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HomeMy WebLinkAboutW-401408MATCH LINE - FOR CONTINUATION SEE SHEET C17E - - J - - 22.88 - - x - „ r -�-� ,� �I - - -� GENERAL NOTES 5'GMP 4 \ 671 29 LF 12 HDPE I I I I 61 1 \ 1 I \' I I, i I 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, \ EX CB TYPE 1 L \\ I I I NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL \ RIM: 22.72 DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). \ N: 183326.82 2 671A-18 \ul I VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN \ E: 1300441.96 CB TYPE 1 -JC, - VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. � IE (N) = 19.56 (18" EX CMP) W/ BEEHIVE GRATE I 4-75 o cp; cn CONC IE (S) = 19.53 (18" EX CMP) RIM: 22.40 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, o Ln -IE E = 19.56 12" HDPE N: 183321.41 No I COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY LANDING z \ () ( ) E: 1300470.57 34 LF 8 HDPE -I B 670 EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL �+ IE (E) = 19.61 (8" HDPE) 0 - = 22;65 I GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL ASPHALT � TOP 2.6X 1.7 INNER DIME BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE CONC STAIRS \ IE (W) = 19.62 (12 HDPE) 19 - #77333 1 \ IE (N) - 19.69 (6" UNDERDRAIN) x 3 INV E 19 4 TYP OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR - 18" 4 I.E. = 19 COMPLETION OF CONSTRUCTION. •'J• • � BOT 18. 18" CMP (SE) I.E. = 1 PVC W I.E. = 20. 3. SEE SHEET C501-1A THROUGH C501-1D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. 22.85 a1C rv� 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A STS I THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL STS ' �� x 2 671 B-18 I I AND GRADING INFORMATION. &�G 8 DI CB TYPE 1 \ \ W/BEEHIVE GRATE I 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH r, RIM: 22.70 I C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL. METAL STAIRS � S I p \ N: 183321.36 \ I A„ E: 1300504.83 46 LF 12"HDPE CW 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D p ` \ IE (E) = 19.78 (8 HDPE) SDCB 69 FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. LOADING \ �'= SAS " RI = 23.5 C' 1 \ , GQF.e \ IE (W) = 19.78 (8 HDPE) IA ST CTURE 'O N • 6 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT ELEVATOR \ N 1 5 IE (N) = 19.95 (6 UNDERDRAIN) - - 1-2x .5 T \ TYPE 2 - # 7308 >, FEATURES, AND SIGN IMPROVEMENT DETAIL. \ o Lp 18" C P (N I.E. = 7 07-52 18 C P SE I.E. = 7 59 LF 8" HDPE 8. ALUMINUM DRAINAGE FLAP GATE SHALL BE WATERMAN �^ \ ( ) IIVV NW LU.O x INDUSTRIES AF-41 TYPE 6 SPIGOT FOR HDPE AND SHALL BE WALL INV SE 20.4 1 INSTALLED PER MANUFACTURER'S RECOMMENDATION. 2 670A-18► 3 S��BOT 19.7 1 ' ASPHALT 1 670 CB TYPE 1 S 9. NEW TYPE 1 CBS IN BIORETENTION CELLS SHALL BE PER CITY • CB BEEHIVE GRATE OF RENTON STANDARD PLAN 200. AIRCRAFT RATED STRUCTURES EX CB TYPE 1L ARE NOT REQUIRED. ��J \ RIM: 22.57 2" UG SPARE RIM: 22.68 ilN: 183273.37 No. 68 ��• \ N. 183268.50 • _ 10. FRAME AND BEEHIVE GRATE SHALL BE OLYMPIC FOUNDRY TYPE \ E: 1300442.36 �E: 1300487.87 CB II 48 \� IE (N) - 19.35 (18" EX CMP) IE (E) = 19.44 (8 HDPE) 07- 1 J SM60 AND SM60BH OR APPROVED EQUAL. c I \ IE (SE) = 19.32 (18" EX CMP) IE (W) 19.44 (12" HDPE) � NW 20.45 11. SEE SHEET C501-6Q FOR EXISTING PAVEMENT GRADE DETAILS IE (E) = 19.35 (12 HDPE) I I IE (S)= 1=82 (6 UNDERDRAIN) AT BIORETENTION CELLS. 13.8KV 00 x ` BOT 16.70 / 1 I \ ` / 1 BIORETENTION CELL PER DETAIL 1 ON SHEET C501-6E 3.8KV 6 0 ASPHALT J:... w / 00 _ 0 2 BIORETENTION CELL PER DETAIL 4 ON SHEET C501 6E 1 I L �! BOLLARDS 4 � U () r'. 1 I .�3 t• 1 V NIEL13 .8K V 3 BIORETENTION CELL PER DETAIL 2 ON SHEET C501 6F FH35 P 0 LLJ FH L C w w 4 BIORETENTION CELL PER DETAIL 3 ON SHEET C501-6F 0 0 PIV i �4 " n o 0 C / W 41 F W FW SEC39A � 0 �H 1 / 1 s JE` AN, 6GN SEC38A " " - 4- - CW r' x CONSTRUCTION NOTES 480V PWR - -CW 4 8 CW 8 FW 4„ W r faN FW F - - - - - / 1 Iw A A - 480V PWR 9 CW - - - - - - Cn 6 A A A a r - - - 480V PWR - /-480V PWR c� - ,� , ._ ..5 :''' A J l SEC39 CORE DRILL AND CONNECT NEW STORM PIPE TO EXISTING o ::: •: ....: ,... VAt 6 A f •� O STRUCTURE AND PROVIDE ALUMINUM FLAP GATE AT NEW LL J• � a + UGT + UGT - J UGT :., .� � ... ..:. _ , ,..:., -: � :..-a.. .> :< :.:• .:��.' .•.�..ti.;_..: ,� ..•....,•:..': o o .. ...... • .1.... _..: >., . ••„ . PIPE CONNECTION 0 0 o - p Q PAR 4 66 o ( 3 2 UG SPARE x• LI •f z 2 PROVIDE STORM DRAINAGE CATCH BASIN TYPE 1 WITH STS - » STS 1 - x S 8 rn_ STS TS BEEHIVE GRATE X r. 18 � x T � S i z :::,;... �. 0 .......... PROVIDE 4 WI WHIT IN FOR PARKIN TA FOR NEW .......... ..... ......... .......... ......... ..... ......... ..... .. ......... ... ti, ,f< U 3 0 DE DE E LINE O G STALL 0 E ..fY �I,vr v 7v .� r,•• �,r .•t •. / 9 x20 PARKING STALL 0 0 0 0 o 0 0 0 o ® n= (n O No. 54 / INV S, 0 40 / No 662 N w SDMH ROWS- 10 No. 65 � / �\\\ Fl�' 1 .35 / TOP 3.64 1 OP 2120 M RSR W T P 24.60 ; 1, C 6#6, GND NV E 21.8 Iw I I I V EN,�17.3 INV N 20.8 /� , FL 19.9 z W-401408 INV W 17.65 NV 6 E 17.8 \ eor 13.9 FL 17.80 S-401408 r, KEY PLAN cr :z,• } cr SCALE NONE `moo i " PVC 3#6, #6GND A B C D E F G H J K L moo\ r 1 C10 ® r/ o 1 r UP, C11 r �r r' C 12 \ o T•' •f �/ � C C13 ° U C14A_ n - a N r I C 15 .8KV I C16 r r r r rrr moo\ i r r ti: f 1" PVC 3#6, # r , r � r r r r r o � C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 r I C30 �� r ,� R-401443 -. - - - - - GOMRLIA CZ-\AATH-CIT-Y-OF Q,�^ITn STAAIDAR S iBergerABAM CIVIL PERMIT SET DEVELOPMENT ENGINEERING + 40 20 0 20 ALL 48 HOURS V3 Ann Fowler 12/14/2018 t E F O R E YOU DIG 33301 9th Avenue South, Suite 300 N 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 Scale feet Frstraka URFACE WATER UTILITY (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 O 10/19/18 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 0 MITIGATION HANGAR - CITY OF RENTON COMMENTS C180242 ABAM SPT 10/19/18 K FIRE MAIN REPLACEMENT 11523990 MKA M.J. JONES 06/29/11 ® ���`� c°>� APPROVED BY DEPT. DATE ENGINEER 10 09 18 TITLE MITIGATION HANGAR C34 CHECKED C18E 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 ,� w� 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 olSTf AL �G C 180242 AL 6 H INSTALL 3 BENCHES 10571988 PJG - 05/04/10 - RENTON ASBUILTS W5365113-34353 KPFF KPFF 01/15/18 APPROVED CIVIL MASTER SITE RENTON, NIA DWG NO. RTN-YD-18E 010 13.8KV