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HomeMy WebLinkAboutTED4003442.7I- 0 z 0 LU U— LU y O 0 IIr m NE 1 /4 OF SECTION 10, TOWNSHIP 23N, RANGE 5E, W.M. FUh t[ BROOKEFIELD NORTH i 1 UNPLATTED LO +88.91 10.55' LT. OAD TAPER EX. PAVEMENT o UNPLATTED A. 10+15.87 12.79' LT. GIN ROAD TAPER — TW 452.0 TW 452, TW _ BW 452.0 BW 446.0 4 6.0 n — BW 440.0 ' I � 466 — -- / - — — - - END OF SIDEWALK RAMP; 464 462 j I 454 12:1 MAX. SLOPE -F '� 2 —{- 4 � 13 '� 4 452 so i gcp 5' PEDESTRIAN --I I 5 W PRIVATE STORM -- WATER EASEMENT REC. ACCESS EASEMENT NO. 20060313002001 PRIVATE STORM WATER EASEMENT REC. NO. Z I 20060313001960 w' 20' JOINT USE DRIVEWAY 466 TW 56. TW BW 449.0 > & UTILITIES 1 BW 455.5 A Q a, I I EASEMENT; ACCESS 456 � TO LOTS 12 & 13, 16 C6 Q I 16' PAVED I I 45 462 8 454 o I °•a � _ I_ I I I i 2 2 I i I ! i I 46? 4 0. 468 I I 5 I R I I BW 444.0 W 9 10 \ w 12 11 �ii N 0 0 z STA. 00+00.00 SW COR. SE Y4, NW Y4, NE Y4 SEC 10-23-05 N.E. 10TH ST. — EARTHWORK VOLUMES CUT VOLUME FILL VOLUME NET VOLUME (CU. YDS.) (CU. YDS.) (CU. YDS.) 1,485 11,702 10,217 (INCLUDES VAULT EX.) ALL VOLUMES ARE APPROXIMATE AND ARE PROVIDED FOR PERMITTING PURPOSES ONLY. THEY DEMONSTRATE THE RELATIVE DIFFERENCE BETWEEN THE FINISHED GRADE AND EXISTING GRADE AS SHOWN. ESTIMATES ARE ALSO SHOWN USING THE APPROXIMATE ESTIMATED STRIPPING VOLUMES. CONTRACTOR SHALL RELY ON HIS/HER OWN ESTIMATES FOR DETERMINING ACTUAL EARTHWORK QUANTITIES. Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) NOTES: 1. ALL CUT SOIL IS ASSUMED TO REMAIN ON SITE AND BE USED AS FILL. 2. FILL NEEDED IN EXCESS OF ONSITE SOIL SHALL BE IMPORTED FROM AN APPROVED SOURCE AND SHALL BE APPROVED BY GEOTECHNICAL ENGINEER. 3. ALL FILL COMPACTION CRITERIA SHALL BE PER PROJECT GEOTECH. 4. ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL A. J� O �Q pF WAShjN P c 5 45232 �I O NI D.R. STRONG CONSULTING ENGINEERS 10604 NE 38th PLACE, SUITE 101 KIRKLAND, WA 98033 425.827.3063 OFFICE 800.962.1402 TOLL FREE 425.827.2423 FAX STATIONING NOTE STATIONING ON HOQUTAM AVE. N. IS PER BROOKEFIELD II, PROJECT NO. 3088, STATIONING. STATIONING ON NE 11 TH CT. IS PER THE FOLLOWING EQUATION: STATION 20+00.00 BROOKEFIELD NORTH= STATION 00+00.00 BROOKEFILED IL, PROJ. NO. 3088 VERTICAL DATUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL ALL SEWER INFORMATION IS PER FIELD SURVEY BASED ON ABOVE DATUM. 1 CITY COMMENTS DATED OCT. 6, 2011 MAJ 2 BAYFILTER REVISION MAJ 3 CITY COMMENTS DATED NOV. 15, 2011, MYLAR MAJ �J0. REVISION BY 10.15.11 RJ SURVEYED: L f� SJS 11.22.11 LRJ DESIGNED: 01.04.12 LRJ M&I DRAWN: CWA CHECKED: MAJ DATE AP P R APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 I M 66 - CITY OF RENTON Planning/Building/Public Works Dept. 15 14 R=344204 CHECKED FOR COMPLIAN EC i O CITY STANDARDS �jl 9"1 d ti BROOKEFIELD NORTH ROAD AND GRADING PLAN TRACT C GRAPHIC SCALE 4 15' 30' 60' 1 INCH = 30 FT. 09-06-11 PAGE: C4 11 y 7� O zm �z g oz �O 1 b r a N c.G, P-sLtµaoy Emmmmmmm