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HomeMy WebLinkAboutR-398009Hills] 475 swe W E.1 1 CONTRACTOR SHALL COMPLY WITH THE CITY OF RENTON'S TRENCH RESTORATION AND STREET 1 OVERLAY REQUIREMENTS. 1 PROTECT EX WATER-- 1 REMOVE EX 12 CB4 CULVERT 1p'��.;:..�iai .���u��'°��.[..��:. 12" SD O RESTORE EX 1 SURFACES U �fRESTORE EX 1 FILL AND GRADE TO - M M SURFACES (TYP) -M - W 1 DRAIN 3 SAWCUT LINE Wi _ - 22+50 i 23+00 I FILL AND GRADE TO �- - 23+50 DRAIN 1 - W 24+00 iJ S W i SS SS SS —ISS � 3 1 3 Ln i— QSO � CIS (IS CIS QS QS 1 CIS — -u —u3 lip 1 1 =�(J� �Ln 3 i= (J� 1 B OO q 06 (J \ i II II 00 >< z N L N N ftt Q7= SS W ROW LINE (TYP) 1 i SS — 1 1 '-►F -- -- -- -- 1 1 -1 i PROTECT EX WATER 1 1 FILL AND GRADE TO m DRAIN - m REMOVE EX 12" CULVERT 2244��I _ U F- U OO w n- U N z cn W U n, n n n coterra ENGINEERING PLLC Know what's below. 321 3rd Ave South, Suite 307 Call before you dig. Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com 114TH AVE SE PROFILE SCALE: HORZ. 1 " = 10' VERT. 1 " = 5' 7 SHARED DRIVEWAYS 6 CITY COMMENTS 5 CITY COMMENTS 4 CITY COMMENTS NO. REVISION IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY0=.BriannLeoBannwarth rstraka 06/20/2017 MENT ENGINEERING 06/22/2017 I I SURVEYED: MB 3 29 17 PA DESIGNED: MB MB 9 09 16 PA MB 8 15 16 PA DRAWN: MB MB 7/07/16 PA CHECKED: PA BY DATE APPR I APPROVED: I im - A 1-6 10 1 1 1 1 1 1 1 1 1 -i 1 1 NOTES 1. SEE SHEET C1, C2 & C12 FOR GENERAL NOTES AND ROADWAY DETAILS. 2. TYPICAL TRENCH SHALL BE PER COR STD. PLAN 220.00, DETAIL 5/C13. 3. SEE SHEET C11 FOR ROADWAY SECTIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ON THESE PLANS HAVE BEEN DERIVED FROM FIELD SURVEY PREPARED BY OTHERS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT COMPLETE. ADDITIONAL SURFACE FEATURES AND IMPROVEMENTS BEYOND THOSE INDICATED ARE PRESENT AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL EXISTING INFORMATION AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES AND SURFACE FEATURES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS. 5. CROSSING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION AND ASSUMED CONFIGURATION. THE CONTRACTOR SHALL UNCOVER ALL PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE, AND MATERIAL. THE CONTRACTOR SHALL MAKE TH APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES AND SHALL ADJUST WATER LINE ALIGNMENT AS NECESSARY TO ACHIEVE REQUIRED CLEARANCES. 6. COORDINATE ALL WORK WITH CITY OF RENTON TO ENSURE FACILITY ACCESS IS MAINTAINED AS REQUIRED. 7. PROTECT UTILITIES TO REMAIN. 8. ANY STREET SIGN REMOVED OR RELOCATED MUST BE BROUGHT UP TO CURRENT CITY OF RENTON STANDARDS. 9. THE DITCH AREA WILL BE RE -GRADED TO ALLOW THE CATCH BASINS TO COLLECT FROM FROM THE ROADWAY AND THE ADJACENT PRIVATE PROPERTY AND WILL BE PLANTED WITH GRASS. EDGE OF PAVEMENT TO THI EXISTING DITCH LINE SHALL BE AT A SLOPE OF 6:1. MAX. U-1141 475 LEGEND 1 CB TYPE-1 C 14 CB TYPE-2 48" 2 STORM DRAIN MAIN SANITARY SEWER MAIN SANITARY SERVICE LINE — — WATER SERVICE LINE WATER/FIRE MAIN 470 )111111, FIRE HYDRANT a CONIC THRUST BLOCKING HORIZ 465 WATER TEE WATER METER 1 SS3 460 ASPHALT CONIC PAVEMENT CEM. CONC. PAVEMENT PERVIOUS 3 CONCRETE C 15 SIDEWALK CONSTRUCTION PERMIT SUBMITTAL SCALE: VERTICL: 1988 1 �_ 10, HOR ZONTAL: NAD NAVD1983/1991 CITY OF L I M E L I T E SHORT PLAT 3/29/ 17 FIELDBOOK: RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAGE: DRAWING NO: ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. FRONTAGE IMPROVEMENTS 114TH AVE SE C9 IF NOT ONE INCH SCALE ACCORDINGLY SHEEP: OF: R-398009