The URL can be used to link to this page

Home My WebLink AboutR-373212B B 8 B 18 I E/I1 i ,. YYYYY� A � CB160, TYPE 1 -L � 3.10 i STA 20+45.01,,-12.32' LT INT 21 +86.83 HADOW AVE NE 1 7 = 34 +91.20 NE 2ND LANE I ' IDSCAPEAND UTILITY TRACT 5 STA 24 +69.85, 21.52' LT / STA 20 +29.36, 20.55' LT n '' 14 ,,�� t. , ' 1Lr 6 pert ° - r . ' RD RD RD RD RD -7 RD 15 CB161A, T1PE 1 21 921E I • �' STA 20 +48.14, 33. DO R ' RIM = 49210 I IE(8"W)= 489.40 I ._0B161, TYPE 1 I I YSTA 20+44:3% 12.25 R 20 1 I 8,588 SF • I ST 20 +2790, 20.10' RT 5 FFE 92.0 - 6 7,172 SF FFE =499.7 ® , 1 STA 22 +05.45, 22.06' LT 5 1 7,056 SF CB170B, TYPE 1 1 , FFE =501.6 STA 22 +31.21, 33.01' L CB180. TYPE 1 gW,.. 3 E / I a I 'S STA 22 +05.51, 13.00 RT I 10.171, TYPE 1 \ I D RD RD Ai 8 90 7OLF F", SS SS =w w \ W� �4✓ IE =493.0 V CURB RETURN TABLE I ISTA 22 +31.21, 1 . 5 RT /1 d CB17L" T)PE 1 NO. / L 1 STA 22 +3121, 33.00 4 30.0' �3r o iLu / 2 I IEI8"W994 6.70 I ( )- 8,103 SF 1 8,103 SF gW,.. 3 E / I a I 'S STA 22 +05.51, 13.00 RT I 10.171, TYPE 1 \ I D RD RD Ai 8 90 7OLF F", SS SS =w w \ W� �4✓ IE =493.0 V CURB RETURN TABLE I ISTA 22 +31.21, 1 . 5 RT /1 d CB17L" T)PE 1 NO. RADIUS L 1 STA 22 +3121, 33.00 / 1 30.0' I $ / 2 I IEI8"W994 6.70 I ( )- 8,103 SF 1 8,103 SF I I I FFE =499.0 I FFE =496.0 I n 30.0' 46.4' v 1 RD RE -21LF 8" LCPE S =4.439 IE =498.6 I IE =498.5 58LF 14 8,998 SF FFE -501.5 e JIA Z3 +3Z.11, O.OU I END IMPROVEMENTS 9 8 l I� II I c / a 1 'e.2 , 18 I TPN #142305 -9071 1 i i I l I I I� I I� I II CURB RETURN TABLE CURB RETURN TABLE NO. RADIUS L d CL LOCATION NO. RADIUS L d LOCA77ON O 30.0' 47.9' 9126'30" PT =20 +22.40, 43.75' LT O 30.0' 46.4' 8833'04" PT =34 +79.15, 38.24' RT 412 =20 +30.91, 22.06' LT 4/2 =34 +70.10, 1752' RT PC =20 +52.39, 13.00' LT PC =34 +49.16, 9.0' RT O 30.0' 46.4' 88'3330" PT =20 +20.24, 42.25' RT ® 30.0' 479' 912656" PT =34 +4719, 9.0' LT 4/2 =20 +29.28, 21.52' RT 4/2 =34 +68.67, 18.06' LT PC =20 +50.23, 13.00' RT PC =34 +7718, 39.76' LT 0 SO 20 0 ERT. IN 20 FEET UTILITY PERMIT HORIZ IN FEET NO. U13002729 caRAllDrcozov3 cwx cawuimma Lrn a,R�,re Rexrvea. CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Annrovedbv: Wye Date: 6f< -12014 1 1 CITY OF RENTON PERT, 1 21 +00.23, 13' RT 16' 2 21 +74.23, 13' RT 16' 3 NOTE.- ALL CURB DATA IS PROVIDED AT IL AT FRONT FACE OF CURB ... :::::: :.... :::: :: 23 +12.44, 13' RT 16' 5 ::: 16' 6 PW STA: 21 +76.69 16' 14 34 +06.70, 9' RT :::: :: .::: ::::::: :... :::: :: .::::: .:. AVI El: 498.33 : :. . . . 200.00': VC . . . . . . .. m �ti .. . LOW PT STA 20+26.24 :: vi w:: - - 30 -I ...... : : w LOW PT FI: 489.16 .. yam- : - - Qi >; - - C, ... . ... .. PVT STA 20 +40.-00 .. m m.. .: _ -_..: x ...n) "' ..:. .. :..:... _ -: w w _ -: -: _ +- .... . PVT EL: 488.77 :..;... Z :. .. . ..: .. ... . II 1 :. .: . . : : . . . EXISTING GRADE .. .: . L : : ROADWAY 41i zw gip FINISH GRADE ® Nv u2.779 : °h ..trnfo ROADWAY �w - -- -- - ... .. -101LF jbiu :: :G�'�wD' .. ... .. - -' -- 12 LCPE . . ^w... mm :::::: :::::WW __. . -- ',. 5= 4.27 %_ .....0 - .::: -__-- ..6.: ..- .. PE - E1 .. .._ ....... ..� -- ........ - .. .... ... _. ... =. 4 56i TYPE 1 - CB27II - ..... .... = 5 EI - -- - ; I . :: _� - ..:5 _._ _- - -- RIM= 499.30 IE(12T) 494.49 ... I ... Sc12• !IE(12 S)- 494.49 .: ..:. CB160 .. TiPE .i_L .. IE 8°W 494.49: ( ) RIM =489.23 � ._. .. _.._ ....,. ....; .......... 500 .... CB 160 TYPE 2 -48 :: :IE(72'N) 4$6.00 :: :: . RIM =486 54 - :117(1213W) - 488.00 - - IE(127JE) .482.60 ..IE(12'E) 486.00 :: :.: ... te(tz W) 482.60 IE(t2'EJ.4826D: 1 :...: ... 490 _.:. ......... ..:. ... ......:.. :..: ...... ...: _:. _. 490 ..:...:. .:...:... RI4?499.28 - ...:. . . . . 251E 12 LCPE - - IE(12'19)= 495.78 - - - ... D ... .... .... IE(8'E)=46.78 5 =0.98 .. ;. .. .. .. .. .. . .. .............. ___. ............. 480............. _ _...... RIM= 489:23 ......... ... IE(12"W) =486.24 ....... :: .. .. ...... ......: :: - . . ::::: ELEVATION AT EXIST.: GROUND ::::: .: ELEVATION AT FINISH GRADE - :: -.: :: .:::: .:::: N � In Oi: Qj CD aj Oi 0i eF.,E] �.Lp oo ro� m:Dp "�v ro� °.rn `I':v mrn �'..rn m:rn �;rn �'.rn rn;o w� m,� orn mip rn,.p vh o;o 'nh d. v',In `nln 20 +00 20 +40 20 +80 21 +20 21 +60 22 +00 22 +40 22 +80 23 +20 0 SO 20 0 ERT. IN 20 FEET UTILITY PERMIT HORIZ IN FEET NO. U13002729 caRAllDrcozov3 cwx cawuimma Lrn a,R�,re Rexrvea. CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Annrovedbv: Wye Date: 6f< -12014 1 1 CITY OF RENTON PERT, 1 21 +00.23, 13' RT 16' 2 21 +74.23, 13' RT 16' 3 22 +47.23, 13' RT NO. REVISION NOTE ALL CURB DATA IS PROVIDED AT 1L AT FRONT FACE OF CURB R- 313212 DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 1 21 +00.23, 13' RT 16' 2 21 +74.23, 13' RT 16' 3 22 +47.23, 13' RT 16' 4 23 +12.44, 13' RT 16' 5 23 +13.09, 13' LT 16' 6 22 +59.38, 13' LT 16' 14 34 +06.70, 9' RT 16' MffCH -VANS, CITY OF �, N/A xoRVUm� w0 loan /loot �S � RYAN SCFIAUBLE MR RENTON Dwane PETER EVANS I Dxa ,«a, f DATUM AMa IE B. SCHROEDER, PE Planning /Building /Public Works Dept. BY DATE APPR i4t PROVED E y lO SPILL CONTROL TEE PER CDR STD. PLAN 237.00 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTION TO MATCH EXIST. 3O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.102 4O APPROX. LIMIT OF GRADING OTYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15 -02 O PIPE INLET PR07ECTION 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. FOOZ WIDTH PER PLAN. OTYP. CEMENT CONC. VER71CAL CURB AND GUTTER PER CDR DWG F001 6" WH17E PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN 10 COLLEC7ION 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 O13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER CDR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR SID. PLAN G013 14 W/ STOP SIGN 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ PURVEYOR 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 SID. PLAN G012 19 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102 O20 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 (SO) 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. J. ALL CATCH BASIN LOCA71ONS 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 07HERWISE. 5. PAVEMENT RESTORA77ON PER CITY OF RENTON STANDARDS WILL BE APPLICABLE. 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. Ti GT F m�mL j v j v .Rpwlpl..M4E �I�� ■t�7� "I t'� CP H ' CONSULTANTS Site Planning • Civil Engnleering CALL BEFORE land Use Consulting • Project Management YOU4.5 7337thAwnugeu Yell ailltl"WA98M 7$ 00424.5555 RM(42R)29623901 FA11425Y285238D www.cDheonsultants.com DaE MAPLEWOOD PARK EAST 5/30/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS nY£ ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.01 C D I2- Emil > ,F �D 1 m rn � a ZO °md m I a