land I1seG3nsDldng • Project Manemerd VwYOU DIG 7- 800.424.5555 ]3i ldlAwnue.Sile lfpll4/ASM. WA 980.55 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET ro Pgp mso14UHC nsuunn.uc NIR,W)m Reserv.a. CONSTRUCTION NOTES O SPILL CONTROL TEE PER CDR SID. PLAN 237.00 I CONSTRUCTION PERMIT APPROVAL 'R U5 01 1 PAVEMENT SECTION TO MATCH EXIST. I '""""` O PIPE OUTLET PR07EC71ON PER DETAIL ON SHEET C3.103 440 -4d op `� W ri h h _M A ROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN H031 OCEMENT CONC. SIDEWALK PER CDR SID. PLAN F005 -1 AND F007. W1DTH PER PLAN. OTYP. CEMENT CONC. VER71CAL CURB AND GUTTER PER CDR STD. PLAN F001 PETER EVANS 6" PVC (UNLESS NOTED 07HERMSE ON PLAN) ROOF DRAIN 10 COLLECTION PIPE, SEE DETAILS ON SHEET C3103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 SIDEWALK RAMP TYPE 1D PER CDR STD. PLAN F010 wu r war p,r wt ' Y 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. 50 +00 50 +40 50 +80 MAILBOX INSTALLA71ON NEIGHBORHOOD DELIVERY AND COLLECTION 51 +20 13 BOX UNIT PER CDR STD. PLAN H026 51 +60 GROUND MOUNTED STREET NAME SIGN PER CDR SID. PLAN G013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED WOODEN BOLLARD PER CDR S7D. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 430 m REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT a N o 204.30 N Lu ¢ ¢ H w w +Mpd m°� EXISTING GRADE - v wit II ® ROADWAY q v Q NNII. ? u w �nw Dan 420 FINISH GRADE ® +¢ - -200% 6.1922.00% _ -4.39% ROADWAY: y^ h 4Io IC;WOXTYPE 31E18' -SD -- _- 41tF -ts'�0 321.F- s =1.2sX : o s =2.41 2 -48` - CB190 TYPE.1 - - 400 - RIM= 417:85 CB20 TYPE 2 -48` CB10TYPE 2 -54" RIM - 413.70 IE(12"E)= 408.96 - - - - IE(18`W) =40791 "' RIM- 416.37 RIM= 415.12 IE(12 IE(18SE) =40791 IE(18NW)= 406.84 IE(18N)= 4D6.16 ) =409..96 IE(6S)= 409.46 IE(12NE)= 408.41 IE(18 S)= 406,84 - IE(24°W)-405,66. '. 'E7.84 : IE(6)= 40 IE(12'S)= 406.66'. IE(61E)= 40716 390.... _ _.. :...: 380 rELEVA71ON AT EXIST. GROUND rELEVA77ON AT FINISH GRADE IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY DATE: BY: DATE: 42dM BY: DATE: BY: DATE: NOTES., 1. ALL DRAIN PIPES (SO) SHALL BE 12` LOPE UNLESS N07ED 07HERWISE ON PLANS OR PROJECT DETAILS. 2. ALL CATCH BASIN LOCA71ONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3102. J. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER CDR SID. PLANS 204.00 AND 204.20 UNLESS N07ED OTHERWISE. KEYMAP "Eis R- 312320 9 6° c P CONSULTANTS Site Planning • Civil Engineering CALL BEFORE • Land I1seG3nsDldng • Project Manemerd VwYOU DIG 7- 800.424.5555 ]3i ldlAwnue.Sile lfpll4/ASM. WA 980.55 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET ro Pgp mso14UHC nsuunn.uc NIR,W)m Reserv.a. CONSTRUCTION NOTES O SPILL CONTROL TEE PER CDR SID. PLAN 237.00 I CONSTRUCTION PERMIT APPROVAL 'R U5 01 1 PAVEMENT SECTION TO MATCH EXIST. I '""""` O PIPE OUTLET PR07EC71ON PER DETAIL ON SHEET C3.103 W 4ll -4d op `� W ri h h _M A ROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN H031 OCEMENT CONC. SIDEWALK PER CDR SID. PLAN F005 -1 AND F007. W1DTH PER PLAN. OTYP. CEMENT CONC. VER71CAL CURB AND GUTTER PER CDR STD. PLAN F001 PETER EVANS 6" PVC (UNLESS NOTED 07HERMSE ON PLAN) ROOF DRAIN 10 COLLECTION PIPE, SEE DETAILS ON SHEET C3103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 SIDEWALK RAMP TYPE 1D PER CDR STD. PLAN F010 wu r war p,r wt ' Y 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. 50 +00 50 +40 50 +80 MAILBOX INSTALLA71ON NEIGHBORHOOD DELIVERY AND COLLECTION 51 +20 13 BOX UNIT PER CDR STD. PLAN H026 51 +60 GROUND MOUNTED STREET NAME SIGN PER CDR SID. PLAN G013 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY DATE: BY: DATE: 42dM BY: DATE: BY: DATE: NOTES., 1. ALL DRAIN PIPES (SO) SHALL BE 12` LOPE UNLESS N07ED 07HERWISE ON PLANS OR PROJECT DETAILS. 2. ALL CATCH BASIN LOCA71ONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3102. J. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER CDR SID. PLANS 204.00 AND 204.20 UNLESS N07ED OTHERWISE. KEYMAP "Eis R- 312320 9 6° c P CONSULTANTS Site Planning • Civil Engineering CALL BEFORE • Land I1seG3nsDldng • Project Manemerd VwYOU DIG 7- 800.424.5555 ]3i ldlAwnue.Sile lfpll4/ASM. WA 980.55 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET ro Pgp mso14UHC nsuunn.uc NIR,W)m Reserv.a. CONSTRUCTION NOTES O SPILL CONTROL TEE PER CDR SID. PLAN 237.00 I CONSTRUCTION PERMIT APPROVAL OSAINCUT REMOVE, AND REPLACE EXIST. H14A PAVEMENT, MIN. U5 01 1 PAVEMENT SECTION TO MATCH EXIST. I '""""` O PIPE OUTLET PR07EC71ON PER DETAIL ON SHEET C3.103 =* w l taT w•p oo, DATUM O APPROX. LIMIT OF GRADING O SIDEWALK RAMP TYPE 3C PER CDR STD. PLAN F012 -2 O PIPE INLET PROTECTION PER DETAIL ON SHEET 0.103 A ROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN H031 OCEMENT CONC. SIDEWALK PER CDR SID. PLAN F005 -1 AND F007. W1DTH PER PLAN. OTYP. CEMENT CONC. VER71CAL CURB AND GUTTER PER CDR STD. PLAN F001 PETER EVANS 6" PVC (UNLESS NOTED 07HERMSE ON PLAN) ROOF DRAIN 10 COLLECTION PIPE, SEE DETAILS ON SHEET C3103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 SIDEWALK RAMP TYPE 1D PER CDR STD. PLAN F010 wu r war p,r wt ' Y 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. REVISION REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA71ONS AND WIDTH DATE MAILBOX INSTALLA71ON NEIGHBORHOOD DELIVERY AND COLLECTION I MA0 PROVED 13 BOX UNIT PER CDR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR SID. PLAN G013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FIXED WOODEN BOLLARD PER CDR S7D. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 18 TYPE 111 BARRICADE PER CDR S70. PLAN H018 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT 19 DETAIL ON SHEET C3102 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR STD. PLAN 20 204.30 N 21 ADJUST EXIST. RIM TO FINISH GRADE IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY DATE: BY: DATE: 42dM BY: DATE: BY: DATE: NOTES., 1. ALL DRAIN PIPES (SO) SHALL BE 12` LOPE UNLESS N07ED 07HERWISE ON PLANS OR PROJECT DETAILS. 2. ALL CATCH BASIN LOCA71ONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3102. J. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER CDR SID. PLANS 204.00 AND 204.20 UNLESS N07ED OTHERWISE. KEYMAP "Eis R- 312320 9 6° c P CONSULTANTS Site Planning • Civil Engineering CALL BEFORE • Land I1seG3nsDldng • Project Manemerd VwYOU DIG 7- 800.424.5555 ]3i ldlAwnue.Sile lfpll4/ASM. WA 980.55 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET ro Pgp mso14UHC nsuunn.uc NIR,W)m Reserv.a. CITY OF RENTON Approved by: Date: Approved by: Date: Approved b Date: PP y' Aooroved bv: Date: 1 I CONSTRUCTION PERMIT APPROVAL JUS U5 01 1 JL35 I '""""` N /A� =* w l taT w•p oo, DATUM CITY 0 F RENTON Planning /Building /Public Works Dept. IJAMIE 8. SCHROEDER, PE PETER EVANS ac .cl "EL°m AMIE 8. SCHROEDER, PE wu r war p,r wt ' Y NO. REVISION BY DATE APPR I MA0 PROVED i PM,c(425)285239DJM(42512852389 wwww- cphconsultents.com w2 LIBERTY GARDENS D2/21/1` ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS owwrc xo: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.09 c � : rz - -: a -ao IAI-ININ 1 K � C) O N D O 0 1 z w w