No preview available
HomeMy WebLinkAboutTED4003775.16W z Z U O W 0 D O U z Q 2 w f z z J L� } 7� z�\ 10 0 U I-- z Q af z w Q ,,-^^' a vJ U 0 = z � Cr EXISTING 15"0 SEWER N W T W 0 10+00 -I I EXISTING CURB RAMP 395 390 385 380 375 370 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 STA. 14+80.00, 0.00' PAVEMENT RESTORATION FOR WHITMAN COURT TO BE BEGIN ROAD IMPROVEMENTS PROVIDED AS DIRECTED BY THE CITY OF RENTON 1"=20' HORIZ. INSPECTOR AND PER CITY OF RENTON STANDARDS. INT'X CB #7, TYPE 2-48"0 SCALE: 1"=5' VERT. FULL STREET GRIND AND OVERLAY TO BE PROVIDED STA. 13+76.32, WHITMAN CT N W/ SOLID LOCKING LID FROM STA. 12+20.00 TO STA. 14+80.00 = STA. 52+63.97, ROAD B W/SOLID LOCKING LID INT'X STA 14+59.05, 5.44' RT 20 to 0 20 40 CONNECT TO EX. 12" S.D. CONTRACTOR STA. 12+22.14, WHITMAN CT N = STA. 5+79.36, ROAD A TO VERIFY SIZE, DEPTH AND LOCATION - PRIOR TO CONSTRUCTION, AND NOTIFY I 1 CB10, TYPE 2-48"0 ENGINEER OF ANY DISCREPANCIES. STA 50+41.21, 57.96' LT SAWCUT ALONG (� INT X 1 I FLOWLINE, SEE CITY OF STA. 14+54.95, WHITMAN CT N RENTON STD. PLAN 103 = STA. 4+34.79, TRACT D 0 -- -- --------------------------- ------------------------- ---- O 11+or, r 1 KEY MAP r1 I O _ A5 LO N R 3775 16 _ 12+00 NOTES: 0 I ! WHITMAN CT NE I I I ! I Q 1 SEE SHEETHOR-01 - HOR-03 FOR HORIZONTAL I I 33 LF, 12"0 SD I I CU E DATA (PRIVATE ROAD) _ _ - - - - - J L - _ - - - - - - - - - - - - - - - _ - - F- H 2. RV EXISTING DRY UTILITIES SHALL BE REMOVED OR _ U) w - - - - - - - - - - -- - RELOCATED BY THE APPROPRIATE UTILITY COMPANIES r_--1- - --- -' - - 3 301I LLI = AND COORDINATED WITH THE CONTRACTOR. NOTIFY THE `�- __ _, z U) ENGINEER OF ANY DISCREPANCIES. Too�- �- 2 5 SIDEWALK 1 5 SIDEWALK - 3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION FROM 5' SIDEWALK --� J W THE ENGINEERING PLANS. THESE RECORDS SHALL BE _ _ I = 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 Q PER CITY OF RENTON STANDARDS G012 & G013. FINAL i TR 5 I LOCATIONS TO BE DETERMINED DURING CONSTRUCTION I I BY THE CITY. SIGNS WILL NEED TO BE INSTALLED PRIOR C T R _ TO AS -GUILTS AND COMPLETION OF CONSTRUCTION. STA. 10+64.57, 26.62' RT. �- EXISTING CURB, GUTTER & MATCH EXISTING SIDEWALK O CURB FLTABLE BCR 1/4 1/2 3/4 ,L ECR STATION OFFSET ELEV. 11+89.36- 18.95' RT. 391.77 ---- ---- 391.67 ---- ---- 391.55 ---- ---- 391.44 5+39.76 12.00' LT 391.09 Q=91W'51" R=20.00' L=31.82' SIDEWALK TO BE REMOVED FROM STA. 10+70.42 O CURB FLTABLE BCR 1/4 1/2 3/4 ,L ECR STATION OFFSET ELEV. 12+52.00 19.13' RT. 392.93 ---- ---- 392.62 ---- ---- 392.31 ---- ---- 392.00 5+40.92 12.00' RT. 391.15 A=84.55'33" R=20.00' L=29.64' rn Iq 0q 0) M M O O 00 co 00 Co rn M rn 1`0 to 1`0 1"') V Ca12 Workso Days Before You Dig 811 Uti m Underground Location Center 0,111117,PD,OR,WA) EXISTING GRADE 0 EXISTING 15"0 SEWER - 1 1 +00 ® CONSULTING334 08thA en eSouth NGINEERS LLC Suite 205 Federal Way, WA 98003 FEDERAL VAY (253) SM-6113 www.esmcivii.com EVEREfT (425) 297-99M ELLENSBURG (509) 962-2608 Civil Engineering Land Surveying Land Planning Public Works ( Project Management ( Landscape Architecture ESM JOB # 1799-001-013 SEE SHEET RD-05 IE=382.31, 12"0 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) M ROAD B SEE SHEET RD-05 O CURB FLTABLE BCR 1/4 A 1/2 A 3/4 ,L ECR STATION OFFSET ELEV. 13+44.95 12.75' RT. 390.32 - --- ---- --- 390.00 389.69 = ---- ---- 389.37 52+31.27 10.00' LT. 389.06 Q=93-55'22" R=20.00' L=32.79' L� Ln d- rn o N N N N O 0) (7) 0) 0) rn rn 0) rn CID M M rn CL INT'X STA. 12+22,14, WHITMAN STA. 5+79.36, ROAD A ELEV: 392.53 TG=392.10 IE=382.52 12"0 (S) IE=382.52 12"0 (W) 12+00 c( w./f•• 0 FIRST SUBLC17AL •��l� goy I ,SfE�CpO�M �SpU� BEM U& rrTAL 3 FINAL SU INIff AL S401114 i t�0 .: 4 MYLAR SUBw/TTAL *..... �� TONAL REVISION IE=381.31 12"0 (N) 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 13+00 ESM 07/11/14 SURVEYED: am 26 14 DESIGNED: Uw ESM 10/29/14 ESM 11/20/1 DRAWN: evw 13111 12/01 / 1 CHECKED: BY I DATE I APPR I APPROVED i SCALE: 1 •-209 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY TRACT D 5. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT SEE SHEET RD-06 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 OCURB R TABLE INSTALLATION PER THE FOLLOWING PROCEDURE: BCR 1/4 A 1/2 A 3/4 0 ECR STATION OFFSET ELEV. 14+06.32 13.00' RT. 388.78 ---- --- 388.85 ---- ---- 388.92 ---- ---- 388.99 52+30.97 10.00' RT. 389.05 A=90'00'00" R=20.00' L=31.42' 0) 00 Co Co 00 Co ff) o 00 Go to Ire CIO ro INT'X STA. 13+76.32, WHITMAN CT NE = STA. 52+63.97, ROAD B STA. 14+80.00, 0.00' ELEV: 389.51 BEGIN ROAD IMPROVEMENTS ELEV: 387.12 INT'X STA. 14+54.95, WHITMAN CT NE = STA. 4+34.79, TRACT D ELEV: 387.64 14+00 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M W/ SOLID LOCKING LID TG=387.53 IE=379.50 12"0 (W) CONNECT TO EX. 12"0 S.D. CONTRACTOR TO VERIFY SIZE, DEPTH AND LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 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 , 405 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 400 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 395 DEVELOPER. THE DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL CCTV INSPECTION, EXALTRATION 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 ALLOWABLE PIPE MATERIALS 1. REINFORCED CONCRETE PIPE 2. DUCTILE IRON (WATER SUPPLY, CLASS 380 50 OR 52) 3. SOLID WALL POLYETHYLENE PIPE (SWPE ALSO KNOWN AS HDPE PIPE OR HDPP) 4. CORRUGATED POLYETHYLENE PIPE (CPEP) 375 370 15+00 UTILITY CROSSING TABLE O I.E. (W.M.) 388.57, 8"0 CR. (S.D.) 383.47, 12"0 = z y c 2 z � p � D o) m T N z pM ill Z m Ln 0 M G C W m M I J J $ q > saaCD o y �o O T � zy 1 l CHECKED FOR COMPLIANCE TO CITY STANDARDS I'Ll 0 �y A n I m CDM �O 0° D °� Q D e 4 z Y� G) CITY OF WHITMAN COURT RENTON ROAD AND STORM PLAN AND PROFILE Planning/Building/Public Works Dept. PERMIT #U14003820 12/01/201 FIELDBOOK: PAGE: DRAWING N0: RD-01 SHEET: 16 OF:40