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HomeMy WebLinkAboutR-417738n n V C LLl PROVIDE CONNECTION TO 18" HDPE )C T 1065-18 30" PVC DRAIN W/ SOLID LOCKING LID 24" EX ■■■■■■■■y-■■■■■■■■ \ PROVIDE CONNECTION �TO 30" HDPE 1 1 92 LF 1 LF SDMH TYPE 3 - 54" RIM: 19.09 IN 185592.31 E: 1300202.14 IE (NW) 11.39 (30" HDPE) IE (S) = 12.12 (30" HDPE) 7 M/ 30" PVC DRAIN W/ SOLID LOCKING LID RIM: 18.75 N: 185674.35 E: 1300224.09 IF (E) = 14.65 (12" HOPE) IE (S) = 14.65 (12" HDPE) IE (N) = 14.94 (12" HDPE) IE (W) = 14.65 (18" HDPE) SEE SHEET 30" PVC DRAIN I W/ HERRINGBONE GRATE II PROVIDE 2' SUMP RIM: 18,55 I I N: 185702.35 LI E: 1300332.41 IF (N) = 14.99 (12" HDPE) TI I IE (S) 15.25 (12" HDPE) o-, II I IE (W) 14.99 (12" HDPE) I II I 18.g I i III 112 LF 12" HDPE • I I I • 7T� I • � II I I II I I II I • I II o-j l I • 0- Jl I • o--- I 1110 30" PVC DRAIN W/SOUD LOCKING LID RIM: 18.61 N: 185620.45 E: 1300238.48 I �' IF (W) = 14.93 (12" HOPE) IE (E) = 15.04 (12" HDPE) IE (N) = 14.93 (12" HDPE) I Tjll', bl I� I I G ORE 728-18 I SAFE DRAIN 1_ RIM12 18.45 N: 4.39 31153,2 IF (W) = 15.12 (1Y HDPE) I 15 LF 12"HOPE r�T I MD MD A ' .pa Ma mMJ A A10 MO- - - - - - - - - - - ' n 1 24" PVC DRAIN ' W/ HERRINGBONE GRATE PROVIDE 2' SUMP RIM: 18.65 N: 185602.26 E: 1300358.27 IE (N) = 15.56 (12" HDPE) Ln Cn f g - - - - F] MATCH LINE - FOR CONTINUATION SEE SHEET WSP AC 33301 mn Aveme scum CALL 48 HOURS SURe3003No fe 9B0012Kb BEFORE YOU DIG L: G2Wry, 1- 1-QBB-424-.>JrJ.> FAX: GW6)431-2250 FAX: (i(6)431-E350 SYM RENSION BY APPROVED DATE CRIS APRON R - CENTRAL C180242 ARAM SET 101 REVISION BY I APPROVED I DAZE i L -BOEArw" 1-1 Z 1 � 1 - 1 m 1 � 1 1 1 1 1 1 \ 1 1 3 1 4 1 1 1 1 1 1 3 1 1 1 1 1 1 3 1 1 1 1 1 1 1 � 1 1 1 1 1 1 3 LL Co I,IIIIIIII 1 1 1 1 1 � IIIII... 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 108.9 i 1 S S 1 1 10 0 10 20 n / scale feet / V ACCEPTABILITY JDM 07 09 2' THIS DESIGN Al SIT ET N 07 09 T SPECIFICATION IS APPROVED APPROVED BY I DEPT. 1111DATE JnM OR/n9/ ■ 1 11 1 1 1 1 T GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL / DATUM: NATIONAL CONVERSION VERTICAL DATUM THE NORTH AMERI VERTICAL DATUM CONVERSION: VERTICAL 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 ONANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL / BE PERMANENTLY PAINTED COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. / 3. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS / ELL) COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL C / PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501-1A AND C501-1B. C-D_ 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS CGRADING / Z THROUGH C501-5D FOR PAVEMENT DETAILS AND GRADING / INFORMATION. ? 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6B THROUGH / C501-6V FOR ADDITIONAL STORM SYSTEM IMPROVEMENT DETAILS. IXJ / 6. SEE UTILITY DETAIL PLAN SHEETS M501-IA THROUGH M501 -1D / FOR FIRE WATER SYSTEM IMPROVEMENT DETAIL. / 7. SEE UTILITY PLAN SHEET M501-1A FOR DOMESTIC WATER oEEaUT. 8. SEE MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. E--> SAFE DRAIN PER DETAIL 1 ON SHEET C501-6V ® PIPE CROSSING. SEE SHEET C501-6G FOR PIPE CROSSING TABLE. CONSTRUCTION NOTES J O � PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID PROVIDE STORM DRAINAGE MANHOLE TYPE 3 PROVIDE 30" PVC DRAIN BASIN WITH HERRINGBONE GRATE PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE CC) C F= / Z Gb /-L CIO C11 C12 C13 C14 C15 C16 CI7 CIO C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 [CIVIL PER E STORM DETAILS APRON R - CENTRAL RENTON SITE MASTER < 11 RENTON, ' KEY PLAN SME : NONE R-4177038 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEIELOPMENT johavez 08/25/2021� O C160242UKI(j 07/09/21 W l -6B C38 COMP C 180242 RTN-YD-0501-68