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HomeMy WebLinkAboutW-401405C-HtCCER' = \ GENERAL NOTES � 16 GS b ARE? ROOM (FMCS) 1 \ SI N » „ C OSSING E RY TO UTIL DOOR W Q� - 1 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, ° 478A-18 478 �., SO R POWERE WELL BO L\\= 1 4 / I NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL \ o. RIM: 19.01 / No_i p DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). r I (S) = 17.15 (8" SLOT DRAIN)- DO U LE SIGN WAT R LID VLT 18.72 Ut TOP 18.9 AIR LT \ W VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN IE () ( W = 17.15 8" DI 80 E = LID 19.97 / VERTICAL DATUM 1988 (NAVD88) =NGVD29 + 3.60 FEET. OT 14.9 "�5r�6.1A 3.7' 3.7' INNE DIMENSION 4.5' 4.5' IN EN ON \\ \ '\CONDUI \ \ WATER STEA VLT / 2.7' D LID - 1 801 # ' 2.0 LID - 14678 \\ r O / 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, 1 El 21 LF 8" SLOT DRAIN ' ID = 19.25 q" Dip WATER EVEL = 14 32 \ ATER EVEL = 19. 7 ZO COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY i IE=17.15 12792 SUMP 12.82 SUMP = 14.47 \ / I EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL i / SLOPE=0.00% W F 1 WTR PIPE I.E.= 16.2 8" STM PIPE I. = 17.25 WATER LT ID = 1 .91 1 1 �\ Q 6'� \ \ �ox�o O / GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE WA R LEVEL = 15.75 .5' NNER DI ENSION 1 O OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR No.73� �P \ - 3 SUM = 15.25 _ X 2. -1 677 \\ \ o �� COMPLETION OF CONSTRUCTION. D N TO � ' ' \ I . = 16.21 1 \ A ER LEV L - 6. 1 \ �O 3. SEE SHEET C501-1A THROUGH C501-1D FOR LEGEND, VLT U = \ ENTRY �UTILID R A ABBREVIATIONS, AND GENERAL NOTES. M501-6B \ \ ° LID 19.98 5��ti. ♦ \ v ° 4.5' 4 DI ENSION \ \ \ / /� 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A 6"r�R THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL 2.8' LI - 1 676 v \ W F \ HaW AIR A>b 1 1D \\ �O AND GRADING INFORMATION. WATER EVEL TOP 010 SE� / / O r ♦ \ _ -_ _ ® NKN_ 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH OWN M SUMP - 15 / LT ♦ 19.4o�9 _ - L = 20.01 IRE VA LT "F �PP� v� 6'`� / ,// C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL. L D �' - .0 F♦ \ AM 5H \\\ 1. 5' DI LID - #1 675 P F v� # 27 %� _ CO �` // 6. SEE UTILITY DETAIL PLAN SHEETS M501-1 A THROUGH M501-1 D W TER LEVEL = 18.05 _ -'� F \\ \\ \\\ WATER VLT 1 SU P - 15.85 . - = - �` Cp \ LID = 19.92 MO FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 2"S R O \ \ 2.0' X 2.0' SOLID LID #14679 _ P `� ° / ,' / 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT ® O FEATURES, AND SIGN IMPROVEMENT DETAIL. WATER VLT (4) S c� �'\% ANDO D BANK PER ELECTRICAL DRAWINGS: �0 FW C al\600-dwgs 'al\Elec\13800v\UNDERGROUND\E500R. \ ` � '/ \ 8' TAoLL�7RAILER WATER/S � \ '�� 9 SP '� BOD 4 ER _ _ 4PF� � i �� � E � b8 ,q ° O v LID = 1 \\ TOP OF L S,''� 0. NA. Ov #12791 \\\ M� P���� ® CW 6, ♦♦ BOLTS STUCK M �d , ;���8 IN /LION F �r 4"C CW� 50. .S� �, ♦ UNABLE TO OP��\ _ SHE 0 3Z Z Pipe No. 479 O \\�FM �'' / %d ' '1�$�cv ' PO C CB -I 4C-02 TOP 19.6 tep PB \ yps ♦ M� X / / RIMS = 20. \ 0" EEL C -03 SS LIFT STA. INV S 16.2 CO ♦ d `n 7.0 X 7.0 NNER DIME / O ° TOP OF CAS 38 SS LIFT TA. RIM 21.86 FL 15.4 u,v,,�'-��' 6" DIA LID / 50.0 WET WEL INV W 9.8t c> O V ♦.0 d� \ TER = 11.15 O �� No. 481 RIM 19.1 SSMH ♦ PAVED PARKING E w CB -I RIM = 19.71 ��%� z � � 50.6 \ LA DER ON (S WALL , �I TOP 19.20 48 DIA tAktRE - TYPE 2 UI INV W 18.40 24" DIA LID - #13329 INV E 17.90 12" DIP (SW) I.E. = 12.21 O / 'F ' NII w BOT 16.5 6" DIP (NW)I.E. = 12.21 50.1 x a \\ r� \ / I DXE HO / WATER LEVEL = 10.71 a L M H 1 G ��» \ �, AIR AT NDON Cn LADDER ON (N) WALL O \ h'PS W LWL_II VI z O Q z_ �I z CD CD ,;o,n / _ CB 479 PMH APR ER A 10 I = 19.53 \ PSPL \ / O ( I - DIA STRUCTURE - TYPE 2 RIM 21.0 \ �� IA 627 P X 2.0' LID - #19800 0 L BRICK CONSTRUCTION 0 _)P' L CP (E) I.E. = 15.08 1 P (NW) I.E. = 14.98 SQ F� 2' (SW) I.. = 1943 LLJ MH-G �\ / / ��O TE �+ RIIM 21.1 R �Z n O \ / BUILDING 4-17 O SDMH-G-�8 ABAN 2SJ / SFM 0 Q�0 I W 4L) 14 0 5 RIM 21.2 17 c> INV S 17.4 '' �`3 / 1� I I TO INV N 17.0 E 6J �� / 0 ? � / RT 2,6 / S- 401405 6, \ �� POINT OF ITC O \ CO O E KEY PLAN G �� W LT 3 SCALE NONE \ /ci PAVED PARKING P 2 = 24. & 2 6 A B C D E F G H J K L IT S C 10 C I C11 \ / / C12 o /Ty SEWER HOLE C13 ° \\ / `bj C14 - cr �\ OS �` CAU ONCONC / �� �� I C15 Ci C 17 \ \ S R / ' C18 r No. 479A \\ RING � C19 0 CB -I \ / / WAT R VALVE I C20 0 TOP 1" BELOW / ;'�R02-5 / // BANDONED I C21 ADJACENT UTILIDOR. \ 00= / /;' RIM 27.98 ,' �� C22 INV INS C23 0 �� C24 t i o 0 C25 C26 »5 a' o / �$ // y �G C27 6 \ , 'v C28 3/4"CO-T C29 PRD �I C30 44jR-401440 B 0 - - IN COMPLIANCE WITH CITY OF RENTON STANDARDS 421 I3er erAI3AM MATCH LINE - FOR CONTINUATION SEE SHEET C15F CIVIL PERMIT SET DEVELOPMENT ENGINEERING + CALL 48 HOURS "� V3 20 0 20 40 n � Ann Fowler 12/14/2018 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 I \) 1-800-424-5555 Federal Way, Washington98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 scale feet Frstraka URFACEWATERUTILITY (206) 431-2300 Fax:(206) 431-2250 2/14/2018 0 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 U 10/09/18 U MITIGATION HANGAR C180242 ABAM SPT 10/09/18 - AS -BUILT -INCORPORATE REVISION P WS 01/28/15 T� SPT 10/09/18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED T CONCRETE AND ASPHALT REPAIR W4282795 ABAM 12/01/17 Q PARTS MOVEMENT ROAD - RECORD W1855883 ABAM 04/03/15 ® ���`� c°>� APPROVED BY DEPT. DATE ENGINEER 10 09 18 TITLE MITIGATION HANGAR - ff"A,��CHECKED C14F C31 - INCORPORATE REV I TO DRAWING WS DBS 02/08/18 R 737 MAX DUCT BANK RECORD W1759198 ABAM 04/15/15 RENTON SITE 31271 ° � APPROVED K Iv I Iv J I JOB N0. COMP NO. N REPLACE UNDGRND CHILLED WATER LINES TO 4-21 W1716695 ABAM 07/30/14 S 737 MAX DUCT BANK - RECORD W1759198 ABAM 10/31 /15 SSI c STVRV_ C 180242 ONAL 6 P 737 MAX DUCT BANK - RECORD W1759198 ABAM 07/31/14 - RENTON AS-BUILTS W5365113-34353 KPFF KPFF 01/15/18 APPROVED CIVIL MASTER SITE RENTON, NIA Dwc No. RTN-YD-14F