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HomeMy WebLinkAboutD-322501N N CO M CB# 1 TYPE 1 CTL. A STA 0+ 60.209 0.O'RT. N SEE SECTION B -B C Cn JO END NEW PAVING CTL. A STA 0 +54.02 , JI i i' Q,; CONTROL LINE INTERSECT FORM 3 --INCH HIGH ASPHALT BERM �,- CTL. A STA. 0 +75.00 TO DIRECT FLOW TO NEW PAVEMENT CTL. B STA. 0+51.52 (BOTH SIDES) JI � SURFACE FLOW LINE, TYP. HOQUTAM PL EP, STA 1 +81 SITE ACCESS SAWCUT EX ASPHALT NEW PAVING CORNER STAKE START NEW PAVING TO SOUTH AP CONTROL LINE NP. STA 1 +06.28 CORNER STAKE 0, C�j 0 +00 1 +OC CONTROL LINE "B" o ._+._. REMOVE AND RESTORE ROCK WALL ': PC cn SEE SECTION -- PT. EXIST. CB TYPE I / O B 49'59'2 "' X A/`% + ,/ / CENTER OF RADIUS CTL. B STA 0 +67.5, 30'RT. INSIDE CURVE, CTL. B: / 1 PC STA. 0+65.5, 5.0' RT. PT STA. 0+48.4, 13.9' RT. 1 A OXO EA ENT - 20'X 66' 1 BARTH EASEMENT RECORDING # 200503M000003 13#2 TYPE 2, 48 "0 0+15.21, 7.0' LT. SEE SECTION A--A `-EXISTING GRAVEL RD NEW GRAVEL ROAD DETAIL A--A, SHEET 2 MATCH EXISTING GRADE END GRAVEL ROAD CTL. A STA 0+13.57 c STA 2 + 00 2+95.7 C; ' J t2 +00 1 j * / 1 i rKtJtr�vc - vi j � ROUNDED ROCK DITCH � l L 420. 13 LF 8" DI SD ® � 0.45% 410: TURNINGILME ON CB 0 +00 0 +50 STORM AND DWY CL. PROFILE CONTROL LINE "A" 1+00 SCALE: HOR. 1 "= 20' VER. 1 "= 10' SEE KYLE II SHORT PLAT TED402832 0 20' 40' 1:240 410 CONTROL LINE "B° PROFILE, CL 20' ESMT $ (1) AS- BUILT INFO AND NOTES AOOLD BY CITY OF RENTON DWC 10/06/ SURWYED: ScAl• NA ►�Olntoi � w� is AS SHOWN DESKWD ROR, DK RN, owc dw "c" CMECKEI> AT /ML >f01" s WT aE mcm NO. REVISION BY DATE APPR 'Q"t NCcomm0"' go IF ROLL 2 s 6 . F III PAY LIMIT FOR TRENCH BACKFILL 49-0 , FOR 12 , 8 to & 6 STORM AND SANITARY SEWER LINES SEE DETAIL FOR SURFACE RESTORATION REQUIREMENTS TRENCH BACKFILL MATERIAL NATIVE IF APPROVED BY ENGINEER, OR IMPORT PER SECTION 9 -03.19 (BANK RUN GRAVEL). PROPOSED 8 "- 6" SEWER PIPE 12 - 8" STORM PIPE 8" WATER PIPE (STORM) FOR SEWER PIPE AND STORM PIPE: PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR THERMOPLASTIC PIPE. t EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) DEPTH AS APPROVED BY ENGINEER. BACKFILL WITH FOUNDATION MATERIAL (2'- 4" QUARRY SPALLS) SANITARY SEWER, STORM, AND WATER PIPES TYPICAL TRENCH I AND BACKFILL NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. NOTES: EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 1. ELEVATIONS BASED ON EX TYPE 1 CB RIM IN SR -900, ADJUSTED TO NAVD 1988. SURVEYOR TO TIE TO CITY DATUM AND ADJUST DESIGN ELEVATIONS AS NEEDED. WA 0 n �ltxxxxx G I S1E? ORIGINAL PLANS STAMPED BY: RONALD J. STRAKA ON: 3/17/06 PE /29727 EXPIRES. 10/16/06 �s CITY OF RENTON Planning /Building /Public Works Dept. 0315 RECOMMENDED FOR APPROVAL BY Daniel Carey 3/17._ /05 By AS-BUILT AS -BUILT SURVEY BY DRYCO SURVEYING STAMPED AND SIGNED BY: G. PHIL SARGENT PLS 134145 ON 7 -29 -05 CHECKED FOR COMPLIANCE TO CITY STANDARDS Lys Hornsby Date 3/17 0 Ray Sted, for mcrbet sunhoulDate 3/17/0 Date HOQUTAM PL NE / SR -900 STORM SYSTEM PROJECT STORM AND DRIVEWAY PLANS 3/16/05 i ,z �l I C c �c s r 7. �= 1 V Gf N 1 W X N c O EX CB TYPE 1 RIM = EL.. EX .42.7.90 12 "NW IE= 424.66 REMOVE EX 6 "SW IE =425.3 NEW 8 "SW IE= 425.02 .................. ..... ...... ........... ................... CB #2, TYPE 11 :48 "0 STA 0+15.219 7.0' LT. CB #1 lU RIM EL. „ 435.3 STA. 0+ 60.20, 0.0' RT. ............:. 12 NW . SW X8± IE = .I.E 431.0 .425.61 RIM EL. 4.0 1f 434.18 -- 12 SE IE= 1. 431.27 EX 440 ...................... FENCE LOPE ..NEW ASPHALT ROAD 0.52'C TO DRAIN TO C13 -1 SEE SECTION A -A -4.64% FOR EX UTI LITI ES �.� �--- 1.5% AND DETAILS 430 .. .. .................... L 420. 13 LF 8" DI SD ® � 0.45% 410: TURNINGILME ON CB 0 +00 0 +50 STORM AND DWY CL. PROFILE CONTROL LINE "A" 1+00 SCALE: HOR. 1 "= 20' VER. 1 "= 10' SEE KYLE II SHORT PLAT TED402832 0 20' 40' 1:240 410 CONTROL LINE "B° PROFILE, CL 20' ESMT $ (1) AS- BUILT INFO AND NOTES AOOLD BY CITY OF RENTON DWC 10/06/ SURWYED: ScAl• NA ►�Olntoi � w� is AS SHOWN DESKWD ROR, DK RN, owc dw "c" CMECKEI> AT /ML >f01" s WT aE mcm NO. REVISION BY DATE APPR 'Q"t NCcomm0"' go IF ROLL 2 s 6 . F III PAY LIMIT FOR TRENCH BACKFILL 49-0 , FOR 12 , 8 to & 6 STORM AND SANITARY SEWER LINES SEE DETAIL FOR SURFACE RESTORATION REQUIREMENTS TRENCH BACKFILL MATERIAL NATIVE IF APPROVED BY ENGINEER, OR IMPORT PER SECTION 9 -03.19 (BANK RUN GRAVEL). PROPOSED 8 "- 6" SEWER PIPE 12 - 8" STORM PIPE 8" WATER PIPE (STORM) FOR SEWER PIPE AND STORM PIPE: PIPE ZONE MATERIAL PER SECTION 9 -03.16 BEDDING MATERIAL FOR THERMOPLASTIC PIPE. t EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) DEPTH AS APPROVED BY ENGINEER. BACKFILL WITH FOUNDATION MATERIAL (2'- 4" QUARRY SPALLS) SANITARY SEWER, STORM, AND WATER PIPES TYPICAL TRENCH I AND BACKFILL NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. NOTES: EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 1. ELEVATIONS BASED ON EX TYPE 1 CB RIM IN SR -900, ADJUSTED TO NAVD 1988. SURVEYOR TO TIE TO CITY DATUM AND ADJUST DESIGN ELEVATIONS AS NEEDED. WA 0 n �ltxxxxx G I S1E? ORIGINAL PLANS STAMPED BY: RONALD J. STRAKA ON: 3/17/06 PE /29727 EXPIRES. 10/16/06 �s CITY OF RENTON Planning /Building /Public Works Dept. 0315 RECOMMENDED FOR APPROVAL BY Daniel Carey 3/17._ /05 By AS-BUILT AS -BUILT SURVEY BY DRYCO SURVEYING STAMPED AND SIGNED BY: G. PHIL SARGENT PLS 134145 ON 7 -29 -05 CHECKED FOR COMPLIANCE TO CITY STANDARDS Lys Hornsby Date 3/17 0 Ray Sted, for mcrbet sunhoulDate 3/17/0 Date HOQUTAM PL NE / SR -900 STORM SYSTEM PROJECT STORM AND DRIVEWAY PLANS 3/16/05 i ,z �l I C c �c s r 7. �= 1 V Gf N 1 W X N c