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HomeMy WebLinkAboutTED4003775.45SEE SHEET RD-01 MATCH LINE STA. 15+00.00 4;L LF, 12"0 SD----- EEC. CS, rrE 2- 8% S eh+ ; 3.59, 8.,4i' ` ®I I 27.4���..,.,: - ~ C8 #1, TYPE 2 r W/ BIDIRECTIO� I STA 43t33:�i!3; 378.29 E.SE IE=378-W 12"O - 1-15+33.45. 0.' CONNECT TO EX. C.B. Q CONTRACTOR TO VERIFY i -- LOCATION AND DEPTH - PRIOR TO CONSTRUCTION p AND NOTIFY ENGINEER OF i r I 2 ANY DISCREPANCIES I1 ` I` E'' C- Tr PE" � . L I - L; 1 EX- PIPE TO BE REMOVED' % .-- E=382.=5, I 1 CL INT'X ( I XA 1 + 1. 9, `= STA. 30+00.00, ROAD C r 410 0 395 # 375 370 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 6"0 WALL DRAIN, DAYLIGHT TO EXISTING GROUND (TYP.) O CURB FTABLE BCR 1/4 p 1 /2 p 3/4 p ECR STATION OFFSET ELEV. 15+17.61 10.03' LT 386.94 ---- --- 386.87 ---- ---- 386.81 ---- ---- 386.74 30+35.00 10.00' LT. 386.51 p = 90'00'00" R= 25.00' L= 39.27' 5+87.40, 0.06- LT. 6"0 ROOF DRAIN • S=1.0% MIN. (TYP) CURB STABLE BCR 1 /4 p 1/2 p 3/4 p ECR STATION OFFSET ELEV. 15+82.62 10-W LT 387.45 --- --- 387.13 ---- ---- 386.99 ---- ---- 386.86 30+29.54 10.00' RT. 386.56 p=94'3N48" R=19.00' L=31.36' 27 PAD=390.70 ii I I 11 .f f♦ • 9 .__ �, �,........�i+=iiii�ir•L�IrILti,:.:-ice �a..s��__- _ _ _ PROPOSED WALL N I� r a0 ^ MOD i 7 ch Cq in I`- t0 (o co op O 0000 �00 M M CV M CO (o aD �00 ►� N N O (0 ao ^ SOD e� �) N N in co ^ �.�QO M N st M a0 ^ BOO M N t0 n a0 ^ �00 ►') N (14 OD a0 r MOU ►� C7) N O ►� n OD MOD M ,_ N N 00 CO M00 M 00 N d' d 't aD BCD M OD N cG ►f? i>D 00 �r4) M N •- UD a0 Q' M00 M t') O r-- of a0 O Mof M PVI STA: 15+ 10.00 + j PVI ELEV: 386.52 PVI ELEV: 388.85 I LP STA: 15+ 18.33 LP STA: 17+ 17.51 LP ELEV: 386.69 LP ELEV: 388.60 I K: 16.67 K: 8.33 LVC: 50.00 LVC: 50.00 on (D n 000 arn ! + n ± ar; ci + + � I � ; nM fAi 4i Uw Ua.- CL INT'X m ' TA 1 +51.29, RW D PROPOSED GRADE • - STA. 30+00.00, ROAD C ! ELEV: 386.93 Ca12 Wav Ick Dep 8d= 9 You 019 811 Utz th dwlpand Lo=&n C*lisr =IIIIT,titQOR,WA) ` 4 EXISTING GRADE ® CL-4+- LF, 12"0 SD-\, 7 - 1.00% 53.9 -41 . - 53.9 - -� 27.4 ; .._ . LF, 12 4 SD S -i--oL- LF, 12 "0 SD 1i - - CB TYPE 1 z TG=387.70 z cv II! 3 TYPE 2-48"0 tE 3�6Q-4+ 6" (NE) 383.04 Q !^ TG=387.29 IE=381.6 4 12 d (NW) 382,82 + RIM NO? SET SEE SHEET RD-04 IE=3t31.44 12„0 (E) 381.61 } `��' + tn IE=3f41-44 12 0 (SE) 381.58 [ z O Q IE=3r998.69; 12"0 378.29 E.SE IE=38a-.44 12"0 (NW)381.56 � i- W CONNECT TO EX. C.B. B 1 TYPE 2-48 aI' a __W/_ BIDIRECTIONAL GRATE CONTRACTOR TO VERIFY TG=386.75 I LOCATION AND DEPTH IE=3841~.68 12"0 380.65 SE PRIOR TO CONSTRUCTION IE=380313 12"0 380.59 E AND NOTIFY ENGINEER OF IE=380.5A 12"0 390.46 WNW ANY DISCREPANCIES 15+00 ® CONSULTING ENGINEERS LLC =5'""""' 1. 1 ♦ 1 * 1 Federw Weir. WA 9WW www.esmcivii.com "-" 11 nv-� a,em w ..e-ses Civil Engir»e►inq Lmd Swr"yirq Land Pimmi" Pubic worm I F"4mA Ilm" meni I uxwwmw *cftwcu" ESM JOB #1799-001-013 1 F+00 0 FlRST SUBMITTAL.. 1 SECOND SUBMITrAL 2 THIRD SUBMITTAL 3 FINAL SUBMITTAL_ 4 MYLM SUBMITTAL 1� NO, REVISION 17+00 ESM 7/11 14 & ESM 26 14 negKolm ESM 10/29/1 ESM 11 20 1 c� ESM 12/01/1 BY I DATE 1 APPR APPao�o- 410 02 395 375 370 17+80 SOME I"m2W aii� fi[ai _ AT FMI SMV SOKE If wr ow VCH R=377545 AS --BUILT CERTIFICATION: THE ASBUILT INFORMATION SHOWN HEREON IS BASED UPON A FIELD SURVEY BY E OR UNDER MY DIRECT SUP IN OC R, 2015 MAN EOnRSON, L.S. NO. 22338 DATE: 1*0&7 wmpiss/isn CITY OF RENTON DATUM Planning/Building/Public Works Dept. Fli SCALE: 1 "=20' HORI2. 1 -5' VERT. 20 10 0 20 40 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 do GO13. 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 REOURIED 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) UTILITY CROSSING TABLE O LE. (W.M.) 386,09, 8"0 CR. (S.D.) 380.50, 12"0 O I.E. (S.D.) 380.84, 12"0 CR. (S.S.) 379.21, 8"® CHECKED FOR COMPLIANCE TO CITY STANDARDS s/S1 x cx LAB 12-15-2017 WHITMAN COURT 01/13/2011 F�dt: ROAD AND STORM PLAN AND PROFILE: PERMIT #U14003820 RD-02 17 "40 o W � a Zz UJ g C G � C =�o n m a m- T W Nz m m �] co a D D T p 00 goo ?14m ,z* �� _ Vimrn ° n m- N z m O D Ag: 3775 u�