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HomeMy WebLinkAboutR-377521w L � r z U w O0 a U Q 3 C m 11 395 375 370 CB 11 SEE # SHE, 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 SEE SHEET RD -01 ROAD A 7- J 'T" R a PAD = 387.50 2 \ \ /PAD= 387.50 PAD 87.50 B x'95 STA 1 +00.00, TRACT B TRACT F MEND ROAD IMPROVEMENTS �/ N , �,��' �� Fx 2 - _��� -- -- --- . m _ - --__ - r -_ -� 410 �.I _ x- _ o ' ' y��i 6 LF 12 "o SO ' : g• S / 100 LF, 12 "o SD y CB #17, TYPE 1 _. \ G 40 /LF, 12"0 SD l 13Lk ,ll 6 "e ROOF DRAIN _ = STA 1 +00.7 5.22' RT - _, _ I .. �^ SEE HEET RD OS \., TYPE 1 - - ®5 =1 OF MIN. (TYP.) N _ W _ y- -- 1 28 LF 12 "0 SD. r'; \�, STA BI-DIRECTIONAL +00.46,5.72' RT STA 4+34.79, 14+54.95, F CWHN - r U) / �•, CB 14, TYPE 1 MAP' CT P # ' STA 3 +00.00, TRACT D STA 1 +92.23, 5.22' RT \ �� END ROAD IMPROVEMENTS / /' / _ y CB #18, TYPE 1 STA 1 +41.13, 5.22' RT D= 13 TRACT D 20 387.30 3PfiA1D30 PAD= 41 LF, 12 "0 SD 366'40 19 18 17 16 15 STA TYPE t ,PAD= PAD= PAD= PAD_ PAD - -- A 1 +79.11, 5 22 RT 386.40 _ � .....386.40 387.40 388.40 388.40 � TRACT B CONSULTING ENGINEERS LLC 10 s s 7 6 s �w N^ n^ 00 nj ® Sum o um nvonva sown [�( I ® I ® I I PAD= 385.40 PAD= i PAD= 365.40 386.10 PAD= 386.40386.40 PAD= PAD= 386.40 1 MiM = j3) S.D.C.O. 611 10/19/1 i - -CL INT'X GRADE 0 � www.esmcivil.com "' °�^.Y = w-°°°° CB #7A, TYPE 2 -48 °0 STA 4 +00.95 4.22' RT STA 1 +00.00, TRACT B TRACT F MEND ROAD IMPROVEMENTS �/ N , �,��' �� Fx 2 - _��� -- -- --- . m _ - --__ - r -_ -� 410 �.I _ x- _ o ' ' y��i 6 LF 12 "o SO ' : g• S / 100 LF, 12 "o SD y CB #17, TYPE 1 _. \ G 40 /LF, 12"0 SD l 13Lk ,ll 6 "e ROOF DRAIN _ = STA 1 +00.7 5.22' RT - _, _ I .. �^ SEE HEET RD OS \., TYPE 1 - - ®5 =1 OF MIN. (TYP.) N _ W _ y- -- 1 28 LF 12 "0 SD. r'; \�, STA BI-DIRECTIONAL +00.46,5.72' RT STA 4+34.79, 14+54.95, F CWHN - r U) / �•, CB 14, TYPE 1 MAP' CT P # ' STA 3 +00.00, TRACT D STA 1 +92.23, 5.22' RT \ �� END ROAD IMPROVEMENTS / /' / _ y CB #18, TYPE 1 STA 1 +41.13, 5.22' RT D= 13 TRACT D 20 387.30 3PfiA1D30 PAD= 41 LF, 12 "0 SD 366'40 19 18 17 16 15 STA TYPE t ,PAD= PAD= PAD= PAD_ PAD - -- A 1 +79.11, 5 22 RT 386.40 _ � .....386.40 387.40 388.40 388.40 � TRACT B 1 +00 CN 2 Working Days Before You Db M, Urd ow a1ocWon Cable. OD,Etr17MO tWA> r1 II 395 395 390 390 385 385 380 380 375 375 370 370 SEE SHEET RD -01 ;I CONSULTING ENGINEERS LLC I I I f l ESM 11 1 �w N^ n^ 00 nj ® Sum o um nvonva sown [�( I ® I ® I I OMD;� W'In M,W„ MIM MI„C0� M'M MiM Mi M 611 10/19/1 i - -CL INT'X GRADE 0 � www.esmcivil.com "' °�^.Y = w-°°°° r gl ij II � ESM �i II END R38VEMENTS STA 14 +54.95, WHITMAN CT NE P f' MYIM 919fRAL. STA. 3 +DO.0 TRACT D ��I ELEV: 7.53PRO�-- C/ -V /..... E �IA END ROAD IMPROVEMENTS - ----- __ -. -- -- - - - -- - -- -- ELEV. 386.27 NO. - BY CL INT'X Exill TING GRADE ®OtI,I EXISTI G GRADE ® � A 51 +00. ROAD B - - _ - IX 8 "0 W.M SO 0 S= 1.637, 28 LF, 12 "0 SD STA. 8. TRACT B_ - 1 PROPOSED -- GRADE - -_ -_ -- -- ® rE _ - - _- 12.0 ELEV: 387.76 �1 '. B B. TYPE 1 W/ BI- DIRECTIONAL GRATE TG= 386.17 1.00% 9.9'_ _ E=381 77 6 41 LF, 12 °a S� 40 LF, SO I li SEE SHEET RD -01 ® 5 -0.50% _.. - --_ 0.50% - - - � - -} -- i1 - _ _ _ IE= 379.64 12 "0 (W) IE= 380.14 6 "� (N) I L-1 ' -- B #12 I iCB #17. TYPE 1 SEE SHEET RD'i05 EG 38392 1 '0 S CB 16 TYPE 1,, 28 LF, 12 "9 SD ll ®5- IE= 384.42 (SW) TG =388 OS 10.65% - -_ - -- �-IE- 1" 383 -9 -2-12 NNE) _. .0 (SE)_ - - -- - --I _- -EB384 TYPE 1 _ IE= 383.72 1�- m (N) TG= 388.56 "0 - 3.44 12 (E) I IE= 383.94 6 "0 (S) I IE= 383.44 12 °0 (NW) �8 15 TYPE 1 _I _ _ -TG= 388.43 -- 1 = 383.52 12 "� (SE) 1- = 383.52 12 "t (NW) 1 +00 CN 2 Working Days Before You Db M, Urd ow a1ocWon Cable. OD,Etr17MO tWA> r1 II 395 395 390 390 385 385 380 380 375 375 370 370 SEE SHEET RD -01 ;I CONSULTING ENGINEERS LLC I I I f l ESM 11 1 �w N^ n^ 00 nj ® Sum o um nvonva sown [�( I ® I ® I I OMD;� W'In nl I CB #7 -- I 2 SEE SHEET I 611 10/19/1 i - -CL INT'X GRADE 0 � www.esmcivil.com "' °�^.Y = w-°°°° r gl ij II � ESM �i II .Ml Envm «n,p Inne SL yi,q LAM RonnLq Pacrc wenu I Proj Yanogwmmt I La NcnNxWn STA 14 +54.95, WHITMAN CT NE P f' MYIM 919fRAL. STA. 3 +DO.0 TRACT D ��I .I,e C/ -V /..... E �IA END ROAD IMPROVEMENTS , I SEE SHEET RD -02 0 0 G_ LU W 2 DJ LU (n 2 +00 2 +80 3 +00 TRACT B CONSULTING ENGINEERS LLC •i{S DNS// / ••ti! ''• • �+ j I I I FRSF .AEMIITAL ESM 11 1 �w N^ n^ 00 nj ® Sum o um nvonva sown [�( I ® I ® I I OMD;� W'In OMO aMOM MM WM ro 1 nm nw n'm 2 THIRD SUBMlIIAL 611 10/19/1 i - -CL INT'X GRADE 0 � www.esmcivil.com "' °�^.Y = w-°°°° 3 P PR ESM 11/20/1 .Ml Envm «n,p Inne SL yi,q LAM RonnLq Pacrc wenu I Proj Yanogwmmt I La NcnNxWn STA 14 +54.95, WHITMAN CT NE P 4 MYIM 919fRAL. STA. 3 +DO.0 TRACT D = STA. 4 +34.79, TRACT D .I,e C/ -V /..... E �IA END ROAD IMPROVEMENTS , _ ELEV: 387.64 12/01/1 ELEV. 386.27 NO. - BY DATE Exill TING GRADE ®OtI,I 1.50% - - _ - IX 8 "0 W.M SO 0 S= 1.637, 28 LF, 12 "0 SD - 1 S =0.51% EX. 15 "0 SS '. B B. TYPE 1 W/ BI- DIRECTIONAL GRATE TG= 386.17 9.9'_ _ E=381 77 6 N IE= 381.27 12�(E) SEE SHEET RD -01 i CB 7 TYP -48 °0 TG= 387.70 IE= 379.64 12 "0 (W) IE= 380.14 6 "� (N) I i IE= 379.64 12 "0 (E) 2 +00 2 +80 3 +00 TRACT B 4 +00 TRACT D 405 11 395 390 385 380 375 370 4 +80 \-�\ KEY MAP SCALE: 1 =20' HORIZ. 1 " =5' VERY. 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 11T1LI11' COMPANIES AND COORDINATED WfTH 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 & 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 OCTV 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 CLAYS 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, DLFILTRATION 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 HOPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) UTILITY CROSSING TABLE Oj I.E. (S.D,) 383.38, 12 "0 CR. (S.S.) 380.96, 8 "0 O C.R. (8.8.)3380.98,18 "4 R=377521 O I.E. (S.D.) 379.55, 12'0 CR. (S.S.) 379.33, 15 "0 CHECKED FOR COMPLIANCE TO CITY STANDARDS a /._�. CITY 0 F ""�°""° "°° WHITMAN COURT 12/01/201, aE� �=.Rw � ,�,,,.., �� 1°B � RENTON P cat 1,"E ncx DATUM ROAD AND STORM PLAN AND PROFILE Rte«« Planning /Building /Public Works Dept. PERMIT #U14003820 RD -06 if AYR M£ lAW SVIE IKgMN4YY SQL.: 21 rc:Q C9 rz TTT CONSULTING ENGINEERS LLC •i{S DNS// / ••ti! ''• • �+ O FRSF .AEMIITAL ESM 11 1 ® Sum o um nvonva sown [�( I ® I ® I I 1 SEMM S IJBWRAL ESY 1 Suite zos �I PMOrUI way, wn seaou 2 THIRD SUBMlIIAL 611 10/19/1 www.esmcivil.com "' °�^.Y = w-°°°° 3 RW SE9RTN. ESM 11/20/1 .Ml Envm «n,p Inne SL yi,q LAM RonnLq Pacrc wenu I Proj Yanogwmmt I La NcnNxWn 4 MYIM 919fRAL. .I,e C/ -V /..... E �IA ERA 12/01/1 ESM JOB #1799- 001 -013 NO. REVISION BY DATE APPR 4 +00 TRACT D 405 11 395 390 385 380 375 370 4 +80 \-�\ KEY MAP SCALE: 1 =20' HORIZ. 1 " =5' VERY. 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 11T1LI11' COMPANIES AND COORDINATED WfTH 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 & 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 OCTV 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 CLAYS 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, DLFILTRATION 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 HOPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) UTILITY CROSSING TABLE Oj I.E. (S.D,) 383.38, 12 "0 CR. (S.S.) 380.96, 8 "0 O C.R. (8.8.)3380.98,18 "4 R=377521 O I.E. (S.D.) 379.55, 12'0 CR. (S.S.) 379.33, 15 "0 CHECKED FOR COMPLIANCE TO CITY STANDARDS a /._�. CITY 0 F ""�°""° "°° WHITMAN COURT 12/01/201, aE� �=.Rw � ,�,,,.., �� 1°B � RENTON P cat 1,"E ncx DATUM ROAD AND STORM PLAN AND PROFILE Rte«« Planning /Building /Public Works Dept. PERMIT #U14003820 RD -06 if AYR M£ lAW SVIE IKgMN4YY SQL.: 21 rc:Q C9 rz TTT