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HomeMy WebLinkAboutR-397807� "A" LINE O Ef) rr It O 1.00' 10.50' i_ LEFT TURN LANE PLANING LIMIT (SEE SITE PREP PLAN) ---------I-- -- - — \ SAWCUT LINE (SEE SITE PREP PLAN) VARIES 1.50' 2.00' 11.00' 11.75' 1 F1 5.00' THRU LANE RIGHT TURN LANE SIDEWALK EXISTING _ _ — — --- GROUND —-----2.0% _ — 5 A ROADWAY SECTION SCALE: 1"=5' STA "A" 10+98 — STA "A" 12+80.25 VARIES 1.50' (2' MIN) SIDEWALK EXISTING VARIES 6 GROUND 2.% MAX SAWCUT LINE — — — — — — — — — (SEE SITE PREP PLAN) J EXISTING GROUND NW CURB SECTION SCALE:1"=5' STA "A" 13+00.2 — STA "B" 50+99.4 1.50'-1 r—(2' MIN) VARIES SIDEWALK VARIES 2.% MAX -1.00' (TYP ALL SECTIONS) SAWCUT LINE (SEE SITE PREP PLAN) SAWCUT LINE (SEE SITE PREP PLAN) � I NE CURB SECTION SCALE:1"=S' STA "B" 51+05 — STA "A" 14+16.3 2.00' —1 r 1.50' EXISTING -- GROUND 3:1 SLOPE a M D SE CURB SECTION N SCALE: 1"=5' STA "B" 52+34.7 — STA "A" 14+22.8 a 'o z so FEDAID: FA# CM-1292(002) qEN P. T in TIE 8-1-102(034)-1 �) BergerAliAM 5�w�""W� �G RECORD DRAWING CALL 48 HOURS �/ d—db`" --wihmm ns nisreaaman.Iny de�dnes �-designed components and/or BEFORE YOU DIG 33301 9th Avenue south, Suite 300 9 as-c°nst acted components. Intonation N Federal Way, Washington 98003-2600 "'''E" � agording as-wn*ad d wmpanents was 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 "` t�9�K pronded br °"C and "°' "°` YenOed NO 1 �- 5 (TO EXISTING CONSTRUCTION NOTES O HMA CL 1/2 IN PG 64-22 0.25' COMPACTED DEPTH — WEARING COURSE O HMA CL 1/2 IN PG 64-22 0.60' COMPACTED DEPTH — LEVELLING COURSE OCRUSHED SURFACING BASE COURSE 0.45' COMPACTED DEPTH 4O 4" THK CEMENT CONCRETE SIDEWALK 5O 2" THK CRUSHED SURFACING TOP COURSE O6 CEMENT CONCRETE CURB AND GUTTER 7O CEMENT CONCRETE TRAFFIC CURB 8O 2" THK PLANING AND HMA OVERLAY 1.50' 2.00' VARIES VARIES RIGHT LANE SIDEWALK EXISTING VARIES _ `GROUND 6 2.% MAX VARIES- -- — — —— — ---- ------ �1 --- 11- 5 5 E SW CURB SECTION SCALE:1"=5' STA "A" 11+72 — STA "B" 52+35 "B" LINE 11.00' 10.50' VARIES 1.50' F. 2.00' 5.00' SIDEWALK EXISTING GROUND ---- 5 ---5-- I a EXISTING SLIP LANE SAWCUT LINE �/ L 1.00, (SEE SITE PREP PLAN) (TYP ALL SECTIONS) ROADWAY SECTION SCALE: 1"=5' STA "B" 52+35 — STA "B" 53+47.5 5.50' r 0 50' VARIES 5.50'NTO 63.00' r 0.50' SIDEWALK I I EXISTING GROUND — — 1.0% _ --3 PARK AND RIDE SECTION SCALE:1"=5' STA "A" 11+47.9 (109.7' RT) — STA "A" 11+48.0 (59.1' RT) Approved For BID Robert M. Hanson P.E. Date E° CITY OF °0Ni wsasi�ss� JRL AS SHOWN a3 a "o RENTON ­ JCR Public Works Department so DATUM Approved For Construction OJRL REVISION BY DATE APPR o sPr sG" ""o"°,aaa" Rnhert M_ Hnnsnn P_F_ ❑nte S 7TH ST. AND SHATTUCK AVE S ROADWAY SECTIONS oELO8//23/16 �."RS-1