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HomeMy WebLinkAboutTED4003775.26A 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 n a z < o C G 2 K _ m � re �J S T a co Nz m z m M m O D w Q z 0 w 3 O Z W L, 'm-wom-Nowmw mA as Cal 2 Working Days Before You Dig 811 UStlee Underground Location Center (D,iMT,ND,0R,WA) STORM DRAINAGE MANHOLE RIM 388.07 36" ADS E 379.46 (E 36" ADS S 379.74 IE LADDER ON N SIDL - - SE 128TH ST (KING COUNTY) W ._ UKM 388.12 "A ADS RIM 388.12 36" ADS W NE HT ST (RENTON) o ` 380.00 IE 36" ADS N (PRINCIPAL ARTERIAL) 380.12 IE 12" ADS NE 382.25 IE 18" ADS E - SANITARY SEWER MANHOLE - - - -- - - 379.70 IF LADDER ON SF CB f21, TYPE 1 I RIM 389.12 15" PVC S 378.78 IE 1 N=180983.97 I CNE 378.64 IE 76 LF, 12"0 SD LADDER LADDERW 0 S=0.50% TG=387.31 ----------- IE=385.090 129"0 CB 120, TYPE 1 N=180986.54 E=131 1875.01 TG=387.17 IE=384.71, 12"0 ,l CB #9, TYPE 1 N=180939.84 E=1311873.43 TG=387.81 IE=384.48, 12"0 I I \ \ CB #19, TYPE 1 N=180893.54 E=131 1842.02 TG=387.20 IE=384.32, 12"0 37 LF, 12"0 SD \ '\0 S\ 5\ CB #18, TYPE 1 l N=180870.00 l l E=131 1870.76 TG=387.62 i IE=384.13, 12" 0 42 LF, 12"0 S 0 S=0.50% I o O 6L O N � I •- O I` J �® PROPOSED -__ 0- BUILDING n _ ----- Li I 40 j C.O. # 1, / N=180904.58 E=131 1965.37 o RIM=387.54 - o IE IN=384.28, 6"0 W s o IE OUT=384.1 1, 8"0 S Lo � C I o ® N: 180852.71 +� E: 131 1902.02 (� 1-8"x8" TEE (MJxFL) 1-8" GATE VALVE (FLxMJ) 1-8" PLUG (MJ) T W 2" BLOW OFF ASS'Y 20 II CB #17 l SEE SHEET RD-06 \\ l ' 19 ®CONSULTING 33400 SthAvenue South ENGINEERS LLC Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 83"113 www.esmcivil.com E`ERETT (425) 297-9900 ELLENSBURG (509) 962-2608 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB ��'' 799-001-013 -CONCRETE BLOCK .:...:.:...LJ IRRIGATION - ..IE --05 SHEET • •�TRACT F STA 0• •0 ROAD A -••D COMMERCIAL SITE I I SDCO #2 I I N=180934.93 II I E=131 1965.65 TG=387.65 IE=384.16, 6"0 I (I I 11 I I I o CB #22, TYPE 1 N=180909.59 E=131 1973.54 ` TG=387.22 j IE=383.35, 12"0 (I I " WATER METER SERVICE. I 11 (ARMOUR CAST 12x24x18 / Q I WITH 2" A.R.M. HOLE I II III 1 ( �I W , 7.50' I to I I Z T 0 + H 1-F.H. ASS'Y. I I O SEE SHT. WA-03) I Z l ! ; LLJ 2 TR �� C/) �93 = LU LF, 12"0 SDI ( IUj I �0 S=0.50% I �I - I•p I �o 7.50 l ROAD A SEE SHEET RD-05 �- I - 5+79 I 7.5' ' I F- -- - CL INT'X CB #10 STA 12+22.14, WHITMAN SEE SHEE' ­_ni = STA. 5+79.36, ROAD A /-- CATCH BASIN STANDARD GRATE RIM 389.08 12" ADS E 384.01 IF 8" PVC W 384.04 IE CATCH BASIN SOLID LID RIM 389.04 12" ADS W 383.82 IE CATCH BASIN SOLID LID RIM 389.24 12" ADS W 382.33 IE 12" ADS E 382.52 IE 12" ADS S 382.61 IE LADDER ON N SIDE 0 nFW S MUAL ESM 7/11/14 SURVEYED: 1 SSECONDDD�SUB AL ESM 2514 DESIGNED: 2 THIRD SUBMTTUIL ESM 10/29/1 y IN 3 FINAL SUBWTTAL. ESM 11/20/1 DRAWN: CA 4 MYLAR SUBMITTAL ESM 12/01/14 CHECKED: /r N0. REVISION BY DATE APPR APPROVED: SCALE SCALE: 1 " = 20' 20 _ ?C J 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 -GUILTS 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) R-311526 CHECKED FOR COMPLIANCE TO CITY STANDARDS VERTICAL: NAVD 1988 3/1 WHITMAN COURT 1 Ms�•V �• HORIZONTAL: W1983/1991 CITY OF MR RENTON DATUM COMMERCIAL SITE UTILITY PLAN ONE INCH A� T FULLS Plonning/Building/Public Works Dept. PERMIT #U14003820 IF NOT ONE INCH SCALE ACCORDINGLY 12/01/201 PAGE DRAWING NO: SP-03 SHEEP: 26 OF.40 M G Z 0 C m M I �x b� U Y 1 o N :3 Z o C) o T �� 1 v M 9 (n z