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Home My WebLink AboutR-377516M Z U W 0 o' a IZ 0 0 CQ L i Z .. 1 0 0 O ZF � Q) W Ir I Y "< r V/ U �_� = F- a I CO W EXISTING 15 "0 SEWER CO CY -7 Z I 0 395 390 k??67 375 370 EXISTING CURB RAMP Oj CURB FLTABLE BCR 1/4 p 1/2 p 3/4 p ECR EX- CB, TYPE 1 STA 0,70.46, 14.45 LT STATION OFFSET ELEV. fl +89.36- 18.95' RT. 391.77 - - -- - - -- 391.67 - - - -- 391.55 - - -_ ____ 391.44 5+39.76 1200' LT 391.09 A- 91'08'51- R= 20.00' L= 31.82' 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 PAVEMENT RESTORATION FOR WHITMAN COURT TO BE PROVIDED AS DIRECTED BY THE CITY OF RENTON INSPECTOR AND PER CITY OF RENTON STANDARDS. FI III CTPFF r GPiMr1 AM) r1VFPl AV Trl RG PPOV81711 JIVC.INLI� IV DC RCMVVLU FROM STA. 10 +70.42 O CURB F TABLE BCR 1/4 p 1/2 p 3/4 p ECR STATION OFFSET ELEV. 12 +5200- 19.13' RT. 39293 - - -- - - -- 39262 - - -- - - -- 392.31 _ -__ ____ 39200 5 +40.92 12.00' RT. 391.15 p= 8455'33- R= 20.00' L= 29.64' REPLACE GRATE W /SOLID LOCKING LID AND ROTATE LID TO BE OUT OF CURB CONNECT TO EX. 12 "0 S.D. CONTRACTOR TO VERIFY SIZE, DEPTH AND LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES WHITMAN CT NE (PRIVATE ROAD) O CURB FTABLE BCR 1/4 p 1/2 p 3/4 p ECR EX. CB. _YPE STA 1" +70.67, TG= 389.68 IE= 386.68, i 2'v STATION OFFSET ELEV. 13 +44.95 1275' RT. 390.32 ____ - - -- 390.00 - - -_ ____ 389.69 _ -__ ____ 389.37 52 +31.27 10.00' LT. 389.06 A- 9355'22- R= 20.00' L= 32.79' STA 14 +80.00, 0.00' SEE SHEET RD -06 8.48 RT 4OCURB FtTABLE BCR 1/4 p 1/2 p 3/4 p ECR STATION OFFSET ELEV. 14+06.32 13.00' RT. 388.78 ____ _ 388.85 ___ ____ ___ 388.92 W -s- W= -_ 388.99 52 +30.97 10.00' RT. 389.05 A= 90'00'00" R= 20.00' L= 31.42' SCALE: 1' =20' HORIZ. Y =5' VERT. 20 10 0 11516 - o 0 ? _- 0 a ,5+ Lo 4 Q _ Cl) W -s- W= -_ _l \UU) W W Q ESM JOB #1799- 001 -013 M m Call 2 lill Days Before You Dip Umtea kkdwgr W Location Cellar 11 +00 12 +00 ._■..■ 336008th Avenue South ®I ®I I sin" 205 ? M a �� 10i www.emcivil.com- +p^Cm, OM > N EngIne*6 9 lane BurvryMq Inns -nnYq W. I Pml Management Inna.aaw MdglecNn W � �C51 ESM JOB #1799- 001 -013 M m m M rol Mi on: rn rn M rnj M N N - ml' col M M' M M M M M M M M M, M' M� � III INT'X rL INT'X 1 j WHITMAN CT NE A. 13 +76.32, NE- STA. 97, ROAD B 14OAD 0.VE WHITMAN ACT E 389563. ROAD IMPROVEMENTS I EXISTING GRADE ®� Ili _ -_- -- ----- - - - - -� INT'X ELEV:I, 387.12 A. 14 +54.95, WHITMAN CT NE ELEVA387.¢479, TRACT D -I - -- li I - - -� _ - - --- -.- .__ � . .- 185 lF, 12 °mss r7.6' LL - - - - - -� - - -- @1 S 0.61/ - - --__- - - - - - - - 1 7 -- - - - - -- 116 LP, 12 "m CD -- - - S 151 LF, SD -0% S=0- 7�1- - - L-1 ' I EXISTI _.... G 15 "0 SEWER _ P -48" CB, TYPE 1 ° _.. _ CB 7 TYPE'.2 -48 "0 X. �, 1 (PE 2 4 8 J - -- W/ SOLID LOCKING LID Ex -_ TYPE 2 1 - - - -I TG 392.94 _ �I, TG -3 3 9.23 i )..0 TG -392 IE- 82.31 1 "0 E (N) TG- 389.6 .53 IE 38_.52 1 2'0 IE- 382.5 12 °0 S O IE- 81.31 12 "0 O IE= h -o7c 7� 1 ^ "0 �) IE= 379.50 1 `., l E=379 2 "0 (W) IE -38 .33 17w (�.�) E=382.52 ° 12+6 (W) ( ) REPLACE GRATE W SOLID LOCKING / LID IE -379_ 1 120 ( -) E-379 00 18'`0 EX (N,S) _- E- 08.61 12'0 ( ) AN ROTATE LID TO BE OUT OF CURB I� -�8 6 23 12 "0 ((v) CONNECT TO EX. 12 "0 - - -- --- _____i -- _ -- -- - - 1c-709,8s -73� 'sue _. _.._ -S,D. GONTRAGTOR --iO �� CONTRACTOR DO TO TH VERIFY SIZE VERIFY SIZE, DEPTH AND F AND LO LOCATION p PRIOR 0 LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER CONSTRUCTIONI AND NOTIFY OF ANY DISCREPANCIES 1 ENGINEER OF ANY DISCREPANCIE Call 2 lill Days Before You Dip Umtea kkdwgr W Location Cellar 11 +00 12 +00 ._■..■ 336008th Avenue South ®I ®I I sin" 205 Federal Way. WA 9WW www.emcivil.com- +p^Cm, EngIne*6 9 lane BurvryMq Inns -nnYq W. I Pml Management Inna.aaw MdglecNn MrN ESM JOB #1799- 001 -013 REVISION 13 +00 BY I DATE I APPR 14 +00 405 i6 395 1i1W *3 20 40 IXI MAr 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. 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. 390 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. 385 375 370 15 +00 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 HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) UTILITY CROSSING TABLE O I.E. (W.M.) 388.57, 8 "0 CR. (S.D.) 383.47, 12 "0 CHECKED FOR COMPLIANCE TO CITY STANDARDS Izlulty SU0.VEYEU StlIE M1E "N "w ' °°° WHITMAN COURT 12/01/201. A CITY 0 F ,q0. „qq1 to ati n RENTON ROAD AND STORM PLAN AND PROFILE °N� E� DATUM °°� .T �E Planning /Building /Public Works Dept. PERMIT #U14003820 RD -01 If IpI MEIuaa yrexom: uq5 kmmllwxr