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Home My WebLink AboutzD-2330SetC) M N I N CL s X X X I n N 1 IL 3 w z Li L, N 2 "S O NE 4TH ST /�mOfrOE AVE NE EX CB TYPE 2; -7,2" STA. 2 +76 RIM EL= RIM 39.93 /- N,S 36 "IE= 332.76 3 00 TOO -EL 340.12 Tel EX CB TYPE 1 RIM EL= 339.48 E,W 8 "IE =336.2 z 0 Q w v z w Ll- 'EE Tel 36"S FENCE ALONG PL — N MEW Tel Tel FE SHRUBS, BLACKBE L 23' NORTH OF EXOCATE CB -1 16 "W . CB� i 12's Ste - 6+00 POSSIBLE BURIED TINES CONIC CE:t- --T _ LOCATE -`I STREET LIG QWEST, n, I x WATERFILLED DITCH - REMOVE TREES, IF NEEDED - ALONG TOE OF SLOPE FOR PIPE ALIGNMENT LOCATION, SIZE, APPX ROCK APRON SEE DETAIL EX CB TYPE 1 RIM EL =345.7 E 8 "I E = -__ Tel O I o 1 00 -1 I o I ^c� R I u EX CB TYPE 2, 72" STA. 6 +49 RIM EL= 345.76 N,S 36 "IE= 332.35 W 18" IE= 339.13 X=36' SD 12 "S S_ 1(D IN k m '-' Te I 1 6 "W - � D 7 +00 WATER FILLED D�-�- - T�N APPX _ CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL Richard W. Marshall Date 8/10/07 BY Daniel Carey 8/10/07 Ronald J. Straka Date 6/10/ 7 BY Date CALL 48 HOURS BEFORE YOU DIG 811 OR (old #1- 800 -424 -5555) EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERAL NOTES: A. THIS PLAN DEVELOPED FROM PLANS AND ELEVATIONS IN CITY FILES. NOT SURVEYED. LOCATIONS MAY VARY. REF: R -1516 MONROE AVE NE, NE 4TH ST TO NE 2ND ST. ELEVATION CONVERTED TO NAVD 1988 FROM NGVD 1929. DRAWING NOTES: 1O CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS. 2O TRENCH PATCH SHALL BE PER CITY DETAIL HR -23 TYPICAL PATCH FOR FLEXIBLE PAVEMENT PERPENDICULAR TO ROAD CL. E RESTORE CURB, GUTTER, SIDEWALK PER CITY DETAIL DRAWINGS. ADJUST AS NEEDED TO MATCH EXISTING. ® RESTORE DISTURBED AREA, FERTILIZING, SEEDING, MULCHING ORIGNAL PLANS STAMPED BY: RJS, DWC . '____.- RONALD J. STRAKA ON :8/10/07 IF NOT ONE INCH S PE #29727 EXPIRES: 10/16/07 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY RJS AS-BUILT SURVEY BY: TOUMA ENGINEERS AS -BUILT PLANS STAMPED BY: MOUNIR H. TOUMA ON:11 /27/07 PE #9470 EXPIRES: 6/22/09 t MONROE AVE NE STORM SYSTEM OVERFLOW PROJECT 8/9/2007 FlELDBOOK: PAGE: DRAWING NO: 1 SHEET* OF: x 2 POSSIBLE BURIED LINES POTHOLE 8 "SS CALL TO LOCATE REMOVE FENCE AS NEEDED FOR CONSTRUCTION. BEFORE CONSTR. STREET LIGHTS, QWEST REPLACE AT COMPLETION 350... 350 - ..................... .. ............................... ... POTHOLE: LOCATION ..... ...... ........... BEFORE CONSTR.(1) ................... ....... ............ ................... ................... _ ................... : ................... : ................... : ................... ................... .. ................. : ................... . ................... SCALE: : IZ: 1 "= 10' PROFILE ALONG NEW PIPELINE .......... - ...... --- VERT: 1 "_ 10° 16 "W ..:.: FLANGE JOINT, ELBOW: 340 — ........................._ ..::_::_,�.,........:. :...................:......... �.. �.............. _ ... .........................:..... E 5 4-..lE ..335.1.0.:...................: . :. ............. : SEE DETAIL NO MACHINERY ALLOWED ON SLOPE: DOWNSTREAM CB AT McDONALDS RIM: EL 339:-48 _ :- p EL 339.93 ...... ..................: ..... .............. -330 ..: 330 - .......................................:..................:.................: ..................:............ ........... ..................:..... 12 "SS DEADMAN :ANCHOR ...': -..: ............................................:.......... .............................�' 103± LF 24 HDPE IE -334.4 25 FT FROM CL CB LAY PIPE ON TOP OF SLOPE TOP 335.5± EST SEE DETAIL (FROM FLANGE TO END, CB -1 TYPE 1, 72" : CONFIRM LENGTH NEEDED IN FIELD) 32O — :.souo.. STA 6 +26, 7.6'L COVER ..................:........... .......:...................:... 0 031 45t LF 24 ': HDPE -8-88 FT/ FT ....:....... ............:.................: :. :' -:._.. ::. :.....................................:.......................................:...................................... TREES, DEBRIS ............................... — .320 : : RIM EL -346 -- RIM 346.40 : (CB WALL TO FLANGE, INCLUDING FITTINGS, : HAND REMOVE BRUSH, SMALL : N,S 36 "IE 332.3 CONFIRM LENGTH NEEDED IN FIELD ) . ON SLOPE AS NEEDED TO INSTALL NEW PIPE. W 24" IE 33&:,4- W24" 336.50 PROVIDE MIN. 6" CLEARANCE BETWEEN EX. 12 "SS AND NEW 10 - ............. :............. STORM ..PIPE.. ..................:.. ................:............ .......:..................._ - -- ..................._........ ...... ........... _.........................................._.........................— 310 CONTRACTOR TO CONFIRM EX. :PLACE ETHAFOAM PADDING STORM PIPE TYPE AND ELEVATION. BETWEEN PIES (6 INCHES +) PIPE: ANCHOR SADDLE EX.-STORM PIPE WITH NEW -12 FT FROM END CB AND REMOVED STORM PIPE SEE :DETAIL IN NEW CB. — 300 3OO - ....................................................... .............................. .. ............................... END...... pi...... OF PE STAG -+26, 136' R APPX EL '28&* 284.86 29O — ...................... ............................... ................... .................:....... ............:.................. :....... .................. :: ;:........... : ROCK APRON 9 SEE DETAIL ® o gLALALA EX GROUND :APPX CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL Richard W. Marshall Date 8/10/07 BY Daniel Carey 8/10/07 Ronald J. Straka Date 6/10/ 7 BY Date CALL 48 HOURS BEFORE YOU DIG 811 OR (old #1- 800 -424 -5555) EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERAL NOTES: A. THIS PLAN DEVELOPED FROM PLANS AND ELEVATIONS IN CITY FILES. NOT SURVEYED. LOCATIONS MAY VARY. REF: R -1516 MONROE AVE NE, NE 4TH ST TO NE 2ND ST. ELEVATION CONVERTED TO NAVD 1988 FROM NGVD 1929. DRAWING NOTES: 1O CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS. 2O TRENCH PATCH SHALL BE PER CITY DETAIL HR -23 TYPICAL PATCH FOR FLEXIBLE PAVEMENT PERPENDICULAR TO ROAD CL. E RESTORE CURB, GUTTER, SIDEWALK PER CITY DETAIL DRAWINGS. ADJUST AS NEEDED TO MATCH EXISTING. ® RESTORE DISTURBED AREA, FERTILIZING, SEEDING, MULCHING ORIGNAL PLANS STAMPED BY: RJS, DWC . '____.- RONALD J. STRAKA ON :8/10/07 IF NOT ONE INCH S PE #29727 EXPIRES: 10/16/07 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY RJS AS-BUILT SURVEY BY: TOUMA ENGINEERS AS -BUILT PLANS STAMPED BY: MOUNIR H. TOUMA ON:11 /27/07 PE #9470 EXPIRES: 6/22/09 t MONROE AVE NE STORM SYSTEM OVERFLOW PROJECT 8/9/2007 FlELDBOOK: PAGE: DRAWING NO: 1 SHEET* OF: x 2 0 M C'7 N I N CL L1J X X X X r N V) w zz w J t%. FLANGE JOINT, TYPICAL 24" IPS BACK —UP RING (2) PRESSURE CLASS 160 24" FLANGE ADAPTER- DR 17, PRESSURE CLASS 160 (2) BUTT —FUSED JOINT (TYP) 24 BOLTS, NUTS, WASHERS 1 1/4" X 12.5 "(MIN) VERIFY LENGTH NEEDED SPOOL, 2' MIN. 24" ELBOW (APPX 30% VERIFY WITH ACTUAL GROUND SLOPE) BUTT —FUSED JOINT (TYP) COMPACTED BEDDING CONTRACTOR TO ADJUST ELBOW LOCATIONS AND SPOOL LENGTHS AS NEEDED TO FIT SLOPE. REVIEW WITH CITY BEFORE FABRICATING. �_I ANIr,F 1r)INIT P-I Rn\A/ nP -TAII CONCRETE SHALL BE KEYED 12" MIN. AGAINST UNDISTURBED EARTH BOTH FACES CLASS 5 1/2 SACK CONCRETE 3000 PSI MIP 3" CLR #4 REBAR 8" O.C. EA CENTER IN CONCRETE 5' mewrn 1.5' MIN. NTS ANVIL FIG. TYPE 212 PIPE CLAMP OR EQUAL SPLIT AT SPRINGLIKE. CLAMP ID 24" CLAMP TIGHT TO PIPE ('ONCRETE ANCHOR AROUND PIPE 6' MIN. _) SECTION VIEW 3" COVER (TYP) CONCRETE DEADMAN ANCHOR DETAIL (NTS) RECOMMENDED FOR APPROVAL BY Daniel Carey 8/10/0 BY ORIGINAL PLANS STAMPED BY. RONALD J. STRAKA ON:8 /10/07 PE #29727 EXPIRES- 10/16/07 •. wo COLLAR (2" WELDED TO OR 2 BOLTS THREADED EP SHAPE END TO A POINT 's� ROCK APRON (Nn) ANVIL FIG. TYPE 212 PIPE CLAMP WITH GALV. FINISH OR EQUAL. SPLIT AT SPRINGLIKE. CLAMP ID 26" MIN TO ALLOW PIPE TO SLIDE THRU CLAMP. FILLET 1 12" TYP DLT, 7/8" DIA, \SHERS 2" DIA, PLATE ao cu 0i d- cu PLATE DETAIL 1/4" PLATE ASTM A36 STEEL GALV. AFTER FABRICATION PER ASTM A123. CONFIRM THAT PLATE WILL MATCH CLAMP FITTING AND BOLT DIMENSIONS BEFORE FABRICATION. 1g" X 5' PIN PILE EACH SIDE ASTM A36 STEEL GALV. AFTER FABRICATION PER ASTM A153, OR 5' PIN WITH THREADED END (12 ") PIPE ANCHOR DETAIL NTS HMA, 2 "(MIN) CLASS 1/2" ROCKS 12 " -18" DIA TWO TO THREE LAYERS THICK , 6.5' MIN. MIN Ml' IN r MIN 1 Ml' IN Ml' IN *MINIMUM ATB: PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS AND INDUSTRIAL ACCESS STREETS — 6" ATB CLASS `E' or `B' RESIDENTIAL ACCESS STREETS — 2" ATB CLASS `E' or `B' D SURFACING TOP COURSE 'ECS FOR PIPE BEDDING ) BACKFILL REQMTS. TYPICAL PATCH FOR FLEXIBLE PAVEMENT PERPENDICULAR TO ROAD CENTERLINE DWG NAME: HR -23 (NTS) AS-BUILT SURVEY BY: