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HomeMy WebLinkAboutzS-4014SetCA BE 1- SYM C A B REVISION MITIGATION HANGAR UPDATED U/G UTILITY MAPPING - DHA, INC. VALVE NO. UPDATE - HGI PROJ# 98-1302 UPDATE APRON SEAMS - DHA, INC. SEPA-DNR-PROP. - RUPERT BY APPROVED DATE C180242 ABAM SPT 10/09/18 SDP DAH 05/01/98 HGI/DED NGC 08/05/98 MJM DAH 08/07/98 #140688 DIED REI 09/17/07 SYM REVISION BY I APPROVED I DATE P. of WA �f ® D ""A//V" �P �1 x 31271 w� ��ssioNaL ACCEPTABILITY IHL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. DATE BEE IAI L SUBTITLE 10/09/18 10/09/18 10/09/18 TITLE CIVIL MASTER PARTIAL SITE UTILITIES PLAN MITIGATION HANGAR RENTON SITE SITE GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = 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 OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-1A THROUGH C501-11D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL. 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. EC>SLOTTED DRAIN PER DETAILS ON SHEET C501-6D CONSTRUCTION NOTES C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE W-401401 S-401401 KEY PLAN SCALE : NONE A B C D E F G H J K L R-401436 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 + SURFACE WATER UTILITY rstraka 12/14/2018 01 ZENT REVISION SYMBOL DATE C180242 C 10/09/18 C11 E C27. JOB NO. COMP NO. C180242 RENTON, WA DWG NO. RTN-YD-11 E Cfl O LO C`7 O O 00 v— X u 00 Q D J MATCH LINE - FOR CONTINUATION SEE SHEET C11 E \\ I 30" HDPE (APRON R) 1083-18 Cw 30" PVC DRAIN W/SOLID LOCKING LID I \\ I \\ � I 15" SLOT DRAIN (APRON R) \\ � I I 30" HDPE (APRON R) I \\ I � � I I I 1095B-18 24" PVC DRAIN W/HERRINGBONE GRATE I � I I I I I I I I I I � I I RpN Ri . 18„ HDpE DPP , . 1082-18 (APRON R) 30" PVC DRAIN \W/SOLID LOCKING LID Q_ -- ---7 30" HDPE (APRON R) O URE 728-18 (APRON R) GR \ SAFE DRAIN ,ZO 1� PROVIDE CONNECTION TO 8" HDPE (APRON R) 0.70% SLOPE 116 LF 8" SLOT DRAIN IE=17.37 SLOPE=0.00% F 1093-18 (APRON R) 30" PVC DRAIN PROVIDE CONNECTION W/SOLID LOCKING LID TO 30" HDPE (APRON R) z y r,� I\ PROVIDE CONNECTION 4 \�\ $ TO 8" HDPE (APRON R) \\ @ 0.80% i 1081-18 (APRON R) 30" PVC DRAIN W/SOLID LOCKING LID 18" HDPE (APRON Ad URE 727-18 (APRON R)_ SAFE DRAIN 1118E-18 24" PVC DRAIN W/ HERRINGBONE GRATE RIM: 19.33 N: 185693.42 E: 1300209.24 IE (N) = 17.37 (8" SLOT DRAIN) 1119A-18 24" PVC DRAIN W/ HERRINGBONE GRATE RIM: 18.08 N: 185670.49 E: 1300215.15 IE (S) = 17.37 (8" SLOT DRAIN) IE (SW) = 15.62 (8" HDPE) 119 LF 8" SLOT DRAIN I E=17.37 SLOPE=0.00% BUILDING 4-87 (PROPOSED) SDCO RIM: 19.32 IE (S) = 15.08 GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = 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 OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR / COMPLETION OF CONSTRUCTION. / 3. SEE SHEET C501-1A THROUGH C501-11D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-51D FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL. 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. �= I SLOTTED DRAIN PER DETAIL 1 ON SHEET C501-6D ® PIPE CROSSING. SEE SHEET C501-6D FOR PIPE CROSSING TABLE. BUILDING 4-81 CONSTRUCTION NOTES I PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID ADJUST EXISTING SANITARY SEWER CLEANOUT TO FINISH GRADE PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE / I I - � 1129A-18 RIM: 19.18 0 0 51 1092-18 4 IE (S) = 15.52 (8" HDPE) N sis 1 M501-1 C IE (E) = 15.60 (8" HDPE) p�- 30" PVC DRAIN is W/SOLID LOCKING LID RIM: 18.95 111913-18 SUM 303/ N: 185592.31 0� 24" PVC DRAIN 1121-18 ° PROVIDE SDCO AT CONNECTION E: 1300202.14 = W HERRINGBONE GRATE RIM: 18.90 / TO ROOF DRAIN LINE / () - 12.49 (30 HDPE) IE (S) = 12.12 (30 HDPE) =o RIM: 18.08 IE S - SEE BUILDING MECHANICAL IE (NW) = 12.12 (30" HDPE) ro N: 185554.83 „ \ 40 LF 8„ SLOT DRAIN PLANS FOR CONTINUATION IE (W) = 12.49 (30 HDPE) IE=16.94 W 4 014 0 2 RIM: 19.34 �- IE (N) 1300244.94 17.37 (8" SLOT DRAIN) IE (N) = 13.90 (12" HDPE) . 11 LF 8" SLOT DRAIN SLOPE=0.00% � IE = � I IE (S) = 14.30 -CW Fw • • IE=16.94 i • SLOPE=0.00% RIM: 18.70 g � � 1127-1S-401402 1120-18 IE (S) = 15.20 (12" HDPE) I FW EIM(Sj 9�56 3.90 (12" HDPE) ` � � � � 00 s EX 492A IE (N) = 12.40 (30" HDPE) ,,G t1'+`_3 2 CO I KEY PLAN CB TYPE 2 - 48" IE (E) = 12.40 (30" HDPE) �.: CAM501-1 C SCALE : NONE 1120A-18 � � 1122-18 HCB- OORIM: 19.42 ©G \ A B C D E F G H J K L RIM: 19.57 IE (E) = 12.70 (12" HDPE) UQ C10 IE (S) = 15.15 (12" HDPE) 0 6» � � IE (S) = 12.60 18 HDPE) � I IE (N) = 15.15 (12 HDPE) " v�W ( C11 IE (E) = 15.15 (12 HDPE) 2 P IE (N) = 12.60 (30" HDPE) v, \ SEX 493B B %' � SDCO IE (W) = 13.60 (18" HDPE)- 1129-18 C12 \ -n RIM: 19.38 \ RIM: 18.70\ `!' C13 ° RIM: 19.04 `'' IE (S) = 15.18 1123-18 IE (S) = 15.38 (12" HDPE) G B g % C14 E (S) = 14.54 (12" HDPE) ` IE (W) = 15.18 RIM: 19.49 IE (N) = 15.38 (8" HDPE) S o IE (E) = 12.65 (18 HDPE) 1128-18 8 w I C15 � x C 0 M P R ES S E D j IE (N) = 12.65 (18" HDPE) qa RIM: 18.86 �w I C16 W "W F\RE AIR BUILDING 1126-18 IE (N) = 15.27 (12" HDPEI) ® C17 : Y RIM: 19.55 IE (W) = 15.28 (12" HDPE)\ C18 ° 0 EX 4868 IE (S) = 14.95 (12" EX CON1132-18 C19 C) � U' RIM: 19.22 ` o ° SV 1- 1130-18 IE (E) = 14.94 (12 HDPE) RIM: 19.31 \ \ IE (N) = 13.96 (24" EX HDPE) G ® � \ � �� � IE (N) = 14.94 (12" HDPE) RIM: 19.02 \. IE (W) = 13.08 (12" HDPE) I C20 0 IE (S) = 13.96 (24" EX HDPE) 1120B-18 B ° IE (S) = 12.90 (12" HDPE) RIM: 19.79 v IE (W) = 14.94 (18 HDPE) IE (W) - 12.90 (12" HDPE) IE (S) = 15.19 (10 EX CONC) I C21 �,\ i IE (N) = 15.19 (10" EX CONC) C22 IE (S) = 17.29 (12 , DI) r'� , IE (W) = 16.69 (12" HDPE) ° co C23 g \ \ ` o / ° B IE (E) = 16.69 (12" HDPE) SV 2 \O \ pBo C24 ° 1 O,rp EX 49OC-14 SDCO ° ° , . $C0 / I C25 � 1131-18 -� S I C26 °' BUILDING 4- 20 X'_ o B B °B RIM: 19.21 �' RIM: 19.89 0 -�' v 1124-18 RIM: 18.851 cn IE (N) = 14.41 (12 HDPE) IE (E) = 16.68z �� " -� IE (E) = 12.95 (12" HDPE), C27 B » /�,, IE (Wj9_3512.70 (18 HDPE) IE (N) = 12.95 (12" HDPE) C28 g � o IE (S) = 13.66 (12 EX HDPE) IE (N) = 16.68 � - „ IE (SW) = 16.50 (6' EX DI) IE (S) = 13.94 (15" EX CONC) EXCB 462-1 B o ° VDCO c0 �, C29 °B ° N RIM: 19.69 \ 1125-18 B RIM: 18.60 I C30 o -� B IE (S) = 15.39 (12" EX DI) -n 11 ° B IE (W) = 16.68 RIM: 19.71„ \ 44 TS „ .� B - Co IE (N) = 16.68 IE (E) = 14.38 (18" HDPE) ' 248 ° ° IE (N) = 15.39 (12 EX DI) 6„ F\R� R-401437 B co �� �' IE (SW) = 13.13 (12" HDPE) Mw \\ 0 un ° IE (N) = 13.13 (18" HDPE) - B - - - - - - - - - - - - - - - - - - - - - - - - - - IN COMPLIANCE WITH CITY OF RENTON STANDARDS MATCH LINE - FOR CONTINUATION SEE SHEET C13E CIVIL PERMIT SET QJ, I3er erAI3AM DEVELOPMENT ENGINEERING +CALL 48 HOURS �20 0 20 40 V3 n Ann Fowler 12/14/2018 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 scale feet SU FACEtraka WATER 12/14/2 18 ,} (206) 431-2300 Fax:(206) 431-2250 rstraka 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 J 10/09/18 J MITIGATION HANGAR C180242 ABAM SPT 10/09/18 E VPAL REMOVAL PACKAGE W1608724 TGS ABAM 04/01/13 T� SPT 10/09/18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED UPDATED U/G UTILITY MAPPING - DHA, INC. JGC DAH 04/11/14 F ADDENDA DOCUMENT SET W1608724 TGS ABAM 04/21/13 ® ���`� c°>� APPROVED BY DEPT. DATE ENGINEER 10/09/18 TITLE MITIGATION HANGAR - CHECKED C12E C28 B UPDATE APRON SEAMS DHA, INC. MJM DAH 08/07/98 G VPAL: REMOVAL DOCUMENT SET ADDENDA II W1608724 TGS ABAM 06/20/13 w� RENTON SITE �� 31271 �° �� APPROVED RENTON I Iv J I JOB NO. COMP NO. C BRACED FRAME 556768-01 MKA DKB 11/17/08 H VPAL: V2 REMOVAL RFI-0013 W1608724 TGS ABAM 07/15/13 SSIGISTCR�G C180242 ONAL 6 D 4-81 WEST TWR - ISSUE FOR CONSTR- RUPERT #12385488 DED REI 04/13/12 1 1 CABJFC SET W1992439 TGS ABAM 04/11/14 APPROVED CIVIL MASTER SITE RENTON, WA Dwc No. RTN-YD-12E -- -- -- ----7- 0B B MATCH LINE - FOR CONTINUATION SEE SHEET C12E GENERAL NOTES I o I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I O 0B B 0B B O 0B B 0B B O 0B B O 0B B O 0B B O 0B B O 0B B 3 i BergerABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY L MITIGATION HANGAR C180242 ABAM K CONCRETE AND ASPHALT REPAIR W4282795 ABAM - RENTON AS-BUILTS W5365113-34353 KPFF D AS -BUILD REV C J.ANDRE E 4-81 WEST TWR - ISSUE FOR CONSTR- RUPERT #12385488 DED BUILDING 4-20 MATCH LINE FOR CONTINUATION SEE SHEET C14E APPROVED DATE SYM I REVISION BY APPROVED DATE SPT 10/09/18 F VPAL REMOVAL PACKAGE W1608724 TGS ABAM 04/01/13 12/01/17 G ADDENDA DOCUMENT SET W1608724 TGS ABAM 04/21/13 KPFF 01/15/18 H VPAL: REMOVAL DOCUMENT SET ADDENDA II W1608724 TGS ABAM 06/20/13 JA 02/15/10 1 VPAL: V2 REMOVAL RFI-0013 W1608724 TGS ABAM 07/15/13 REI 04/13/12 J CABJFC SET W1992439 TGS ABAM 04/11/14 P. of WA �f x 31271 w� ��ssioNaL BUILDING 4-81 I I I I J I I \ S 420 F\Rw I (S) = 16.97 (8" DI) IE (W) = 16.96 (8" DI) I � I V3 DESIGN BY: BERGERABAM DATE 20 10/22/2018 scale 0 20 40 feet ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE 10 09 18 SUBTITLE PARTIAL SITE UTILITIES PLAN CHL HECKED SPT 10 09 18ENGINEER BEE 10 09 18 TITLE MITIGATION HANGAR APPROVED BY DEPT. DATE 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = 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 OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-1A THROUGH C501-11D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-51D FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL. 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT IMPROVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 W-401403 S-401403 KEY PLAN SCALE : NONE A B C D E F G H J K L R-401438 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 + SURFACE WATER UTILITY rstraka 12/14/2018 V�ji � CHECKED APPROVED RENTON SITE JOB NO. APPROVED CIVIL MASTER SITE RENTON, WA DWG N0. C'I80242 " ""' L 10/09/ 18 C13E C29- COMP NO. C180242 RTN—YD-13E BUILDING 4-20 DOOK v DO OR 16F� P 1 I P ER -3 U LT 474A-18 RIM: 19.42 IE (E) = 16.74 (8" DI) I F, i ARAAinnn, BUILDING 4-17 � � 11 GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = 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 OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-1A THROUGH C501-11D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL. 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT IMPROVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. ' � � �� � \� W-401404 \\ 1 I �1 \\ S-401404 \\\ ° C I 4 0+ \ 32.E3 cow KEY PLAN � \\ „�. / � SCALE NONE \ C3 N N N \�� \ \\ / SPN A B C D E F G H J K L I S SAN C 1017, I SAN C11 F C12 o \ C\N c> C 13 ° C14 R A9� O C \ \�\ Ln a = e I SPN D00 \\J�'11 C15 1 ° ° 2 � W o® \ G C16 - SP C17 Y "G C18 Ln C 19 0 TMH — _ 52.1 I C20 0 SPN SV g / '\ RIM 20.3 F� I C21 5 Q .4 3� 4q8 C22 UTILITY MH C23 0 �� SV 5 \ \ \ W C24 C25 � C26 J C27 _ \\\ C28 C29 C30 Ln , R-401439 — QOOR21 \�\' z -- -- — — — — — — — — — — — — — — — — — — — — — — — — — — — IN COMPLIANCE WITH CITY OF RENTON STANDARDS iBergerABAM CIVIL PERMIT SET DEVELOPMENT ENGINEERING + CALL 48 HOURS �� 20 0 20 40 V3 ^ I 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 URFACEFrstraka TER R2018Y (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 12/14/ DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS ACCEPTABILITY CHECKED 10/09/18 PARTIAL SITE UTILITIES PLAN C180242 J 10/09/18 J MITIGATION HANGAR C180242 ABAM SPT 10/09/18 D REMOVE 4-404 TRLR & UPGRADE PAINT LINES J.ANDRE 04/08/10 T� CPT 10/09/18 SHEET w of WAsx�� o SPECIFICATION IS APPROVED I CONCRETE AND ASPHALT REPAIR W4282795 ABAM 12/01/17 E REPLACE UNDGRND CHILLED WATER LINES TO 4-21 W1716695 ABAM 09/20/13 ff"A,��® ���`� c°>� APPROVED BY DEPT. DATE ENGINEER 10 09 18 TITLE MITIGATION HANGAR CHECKED C14E C30 INCORPORATE REV I TO DRAWING WS DBS 02/08/18 G PARTS MOVEMENT ROAD RECORD W1855883 ABAM 04/03/15 w� RENTON SITE sSTViV- APPROVED K Iv I N J I JOB NO. COMP NO. B INSTALL V8 FEEDER 351461-001 JA/LK REI 05/15/00 H 737 MAX DUCT BANK — RECORD W1759198 ABAM 04/15/15 Ssi STFR�G C 180242 ONAL 6 C SITE ADA UPGRADES #7301156.00 DLR GROUP LS 08/30/01 — RENTON AS—BUILTS W5365113-34353 KPFF KPFF 01/15/18 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN—YD-14E C-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 I � 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 . • 1 - .. II II WMH I I I I III 00 I I•) I 3 � I I 35 -12" I I N 12 ®0.% 42 LF-12" -12 ® 0.5% ' NO TOP A INV .31 BOT 19.7 I I W I I VL T � STS I I II I I o I I I 1 I I I I 1 � I �I - - U wSISI' l w 181 LF 8 HDPE - 61 PI 1 I I z 81 LF 8" HDPE O < I I z i z CO j I it of 1 � I I CD I I I I IIII � z l I I II i = 81 LF 8" HDPE Q I I �I x I ilil 2 I I � I I III IrJ ... _ loll Il1l111 • : 11 „ • ' Ili%� i i1 oil ■v - I �51 POIWER C.�THODIC ILI I� I I I I . 118" Sd CD o I � I I I o I I I � LUIq I I I I zl� I I I N I i T. X HPW � I � I 11, PIV 3" PVC DRAIN OWER AND TIE LINE IN O PIV IN CASING O PIV (2)WMH RIM 27.2 �I I I �- -Z I I I I T I I - QII I N I I I z I I _T �� I M I I I w I I = III I I I > I I I M: I Ij<I II I I I IQ I I =I SCV �� I i i II i I i � I j XiI I j o ul I I I IPIV N III VLT SCV II I I I I i I i1� I I I C I I I I WV III' i I I > FH I Ilc� I I I I I l a l w I 0 > I I o II I I I VLT t o IN N j _ Z w II I I I I IN I m lU o I�y I I I I I I I N�o If I I I I I to I III I I I I I I I I I I I Oil J I I x l I VLT I I I I SCV q o I 1 24" SDI I l i I I I 672C . 18 1 NIL I` III CB TYPE 1 W/BEEHIVE GRATE I 11 RIM: 23.20 I I N: 183383.74 _ �I 1 90 LF 8" HDPE E: 1300585.93 _ o I I I I I I IE (W) = 20.26 (8" HDPE) I c IE (S) = 20.26 (6" UNDERDRAIN) z I I cn MATCH LINE - FOR CONTINUATION SEE SHEET C18F 1 I II I i i 111� I � I I Cq III 1 � i I I I III mmomm ■■MO.. E 1 W/BEEHIVE GRATE--ml. o c�- �1; •• �Ililonil�l�: 1 : HDPE, IE (N) = 20.53 (6" UNDERDRAIN) iI I 2 CV U cV No. 535 DI TOP 24.93 No. 537 No. 536 - SDMH-G-48 TOP 25.13 RIM 25.24 INV NW 21.59 INV SW 21.64 INV E 20.34 INV N 20.4 INV S 20.4 BOT 18.9 11II � 673B-18 1 CB TYPE 1 W/BEEHIVE GRATE RIM: 23.00 N: 183433.30 E: 1300548.30 IE (W) = 19.99 (12" HDPE) IE (N) = 20.25 (6" UNDERDRAIN) I x i ber erAI3AM �� CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE M MITIGATION HANGAR C180242 ABAM SPT 10/09/18 F D-35 ENTRANCE J#140882 REI DED 12/12/07 BOE,AV" 0 N MITIGATION HANGAR - CITY OF RENTON COMMENTS C180242 ABAM SPT 10/19/18 G DRAWING OF RECORD J#140882 REI DED 12/12/07 B PARKING LOT 15 REI DED 03/12/04 H UPGRADE 20 SCALE SITE PLANS (DHA 09-1637) 9488981 AAC DAH 04/30/10 E LOT RECONFIGURATION J#031098 REI DED 10/11/06 J GATE D-35 AND BADGE OFFICE -RECORD W1855850 ABAM 11/30/14 D DRAWING OF RECORD J#031098 REI I DED 1 11/04/04 K PED PATHS & PARKING - RECORD W2651523 ABAM 1 05/01/15 III UGP GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = 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 OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-1A THROUGH C501-1D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. X 1 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A X THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL. 1 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. 8. ALUMINUM DRAINAGE FLAP GATE SHALL BE WATERMAN INDUSTRIES AF-41 TYPE 6 SPIGOT FOR HDPE AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. 9. NEW TYPE 1 IS IN BIORETENTION CELLS SHALL BE PER CITY OF RENTON STANDARD PLAN 200. AIRCRAFT RATED STRUCTURES ARE NOT REQUIRED. 10. FRAME AND BEEHIVE GRATE SHALL BE OLYMPIC FOUNDRY TYPE 1 SM60 AND SM60BH OR APPROVED EQUAL. I 11. SEE SHEET C501-6Q FOR EXISTING PAVEMENT GRADE DETAILS X AT BIORETENTION CELLS. BIORETENTION CELL PER DETAIL 1 ON SHEET C501-6E I 2> BIORETENTION CELL PER DETAIL 1 ON SHEET C501-6F CONSTRUCTION NOTES N 70i PROVIDE STORM DRAINAGE CATCH BASIN TYPE 1 WITH 1 BEEHIVE GRATE PROVIDE 4" WIDE WHITE LINE FOR NEW 23'x9' PARALLEL PARKING STALL W-401407 L I S-401407 I KEY PLAN SCALE : NONE A B C D E F G H J K L I C10 C11 C12 C13 C14 C15 C16 D C17 C18 C19 C20 PILE I C21 C22 O C23 C24 C25 C26 L E C27 C28 C29 C30 CIVIL PERMIT SET V3 20 0 20 40 DESIGN BY: BERGERABAM DATE 10/22/2018 scale feet DRAWN DATE SUBTITLE ACCEPTABILITY CHL HECKED 10 09 18 THIS DESIGN AND/OR PARTIAL SITE UTILITIES PLAN SPECIFICATION IS APPROVED SPT 10 09 18ENGINEER TITLE MITIGATION HANGAR APPROVED BY DEPT. DATE BEE 10 09 18 CHECKED APPROVED RENTON SITE APPROVED CIVIL MASTER SITE R-401442 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 0 SURFACE WATER UTILITY rstraka 12/14/2018 CURRENT REVISION C180242 SYMBOL N DATE 10/19/18 SHEET C 17 F C33 JOB NO. C180242 COMP NO. RENTON, WA[6WG__N_0. RTN-YD-17F MATCH 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 I • • l • ' •• •■ NOME 26.5 INV SW 2 MH • , , �1 IMH B113. .. rl���r� .. �i■I � ' Inl�■ r II'� .����'�I��R- �■JI����[ � �l.r'f••�I�I®�� (1 �I��c���11.�j� � �iii•aw � . 11 �..��o/��� ::..ar.■���■ir���7.��1/ .u.nww.��i ,L!s:�i��.rw.�.n 1'I �I��I� f�71■�� � I t� !I : : � II `-!YID � �� _fie � __.�� _ I_:ar� ii.-i-e�:r. •rs�e.w�■w� ��i��� 17 �m1l=mp ���•►7.191ur�� / • i � 11 � l� j -iii��=w�-1(■�i07�:� ���ca��'_� ocug�!,_,II�����I■w•■w+a _ ■•ne.eu-r.�l"�_!�!!�!�� ��:C�/ � RIM 27.1 J ` • 1 p_� • UGT(STILL ACTIVE) • 1�INV E 20.13" • �,� I RIM 26.00 ! �d. � II it -Q '��/� .�� \ ►I•►ti�` � � 'i . . INV N 20.90 , • /. d/ �(rV� ► y.► ��-'� ✓n�� ` � •� /di 1�LL-Y r, [�i/d o ..� ao •r:��� y���.. , � .,� . v�'� ► ► �rS v♦ ..%' - •T n r ,. 1�/ +.4 ✓t�. ► 7 AID/[:I/l.!/�%ry�`,�.I/A4��N�%�il�:�r aa'1la!-. j ). `'►ii.�r�i.►i�i �: .�i�i_►I `� `� • • • .• .• 1 ,, Jl�r� i��dt l��►�� r�I ���!�)`� "'•', `�'• i�i �e�•!�f ;:!�� i, �t�•.. - - e <.��i-.. �'.:!1„�1����'.'v �i�►�i `,�•�/ - • ■ J®..�O �i�I�j i°��.�I�• •JI1.1 • p��1 - t �i-.'. ♦ '� �.� Vie, z� •qi i. �A/.r.A� •� : • ■• 1 • G • , i ��Ia•�;. �I� ,�: inU�. ��� G���r•��I►�♦ Iri ��•'•ly:. ������ /��i.'On ai l ��j��•��.. ���0 �•. �I ��_ E ���Ir . II �'r� 1�r y;► Kw' un ►y♦ ♦�i�:A�`���1�1�j��..�: oua •• ' ® l S_� _`'_ .� ice'. -t __-_ i��._-:.-=rY:"•' �'I��_i_ , , / � I � � � '�!�)I�!��•a��vli.A ��V%/''*.p .�I rlra�fiS--,, �1�1/- ► �/ %�t, -:. ■� - ,,,��►�_ ------------- STS _ I► e i,. �. �N,,w�, . �� ., - ,off;,, .y.., ■ _,n ` ,r � � ' ;I" ` \ . 1 r . � � � i1 •�w�!���� �.► (A���A 4:''r(�6i)���, ��r��+�j' �.�•'� i': (I I II • ��� �► , Ij (� 1(i 540 TOP 26.3 • I - : �; �. � : . �� 1 I OVER Il�f I : ��. i• : �_��� i 1� �� - 9 (pmi►�T�I•"I �Ii ��� ■ ■ fir.. ��:lill��� RN,i - •T--P�.,,h,�:•j• .11,�,• r.�� • �fi•g;`Irh.A•.I�^ • ■® ' i%j/��i�`ijt{►�i Ij'•�►�/i'.'" ''\/ifl► �a�IILi/1!i%' ■■■�' ■ IIIIl. �� .,,gip►...,-:.;•�l►,►�/ ®�I/® {%.�•��►� � �r � ��5�� L'_SUBSTATIO � II�;i ��►✓�li•III � �I I� fS 8' C III TMH RIM 6 3 WIN I ►_ 1►11:/ r_ 11 1 MH GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = 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 .5 I BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 2" 3. SEE SHEET C501-1A THROUGH C501-11D FOR LEGEND, 4 ABBREVIATIONS, AND GENERAL NOTES. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL PILE AND GRADING INFORMATION. 3 8.8 5 C501ST STORM DRAINAGE OR STORM SYSTEMIMPLAN SHEETS ROVEMENTMPROVE ENTCDEETAI . THROUGH X I 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 26.3 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. No. 360 DI 8• ALUMINUM DRAINAGE FLAP GATE SHALL BE WATERMAN "01-69 - I INDUSTRIES AF-41 TYPE 6 SPIGOT FOR HDPE AND SHALL BE 26.4t TOP 26.2Ek I INSTALLED PER MANUFACTURER'S RECOMMENDATION. INV N 24.2 INV N 24.10 ACT 24.2 BOT 24.10 9. NEW TYPE 1 CB'S IN BIORETENTION CELLS SHALL BE PER CITY 2 LOGGED OF RENTON STANDARD PLAN 200. AIRCRAFT RATED STRUCTURES X ABANDONDED ARE NOT REQUIRED. TELEPHONE CONDUIT MISSION 10. FRAME AND BEEHIVE GRATE SHALL BE OLYMPIC FOUNDRY TYPE - - - - - SM60 AND SM60BH OR APPROVED EQUAL. 1-� RJR FW �MA- & 11. SEE SHEET C501-6Q FOR EXISTING PAVEMENT GRADE DETAILS A AT BIORETENTION CELLS. IWFM Ff IN => BIORETENTION CELL PER DETAIL 1 ON SHEET C501-6E .1 �ER, TY BIORETENTION CELL PER DETAIL 3 ON SHEET C501 -6F 1IVER, ;r �• It = -�1 rTYP CONSTRUCTION NOTES &'PAP PROVIDE STORM DRAINAGE CATCH BASIN TYPE 1 WITH BEEHIVE GRATE PROVIDE 4" WIDE WHITE LINE FOR NEW 23'x9' PARALLEL PARKING STALL AM-.I� •-.�I RUN COMPACT an :. ���i��'ill , +' .� III . • • • .. -401409 k, IS III • . • I •• 1*.'°� r�;!;;ti�:,=�/.-��1INV SW 23IW -p -•• ► r► %dll 1 - �, 1 • ( W ICI � II � l� Q TEL. VAULlI ❑ 1 ABA w r N PSQ�P� MH 15 4-74 BRUSH IF IF11,8PUFA 0 SCALE NONE 1• ■ 4.1N. - ; ': IIIIIIIIIIIII 1111111111111 `I`I`�'�'� `�,,A B C 1 � v6u C12 ,�:,► ,.! (IIIIIIIIIIIII IIIIIIIIIIII 1 1111111111111 IIIIIIIIIIIII IC - o �� r.0 C1 in �� ° / IIIIIIIIIIIII 1111111111111PAP .� - a� • „;� ,f 111111111 I I I I I I I I I I I IIIIIIIIIIIII 1111111111111 ,�IIIIIIIIIIIII CB-ISIC; , ;•�,%'+•,�/ i.� .1�►�i �;� i►I1�.•�. ►!sIV I p i• o ( ►; ��!' . Mil • ., (III �' 11111 Iw�i { "�'► 111 IIIIIIII t- �... IIIIIIIIIIIII r,�:� VAr ho +SA C26 ,�; ail I 1 306A ���� )�.QII; �ll NO 294A • ,�.,���' �_ IIIIIIIIIIIII .' IIIIIIII �■���"- . IIIII . • , if;� ,��; ... 11 1111111111111 � ' • . .� i ,;;,�;�IRRIGATION IIIIII�III��.� , �F. f/_■1'11 .. i /®'� ��'fir'"'� •INICK G- •UNDCOVER, 27.70 -401444 .,/i J. BergerABAM CALL 48 HOURS �� B O 0 R E YOU DIG 33301 9th Avenue South, Suite 300 1-�00-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 M sQ REVISION APPROVED DATE sM APPROVED MITIGATION HANGAR C180242 ABAM SPT 10/09/18 L UPGRADE 20 SCALE SITE PLANS (DHA 09-1737) 9488981 AAC DAHD 04/30/10 R MITIGATION HANGAR - CITY OF RENTON COMMENTS C180242 ABAM SPT 10/19/18 M RECORD DRAWING PARKING LOT 20 RFI 14 J#120147 DED REI 05/08/13 H DRAWING OF RECORD J#030198 REI DED 11/04/04 N PED PATHS & PARKING -RECORD W1759198 ABAM 05/01/15 J RECORD DRAWING - 10-80/-90 DEMO HGI/ROG DAH 07/20/07 P 737 MAX DUCT BANK - RECORD W1759198 ABAM 10/31/15 K RECORD DRAWING - REMOVE DOMESTIC & FP WATER HGI I - 12/15/08 E I PARKING LOT 15,16, & 17 J#130306 REI DED 09/30/03 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CIVILPERMIT SET DEVELOPMENT ENGINEERING 0 V3 20 0 20 40 Ann Fowler 12/14/2018 N DESIGN BY: BERGERABAM DATE 10/22/2018 scale feet SURFACE WATER UTILITY rstraka 12/14/2018 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY HL 10 09 18 PARTIAL SITE UTILITIES PLAN C180242 R 10/19/18 WP• T THIS DESIGN AND/OR CHECKED �,���'� SPECIFICATION IS APPROVED ESHI NGINEER 10 09 18 TITLE SHEET APPROVED BY DEPT. DATE BEE 10 09 18 MITIGATION HANGAR CHECKED Cj 18 F C35 31271 ww RENTON N TO N SITE JOB N0. COMP N0. ��ss�oNAL APPROVED C 180242 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN-YD-18F