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Home My WebLink AboutR-377520a z 0 U w O0 Ua CQ L w W rtr +or.;n CL INT'X STA 12+ STA rn SH --- ------------------ _ _ - -- - - - 5' SIDEWALK N X \ STA 50 +41.21, = STA. 5 +00.01 Mp II 395 375 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 Ex. CB, TYPE 1 CL INT'X EX. CB, TYPE 1 STA 13 +76.32, WHITMAN CT NE STA 12 +54.55, 2x45' RT STA 12 +5630' 12.33' 2T = STA 52 +63.97, ROAD B DRIVEWAY APPROACH TABLE TG= 392.94 TG= 392,42 E= =382 -31, ,2 "0 E= 387.09, 12 "0 EX CB TYPE 1 TOAD A �T CT NE \ AL AO ESS) RD 01 _ I 12 +00 - -1 --r- �P - 0 I I I 1EET RD - -01 I LJ - I_. STA 13 +77.38, 11.95' LT TG= 389.62 EX. CB, TYPE 2 -48 "0 E= 385.05, 12"4 STA 12 +55.64, 0184' RT �., 392.41 EX, CB, TYPE 2 -48 "0 I - IE= 381.49, 12 '0 � STA 13 +71.25, 078' RT EX. CB, TYPE 1 �E-38 -09 12 0 -TG= 389.63 -Q -STA 13 +70.67, 18.48' RTC IE 381.12 1 +0 - - - - IE 379.73 12 "0 - I - I I _TG= 389� .66 E -330 87 2 "0 IE 379.81 12' 0 - , 12 °4 IE386.23 12'0 E3791851 18'0 N 1a +oo c - - - - - - �_ -ELI /�= D -= w - - --- - 5 - _ ice..\ s� 1 - - -�� • -�i _- S LU �M ).C.O. --- ------------------ _ _ - -- - - - 5' SIDEWALK N X \ STA 50 +41.21, = STA. 5 +00.01 Mp II 395 375 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 Ex. CB, TYPE 1 CL INT'X EX. CB, TYPE 1 STA 13 +76.32, WHITMAN CT NE STA 12 +54.55, 2x45' RT STA 12 +5630' 12.33' 2T = STA 52 +63.97, ROAD B DRIVEWAY APPROACH TABLE TG= 392.94 TG= 392,42 E= =382 -31, ,2 "0 E= 387.09, 12 "0 EX CB TYPE 1 TOAD A �T CT NE \ AL AO ESS) RD 01 _ I 12 +00 - -1 --r- �P - 0 I I I 1EET RD - -01 I LJ - I_. STA 13 +77.38, 11.95' LT TG= 389.62 EX. CB, TYPE 2 -48 "0 E= 385.05, 12"4 STA 12 +55.64, 0184' RT �., 392.41 EX, CB, TYPE 2 -48 "0 I - IE= 381.49, 12 '0 � STA 13 +71.25, 078' RT EX. CB, TYPE 1 �E-38 -09 12 0 -TG= 389.63 -Q -STA 13 +70.67, 18.48' RTC IE 381.12 1 +0 - - - - IE 379.73 12 "0 - I - I I _TG= 389� .66 E -330 87 2 "0 IE 379.81 12' 0 - , 12 °4 IE386.23 12'0 E3791851 18'0 N 1a +oo c - - - - - - �_ -ELI /�= D -= w - - --- - 5 - _ ice..\ s� 1 - - -�� • -�i 5 SIDEWALK- LU �M ).C.O. LIM � I_ I� Mlr 1 - �- \ MOB 380.96, I • M. MIM MiM M M'M M M - _ -- - M -- -_ --�- --'- I--1 --- - 385.03, 12 °0 ! (S.D.) 384.04, 5 -4 -- MATERIALS NE ! PVI _ CL I I'M .1 , 50 +41.21, ROAD B PAD= 386.40 1 ELEV: 387.6 STA: 51 +36'.64 1 CB j11, TYPE 2 -48 "16 STA 50 +41.21, 0.00' IE 63 LF, 12 "0 SD; ROAD A / ROAD B i LF, 12 "0 SO + PAD-386.40 7 PAD = 386.40 34- 8 I PAD =38 --14-1--13 1 1211 .j PAD= 387.30 5 SIDEWALK- LU �M ).C.O. ESM JOB #1799- 001 -013 6 "0 ROOF DRAIN P.) Mlr Wn M',.W M':OD - �- \ MOB 380.96, f� M. MIM MiM M M'M M M - _ -- - M -- -_ --�- --'- I--1 --- - 385.03, 12 °0 ! (S.D.) 384.04, 5 -4 -- MATERIALS NE ! PVI _ CL I 387..50 TR M 50 +41.21, ROAD B PAD= 386.40 1 Lb ELEV: 387.6 STA: 51 +36'.64 1 - ROAD A • /13, TYPE 7A 51 +38.64. 0.00' t ELEV: 388.35 6 i LF, 12 "0 SO + PAD-386.40 7 PAD = 386.40 34- 8 I PAD =38 --14-1--13 1 1211 I�`` PAD= 387.30 PAD= 387.30 PAD= PAD= 387.30 387.30 �M ).C.O. ESM JOB #1799- 001 -013 6 "0 ROOF DRAIN P.) Mlr Wn M',.W M':OD Mm ® 5 =1.0% MIN. (TYP.) 9 PAD = 385.40 10 m: mm - -vl�- nm Mlle Oy^ y0 �,N mM Q.M O.M) �M 4 ESM JOB #1799- 001 -013 m ��m �joa M�ieD �..r M'',h M'.r Mlr Wn M',.W M':OD Mm mm MOB 380.96, 8 M. MIM MiM M M'M M M M �M M iM M M M ®I.E. M:M (W.M.) 385.03, 12 °0 CR. (S.D.) 384.04, 8 "0 ALLOWABLE PIPE MATERIALS NE ! PVI STA: 51 +51.30 1 PVI CL I X STA 50 +41.21, ROAD B STA 12 +22.14, WHITMAN CT =STA. 4 +29.73, TRACT D Lb ELEV: 387.6 STA: 51 +36'.64 1 1 STA ROAD A 13 +76.32, WHITMAN CT NE t ELEV: 388.35 LP ELEV. 387.51 f - STA 52 +63.97, ROAD B - - - - - - - - -�. K: 25.08 1 _ -- LVC: 7 5.00 ELEV? 389.51 391.85 - PROPOSED GRADE ®� - - - -- - --.. -- - -- -._ - -- I O � O O M ! � O - HP -ELEV 392.15' _. -- - -- EXISTING GRADE 0 3g 'K: 5.27 NE STA 12 +22.14 WHITMAN CT + LVC: m = STA 5 +79.36, ROAD A ELEV: 392.53 - - - 0.99% N NON m U W % _ I T_ PIOPOSED GRADE 0 CL 58 LF 12"0 SO 0 S =0.63% EXISTING GRADE D q II 63 LF, 12 °0 SD 0 - - - �_- 015 =0.60% Lill - 11 SEE T r "0 ;SEE - LEFT I I 35 LFj 12 SD CB 1 t iYP1 -48 "0 Iii 0 S =0.54% B 13 TYPE 1 =387.51 _ IE =382 88 12 "0 E I 383.95 6 "0 (W) EG 382 88 12 "0 N I CB 12 TYPE 1 I = 383.45 12" (N) _ ______..._- _ _ _ " IE= 382.88 1 0 (S) _ W/ BI- DIRECTIONAL GRATE TG= 387.73 IE= 383.26 2 "0 IE= 383.26 Ip 2 "0 IE= 383.26 2 °0 i 50 +00 0912 Workhp Days Beloro You U4 811 (D,AITMORWA) l.71L��I�7 EN Q INE E RS LLC - -vl�- 0 ®CONSULTINfi 33000 M Avi mN sw,m I ® I ® I I Sla 2M FeOmeI Way. WA %003m(bn -ro�N www."Mcivll.com o� („� ,'^„ � P bl1 W.,w I P'pjeclS'1k ^aY"Yxne^l I lu�iMecpaW" • E,� : y! first ,, CiSTEP�•' fU1111L //A 1 't 3 4 ESM JOB #1799- 001 -013 NO. 52 +00 REVISION LOT STATION - OFFSET - ELEVATION TRACT 8 STA. =51 +00.39, 10.00' RT. 387.96 LOTS 13 -14 STA =51 +41.15, 10.00' RT. 387.99 LOTS 11 -12 STA =51 +71.71, 10.00' RT. 388.42 * SEE DRIVEWAY DETAIL F004 -1 ON SHEET DT -01 UTILITY CROSSING TABLE 0 I.E. (W.M.) 385.24, 8 "0 388.95 CR. (S.D.) 383.83, 12 °0 0 I.E. (S.D.) 383.38, 12 "0 "0 5+34.24 CR. (S.S.) 380.96, 8 O LE (S.D.) 383.29, 12 "0 n C.R. (S.S.) 380.98, 8 °0 ®I.E. M:M (W.M.) 385.03, 12 °0 CR. (S.D.) 384.04, 8 "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 HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) CURB FiTABLE 0 SCR 1/4 p 1/2 p 3/4 p ECR 390 395 385 390 6Tjb� T,P, 53 +00 BY I DATE I APPR I STATION OFFSET ELEV. 50 +09.21 14.24' LT. 388.95 ____ ____ 389.85 ____ __ -_ 389.84 ____ ____ 390.28 5+34.24 12.00' LT 390.73 p= 90'01'32' R= 20.00' L= 31.42' O8 CURB F TABLE BCR 1/4 p 1/2,6 3/4 p ECR STATION OFFSET ELEV. 50+73.21 10.00' LT 38823 all ____ 388.78 _ 389.32 - - -- - - -- 1 389.87 5 +30.00 12.00' RT. 1 390.42 A= 90'00'00" R= 20.00' L= 31.42' n SCALE: 1 " =20 HOR1Z. 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 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. NM V)'� N,ia, all 106 OOjc; T',f �iN n MIM MIM M:M CL INT'X STA 50 +41.21, ROAD B = STA. 5 +00.00, ROAD A ELEV: 388.35 PVI STA: 5 +45.56 PVI LEV 391.85 STA_ 5 +60.56 - HP -ELEV 392.15' _. -- - -- 'K: 5.27 NE STA 12 +22.14 WHITMAN CT LVC: 30.00 = STA 5 +79.36, ROAD A ELEV: 392.53 N NON m U W % -' PIOPOSED GRADE 0 CL 58 LF 12"0 SO 0 S =0.63% EXISTING GRADE D q 0 0 10 11 SEE SHEET RD -01 ;SEE PROFILE TO LEFT I I 5 +00 ROAD A 6 +00 LIB I, 395 390 6 +40 R- 311520 CHECKED FOR COMPLIANCE TO CITY STANDARDS It(N y WHITMAN COURT CITY 0 F RENTON ROAD AND STORM PLAN AND PROFILE °HE "0H DATUM Planning /Building /Public Works Dept. PERMIT #U14003820 i Ipi dE 111CX scut .caRONO.Y