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HomeMy WebLinkAboutR-397115z O 0 z J ry Q LLJ STA.=1 +04.00, 23.00' LT. a BEGIN CURB, GUTTER & SIDEWALK --- ------------------- UPGRADE TO STORZ FITTINGS IF EXISTING HYDRANT IS NOT EQUIPPED WITH THEME - TEMP. TYPE 3 BARRICADE. SHALL NOT IMPEDE BICYCLE LANE EDGE OF EX. ASPHALT 250 245 240 235 230 225 220 10' UTILITY EASEMENT (TYP.) 49 INLET I TG=238.00 IIE=235.63, 8" • T w 50 REPLACE W/SOLID LOCKING LID EDGE OF EX. GRAVEL A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON SEE CURB RAMP DETAIL 11.5' R/W 1 ON SHEET RD-05 DEDICATION 51 52 53 54 �I CB #15, INLET SEE SHEET w6-01 INLET TG=238.00 IE=235.04, 8" 0 TG=238.00 IE=235.04, 8" b IE=234.73, 8"� IE=234.73, 8"0 C5 LF, 8" 0 SDI 31 LF, 8"0 SD S=0.99% ® S=1 .00% d d d d ROAD A SEE SHEET RD-01 n 0� Q 0 EX STORM CB #25, TYPE 1 LF, 12" 0 SD T v STA 2+59.94, 4.29' LT w-® S�0% - ONCRETE CURB PER CORTG-238.31 0�50% _ _ C STD. PLAN 101 (TYP.) 12" IE 4.37 / I o 7 0 PROPOSED STREET _S s- LIGHT (TYP.) REPLACE W/SOLID - s EX. POWER POLE TO LOCKING LID '14 L - - BE REMOVED (TYP.) G --------T -GAS SAWCtJT LINE (TYP.) / EX. DRIVEWAY 55 56 57 58 59 60 r I 1 INLET INLET # INLET 1 TG=236.68 TG=236.31 CB #STORM FILTER 8, TG=� 237.1II 0 IE= 234.09, 8:�'0SEE SHEET RD-01 IE=233.73, 8� 0IE=233.38, 8"� IE=233.73, 8"� IE=234.098 380IE=233.38, 8" IE=233.73, 8"01 35 0S" D 33 LF, 8"0 SD IC- UT & CAP EX. ©101% S=-.S=-1.08% WM AT THE MAIN � IP P P P P 77 REPLACE W/SOLID " LOCKING LID i '° O O CB #16, TYPE 1 - _ 8' CONCRETE SIDEWALK PER - - O �N -4-LF, 12"0 SD STA 3+37.59, 22.22 LT COR STD. PLAN 102 (TYP.) + O REPLACE W/SOLID EX. EDGE OF ASPHALT LL_ LOCKING LID EX. WATER BEGIN CURB, GUTTER Q -& SIDEWALK TRANSITION - (j W S 132 N D ST STA.=4+44.61 , 23.00' LT. z N J W CB #14, TYPE 2-48"0 c EX. SEWER r - - 2 W N W/SOLID LOCKING LID -_ �� - _ _ _ Q STA 3+01 .33, 18.41 ' LT CONSTRUCT CB OVER EXISTING - 12"0 ADS. CONTRACTOR TO VERIFY LOCATION & ELEVATION PRIOR TO EX. DRIVEWAY CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES CL INT'X STA 2+87.79, S 132ND ST STA. 10+00.00, ROAD A O 0a 00 00 Ca O N 0 O C� O 0) 0) 0-) 0) 0-) N N N N N N 0-) 00 00 cfl cfl (D In Ln N N N N N N N N N N N N N Ln N N CL INT'X STA 2+87.79, S 132ND ST = STA. 10+00.00, ROAD A ELEV: 237.98 EX. GROUND @ - - - - - I I I EX. STORM I I I I 4. 0' 4LF,12"0SD I @ S�� 0.50% EX. CB T=236.69 - --_ ---- --- __ --_-_-_----__ I I I=233.14 12'O W ----- -_-_-_ ----_ I I IE=''ZZ'^ 12"0 N 233.17 1 =233.13 12'0 E - - - - - - - - - --- EX. CB EX. CB ---- -__--I - - - �---_ - - - - ---- ----- - - - - CB 16 TYPE 1 TG9 236.61 IE=''z�6- � 233.35 CB 14, TYPE 2-48" 0 IE=23;3 1 6 12"�233.19 W/SOLID LOCKING LID � - - - - - EX. CB --- TG=239. IE=236.8 IE=236.8 1 12"0 W 5 12"0 E TG=239. IE=236.7 IE=236.8 IE=236.7 8 12" 0 W 12"0 N 12"0 E EX. SEWER EX. CB TG=234.62 IE=231 .13 IE=231.12 12"0 W 12"0 E TG=238.37 TG=23732 237.12 IE=-2ZIT 8"0 233.71 "4 E CONSTRUCT CB OVER EXISTING 12" 0 ADS. - IE=234.49 1 CONTRACTOR TO VERIFY LOCATION & ELEVATION PRIOR TO CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES 0+40 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1 +00 Z-3-ZOZO 2+00 CERTIFICATION FOR AS-BUILTS ONLY. SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS DATED JANUARY 30, 2018, JOB #1938-001 -01 6. 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL AS -BUILT NO. I REVISION 12" IE 233.38 E 3+00 12" IE 233.30 W ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: 11yy++11 CHECKED: ` BY I DATE I APPR I APPROVED 250 245 240 O O (V �O 235 H� N W W = 230 Z N J W 2 LLJ H N 225 220 4+00 4+60 SCALE: 1 W=209 HORIZONTAL: L NAD 11983/1991 • CITY OF RENTON [;R ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY n SCALE: 1 "=20' HORIZ. 1 "=5' VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 NOTES: 1. UNLESS OTHERWISE NOTED, ALL STORM PIPE SHALL BE LINED )SMOOTH INTERIOR) CORRUGATED POLYETHYLENE PIPE (I.E. ADS N-12). OTHER ALLOWABLE MATERIALS INCLUDE: A. REINFORCED CONCRETE PIPE B. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) C. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO KNOWN AS HDPE PIPE OR HDPP) 2. CATCH BASIN LIDS: A. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1 L STRUCTURES ONLY. B. SPECIFIED STATION AND OFFSET REFERENCE CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS. C. ALL GRATES SHALL BE VANED UNLESS OTHERWISE SHOWN. 3. ALL DRAINAGE CONNECTIONS TO THE NEW PUBLIC STORM DRAIN FROM THE NEW SINGLE FAMILY HOMES SHALL BE MADE VIA SOLID PIPE CONNECTION. SEE COR STD DETAIL 225.10 ON SHEET DT-01 4. FOOTING AND ROOF DRAINS SHALL BE SCHEDULE 80 PVC PIPE WITH CORRESPONDING FITTINGS. 5. INSTALL 10-LF OF ROOF DRAIN INFILTRATION SECTION. SEE DETAIL ON SHEET RD-04. IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES FRONTAGE PLAN & PROFILE UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: FR-01 SHEET: OF: 15 55 U H H Q D J N R-397115