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HomeMy WebLinkAboutR-401447MATCH LINE - FOR CONTINUATION SEE SHEET C501-513 a- �- - - o- - - - - - - - - - - - - - - - I a �19.5 a BUILDING 4-87a1 II 9 (PROPOSED) `V i19o o o99°9 9 9�7g o a 19.154I I IIIIII1 '7IIIII 1 �7 .19.00 o ) o %' a /� a a o I o I I a .o a 7g 79 11 2 9Q 0 N1, 11 ( / o Ia a �a a o 19.a a 0 19.18�I __ _ 11 9 9 f 19.8 9 917 9 9 9 9 0 9 9 9 �9 / 9 9 a 9 / �p \ .*79.9 6S a �2 a �7 7iS o S a o 7S 1 �9 JS \ 1 1S a 1S7A o >> 19.22 N: 185455.18 I o I a o a q IQ a o a a 19.06 I 00 E: 1300224.0916 0 o a00 v17 I17 1 a 7 9.0. a a 0 1 o a a 19.58 1 a o I r �a f1 19.56 1 \ a a a �� J \ 9.8 0 18.90 8 8 0 9 9 0 's 0 1 8 9 9S 1 a 08 ap �� OQ oa 89S �9� 8`91`�S 9 2 0 3 9 1 SS '� a / a 19.57 1 �U PEN D 2 O O a o a � ° o z_ 77 IN: I00445.35 18.70 a o \ a 18.70 a 17 17 a a E: 1300185.76 - & a o a 1I V O o BEGIN O 8 I +� 9 3 N: 185445.35 I 9p d'2 �I 9ya /p �9Q 9 8A 92 pS C E: 1300185.76 / 19.8 961 I stj 9Q7 19 8 ,975 1 o a a 1 a00 1 a s a � a \ v I SQ a a o B 17 11 ❑ ❑ I �a o to a � � o � �a 1�� / / O 'S 79.9 9 S 96 79 S I A 92] 90Sa9 0 9S o a 88� `99T 97p a �9Q o 88� 7 89� 9p� a a `90> 0 4 9J� a I / I� I� o a a a a � / OI o a � o I 19.25 3 O\ O i I iO I � a o o a � a � \ a o � f19.9 9 9 9 9 9 9 9 0 9 l 9 9 70a o pS p0 �6 0 p� 22 I � � 1 � a >� a 'S' 19.79 •6p 1 � � / � �' a � LEGEND E 14.5" THICK REINFORCED CONCRETE PAVEMENT p 14.5" THICK CEMENT CONCRETE PAVEMENT ASPHALT 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. 0- 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL L-j GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL O BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE Li Co OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION /O OR COMPLETION OF CONSTRUCTION. U 3. SEE SHEETS C501-5D FOR PAVEMENT AND GRADING DETAILS. CL 4. SEE STRUCTURAL SHEET SS01 THROUGH SS07 FOR STORM (D C / WATER VAULT SHORING & STRUCTURAL DETAILS. QF- 5. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF U CURB UNLESS OTHERWISE NOTED. / C) PROVIDE REINFORCED CONCRETE COLLAR AT DRAINAGE 1 STRUCTURES PER DETAILS ON SHEET C501-6K. 00 PROVIDE TIE IN TO EXISTING REINFORCED CONCRETE SLAB PER DETAIL C50�1 5D / 7 3 PROVIDE TRANSITION TO EXISTING HMA PER DETAIL C501-5D ® PROVIDE FULL DEPTH PAVEMENT g REPAIR AT UTILITY TRENCH PER DETAIL C501- D 5� COMBINED BYPASS AND OIL/WATER SEPARATOR WITH REINFORCED SLAB LID PER DETAIL ON SHEET C501-6P. SEE SHEETS SS01 THROUGH SS07 FOR ADDITIONAL DETAILS. 1 O ---- - -- -- -- - - a a o a © MODULAR WETLAND VAULT LID, SEE DETAILS ON SHEET -- 17 �19.9 98 9 19.42 0 a o d 19 02 C501-6M AND C501-6N. O i i i i l i x�� i 9 9 f 9 9 a 9 I REINFORCED CONCRETE PER DETAIL 0 EXISTING ASPHALT i i �S 9] 92 98 1 019 a ��, C501-5D PAVEMENT -19.9 9 1 a 7 I a 7 EC> SLOTTED DRAIN PER DETAIL 2 \ \ 5 19.71 a a J 18.86 o C5001 61- 19.55 / Qo '7 N: 185430.68 N: 185438.62 1 E: 1300435.4068 E: 1300466.2104 \ \ 19..9 9 9 1 6, g2 a 9� 89 1dS 1g. S 6 S A S 9 \ \ � � a / '70 88 �9A .g9 � a 9 pS i 19.49 19.35 N: 185408.16 \ a o 47A 19 - � E: 1300376.7310 � . p 18; 89 / f a a -_j 0 18.85 `91 7 `7a ` a 9 1 9 O ,�19 �,�10 �a �10g 1 0 a 19.31 o I\ �C - 0 0 I f18.9 �79.9 / \ `� �o. a � KEY PLAN 4 L B I / / I 2 a °889� \ S �S SCALE NONEEND 3 p 3 N: 185396.74 a - a N: 185374.03 O O O /C-- 17 1300245.1369 � N: 185388.57 a \ a N: 185412.23 A B C D E F G H J K L o / \ / _ _ W 24 �aQ OB 8 B E: 1300381.7582 �5 BEGIN 1 1 18.60 a o V � a E: 1300473.0698 o C10 N: 185396.74 2Og B I o � a a � o �, C11 / E: 1300332.71 1 1 P 1 a X G - C12 ca 0 0 D / EXISTING ASPHALT / / O �� O O-� �0� 1000 ,N�`L a ��, �` C13 PAVEMENT 18.6 7 C14 FT -I / li \ 1 / I / I 2 1 C15 D 1 I I C16 z/ I c17 Fi B I \ I I EXISTING CONCRETE i \ PAVEMENT 1 C18 00 I I / \ ` / C19 C20 EXISTING ASPHALT/CONCRETE / Ln C21 PAVEMENT INTERFACE ) / C22 C23 I I C24 I C25 CON R I I c26 1 \ El C27 C I I I c28 I B 0 ❑ \ ► \ ❑ n / C29 C30 4), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 REVISION BY APPROVED DATE BOE//V� CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 DRAT ACCEPTABILITY HL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. I DATE BEE CHE 10 0 10 20 scale feet ATE SUBTITLE 10 09 18 PAVING AND GRADING PLAN 10 09 18 10 09 18 TITLE MITIGATION HANGAR RENTON SITE CIVIL MASTER SITE R-401447 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 01 I..VLLLIV I I C 180242 J I """OR I G v^I L 10/09/ 18 SHEET C501-5C C38 JOB NO. COMP NO. C180242 [6WG-N-0. RENTON, WA RTN-YD-0501-5C