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HomeMy WebLinkAboutW-401402MATCH 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