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Home My WebLink AboutR-377518z 0 U 0 0 0 Ua Z CQ L 2 3 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 'D 22 23 \ ... :... f �`,•�_ _.��•��: � •� ��` Ilse' � � r�� i Sf3 E SHEET RD -02 i / / 4ca -- - -- j V_ SEEP HEET RD -02 I %- 77=- Cd 2 WorUV Da1ys More You 019 UtWea Undw OJW Location Canter 01D►1g100ItwN 405 11 395 375 x 25 �f (TYP,) ' 6.0 ROOF DRAIN 0 S =1.0% MIN. (TYP)--jE \ 32 PAD- 387.50 \ " ; 31 30 29 28 �... PAD = 387.50 PAD = 387.50 PAD - 388.50 PAD = 389,50 ROAD D. _ I - - SEE SHEET R. r- - -- - -_ - PROPOSED WALL TRACT L SEE SHEET RD -04 ROAD C i NVz \ \,xA 26\ 27 = 391.50 I f CB f5 TYPE 2 -48 "0 W / SOILD LOCKING LIN STA 2 +39.19, 0.00' CL TRACT J' j X56 LF, 12 "0 PAD= 394.80 35 PAD - 394.80 34 PAD = 394.80 33 N: 180455.86 E: 1312301.69 IE= 392.03, 12 "0 INLET PIPE FOR EX. DRAINAGE SWALE FROM VAULT 1 +00 NO. REVISION 2 +00 auw ": BY I DATE I APPR I w"y9""n, 3 +00 405 // 395 n -, } 1_ KEY MAP SCALE: 1 =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 & GI 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. 390 ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 385 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) 0 375 3 +40 UTILITY CROSSING TABLE O I.E. M 00 CD O suiwa 5 M ? N� N MM f0 ^- NIA O a N N welk wo,w b t.. I vmpct uo. «.,a «. I InM.Cppe MWlslu,. �m it WIC ri W� 00 OJ Oi UD m� O �I� M10. N mT Nj Olm IQ �'� IA CIA ,l'l Cal f0 tn Ch i0 ^.O �'T m MM MM MM MM MM M,7 M!n MM MM ROCK WALL BUILDING PERMIT TO BE OBTAI ED BY OWNE _ - -- _ _ -- -- DRAIN ROCK _- I - _._ --- a I PRO OSED GRADE ; ,. I III I,, OF PIPE 15.5' EXISTING (GROUND / "0 0 OL OF PIPE 8 W.M _ = '' -�- "1 E.= 392.03 j - - -- ----- - - - -.. _. - ._ - - - - - - - -- --- i � GONG. BASE/ COLLAR TO BE DETAILED / BUILDING PERMIT PLANS r__ - - -- -i - _ - 214 LF, 120 SD 0 5 =1.74% 8•02• PERF PIPE TEE _- pQ.vp'c6 TO BE DETARED W/ O BUILDING PERMIT PLANS .�' CB 5 TYPE 2 -48'0 56 LF, 12.0 S 0 S= 12.27% FT11*0 W /SOLLD�OC((Nj UND S.S. IE= 385.16 12 "0 E IE= 385.66 0 SW C13 #3 IE= 385.16 12 "0 W SEE SHEET I 1 +00 NO. REVISION 2 +00 auw ": BY I DATE I APPR I w"y9""n, 3 +00 405 // 395 n -, } 1_ KEY MAP SCALE: 1 =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 & GI 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. 390 ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 385 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) 0 375 3 +40 UTILITY CROSSING TABLE O I.E. f °eaaesam9 0 I® I I 12.0 suiwa 5 ter/ 379.41, Faaaral Way, WA 98003 O I.E. (W.M.) www.eamcivil.com 8 "0 CR. u Eno ^ «naa vlmxu,q two sumon" welk wo,w b t.. I vmpct uo. «.,a «. I InM.Cppe MWlslu,. ESM JOB #1799- 001 -013 1 +00 NO. REVISION 2 +00 auw ": BY I DATE I APPR I w"y9""n, 3 +00 405 // 395 n -, } 1_ KEY MAP SCALE: 1 =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 & GI 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. 390 ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 385 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) 0 375 3 +40 UTILITY CROSSING TABLE O I.E. (S.D.) 381.64, 12.0 CR. (S.S.) 379.41, 8 "0 O I.E. (W.M.) 393.86, 8 "0 CR. (S.D.) 385.90, 12.0 CHECKED FOR COMPLIANCE TO CITY STANDARDS 1z T, IN R= 311518 CITY 0 F WHITMAN COURT 12/01/201, DATUM RENTON ROAD AND STORM PLAN AND PROFILE l 0HE 1XPt � *� Planning /Building /Public Works Dept. PERMIT #1-114003820 RD -03 IE NO! q1E Ntll SCY£ AttVNH0.Y Cb: R - 377 / 9