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Home My WebLink AboutCACHE LA POUDRE RIVER BRIDGE AT EAST PROSPECT ROAD - Filed BC-BRIDGES & CULVERTS - 2004-12-21Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. STATE DEPARTMENT OF HIGHWAYS R1,0 sem 5CZ ---- -- --- -__ DIVISI0N OF < HIGHWAYS -STATE OF COLORA DO AS GONSTRIX''E�, -----_--- _ — ;1 NO REVISIONS REVISED REVISED ( — 1 v0E0 L — TABULATION OF LENGTH AND DESIGN DATA ROADWAY STRUCTURE STATION ----- --, FEET IMILES FEET MILES BEGIN PROJECT BRM 50260) 1 C STA 127-60 j j 126.71 0. C23 BEGIN STRUCTURE FCPRST-0.149 I STA 1211+70.71 106.8i i 0.020 .END STRUCTURE FCPRST-0.1 TWB i STA 129+77.58 j ZP.42 r C44 END PIN112.1 BRM 5026 (1) 1111 I TOTALS 35_ 0 j 0.G517 ' 1J6.8 -3.02L PROJECT GROSS LENGTH 458.00 FEET i 0.087 MILES DESIGN DATA: MAXIMLM DEGREE OF CURVE 5150'31' MAXIMUM GRADE 2.41% MINIMUM S.S.O. MORIZOIITk 340 MINIMUM S.S.D. VERTICAL 3"', 141XINIR DESIGN SPEED 45 MPH 2D06 DESIGN TRAFFIC VO'Ui S DHV - 1,850 AC` .21,650 PLAN AND PROFILE OF PROPOSED FEDERAL AID PROJECT NO. SRM 5026 (1) PROSPECT ROAD FORT COLLINS LAR IMER COUNTY SCALES OF ORIGINAL ORAAnNGS ON PLAN, r I IN 20 FT. ON PROFILE < I IN. = 20 FT. HORIZONTAL l I IN : 5 FT VERTICAL GRADE LINE ON PROFILE IS SHOWN AS GRADE OF FINISHED ROAD R.68 W. I c •� i �. T. 7 N. STA. 129+77.58 - RU TURE FC PRST -0.1- TMB `ems�,,, R. 68 W. STA.127+50 - BEGIN PROJECT BRM 50260) --- -- STA.128+70.71 -BEGIN STRUCTURE WCPRST - 0.1- TMB M/DISTRICT VCENIENNI'.. FNGINF.FP""' IN Y 3 uj z z 2 W Y \ W u � o f N (I L�70 STERLIC;G \p � T. 7 N. 11 cs�l b 11 cr i 11!!I In \STA. 132+08 - END PROJECT BRM 5026 (1) \DETOUR ROUTE REVISIONS INDEX OF SHEETS 1 TITLE SHEET 2 STANDARD PLANS LIST - M3S STANDARDS 3 GENERAL NOTES AND TYPICAL SECTION, SUMMARY OF EARTHWORK 4-5 SUMMARY OF APPROXIMATE QUANTITIES 6 TABULATION OF SURFACING QUANTITIES, TABULATION OF CURB, GUTTER AND SIDEWALK, TABULATION OF REMOVALS, RESETTING AND RELAYING, TABULATION OF ADJI. ME 7 PLAN AND PROFILE 8 GRADING AND UTILITY PLAN 9-22 DETAILS OF BRIDGE 23 WATER LINE RELOCATION 24 CONSTRUCTION SIGNING PLAN 25-27 ROADWAY CROSS -SECTIONS 28 CHANNEL CROSS -SECTIONS Q'Ll D. A,r ♦ 10472 DIVISION OF HIGHWP.Y3 i I APPROVED `_ CHIEF "WEER ' i DA. I. I i AS CONSTRIY'EC I141F0RWAT10N CONTRACTOR ENGINEER f (Project or Resident' PR^!fC' S aRTED PP40JFCT COMPLETE'` ---_.__. A` ,:);iSTRlrYE11 PLAN: APS^ROVf.; _ j Plan Na Title Page IN M-100-1 STANDARD SYMBOLS, ... ,,,,,,,,,,,,, I M M-107-1 TEMPORARY EROSION CONTROL... , ... . .... 2 ❑ M -203 -1 APPROACH ROADS, FLARING, CUT SLOPE TREATMENT, BRIDGE r CREST WIDENING ......... 3 ❑ M-203-2 DITCH TYPES .......................... ❑ M-203-10 SUPERELEVATION OF CURVES - CROWNED HIGHWAYS., ..... 5 C] M-203-11 SUPERELEVATION OF CURVES -DIVIDED H`IGHWAYS- SHOULDER PIVOT .,....... 6 CI M-203-12 SUPERELEVATION OF CURVES - STREETS ................. 7 ❑ M-203-13 SUPERELEVATION OF CURVES - DIVIDED HIGHWAYS - CENTER PIVOT ........ ..................... 8 M M-206- 1 EXCAVATION AND BACKFILL FOR STRUCTURES. ...(2 SHEETS) 9 M-206- 2 EXCAVATION AND BACKFILL FOR BRIDGES , , , , , , , , , , 11 ❑ M-214-1 PLANTING DETAILS ................................. 12 ❑ M-412-1 CONCRETE PAVEMENT JOINTS ........................ 13 M-504-1 STEEL CRIBBING ......................... ❑ M-506-1 GABIONS AND SLOPE MATTRESS ......................15 ❑ M-510-1 STRUCTURAL PLATE CULVERT PIPE- H-20 LOADING ........................(2 SHEETS) 16 ❑ M-601-1 SINGLE CONCRETE BOX CULVERT ..................... 18 ❑ M-601-2 DOUBLE CONCRETE BOX CULVERT ..................... ig ❑ M-601-3 TRIPLE CONCRETE BOX CULVERT.....................20 ❑ M-601-10 HEADWALL FOR PIPE CULVERTS ........ . . . . . . ❑ M-601-11 TYPE "S° SADDLE HEADWALL FOR PIPE CULVERTS...... _ . 22 ❑ M-601-12 HEADWALL, INTERCEPTING HEADWALL AND CULVERT OUTLET PAVING ..................... 23 ❑ M-601-20 WINGWALLS FOR PIPE OR BOX CULVERTS ............. 24 ❑ M-603- 1 METAL CULVERT PIPE - H-20 LOADING ....... (2 SHEETS) 25 ❑ M-603-2 REINFORCED CONCRETE PIPE ........... .. , . 27 ED M-603-3 PRECAST CONCRETE BOX CULVERT .................... 28 0 M-603-10 CONCRETE AND METAL END SECTIONS ................29 ❑ M-604-1 PIPE SEWER IN TRENCH ............................30 ❑ M-604-10 INLET, TYPE C ................................... ❑ M-604-I1 INLET, TYPE D....... ❑ M-604-12 CURB INLET, TYPE R......................(2 SHEETS) 33 ❑ M-604-13 CONCRETE INLET, TYPE 13.........................35 ❑ M-604-20 MANHOLES ............................ ......36 ❑ M-604-21 STEPS FOR MANHOLES C INLETS.....................37 ❑ M-606-1 GUARD RAIL, TYPE 3, W-BEAM .... , . , , . , . (8 SHEETS) 38 ❑ M-606- 2 GUARD RAIL, TYPE 3, W-BEAM FOR LOCAL ROADS e STREETS .................... (4 SHEETS) 46 ❑ M-606-10 GUARD RAIL, TYPE 4, CONCRETE BARRIER, CAST - I N - PLACE .. _ , , , , .... .... 50 ❑ M-606-11 GUARD RAIL, TYPE 4, CONCRETE BARRIER, PRECAST- PORTABLE ............................. 51 _ _ R 61ON rW Ocv!SKvJ F�?W ECT W�. SRO. MKLT Na RE ONSr �� REVISE_ VGtC -- <_—:u l� v t l cn.oRaco 1 9,9.LI 50210 Plan No, Title Poge ❑ M-607- 1 WIRE FENCES AND GATES .......... . (2 SHEETS) 52 ❑ M-607--2 CHAIN LINK FENCE ....... ........... (3 SHEETS) 54 ❑ M-607- 3 BARRIER FENCE ................................. 57 M-607- 4 DEEP FENCE AND GATE ........ .....(2 SHEETS) 58 17 M-607-10 PICKET SNOW FENCE ............................. 60 0 M-608- 1 CURB RAMPS ................................... ............ 61 M-609-1 CURBS AND GUTTERS .............. . E2 ❑ M- 61 1 - 1 CATTLE GUARD -WELDED GRILL UNITS - 10' THRU 42' ROADWAYS .............. (2 SHEETS) 63 ❑ M-613-1 HIGHWAY LIGHTING ..................... (2 SHEETS) 65 ❑ M-615-1 EMBANKMENT PROTECTOR, TYPES 3 E 4............. 67 ❑ M-615 -2 EMBANKMENT PROTECTOR, TYPE 5 ................. 68 ❑ M-616-1 INVERTED SIPHON ............................... 69 (ALSO USE M-603 OR M-604 AS REQUIRED) i M-620- 1 FIELD LABORATORY -CLASS 1 ................. ❑ M-620-2 FIELD LABORATORY - CLASS 2 ............. . . 71 ❑ M-620-11 FIELD OFFICE - CLASS 1 ... , , , , .......... 7P ❑ M-620-12 FIELD CFFICE - CLASS 2 ....... . . . ...... . THE STANDARD PLAA' SHEETS ;NDICAT£D H£R£ON SY A MARKED BOX ARE TO m vsED TO coNSI7RUCT TH/S PRO✓ECT. Plan No. Title Page ❑ S- 61 2 - 1 TYPICAL DELINEATOR INSTALLATIONS ...... (4 SHEETS) 75 ❑ S - 614 - 1 TYPICAL GROUND SIGN PLACEMENT ................. 79 ❑ S- 614 - 2 CLASS I GROUND SIGN INSTALLATIONS ............... 80 0 S - 614 - 3 CLASS I1 GROUND SIGN INSTALLATIONS ............... 81 ❑ S - 614 - 4 CLASS III SIGNS, LAMINATED ALUMINUM PANELS AND POST SPACING TABLE.............(2 SHEETS) 82 ❑ S - 6 14 - 5 BREAK -AWAY SIGN SUPPORT DETAILS FOR GROUND SIGNS.................(2 SHEETS) 84 ❑ S- 614 - 6 CONCRETE FOOTINGS AND SIGN ISLANDS FOR CLASS III SIGNS.............. (2 SHEETS) 86 ❑ S - 614 -10 TYPICAL MARKER ASSEMBLY INSTALLATIONS ........... 88 ❑ S- 61 4-1 1 MILEPOST SIGN AND INSTALLATION ................. 89 ❑ S- 614-12 STRUCTURE NUMBER INSTALLATION (BRIDGE INFORMATION SHEET) . , . 90 ❑ S- 61 4-13 STANDARD RAILROAD CROSSING SIGNS AND MARKINGS .... 91 ❑ S- 614-20 TYPICAL POLE MOUNT SIGN INSTALLATION ........... 92 ❑ S- 61 4-21 CONCRETE BARRIER SIGN POST INSTALLATIONS ........ 93 ❑ S- 614-22 TYPICAL MULTI -SIGN INSTALLATIONS ............... 94 ❑ S-614-30 INTERSTATE ROUTE MARKERS ..................... 95 ❑ S-614-31 U. S.f COLORADO ROUTE MARKERS ............... 96 ❑ S-614-32 AUXILIARY MARKERS ............ S - 614-40 TRAFFIC SIGNAL INSTALLATION DETAILS ... (3 SHEETS) 98 S-614-5C TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION ..... , , . , . , , (4 SHEETS) 101 ® S-614-51 BARRICADES, DRUMS, CONCRETE BARRIER (TEMP) rr VERTICAL PANELS .................... 105 V S - 627 - 1 TYPICAL PAVEMENT MARKINGS ..........(3 SHEETS) 106 D E P A R 7 M E" N T O F H I G H N, A Y S S TAT E O F C 0 L 0 RA DO D I V I S I O N O F H I G H W A Y S STA NJDARD P1,AINS LIST M C S STANDARDS JANUARY, 1982 GENERAL NOTES: PLAN QUANTITIES OF SURFACING MATERIALS ARE BASED ON THE FOLLOWING UNIT WEIGHTS AND RATES OF APPLCATIONS: HOT BITUMINOUS PAVEMENT @ 110 LBS/SQ.YD./INCH OF THICKNESS EMULSIFIED ASPHALT (SLOW SETTING) FOR TACK @ 0.10 GAL/SQ.YD. (DILUTED) FOR QUANTITIES, DILUTED EMULSIFIED ASPHALT FOR TACK COAT WAS ESTIMATED AT 1 PART EMULSIFIED ASPHALT AND I PART WATER. RATES OF APPLICATION SHALL BE AS DIRECTED BY THE ENGINEER AT THE TIME OF APPLICATION. RATES SHOWN ABOVE ARE APPROXIMATE AND ARE SUBJECT TO ADJUST- MENT ON CONSTRUCTION. THE FOLLOWING SHALL BE FURNISHED WITH EACH BITUMINOUS PAVER: 1. A SKI TYPE DEVICE AT LEAST 30 FEET IN LENGTH. 2. A SHORT SKI OR SHOE ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE A SUCCEEDING LAYER PLACED THEREON SHALL BE COMPLETED FULL WIDTH BEFORE A SUCCEEDING LAYER IS PLACED. WATER SHALL BE USED AS A DUST PALLIATIVE AS DIRECTED BY THE ENGINEER. THE COST SHALL BE INCLUDED IN THE WORK. FOR INFORMATION ONLY: 6 MGALS. TYPE OF COMPACTION FOR EMBANKMENT SHALL BE AASHTO T99. DEPTH OF MOISTURE - DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS: FULL DEPTH OF ALL EMBANKMENTS. BASES OF CUTS AND FILLS - 6 INCHES. EXCAVATION REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS WILL BE CONSIDERED AS SUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK. ANY REMOVED PAVEMENT. SIDEWALKS, CURB AND GUTTER, ETC., SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE CONSTRUCTION SITE. ANY SHRUBBERY, PLANTS, SIDEWALKS OR APPURTENANCES NOT DESIGNATED BY THE ENGINEER FOR REMOVAL SHALL BE CAREFULLY PROTECTED AND AVOIDED. ANY SUCH PROPERTY DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE REPLACED 'cY THE CONTRACTOR AT HIS OWN EXPENSE. ALL DIMENSIONS AND RADII ARE SHOWN FROM THE FLOWLINE OF THE CURB AND GUTTER UNLESS OTHERWISE NOTED. UTILITIES AS SHOWN ON THE DRAWINGS ARE PLOTTED FROM THE BEST AVAILABLE INFOR- NATION. THE CONTRACTOR'S ATTENTION IS DIRECTED TO PARAGRAPH 107.18 OF THE STANDARD SPECIFICATIONS CONCERNING UTILITIES. THE CONTRACTOR SHALL CALL FOR UTILITY LOCATIONS PRIOR TO ANY DIGGINGS. FINAL SIGNING AND STRIPING WILL BE DONE BY THE CITY OF FT. COLLINS AT NO COST TO THE PROJECT AND ACCORDING TO MUTCD. FINAL LANDSCAPING IS NOT A PART OF THIS WORK AND WILL BE DONE UNDER A SEPARATE CONTRACT FOLLOWING THE COMPLETION OF THIS PROJECT. THE MINIMA THICKNESS OF TOPSOIL (HAUL) SHALL BE 3" FOR THE ROADWAY TYPICAL SECTION AND 18" FOR THE CHANNEL SECTION IT IS ESTIMATED THAT 155 CU.YDS. WILL BE REQUIRED FOR THE ROADWAY AND -300 CU.YDS. FOR THE CHANNEL (CONTRACTOR'S SOURCE). ALL TREES TO BE REMOVED TO FACILITATE CONSTRUCTION MAST BE APPROVED BY THE ENGINEER AND WILL BE PAID FOR UNDER ITEM 201 CLEARING AND GRUBBING. CITY OF FORT COLLINS WILL REMOVE EXISTING SIGNING AND DELINEATORS, AT NO COST TO THE PP07ECT. FLAGGING IS NOT REQUIRED, BUT WILL BE USED AT THE CONTRACTOR'S DISCRETION AT NO COST TO THE PROJECT. QUANTITIES FOR RIPRAP ARE ESTIMATED AS FOLLOWS: FILTER MATERIAL (CLASS A) 270 CU.YDS. FILTER MATERIAL (CLASS B) 270 CU.YDS. RIPRAP 1025 CU.YDS. 'RI PRAP (SPECIAL) 110 CU.YDS. 'NON-FEDERAL AID. 7''0' MAX. Vi(7.P/ES ?/OEHWALK 141 O! V 3 " TOPSO /G V 3' TOPSO /C. O Y` Y.9R/fS 3:1 i O26 �6 "f1. �J. P !y/T.y A TALC C0.9T f�ETWEE.!/ L/FTC OF FULL /lEPTf/ .S!fjP fj/,�PATN .S'EGT/O.0 (ASPf 4LTJ 'A` APP.4OX/iY/ATE Tf//L.C.UE3.5 flelzEPAT/! f..3/.CEPgTH ,SECT/O.0 (CO.UC.4ETE) m _. _--_________ WE ♦'_ CC S�RUC'ED 1 RCG R Np �>TC v, <�(u. PR 0.1 N 5 T 9H r� _} Rc REvisia+_I _j Rev�srr �� 1�oicL 9,-,x I co�c B.PM 30210</% .� REV! S.0 S <J 0 SUMMARY OF EARTHWORK BIKEPATH NOTES TYPE OF COMPACTION FOR EMBANKMENT SHALL BE AASHTO T99. A SOIL STERILANT SHALL BE USED PRIOR TO PLACEMENT OF FIRST LIFT OF ASPHALT A40 IN ACCORDANCE WITH SECTION 217 OF THE CDOH STANDARD SPECIFICATIONS. IT WILL NOT BE PAID FOR SEPARATELY BUT WILL BE INCLUDED N THE COST OF WORK. INDEX PROJECT TOTALS BOOK PAGE SMEET _EMBANKMENT (CIPJ CU YOS. ROADWAY 2107 CHANNEL —m TOTAL (PAY ITEM) 2887 FOR INFORMATION ONLY UNCLASSIFIED EXCAVATION CU.YDS. ROADWAY 0 CHANNEL 4535 TOTAL 4535 COMPACTION CU.YDS EMBANKMENT (NET) 2887 BASES OF CUTS AND FILLS 64B TOTAL 3535 WETTING M_G_AL COMPACTION 141 TOTAL 141 � PROJECT_QUA_NT 171ES BALRNCE � EMBANKMENT (_NET) —TOTAL CU.YDS. 2887 ` EMBANKMENT X FACTOR (1.15) 3320 UNCLASSIFIED EXCAVATION 4535 j l.— 'EXCESS 1215 * EXCESS MATERIAL BECOMES THE PROPERTY OF THE CONTRACTOR TO BE DISPOSED OF BY HIM AT NO COST TO THE PROJECT. P,eOSPECT ,QOAD r'-o' /2'-O` /2' O" /2' O" SIDEWALK 9' O" 9'-0" SOUTH /2~ CURB 6UTTEP l/OPTN hE CURB �` GUTTER MED/91/ MF.D/AA/ ELEk' (SEE )OLRAIS) -� �GR EX. P.POF/CE 3" TOPSOIL GR.9UE 2 " H. B. P G.P. EX ooZ%fT. OR VqR/ES 0.02 %FT. I '( I 0.02 /FT GP. EX �CUE B � GUTTEk' TY/�E 2 TYF�/GAL SEC T/OAl B. f' W/T.H A TACK COAT _ BEl-WEEL L/FTS Ot FULL DEPTH H,BR * APPk'CMXIMAT'f TNICNAlcSS Page is too large to OCR. `�f N]N Of N wtl�i STtl1E Oi COLORl00 S4.�16i�iHY dv APPROXIMATE 4s,�1 '�i�'t tiSCF)P9S'fc�CT�Q _ _. "—_ - W ' " tiµw` orvrk�^� ao_� .. _.. . �iQ X.tx.ottn .�. OREVISONSi+.W _ RYViSE�3l.._._J Ns"�iD 3RM ;C:2& 0x� 4 INDE%�.LLi I'L7�)y ji A5 CONS" ASCCNSTy� CONTRACT PLAN AS CONST. E PLAN AS CONST, A., CONST i NON-FEDERAL CONTRACT ITEM UNIT ! UTILITIES ! PROJECT I DIFF, ITEM M0. ROADWAY ROADWAY STRUCTURE ! STRUCTURE I A UTILITIES AID BUDa Nlf[ &.9fT � NGN- FEDERAL PROJECT TOTALS t OR - A10 TOTALS 201 CLEARING AND GRUBBING L.S. I� 202 REMOVAL OF PIPE LIN.FT. 325 325 202 REMOVAL OF SIDEWALK SQ.YD. 20 20 202 REMOVAL OF CURB AND GUTTER LIN FT. 143 143 202 REMOVAL OF ASPHALT NOT SQ YD- 2282 2282 202 REMOVAL OF BRIDGE EACH I 1 ' 1 202 REMOVAL OF GUARD RAIL TYPE 4 LIN.FT. 310 310 203 EMBANKMENT MATERIAL (COMPLETE IN PLACE) CU.YD. 2887 2887 206 STRUCTURE EXCAVATION CU.YD. 965 965 205 STRUCTURE BACKFILL (CLASS 1) CU.YD. 665 665 206 STRUCTURE BACKFILL (CLASS 2) CU.YD. 435 435 206 FILTER MATERIAL (CLASS A) CU.YD. 270 270 206 FILTER MATERIAL (CLASS B) CU.YD. 270 27G 207 TOPSOIL OVWL) CU.YD. 155 300 455 210 RESET FIRE HYDRANT EACH I I 210 ADJUST VALVE BOX EACH 2 2 403 NOT BITUMINOUS PAVEMENT (GRADING EX) (HAUL AND ASPHALT) TON BBl 113 29 1023 411 EMULSIFIED ASPHALT (SLAW -SETTING) GAL 238 1 6 244 502 REINFORCING TIP EACH 58 58 502 STEEL PILING (HP 10 X 42) LIN FT. 1224 I 1224 506 RIPRAP CU.YD. 1025 1025 506 509 RIPRAP (SPECIAL) STRUCTURAL STEEL (GALVANIZED) CU.YD. LB. 665 I 110 I 110 665 514 BRIDGE RAILING (ALUMINUM) LIN-FT. 274 y 274 ` 515 WATERPROOFING (MEMBRANE) SQ. YD. 1067 1067 601 CONCRETE CLASS A (MISCELLANEOUS) CU.YD. I 33 33 601 CONCRETE CLASS A (BRIDGE) CU.YD. 366 1 366 601 .2 CONCRETE CLASS D (BRIDGE) REINFORCING STEEL CU.YD. L8. 743 I _ 743 I 330,955 ± 4:O 131,2E5 f 602 REINFORCING STEEk (EPDXY COATED) LB. I 66:Ax i � I E6,470 i$TRIUCTED SUMMARY OF APPROXIM,,ATE G` %"r',-w!-'lrFS volw— ill", 5026 (11, 3 L INDEX PLAN CONTRACT PLAN AS CONST Pt -AN AS CONST AS CONST. NON-FEDERAL i AS CONST AS C'ONST PROJECT 'liFF CONTRACT ITEM UNIT UTILiTIE�, ITEM NO. 6� PAst I. -IT ROADWAY ROADWAY STRUCTURZ STRUCTURE UTILITIES AIU NON- FEDERAL PROJECT + PLAN 0, TOTALS % AID TOTALS 608 CONCRETE SIDEWALK SQ. Yu. j 3643 SO4 608 CONCRETE CURB RAMP SQ m 10 10 4 634 609 CURB AND GUTTER TYPE 2 (SECTION 11-6) LIN-FT. 634 613 CONDUIT (INSTALL ONLY LIN.FT. 1285 1285 614 BARRICADE (TYPE 3M-6) (TEMPORARY) EACH 9 9 614 CONSTRUCTION TRAFFIC SIGN (PANEL SIZE A) EACH 7 7 614 CONSTRUCTION TRAFFIC SIGN (PANEL SIZE 6) EACH 8 619 16 INCH DUCTILE IRON PIPE LIN.FT. 395 395 619 30 IN04 WELDED STEEL PIPE LIN.FT. 130 130 619 12 INCH GTE VALVE EACH I 619 16 INCH BUTTERFLY VALVE EACH I 619 6 INCH FIRE HYDRANT EACH I 620 FIELD LABORATORY (CLASS 1) EACH I 620 625 SANITARY FACILITY CONSTRUCTION SURVEYING EACH L.S. I 0.3 0.7 626 MOBILIZATION L.S. 0.3 0.7 FORCE ACCOUNT F/A01 F /A02 MINOR CONTRACT REVISIONS :.B.E M.B.E. INCENTIVE PAYMENT F.A. F.A. I 1 TABULATION OF SURFACING MATERIAL TO BE PLACED STATION TO STATION QUANTITY - TONS QUANTITY -GALLONS REMARKS HOT BITUMINOUS PAVEMENT (GRADING EX) EI90L SIFTED ASPHALT (SS) -BOTTOM LAYER 2' - FINAL SECOND LAYER 2- FINAL ---_ TOP LAYER 2. FINAL TACK COAT FINAL 127+50 TO 128+58 120 87 87 80 129+93 TO 132+08 239 174 174 158 BIKEPATH NON-FEDERAL AID • 15 14 6 PROJECT TOTALS 359 276 275 244 -THIS QUANTITY HAS BEEN INCREASED BY 10% FOR IRREGULARITIES IN THE SUBGRAOE. NOTE: SOURCE IS CONTRACTOR'S SOURCE. STABILIZATION BASED ON THE FOLLOWING: 1BK EDLA 205 5U56RADE R VALUE 32 REGIONAL FACTOR 0.5 As 2.8 SERVICEABILITY INDEX 2.5 STRENGTH COEFFICIENT (HBP) .44 TABULATION OF REMOVALS. RESETTING & RELAYING STATION SIDE REMOVAL OF CURB BI GUTTER REMOVAL OF ASPHALT MAT REMOVAL OF SIDEWALK REMOVAL OF GUARD RAIL TY.4 REMARKS LIN. FT SO. YD. SQ. YD. ILIN. FT. 130+57 TO 132+00 LT. 143 127,50 TO 129+04 827 129+31 TO 132+08 1455 130+55 TO I31+00 LT. 20 127+50 TO 129+05 310 J PROJECT TOTALS 143 2282 20 310 y"��, v,tnr. I rxunt: •o••• NO Rf'VISlO�S � RE`IISfDF -- � YDI Rl -o-� "-°O BRIM 5026 (i) C. TABULATION OF CURB, GUTTER --- -------r---- - - -- 1— CONCRETE CONCRETE SIDEWALK I CURB RAMP TYPE 58 6 SIDEWALK - -- T REMARKS E----- I STATION TO I STATION - 127+50 TO 128,37 SIDE CURB 8 GUTTER TYPE 2 (SEC. II-B) S0, YD. 68 SO_YD. LIN. FT. 1?8+2' TO 128+78 i LT 44 129+76 TO 132+33 I RT. 196 130+09 TO 131+00 IT. 52 BIKEPATH (NON-FEDERAL AID) 144 132+25 RT. 10 INCLUDING THE RFMOYAL OF C4126 AND GUTTER IFNECF5SARY 127+50 TO 12B+39 RT. 88 127+50 TO 128+75 LT. 125 130+07 TO 132+00 L, 193 129+80 TO 132+08 R. 228 '�iAL'1_�f4 -- —10-- 63a --------L-- --- TABULATION OF ADJUSTMENTS STATION TO STATION SIDE ADJUST VALVE I BOX RESET FIRE HYDRANT REMARKS EACH EACH i28+00 LT. 2 121+70 LT i L I PROJECT TO'+A_; --- ----1 —' '----�-----}— i � — r.6 At - A',C SAIKe IAI ITN ,,�p Al of,-,-ooSAecr OAI 4*VOV.06 co"-slrk CrIoAl e Nse�mev r AS CONcTIUCTED i Ir '-1 VOID COLORADO W REVISIONS REVISED[= 54 'elry 0'r 'eA Os s TA /Z 7 -1� 40 L-oz 1W,,01. C 7 Ila, 33 LT cr SUM 5004 ov A/&r2r a S 1-00 -i L L A D � i\�/ 7�; �,4 'UeA17 SLOPE 1,411-10 711, 6-13 Ir I r 4�Sj�al� cow s7-&z1,-r1-1RW 17 'AIZ�54bqAl 164Y1Z,01AAq "W'Fr SA'WS-1 z Z IL 75- Jo #913.Z3 S41RVe-Y LIAM' A0 r, OA4f I / Z , , 1 IZ-5t38.77 ' \ sl. Me LT IAI a6✓2 CT 4a.44fZ7. 'o tl r Srg /3?fi 0. W. WrCAI eXISr 7 110 -41eB XC 7 ----------- WqL X a jew pe 710 TO 5719 /ZB71z/. 83 'vq Yqllz 'qLL111sr'-b BYOT 1Z 9 lu'evey lz7 .-,3,04 8-0-- --Al- Iq Ae-9 7 7 e2VO J1RZ1e71-11qe -q10eiv'fz Af) C61le 'a 'o -"I.- ----------TOE 01- /1144 41/ .0- - - rd 7 os RT. /. 4� I," o lf"U5. 00, C&AWe' OQrN A :11-37'Z&- A' • 980-75 e5'v77-e,-e, d--A-f,5,quoYA&-,vr e ,�w�wvez 7;o BE mllz r 7-o r,,y/i-- ---o4lecr - --- I r . 99.83' 4 .•19d 97' 5'50'31* ;aV'. 76 a4 75-40,'Tr /ffO,- 07 -9.9e- - PEP 7 remok 6, CoAls; 9.7e 5,0 77 L e'Y954FA /A 77.77R;7 6A/0,eAfAZ e�WAVA(=.0Zki 70 / luew --ROA4' P.e10A1 COAIJTAI.(JC7 J 70 i3 e A21-A40V45D. CHRAIAICL e*0k9r1eZ1Cr101J T A(W I T, zi tA I& )-.b 4 4 4- 1 4 1 -T- -f % t . ......... t t t T -N4' ileje t 11 Ntj t 4 y AL - 129 /90-t 00 GENERAL NOTES ALL WORK SHAL. BE DONE ACCORDING, TO STANDARD SPECIFICATIONS OF THE DIVISION OF HIGHWA,S. STATE OF COLORADO, APPLICABLE TO THE PROJECT CLASS 5 MASONRY COATING FINISH WILL BE REQUIRED ON EXPOSED SURFACES. INCLUDING UNDER - NEAT THE SLAB. THE COLOR SHAL CONFORM TO NUMBER 20219 AS LISTED IN FED STANDARD 59Sa ON THE EXPOSED SURFACES OF THE PIERS, ABUTMENTS, WIRG WALLS, AND UNDERSIDE OF THE SLAB. THE COLOR NUMBER 20450 SHALL BE USED ON THE PARAPETS AND THE OUTSIDE EDGES OF THE SLAB. THE COLOR WILL BE APPROVED BY THE ENGINEER FROM TEST PANELS SUPPLIED BY THE CONTRACTOR ALL STRUCTURAL STEEL SWILL BE AASHTO SPECIFICATION M-183 (ASTM A36), UNLESS OTHERWISE NOTED. GRADE 60 REINFORCING STEEL IS REQUIRED. LOCATION OF ALL CONSTRUCTION JOINTS SMALL BE APPROVED BYTNE ENGINEER. EXPANSION JOINT MATERIAL SMALL MEET AASHTO SPECIFICATION M-213. IT WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK. APPLIED WIND LOADS AND 'EARTHQUAKE LOADS WERE NOT CONSIDERED IN ANALYZING THE STRUCTURE FOR STABILITY DURING THE CONSTRUCTION STAGES. ABBREVIATIURS: E.F. EACH FACE F.F. FAR FACE M.F. NEAR FACE STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE TO M-206-2 LIVE LOAD: AASHTO MS-20-44 DEAD LOAD: ASSUMES 50 LBS. PER. SQ.FT. FOR BITUMINOUS PAVEMENT DESIGN DATA CURRENT AASNTO SPECIFICATIONS: REINFORCED CONCRETE: CLASS A CONCRETE: fc 1.200 Psi, n•9 CLASS D CONCRETE: f0 1,900 Psi, n•8 REINFORCING STEEL: ITS 24,000 Psi STRUCTURAL STEEL: AASHTO M-183 (ASTM A-36) fs • 20,000 psi BAR SIZ£ NUMBER 4 5 6 T 9 9 IO II Cl5 A SPLICE NCETE i•_O" I'-3" I'-8" 3'-0" 3'-10 4'-10" S'-II" LENGTHASSD 0• i -3" 1'-6" 2'-0' 2'-7" 3•-4• 4 -2' 5'-I" NCRE TE _ CROSS REFERENCE DRA1,11ING NMRIP SECTION DP OETAII IUE4TItPATION 2) AS CONSI RUC, E D f„frn_ I DI 'IL'JN �RO.I. NO Mp -{+ NO REVISIONS REV, VISEOj `JOIU� J' oRAooB.PM L 5026 �11 j SUMMARY OF QUANTITIES R E � 1 S' 0 Ns ITEM DESCRIPTION UNIT I—T_ ! �Supsr- I Stru taro II Abut Pier 1 2 ; Pie, Abut iApproaoA 1 3 4 ! Slabi TOTALS 202 REMOVAL OF BRIDGE I EACH 206 — —_ STRUCTURE EXCAVATIONCU.YD.. --_ 18 2: 283 141 i 965 206 STRUCTURE BACKFILL (CLASS 1) I CU.YD. I 345 320 665 206 STRUCTURE BACKFILL (CLASS 2) CU.YD. 217 218 435 I 403 HOT BITUMINOUS PAVEMENT (GRADING EX) (MALIL AND ASPNALT) TONS 98 25 113 1 502 REINFORCING TIP EACH 9 20 20 9 58 502 STEEL PILING (HP IOX42) LIN.FT. 230 382 382 230 1.224 509 STRUCTURAL STEEL VA 330 665 514 BRIDGE RAILING (ALUMINUM) LIH.FT. 274 274 515 WATERPROOFING (MEMBRANE) SQ.YD. 832 235 1,067 601 CONCRETE CLASS A (BRIDGE) CU.YD. 69.0 119.4 117.0 60.6 36 601 CONCRETE CLASS 0 (BRIDGE) CU.YD 558.9 20.9 20.7 132.5 743 602 REINFORCING STEEL LB 66,810 5,715 19,790 1 19,785 1 5,515 13,240 130,855 602 REINFORCING STEEL (EPDXY COATED) LB 59,635 1,640 L 605 3,590 E6,470 613 CONDUIT INSTALL ONLY LIN.FT- 1,285 1,285 -625 CONSTRUCTION SURVEYING L.S. 0.7 626 MOBILIZATION L.S 0.7 T 1 1 1) WICX45 OR HPS 1OX42 MAY BE USED IN LIEU OF THE HPIOX42 c CONDUIT WILL BE SUPPLIED BY FORT LULLINS IGHT ABD POWER �& AES., LN u 5 Re�yiyaad �7 BRIDGE STANDARD 0 INDEX OF DRAWINGS DRAWING N0. TITLE - B1 GENERAL INFORMATION AND S1NIMARY OF QUANTITIES B2 GENERAL LAYOUT 83 ENGINEERING GEOLOGY B4 BRIDGE HYDRAULIC INFORMATION B5 CONSTRUCTION LAYOUT 86 PILING LAYOUT 87 ABUTMENT 1 AND 4 B8 WIMGWALL DETAILS 89 PIER 2 AND 3 910 DECK PLAN B11 APPROACH SLAB DETAILS 812 BRIDGE RAILING (ALUMINUM) B13 BRIDGE DECK ELEVATIONS 914 ROADWAY APPROACHES [BRIDGE DESCRIPTION 3-SPAN (32--i, 40'-0', 32'-1'') CONCRETE SLAB CONTINUOUS BRIDGE OVER SPRING CREEK 70'-C" ROADWAY CURB TO CURB - 670 54' SKEW 2 - 7'-6" WALKS BRIDGE RAILING (ALUMINUM) DIYISIiON OF HIGHWAYS ,ENFRAL INFORMATION SUMMARY OF 01JANTITIES [T;�� atlor. 120470.71 To Stotlon 129+77.S8 at:on :crFT. COLLINSSec 20 T 7N. R.681N. gigncl Cl. H9ELLER S;ruch' FCFRST-0.I-TMB ewing Number B I of 14 Drawings ---- - - -- - - -- --- ------ --.—_--------------- -- — - - - -- — --- ------------ - - -- - - -- -- - - --=- ---L-- -L -- -- —L-- - - OviS i)M i1NJ: WJ "^ ► �Kv REVISIONS ��jRMSEDLVOI�_ vurco:oe.00 ' 3R.d1 SO?.ls�l/ j Cr ! r / JrR/P7RSOE ORC 161AI,1[ s "J'f I /'-4. 91-6. �. _ \71a \ \\ \ .04, TOTR[ 4 e4orr F/RE J/YORA r f7TT I,V 1L/RLK gZ EX/ST ✓AULT /FCLP1 STRUCTURE EXLAI,#r10A/ L/L/E �.90.&AS r BY OT/JERS l �\ `. 51 � \ \ AlarcH e*&-T WALK ,GQ!UJ7�- 4 2 " eno (EX /ST. sema Q) 1 )v0✓UJT 11 V l i TEMPOer9.l`Y 11. \-�� CO.USTRUCT/OV SEWER ENCASEMENT DETAIL �:. YAC►IEJ ` �`_ �r�E!>✓SEMEUT CO+(/CRErE, CL.�SS.9 " 33 CY/. YLZS RE/,VFORC/t/!� .STEEL 4/0 LaJ ST,PL/CT7/A'E EXGAVAT/OA/eQim. WILL Awr !7E P.4/O FO,t JEP.4A.4,re4y B(/T/MCL!/DED 1 Q '• I 1 - '„� --___ !A/ ITEM G"OI COAkrre-rECLA51 4(M/5G) - 4. B/KE PRTN- �``' CB' I/BP 4'DeR7H) <GP. EX) ---- r EA/D B' COAKA'ETE J/OEWAL K Red IAI A/EW COMAht/EL AwAy b� COAACX.' _ _ J exe,,4v,4r/O1J S/DEWAL'K, A 1 8 LE iIE OIl�O -� X. 0 W. 6� (/S'EXTE.UJ/fI.(/ OFE.C�C.SSENEt/TJ CE.9Y CUTOFF �� A✓RLL /rl/TAC"T -- - '- -- AW OF E.t/GA.SE.titE.tdT to \ PERM.4A/EL/T SLOR-f EASEMEA/T 1 � _ BIKE PATH CURVE DATA CURVE RAO:US STATION OFFSET - rkee- TO BE 55, 19•?5 ;E' LT '- --- -� eyX/STL/6HTPOLt- "10.47ROE: � � + BJ`�-: r/L.[ A,�Oe/,CIO /ALE- 55'9A 136' LT3811 5?' EX I-4 vwl4' lFL' L Pf ✓ �IOu:IST cTY C'rl*A ` TO CCNTER OF CJRV£ �l EX/gr UTILITY NOTES — -" UTILITY P%LSTINQ xer FT.COLLIRS Overh*ad rir*. on the north l/ Ilev 2-4• i 2-2- p•.c i_IOHT C POVER •ids o• b:3dge to b. re.oved conduit* .upplied by (F.C.L.P.) by F.C.L.P. F.C.L.P.I in.t.I-d ny f contr.ctor. pvc conduit• supplied .y F. C. L.P. 1 .P.7 Ana tallM by ContraCto;- P. B. C. O. ( eai.tinp purer pol. on south- IMne tElectricl j .ut eurn.r to b" rorveC i raocat.d by A. S. C. O. I! (Carl 7+1{ Man. Ron. -is — I� RTR. CELL OA ExLting t.Uphon. conduit I C3 INr a` pvc conduit in I I eb.ndaned, r..ov.d by *id.r.lk. tractor. --' COLURBI*E I Non. I U R.v 1• pvc conduit in cnaxevasLOR j •T.-^t-LTRS I , F•i.tfng 16• •.t.rl ins CSRer 16' wtert :ne. men rATEH 6 5EVF,? I und.rn.itn chann.i, cu 5. deca1- F. QC exi.tinp 42• RCP enc...d I G r— concrete an u.:dernrath cn.nnel. oaee,.ant. See this aMn- • r data.te.I GRADING & UTILITY PLAN CU.PYE �AT.9 P/ .Ira /aet.zie3 .4 ° 980. 75' T = 99 e3' L = /9e 97' O = 5 •.50'3/" it 0AIC-.O2'/. / O/NT QF iY!/N/M!/iYl PT/C'.qL CI.EA.PANCE l ��--_ ]�AS EViSEDE: D —� a REYISIOMS L�! REYiScD�' VDID�-� / % i � .—..—._� .� -. o-.e,......,.�............-•s..- R E lG YS I O N SY....�s...+.•.o -- - ---_� --- -- <= i <= e� / f EX/_ST/Vr, /6 "WgTEL / (V4 / TO 8E CE~ V£D / a � EX.CS'T/rVG .P/D � p _—.T.--._ v i /4 " AV..4TEL i i U.VOE,C,t/EATN CNA�t/�l/EG h/ K^ W /" / PLAN FOiT EX/.ST/Nl�' UT/L/T/E�' e E .SHEET 8 /ot =io %' s. XM71 P/E.0 2 Ali I P/ER 3 f &G ABUT4 1 * EL 9Y/3 04 IL -APPROACH BY AB (T)'R ) WE *EL .4e_,/2.. aO Q920J v — F II W �6A4/0E EC. 6ROUTEO — I mow_ \ R/PRAP (/d'H//oTN) j 6 yo o x Q2 "/L F.5 (ly/; , (J/vOERNEATH [ HC c%t/fL &' fJ/i(E PA TN i0,w FL 0w C-1#44 SECTION! u /' o' s/CTE :rarr,gL (O. L:'A55 A Ox/ -S GCIASS f) �f1B0 Tim-ew •f,- f ,VLL C6%iii(XIEt .S/O ` 9�f�kr.P Piri9'G' Bii L/�E z 129 SCCY/[L/ .5444E /3E e'/ r!/Cv4Sf/S�C TO t^n/H/ i/EL, 1' `� TYPICAL SECTION A 1,/41145E,C3 .4,PE A-l"15H COL o,c3, SEE 0/r/G. S / PROFILE GRADE CENTENNIAL ENG'NEERING, INC ARVACA , COLORADO DIVI_5191d OF HIGHWAYS PROSPECT ROAD BRIDGE OVER SPRING CREEK GENERAL. LAYOUT Ctrslyrer J NEc1. r;E' '„•-u!'ture `'CF'P.ST-O./-7-MB �NumErrx S1TG I"q i=,'rntw c GI if{»- t, SUM7MARY OF TEST RESULTS ...I� Cb•.{icv.aG-d,nf Moly... AM.►w-r- y l�•.�rs � ,..I ■., �T...... I Uh 5..•n F.h _ voc cam. u.. ow« f C.---- _ Y r uFMO f:.ndTC�n r.. LI, L.n h1I M. • 1 0„ - I tt �' c 1 .r 1 Sal L1 cIF •� P c F! T 3 F I1 s. r, tTx F LA I 1 f CLAY ! A-4 1 56 29• 23 6 ' 4.0 113.4! I-8 10 GRAVELLY SAND A-1-D 30 22 1 38 10 NP ts.3 —1-- 1-C iS �i",FAVEI' Y SAND A-1-E 39 47 13 2 —� 14-5 I — ----- — 1-D 25 ISAND—!A-1-0� 9 62 24 5 - 45.7 -6 I-E 30 'CLAYS_TONE A-7-6 99- 42 18 124 ,13.2 12Z.1 * ----- — j�--�--1---1— +- 2_- y__ 4 _ Y_SANG A 2-4 _ 1 32 23 18 1 5 1.9 2-8 __9 _ L Y�Y SANG A 2-4 12 26 2-C� 19 SAND v GRAVct A-1-a 1 19 i 12_ 2-D� 29 1AAYSTONE A 7_663—� 1 9I 46 19 —+— TYPE OF MATERIAL 0'. 01 TOPSOIL . M.1 FILL: SAND AND GRAVEL , CLAYEY TO SILTY SAND: CLEAN TO CLAYEY, GRAVELLY, POORLY Sk•',DEU SAND AND GRAVEL: CLEAN TO SLIGHTLY SILTY, OCCASIONAL COBBLES CLAYSTONE BEDROCK' SLIGHTLY SANDY, VERY HARD f. 4 4920 4870 1 TEST 8014:+r � H:.'.• 5,.. J vneaJn Te> / .ora '�be 1 16 6T 1' C.D SI I . A. SvTo Y E^e .n L b hvnm•r4% n F.« poi Mf Y18 RS F0 ■DAC WFFI TO*a, F■Fc w I Di V151G1 PROlFCT YIIl CD D BRM 50260 )� r - v----a----..- — ASCCNSTRUCTED 40 REVISIONS REVISED - �- Vol N JL '! LEGENE, CONT'NUCUS PENET9ATION -EST F)7 0c... Pn, 1. .. Lb 4- 1L c ¢ 1 cc 9ba v. Foos OF PI HWAY!E I 1 ,: ,I T. 30, n9 STATE OF COLORADO i Loco ...., of C ENGINEERING GEOLOGY PROSPECT ROAD _¢PRING-CHEEK---_--� FT. COLLINS S• 17 7N a _$ow I (, Cva 9o.'p Ab d• br ✓-�.4 C. B.d F. E�y..c. .�•d e, e.D L i Der• _ 1171 IS.EICT!'RF CFR^?-,�I=MH Myz DISCHARGE -FREQUENCY IN 491( 4901 ti 4901 Z 0 490w 490', 490O 1.5 2.33 5 10 25 50 100 RECURRENCE INTERVAL IN YEARS STAGE - DISCHARGE STAGE AT UPSTREAM FACE OF BRIDGE NATURAL CHANNEL - - - - - EXISTING NEW CONSTRUCTION _ LC"4 10.7 O'cfs a = 7 ELEVATION OF THAL.EG 11900.40 0 1000 2000 3000 4000 5000 6000 Drainage Area /3 Sq. Mi. CHANNEL DESCRIPTION Bottom Material - Cohesive ❑ Non Cohesive Bottom Material Size - Clay ❑ Silt ❑ Sand 0 Gravel Cobbles ❑ Other Stream Form - Straight ❑ Meandering 0 Braided ❑ Mannings 'O" for Design - Channel .0-330werbank •0-35 Debris - Brush 0 Trees/Logs 3 Ice ❑ Other COMPARISON OF HYDRAULICS° Velocity -fps Froude No. Max. Backwater average main channel Q Natural Channel 6.7 .53 Existing AIZ1A ft Proposed 6-9 .3G C.2 ft VAT PROPOSED BRIDGE LOCATION DURING DESIGN DISCHARGE COMMENTS IQ FUTURE Cf?UO/T/GN/9(t/O U 3' LLFTG`,VT/O.t/ t C.9,t/.4t1 /A/R�iTT.9T/O.V) 2�FEMA O/SC//A.4rjE S (EX/ST. ! 2�W/ 7/T/OXXV �f/OCS Z(/ �L /ANPoRTAT/Gb(/Lf ,tA%7 OETEX/T/O.t/I 4.9TEf{__L�fr7/t/.9Y�E/YAY fY�9.(/ Lilf�'//�7rQ�ES(ccX/ST c i7U0/T,'O USJ 4 /.VCLCIOES .4iPEA Tff/BU �T>' TO /i(/TE/4'It�PTOR C�9.C�RL,S. 5 AlEisCY �'LL(/STRGYTED T4�i'PEZO/O/7[ R/f'FfAP r11,q 1,V_-L Q DISCHARGE IN CFS ,/14if TOP OF R/PRAP EG. 490 9. O -- ,4/PRAP F1L TER _.,/ AI V1qTER/AL SECTION .vrs A � FPOA/T FACE -BgCK FAC +/3� q O° ABEI�/V SRO EO R/Pf7AP STq 4/Of/O C. G',OSPNALT Q//fE A4T// C C.Q/iYE PATE/ PT,STq C0.9 4G.69 - ---- -� - - /O COW FCO/Y EX/SIT B qlO,-E STq 4/0 t 1\ fie+ !/ � I/ATCf/ EX/ST/(/� Ct3(/STRUC.T/LX/ A? STA 409 t 4G. a!) /i * rRRA/SIPM1 rO $ROC/TED R/PRfIP SECTAW VrR 4/0t00 TO STA 4/0 s/O a ADA/- FEDERAL RID ITEMS S "TOP.SO/L �1 PMtYFOn R:OA(.T NoA- ..._. -. TIT 1- COLO. �HR.4! 302GI)i !2 �-- ------ AS CONSTRUCTED-= _ -- - srA 4/ito7 REVISIOf jREVISEDE:'vG1D � C / EX/ST/A/l�' LOiY FLOW ClJgA/A/EL 0. 4 PROSf�CT RD. A/OTES G. G SPR/Alq CREEK A PLACE R/PRWR OA/ 2.'/ SLOPES �- 2. SEE CjRNPIA/Cj ifdrICITY PL qA/ xqo, FOR PROPOSED O/S RqO . 3 NATCf/ A/EWLY 141UST4L/CT/EA/X SPRIA/C; CREE/( C11,gx1 1EL qT 9tG 4. G9, `v1 SEE !jEA/ERgL LAYUUT Ot�G 52 ,S,-,5 ¢. FOR rYP/CAL CA/AA/A/EL SECT/OA/ STA 4/01,/0 /Z co \ S. EXROSED R/PRfIP SHALL BE "OF C7�Sf'" - COVERED N'//. 5 TOP,SDIL Q +/Zg EXCEPT C/A/OER Tf/E BRI E. STq¢//tS/ 6. SPOT ELE!/A7_10d1S /00 A107' /90 S9 RT- /,tCZ1_ DL' TOPSO/L . 7..P/P,04P STRUCrL(RE EXCAVATIOA! 15 PROS�CT RD. /A1CL C/OEO A//T/I TAKE lL/AA/A/EL PLAN C.C/AA/A/EL 27 5' a4"ASR//r4CT B/ffE PATf1 �NLiP (� RALYA/ EX) LO FLL7W L'C/AA/A/EL /O 3 8 I I C//g�PRO T < e:YP 1 T- R7 CO/Y iC0/Y oa TYPICAL CHANNEL SECTION a STA 409+46.69 TO STA 410+10 O 0 --- Wt h y1v (} CC • 49.�0. T c-cr ��c�'� 'a PROPOSED /G'OY.F f�YATER 49/O - - � X1-'WLY Ci��/STi4U^TL"O ----- �00 Q 1►�-- fi` - ------ 9 �� VVATER _SURFACE PROFILES EXfXJIYiIT/OAJ. 8.4ETTEQ.S /A/ 50XE5(EG. �) ARE FOA! PEFEA'EA/CE OAJL Y 8TAIA/, TI-/E PLAN t TYP/CAL Cf/4AJA/EL SECT/O.V. ®/ Vf1R/ES FROG! P. 5 �STq 409*4 TO EO �STA4/Ot00. Z.D'STq ¢/O¢00 TOSTA4/ot/O. 2® YA/IYE9 --Raw J. 0,w STq 40-1 t 4C.499 TO S.5 �.srq 0/0to s STA. 5. 5 '4/0 *00 TD STq A/Ot e Fnow -50'CTA. tT.S 409 4G. G9 TO je CF/!lA/A EL pp, TA. 4/O*OO. %J TOP OFR/PRAP ELEI�AT/O.V F/LE YRRIES FROM 4911. / AT STq 409 > 4G. G9 To 4909.0 z! �' 97 STq 4/0t 00. �.tf.4TCf/ -rj,.POUA/O EXIST. / O' FicrER .c�RTERiac (0.3'lY VST 7OA/O.S' czgss BI L/,N/TOF R/F'ftLIP E"XCi7{'gT/O,(/ OA/ P/ SL OR - TYP/C.9L DEPARTMENT Of Hiff H)AIAYS STATE OF COLORADO DROSPECT ROAD BRIDGE OVER SPRING CREEK BRIDGE HYDRAULIC -- INFORMATION _� I D,",ng N; ber R 4 o' 14 Draw.,Ns�i DKir-A bg UL.Mi-Anp-- by b M"WAC _ 1 Aate_JUNE 7936 S"�"z.UCTJRE u0 - CPRFT_ 0.' -TAS6 - --- - - - --- - . lv /36'-&i v, - our To our J L # B PG. ABUT. / + BE,UC/,h1Lr1RK ,PEE n L1ETA/L S T,14P Ow6 i �Q• qX M t� ha a • ��o v 0� —e 2"� tr 5,10 Rye. (/USTALL gULY) E A"� F 5"0 PlIC. CFC.G.,�)(/,t/STALL LWLY) ►, 3Z'-/" P/Ele 3 it 2" m 0 4- 0 P. 4C. (FC. 1.,0,) rvLt WZY) / .S 87.59'30"E � \ i AS C(AISTRUCTEU ��_..__-----� r`,',�-.,. � . . vo,. va.•. »� .s:- .,. ' :»ens --_I—,BRM jNO REV)SONS t REV SED 0 e&6. ABUT.4 Q�, EK TE.iJD F.C. 1. P /O' PAS 7-6. F fIBC/T (TYP) i 0 -B F ABUT. 4 APP,40ACV SLAB (TYP) P,POSPECr 20AD h a \h ao bL a y/ 9 t` ( EX TEAJO CABC EIS/S iO U \iE Z`41 Pf'C F0.2 CfIBLE- - _--v— N l//S/Ol/ rr` 4 PvC i MT•(/ BELL 5'PAST E,uo FO e Y1T (/ BELL / j OF W/,UG K/,9L L ('TYP) %4" /37,-4 %d" OUT TO OUT CONSTRUCTION LAYOUT One marker to be placed on Bridge$ as shorn. The station shorn on morker shall he the Cenler line slatmmnp d+reotly opaoede the marker � \Aj f S■ 5, }STAa A J 0 0 0 0 NOTES: All work shall be done in accordance with Standard Specifications applicaft M III ►lie protect. All exposed surfaces of the bronze tablet are to be ground to a smooth surface All ^ � j letters ore to be depressed a minimum of i/16 inch Information on the bronze Ibblet in- - ! dtcoled by pm lines is to be stamped to field by the engineering party after marker is i-h Aloced 3/16 inch letters and figures to be used. ProAct designation on tablets shall be properly shown (re I for Fed Aid Interstate, F for Fed Aid Primary, S for Fed Aid p Secondary, etc B e for State Protects See details below) Bronze Bench Mork Tablets will be furnished by Me Division of no expense to the Contractor Installahon of Bronze Bench Mork Tablots will not be paid for directly, but shall be rn- chiaed in the price bid for Concrete CENTENNIAL ENG!NEERING, INC ARVADA , COLORA00 i7!`lialC?N OF HIGHWAYS 1 \ I i`r Fi. � 1 1 4 Z PROSPECT ROAD 5RIDGE OVER SPRING CREEK CONSTRUCTION LAYOUT Deslpner 0, HeLLER Srrucrre �CPPST-U./ TNB --- _-- - - SECTION �� -' Det>3da� C f'.ACHECO Numhels -- Drs BENCH MARK DETAILS w.r; r4urcer � S cr /� Crev�rgs Page is too large to OCR. �P?ti P c� p�4 Q�� p5Q`v VQ�p� Q�p� PILE TIP REINFORCING DETAIL LSE- L!rED /N L/EU OF PE%NFDPCEl�T//>Si+VOVIV /Yy7Es : /. ALG P/L E9 A,PE END BE.9.�'/N6 2.f)1-G P/LE.r APE f/P/41.r42 3. EST/MATED i'/G E T/P EG E'//AT/Dit'S' P/EP 2 3=4877 7/PS' A.9 9/'O!&/ly Olt, T///5" AS FOG G OLlJ...4 : S2. 4 r01J S SA -? TO.US 6.AL!_ �'O.i9it1E.PC/,4G P/GE T/<'S' S'/f,9LG S//G " siNGG E !�E//EG �,P✓ovE CuELOs' AL aNcs T.'/E Ol,/T_.4/GE TiS/E �/GE FL.�iVGF5. AS CONSTRUCTED NC REVSIONS � r---- r� VOID It REVISEDL i `ENTENWAL ENGINEERING, INC ARVADA , COLORADO DIVISION OF HIGHWAYS PROSPECT ROAD BRIDGE OVER SPRING CREEK PILING LAYOUT ^as ;ter D 6-;EL Le X' i ,„ w'. 7 NumDe's �urawing �,umher 6 o of 14 DreewnC .48C/7'. / 3%8" .4/3L/T. 4 3%4" A/3UT / ABUT. 4 EL EL 49o9B0 A4UT 4 �„ � AS CONSiROCTEG, ,��"•ro ( - � � .b �a.�rs 1O REV SIGNS RE 1SEDL---- VO D�� vin BRIM5026 (I) /S ~ N PROSPECT .fDAO AA/D PROF/L E G�f'AL7E \�, a t a � a Zc+ \\ PRO✓ELT /'O�A170 b Z+ Q1 AFP.4-10.4Ch' SL AB ID To LAYOUT L/A/E Q !o" NAUA1CN F0,P 2,_G' SLAR RE/A/FOPC/(/G Q TAA/GEAIT �i3AC�-J FPOA.1 h Qj AFP,90,4 SLAB 7 C PT STA. /291-20.97 \ SLA/3 /'O" /' 3" /' 3' y."1 Q Tf1/CKEA//A/ro Be In 4j G EPDXY COATE/) Q v (k@ /.3/' .4.91/TMEA/7 ,frA. /28t 7209 A8UTAJEA/T / O' AfJUTMEA/T 4 STA. /Z9 t 76.23 ABUTME,f/T 4711 \ �� *S t'TOTAL 5) W e TO B,' EPDXY COATED e 49-3Ae " 9 PILES, O SPACES ID//'-O" = 98'-0 95'- // %8 " OUT TO OUT �/JECK 93' - /O %4 " OUT TO OUT DECK PLAN Al -- PLACE PA,PALLCL TO LA ✓OVr L/NE 7 C•OA/STRUCT/OA/ ✓O/A/T f I - - - ---_ —_ 4'Sx/'-(o"� EACH FACE Q �/'-6- u �� PLACE PARALLEL To LA ✓O"r //NE - .(F7 V �' I �+ HP/Ox42 I TYPICAL SECTION THRU ABUTMENT PROSPECT ROAD AA/D P/701" L - 6AXDaE EL 4911 74 ABUT. / EL 4910.96 .4/91uT 4 xS0=0 �EF) �7lrorA� 4� � I� i 1 �#7(rcTA ELEVATION --- ---- - - -- -- - ^i EL 4910,94 ABUT / EL. 4 9/O. 33 4,31/7 4 EL 1904 50 .1.9UT / 4 .ENTENNIAL ENGINEERING , INC ARVADA , COLORADO L);VISION OF HIGHWAYS PROSPECT ROAD BRIDGE OVER SPRING CREEK ABUTMENT I AND 4 '8314nQr �"' HEILf,P_ �I•uauro Da`ailer C NEC.!SJ,4n?; Numoe�- - ----- -Drawing NDInLer Pof 4 Urawmr> EL EIllAT/O,V A E4E✓W7'10A/ B EL. 4 904.50 IElea. ABUT. b' APPROACi/ SCAB 2'-6" BRIT. r4191/T. i I *4 6D 9" /VS/,OE FACE e4& /'-4- OL/TSIDe FACE Tl � I #4 x U E /'-0W 5 x 4'-0 "B P-0 - (OUTS/OE FACE) rl5x " 6) b"(/,(/S/DE ELEVATION AS CONSTRUCTLD NC REVISIONS REVISED[i VOID COLOR 01 0RM 5026 (1) �_1 I F d/OrES" RE/11F01?C1AAj ARRS WgRKE,0/Y/Tf/ A.1/ A`.5,11RU BE EPDXY C6W7EO. i rM4 , TOTAL 4 TOTAL 3 CO,I/T FRom SIDEWALK * /O, TOTAL 4 CO,VT FROM SLAB (# TOP O,VLY) **Sx F' @/'-O"-- A=5x4'-O"e/'-O = W5 a 5'-b"co b At /O CO.UT FROM — SLAB, TOTAL 4 (* TOP 0//L Y) o. 4-4, TOTAL 4 004 CO,UT FROM m- r S/OEWAGK � N 3" J V � � Q , 2'C/ TYR EXCEPT A3 ,l/OTEO j O V V TYPICAL SECTION THRU WINGWALL B,2G. ABUT. / / BKG. ggUT. 4 L 6 O e ABUTMENT PLAN .--4 CENTENNIAL ENGINEERING , INC. ARVADA COLO RA WIN GWALL I L I 8 , ELEV. A i ELEV. B� DIVISION OF HIGHWAYS 16 -4%g" //Z,OG' 49/0.76 i 4909.46 DROSPECT ROAD BRIDGE f//W /(0-444 G5'43, 4912.37 49/0.87 i OVER —— - 67-54' — 49/1_!0/ 49/O./� SPRING CREEP -- - ---- /b'-4/a' --- ---- I- 3— ---- -- WiNGWALL DETAILS EiectQner QhE[�ER ;Stroctorn lL_F.CP�.ST=C2/- i.e'sdg C);w—I y ?!a tuber p Of /111 Dras,lr t i P/E/7 3 otonl O` 94'- 7f PIER _Z 9.57- /0-- P41I- %r EXP. JT MgTL, AS CDNSTRUCTE�,_ rND RE -VISIONS ^�i REVISEDC VD]D�wwennc 9RM 5026 (1) /T C� P/ER r�3 i I 9 .SPACES �/0=0�= 90'-O"; TOT.9L 20P/LES P/LE SPAC/.t/G L 8"ve x%Z (Gi9LYR.(//ZE) PLAN Q. * sraos /'o "(STAljCjEREO) G OON/ELS A¢ X 404ce' SECTION THRU PIER NOSE ANGLE EACy FACE P�SPECT /40. EL. 49//. 67 P/EfT 2 _. ?7 P/ 3 - _ fL 49/0.86 P/ER 2 f[. 49 /O.66 / 3 - r 4r4 0 /'-0"EACH FACE � (� rP/ER gl/C�LE 4 T/E /3A.PS L, @ / -O " .SEE OE %J/L rig Eq El/O ru/Ss f/ 57_ Of-P/ER A i EL AB9S /O ti P/ERS Z�` 3 oa. IL ez /'-O" EACl/ FACE ELEVATION yl I[�r(I I 11 6,PYC SLEEVE MATL. / •• y TOP 1'4YCT ZVL-) /Z EXP JT. /-p- Ut/LR SC B (7YP.) 4" - 4„ '�6 OOiI/ELS xw� E 4=0` (ALTERAgTE l/GL4Z. LEA e -- PLACE PAR/JLz EL TO jg) 2"CL. �d N Eq. ENO OF P/ER tax Q L PACE AS S/JO/V.t/6) f/ /Ox 42 TYPICAL SECTION THRU PIER #.6e/'O. �4C/� O• 4y?• i �V SECTION �A �7CL e'0A1,G'R,FTE -Ole 7x/E- F'/ER S .5,'09[L BE ClgS r q rl [dxBx //e .S'EE' OETA/L CENTENNIAL '_NGINEER'NG , INC ARVAOA , COLORAC DIVISION OF HIGHWAYS PROSPECT ROAD BRIDGE OVER SPRING CREEK PIER 2 AND 3 :7eEggnc• L _K,�?if�f.�'?-qf7 _ Slr�ctura �eta;Ier Iy' LS9RABc.=LOS 4 Numbers � —�---' Drawing N.iber 6 9 Cf /¢ Drawing r N JL �r I As TRUCILD RE � •---I �— -- /os'-2" BA4'/S FACE AGUT Tc BACK FACE ABUT - __— NO REV. 'N° L-� REMEDC� VOID�� YII1 `OLOR"°° 8RM 5026 U) ;B C BA'G 9BUT. / P/EA' Z R16-R .3 I B f G. ABUT. 4 I �I 0 J N LAYOUT L/A/E� _ --- '-- - --- _ o, C O ►O. o. S �9 [A WT � E) 3 J t O /%j it -O- I . 7'_` - -70P, 2 BOrTDN (TYP/C/aL) 32' 4 32' /" J //O' - G'/d' a4ex FACE g6VT TO BACK FACE ABUT. 3B'-0' ALUMA(IUAI RA/G e, NOT B/TUAI/,UOI/S omleweAlr A 107' SA10WAI.. FOR GLgR/TY SEGO Oit/G R/2 /' rRVC'2 �4'�WATE,PPROOF/AVG (/A/.9T.91L OVLY) MEii1BPAUE b� ,, 1 02 //FT. - -- I # /O COAT O( TOPO.VLY) TYP EDGE DECK PLAN 87'-0- our TO OUT PROSPECT A20A0 �' RR10GE #/o@ /'-G" I l #/O x //'-O" E� /'-(o" /.�iEre 2 e 3) —-le—PROS,—,—Cr RO. f' ,e BRIDGE �' a O2 %FT. 2' f 5 -ve — (Gv:STA! O.VL Y) #5 N /'-0- NI */O x SPA,/ 2 TYPICAL SECTION THRU DECK PARAPET CONTROL JOINT .f/OTE : COAVTHOL JO/.VT.S OAI BOTf/ FRCS e TOP OF RWIWPET. ,VOTES.' PE/AUF0R,'1A16 BRRS M"KEO A117-H p,V ?E Sh'ALL 9E EPDXY COATED. Z AL C CO.VCAeETE PA,egPETS -' WqL KS ox, BR1996E SHALL Be CLASS O -lloklC,PETE 3 B.e/OGE PgpAPETS SHALL BE COA/STRUe PL UMB. 4 BRAOGE OECX 1cWR,910E7-S SAW44 f/gliE COAJTROL 101.V7'S AT ZO' S. (COA/OL// S N S/DEW U( M/A1. OF / Oe" eZR BETWEEN TL/E.K. 7"7� o4 CO.VT CENTENNIAL ENGINEERING , INC. ARVADA , COLORAD " TOTRL 4 \ TOTFIL 1 � `04 XF rm P-o" PRCSPE(;T ROAD BRIDGE OVER SPRING CREEK DECK PLAN ri•�alglaor O, L/ELL E!s ,Structure FCPh'S7"J./-i L'-Dtaller L��'�GL1EC0 Numpers ewmg Numbe_B ,'O �cyt ;4 Ca-�arewln; � V • I J �'z" Ewpri JOlnt Mot L. --------------------------------------------------- ----------------- , / / � � 51 bSleape� , 6j/ • i i �5e 45 1 O -- q d i / �t O• Siao , �0 1ryO ` Top OF Slob , •e , i A CGn?erlin� O'f �4"1a�W0Y HOT alt�.m�nous ��ernenr 1 DGrL7�1 �B" 2 GI PL-Ati • FOR (9 4e 4 SEE 101wl. Bd "4s Or I'G;' or WWIR 4.4 - W4+M4 Goly shear _ A O J J i - LJ I �J9 (6 roto1) :aa C=!?19 2.-0" With Aiphol+ 2ocI4woy SECTION A 11 --0's fxwsl Ruc tic) +SAE"_"� —+-•—� Ia0 REVISIONS i Rf��—,54D �_ Jl VOID i 1 ENO OF W1Ao0WAZ !_ i'E=--C-1 Slob SEE DW4 B7 �y'�xpan�on Jo��t Mat'. ✓ETAI L .B, d Carcst+e Rood Yoy • "Wide r 4 7,ec.. r r asse11 _Io,ed- _ e D, foamed c-ve• - t.*^ylene „inyl xa`o*e i Ic— crlk, a+tylene opo+y rne-. Goiv shed metol j I \1 }J a'-o• I I ,1 I SECTloi, i W,*ti ConcrL+c 2ondway Slab ;art aoapl�.ou PRM 502(0(/) ! 19 GeNeRAL NO-re5 EXpO'�liOn ,}plot ►/1Qfkigl in011 T{t� An1-� O Spec W1 L13. REJAJFORCJA/G BRRS AfRRf(ED /Y/TN RM * SM/RLL BE eR0XV CORrBD. 7 G' S/QE/YgLA' * 4x'n @ /=o' TOTRL S 'L a Be EXP. JT. Mf7TL, -� ` •. - .G� ` ` /t4.f/�/1'/7LL, SEE A/LS DIYIj ee SECTION B11 C CENTENNIAL ENGINEERING , INC. ARVADA , COLORADO DIVISION OF HIGHWAYS PROSPECT ROAD BRIDGE OVER SPRING CREEK APPROACH SLAB DETAILS ..+,.�......,,..�.ee.,�„�.d�,�-a•........ 4-,...�.,?5.,_..,.p El//J OF ,W1A16it44CC I ELEVATION ENO PLATE Xj X T I•X 2'-10' PLAN MAX- POST SPACING (TYP) I DETAIL OF 'RAIL BEND AT END OF WINGWALLS 2'# HOLE SI STEEL RAIL 3"0 ►TOLE N END PLATE ONLY. 3 1'.4 STIKL RAIL SAD PLATE r. 't ENO: .PLATE SHIM i,, X3 1,; X 2'-9314" ' 2 PER END PLATE 17 1111 DRILLED ROLES FOR PRESET ANCHOR BOLTS. KNO PLATE SHIM DETAILS SHIM 'A; X T'h x r-4s/e' 2 PER END PL ATF .µ IX x 0'- 3•� 40.@ x J No. ZtAU THICKMEi AS CONSTRUCTED CLAYIPPDIQ BAR. �0302(/) 00 AG.6lFII,M —� �co." NO REV SIOIlS �_-_-,� REVISED�J JOID_�� .00 STASA [E9 STEEL CAP-1• 1 C149T TRll[ O'4 NE 2 !C�(LiRWITH CILI VED ANO TTBi+iflrC CAST $AllrllfM WPAMEN (2 PER PO^T) XCORE 1111401 man { Kit + SLOTT[D MOLES IY"It A a •�a • / � y � L : I I ZI I • +r TOP RAIL I 4" QIA. GENERAL_ NOTES A "I 9TTOM_,-TAIL 41/2"DIA 1� • RAILING POSTS SHALL BE SET NORMAL TO GRACE f{ • RAILING SHALL BE FABRICATED IN 2 AND ; PANE! LENG"t� • ! }� �--+qj.."=• I \ � SHINS SHAH BE USED UNDER POSTS ANDl1NOFR FNC v!_q-E�. .-!f-E RE OLIIREC BY AL IGNMFNT. • � R +! �• �p� SHIMS SHALL BE ALLMLMLIM AS ,DESCRIBED IN THE SPFCIFICA'10NS R • l- +�- 4 THE SHANK AND ROOT OF THREAD DIAMETER FOR ANLHDP BD_'� "d TAI FOR SHALL BE A MIN OF 0,62 INCHES. •' rAw TO ""AT DRVIW. FIT I" MAXIMUM REDUCTION IN DIAMETER OF BENT SEC'ION SHt;L BE T1Af[ � 1��AIsiO . 1 1 L 11 1 t P X 1 # X O•- Bl• � '1' �i` _ MAXIMUM REDUCTION 1N SLOT NIDTM [N BENT ?USING ,HAIL �AR• T• ANCHOR BOLTS, NUTS, AND WASHERS FOR ALUMINUM RAN ING -ASTAWESS EEL A}b-Dx •T--' — - BE STAINLESS STEEL AS DESCRIBED IN THE SPECIFICA-:ONS. BMW WALL. 40. r — WALL THICKNESS OF TUBING SHOWN ABOVE SHALI BE MINIMUM NOH;NA, r AVERAGE WALL THICKNESS. T , CURVED STEEL PCAPER DCREW — A TN CURV[D AND TAPERED CAST - _ ALiIIDBMAM WASHER 12 PER POST) w T-- _r�• �, R ff t � '-4•t , Q - -- - -- SECTION A COR[ l"IMtS FOR AMtHOP BOLTS WITN S•DRAFT POST CASTIN r-37B 6 �• �� _ �r ,_�- 3 SHIM }X; X0'-6 ' SI'm1. X3;X0'-6�• 2 PER POET Porr smim DETAIL$ 2 PER POST _ _ I ' PANEL LENOTN - ♦ EO DEAREST I roST 3ZC BARS - WELD CHAMFER BEFORE THREACING TO ANCHOR BOLTS • m 6" 6' 2,-8 LLONO 3" TNR'D n� E r T MRb CENTENNIAL ENGINEERING INC ARVA DA COLA RA CC) 7i LONG -� ANC►q T1N r 6BARiO'•S --r LONG -nLO TO TOP OF - -y: �- ANCHOR BOLTS4 36 AN Of? YOLTS MIIAP[T—� S ° O'-2%LONG .'�I� s AN R I'-o a .a / 0-9•d4• LONG. CHAMFER BEFORE THREADING WASHERS i' TOP` -OF PARAPET ANCHOR BOLTS AT END PLATE ANCHOR BOLTS AT POSTS ANCHOR BOLT SETTING DETAILS DIVI'SiON OF HIGHWAYS PROSPECT ROAD BRIDGE OVER SPRING CREEK IU BRIDGE RAILING (ALUMINUM) fy'r! Ge-StrictureO. /-T/ader �NEGESSARY Numo•nrBwing Number 8 /2 of i4 Ch awlnoss i ... .•. "" SENT LINE SENT LI C00F01NATE5 FROM BENT LING 11EYT1 TINE ELEVATIONS coamiIU TEB FRCN `'7A7 L'� ............ Div SiON ; vHOI NO ION EI EYAlIU/9 AOU1bTE0 LAYOUT LINE LENGTH FTOI OElo1A 1PTI0H I AO.AISIEO LAYOUT LJNE Lfl#:?N FRUN T-AX78 SIIUER LINE •cc,on ..o � - A STATION OFl:ET FINISHED FOR --AXIS 9C BIDER LIME OF STATION OFFSET FIN15iE0 FOR ELE'ATION __ ---�_ - __ 9v OFFBEY FN01 1EN51N a YIII COLu6wW BRM 5026 FRACTIONAL ELEVATION OF/0 LOAO OFFSET FTOI LFJ67N FRACTIONAL DEAD LOAD OFSFT OfOINATE EX I[p10q POINT Of6ISNATION OEFLECIIOI OFFSFi X IBOIIUTE Y EXTERIOR BIRDER PRINT OE81C4ATION TIEFLECTItd1 X I Y I 91WEP r AS CONSTRUCTED NO REV]SIONS 0 REVISED VO[D= LONCITLI3INAL LINE: WORTH SAGE OF DE01 LONGITUDINAL LINE: CL BRIDGE G PROFILE ENT LINE � ELEVATIONS COODINA7E5 FSOI BENT LINF KBCNIPIION I '�` AD.AZTED LAYOUT LINE LENGTH FROI NW WING 126+75 7153 -43 5000 4912. 3673 -42"4097 2. 4am -45:7'727 -14.9987 BF ABUT 1 12B♦70.7100 0.0000 4913.2369 :.2877 -.5229 1.3898 0.0000 OF 47A7101 OFFSET FINI6NE0 FOR __ Y-AXISw CIfO BF ABUT 1 128-90.0770 -43.5000 4912.3477 -42.9918 37. 4572 -48. 40f0 O.000O CL ABUT 1 f2B+72.OB92 0 DODO 4913.2374 1,2f 80 .0569 1.3145 3.3762 FlUCIMIAL ELEVATION DEAD LOIJI IE OFFSET fRQI EXTERIOR U CL ABUT 3 328+91.3859 -43.5000 4912.3444 -43.0340 18.6234 -46.4485 1.3688 F-f 120+75.2953 O 0000 4913.2374 1.0635 4.05fi9 4 5853 POINT DEFLECTION OFSFT X OOINA Y c-1 328+94 4307 -43.5000 4912.3358 -43 1250 22.0020 4.5466 F-2 f2B+I..5013 0.0000 4933.2359 .9194 7.259@ 7.7913 OES16NAIIOM BIIOEN F-2 328+97 4756-43.5000 4912 325a -43 .2061 25.1809 7.72" F-3 328+81 J074 0 0000 4913.2329 .7859 10.4631 30.9974 F-3 329+00 5205 -43.5000 4912.3143 -43.2773 28.3601 10.9067 F-4 128r64.g135 0.0000 4933 2283 .6628 13.6668 14.2039 F-4 f29+03 5654 -43 5000 4912. 3015 -43.3367 31.5394 14. 0666 F-5 128+88.3396 0.0000 4913.2222 .5502 i6.B709 f7.4098 F-5 f29+06 6103 -43.5000 4:12.2B75 -43.3902 34.7189 17. 2666 F-6 528+9i.3210 0.0000 4913.2146 .14Bf 20.0753 20.6157 F-5 129+09.6551 -43.5000 4912.2718 -43. 4908 37:99M 20. 4165 F-7 126+94.53i8 0.0000 4953.2054 .3564 23.2801 23 B218 F-7 129+12.7000 -43 49i2.2548 -43. 4636 41.0754 23:62654 F-B l28+97.7378 0.0000 d933.1948 .2752 26.4651 27.0278 LONGITUDINAL LINE: SOUTH EDGE OF DECK F-@ 129+15.7449 .5000 -43.5000 4912. 2365 -13.4a55 4A.2562 26.8064 F-9 129+.0.9439 0.0000 4913.1826 .2045 29.6904 30.2339 F-9 329+18.7698 -13.5000 4912.2189 -43.A975 47:4381, 29.9853 CL PIER 2 1?9+04.150. 0.0000 4933 1689 .1443 32.8950 .1557 ?3.4400 SW WING 126+33.6444 43.5000 49•,2.2516 47 2130 -33 6269 50.9559 --14 PIER 2 329+2f.8729 _ -43.5000 4912.1955 -43.5000 50.8181 -46 9494 33. 1682 F-i 129+06.1500 0.0000 4953 3496 .0836 36.8955 37.44D0 gF ABUT 1 328+49.3386 43 5000 4912.323E 45 9989 -18.6782 49.6465 0. CL -43.5000 54. 6321 37.f603 F-2 129+12.1 00 0 0000 4913.5260 .0397 40.8953 4z 4400 ABUT 1 128r50.7969 43.5000 4952 3393 45.6724 -37.053 49.5379 F-S F-2 l29+25.8670 329+29.6830 -13.5000 -43.5000 4912.3:55 4912.1337 -43.5000 58.8062 41.1543 F-3 329+16.15C0 U.0000 4933 1040 .0119 44.8952 a5 4400 CL F-1 128+51 1839 43 5000 4032 3393 45.6724 -14 0593 4 F-3 329+33.6551 -43.5000 19f2.0993 -43.5000 82.6002 15.1164 F-4 329+20.1500 0.0000 4933 0776 .0003 48 8951 49.4400 F-2 328+57.5709 43.5000 4912.3483 45. 4577 -10 8297 7 F-1 129+37.8492 -43.5000 4912.0625 -43.5000 66.5943 49:1425 F-S 129+24 1500 0.0000 4933.0489 .GOOD 52.695! 53 4400 F-3 f2B*60 9579 43.5000 49i2.3555 45 2542 -7 5993 11 -43.5000 4912.0233 -43. 5000 70.5864 53.f365 F-B 129+28.t500 0.0000 49f3.018 .0000 56.8951 57.4400 F-4 128+64 3449 43 5000 4912.3611 45.0Big -4 3682 i4 F-5 129+41.8432 -43.5.00 74.SB24 57.1306 F-7 f29*32.3500 0.0000 49f2 9843 .0G00 50 8951 61 44U0 F_.5 528+67 7339 a3 5000 4912.3650 44 8807 -3 f365 17. F-6 329+45.6373 -43.5000 4911.9817 Si.1246 F-6 129+36.3500 0,0000 4952 9484 0000 65. 4400 I 43 5000 4912.3671 44.7iO6 2 0955 20. F-7 F-8 129+45.8313 329+a3.8231 -43.5000 -43.5000 4911.9376 1911.8915 -43.5000 -43.5000 78.5765 a2.5705 85.1187 F-9 129*40.f500 0.0000 19f2.9f02 .DODO :4.8951 fi8.8951 E9.d40a c-6 F-7 128+71.1189 128+74.5059 43 5000 A912. 3676 4d.5517 5.3286 24 F-9 329+57.8195 -43 4911.8429 -43.5000 86.5546 69.1120 CL PIER 3 129+44.1500 0.0000 49f 2.8656 0.D000 72"8951 0.0000 73.44a F-8 f28+77 8929 43 5000 4912.3663 44 4040 8.5650 27 CL PIER 3 129*61.8135 "5000 -43.5000 1913. 7919 -4 5000 90.5587 -46.9494 73.1068 F-1 329+/7.35B0 0.0000 4912.8]53 .0000 76.1031 76.6480 F-9 528+81.2799 43 50004912.3534 44 2675 it 7909 30 4911.7192 -13.5000 93.7867 76.3148 F-2 129+50.55:0 0.0000 4912.7995 .�000 79.3111 79.85605 CL PIER 2 128+88 70 43 5000 4932. 3585 44.10ig 15.04 d7.6425 33 F-f 129+65.0215 -43.5000 -43. 5000 96.9747 79.5226 F-3 129+53.7740 0.0000 4912.7622 .DODO 82.5191 83.0640 F-i 328+BB.8720 8745 43.5000 4932 3505 44.0019 El 39.0488 37 E-2 F-3 129+66.2295 129.71.4375 d3.5000 -43.5000 4933. 4911.6592 7050 -43:50130 200 S927 82.7308 F-4 329+56.9820 0.0000 4932 .7233 .000Q 85.72'/1 86.2720 F-2 328+93.0620 43.5000 4932 3398 43 @790 23.0676 4f F-4 l29+71.8155 -13.5000 19f1.8120 -43.5000 503.3907 85.9386 F-5 329+60.1900 0"OOOC 49f2.B829 DODO a6.9351 119.4800 F-3 f2B+97.2896 43.5000 d912.3264 43 7732 27.0073 45 F-5 129+77 -43.5000 4911.5632 -13.5000 106.5987 B9.f4aa F-6 329+63:3980 0.0000 49f2.6410 .DODO 92.1433 92.6880 F-4 f29+01 4971 43.5000 4912.3103 43 6848 31.3073 49. F-5 .8535 129+81.0615 -43.5000 4911.5128 -13.5000 S09.B067 92.3348 F-7 329+fi6.8060 0.0000 49f2.5W5 .DODO 95.3511 95.8460 F-5 329+05 7047 43.5000 49t2.2917 43 6136 35.1276 53 F-7 129+64.2695 -43.5000 4911:4610 -43.5000 113.0147 95.5628 F-6 f29+69"6140 0 0000 49f2.5526 .0000 98.5591 99 1040 F-6 129+09.9122 43.5000 4932 2704 43.5596 39.1481 57. hF-B 329+67./77S -43.5000 4911.1078 -43.5000 318.2227 9a.7708 F-9 t29+73.0220 0.0000 49f2.58fi1 .000D 301.7671 302.3120 F-7 329*14.1398 43.5000 4932.2465 43.5229 43 16B9 61 Y F-9 129+90.86Ba -43.5000 1911.3527 -43.5000 119:4307 101. 9788 CL ABUT 4 129+76.2300 0.0000 4:12.4581 .DODO 104.9753 0"DODO 305.510" F-8 329+18.3273 43.5000 4912.2199 43.5034 47.3898 65. n CL ABUT 4 129+93.a935 -43.5000 4911.2963 -43.5000 122.6387 -46.9494 105. low 8F ABUT 4 129+77:5800 0.0000 4912.4374 0.0000 106.3251 0.0000 SOf .0700 F-9 329+22.4656 43.5000 4912.1913 43.5000 51.2107 69. 8F ABUT 4 129+9a.2435 -43.5000 4911.2721 -43.5000 1221.96a7 -48.9494 106.5388 CL PIER 3 129+26.4865 43.5000 49f2 1610 43.5000 55.2316 46 9494 ;3. NE MING 130+10.2435 -43.5000 4910.9850 -43.5000 130.9867 -46.9494 121.5360 F-1 129.29 6945 43.5000 4912.1351 43.5000 56 4396 77 43 5000 6 1 Q I F-3 129+36 9005 43 5000 4932 07BB 43.5000 64 8556 @3 F-4 f29+39.3185 43+5000 4932 0483 43.50.0 68..636 86. F-5 129+42.5265 43 5000 4912.0153 43.5000 71.2716 90 F-6 129r45.7345 43.5000 4911.9828 43.5000 74.4796 93. L LQNGITUDINAL LINE: SOUTH C11R8/PEON LINE F-7 329*46.9425 43.5000 691f.9478 43 5000 77 6676 9 - rrr��E LONGITUDINAL LINE: NORTH CURB/FLOW LINE 329+55 43 4933 9132 43 5000 84.103: YF-6 OF ABUT 1 f28+53.BB73 39 0000 4912.5079 37.2248 -15.li54 40.1767 0.0000 F-9 329+55 3585 3585 43.5000 4931.8731 43.5000 @a.103fi 09. :02 BF ABUT 1 12a+aa.4353 -35.0000 4912.5256 -34.3703 13.9563 -37.015: 0.0000 4932. 5120 37:1305 -13.7280 40:0749 1.3906 .CL ABUT 4 129+58 5665 43.5000 :5000 4913.8335 43.5000 87 3336 46.9494 SO6 (' CL ABUT 1 f2B+87.7582 -35.0000 4912.5230 -34.4176 15.3246 -37.1468 1.3691 CL ABUT 1 328+55.l294 35.0000 4 6230 BF ABUT 4 f29r59.9i65 43 5000 4933.8164 43.5000 86.6616 4fi.9494 ±07 F-1 328+90.8332 -35.0000 4912.5159 -34.5204 18.5077 4.5539 F-1 128+56.a794 35.0000 4952.5204 36.9393 -30 50d6 43 5000 4911.6079 43.5000 103.6616 46.9494 :22 V 21.69f1 7 7386 F-2 128+61.a293 35.0000 4952.5271 36.7191 -7.2004 7 0514 Sr MING 129+74.9165 C V F-2 328+93.906 -35 0000 4912.5059 -34.6133 F-3 128+65.1792 35.0000 49f7.5322 3fi .5299 -4 0556 13 0017 F-3 F-4 f28*96.9a32 329+00 05192 -35.0000 :35 0000 4912.4974 4912.4861 -34.6962 -34.7691 24.8747 28.0586 10.9233 14.1080 F-4 128+68.5291 35.0000 a912.5356 36.35i8 -.630f 14.3121 F-5 129+03.1332 -35.0000 4912.4734 -34.63201 31.24267 17.2927 F-5 126+71.6791 35.0000 4932 537e 36.3846 2.3959 10 `-6 329+06.20Bf -35.0000 4952.4593 -34.BB49 3a.4270 20.4775 F-6 328+75 2290 35.0000 49]2.5374 38 0285 5 5225 20 7729 7729 F-7 129+09.2631 -35.0000 4932. 4437 -34.9279 37.6134 23.6822 F-7 328+78.5789 35.0000 35.0000 4912.535: 49f2.5326 35.8494 35.7493 8 12.0772 6497 24.0032 27.2336 Q F-8 `-9 f29♦12.3561 329+15.453 -35.0000 -3: DODO 4912.4269 1932.4085 -34.9508 -34.9838 40.7939 43.9806 26.85 9 30.0316 F-8 F-9 12B*83.9?@B 12B+B5 2787 35.0000 4932"5277 35.6263 15.3053 30.4640 GL PIEP 2 l29+16.5081 -35.0000 4912.3887 -34:996: 47 1653 -37.7720 33.2163 CL PIER 2 128+8116287 35.0000 4912.5211 35 5142 38.5337 38.3304 33.6944 F-3 f29+22. 4143 -35.0000 4912.3617 -35.0000 51.3595 37.2105 F-S f28+92.7928 35.0000 4912.5306 35.3904 22.5473 37.7099 F-2 f29+26.4085 -35.0000 4912.33f6 33.0000 55.1536 d1.2047 F-2 128+96.9569 35 0000 4912.4975 35 2035 26.5614 41.7254 < < F-3 329+30. 4027 -35.0000 4912:2992 -35.0000 59.1478 45.3989 F-3 129*03.1210 35 DODO 4912. 4819 35 1937 30.5759 45.7409 ° F-4 f29+31.3969 -35.0000 4912.2644 -35.0000 53.1420 49.1931 F-4 329+05.2851 35.0000 4932.4636 35.o210 34 5907 49.7564 F-5 129+38.3911 -35.0000 4912.2273 -35.0000 67.1382 53.1873 F-5 329+09 4g92 35.0000 q91?.4429 35 0653 38 6058 53.7719 Y6Y CC 329+42.3853 -35.OD00 4912.SB78 -35.0000 73.1304 57.SB15 F-fi 129+t3.6133 35 DODO 4932.4195 35.0266 42 5212 57 7874 F-7 129+46.3795 -35:0000 4932.1459 -35, 0000 75.1246 51. 1757 F-7 329+17.7774 35.000C 1932.3936 35.0050 46 6366 63 8029 F-e 129*30.3736 -33.0000 4932.f037 -35.0000 79.1188 65.1698 F-B 129+21. 9070 35.0000 4932:3653 35.0000 50.fi521 65"8184 -9 129+54.3678 -35.0000 4912.0551 -35.0000 83.1130 fi9.1640 F-9 129+25.9225 35.0000 4932.3354 35.0000 54 66 6831 69 8339 PIER 3 329+SB.3820 -35.0000 1912.0051 -35.0000 87. 1072 -37 .7754 73.1582 CL PIER 3 329+29.9380 35.0000 4912.3035 35.5000 58.68]! 37.7754 73.8454 494 _ F-1 129+8f.'.5700 -35.0000 4911.9:51 -35.0000 10.3552 76.3662 F-1 129+33.1460 35.0000 1g12.2756 35.0000 61.8913 77 2574 F-2 329+84.7780 -35.0000 4913.9225 -35.0000 93.5232 79.5712 F-2 329+36.3540 35.0000 4932 2465 35.OG00 65.0991 @0.2654 F-3 129+87.9860 -35.0000 4911.9781 -35.0000 96.7312 82.7022 F-3 f29+39.5620 35.0000 4932.2360 35.0000 68.3073 B3 4734 F-4 129+71.1940 -35:000. 4913.6328 -35.0000 99.9392 85.9902 F-1 329+42.7700 35 0000 4912.1602 35 DODO 73.5151 86 6814 F-5 329+74.4020 -35.0000 4:11:7856 -35.0000 103.1472 89.f982 F-5 129+45.9780 35.0000 4932. 1502 35 0000 74.7231 :9.00694 F--6 329+77.6100 -35.0000 4911.7369 -35.0000 106.3552 92.4062 F-6 129+49.186a 35.0000 4912.1151 35.0000 77.9311 93 0974 - f29+B0.8180 -35.0000 4911.6867 -35.0000 10915:52 95.61.2 F-7 329+52.3940 35 OD00 4912.0784 35.0000 81.1391 :4.3471 96.3054 F-e 129+94.0250 -35.0000 4911.6350 -35.0000 f12.7712 99.8222 F-B 329+55.fi020 35.0000 4952 0402 35.0000 99.5134 -9 329+67 -35.0000 4911.5B17 -35.0000 115.9792 102.0302 F-9 329r58.8100 35.OD00 4912.11005 35.000Q 67.5551 102 7214 ABUT a .2340 329*80.4420 -35.0000 4911.5269 -35.0000 119.SB72 -37.7754 f05.2382 CL ABUT 4 129+62 0180 35AOOD 4911.9592 35 DODO 90.763f 37.7754 305.9294 . E- 4 129+91.7920 -35.0000 4911.5034 -35 0000 120.5372 -37.7754 t06.5882 BF ABUT 4 129+63.3680 35.0000 4911.9414 39 OD00 92 1131 37.7'S4 107.2794 ABUT FINISHED ELEVATIONS ARE AT TOP' DIVISION OF HIGHWAYS OF CONCRETE DECK .167 FEET BELOW FINISHED GRADE, PROSPECT ROAD BRIDGE OVER SPRING CREEK 3 BRIDGE DECK ELEVATIONS L IUIIKcr /Y UFL (/� at N TVB FC PR ST C 4 DataI1/M L�, i7eLESS_!7A NuNaP4Jre Drawing NurM6r 8 :3 :;f 14 Draf THIS DRAWING IS SCHEMATIC ONLY AND DOES NOT NECESSARILY REFLECT THE ACTUAL BRIDGE LAYOUT �_�-- as .a+srRuCrED NC REVISIONS REVISED F VOID vuiY e B R� S0 2G ROADWAY APPROACHES ELEVATIONS ARE AT FINISHED GRADE ELEVATIONS ON ROADWAY APPROACHES (AT FINISHED GRADE) OFFSETS STATION -33.0000 -21.0000 -9.0000 O.ODOO 9.0000 21.0000 33.0000 127+20.0 4912.06 4912:30 4912.S4 4912.72 4912.S4 4912.30 491'2 +30.0 12.11 12. 35 12.59 12. 77 12.59 12. 35 12.11 +40.0 12.16 12.40 12.64 12. 62 12.64 12. 40 12.16 +SO.O 12.216 12.45 12.69 12.97 12.69 12.45 12.21 127+60.0 4912.26 4912.50 4912. 74 4912.92 4912. 74 4912.50 4912. 26 +70.0 12.31 12.65 12.79 12.97 12.79 12.55 12.31 +60.0 12.96 12.60 12.64 13.02 12.64 12.60 12.36 +90.0 12.41 12.65 12.69 13.07 12.69 12.65 12.41 129+00.0 4912.46 4912.70 4912.94 4913.12 4912.94 4912.70 4912.46 +10.0 12.51 12.75 12. 99 13.17 12.99 12.75 12.51 +20.0 12.56 12.A0 13.04 13. 22 13. 04 1260 1256 +30.0 12.61 12.66 13.09 13. 27 13.09 12.. A5 12..61 125+40.0 4912.66 4912.90 4913.14 4913.32 4913.14 4912.90 4912.66 +50.0 12.70 12. 94 13.16 19.36 13.16 12.94 12. 70 +60.0 12.73 12.97 13.27 13.39 13.21 12.97 12.73 +70.0 12.74 12.96 13.22 13.40 13.22 12.96 12.74 ELEVATIONS ON ROADWAY APPROACHES (AT FINISHED GRADEI OFFSETS STATION -33.0000 -21.0000 -9.0000 0.0000 9.0000 21.0000 33.0000 129+60.0 4911. 90 4912.14 4912.35 4912. 56 4912.38 4912.14 4911.90 +90.0 11.74 11.99 12.22 12.40 12.22 11.96 11.74 +00.0 11.56 11.60 12.04 12.22 12.04 11.60 11.56 +10.0 11.36 11.60 12.64 12.02 11.64 11.60 11.36 130+20.0 4911.15 4911.39 4911:63 4911.61 4911.63 4911.39 1111:15 I +30.D 10.93 11.17 1141 1i.59 11. 41 31.17 3093 +40.0 30.69 10.93 11.17 11.35 11.27 10.93 1069 ♦SO.O 30.45 30.69 10.93 11.11 10.93 10.69 10..4S 130+60.0 4910.22 4910. 46 4910.70 4910.as 4910.70 4910.% g910.22 +70.0 ID.00 10.24 10.46 10.66 30.46 10.24 10.00 +60.0 09.79 10.03 30.27 10. 45 10.27 10.03 09.79 +90.0 09.60 09.84 10.08 10.26 30. 06 09.64 09.60 131+00.0 4909.41 49".65 4909.89 4910.07 4909.69 4w, 9,65 4909.41 +10.0 09.24 09.46 09.72 09.90 09.72 09.48 09.24 +20.0 09.06 09.32 09.S6 09.74 09.56 09.32 09.0a +30.0 l 08.93 09.17 09.41 09.59 09.41 09.17 08.93 �G G F2,A � A j ROAD1+:A" GaPR( ",CHES- _ENT Eh NIAt `_N G:Nf£RINg INC AAVADA DIVISION OF HIGHWAYS PROSPECT ROAD BRIDGE OVER SPRING CREEK ROADWAY APPROACHES �6t:gner l•ti(rsl_E.P_ Str uc �•e oc, .4�R-ST-�•-7 ��_,� Jraw:,,g `Jv- ;er C3:4 (�•aw•�� QUANTITIES OF WATERLINE RELOCATION ITEM NO. DESCRIPTION QUANTITY UNIT 202 REMOVAL OF PIPE 325 L.F. 619 16" D.I.P. (CL. 51) 395 L F 619 30" WELDED STEEL PIPE 13G I.F 619 12" GATE VALVE 1 EACH 619 16" BUTTERFLY VALVE 1 EACH 619 6" FIRE HYDRANT 1 EACH ST/q /Zd t 03, Z4'[ T REMOYE /G x %2" REDUCER u2rrn// PLUG ►/TB. ^AI "X/2'TEE --- Q ----— } %rc.��/NsrACL /ram/e'X/r� Y TO ex/sr /Z- _STfl /2d tO3 45 '/YT /vSTALL 45" 4ER7 BEND T/E RODS /,C/ST,9Lc 90 HOR. BEt/O A/ T.B. fe TIE RODS - TURNEO UP 45' YERT/CAL elrow4lro 45' YERT eeAw a STA. /Z8 ,, 03, 45' RT. ) P. r, S7 q /29 * 20.97 /30'- 30"STEEL C,9S/,UCH' L v/2d "45, 3C'RT LSE'�i3o'srEEc C.9S/.Vlj t s6'RT- ¢¢ f/�D PH- NC •!,, ac Rev s er+s (�� Rev sec 0 vc e � � coo �/iG7M 5021o�/J 23 RF,: s,-S �J STAled t 03, 24'L r r0 srg. /,J/ 7/7, ZO LT AeAAOi/a EXIST /(o"K'ATERL/,UE !Zr .i25 4.F —'----- - - - � STA /32 t30 �, 20'CT �— EX/Sr(,VG VAULT Cur m/ /G"BUrrERFLY (�A-v.Pr rozzIA15 YRLYE W/dOX au L/GNT ¢` POWER% EX/Sr. /G'/FFTER(/VE' SiA. /-�30 r32�2O L T /,(/STALL ¢5' 1/OR //30 � 7rR /3/ t /7 ZO'L T- I /O' /9/ /(/STALL 'weeU- �Y7/(/TAI/O I T/E /l/TO EXIST. /C'/yg7-ERUt/E p } /32 .PTA /30 ri 7-5 ZO'L T x6',S/y/YEC TEE }V '9SSEMBLY rv/T. B. 0' !/AL!/E STA, /29 tdB SO RT /USTALL 2 %Z 4 RT 455AID Pv /.Y/S.7"F/L4 45'.YOY dE•U0 l/T. B- A.VD T/E RODS r4,R, A/ED UP 22 %2'YERT (r6wlIRO 22%Z'!'ERTKENO- STA /29 t Qg SO' RT- ) WATER LINE SHUTOFF SEQUENCE 1. CLOSE NORTH AND EAST VALVES AT 16"X16"X8" TEE, APPROX. 215 FT. EAST ! _'fING CREEK BRIDGE, AT ENTRANCE INTO 7 LAKES BUSINESS PARK. 2. CLOSE SOUTH VALVE AT 16"X16"x6" TEE APPROX 125 FT. EAST OF SPRING CREL,. ?RIDGE, AT THE INTERSECTION OF E PROSPECT STREET AND SPECHT POINT ROAD. 3. CLOSE WEST AND SOUTH VALVES AT 12"X12"X12" TEE, APPROX. STATION 128,03, 24, LT 4. CLOSE EAST VALVE AT 20"X20"X12" TEE AT THE INTERSECTION OF TIMBERLINE ROA= KNO PROSPECT STREET ;APPROX. 10' SOUTH OF 20"X12" CROSS) THEREBY ISOLATING THE SOUTH- WEST 12" WATER LINE RUNNING EAST ALONG PROSPECT STREET. 5. :NSTALL 16" VALVE AT STATION 132,30, 20' LT AND 12" VALVE AT STATION 128,0`_ PT CLOSE THESE VALVES TO ISOLATE CONSTRUCTION OF NEW 16" WATER LINE. 6. OPEN VALVES DESCRIBED IN 1, 2 AND 4 ABOVE, 7. CONSTRUCT NEW 16" WATER LINE. 8. OPEN ALL VALVES AND TEST. - - -- - - - - i - - - 4 - in - - _- - - -- - - - 1 t - - III J)w `q� � t - a y I - _ y I -_$ - - +-. - ---- - _ - — - - - - - - - — - - F----- r - - • _ . � I �' Y T t �5'E -- - �T- 41300 - - 111 F B Y ram' rUTA co Jt , f ")9a �X S3 /� '11�4�♦ Lrt/�i .-. 1 1 � i � • —_ . - ] F - } T - - f o t eon i r t y { Page is too large to OCR. �T ---- _....--- - - ----, Y .., j BRM 5026 (I) -- i - 2lj iv NC R-ViC'NS REVISED l VOID L. TABULATION OF SIGNING QUANTITIES ITEM NO. ITEM UNIT PROJECT TOTALS G/4 f1ARR/C,IOE TYPE 9 G/4 C0A/SreZ1C710A1 TRAFF/C 5/4AI E.I. 7 ,1PAA/EL SIZE A ) 6/4 C0N5TR1_/CT/0A1 TRAfF/C S/4AI EA. 8 PAA1_AL SIZE 0 ) MIDPOINT DRIVE DETOUR PLAN �ETOU zoo' AHEAD wzo-z ----------- BARRICADE (3M-13) (TEMP,) SCHEDULE OF CONSTRUCTION TRAFFIC SIGNS SIGN SIGN CODE DIMENSIONS6 SIZE OUANTITY NPANEL REQUIRED 2 CL 0.5E/� />ETOU.P A.4.�?OiV iY14-/OL aB'X /B" / I /.7ETOU.P ARfJOW .ila-/O.Q a.B'X /B" / T>ETOL/R .4.QFlo[ t/ L— va - 9L 00 X 2a' 2 l�EroU. 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