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HomeMy WebLinkAboutD-269201w 0 0 rr� 0 69 m ICAIE W FEET J t P J 1 EAIENT ht tY I I'll �jlff {1 t pJ I Uy '` -/'Sh E80 443: LJ Eaa I-1 L4 80UTiBOUNO NO6 [ 5 M 30 E9t� 2 °SEE NOTE 6 4 a9' /� NORIHBO�SN e� t SEE ENLARGEMENT SHEET DRA612 THIS AREA i 1❑ CONNECT NEW PIPE TO EXISTING © REPLACE EIGSTING GRATE WITH SOLID COVER DRAINAGE STRUCTURE. ORATE INLET TYPE 2 AND ADJUST TO FINISHED GRADE. LEGEND O REPLACE EXISTING ORATE WITH VANED ❑T EUNWW D�MIIRAGE STRUCTURE AND - t :.'* E%ISTING ` PROPOSED ORATE AS PER STD PLAN 8430.]600 CLEANOUT F CORRECT 72. � -� --'- -M—ST— AND ADJUST TO FINISHED GMDE. ❑S INSTALL UNDERDfU NS AND CONNECT TO ® S ABANDON EXISTING DRAINAGE STRUCTURE, DRAIMGE STRUCTURES PER DETAIL 1 -405 PER SECTION 7#3(2)01` WE STANDARD .a —M— SHEETS DRD409 AND D 14 T 4TI//ww n.�,. SPEGFICATONS. 1 - -- ABANDON AND FILL MIMING DRAINAGE JONalk ❑4 REMOVE UNITING DRAINAGE STRUCTURE GRd PIPE PER TECHNICAL SPECIFICATIONS. DRAINAGE CULVERT SEE NOTE 14 ON SHEET DRO . 10 CONNECT EXISTING PIPE TO NEW INLET. y� Ey © END ESTEEM PIPE AS NECESSARY TO CONNECT SHEET D 11 THIS AREA Itf '+T MOVING PIPE TO NEW DRAINAGE STRUCTURE. WIT1 - -- e� At Aft Sir In .. '..... E1G �' ..+ SEE -� (,M', THI@ STRUCTURE w 0 0 rr� 0 69 m ICAIE W FEET J t P J 1 EAIENT ht tY I I'll �jlff {1 t pJ I Uy '` -/'Sh E80 443: LJ Eaa I-1 L4 80UTiBOUNO NO6 [ 5 M 30 E9t� 2 °SEE NOTE 6 4 a9' /� NORIHBO�SN e� t SEE ENLARGEMENT SHEET DRA612 THIS AREA i •�f SF I 79 .: m ORATE INLET TYPE 2 LEGEND _ 0 - Eafi 5. MMFD.U.9 l5 - t :.'* E%ISTING ` PROPOSED OC•0• CLEANOUT F MMFDA2.10 72. � -� --'- -M—ST— STDRN GRAIN ROCK PAD ® MEDIA FILTER DRAIN ILET E98 1 -405 .a —M— DIGN PIPE E27 8 4TI//ww n.�,. i 1 - -- -w —w— RAI UNDERDRAIN PIPE 'TIE -re GRd 7g "'• DRAINAGE CULVERT .......................... --- - - - -.. SEE ENLARGEMENT Ti �'GpdjOMg - - -- .. - - - -.. .: D BASIINOR SHEET D 11 THIS AREA WIT1 - -- MN n7624 T N �d p.:� 9 0 • EAD: INS We6hln0toD state \0E: )8 ` Department of TranBPorl 8862 w DF440 BT''' _ ST SEE NOTE 4 NOTES: 1. SEE SHEET D 01 FOR DRAINAGE GENERAL NOTES. 2. SEE RETAINING WALL PLANS FOR UNDERDRAIN DETAILS AT RETAINING WALLS. 43. SEE REINFORCED SOIL SLOPE PLANE FOR UNDERDRAIN DETAILS. 4. SEE SHEETS P 07, O 14, AND ROADWAY SECTORS FOR DRAINAGE BEHIND BARRIER. E. PROTECT EXISTING UNDER, MIN. IF DISTURBED DURING CONSTRUCTION, REPLACE AND RECONNECT UNDERDRAIN. B. GRADE AREA TO MIN TO EXISTING CB. SEE GRADING PLANS. w E27 to- n YQ C BERKSHRE APARTMENTS .: m ORATE INLET TYPE 2 _ 0 MNHOLE OR CATCH BASIN TYPE 2 WITH CIRCULAR FRAME AND COVER OC•0• CLEANOUT F DITCH RETAINING WALL ROCK PAD ® MEDIA FILTER DRAIN ILET 1 -405 DR-0-02 1-5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE g' DRAINAGE PLAN