No preview available
HomeMy WebLinkAboutTED4003775.50LA a z I— U ata O ar a - A PORTION OF THE NW 1 /4 OF THE NW 1 /4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA cr -- - Z Q .L y Cs12 Wa It Days Beft a You Dip 811 Udss Qiclwyauid Lrocauton Cw*w 0017,10,MWA) 16e0 w 1 w, I I rC 1 N=400893.64- -'� 1311842 E= A'AQ`AQ ' TG=387.20 384.7 4IE=•384 &2, 12"0 "-W- LF, 12 "0 SD- 0 S11-110.60% ca #1 180870.13 N=446 1311870.75 E_� 364.56 N IE=36r 384.54 MA( i ' ! 384.51 SE ® = CONSULTING (i 1 N E E R St L L C 4W GM Awwwo Sough FedwW Way. WA 911OD3 www.esmcivii.com ewer a' r nA� Is c �lmyp i ma.� A�.dw. ESM JOB #1799-001-013 SE 128TH ST (KING COUNTY) .� NE HT NE — -----_—__ — (RENTON) 1 _ a - . _ (PRINCIPAL ARTERIAL) 18094.04 1311950.36 CL INT'X SA 5+00 00, ROAD A = STA. 50+41.21, ROAD B COMMERCIAL SITE 0 0 9.12 rr_ _ ..L .. I 77. I1 I i .t.52 Al 311973.82 z_ 53.24 S 84.00. rO NMI - I1 " WATER METER SERVICE. ARMOUR CAST 12x24xi8 i WITH 2" A.R.M. HOLE i 11 II i I W ( 0 03 (� I I I V ' I Z , U Up. I} = W co), _ I; 0 FIRST SUBMITTAL ESM 7/11 /14 SURVEYM 1 SECOND SUBMITTAL ESM 26 14 2 THIRD SUBMITTAL ESM 10/29/1 3 FINAL SUBMITTAL ESM 11/20/141 awra CA 4 MYLAR SUBMITTAL ESM 12/01/1 aFa�u NO. REVISION BY DATE I APPR APPAa 1 w2W ONE llm wmmowsm 901E ACC011100 LY 170 SCALE: 1 " = 20' 20 10 O 20 40 CONTOUR INTERVAL = 2' 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 REQURIED 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) AS —BUILT CERTIFICATION: THE ASBUILT INFORMATION SHOWN ��► E. HEREON IS BASED UPON A FIELD ,1 1A ��d►o SURVEY BY W OR UN R MY DIRECT SUPERVISI IN OCT R. 2015 — o NeR MAN LARSON, L.S. NO. 22338 s�o4Al tsL DATE: / - 14.4 12-15-2017 ,lm „a zaol: i9 wn loa/ml DATUM • CITY OF RENTON Planning/Building/Public Works Dept. R=377550 CHECKED FOR COMPLIANCE TO CITY STANDARDS W H ITMAN COURT COMMERCIAL SITE UTILITY PLAN PERMIT #U14003820 01/13/301 PAGE: SP-03 Slim: W "40 z D 0 z rn 1J m C C m7 :m- L N z Ill z m 0 D D T 0 0m 0 ,moo C t 0 i W D m C� 'gy C0 0 �m c� R) Z z m m 0 D D CT7 o p mp �® D m� C D C � m � — APB '. A-13*7-7,5 i `o