The URL can be used to link to this page

Home My WebLink AboutW-401406I � I �O I 4 I S _3 S .� t v i , do oil � .� A. � ice" vvvA•_jY�AAAAA ��A--' �p ��\;� \� �-. _ _ : ',mac_' \\\\\\\\\`��\\\\\\\\`` ��\�" T � : 1 • � � � � � � RPM •� 1 1 T "10 I L _ '� 11 • LV.JV P _ p p p 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A INV N�W 19.38 T� Box C UI ° o ° " INV 20. 78 -12" S N THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL N 19.41 1812A-A VAULT D2 ` ° C��•� ®Q. % AND GRADING INFORMATION. 8.56 CO TOP 22.26 � �P 22.60 �� cw 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH W o < C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL. z ° ° - 0 1 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D I MH II 0o , CBI .. , I 1 6 TOP 20.8 1 FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. I RIM 21.88 � d . .. 1 I 1 FL 15.30 + ;:::.. n a CW W O IN 18.7 N 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT - �I FEATURES AND SIGN IMPROVEMENT DETAIL. �p C • 6 CW� v INV-19.71 8. ALUMINUM DRAINAGE FLAP GATE SHALL BE WATERMAN Q 3gVN 0 TPA o 2* UP INDUSTRIES AF-41 TYPE 6 SPIGOT FOR HDPE AND SHALL BE o f 4"CW 13.8KyUGT o CB 694 C I INSTALLED PER MANUFACTURER'S RECOMMENDATION. EMGS 0Gj oo 6 1 LF 6" PVC SDR 35 ® 1.0% I ^� INV= 0? x 9. NEW TYPE 1 CB'S IN BIORETENTION CELLS SHALL BE PER CITY ASP " 2 675A-18 INV N 20.4 62PVC OF RENTON STANDARD PLAN 200. AIRCRAFT RATED STRUCTURES GA 2' W CB TYPE 1 1 S 20.4 SD ARE NOT REQUIRED. CO „w F� E No. 687 MH 6" GATE VALVE W/BEEHIVE GRATE BOT 1 P 2 CBI 216 Q AV- -04) : �? 22.4 RIM: 22.80 10. FRAME AND BEEHIVE GRATE SHALL BE OLYMPIC FOUNDRY TYPE . CS TOP 21.21 N: 183559.37 SD CLEANour I SM60 AND SM60BH OR APPROVED EQUAL. U F, E STING ELEPH C N 18.8 ■ RIM=23.34 CO DUIT CS -� 6 A 675. E: 1300505.26 I 11. SEE SHEET C501-6Q FOR EXISTING PAVEMENT GRADE DETAILS BL W-OF INV S 18.7 1,. _ IE (E) = 20.15 (8" HDPE) 3• BOT 18.3 1 /4 UP LTG ' EX CB TYPE 1 L 4 PVC %� IE (W) - 20.15 (8" HDPE) AT BIORETENTION CELLS. C : �... RIM: 22.48375 w :B N: 183557.77 INV=19 21 IE (N) = 20.15 (6" UNDERDRAIN) IM 22.4 1 CB c° .E: 1300442.63 691 N .1' X 1. NER DIME SION - TOP 1.67 TL;, _� BIORETENTION CELL PER DETAIL 1 ON SHEET C501 6E B-I N 18.6 CIE (N) = 19.84 (12' EX CMP) YPE - 768 - 1 °' I 18 5 N , ARE UP IE (S) = 19.82 (18" EX CMP) x CO r - I U 2� BIORETENTION CELL PER DETAIL 2 ON SHEET C501-6E OP 21.85 CO .IE (E) = 19.84 (8 HDPE) PV (E) I.E. = 0 I, it NC ASPHALT INV W . CB-61 N, `�/'' 2Q LF 3 12" C P (N I.E. 4 I' I U 3� BIORETENTION CELL PER DETAIL 3 ON SHEET C501-6E .91 LLJ No. 696 INV W CAP 20.0 BOT 7. OP 21.3 � 11. 22.35 674E-18 C SDR 3 0.4� " P V (W) I . E. 1 .5 I = 2 I, I 4 BIORETENTION CELL PER DETAIL 2 ON SHEET C501-6F CB -I BOT 19. 8 M 0 CB TYPE 1 6*FC I cn TOP 21.8 6'• S'1� / I� URIMBE22174 GRATE I 63 LF 8" HDPE LwL_I INVN S 18. 1 21.79 =N:183495.42 I� CONSTRUCTION NOTES E: 1300512.48 z 674 IE (E) = 19.93 (8" HDPE) CDG LTG 1 _ CD 1 CORE DRILL AND CONNECT NEW STORM PIPE TO EXISTING S INV S 18. EX CB TYPE 1 L IE (W) = 19.93 (12 HDPE) STRUCTURE AND PROVIDE ALUMINUM FLAP GATE AT NEW BOT RIM: 22.62 73 PV(IE (N) 19.99 (6 UNDERDRAIN) 10 LF 12 HDPE INV=19.78 PIPE CONNECTION z 1 .0 0 6" CO 2 CO 6" N: 183501.04 CJ COXCo Co0 o E: 1300442.51 3 CO 6° VC I z 2� PROVIDE STORM DRAINAGE CATCH BASIN TYPE 1 WITH 1 2 IE (N) = 19.79 (18 EX CMP) 1 I U BEEHIVE GRATE HH IE (S) = 19.79 (18" EX CMP) 4 U ASPHALT IE (SE) = 19.79 (12" HDPE) Q::� 3� PROVIDE 4" WIDE WHITE LINE FOR PARKING STALL FOR NEW N 18.5 CW U - - U INV 18 9'x2O' PARKING STALL rn �0 685 rl - r - 1 Z INV SW 1 %CB -I 674A-18 22.7 li it I I B� PROVIDE WHEEL STOP a 60T OP 21.31 2 1 I I 6" A CB TYPE 1 3 li i I I I I I W No. 693 „M G -W/BEEHIVE GRATE ,� ;I I I z CB -I 6 S �' 2" UG 4-66 RIM: 22.08 / CB-695 Isis, ^� - TOP 21.20 ®� -�---- „ W-401406 2 UG SPARE N: 183495.08 TYPE 650 ` 62 LF 12 HDPE _ 6 E: 1300450.03 673 TOP=22.72 IE (N) = 19.83 (6" ELEVATED 1 INV=20.72 2 ~ UNDERDRAIN) RI CB TYPE 1 L 73 S-401406 � RIM: 22.67 NV W /� 19•5 \ N: 183443.19 RIM B 67 64 IE (NW) = 19.81 (12 HDPE) RIM = 22.66 OT 19. IE (E) = 19.81 (12 HDPE) E: 1300442.50 : ;:1�,';': 2.1 X1 7 INNER DIMENSION 2 - KEY PLAN #77533 IE (N) = 19.77 (18" EX CMPK-*-. # UN BLE TO OPEN SCALE : NONE 55 LF 4" PV ®0.0 18„ CMP (N) I.E. 3 7 IE (S) = 19.77 (18 EX CMP) IE (SE) = 19.77 (12 HDPE) (S) I.E. = 19.77 A B C D E F G H J K L S 4 28 LF 12 HDPE VAU ` N, 22.75 - I C 11 673A-18 P STL UP U r U C12 o ASPHALT n � 2 I it i No. 692 CB TYPE 1 CB-6 6 3 I l C 13 ° p 121.73 INV W/CAP 20.4 0 W/BEEHIVE GRATE RIM: 22.31 TOP=2 .75 I C 14 BOT 19.6 N: 183431.05 IM672B-18 ' S1S C15 1PH OYE 6 p E: 1300467.93 2 ` 80 LF 12 HDPE - 6 GN 1 IE (NW) = 19.83 (12" HDPE) / CB TYPE 1 C16 W �® IE (E) = 19.83 (12" HDPE) W/BEEHIVE GRATE C17 3 IE (N) = 19.91 (6" ELEVATED RIM: 22.80 SDCB 672 .C18 N: 18338389 ° UNDERDRAIN) RIM 22.63 ' MF D3 E: 1300495.93 2.1' X 1.7' INNER DIMENSION C19 0 IE (E) = 19.81 (8" HDPE) 1 - - TYPE 1 IE (W) _ 19.81 (8;' HDPE) 8" C P 1 19. 3 I C20 0 PH IE (S) = 19.81 (6 UNDERDRAIN) 8" C P (S) I.E. 19. 9 CON C I C21 15 LF 12" HDPE 4-75 C23 0 No. 683 C22 _ 672 - No. x 1 EX CB TYPE 1 L : �: - -11-48TOP RIM 21.21 BOT 16 76 RIM: 22.65 : •� ::_ C24 INV W 18.20 N: 183385.19 :. _ 1 1 I C25 CO 1931 E: 1300442.32 CB-6 9 672A-18 (/ I I 1 No. 691 INV S 18.20 CB -I IE (N) = 19.63 (18" EX CMP) TYPE 2 I \'� I I� I I I C26 TOP 21.8 32 IE (S) = 19.59 (18" EX CMP) TOP= 16 CB TYPE 1 I I 11 I INV N 18.3 ? _ °° I 2 6 W/BEEHIVE GRATE / I C27 SEC84 N 684 (,tl IE (E) 19.59 (12 HDPE) RIM: 22.30 ( � J 41 INV E 18.3 CB -I A ` C28 BOT 17.3 �S TOP 1.46 N: 183384.31 3 �n - - - SDC r-6rr - �* GQ� 1905 " E: 1300457.78 / - C29 82 r, 22.02 INV 18.1 59 LF 4 �ii RIM - 2 2.71 FH45 2 INV N 18.2 IE (W) = 19.62 (12" HDPE) 38 LF 8 HDPE 2.1' X 1.7' INNER DIMENSION I C30 No_689A96 !s S� BOT 1 .0 Q 6 A IE (E) = 19.62 (8" HDPE) 4 TYPE 1 - # 1 - CO 293 CB II-48 �,A NZ �Gl� x IE (S) 19.85 (6" ELEVATED 18" CMP (N) - 1 .56 R-401441.38 TOP 20.30 E`,o "° 1 ,c'�S UNDERDRAIN) --18�CMP (S�E. = 1 53 INV S INV S 14ASPHALT BOT 15.30 30 51 _.80 _ _ _ _ _ _ _ 4 IN COMPLIANCE WITH CITY OF RENTON STANDARDS i BergerABAM MATCH LINE - FOR C 0 N T I N U AT I 0 N SEE SHEET C 18 E CIVIL PERMIT SET DEVELOPMENT ENGINEERING + 20 0 20 40 CALL 48 HOURS "� V3 n Ann Fowler 12/14/2018 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 I v 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 scale feet Frstraka URFACE 12/14WATER 2018UTILITY0 (206) 431-2300 Fax: (206) 431-2250 12/14/2018 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS ACCEPTABILITY CHECKED HL 10 09 18 PARTIAL SITE UTILITIES PLAN C180242 N 10/19/18 M MITIGATION HANGAR C180242 ABAM SPT 10/09/18 F D-35 ENTRANCE J#140882 REI DED 12/12/07 T� CPT 10 09 18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED N MITIGATION HANGAR -CITY OF RENTON COMMENTS C180242 ABAM SPT 10/19/18 G DRAWING OF RECORD J#140882 REI DED 12/12/07 ® ��`� c°>� APPROVED BY DEPT. DATE BEENEER 10 09 18 ff"A,��CHECKED C 17 E C32 TITLE MITIGATION HANGAR B PARKING LOT 15 REI DED 03/12/04 H UPGRADE 20 SCALE SITE PLANS (DHA 09-1637) 9488981 AAC DAH 04/30/10 "1() w� RENTON ' TO A ' SITE T� ,�� 31z71 �° �q, APPROVED K Iv I Iv J I JOB NO. COMP NO. E LOT RECONFIGURATION J#031098 REI DED 10/11/06 J GATE D-35 AND BADGE OFFICE -RECORD W1855850 ABAM 11/30/14 SSI�sTCR�G C180242 ONAL 6 D DRAWING OF RECORD J#031098 REI DED 11/04/04 K PED PATHS & PARKING - RECORD W2651523 ABAM 05/01/15 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN-YD-17E