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HomeMy WebLinkAboutSTPAA-5515(4)15.5' (varies) 0.02'Ift. varies Ct. Street r 15.5' (varies) p. 0.02'/ft. varies TYPICAL CROSS SECTION Note: 3/4" leveling Type 14 2" Type 14 1 '/" Type 14 Where pavement is milled, apply courses as specified to thickness as outlined on the plans or as specified in field by Engineer. Salvage subbase in areas as specified on plans or as directed in field by Engineer. MATERIALS - GENERAL REQUIREMENTS 1. Type of Asphaltic Oil for Tack coat Tack coat required under this project shall be SS -1 H. Water used to dilute emulsified asphalt shall be mixed in approximate 50-50 proportion with the oil. The rate of application of the diluted emulsified asphalt shall generally be from .10 to .20 of a gallon per square yard. 2. Asphaltic Concrete Type 14 & 17 asphalt according to State Specifications 3. Payment shall be made per ton asphalt and shall include all installation costs including, but not limited to sweeping and base preparation not otherwise provided for by separate pay item. This project will be built under traffic. Adequate flagging and barricades must be provided in accordance with Section 17 of Division I General Requirements of the Contract Documents. NOTE: Contractor will take extra care to protect all survey markers, located in street, during construction. NOTE: Care will be taken to salvage existing manhole rings and covers and keep sets matched together. 12TH STREET DETOUR PLAN _P.HASE.I...&I(_ _. .__HASTINGS, NEBRASKA . M-5516(4)._... Detour Plan- Use Phase I only this contract. x C 14 E x �. a 3 Vies PHASE =. PHASE II _. CONSTRUCTION OVER MILLED AREAS 12TH STREET ASPHALT RESURFACING QUANTITIES ITEM. NO. DESCRIPTION ESTIMATED QUANTITY UNITS 1 ROTOMILL / PROFILE PAVEMENT 2 ASPHALT MIX TYPE 14 3 ASPHALT MIX TYPE 14 FOR DRIVEWAYS. 4 ASPHALTIC CONCRETE TYPE 17C w/ .40 CRUSHED FOR DRIVEWAYS 5 ASPHALTIC CONCRETE FOR PATCHING 6 ASPHALTIC CEMENT (AC -10) 7 EMULSIFIED ASPHALT (SSIH) FOR TACK COAT 8 BUILD 6" PAVEMENT 9 BUILD PR. CONCRETE PAVEMENT 10 REMOVE PAVEMENT 11 ADJUST MANHOLE TO GRADE 12 ADJUST GAS VALVE TO GRADE 13 ADJUST WATER VALVE TO GRADE 14 ADJUST GRATE INLETS TO GRADE 15 SHOULDERING EDGE OF ROAD (Rt. & Lt.) 13,758 3,596 222 167 10 228 2,932 S.Y. TON TON TON TON TON GAL. 1 S.Y. 1 S.Y. 1 S.Y. 12 EACH 1 EACH 1 EACH 1 EACH 40 PER STATION Main line area will be milled at a minimum depth to profile existing asphalt surface. Upon removal of surface as delineated, the prepared, surface shall be swept and removed of all debris. Upon satisfactory removal of debris, the tack coat shall be applied. A surface course of *4 'A" approximately of asphalt shall be applied. 34" leveling course shall first be applied followed by 2" course, and topped by a 1 "1/4" final lift fora total of 4-4 %d' approximate total depth. Laying, compacting and finishing shall be in accordance with Article 1007 of the 1985 Standard State Specifications and its revisions or addendums. Flagging and barricades necessary for construction will not be paid for directly, but will be subsidiary to the contract. 1 : n CONTRACTOR'S NOTE 1. Payment will be made for actual field quantities utilized and shall show precedence over contract estimated quantities. 2. Locations of all manholes and valves will be tied off and recorded prior to any work. Manholes will be kept covered and kept clean throughout all of resurfacing project. 3. All drives and approaches will be asphalted back, as directed by Engineer in field. 4. It will be the responsibility of the Contractor to dispose all pavement removal. 5. Any earth excavation will be hauled to City stockpile as determined by Engineer. 6. Contractor will be required to notify property owners a minimum of 24 hours prior to any work being started, so cars, etc. can be moved. 7. Contractor will lay new asphalt surface in a two lift process. 8. Contractor will be required to have all utilities located prior to start of work. i .x 0 -61 X d a, m 0 0 Rd 5512 NOTES: The embankment and subgrade shall be adjusted to conform` to the lines and grades on the plans in accordance with Section 202, 204 and 301 of the1985 Standard State Specifications and its supplements. The upper six (6) inches of the subgrade shall be scarified, mixed and recompacted to the.following compaction requirements: Percent Density 95 Min. Moisture Minimum Requirements Maximum Opt. -3% Opt. +3% Areas not meeting specified moisture density test requirements shall be removed and recompacted at the Contractor's expense. All subgrade compaction and water necessary for subgrade construction" shall not be paid for directly but shall be considered subsidiary to the items of the contract. Excavation, backfilling, and sawing control joints, keyway, tie bars, dowel pins, and rubberized joint sealant shall be considered subsidiary to the unit price per square yard of pavement. ASPHALTIC CONCRETE, TYPE 14 Asphaltic Concrete, Type 14, shall conform to the AASHTO T245 test for a 50 blow mix criteria. Subsection 1007.01 in the Standard Specifications is amended to include Asphaltic Concrete, Type 14. The combined mineral aggregate for Asphaltic Concrete, Type 14, shall have a minimum crushed value of 60 percent. The crushed value for mineral aggregates shall follow the Special Provision, "CRUSHED AGGREGATE FOR ASPHALTIC CONCRETE". Of the combined mineral aggregate not more than 60 percent can be limestone. The target field air void shall be 4.0 percent. The gradation of the combined aggregates shall be such that a job mix formula meeting the gradation requirements shown below can be established. RANGE FOR TARGET VALUES (3/4" Gradation Band) SIEVE SIZE PERCENT PASSING 1 -inch 3A -inch "/-inch 3/8 -inch No. 4 No. 10 No. 30 No. 50 No. 200 Min. Max. 100 98 76 60 42 27 14 8 3 100 93 88 78 60 38 21 7 The percent design target air void shall equal the field target plus one percent. Field control target air voids shall consist of a maximum equal to the target plus one percent and a minimum equal to the target minus one percent, based on the moving average of four tests. The minimum percent voids in mineral aggregates, (VMA) shall have a lab design of ** and field control value of "". The dust/ea ratio shall have a maximum (lab design) value of 1.2 and a maximum (cold feed) value of 1.4. "VMA Requirements: Minimum VMA = Air Voids (%G) + 12G/G The plasticity index of the portion of the combined mineral aggregate passing the No. 200 sieve of the materials submitted for experimental bituminous mixtures shall not exceed 6 for approval of the mix design. ASPHALTIC CONCRETE, TYPE 17C W/.40 CRUSHED Asphaltic Concrete, Type 17C, shall conform to the AASHTO T245 test for a 50 blow mix criteria. Subsection 1007.01 in the Standard Specifications is amended to include Asphaltic Concrete, Type 17C. The combined mineral aggregate for Asphaltic Concrete, Type 17C, shall have a minimum crushed value of 40 percent The crushed value for mineral aggregates shall follow the Special Provision, "CRUSHED AGGREGATE FOR ASPHALTIC CONCRETE". Of the combined mineral aggregate not more than 60 percent can be limestone. The target field air void shall be 3.5 percent. The gradation of the combined aggregates shall be such that a job mix formula meeting the gradation requirements shown below can be established. RANGE FOR TARGET VALUES (1/2" Gradation Band) SIEVE SIZE PERCENT PASSING 1 -inch 3A -inch 1 -inch 3/8 -inch No. 4 No. 10 No. 30 No. 50 No. 200 Min. Max. 100 98 100 94 100 80 98 52 88 32 70 17 38 10 24 3 7 The percent design target air void shall equal the field target plus one percent. Field control target air voids shall consist of a maximum equal to the target plus one percent and a minimum equal to the target minus one percent, based on the moving average of four tests. The minimum percent voids in mineral aggregates, (VMA) shall have a lab design of "` and field control value of "`. The dus+Jac ratio shall have a maximum (lab design) value of 1.2 and a maximum (cold feed) value of 1.4. PROJECT NO. SHEET NO 1 C.N. PROJ. 2T" ST. = MARION RD. TO OSWEGO AVE. PROJ. NO. STPAA-5516(4) DESCRIPTION ASPHALT RESURFACING DSGN BY B.C. Hastings City Engineering DATE 4/97 CONTRACTOR B.C. APPRD BY ASSUILTS ORN NO: - 1 Of Or1'of 9 HASTINGS 0' 10'20' 40' MINIM BURIED TELEPHONE --\\ — T x x xx x x x M IFSIONEMS1•1•111111•1111.11.1). •••••••••••{, �J 0") BARBED WIRE FENCE PE - 9 12TH STREET 0 M H _ — - RE_ UCER 1, I O'D 0 0 T Id Id 0 z0 0 .41111,t InamICOINYVI CIWZIPSWIAMITMOICA,WayANWASit.,\ITIOVVOMV.INFUtOONly S.P,OVeNAVArbItr ,./6.6kAreati/COPMV.1.101.11 T D OP BOX PROJECT NO. SHEET NO 2 C.N. STA. 10+36 BEGIN ASPHALT OVERLAY. BEGIN 3 1/2" DEEP ROTOMILLING, CONTINUE FOR 150', TAPER DEPTH TO 1" AT STA. 11+86 BURIED TELEPHONE 4"—G _ LIMITS OF OVERLAY & EXISTING EDGE OF ASPHALT —1 0 12" -5 12" 36" RGH 1 Id 1 - UJ 0 CC z 0 0 SIGN 21 0 z. 0 = PL -- ADJUST MANHOLE TO GRADE STATION SIDE I DIST. FT. 10+43 1 RT. 29 PF“Xj. 12TH ST. = MARION RD. TO OSWEGO AVE. PROJ. NO. STPAA-5516(4) DESCRIPTION ASPHALT RESURFACING Hastings City Engineerina OSGM BY I DATE 4/97 CONTRACTOR ORM BY APPRO ST rBUILTS I DRN NO. B.C. x x ✓ x x N WOOD FENCE TEL x HASTINGS 0' 10'20' 12" x 40' 4" f6" • 12" d' 12" 2" 6' 617)c fra o0 4 WOOD FENCE x x x X n °P'f-f ROP BOX 8" PINE EE to <4135 12" 0 HOUSE 18" PINE TREE f I I IW 0 SI W CS 01 CHAIN TEL=,. 4� G. -QTY---- ILL Cn Q C') LINK FENCE / -J I- 111b, SGT► .Ia/I 4;1011�IVIIA1%►�"Z7 PROJECT NO. SHEET NO 3 C.N. N OVERHEAD TELEPHONE BURIED TELEPHONE ASPHAL ASPHALT LIMITS OF OVERLAY.& EXISTING EDGE OF ASPHALT -I — —i 4- -1-- 12TH STREET C) ASPHALT IIMH II X 4I 12"--S- 12=--5 — — MEI CONCRETE 1:: _ _ C} - — 1-2" -3— -- ..._... — — STA. 11+86 BEGIN 1" ROTOMILLING P� DROP— OX SIGN — - —= ze.N = = — 2"�s- — — ----- –C� MH — v- --fon COhCRETE OHE Ui Ui x z 0 0 CY SIGN O SIGN SIGN Aiipc iL P BUSHES' "OCK /r ROCKED AREA OVERHEAD TELEPHONE -P� I- W 0 0 z 0 0 LP —__0 ADJUST MANHOLE TO GRADE STATION I SIDE I DIST. FT. 16+42 LT. 1 cal PROD. 12TH ST. = MARION RD. TO OSWEGO AVE. PROD NO. STPAA-5516(4) DESCRIPTION ASPHALT RESURFACING Hostiths City Engineering OSGN BY B.C. DATE 4/97. CONTRACTOR ORO BY B.C. APPRO BY I ASBUILTS DAN NO. 3of9 N 0) HASTINGS N 0' 10'20' L U 40' vi D O 1 LP 0 MA 0 0 wx I BUSH W 05 BUSH BUSH cc W (n !n 12" 4 0 LJOX W 0 cc W (n Q 0 WOOD FENCE CONCRETE (n N 18" CHAIN LINK FENCE BRICK WALL P P43 OVERHEAD TELE. & ELEC. WOOD FENCE N ci LaiIri CC 7kr, N 30" PINE w I- 3I I. Ai 18" PINE BURIED TELEPHONE ;GU1 HOUSE PORCH / PWOJLC I Nu. Stitt I NO. 4 C.N. N r''') N N C 8" PINE - WOOD FENCE x_ t— r gr rim __ — -- SIGN, a PIPE BRICK WALL x Cs —OHE H MAIL 13OX d WOOD FENCE - METER IP POST • STUMP 8" PINE ASPHALT MH (n N1 PROVIDE WINGOUT 0 c 12TH) STREET MH --0 OVERHEAD TELEPHONE LIMITS OF OVERLAY & EXISTING EDGE OF ASPHALT PROVIDE WINGOUT STA. 22+35 BUILD ASPHALT DRIVEWAY 4" TYPE 14 & 2" TYPE 17 EP Ka �> OHF —4"-G— -j- — - 12"-S —I- ORtiJ SIGNI GRAVEL �.r 110" W PP { x t L j x 32" 36" CAS METER Os P BARBED WIRE FENCE --- WOOD RAIL FENCE L BUSI-I t 0 0 fU LJ W W U U U CC IX Lul GO OD GO CC W Q 2 ADJUST MANHOLE TO GRADE STATION SIDE DIST. FT. 18+52 20+29 RT. LT. 0 1 II --1-64+441- — Saila OTER PIT S RR TIE FENCE 2" STA: 20+11 BUILD ASPHALT DRIVEWAY 4" TYPE 14 & 2" TYPE 17 BARBED WIRE FENCE SAN. SERVICE WATER SERVICE II'1E 10" 12" PINE r �S 12" INE GAS© METER G PRO&. 12TH ST. = MARION RD. TO OSWEGO AVE. PROJ. NO STPAA-5516(4) DESCRIPTION ASPHALT RESURFACING Hostinas City Enoineerino OSSA: BY (DATE CONTRACTOR B.C. 4/97 DEN DYSBUILTS ^ ^PPRD BY DRN. NO. B.C. IL 4 or 9 M N PL OHF-- 3- Lr — 4"–G MAIL BOX N MH ASPHALT HASTINGS 0' 10' 20' 40' _LP PI_ SIGN a G - (O N I I- SIGN O/ LP 0 Q J ---OHL 4" G — -- CONCRETE N N J r 00 N GAS SERVICE LINK FENCE 61' PINE GAS SERVICE & VALVE MAIL L3OX pr 6" A 10" BUSH a —4"-G SIGN 0) N 48" PROJECT NO SHEET NO. 5 C.N. WOOD IFENCE A -tel GV \ U MAIL BOX LIMITS OF OVERLAY & EXISTING EDGE OF ASPHALT 12TH STREET MH PROVIDE WINGOUT MH I \ - -12"-S— I- I\ ASPHALT SIGN CON CR ET ASPH AI Y- TREE ROW e, ._._._,_._ e.AMP ._._._4_4_4_% -4 GN 0-- �t I�YYY Y1'YYYY 1'YYYY1� TREE ROW TREE ROW TRL[ ROW CONCRETE HI O SIGN 5' CONC. FLUME 12" z yr L f. J r GAS SERVICE - c 0 ADJUST MANHOLE TO GRADE STATION. SIDE DIST. FT. 23+49 26+68 28+47 LT. LT. LT. 2 1 1 O - J co W 0 L 0 0 ASPHALT PARKING LOT F- 14 Cr 0 0 0 6" PVC \ PROJ. 12TH ST. = MARION RD: TO OSWEGO AVE.. PROJ. NO. STPAA-5516(4) DESCRIPTION ' ASPHALT RESURFACING Hastings City Engineering DSGN BY I DATE I CONTRACTOR B.C. I 4/97 ORN BY B.C. APPRO BY ' A5BDILTS ORN . NO. 5. of 9 0 N to 48" w 0 Lt_t t: - a V) 0 STA. 29+24 BUILD ASPHALT DRIVEWAY 4" TYPE 14 & 2" TYPE 17 1.0 01 D 0 to STA. 30+19 BUILD ASPHALT DRIVEWAY 4" TYPE 14 & 2" TYPE 17 wl wi BUSH 5 0 I„, Wei 5 WIIDC (,)1 Ls, I -cci-j° STUMP 1(1) CONCRETE CONCRETE 24" rcvA.Lx1 15 cc Lu _1I I± _ --cs 14" -G- Lii010 I BUSH PP -4- PIIi_ GRAVEL GRAVEL ASPHALT I PROVIDE WINGOUT MH I •STA. 31+17 BUILD ASPHALT DRIVEWAY 4" TYPE 14 & 2" TYPE 17 Lii 0 N PO HASTINGS 0' 10'20' 40' STA. 31+59 BUILD ASPHALT DRIVEWAY 4" TYPE 14 & 2" TYPE 17 to to FH PROJECT NO. SHEET NO. 6 C. N . to to 5 LEJ DC 0 STUMP 0 5 DC U z CONCRETE CONCRETE - Pe— LP 0 J -PL SIC' C, SG CONCRETE WOOD FENCE /x — 4"-G ONE 4"-G — X OHE — 4"-G — RAL r— I I 12TH STREET EXISTING EDGE OF' ASPHALT GRAVEL GRAVEL 1 LIMITS OF OVERLAY MN 3c ASPHALT — —12"-S DSICN ASPHALT CONCRETE — 10 W I Lu cc, 01 CONCRETE PARKING LOT Pc(' I L 0 -1 DC PARKING LOT ASPHALT POST CD CD 5 IGN diOST POST ADJUST MANHOLE TO GRADE STATION SIDE DIST. FT. 30+19 31+88 33+33 LT. LT. LT. 1 1 2 q/1111S11“.••••M•S•0•14, •1••••••••SM•••••SP/s0/./MeNSONIii=ea../MIS - r — STA. 32+58 32+58 BUILD ASPHALT DRIVEWAY 4" TYPE 14 & 2" TYPE 17 to PL ' • ••••••••=Sd=illt PROJ. 12TH ST. = MARION RD. TO OSWEGO AVE. PROJ. NO. STPAA-5516(4) DESCRIPTION ASPHALT RESURFACING Hastings City Engineering DSGN BY B.C. DATE 4/97 CONTRACTOR I ORN BY APPRD BY. B.C. ASRUILTS DM NO. 6 of 5 \ a x— C TELE. & ELEC. 0 W cc SIGN 6" MI+ —G -4"— PL — HOUSE 6 `1x A aD to HASTINGS 0' 10' 20' 40' all al 111111111111111.111 rn N I In C1: C) 0 0 CHURCH 0 44 - Lu E2 0 LL) C 0 Li D N I MH ICS PROJECT NO. SHEET NO. 7 C.N. W 0 z L 12" r 6" 12" MAI' X CV 0 OHE OHE - PL — G=4 OHE — LP -4'G 4G LP 0 SIG O SIGN O LP 12" 4 G OHF —4 G ASPHALT W O W 0 12"—� ... W I — LIMITS OF OVERLAY & EXISTING EDGE OF ASPHALT U 12TH STREET 3 ASPHALT ri --io"—w- 0- FH —12" -"5- 10"--w —x W 0 O x Pb - DITCH FLOWUNE — OHE Pt \ 0 CCN E 12"—f I— 005 f' -c 1st -- a< 0 U — _3r 3.. YYYYY.YYYYYY"YY-Y-C 3" PINES p . CS ELECTRICAL SUB—STATION — 011E ARCH 12" X CHAIN LINK FENCE - 1 I \\ a N III � n nl� w In 0 /5-4 r UI IU 5 5 K r WI IX (t) W 1 ADJUST MANHOLE TO GRADE STATION SIDE DIST. FT. 36+60 36+60 LT. RT. 3 14 ASPHALT Lii to D 0 .T_ - GAS SERVICE - GAS SERVICE 1 MH 0 BUSH ROW SAN. SERVICE 18" W U) 0 s PROD. 12TH ST. = MARION RD. TO OSWEGO AVE. PROJ, NO. STPAA-5516(4) DESCRIPTION ASPHALT RESURFACING Hastings City Engineerina DSCN BY B.C. DATE 4/97 CONTRACTOR DAN BY B.C. APPRD BY ASBUILTS DAN. NO. 7 of•9':: PROJECT NO. SHEET NO. HOUSE a 0 II '4- P — BRICK PILLER WATER METER BRICKPILLER K HASTINGS 0' 10' 20' 40' HOUSE (O 18" / 18" 24" 12" DROP BOX d 3 --- BRICK WALLS - --tee-_ OHE- l -2"-G - - 4"—G — i— EL SHE 3 - BRICK WALLS 1 -7EL -0414;-;---TEL ....... =EL GAS MET 24" "1-3'9=e—ts-D 18" 18" 18" 18" C) C� D C� Cm_ID C FLO C C C C C.N. N OVERHEAD TELEPHONE x 0 0 8" 18" TEL - CONCRETE MAILBOX n SIGN a BURIED TELEPHONE CONCRETE CONCRETE _S CONCRETE ASPHALT LIMITS OF OVERLAY & EXISING `EDGE OF ASPHALT 41 18" RCP -_ - INLET BUST PAS CONCRETE 10"-W —7 SIGN MAI --10"—W — — -- `n} NN 12" PL ( 12TH STREET PROVIDE VtINGOUT I ! I I CON CRE -r.O..T- O T- - _- - 1(r -W - — --I C. $ "). y2' u -14(\\\NS sFi)GK<‘N OVERHEAD TELEPHONE BUSH, 4" USH MASS FH 1.c0C-rXign USH MASS 81 I2.L c( 18" \\ C ) _1 U L w IL 0 WEST LAWN AVE HOUSE ADJUST WATER VALVE TO GRADE STATION I SIDE I DIST. FT. 43+70 I RT. 13 HOUSE w U QC w (n IN S CD BUSH CONCRETE / Gt BUSH PP 6 ASPHALT WATER SERVICE I-10USE — 10"–W — PROJ. 12TH ST. = MARION RD. TO OSWEGO AVE., PROJ. NO. STPAA-5516(4) OESCRIPTION ASPHALT RESURFACING Hastings City Engineering DSGN BY B.C. DATE- ICCNTRACTOR 4197 ORN BY B.C. APPRD BY ASBUIUS IDRN. NO. 8ofS N- 18" HOUSE 18" N N co N N N N N 18" 157) \n__3-' — 24" WM • 18" N 1 LP -- - 1 OHE — WOOD FENCE W 2 24" 18" POST 20" \ U x SCO x —� 0 Lii W 18" GAS W 0 Ix W V) V) 0 HASTINGS 0' 10'20' 40' / HOUSE W 0 5 KI W N Ix LU 3 I( ETEIR -- WOOD FENCE r cs STA. 50+00 END ASPHALT OVERLAY WATER 6" frr WOOD FENCE J C.. ( cf I II E ER PI BUSH ROW BUSH.ROW SIGN CIS' :RCP PL 11 AFPHALT F LIMITS OF OVERLAY & EXITING EDGE OF ASPHALT 17 ASPHALT SURFACE 0 O C Z Lia I O I CONC(2ETE MH MAIL — 4" -GAS OHE — — - �t8'�RCP C 0 GAS SERVICE LP a I GN WMR 18" WOOD FENCE — 8"-S — LP PROJECT NO. SHEET NO. 9 C.N. ro U) HOUSE 12" AS t.8." REP = — — 10"-W r— ."G P ASPI-IAl I SIGN D P L- 1 CONCRETE STA. 48+50 END 1" ROTOMILLING. BEGIN TAPERED DEPTH ROTOMILLING FROM 1" DEEP AT STA. 48+50 TO 3 1/2" DEEP AT STA. 50+00. GAS SERVICE [J Li 0_ 0 UI J L CONCRETE 18" RCP GAS SERVICE WATER SERVICE SAN. SERVICE SCS PROJ. 12TH ST. = MARION RD. TO OSWEGO AVE. 1. PROJ. NO. STPAA-5516(4) DESCRIPTION ASPHALT RESURFACING! Hastings City Engineering MGM BY DATE (CONTRACTOR B.C. 4/97 ORN. BY ;..IAPPRO BY IASBUIITS B.C. . TORN NO, 9 of 5