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HomeMy WebLinkAboutR-401421MATCH LINE - FOR CONTINUATION SEE SHEET C17E � No. 682 � - - - - - \ J- - - 22.88 - - - - - CB-II-48 �� S,GMQ 4 \ 2 2 LEGEND �-. TOP 20.44 1 \ � � A 8NV S/ o. 8 N- - - 69 No. 6 E 17.\ _ - - - - - - - - - - - SAWCUT /PROJECT LIMITS TOP 20.30 \ No. 6906 CB 692 cA INV W 17.50 O21.40 TOP T 15.9 CB-II-48 \ OP650 - E 22.88 - - - I o 4- INV S 14.80/107 4_ \ INV N 17.90 INV=20.88 1 1 REMOVE ASPHALT PAVEMENT 4 o �= cn CONC I NV S 17.85 ,, No. 689B o. 681 BOT 16.15 �_ o N CB -I CB -I P LOT 7 LANDING z TOP 18.20 "07-34" DCB 670 INV N 15.80 TOP 20.81 0 � � � 07-53 RIM = 22.65 �% -' :: f HYDROBLAST EXISTING PAINT MARKS INV W 15.80 INV E 18.4 � ASPHALT � TOP 22.67 3 2.1 X 1.7 INNER DIME CONIC STAIRS INV E 15.50 No. 689C PUMP STATION N INV S 18.1 \ : �'��•:•.�: �` � INV N 19.4 TYPE 1 - #77333 - I INV W 18.0 \ INV E 19.4 18" CMP (N) I.E. - 19 TOP 18.21 � ' ���� BOT 18.5 w w INV N 18.0 �- 6'--J'� INV N 14.20 w c> 18" CMP (SE) I.E. = 1 CB -I J' INV W 15.40 cn v BOT 16.9 \ 8" PVC W I.E. = 20. .. TOP 18.09 �� v _ 61 LF 4" PV ® 0.05 ( ) INV W 15.09 INV S 15.10 \ c-o 1 - - - - GENERAL NOTES INV N 14.99 / \ ;:.:: 22.85 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM INV E 14.87- 0� $'�$ - f NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL BOT 14.69 STS ��w' �� x S �Q 0 LF 8" V DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). ��G o 8 DI 8 �1 G �,, CB-690 R 35 C� 2 VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN ti� \ TYPE 650 VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. i �-� \ x / METAL STAIRS TOP=22.85/ SO \ ;:. INV=20.85 1 CW 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS I� 4„ W OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR o ` No. 690A \ : SDC13 669 �UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR LOADING \\ `''= , S� GQF'QCB-OP IIS E8 NOTES \ ::' RIM = 23.5c,o ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY ELEVATOR \ V1INV N ENO 5 48 IA ST CTURE S N . 669 PAINTED OR COATED TO PREVENT EXPOSURE OF THE O ` T \ TYPE 2 - # 7308 C -I-2" .5 GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR \ o Ln INV E 17.90 5 INV W 17.90 18" C P (N I.E. = 7 07-52 TOP 23.8 COMPLETION OF CONSTRUCTION. x \ :•: � � 18" C P (SE) I.E. _ 7 INV NW 20.5 Z \ N ( WALL INV SE 20.4 3. EXISTING UNDERGROUND UTILITY INFORMATION AND TOPOGRAPHIC �S \� 1 BOT 19.7 DATA SHOWN ON PLAN ARE COMPILED FROM SITE SURVEY AND No. 680 AVAILABLE AS -BUILT INFORMATION. THE CONTRACTOR SHALL BE CB -I ASPHALT 0 59-B n S RESPONSIBLE FOR FIELD VERIFYING ALL UTILITIES AND � l TOP 21.95 NEW TYPE I CONNECTION POINTS BEFORE COMMENCING WORK. � C � INV N 17.80 J \ 2" UG 4-66 - 21 FI L I INV S 17.70 �q� \ 2" UG SPARE I V. 2 A No. 6488 1 INV E 17.80 CB II PAVEMENT REMOVAL LIMIT. SEE SHEETS C501-6E THROUGH BOT 16.70 \\� W- F V T 07- 1 C501-6F FOR DETAILS. o B I \ P C ST. 0 5� ' W NW 20.45 VAULT Al , s A CH 22 INV S No. 679 EMH F M E TA CONSTRUCTION NOTES 13.8KV ��� ,� '� ` � 667 BOT 16.70 00 RIM 23.20 ` 1 I No. 657 \ c ` REMOVE AIR VAULT -48 / TOP 2 2.9 3 3.8KV 6� _ ., . -o` No. 661 � PROTECT EXISTING STORM TO REMAIN ASPHALT INV N 17.60 O :i: 54 DI #?..+..? .'':•'.::'::.: NOTE 1 P 23.27 2 INV S 17.60 �.� ° :" ' o PAVEMENT REMOVAL AS REQUIRED TO CONSTRUCT NEW ::ENS 1? °r' :0' ::: ; :; :` �s INV S 17.2 BOLLARDS 4 INV E 21.3 U BIORETENTION CELLS T. () BOT 16.60 �r'. I 9. Q WL 19.1 ��INV W .4 •� o S 20 1� 1 V 13 .8 8 V BOT 15.5 FH35 BOT 20.4 ... . . ....... . ..., ... � :... ,... ,...... .., ....: . , ....., :... � w HYDROBLAST EXISTING PAINT MARKINGS 0 P 3 ..s FH L C w g O i Z O _ 0 0 PIV �4. C/) 4 PROTECT EXISTING DOMESTIC WATER MAIN » 1� 'C W 41 FW FIN SEC39A �H O 1 / .,i 1 No. b� SEC38A » - 6GN ': s a s _ :; _ w 5 PROTECT EXISTING FIRE PROTECTION MAIN - 4' CW - - - 8 CW 8 FW 4» W r, fW i r r• l ° 1-W11 ;: y TOP 23 48 / E : W 480V PWR - - CW -4 �' r , z . l r '" i 1 _ ;, A A - - - -A - - - 480V PWR - 9 l �� CW _ - - 480V PWR l - 1' t�1,480V PWR 6 A ,v c,, rn A a A 1 SEC39 INV N 7 3 z IV ----- o r 6 A B 154 O J• a f. + UGT + UGT - J Lo UGT � � `- •..�, �`:: o 0 1. Ti3Fr :3: 0 0 0 - C 2 . .. PAR .... 4 66 Q o ( 3 2 UG S E � ��� ' ��� x• '.: . 18 RC '> � RE z STS STS 1 - x is S 8 X rn- STS TS x � T S 71 z ...... .......... ......... .......... .......... :'' �. u '} 0 .... ti. U ICI _ N CB , I •'4 0 0 0 U- X TOP U 24.60 0 o 0 - 0 © D' 0 0 o o 0 0 .o ® INV E21.40 <v C)No. 54 INV W 21.40 ; INV S, 0 40 / No 662 ROWS- 10 No. 65 BOT 207.90 �\\ Fl�� 1 .35 / / TOP SDMH 3 64 OP 24 20 RSR W N. 653 T P 24. 0 ; 1, C 6#6, GND NV E 21.8 w INV N 17.3 DI INV N 20.8 I V E 1 .25 TOP 24.24 INV 6" E 20.9 ; / a FL 19.9 z INV w 17.65 3"DRAIN BOT 13.9 FL 17.80 BOT 22.38 _ r r � r r KEY PLAN NO 706C CB-1 -TEL. VAULT RIM=23.20 INV=18.00 III'ill'ill�� 664 U x. ' cr_ SCALE NONE 1-2x2 " PVC 3#6, #6GND N 23.65 19.88 A B C D E F G H J K L r " 19.98 19.93 C10 UP, 19.93 � C11 r C12 \ o C13 ° NO 708E ,r N C15 CB 1 r 1 .8KV C16 W RIM= 80 INV=18.0 r r 13.8 K V C 17 Y r � rr o_ p C18 r � No. C19 O r DI O 1" PVC 3#6, #6GND TOP 23.41 C20 INV E 20.EC21 BOI 20.8 C22 o 010 C24 r r C25 �rr C26 r rr 1' PVC #6, # GND C27 r C28 , r � i C29 r r C30 I r � r R-401421 IN COMPLIANCE WITH CITY OF RENTON STANDARDS i BergerAI3AM CIVIL PERMIT SET DEVELOPMENT ENGINEERING CALL 48 HOURS "� V3 20 0 20 40 Ann Fowler 12/14/2018 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 BERGERABAM DATE 10/22/2018 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: scale feet (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED HL 10/09/18 PARTIAL SITE REMOVAL PLAN C180242 N 10/09/18 N MITIGATION HANGAR C180242 ABAM SPT 10/09/18 J AS -BUILT 4-75 LOADING DOCK MODIFICATIONS 1068510 MJS - 10/27/10 T� SPT 10/09/18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED INCORPORATE JOB W2492141 WS - 04/26/18 K FIRE MAIN REPLACEMENT 11523990 MKA M.J. JONES 06/29/11 ff"A,��® ���`� c°>� APPROVED BY DEPT. DATE ENGINEER 10/09/18 TITLE MITIGATION HANGAR CHECKED C 18E-R C12 F ISSUE FOR CONSTRUCTION J#030198 REI DED 06/04/04 L DRAWING OF RECORD 11523990 M.K.A. M.J. JONES 4/00/12 RENTON A ' TO A ' SITE T� � 31271 ° APPROVED K Iv I Iv J I JOB NO. COMP NO. G DRAWING OF RECORD J#140882 REI DED 12/12/07 M REPLACE FIRE MAIN AND HYDRANT W2544587 KARALUS GAK 05/08/14 Ssi STFR�G C 180242 ONAL 6 APPROVED DWG No. H INSTALL 3 BENCHES 10571988 PJG - 05/04/10 - RENTON ASBUILTS W5365113-34353 KPFF KPFF 01/15/18 CIVIL MASTER SITE RENTON, WA RTN-YD-18E-R