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HomeMy WebLinkAboutR_401346i I w 0 N 00 N u; 0 z 0 1= 0 A ca m J FINISH GRADE BACK FACE OF CURB EL-17.43 / 1 I �L I S500-17 1 18.95 J 18.92 FINISH GRADE BACK FACE OF CURB \ \ EL-17.62 \ \ 1 I MATCHLINE, SEE SHEET C500-2F ° a . T .°. d OJT '0 d d d a° ,DD O d d°° pd' ° d 11 d .. '.a a Gd .��'J° d a d ° d a d V ,� o a° d a d 8 a° d d d _ ° j�9 0 . d d 1 I dd d °. °2 CIO .. d O d 18.86 ° 18.63 4. ° d d °a d° 4 O° a°�O1 d _da dA A Y, v I °.. w•. d.. d° 4a I °° d _ 6 ° 4 d° d d d 18.26 d d d a d ° ° d d • 18.26 a a d a \ d' ° C d ° 9 d Q ° ° 4 d. a 4d a "��6 a c pd Q 3 d ° - d d ° O .. O d ,d d 011 FINISH GRADE BACK FACE OF CURB �0 e �� EL-17.57 °� 8 d .0 d° II I III I \ / I I I I I/ I � 14 0 13 13 4-82 BUILDING °d d FINISH GRADE 18.50 ° �� d ° d° ° d ° ° d ;�g°� �`o, ° . a 1 \ BACK FACE OF CURB I \ EL-18.24 18.30 1 6 D v i ° v ° X W v "7 3 FINISH GRADE p D ap D ° ° . 8.69D BACK FACE OF CURB 1$.64 0 p P \7 ° p EL-18.46 p P ° ° ' ° ° o 3 ', D D A��' ry ^��' D � D 0 D P: 41 FINISH GRADE ® ° P� ° o ° P D `V BACK FACE OF CURB 1 8.80 EL-18.31 ° v p o D N R D P D ° D D ° v D '� MATCH EX- v "7 FINISH GRADE 18.80 �-/° ti P 8.32D aP BACK FACE OF CURB ° p Dv D ° ° D D � D77 D o D / EL-17.84 P D° v D V v D gyp.' ° ° 8.61 D ti t7 ZOO � D •�, ° °. 18.00 tiD 1�. ^I , \ / v '7 D P a v a ° do 5 ° FINISH GRADE ° D ° D° ° P tiv D 8.36 D tiD ° P D FACE OF EL-17.78 CURB 18.80' °' 8 D� ° D v D v p v D ° D° "7BACK ° D I I I I `7\ D DF7 13 O�O ° •vh D 8.61 ° tiv ° ,,2 o II vti D I �I P FINISH GRADE ® D P ti ° 8 D D $.39 D` D ° oo- I I o0O p D \7 D v D BACK FACE OF CURB 8.80D D \_, DA�. I I ° D o o D Dti I EL-17.62 "7 D w p - "7 \7 D D D ° 8,61\7 ° v D D \l/ h v C, � � ° P D D I D aP F7 / \ I FINISH GRADE ® D P ° / Dti I \ BACK FACE OF CURB D 18.38 EL- d I 8.80D vD ° ti D D D v D v 1�7 D` ` P D p ` D vp MATCHLINE, SEE SHEET C500-21D i Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY - APRON R INFRASTRUCTURE W4700331 ABAM APPROVED I DATE SPT 06/08/18 SYM REVISION BY I APPROVED I DATE I 18 D 18 D �7 D Op ° v�6 ° v II D �D D >G 0 CD "7co D D W v IIr_� ti° D Q P. of WA �f x 31271 w� ��`sSIONaL I LEGEND 12" THICK REINFORCED CONCRETE PAVEMENT 12" THICK REINFORCED CONCRETE RELIEVING SLAB 14.5" THICK REINFORCED CONCRETE RELIEVING SLAB 14.5" THICK REINFORCED CONCRETE PAVEMENT 14.5" THICK CEMENT CONCRETE PAVEMENT GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) _ NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEETS C500-2G THROUGH C500-2W FOR PAVEMENT, GRADING, AND SUBGRADE DETAILS. 4. SEE STRUCTURAL SHEET S500-16 THROUGH S500-17 FOR REINFORCED PAVEMENT, RELIEVING SLAB AND TRANSITION DETAILS. 5. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF CURB UNLESS OTHERWISE NOTED. 6. PROVIDE EMERGENCY DRAINAGE SPILLWAY AT ALL 4" RAISED CURBS UNLESS OTHERWISE NOTED. SEE DETAIL 5 ON SHEET C500-2H. 7. SEE CIVIL SITE PLANS ON SHEETS C80 THROUGH C85 FOR HORIZONTAL CONTROL. 1 COMBINED BYPASS AND OIL/WATER SEPARATOR WITH REINFORCED SLAB I� LID PER DETAILS ON SHEET S500-20 THROUGH S500-23 AND LID C300-3R ELEVATIONS PER 2> MODULAR WETLAND VAULT LID, SEE DETAILS ON SHEET C500-3W FOR LID \ ELEVATIONS. PROVIDE TIE IN TO EXISTING REINFORCED CONCRETE SLAB PER DETAIL 5 C500-2G U 0 4 PROVIDE ISOLATION JOINT AT EXISTING UTILITY VAULT C500 2G PROVIDE REINFORCED CONCRETE AT SLOT DRAINS AND PVC DRAIN CONNECTIONS PER DETAILS ON SHEET C500-3M. 0-- © PROVIDE REINFORCED CONCRETE COLLAR AT DRAINAGE STRUCTURES PER DETAILS ON SHEET C500-3L. 7 PROVIDE FLUSH CURB AND ACCESS PER DETAIL C500 2H ® PROVIDE INTEGRAL CURB AND REINFORCED THICKENED EDGE I C500 2H cr \ z 00 - 0 W 00 20 0 20 40 n , scale feet DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 CIVIL MASTER u KEY PLAN CIVIL PERMIT., GRADING/PAVEMENT PLAN - SHEET 5 APRON R INFRASTRUCTURE RENTON SITE SITE SCALE: N.T.S. R-401346 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING atowler 12/20/2018 01 W4700331 - 06/08/18 SHEET C500-2E C29- JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 4-APRON-R-0500-2E