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HomeMy WebLinkAboutR-380816w Q z U O CL W J z a J a i 0 (D 06 0 a 0 a: a w J Z W UJ C7 i - t, KEY MAP A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE 5E, KING COUNTY, WASHINGTON `r � 1' \ ri O O t N BEGIN SIDEWALK \ -STA. =56 +87.07, 30.07' LT. STA. 56 +78.52, 0.00 � STA. 56 +78.52, 29.57' LT. EL.= 486.81 fEL.= 486.03 RAMP #1 ........................�.� 86.25 � !� -� � FL= 48620 (HP) Ole EDajo'* CF) M�l CURB RAMP #1 5' SIDEWALK 486.38 I PERPENDICULAR CURB RAW I TYPE A PER WSDOT STD © p I _ PLAN F- 40.15 -02 05 - _ _ FL= 486. (SEE DETAIL ON THIS SHEET) -- - I B 1 .no* I + � INT' X 1.3R A _ FL= 485.90 RELOCATE EXISTING POWER r STA. =26 +47.82 POLE BEHIND SIDEWALK FL= 485.76 I C 13. 00 LT. STA. 26 +52.71 a: I Q x13.00' LT. I 0 FL= 486.03 /� I 27 +00 w < I = 0 48fi.23 486.43 486.62 a: W STA. =26 +47.82 FL= 485.76 I -,• LO LU 13.00' RT. STA. 2 6 + 50.09 13.00' RT. I T G H FL= 486.12 CURB RAMP #2 x O PERPENDIC" CURB RAMP TYPE A PER WSDOT STD / 2 I PLM F- 40.15 -02 I (SEE DETAIL ON THIS I FL= 486.48 I w I 5' SIDEWALK I w I > L 486.84 , X O ................ ................... ...... FL= 486.86 �, ° 10 T RAMP #2 x.. 1 00 I r i 486.92 I � I I ! I I O CURB FLYABLE BCR 1/4 1/2 0 3/4 ECR SPOT ELEVATION CHART POINT ELEVATION A 485.71 B 485.76 C 486.31 D 486.37 E 486.38 F 486.44 Cal Warp Days Brlore You Dip 811 lJie lkdwgr o LocaYon C~ oDARloaRwN SPOT ELEVATION CHART POINT ELEVATION G 485.73 H 485.79 1 486.31 J 486.37 K 486.38 L 486.44 STA. 55 +82.509 29.54 LT. STA. 55 +82.50, 0.00 EL.= 487.02' EL.= 487.85' � BEGIN SIDEWALK STA. =55 +73.99, 30.04' LT. ROAD A / 108TH AVE SE (SR -515) STATION OFFSET ELEV. 56 +78.52 29.51' LT. 486.03 - - -- - - -- 486.20 (HP) - - -- - - -- 486.05 - - -- - - -- 485.90 26+52.71 13.00' LT. 485.76 Q= 88'2422" R=35.00' L= 54.00' 0 J LANDING GRADE wlEAlc � SEE CONTRACT MANS - 4' -0'MO. CEMENT CONCRETE SIOEYIMIi�C - am NIO'TE 6 FLARE (TV0.) 3A' EXPANSrON JOwr aw -) -- SEE STANCOM PLAN F4.10 GIIADE SIlEAK � CURB, OR CUM AND GUTTIEi - -` SEE NOTE 4 f DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F -45.10 FACE OF CURB J _. MEASURED PARALLFl � � DEPRES9ED CURB AND GUTTER - TO CUME (rip.) CROSSWALK SEE NOTE a L PLAN VIEW TYPE PF94 ENDICULAR A A CURB RAMP WIDTH 4'- 0" MIN- LANDING TO MATCH /- CURB RAMP WIDTH - SEE CONTRACT PLANS I - - -- - - -- 486.86 GRADE BREAK LANDING -•\ 486.48 - - -- - - -- 486.12 SEE CONTRACT PLANS - CURB RAMP 485.76 jr 4'- 0" MIN- CEMENT CONCRETE SIDEVOILK ESM 4 J f SEE NOTE 6 IRM! CHANK #2 PROVIDE SMOOTH DRAWN. TRANSITION TO ti I 2 MAX. VIADT(ZYP -} SEE CONTRACT PLANS - 4'- n' MIN, ESM JOB #258 -044 -013 NO. 3' EXPANSION JOINT (TYP.) -SEE BY DATE - CURB RAMP STAWNW PLAN F -30.10 GRADE � n SCALE: 1 " = 10' 10 5 0 10 20 CONTOUR INTERVAL = 2' A NOTES CURB RAMP WIDTH 4'- 0" MIN. t ProWft a =pwaft (fib ftemp IDr e@W rnerte>rd or urrrl0rW CIOMwIe�l - LANDING TO MATCH CURB RAMP Curb RNLI I XMW 8W be 00=d %*Ii 1 tt10 with Of the aeaodded f! WIDTH SEE CONTRACT PLANS r MM or a/ eAwml in *16 can" d P111111111,111111. GRADE BREAK 2. WFw -8 PAGE BREAK" a Celled out, to w &a IwNP of MI6 prid6 bra* badmen tM two S40CW,lt arftoe planes *" bs &Ah. 3. Do port place Gradrtw Jwx§w Baum Aoceas Cotiam, or odrer amft- 2' - Or• rlarloee In front Of tll6 Curb RrlV Of an ally part of My Curb Ramp or SEE CONTRACT PLANS - Lae d ft 2.091) MAX. MIN. 4' - or MIN. 4. See Mee COrMrW Phns for the OIJrb deaipn >tpscied. See ftrdMN Plan BUFFER WIDTH - MATCH T© F -14LI2 � ram, C� � 0uNw, ��d C� � Gu�, � CURB RAMP DEPTH (TYP.) Ped@0 w Cft detail. V4 5. See 11 milmd Plu F40.10 tw CameM Coremb S+drwalc dead. BREAK TRANSITION TO SIDEWALK BUFFER, IF "- See Canted Pleb for Widh and pi wd PRESENT, OR TO BACK OF CURB (TYP.) - SEE CONTRACT PLANS t,.: ... •• W j -=� 6. The Bid Item "errant Candace Curb RarM Type ' doss not include to GNU ; ` . jo � + ,.r, ; ;., :.;.... M. ft a�aoarlt CuQ Cub and Gu�sr, Dapteend Curb and Gutter, 1. i •N••••N1 .� �l •...• •• • •N /.• Pede■trian curb, or Skimm . , z CEMENT CONCRETE CURB, OR CURB AND GUTTER - PEDESTRIAN CURB 7. The Ci rb r1 runuirlp slops shell not require the ramp length SEE NOTE 4 D SEE NOTE d b examed i 5-bd b void a chwwV the slope rldeirleiy rlr r w am Ill me q DETECTABLE VIMRNING SURFACE - b Oft" a ad66- YWhW apply11 dW IS400t .fV[d.lufll iw9t the ftJnrdi FACE OF CURB !� SEE STANDAND PLAN F411i.10 slope of the Curti Rirrlp sfaM ell 29 es ielssibi6. DEPRESSED CURB AND GUTTER 8, Curb Ramp. La ukU end Fliiw il1aN recerm Wow Arwh. SM CROSSWALK llaaAiM+ri X14. UEGEM SLOPE w eTl•IER 0fwCTIIONI DETECTABLE WARNING SURFACE - SEE OTAM MD PLAN F-M.10 4' - 0" MIN. I 15- (F' MAX. SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 SEE STAIaAW PLAN F ML1e GRADE BREAK ZO% MAX. g LANDOG CURB RAMP 4 I� O CURB FL-TABLE BCR 1/4 1/2 3/4 ECR STATION OFFSET ELEV. 55+82.51 29.54' LT. 487.02 - - -- - - -- 486.86 - - -- - - -- 486.48 - - -- - - -- 486.12 26 +50.09 1 13.00' RT. 485.76 Q= 91'33'44" R=35.009 L=55.93" L ONE INCH AT FULL SCALE IF NOT ONE NCH SCALE ACCORDPOGLY SECT" (A ) VERTICAL NAw 19M HORIZONTAL: NAD 1983/1991 DATUM PLAN VEW TYPE PERPENDICULAR B (SHOWN WITH BUFFER) CEMENT CONCRETE DETECTABLE 111Mf RUM SURFACE - PEDESTRIAN CURB -• •.. SEE STAID PLAN 14L" SEE NOTE 4 - �- GRADE BREAK I� ` •� •:• COUNTER SLOPE - �r J/ 6.0% MAX, r R. CURB AM OUTrM - r TOP OF ROADNIAAY 1` SEE DOM 4 T � a T CONCRETE CUR A 4 Q 4 4 10 �w s DEPRESSED I D CURB D GUTTER - J / �� �� 1 �� 1 SEE srwNOrueo PLAN F1S.1I2 CUM RADIUS DETAE D m "e � �. �R 1 CEMENT CONCRETE CURB RAMP *TYPE MIT - MOWTRIC VIEW TYPE ULAR A PAY LIMIT CI TY OF RENTON Planning /Building /Public Works Dept. IsOME'1'RIC VEW TYPE PERPENDICULAR s PAY LIST ;aa *o� *�, 343x.3 � � c13, T d'fO AL 4r PERPENOICUL M CUM RAW S'TANOIAW PLAN F40.15 -2 81HEIET 1 OF 1 SHEET APPVO 1 M FOR PIUMMAT10N PaOCo A14*00cli / irW3 > 1111611 isummeam soft 01111101011111"M usn" .."dw CHECKED FOR COMPLIANCE TO CITY STANDARDS GREENLEAF INTERSECTION DETAIL UTILITY PERMIT #14004398 12/30/201 PAGE- 0111111411111w No- RD -05 K � / �' 75 Q STEM ,� L � CONSULTING ENGINEERS LLC 33400 8th Avenue South I ®I I I Suite 205 Federal Way, WA 98003 Full IM►Y (25V 83"113 www.esmcivil.com � (425) 297-11400 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Arctitectur• 0 RM SUBMTAL am g/14 SURVEYED: 1 EAMY CLEM" a Oamm mftm SUBMIT M ESM 4 DES10WD- 2 PAN C� +1 ESM 4 3 IRM! CHANK #2 am 4 DRAWN. 4 MYLAR SUBMTTAL ESM 4 CHECKED: ESM JOB #258 -044 -013 NO. REVISION BY DATE APPR APPRO�m: L ONE INCH AT FULL SCALE IF NOT ONE NCH SCALE ACCORDPOGLY SECT" (A ) VERTICAL NAw 19M HORIZONTAL: NAD 1983/1991 DATUM PLAN VEW TYPE PERPENDICULAR B (SHOWN WITH BUFFER) CEMENT CONCRETE DETECTABLE 111Mf RUM SURFACE - PEDESTRIAN CURB -• •.. SEE STAID PLAN 14L" SEE NOTE 4 - �- GRADE BREAK I� ` •� •:• COUNTER SLOPE - �r J/ 6.0% MAX, r R. CURB AM OUTrM - r TOP OF ROADNIAAY 1` SEE DOM 4 T � a T CONCRETE CUR A 4 Q 4 4 10 �w s DEPRESSED I D CURB D GUTTER - J / �� �� 1 �� 1 SEE srwNOrueo PLAN F1S.1I2 CUM RADIUS DETAE D m "e � �. �R 1 CEMENT CONCRETE CURB RAMP *TYPE MIT - MOWTRIC VIEW TYPE ULAR A PAY LIMIT CI TY OF RENTON Planning /Building /Public Works Dept. IsOME'1'RIC VEW TYPE PERPENDICULAR s PAY LIST ;aa *o� *�, 343x.3 � � c13, T d'fO AL 4r PERPENOICUL M CUM RAW S'TANOIAW PLAN F40.15 -2 81HEIET 1 OF 1 SHEET APPVO 1 M FOR PIUMMAT10N PaOCo A14*00cli / irW3 > 1111611 isummeam soft 01111101011111"M usn" .."dw CHECKED FOR COMPLIANCE TO CITY STANDARDS GREENLEAF INTERSECTION DETAIL UTILITY PERMIT #14004398 12/30/201 PAGE- 0111111411111w No- RD -05 LM z fr D O a z c� z C ic ca m v -- Z - O 0 T o i in Z C K o� M z m D LM z fr D O a z c� z C ic ca m v -- Z - O 0 T o i in