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Home My WebLink AboutR-377519w L � r z U w 0 0 a U CQ L 2 3 SEE SHEET RD -01 MATCH LINE STA. 15 +•00.00 EX. CB, TYPE 2 -48 "4 STA 15 +13 -52, 1870' RT TG =386 38 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 IE= 378.39, 18 "s - IE= 378.19, 18 "2 ' CONNECT TO EX. C.B. CONTRACTOR TO VERIFY I SIZE, DEPTH AND LOCAT10Ng ��. \ 41 LF, 12 "m SD PRIOR TO CONSTRUCTION, _ \\ -e - -® NOTIFY ENGINEER OF ANY 0 1 DISCREPANCIES. 0 If .50 O s'o EX_ CB, TYPE 7 STA 15 +16.84, 31.67 TG= 386.74 1 E-384.07 12"0 TRACT o - Et EX CB TY°E I STA 15 1,55 _ 3, 6.36 R'. TO-386 24 IE 3b 158, 4 IE 38'12, 18 b CB #1, SEE SHEET RD -02 CL INT'X STA 15 +51.29, ROAD D = STA. 30 +00.00. ROAD C 410 UTA 5, 395 390 LA I<:_, 375 Q 11 I ...... 31+00 .- I 6 *0 ROOF DRAIN _ -� 0 S=11.0% MIN. (TYP.)" �:r- •I J .._ (TYP.) 21 22 23 I 24 25 PAD= 386.00 PAD = 387.00 PAD =.� I PAD = 390.00 \ PAD = 391.50 „ CB J2, TYPE 1 ^ _ W/ BIDIRECTIONAL GRATE STA 30 +36.78, 0.00' (j SEE SHEET RD-03 = STA. ROAD C 1 1 TRACT K' 01 39 \ PAD= 395.50 ._ � •s� \ 38 �. ,• PAD = 395.50 \ 26 - PAD = 393.00 PAD= 395.50 TRACT J I LI I o 1 1 1, PAD-36 394 90 0 6 _ Q 1i Q W W - W SEE SHEET RD -03 w f U TRACT K' 01 39 \ PAD= 395.50 ._ � •s� \ 38 �. ,• PAD = 395.50 \ 26 - PAD = 393.00 PAD= 395.50 TRACT J I LI I o 1 1 1, PAD-36 394 90 30 +00 6 °0 12*0 31 +00 32 +00 33 +00 410 405 04 F11 � 1 1 KEY MAP SCALE: 1' =20' HDRIZ. 1 "I VERr. 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 & 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 OVD 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. 8) 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 DEFlCIENCY. 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. 395 ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE ALSO 390 KNOWN AS HDPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) Ki2 1I 375 33 +60 R- 371519 CHECKED FOR COMPLIANCE TO CITY STANDARDS [2{10f Iw If ® .p�: Z0 �3 WHITMAN COURT 12/01/201 CONSULTING ENpINE ER$ LLC •��{♦: /L!• ER`M 107/11/141 • , ,Z�FRry/L /881 Sub, ^ °�Oe� ^ � 101 1w � h y• soDOra s1laMrtrAL ESY uswm 1 - � CITY OF Feces 205 UM Rp16(UI[. R.m,ai.co wn seooa , 2 THiE) sueMmAl ESY ,0r1 =/, "u RENTON www.esmcivil.com,'^„� -°„°, 3 FM SAL F91 11/20/11 �"' Waw ROAD AND STORM PLAN AND PROFILE Mil cnaln..nna Lana wl.eow wow R..m�w tit ac wcx DATUM aueno wonm I rmk« uolwp.n.nt Lam•cow wcneacwn 4 MVLM 99/ITAL EN 1 1 o•E�: `•.c,= Planning /Building /Public Works Dept. PERMIT #U14003820 RD -04 ESM JOB #1799-001-013 TONAL F Z � / N0. REVISION BY DATE APPR PR"� E � °N L' se : 19 a40 c : rz- 3.7-;, g-0 SEE SHEET RD -03 (1/77 f PAD = 394.80 35 1f o0 �� 34 PAD = 394.80 L- ACT 1- # - - - --� - i 30 +00 6 °0 12*0 31 +00 32 +00 33 +00 410 405 04 F11 � 1 1 KEY MAP SCALE: 1' =20' HDRIZ. 1 "I VERr. 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 & 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 OVD 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. 8) 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 DEFlCIENCY. 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. 395 ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE ALSO 390 KNOWN AS HDPE PIPE OR HOPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) Ki2 1I 375 33 +60 R- 371519 CHECKED FOR COMPLIANCE TO CITY STANDARDS [2{10f Iw If ® .p�: Z0 �3 WHITMAN COURT 12/01/201 CONSULTING ENpINE ER$ LLC •��{♦: /L!• ER`M 107/11/141 • , ,Z�FRry/L /881 Sub, ^ °�Oe� ^ � 101 1w � h y• soDOra s1laMrtrAL ESY uswm 1 - � CITY OF Feces 205 UM Rp16(UI[. R.m,ai.co wn seooa , 2 THiE) sueMmAl ESY ,0r1 =/, "u RENTON www.esmcivil.com,'^„� -°„°, 3 FM SAL F91 11/20/11 �"' Waw ROAD AND STORM PLAN AND PROFILE Mil cnaln..nna Lana wl.eow wow R..m�w tit ac wcx DATUM aueno wonm I rmk« uolwp.n.nt Lam•cow wcneacwn 4 MVLM 99/ITAL EN 1 1 o•E�: `•.c,= Planning /Building /Public Works Dept. PERMIT #U14003820 RD -04 ESM JOB #1799-001-013 TONAL F Z � / N0. REVISION BY DATE APPR PR"� E � °N L' se : 19 a40 c : rz- 3.7-;, g-0