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HomeMy WebLinkAboutTED4003775.49A 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 a\ , 0 395 375 370 STA. 1 +00.00, TRACT -END ROAD IMPROVEMI U)j CB #17, TYPE 1 F- STA 1 i 00. , 642' 1+004;0 5.07'- V Mae! SEE SHEET RD-01 ROAD A TRACT B 1 �3\ PAD=387.50 • ^ o�pM cN0) p*pM pM oM pM r.N tT^ motto 06 MM mM MD STA. 1 +00.00, TRACT B END ROAD IMPROVEMENTS ELEV: 387.53 - - - CL INT'X EXISTING GRADE 15.6 A 1 + .40, ROAD B STA 2+ 18.36, TRACT B_ PROPOSED GRADE 0 CE - LF, 12"0 SD ®S=9.590i- ELEV: 387.76 / 1-� 3.21% / 2.00Z 41.6 39.4 -#t LF, 12"O SD -49- LF, 12"0 SD f 0 _e Ir "No - IB CB 17 1 27.1 SEE SHEET RD-05 TG=387.64 _28. LF, 12"0 SD 38418 IE-393.9t? 12"0 (S) lC8 116.TYPE 1 0 S-0-66% 0.92% 384.52 IE=384..42 6"0 (SW) TG=388.05 , 387.24 1E=3&39 - 12"0 (NW) IE 12"0 (SE) _ B 14 TYPE 1 - IE=3833?-12"0 (N) TG=388.59 383.90 IE=383 44 12"0 (E) 383.47 383.95 IE=38. IE=383.44 12"0 (NW) 383M i 168 1 TYPE 1 TG= 388.43 IE-3ffl:52 12"0 (SE) 383.54 IE-W.52- 12"0 (NW) 383.58 i VR 395 WNW 375 370 0 395 375 370 SEE SHEET RD-01 10 9 8 7 6 5 I r PAD= PAD= PAD= PAD= PAD= PAD= I I 385.40 385.40 386.40 386.40 386.40 386.40 + I) 1 S.D.C.O. I { C8 #7A, TYPE 2-48"0 f I C8 STA RT , f SEE SHEET RD-01 ------ _ 4+00.33, - - - - - - co _ - N _ ` _ ` 1 44*- LF, 12"0 SD Ca W 6"0 ROOF DRAIN - - - + - - - Q W 0 S=1.0% MIN. (TYP.) C8 , TYPE 1 I' U) W/ BI-DIRECTIONAL GRATE W CL INT'X I i I - W " STA 5 i 00.46, 5 RT STA 4+34.79, TRACT D L. J I _ 3+00.1a. 4.59 = STA. 14+54.95, WHITMAN. CT NE STA. 3+00.00, TRACT D I ( I END ROAD IMPROVEMENTS I (' I TRACT D SEE SHEET RD-02 UTILITY CROSSING TABLE O I.E. (S.D.) 383.38, 12"0 CR. (SS.) 380.96, 8"0 O LE (S.D.) 383.29, 12"0 C.R. (S.S.) 380.98, 8"0 O I.E. (S.D.) 379.55. 12"0 CR. (S.S.) 379.33, 15"0 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) M r` cD ^ c0 r N to a0 cD r T tp r` r r- co n r\ t[i In In 000OD InO �00 ILi 0M000 to O�O00 h rl M�00 h 00 I I } PROPOSED GRADE ®� CL INT'X _ STA 14+54.95, WHITMAN CT NE STA. 3+00.00. TRACT D = STA. 4+34.79, TRACT D END ROAD IMPROVEMENTS ELEV: 387,64 ELEV: 386.27 EXISTING GRADE 0 1.50aL - -- "i,99-LF, 12"0 SD 0 S 1.56� 28- F, 12"0 SD 100. EX. 15"0 SS 8 18, TYPE 1 W/ BI-DIRECTIONAL GRATE TG=386+7 385.79 It- Ml J 6"i N 361.56CO IE--M+-24 12"� (E) 381.1$ 7 SEE SHEET RD-01 1 +00 2+00 2+80 3+00 TRACT B Call 2 Wa Icip D"m %ft a You C% UlUndmymmid1� iss ocaftn OwAiw GDOT.WORWIU �'• •...' 0 FIRST SUBMITTAL. CONSUL'VING ENGINEF_gS LLG : �� �W// •. � '"'° sO/1f' 1 SECOND SUBMITTAL Fedw* M fty. WA 9WW 2 THIRD SUBMITTAL www.esmcivil.comBonn w s: 3 FINAL SUBMITTAL Pi,E1Nc wn M9 I Roj.ec Uenoq.ment I ndso �t►e►rtsiwe :. C 10111 �•: 4 MYL.AR SUBMITTAL ESM JOB #1799-001-013 "o�►L i3�l� NO. REVISION ESM ESM 26 14ESM f7/11/14 0/29/1ESM 1/20/1 old�wr 01� ESM 12/01/1 BY I DATE I APPR _ p.D I/n. I rrL c-%o TG=3W.?O 397.47 IE--+79:64 12"0 (W) 379.61 IE=3813"4# 6-0 (N) 379.91 IE=33v9:64 12"0 (E) 379.57 U011 395 •Ti V• 375 370 4+00 4+80 TRACT D orrc. 1•� "°' 9°�' • Cl TY OF RENTON olt x«a+ s I Xr FtLL. SME I DATUM Planning/Building/Public Works Dept. SCALE ACCOWN LY KEY MAP SCALE: '"=20' HORIz. 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 & G013. FINAL LOCATIONS TO BE DETERMINED DURING CONSTRUCTION 13Y 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, EXFILIRATION 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. AS -BUILT CERTIFICATION: THE ASBUILT INFORMATION SHOWN E. HEREON IS BASED UPON A FIELD •Asyi SO SURVEY BY ME OR UNDER MY DIRECT 2 ;� • 0 2 SUPERVISIO IN OCT BER, 2015 z A 7 ,p 22 �p IstE MAN E. LARSON, L.S. NO. 22338/p'r41 L ANO SJ DATE: 12-15-2017 R=377549 CHECKED FOR COMPLIANCE TO CITY STANDARDS WHITMAN COURT 01/13/2011 rlezneoolt: PAM ROAD AND STORM PLAN AND PROFILE 1� PERMIT #U14003820 RD-06 3 gym C " Xrn 1m U K l Nz m z m O D D 0 mo �O D G7 C m 30 cn D O C m O �O D mn A6: P-377549