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R-417735
n n C W III MATCH LINE - FOR CONTINUATION SEE SHEET C501-5B 1 _ N: 185466.54_a-a -f+�\\ °E: 1300170.27 19m °v 9.5 9\/v7, 9 d 9 -9 s 22 s9 °J� 9g I 1 N: 185487.69 E: 1300174.68 N: 1185462.53 1 -°� - ° v e \- ° d '.4v d I I ° °- / 3 v o I 4 E. 1300176.54 3 ° ° vo° 19.1 e�_°N: 185463.80° '4 E: 1300186.95 ° o ° . _ of ° l o n Lit, N: 185454.25 19 00 9 S 9 OS Oy ° O II JI . 00 v B BO 9dS ° Ot 9 1 794 E: 13GO178.71 v° o v 190 I _l n o ° N: 185455.57 N: 185455.18 \ 3 3 n ° \ ° v I ° 1 / / ° I d 1 E: 1300183.OR E 1300224.09 d _ e 19.67 ° ° S g Q -vJB 9A2 i 9 p 16.9E 92 99v 90G v 9�0 9�S - o \ d06 _ By 1 LJJ 1 I P° 18.75 ° J 1 O � O LJJ 0 PE }19.5 O 0 19.62 1 _ v 1 vI v I. \ / ° N: 185445.35 4 v o `E: 130018 S OJ - 18.75 ° 6 I 02.IT 9 av °0 °y.°,v 9I ° BEGIN O 9 0° S °' ° ° °8 / o L_ i CE: 130o ss.7s - 1 t1s.a ss- ss- , ° ,° ° I °_,° °6 a 'v ° ° ° ° v v°. ^ / /O *Isis `90 9R0 v 9�J 790 dpg oBBS ° B99 0 9 0 ° .y9 a907 9�R.a/. 90... 9�Ou - 1 9 As�ss ® � ° o a. n o III /\ 10 I50 _ .�. - on°-1 III OII 1925 8 �0 7928 v° 192 v _ °v ° ° v ° _ _ ° _. 1 O O v ° o v / III i \ *20.0 9 9---J II O /0 S s J Jy 9d6 ° 90J ° 900 9 p ° v ° 90Av \ ° 90d 9pB 9e 9�to v 1 n °v I I 19.61 4 1 Jr �. °° 3 1 I 8 / *Isis y II I�9 S 19.47 v c v'9 ° ° �' n - _ O iv 9 B 9 0 9 9 - EXISTING ASPHALT \ ii ❑ ii ii "s 'J� '2J- : �� a �J - -r° a '9 a 'a 'per . °r 1 PAVEMENT *Isis 9S 9 - - ss - - - 9 ° ' ° �� 1 N� 185387.6E 1 3 w A. I I E: 1300241.61 5 .19,71 ° I ° v ll 18.8E ° \ v - v ° °, 4 19.55 / IlD v 1 N: 185374.80 \ \ \ ]� /9.7 1 ° v °v.. 1 S 1 ,91 / E: 1300212.54 ° sy sy ey� ° 9a. II v 219 9 a N: 185408.16 '° - 4 - 1 L j 19.49 1 19.3fi a /' E. 1300376.73 - ` v 1 4I7-A` - - 9.0 18.89 - N: 185377.85 ° ° c v v ° �J / g / ° N: 185421 84 E. 1300244.15 o / s 1 / ° _v 1 1199 ✓ s ° E: 1300437 72 I i,g9 � /L \ O I *i I *Isis 00 I� 8� 7 / / 4 END I 0 B 8 '� N: 185396Z e O O O O� N: 185406.05 O E: 1300332.71 E: 1300377.28 1 o I N: 18sfis.es / MW 9� Zan OB B B B v o 0 �N: 185374.03 / _ �i'7 BEGIN e E: 730027659 E: 1300245.14 / N: 185396.74 4 Oe / E 1300332.71 L� I I / EXISTING ASPHALT I (B O J I / PAVEMENT / b Of - \ n I I I / J EXISTING CONCRETE F , I / n I PAVEMENT / I z \ MW ASPHALT/CONCRETE 88 PAVEMENT INTERFACE CON RET IT WSP 0AC 333019h Avemes It CALL 48 HOURS SNNe303Do Wry, 12Kb fEL: BEFORE YOU DIG (2 1-DOO 1-QDB-424-.>JrJ.> FM:(z0s)431-2250 FAX: (i(6)431-E350 SYM RENSION EY APPROVED DATE ORIG APRON R - CENTRAL C1802421 WSP I SET I 07/09/21 REVISION BY I APPROVED I DATE i L -BOEArw" 10 0 10 20 n / scale feet / V ACCEPTABILITY JDM 07 09 2' THIS DESIGN AND/OR SET N 07 09 T SPECIFICATION IS APPROVED APPROVED BY I DEPT. 1111DATE InM n7/n9/ LEGEND THICK CEMENT CONCRETE PAVEMENT 14.5' THICK CEMENT REINFORCED / CONCRETE PAVEMENT ® ASPHALT PAVEMENT /200' SHORELINE SET BACK LINE / - EXISTING CONTOURS GENERAL NOTES / 1. HORIZONTAL DATUM: WAOSTATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGV029). / VERTICAL DATUM CONVERSION: NGV029 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVDBB) 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 CO / OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION C OR COMPLETION OF CONSTRUCTION. r 3. SEE SHEETS C501-5D FOR PAVEMENT AND GRADING DETAILS. CD 4. SEE STRUCTURAL SHEET SS01 THROUGH SS07 FOR STORM WATER VAULT SHORING & STRUCTURAL DETAILS. 5. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF CURB UNLESS OTHERWISE NOTED. 00 PROVIDE REINFORCED CONCRETE COLLAR / AT DRAINAGE STRUCTURE PER �DETAIL \ C50`-6M / SAFE DRAIN PER DETAIL C501 6V / 33 REINFORCED CONCRETE PER DETAIL 1 C / PROVIDE TIE IN TO EXISTING REINFORCEDED CONCRETE CONCRETE SLAB ® PER DETAILS ON SHEET C501 SD COMBINED BYPASS AND OIL/WATER SEPARATOR WITH / REINFORCED SLOB LID PER DETAIL ON SHEET C501-6S. SEE SHEETS SS01 THROUGH SS07 FOR ADDRIONAL DETAILS. / © MODULAR WETLAND VAULT LID, SEE DETAILS ON SHEET MODULAR AND C501-61R. PROVIDE FULL DEPTH PAVEMENT REPAIR AT UTILITY TRENCH PER DETAIL C50`-5D ® PROVIDE TRANSITION TO EXISTING HMA PER DETAIL C501-51D f� KEY PLAN SME : NONE CIO G ��I,,,,��TT C11 / C13 / C13 C1 C15 C16 cia c1a C19 / C2 C21 C22 / C2 cz4 / C26 C26 127 / C2 C29 C30 [CIVIL PERMIT E PAVING AND GRADING PLAN APRON R - CENTRAL RENTON SITE MASTER S 11 RENTON,' R-4177035 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVEwre81T ENDwEERxD ichavez 08/25/2021 O C120242U K I (� 07/09/21 .501-5C C35 COMP C180242 RTN-YD-0501-5C