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HomeMy WebLinkAboutR-3732163 B B B B w zz U w 'o a NE 114, NW 114, SEC.14, TWP.23N., RGE. SE., W.M. o SEE C3.04 — I I P - - - - -- — — 1 1 I I i - �-- --- W - -- - 464- - - -- I I I V I I I OMBINED DETENTION /WETPOND II II\ �-- -- -- - -- -- a l l rn 60 �� x I _- I I --t- __ i i \ If V I I I II 3 x l ti -- - -T-- - - - _T —;�' I ( I I I I I TRACT A � -- ---- - - -e -- ------ STORMQRAINAGE_ ! I I MINI I 11 1 \ -- se4� - -- ,os2 -- sEE_C3.22 _ -- - -'�� y I CB305, TYPE i-L `7D.-I, I XI3\ \\ - -a - \ \ \ - -- - -- I � STA 0 +30.11, 11.80' GRAVEL \ �� -- 465.6__ -- __ 3.10 "/ i'/ I M it - - --MAI(OFNANG€AGCESS --_ =�\ _ _ ' �G'� I LLI Q CB300, TYPE 1 -L ltn I 2 _� 28' ,_ i x W W STA 0 +28.88, 13.83' LT �Ix`�— - - -- 9`PIiE-� _ �i / }� -- j -L\ Y I' SPLIT RAIL FENCE 70 -- - - -- I �r 0 - - - - -- SS ?i 6 10 +00 �I ;}s r �5 7� 2 TIP. '. 5 , .. W 7 7 L 4dr Y 3 V% O , A 2 BEGIN. IMPROVEME TS \.: W W �¢ jo 12 VM CONSTRUCTION INT 10 +7 152 NE 2ND STREET S r G G S —\ GAS _ _ - - \ l / I. N! w W 0 +0 .DO ROSARIO VE NE OF OP/ © - -� C 2 19 CB130, TYPE 1 - - - - - - - - - - - STA 11 +1242, 1 .5 'tT �� - BT B? - 0 10 20 VERT. IN FEET 0 20 40 HORIZ IN FEET DRIVEWAY TABLE LOT STATION, OFFSET WIDTH STORM 11 +50.86, 13.0' LT 15' TRACT 46.8' 88'3330" CURB RETURN TABLE NO. RADIUS L d EL LOCATION O 30.0' 46.8' 88'3330" PT =STA 0 +42.01, 10.00' RT 412 =STA 0 +21.06, 18.52' RT PC =0 +12.06, 37.47' RT NOTE: ALL CURB DATA IS PROVIDED AT FL AT FRONT FACE OF CURB 500 .. ..... . .... ... ! ....... - - .. .. . . : .. ..................... . . . . . s¢ ... . ...Nn F FINISH GRADE to 480 :: : :: .:: :h a a.. .. ..... : : : R ROADWAY ¢ .. . .. o00 E EXISTING GRADE _ :: n � � of R ROADWAY _..: : 470 ::::: - - - : :: I—:'' - _ - 193LF 2" LCPE - - --- - - ( (n ............ ..... . .._ _... _.. z n n w _ - - - -- . .... ....... _. _ 10 +40 10 +80 11 +20 11 +60 12 +00 12 +40 12 +80 CITY OF RENTON 1 1 CITY OF RENTON PERMIT SUBMITTAL JBS 15/30/14 JIBS Approved by: Date: UTILITY PERMIT Approved by: Date: NO. U 13002729 Approved by: O� Date: acwi0W0201a� All R*ft5 Annroved bv: w % Date: b NO. REVISION BY I DATE APPR PLS PETER EVANS N/A aa[ F4T1 AT ML NME F Iqf dE nql scVC A:mnu.m.. won¢a� vi wn °s'ei�ioo, DATUM 500 m 470 460 450 440 V SPILL CONTROL TEE PER CDR STD. PLAN 23Z 00 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT,• MIN. PAVEMENT SECTION TO MATCH EXIST. O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.102 O APPROX. LIMIT OF GRADING OTYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15 -02 O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.102 OROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN NO. H031 OCEMENT CONC. SIDEWALK PER CDR STD. PLAN NO. F007. WIDTH PER PLAN. OTYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER COR DWG F001 6" W'HI7E PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN 10 COLLECTION PIPE PER CDR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 TYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15 -02 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER CDR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013 14 W/ STOP SIGN 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ PURVEYOR 0 STANDARDS 16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4 -D. SIGN INSTALLATION PER CDR STD. PLAN 0012 19 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT 0 DETAIL ON SHEET C3.102 020 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR STD. PLAN 204.30 21 SOLID LOCKING LID PER CDR STD. PLANS 22 'NO PARKING ANYTIME" SIGN INSTALLED PER CDR STD. PLAN G012 NOTES: 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION. 3. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W /RECTANGULAR METAL FRAME AND VANED GRATE PER CDR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS MLL BE APPLICABLE. 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. KEYMAP C `, CP1H R=3732 16 Il CONSULTANTS Il Site Harming • Civil FngneeOg CAYOU DIGRE and McWrisultlng- Project MenageTnent YOU4.5 7337MAw.wx,5uee 10018814AWA9W33 7$00.4245555 Frooe: (425) 27323901 FA12(425) 2852389 wwW. c0 hcons ulta n ts. c 0 m CITY OF MAPLEWOOD PARK EAST 5/30/14 RENTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS f°aB001f owne o Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.05 �� PZ - 3-� -P-� --�- /h IAHNINININ CITY OF RENTON 1 1 CITY OF RENTON PERMIT SUBMITTAL JBS 15/30/14 JIBS Approved by: Date: UTILITY PERMIT Approved by: Date: NO. U 13002729 Approved by: O� Date: acwi0W0201a� All R*ft5 Annroved bv: w % Date: b NO. REVISION BY I DATE APPR PLS PETER EVANS N/A aa[ F4T1 AT ML NME F Iqf dE nql scVC A:mnu.m.. won¢a� vi wn °s'ei�ioo, DATUM 500 m 470 460 450 440 V SPILL CONTROL TEE PER CDR STD. PLAN 23Z 00 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT,• MIN. PAVEMENT SECTION TO MATCH EXIST. O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.102 O APPROX. LIMIT OF GRADING OTYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15 -02 O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.102 OROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN NO. H031 OCEMENT CONC. SIDEWALK PER CDR STD. PLAN NO. F007. WIDTH PER PLAN. OTYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER COR DWG F001 6" W'HI7E PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN 10 COLLECTION PIPE PER CDR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 TYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15 -02 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER CDR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013 14 W/ STOP SIGN 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ PURVEYOR 0 STANDARDS 16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4 -D. SIGN INSTALLATION PER CDR STD. PLAN 0012 19 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT 0 DETAIL ON SHEET C3.102 020 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR STD. PLAN 204.30 21 SOLID LOCKING LID PER CDR STD. PLANS 22 'NO PARKING ANYTIME" SIGN INSTALLED PER CDR STD. PLAN G012 NOTES: 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION. 3. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W /RECTANGULAR METAL FRAME AND VANED GRATE PER CDR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS MLL BE APPLICABLE. 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. KEYMAP C `, CP1H R=3732 16 Il CONSULTANTS Il Site Harming • Civil FngneeOg CAYOU DIGRE and McWrisultlng- Project MenageTnent YOU4.5 7337MAw.wx,5uee 10018814AWA9W33 7$00.4245555 Frooe: (425) 27323901 FA12(425) 2852389 wwW. c0 hcons ulta n ts. c 0 m CITY OF MAPLEWOOD PARK EAST 5/30/14 RENTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS f°aB001f owne o Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.05 �� PZ - 3-� -P-� --�- /h IAHNINININ