Loading...
HomeMy WebLinkAboutR-396115SEC 14 TWP 23 N RSE W M CONSTRUCTION NOTES r (.fl co %) 7418000160 2 STA 39+98.45, 9.58' LT STA 40+08.14, 5.16' RT 2 0 STA 38+20.37, 19.00' RT 1423059046 I 9425200010 9425200012 w BEGIN 27 2 STA 39+91.96, 9.72 LT STA .- . , z85, 19.00' RT 1O REMOVE EXIST. CONC. WALL TO APPROX. LIMITS OF GRADING. SEE NOTE 7 Q SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTION TO MA TCH EXI ST. OLUMINAIRE PER ILLUMINATION PLAN Cfl 4O APPROX. LIMIT OF GRADING Q0 STA E 27 �� 5O TYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F-40.15-03 CV ~ BEGIN8+2 .29, 3.43' RT 6 23 23 STA 39+85.65, 2.62' RT Q 6O REPLACE 4 WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008 C) CULVERT 41+62.10,-15.42' r STA1+30.31, 6.86' RT 6 STA 39+64.30, 13.95' RT 25 d 07 ROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. H031 , 2 END CB, T-1 (7033) CULV 12" ONC J m \ W1 GRATE STA ' LT O CEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER PLAN V Q STA 38+33.43, 8 9 1E = 407.42' IE(12 W)=3�$8- 21.00 RT W/ GRATE RIM 407 52 _399.92 9 TYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101 J BE IN RIM 409.14 = 12" CONC IE 404.95 (E) O 12" CONC IE 407.12 (E) 12" CONC IE 404.95 (N) CULV 12'CONC CB, T-1 (7024) 12" ADS IE 407.02 (N) LO 12" CONC IE 404.88 (S) IE = 400.31' d� 10 6ENGTH AND UPSTREA" PVC ROOF DRAIN OLINVERT PIPE PER PER COR STD. PLAN 225.00, APPROX. LLI R 414.54 /1 12" CONC iE 40 . ( ) CULV 12'DI f-1 LAJ4 CB, T-1 7040 CULV 12'CONC cfl IE = 399.3T 12" ADS IE 414.54 (N) TBM B' (/� W/ GATE IE = 400.95' C3.101j 11 STOP SIGN PER MUTCD R1-1 12" ADS IE 411.92 (S) EL 412.24 RIM 4 6.89 CULV 12'ADS 26 � za n z QQ I m 12" ADDS IE 404.49 (S) IE = 401.74' c CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 AND 104.3. STA 38�-�--r;Z��� RT .5' 10' 12" CONC IE 402.50 (N) � - - - - _ - - - - - - 0 STRIPE 38+36 43, 21.88 5 n 7 INT 40+00.00 156THAVE SE I aS � 0S S (IS 12 REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH 17+25.54 ROAD A 31 SS{{�� m � N00 8 � � - 6 7LF 1 CD-- I 6.5' MIN. 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER M M M M M \M SINGLE W 1 M� M O COR STD. PLAN H026 Q 2» GRIND AND OVERLAP' 2 (TYPI - \ 16 8:99'CA C N0b 28'50"E 16 8.77'R5 Q ' 2 51 MAW S�L.I g+oo _, ®0 �32 5 L (41+00 25' 14 GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN 134 o �i \ � � lij 3.25' O D L DBL Y LLOW BUTTONS F 12 SD 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W CITY STANDARDS � ROW q S= e�-i I � , O 9 (TYP.) 0.61 ' / N� 1 +61.28, 22.00 RT 8 9 16 RELOCATE EXIST. POWER POLE BY PSE, SEE NOTE 8 OO Sb' o 0 o N °' c 17 RELOCATE EXIST. ELECT. TRANSFORMER BY PSE SEE NOTE 8 r O O SV� SVO S'dC r- , T � � 18 18 18 18 1 SMUTCD TYPE 3 BARRICADE PER COR STD. PLAN H018 AND H018.1 doo - 28 \ � rn \ BP BP � / 18 0 � ° � �l8 18 _ �8 18 8 � 1 ; : 18 � O - - - - 19 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30 I� 20 I o V ° � ° ° � l ° � ° ° � � / � � ° 2 MAIL XES 1 2 20 RELOCATE EXIST. STREET SIGNQRT � ` STA 4; 58.28, 2? 90' R T 3 4 5 6 7 8 I 5 , / TAP.) TYP.) 21 �_ j 41+58.43, 21.85 v� OPLAN O PARKING ANYTIME SIGN PER MUTCD STD. R7-1 INSTALLED PER COR STD. J 1463400057 �� / , , Q 129.00 CB60, TYPE 1 I ,22 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 FOUND �18"REBAR STA , RT I► / o / C650, TYP SCUP 1463400062 STORM to ,,,, WINO CHAP, 0.9N. OF 89+44.90, 1.22 55LF 12" SD I l 29 STA TRACT 14 13 12 11 10 23 REPLACE DOUBLE YELLOW TYPE I CENTERLINE MARKERS PER COR STD. PLAN CORNER S= �i W ° I 9 411+52.88, 27.81 I O H001 11, 645 SF 6.55 I 10,754 SF l i „ i (11/08/16) FOUND- 578 REBAR-1 AND CAP, LS#2953 - ' 24 16 THERMOPLASTIC STOP BAR I a FENCE CORNER CB46, TYPE 1 SEE C3.02 CRONES 25 BEVELED END PIPE PER COR STD. PLAN 221.00 0.7 NORTH OF SEE C3.02 0.1 E. OF PROPERTY CORNER BOUNDARY LINE (11114116) 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 29 SCUPPER PER DET. ON SHT. C3.103 I� CY) 420 �' 420 @RESTORE COORDINATE W/PROPERTY OWNER PRIOR TO CONSTRUCTION.N DRIVEWAY TO EXIST. CONDITIONS 0 Q 31 REMOVE EXIST. CROSSWALK O J 32 THERMOPPLASTIC CROSSWALK PER COR STD. PLAN 127 T EXIST. GRADE 415 - - _ - AT ROADWAY ^� cL`'n 415 33 DEBRIS BARRIER PER COR STD. PLAN 223 - _ -o co O - - - _ o v; NOTES: - - - _ + N 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON - _ o + II PLANS OR PROJECT DETAILS. - - - - ^ W 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA z Il ✓� PERFORATED PIPE CONNECTION. 410 410 55 - - _ FINISHED GRADE 3. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE UTILITY CROSSING PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.103. AT ROADWAY 41+55.25 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL Sp - 12" SD IE=400.06 FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS __ S,,c 12�. GAS TOP=398.98 NOTED OTHERWISE. 405 65� - _ - 405 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS WILL BE CB60 TYPE 1 APPLICABLE. S O - - T�T12" SD 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED 2.46 - - - - - - S=^ AT ALL PUBLIC STREET INTERSECTIONS. 00.61 7. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNER PRIOR TO REMOVAL ' EXISTING CONCRETE WALL. RIM=468.3840&49 IE= zn� 399.92- - 8. REMOVAL AND RELOCATION OF EXISTING POWER POLE TRANSFORMER AND 400 IE(12'�VE)-465 18405.24 400 OTHER ELECTRICAL FACILITIES SHALL BE PERFORMED BY PUGET SOUND IE(12"SW)=461Fr405.19 ENERGY (PSE) PER SEPARATE RIGHT-OF-WAY PERMIT AND APPROVED PSE C845,; TYPE 1 PLANS. RIM=46�B-3407.94 UTILITY CROSSING IE(12"NE)=464.2 404.24 41 +60. 72 IE(12"W)=46�g404.20 12" SD IE=399.93 395 8" WA TOP=398.81 395 4i S C� O� WASH j CB50 TYPE 1, W/ SCUPPER F`t RIM=7401.89 390 1E(12 E)=466H-1-400.19 390 » CONSTRUCTION RECORD DRAWING P 37610 w THE AS -BUILT INFORMATION SHOWN j S Teti 1' ON THIS PLAN IS PER A FIELD SURVEY �SSIONALG PERFORMED AND DATA PROVIDED BY Z�Alt AXIS SURVEY & MAPPING AND/OR EXIST. GRADE AT ROADWAY R-39611 RECORD INFORMATION PROVIDED BY 385 FINISHED GRADE AT ROADWAY 385 IN COMPLIANCE WITH CITY OF RENTON STANDARDS co v � N Ln O o r L7 O N o� I\ f r o � o� o N tj Ln C10«j Lr) �: �I !I �- �,) N N N ._ .: _O p O O� pp co tcj d d �f N N O O O O 0 O O O O 0 O C) O 0 O O 38+40 38+80 39+20 39+60 40+00 40+40 40+80 41+20 41+60 42+00 156TH AVE SE J N Lu CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/17 JBS SURVEYEMiTCH EVANS E VERTICAL: NAVD 1983 MEADOWVUE DATE.7/25/18 CONSULTANTS CONSTRUCTION RECORD DRAWINGS ACS 1 27 18 JBS HORIZONTAL: NAD 1983/1991 TY O C 0 5 10 DESIGNED: 1 "=20' ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: Site Planning • Civil Engineering , Q ® JAMBE scHROEDEF RENTON S DRAWN: PAGE: Land Use Consulting • Project Management VERT. IN FEET PETER EVANS DRAWING No: O 11431 WILLOWS RD. NE, SUITE 120 O ONE INCH DATUM REDMOND, WA 98052 = 20 40 CHECKEDMJH AT FULL SCALE Planning/Building/Public Works Dept. FRONTAGE PLAN AND PROFILE -156TH AVENUE SE C3.03 0 Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's be I ow. IF NOT ONE INCH www.cphconsultants.com HORIZ. IN FEET NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET OF: Co ri ht ©2018 CPH Consultants LLC. All Ri hts Reserved. Call before you dig. XXX 15 43 LLI 75 UTILITY CROSSING DATA 1 ❑SD IE=400.06 GAS TOP=398.98 ❑SD 2 IE=399.93 WA TOP= 398.81