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HomeMy WebLinkAboutR-396116CB30, TYPE 1 CS100, TYPE 2-60" 82+95.16,-51.40' SEC. 14, TWP 23 N, R5E W.M. CONSTRUCTION NOTES r SEE C3.01 STA . ' LT O (10 SEE DET. ON C3.21 53LF 18 SD REMOVE EXIST. CONC. WALL TO APPROX. LIMITS OF GRADING. SEE NOTE 7 O7 STA ' LT S=5.66� STORM TRACT SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION 5 g SEE C3.01 21,736 SF FOUND 5/8" REBAR AND CAP, LS#29537 O C� i 11+13i12, I� o o I / CHL-VERT i TO MATCH EXIST. 11,810 SF / x I -CRONES, DN. 0.1; / I illl /i p I I /! I / STA 6 -+40 2, 80.69' LT5`6 i (11/09/16) W OF PROPERTY CORNER O LUMINAIRE PER ILLUMINATION PLAN Cfl IE 18 fit =376.40 0 / / CB31 T PE 1 / SEE C3.01 / TBM E D APPROX. LIMIT OF GRADING I / ELEV = 386.18' CO STA �'2.1 7 a" 42 "6' LT cn / - 382 i SET X' IN TOP SOUTHWEST CORNER OF 50 TYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F-40.15-03 N 5 11+13.03,'-2.87 cn I / I / I 3.7' TALL BRICK COLUMN CULV 6"CMP IE = 380.02' 6 0 l C3.101 l O REPLACE 4 WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008 / / l CULVERT � INSTALL SIGN TO RD D " I STA ' LT 25 7 ROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. H031 T / LUMIN�RE POLE - - l 84+51.49,-12.27' O 8 CEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER PLAN V STA 80+82.14, 16.0 T I I 1 22 / a i \ ` i / IE(18"N)=578.55 O Q 8 9 BEGIN ` I 8 p / % I STA 84+14.81,�16.1010 378.22 TYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101 9 � l _ /o - - /- - - - j t END / 30 10 6" PVC ROOF DRAIN COLLECTION PIPE PER COR STD. PLAN 225.00, APPROX. 33INLET CULVERLjj T- r-- --- - - - - - % O LENGTH AND UPSTREAM INVERT ELEV. PER PLAN o - i t y = - o �1-LT - - a a I o , - a a 1 L s1�yt -= ��r.3o=------------ O STOP SIGN PER MUTCD R1-1 ° 11 80+70.50-22.8�' ---- B - -_ _ - B IE(18"SW)= zn�4wa - - L - -- �26 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 AND 104.3. 0 394.12 18 LZ- 12 REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH `(TYP. / cp 21 (TYP.) 43LF c s'Pvc IE = 379.89' MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER 0 -M M M M^ M I M� M / :5, y 18 _F 18" SD\� 13 COR STD. PLAN H026 Q - - - -►FH _ _ M_ M MM S=�&00.63q ---_- LL.I �� / / i - 00 14 GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN 134 ALI, 154TH �VE�SE ; II NO 1 08'E 61.68CA • 661.42R1) -'- � 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W CITY STANDARDS ----------------� -- - --- S SS ----- 1 - ------ - -' POWER ROBBING ----------- I b ------ ----- - STA ' LT 5,� - ------------ `-----� - -- -------- STA 83+06'27, 13.00' LT _ T MARK 16 RELOCATE EXIST. POWER POLE BY PSE, SEE NOTE 8 p 5 80+84.72,-12.81' / c`ti ��� I 14 � 12 C&15, TYPE 1-L o o T / TYPE 1 �I S IA , 1:2.24' 17 RELOCATE EXIST. ELECT. TRANSFORMER BY PSE, SEE NOTE 8 O CB20, / - --STA 84+�� i / STA LT / I I 8 1 - 2 8, LT 5 •eL � BP BP P P 18 MUTCD TYPE 3 BARRICADE PER COR STD. PLAN H018 AND H018.1 p 1 8a+�7� =t2-UY - - I� 'WOOD 19 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30 I� / I 5 STA ' LT IX CB25, TYPE 2-48" l / END OF UTILITY PAINT r / + - STA / 20 RELOCATE EXIST. STREET SIGN ' � � . 2 3 4 12:)cn INT 82+49.76 154TH AVE SE I 82+83.81, 11.2 I COMCAST - _ - W 5 6 7 8 N "NO PARKING ANYTIME" SIGN PER MUTCD STD. R7-1 INSTALLED PER COR STD. Q / o I 7 DRIVEWAYS TO RE IN OPEN 10+71.26 SE 5TH PL Q W Q 21 PLAN 129.00 J z, �� i DURING CONSTRUC ON FOUND 112" REBAR WINO CAP, BENT 0.25' NE Q ROAD k- 1463400021 LOCATED AT BASE OF BEND GND LVL, 0.8N. (11110116) 1463400062 22 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 FFE=386.7' �Q ti ACT 14 13 12 11 10 g 23 REPLACE DOUBLE YELLOW TYPE "I" CENTERLINE MARKERS PER COR STD. PLAN O H001 BARN 24 16" THERMOPLASTIC STOP BAR 25 BEVELED END PIPE PER COR STD. PLAN 221.00 KEYMAP 26 PIPE OUTLET PROTECTION PER DET. ON SHT. C3.102 27 2" GRIND AND OVERLAY '- 28 BIKE LANE SYMBOL PER COR STD. PLAN H009.2 J N N rn 29 SCUPPER PER DET. ON SHT. C3.103 I� + Q �ci C'7 o COORDINATE W/PROPERTY OWNER PRIOR TO CONSTRUCTION.400 r 400 @RESTORE DRIVEWAY TO EXIST. CONDITIONS O cnW �, �' 31 REMOVE EXIST. CROSSWALK OO Q Q 32 THERMOPPLASTIC CROSSWALK PER COR STD. PLAN 127 T 33 DEBRIS BARRIER PER COR STD. PLAN 223 cc 395 _ 395 O - - - EXIST GRADE NOTES: 394.1 _ - AT ROADWAY 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON IE=39� - _ - ; c+vii PLANS OR PROJECT DETAILS. o > 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA 390FSD _ LJJ _49 - ? u �, 390 PERFORATED PIPE CONNECTION. - FINISHED GRADE ¢ 3. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE 11.33 18 SD AT ROADWAY °p PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.103. If 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL S_ o M FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS 820, TYPE 1 4 > NOTED OTHERWISE. 385 IM=�395.48395.36 �z J 385 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS WILL BE (18 S)=392-66391.88 cn L�, L, APPLICABLE. (18"NE)=392.66391.74 - - _ _ _ _ 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. - _ 7. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNER PRIOR TO REMOVAL _ 43 _ EXISTING CONCRETE WALL. - f Su - ' - - - 8. REMOVAL AND RELOCATION OF EXISTING POWER POLE, TRANSFORMER, AND 380 _ _ -�4fF 18 SD 380 0 O 378.22 OTHER ELECTRICAL FACILITIES SHALL BE PERFORMED BY PUGET SOUND IE-35 ENERGY (PSE) PER SEPARATE RIGHT-OF-WAY PERMIT AND APPROVED PSE UTILITY CROSSING 0.53 S--O�6 - - PLANS. SEE SHT. C4.01 0.63 - 375 CB25, TYPE 2-48" 375 RIM=38-�46 387.42 4i S CII IE(18"S)=3�+9379.12 CB15, TYPE 1-L tip, 4� WA IE(18"N)=383.29382.97 RIM=382.2 382.50 �w IE(18"E)=3-19 379.18 IE(18"S)=3�87378.49 F`r 370 IE(18'N)=3�7378.46 370 7d CONSTRUCTION RECORD DRAWING 37610 w� THE AS -BUILT INFORMATION SHOWN is 'S ON THIS PLAN IS PER A FIELD SURVEY �SSIONALG PERFORMED AND DATA PROVIDED BY Alt AXIS SURVEY & MAPPING AND/OR EXIST. GRADE AT ROADWAY R-39611 \\' RECORD INFORMATION THE CONTRACTOR BY 365 FINISHED GRADE AT ROADWAY 365 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 00 80+80 81 +20 81 +60 82+00 82+40 82+80 83+20 83+60 84+00 84+40 84+80 85+20 154 TH AVE SE J N Lu CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/17 JBS SURVEYED: EVANS E VERTICAL: NAVD 1988 MEADOWVUE DATE.7/25/18 CONSULTANTS CONSTRUCTION RECORD DRAWINGS ACS 1 27 18 JBS HORIZONTAL: NAD 1983/1991 O TY O C 0 5 10 DESIGNED: 1 "=20' ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: Site Planning • Civil Engineering , Q ® JAMiE scHROEDEF RENTON S DRAWN: PAGE: Land Use Consulting • Project Management VERT. IN FEET PETER EVANS • DRAWING No: 0 11431 WILLOWS RD. NE, SUITE 120 O ONE INCH DATU M REDMOND,WA98052 0 20 40 CHECKED: AT FULL SCALE Planning/Building/Publict. FRONTAGE PLAN AND PROFILE -154TH AVENUE SE C3.04 MJH Works Dept. Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's below. F NOT ONE INCH www.cphconsultants.com HORIZ. IN FEET N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY HELr OF: Co ri ht © 2018 CPH Consultants LLC. All Rights Reserved. Call before you dig. XXX s16 43 LLI 5