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HomeMy WebLinkAboutTED4003775.25A PORTION OF THE NW 114 OF THE NW 114 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA C T Ln W N 2 m m m Cn w Q z U w D O n, 0- rr D 0 U Z Q J� Cd 2 Working Days Before You Dig 811 LW*m Underground Location Center (D,Wr,ND,OR,WA) N: 181020.4275 E: 131 1823.5845 SAWCUT EXISTING PAVEMENT, CONSTRUCT NEW 24' DRIVEWAY MATCH EXISTING GRADE. SEE DETAIL ON SHEET DT-01 SAWCUT ALONG FLOWLINE 388.31-, \ - 388. 388.2 SE 128TH ST (KING COUNTY) NE4THST(REN (RENTON) ----- - ___ (PRINCIPAL ARTERIAL) 387.99 I 2.590 388.34- 2.0% 387.17/ 388.37-� \,LOW POINT 388.25 � 1 388.31 �388.58-� r9ot" 1.99; 388.28 388.69388.33� 2.8.74� 0% 387.813$HIGH POINT Ij IL388.58 \ / 2.17. 388.17 \ \ 387.20 LOW POINT 1 1 I 1 � f l 11 1 II II I I I I I I I 387.82� CONSULTING ENGINEERS L L G ® 8th Avenue South 10 1 Suite 205 Suite Federal Way, WA 98003 FEDERAL WAY (253) &M-6113 www.esmcivil.com EVERETT (425) 297-9900 ELLENSBURG (509) 962-2608 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #1799-001-013 388.36-,,\ 388.73- 1.8% 388.71-\ 2.2% L 388. 387.31- - LOW POINT r � 38.32 1.77 38.35 387.95 \\ �% _ 1� / 387.51 387.79 \ -388.85 1 1 � 388.86 I I I -387.85 I I PROPOSED 387.85+ BUILDING Li ` I 0 PAD=387.50 K ( 4 �I _J 387.50 J 387.66 LIJ 387.93 1 40 ----- 387.54 2.2% 1 I I 387.58 { 389.00 388.94 \387.22 ! f f { W { LOW POINT / { { z 388.841 Lo �{ 388.77� I _ 388.08 1 � _ I 388.77 I { 388.75 I I 388.65 ' i { = W W j 388.56 I I 388.69 ' { o 389.00 1 I I M 1 387.62 SEE SHEET CH-01 FOR I CURB RAMP TYPE TYP. I I 390.30/ ( ) 388.57-- i 389.18 389.76 1 -�_ 388.20 388.67 _� 391.36 \ I 0 388.08 - 1 1 CD N 391.41 389.97 1 38\8.35 ; 91i 5020 391.18 5+ 0 ) ROAD A I 391.43 1 i / Y - - - 5+79 _ - p SEE SHEET RD-05 i 1 19 COMMERCIAL SITE 1.8% SCALE: 1 " = 20' 0 1 n o ?n 47) CONTOUR INTERVAL = 1' NOTES: 1. SEE SHEET HOR-01 - HOR-03 FOR HORIZONTAL CURVE DATA. 2. EXISTING DRY UTILITIES SHALL BE REMOVED OR RELOCATED BY THE APPROPRIATE UTILITY COMPANIES AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM THE ENGINEERING PLANS. THESE RECORDS SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND TURNED OVER TO THE ENGINEER UPON COMPLETION OF THE PROJECT. 4. STREET NAME SIGNS AND STOP SIGNS TO BE INSTALLED PER CITY OF RENTON STANDARDS G012 & G013. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR TO AS-BUILTS AND COMPLETION OF CONSTRUCTION. 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. 6. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. 8. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER THE FOLLOWING PROCEDURE: A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO FILE FORMAT) AND IS COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION PLANS. B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO VERIFY THE CORRECTION OF SAID DEFICIENCY. C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCTV INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE DEVELOPER. VIDEO TO BE PROVIDED TO CITY INSPECTOR. ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) CHECKED FOR COMPLIANCE TO CITY STANDARDS ��, ►2- rt• zoty 0 FlR9r SUBWTTAL mm 7/11/1SURVEYED: SCALE DATE- 1 MVERTICAL: NAB° 1988 SECOND A' -S•`v ' DESIGNED: ,MS200 HORIZONTAL;NAD 183/1991 �T� �C WHITMAN COURT 1` /01/LMV1 , 2THM SUBMITTAL m 10/29/14 Um FIELDBOOK: 3 nWL SUBMUAL am 11/20/1 DAWN A UM cit ONE INCH I RENTON COMMERCIAL SITE GRADING PLAN DRAWING NO: 4 MYLAR S•IOATrAL sm �/ / � O1 1CHECKED: AT FULL SCALE Planning/Building/Public works Dept. PERMIT #U14003820 SP-02 '%lC. REVISION BY DATE APPR APPROVED: SCALE NOT ONE INCH SHEET: 25 OF:40 ALE ACCORDINGLY ri m Q m 1)m 0 O D c m Z U)) �m c D • n 3D Z = z Cm c C En 0 m_ N a3 z 01 N z z m to 0 D a m ^z 1� J C m 0 D ^z Y I