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D-269207
0MM Mr i P. a R 1 A{ �h�lv FYY 3 -406COv?o f lalgn- pullders l j �; -RED SE0 FOR CONSTRUCTtC}F1. r 1 j 16TH ST DISPERSION •,•T i ----- 1 i t {j ,`S0P FOR SHEET F030 ROLLO BE ENLARGEMEM i 0 TALBOT POND i0 Te I SHEET DR 026 E,a AND MMFD.S2A, C7 a EXISTING PROPOSED `' �PPEM1 ai- -sT - -- STORN SHEET DRAW SEE ENLARGEMENT °' q , 8 SHEET'I '�- DR020 I - OP —DP— GRAIN PIPE L^J !.ffL��l7y Js_ w UWERRAIN PIPE i1 -__ - CULVERT o CATCH BASIN TYPE 1 AND 2 WITH GRATE OR CONCRETE INLET j•. (? m GRAZE MIST TYPE 2 f O MANHOLE OR CATCH BASIN TYPE 2 WITH CIRCULAR FRAI! AND COVER OC -0• CLEANOUT IG 8 PWET ~DRIVE - - DITCH WE RETAINING WALL ROCK PAD C� MEMA FILTER DRAIN CONSTRUCTION NOTES: 1❑ CONNECT NEW PAN: TO EIGSTIFIG © REPLACE EXISTING GRATE WITH SOLID COVER DRAINAGE STRUCTURE. AND ADIUST TO FINISHED GRADE. E31 2❑ ORATE AS MR STO PLAN 8-30.30-00 VANED CONNECT UNDERDRANS. GE STRUCTURE AND __ ,1 AND ADJUST TO FINISHED GRADE , __.,,,-- + 106 BENSON RO O A&1NOON METING DRAINAGE STRUCTURE. DRAINAGE STTRUCT IUHES MR DETAIL TO _ ... BENSON RD S PER SECTION 7- 06](2) OF THE STANDARD SHEETS DRDP08 AND ORDO% - w- SPECIFICATIONS. - .. ®_...v _y -yr ®— s+... ---o - -' "= S ABANDON AND FILL EXISTING DRAINAGE ❑0 REMOVE EXISTING DRAINAGE STRUCTURE %PE PER TECHNICAL SPECIFICATIONS. NOTES: .y ---` =� __ E32 -' — SEE NOTE 14 ON SHEET DRDO . 10 CONNECT EXISTING PIPE TO NEW INLET. , REPLACE EXISTING SLOT DRAIN AT ORWEWAY. © EXTEND PIPE AS NECESSARY TO CONNECT E33 EXMTING PWE TO HEW GRAMM 2. ABANDON EXISTING CATCH BASSI E13, AND ABANDON AND FILL STORM PIPE FROM E13 TO E12 STRUCTURE. EXISTING STORM DRAIN FLOWING SOUTH TO NORTH DOES NOT CONNECT TO E13, AND IS TO REMAIN. a so 1P0 3. ADJUST STRUCTURE E37 TO BE FWSH WITH SIDEWALK RAMP. SCALE IN FEET 0. AN EXMTNG SIGNAL POLE NEARBY. CONTRACTOR TO PROVIDE TEMPORARY SUPPORT AS NEEDED. J.IAUNAN ao wAel WISH TASK LEAD: 0.AOANS DppIpAR pq PACKAGE: ,7fi RFI #276 SEE ENLARGEMENT SHEET DRAn �E21. T6 H V 3 1-406 1 -5 TO SR 169 STAGE 2 - WIDENING 9mm 1S[bOT(9600 AND SR 516 INTERCHANGE DRAINAGE PLAN G3