Loading...
HomeMy WebLinkAboutC-5 GGGG p-RENTON 2-LOT-ROAD ROAD(.3 \ 3 \ E �3D �SD SD SD S SD —SSD SD 11\ I I / —w iww w —w w w I 3 \ CD I \ I 3 \ I � \ 3 S CD 3 1 C\I \ CB TYPE 1 \� STA 6+60 13FT LT \� RIM 264.00 IE=262.72 (12"CPEP) IE=263.00 (6"PVC IS 6+58.55 iI In a a TAX PARCEL �� a .34MO-2565 i 290 270 260 250 DATUM ELEV 245.00 C CN C! 20' B55L F-1 n a I". SW 1/4 OF SE 1/4 OF SEC. 5, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON -w w �w w w w w \ w w w NCS 14 TH TREE T EX CB _ 0 EX 20' R W 6.5' E EDICATION RIM 263.83 5' 8'w WALK PLANTER w < IE=262.53 EX 12" CONC E) > SD SD > IE=262.23 EX 12" CONC EW) o \ o IE=262.53 NEW 12" CPEP S) o b TIE INTO EXIST CB WITH NE PIPE N — Nw Tw w — —w w\k N M STANDARD PAVEMENT SECTION 3" COMP DEPTH CLASS B ASPHALT EDC) PROVIDE STREET 04 + RESTORATION SEE DETAIL IS GREATER co HALF STREET � ARTERIAL ROAD URBAN AREAS 7+00 �\ Q In a a TAX PARCEL �� a .34MO-2565 i 290 270 260 250 DATUM ELEV 245.00 C CN C! 20' B55L F-1 n a I". SW 1/4 OF SE 1/4 OF SEC. 5, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON -w w �w w w w w \ w w w NCS 14 TH TREE T s s s \s s s s s SD SD E I CATER R /W a ,STA+62.45 EX CB RIM 274.49 26 —INV- 27.59 8 REMOVE CURB AND SIDEWALK AT NEAREST JOINT AND MATCH CURB 2 SBL LI N E. 26.5' C/L 30' _ 0 EX 20' R W 6.5' E EDICATION \ 5' 8'w WALK PLANTER \ Do Date September 24, 2017 \ s s s \s s s s s SD SD E I CATER R /W a ,STA+62.45 EX CB RIM 274.49 26 —INV- 27.59 8 REMOVE CURB AND SIDEWALK AT NEAREST JOINT AND MATCH CURB 2 SBL LI N E. 7+00 NE 14TH STREET ROAD PROFILE SCALES HORZ. 1"=10' VERT I"=5' :m GRAPHIC SCALE 10 0 5 10 20 LEGEND a PPo H YDS wv D4 w® P M® CB SSMHO 12F • 12FR - P - CASED MONUMENT (OGGUPIED 10/I(o) EXISTING CORNER AS DE5GRIBED 6WOOD FENCE (UNLESS OTHERWISE NOTED) SPOT ELEVATION POWER POLE HYDRANT WATER VALVE WATER METER POWER METER GATGH BASIN SANITARY SEWER MANHOLE TREES: CALIPER IN INCHES � TYPE: G-GEDAR, P -PINE, FR -FRUIT F -FIR, UD -UNKNOWN DECIDUOUS OVERHEAD POWER LINE R/W 26.5' C/L 30' _ 0 EX 20' R W 6.5' E EDICATION EXISTING PAVEMENT 5' 8'w WALK PLANTER 0.5 13 z g Do Date September 24, 2017 w O wiz „ , VARIES o ui D � .............. NATE Z SAWCUT EXIST EDGE OF Z ERT CEMENT CUT, CLEAN, HEAT AND TACK 4" CONCRETE CONCRETE CURB EDGES W/SEALER CSS -1 AND HOT 4" C.S.T.C. AND GUTTER ASPHALT CEMENT W 4' MINIMUM PAVED SECTION REQUIRED. Q STANDARD PAVEMENT SECTION 3" COMP DEPTH CLASS B ASPHALT EDC) 3" COMP DEPTH ATB 6" COMP DEPTH GRAVEL BORROW OR MATCH EXISTING PAVEMENT WHICH EVER IS GREATER "El'T'STREET HALF STREET A ARTERIAL ROAD URBAN AREAS �I I 0 Q 3: Lo 14- > > I > N Z J of o C° I I r - W N ON I n K I r- N 0 ch U-) J ; In +I ? coo N I _-- O �00 N co N �--� — c>- N=A�--� ER — U(n- -- — - 33LF 12" CPEP S=0.5% \\_-EXISTING NEW GUTTERLINE GRADE CENTER ROAD - - - Q od N C6 N N N N N 7+00 NE 14TH STREET ROAD PROFILE SCALES HORZ. 1"=10' VERT I"=5' :m GRAPHIC SCALE 10 0 5 10 20 LEGEND a PPo H YDS wv D4 w® P M® CB SSMHO 12F • 12FR - P - CASED MONUMENT (OGGUPIED 10/I(o) EXISTING CORNER AS DE5GRIBED 6WOOD FENCE (UNLESS OTHERWISE NOTED) SPOT ELEVATION POWER POLE HYDRANT WATER VALVE WATER METER POWER METER GATGH BASIN SANITARY SEWER MANHOLE TREES: CALIPER IN INCHES � TYPE: G-GEDAR, P -PINE, FR -FRUIT F -FIR, UD -UNKNOWN DECIDUOUS OVERHEAD POWER LINE R/W 26.5' C/L 30' _ 0 EX 20' R W 6.5' E EDICATION EXISTING PAVEMENT 5' 8'w WALK PLANTER 0.5 13 z g Do Date September 24, 2017 FROM EDGE OF CENTE TURN NE w O wiz „ , VARIES o ui D � .............. NATE Z SAWCUT EXIST EDGE OF PAVEMENT 1' INSIDE W/NEAT LINE ERT CEMENT CUT, CLEAN, HEAT AND TACK 4" CONCRETE CONCRETE CURB EDGES W/SEALER CSS -1 AND HOT 4" C.S.T.C. AND GUTTER ASPHALT CEMENT W 4' MINIMUM PAVED SECTION REQUIRED. Q STANDARD PAVEMENT SECTION 3" COMP DEPTH CLASS B ASPHALT EDC) 3" COMP DEPTH ATB 6" COMP DEPTH GRAVEL BORROW OR MATCH EXISTING PAVEMENT WHICH EVER IS GREATER "El'T'STREET HALF STREET A ARTERIAL ROAD URBAN AREAS NTS DESIGN SPEED 35 MPH PUBLIC ROAD NOTE: CONTRACTOR TO MATCH EXISTING CROWN SECTION M ol10N U 10- 0_0 _ 0 ©- J olum LMR Checked Do Date September 24, 2017 Sheat C 5a 11 O Job ol� f VM Z W co --o Z 000 oco:) or U) iQC- O- W Q3: v -- 00 Q = N 00 �Z U -)L0 EDC) QN N o0Y JX �YFZLL Z W Q W J IL 0 � aI 0 a I � � 'A 0 �J J 00 o rn z W 0 0 j' I— U J z Q N � O Z Zz w 0 W Ld W C w L � W `f) ILL IL=_ ❑ LLJ z W J 0 W W W 0 Lo Z 0 Q Rwhims 10- 0_0 _ 0 ©- olum LMR Checked Do Date September 24, 2017 Sheat C 5a 11 Sods Job "=20'-0" W Z