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HomeMy WebLinkAboutTED4003775.47SEE SHEET RD-01 MATCH LINE STA. 15+00.00 nth. Tr---C \ CONNECT TO EX. C.B. - CONTRACTOR TO VERIFY SIZE, DEPTH AND LOCATION LF, 12"4 PRIOR TO CONSTRUCTION, NOTIFY ENGINEER OF ANY 41.5 DISCREPANCIES. A. DT Tr TRACT E` Ex. :9 :'PE 1 TT - `E-352.5,93. 12 C81, , SEE SHEET RD-02 CL INT'X STA 15+ 1,29, ROAD D = STA. 30+00,00. ROAD C 410 t.. 395 kPit] "..i-A t. 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 i TRACT K .-1.- 31+00 \ 'r 6' ROOF DRAIN1 "' ��� A S=1.076 MIN. (TYP.) 39 ~�� ------ ------ - - / �: PAD=393.70 ---- -- -4---------------- _ S.D.C.O. O 38 21 22 23 24 25 PAD=393.70 - t PAD=386.20 PAD=W5.20 PAD=387.60 PAD=389.40 PAD=390.90 26 PAD=392.40 Z 37 -Vil PAD=393.70 p Z CO f2, TYPE 1 QA W/ BIDIRECT04AL GRATE TRACT J STA SEE SHEET RD-03 I' 30+37.44. 0.42' W. Y �' W 36 o ! PAD=393.10 27 STATION EQUATION PAD=390.70 C8 %S + '• STA. 17+69.04, ROAD D } SEE SHEET RD-03 I STA. 33+47.32, ROAD C _ PAD=393.10 35 N 34 0 f PAD=393.10 ROAD C Q W W 33+47 Ca Uj TRI co --�- -- 10in aDt7 a,^ �� colt OtO oM ,_� �o ^� �o LO00 r Mo d �n tat�o NN M CS MM �M aMOM OVUM OMOM �� M� ihM t0 00 ri MM to ai MM MM d MM Ch N MM p)0 �M MM 1 SSD:128' STATION EQUATION { ; PVI STA: 32+46.21 STA. 17+69.04. ROAD D PVI ELEV: 397.78 = STA. 33+47.32, ROAD C HP- STA: 32+40.32 _ :CL ' HP ELEV: 395.18 INT'X Le- , 1)13 Cd 2 Workilp Days EWft a You Db 811 �S l�It�f�+01/1t�r caftn CM11K pDMrMORWA) LN 5SD OS----- r--�-�"". -- i ca 1 ICB 2 TYPE 1 SEE SHEET RD-02 W/ BIDIRECTIONAL GRATE TG=386.31 j IE=382.98► 6e0 383.07 SE 1 IE=382.48. 12*0 382.62 W j f } 30+00 C:O1[S-LILTING ENGINEERS LLC 3mwSuite � Avstttle South Fadelat Way. WA 980M fmw. r!w ni••4+u www.esmcivil.com" ChA Engtrmewing Usnd Sumv*y land Planning Public Monty I Pnoieet managemnd ( t.andscgw ArchAectwe ESM JOB # 1799-001-013 31 +00 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL 3 FINAL SUBMITTAL 4 MYW SUBMITTAL Rol REVISION 32+00 ESM 7/11/14 ESM 14 1DESM ESM N ESM 12/01/1 I t�uacfnt BY ATE APPR 33+00 410 t.. tt 395 375 33+60 Ful KEY MAP SCALE: 1 =5' R Z. . 1 VERT. OEM 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 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. 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) Ir- AS-BUILT CERTIFICATION: THE ASBUILT INFORMATION SHOWN HEREON IS BASED UPON A FIELD SURVEY BY ME OR UNDER MY DIRECT SUPERVI IN OCT 2015 MAN E. LARSON, L. O. 22338 DATE: & /¢' n_.._.-.T R=377547 scmf, 1•�,0' ! '�"t CITY OF RENTON AT � SME DATUM Planning/Building/Public Works Dept. IF Nm of MOM scat: ax:0ttonsir io L l A% 12-15-2017 CHECKED FOR COMPLIANCE TO CITY STANDARDS WHITMAN COURT 01/13/2011 MUMMIC. ROAD AND STORM PLAN AND PROFILE !� PERMIT #U14003820 RD-04 10 "m D o 7""1 C < { �= C MO Am 5 p Nz m z m 3D Cn OO D D M O M o11 CD Qo c o� 'D z� K Nz z m O D n T n CDO mo �o D