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HomeMy WebLinkAboutSTPAA-5512(7)STPAA - 5512 (7) CN 42392 7 TH STREET LEXINGTON TO BALTIMORE 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 the 1997 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 Moisture Minimum Requirements Maximum 95 Min. Opt. -3% Opt. +3% Areas not meeting specified moisture density test requirements shall be removed and recompacted at the Contractor's expense. 8th Street 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. i... r .. i i �i `jam �1�,..a��u�.:..� --_- - ■ ._..---=- QJ1�� qjC�CC11D uH 1141 , Al m Lj,,, e m 11(111[1:1511111111 'asQ]m0 �: �1 �� �� 1� �. ! /❑LLQ ulmmIu uiIIi®LLIs 1U == Wi]Im mmmuiIImIIDECOl MI=Han EOM T. T mmIIEmmmtnN-=mmm �1 Eth) _ . I�C!-I.I' ?111 i.1-��� CALL BEFORE YOU DIG DIGGERS HOTLINE OF NEBRASKA 5th Street 800-331-5666 Hastings City Engineering Hastings, NE Date Utilities Director of Engineering Hastings City Engineer y—/7. Wag -- Date MANHOLES (ADJUSTMENT) STA. 100+91 TO 106+00 MANHOLES (ADJUSTMENT) STA. 106+00 TO 112+00 MANHOLES (ADJUSTMENT) STA. 112+00 TO 118+00 MANHOLES (ADJUSTMENT) STA. 118+00 TO 123+40 SUMMARY OF QUANTITIES QUANTITY 3 EACH 3 EACH 2 EACH 3 EACH JOB TOTAL 11 EACH ADJUST GAS VALVE TO GRADE STA. 100+00 TO 106+00 ADJUST GAS VALVE TO GRADE STA. 118+00 TO 123+40 3 EACH 1 EACH JOB TOTAL 4 EACH ADJUST WATER VALVE TO GRADE STA. 118+00 TO 123+40 1 EACH JOB TOTAL 1 EACH 5" P.C.C. SIDEWALK STA. 100+00 TO 106+00 5" P.C.C. SIDEWALK STA. 106+00 TO 112+00 5" P.C.C. SIDEWALK STA. 112+00 TO 118+00 5" P.C.C. SIDEWALK STA. 118+00 TO 123+40 1128 260 365 278 S.F. S.F. S.F. S.F. JOB TOTAL 2031 S.F. COMBINATION CURB AND GUTTER LT & RT. 200 L.F. STA. 101+01 TO 106+00 AS NEEDED COMBINATION CURB AND GUTTER LT & RT. 200 STA. 106+00 TO 112+00 AS NEEDED L.F. COMBINATION CURB AND GUTTER LT & RT. 200 L.F. STA. 112+00 10118+00 AS NEEDED COMBINATION CURB AND GUTTER LT & RT. 200 STA. 118+00 TO 123+40 AS NEEDED L.F. JOB TOTAL 800 L.F. BUILD QUANTITY ASPHALT TYPE 17C/40% (ALT 17R) 363 TON STA. 101+01 TO 106+00 ASPHALT TYPE 170/40% (ALT 17R) STA. 106+00 TO 112+00 ASPHALT TYPE 170/40% (ALT 17R) STA. 112+00 TO 118+00 ASPHALT TYPE 17C/40% (ALT 17R) STA. 118+00 TO 123+40 436 TON 436 TON 446 TON JOB TOTAL 1681 TON ASPHALT TYPE 17C/40% (ALT 17R) 39 FOR INTER. INLAYS STA. 106+00 TO 112+00 ASPHALT TYPE 170/40% (ALT 17R) 28 FOR INTER. INLAYS STA. 112+00 TO 118+00 ASPHALT TYPE 170/40% (ALT 17R) 133 FOR INTER. INLAYS STA. 118+00 TO 123+40 TON TON TON JOB TOTAL 200 TON PG BINDER (64-22) © 5.77% STA. 100+91 TO 123+40 109 TON JOB TOTAL 109 TON TACK COAT SS1H © .15 + .10 = .25/SQYD STA. 101+01 TO 123+40 2148 GAL. JOB TOTAL 2148 GAL. SAW CUTS AS NEEDED 400 L.F. JOB TOTAL 400 L.F. 9" P.C.0 FOR INTERSECTIONS (47B-3625) STA. 99+90 TO 106+00 LT & RT 9" P.C.0 FOR INTERSECTIONS (47B-3625) STA. 118+00 TO 123+40 LT & RT 957 S.Y. 146 S.Y. JOB TOTAL 1103 S.Y. 6" P.C.0 PATCHING (47B) HIGH EARLY 200 S.Y. STA. 100+91 TO 123+40 AS NEEDED JOB TOTAL 200 S.Y. ITEM QUANTITIES ITEM NO. DESCRIPTION QUANTITY UNIT 1 R❑T❑MILL PAVEMENT 8592 SQ YD 2 ASPHALT CONCRETE TYPE 17c / 17R 1681 TON 3 ASPHALT CONCRETE TYPE 17c / 17R FOR INTER, 200 TON 4 PERFORMANCE GRADED BINDER (64-22) 5 EMULSIFIED ASHPALT (SS1H) TACK COAT 6 REMOVE SIDE WALK 7 REMOVE COMB, CURB & GUTTER 8 REMOVE PAVEMENT 9 BUILD 5" P,C,C, SIDEWALK (47B) 10 BUILD COMB, CURB & GUTTER (47B) 11 BUILD 9" P,C,C, PAVEMENT (47B) 12 BUILD 6" PE,C, HIGH EARLY PAVEMENT PATCH (47B) 13 ADJUST MANHOLES TO GRADE 11 14 ADJUST GAS VALVES 4 TO GRADE 15 ADJUST WATER VALVES 1 TO GRADE 16 SAW CUTS 17 SIGNING & BARRICADES 109 TON 2148 GAL 2031 SQ FT 800 LIN FT 1303 2031 SQ YDS SQ FT 800 LIN FT 1103 SQ YDS 200 SQ YDS EACH EACH EACH 400 LIN FT 1 LUMP REMOVAL ROTOMILL PAVEMENT STA. 101+01 TO 106+00 ROTOMILL PAVEMENT STA. 106+00 TO 112+00 ROTOMILL PAVEMENT STA. 112+00 TO 118+00 ROTOMILL PAVEMENT STA. 118+00 TO 123+40 QUANTITY 1664 S.Y. 2172 S.Y. 2123 S.Y. 2633 S.Y. 8592 S.Y. 1128 S.F. 260 S.F. 365 S.F. 278 S.F. JOB TOTAL P.C.C. SIDEWALK STA. 100+00 TO 106+00 P.C.C. SIDEWALK STA. 106+00 TO 112+00 P.C.C. SIDEWALK STA. 112+00 TO 118+00 P.C.C. SIDEWALK STA. 118+00 TO 123+40 JOB TOTAL 50 SQ YDS 2031 S.F. COMBINATION CURB AND GUTTER LT. COMBINATION CURB AND GUTTER RT. STA. 100+91 TO 123+40 AS NEEDED 400 L.F. 400 L.F. JOB TOTAL 800 L.F. REMOVE PAVEMENT 100+00 to 106+00 REMOVE PAVEMENT 118+00 to 123+40 FOR PATCHING AS NEEDED 957 S.Y. 146 S.Y. S.Y. 200 JOB TOTAL 1303 S.Y. CITY OF HASTINGS, ENGINEERING DEPT. Project 7TH STREET LEXINGT❑N TO BALTIMORE Proj. No. STPAA — 5512 (7) Description 7TH STREET LEXINGTON TO BALTIMORE Design By RLM Date 1/05 Contractor Drawn By RLM Approved By Drn. No. 2 of 9 MATERIALS - GENERAL REQUIREMENTS 1. Type of Asphaltic Oil for Tack coat Tack coat required under this project shall be SS -1H. 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 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. 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. NOTE: Where pavement is milled, apply courses as specified to thickness as outlined on the plans or as specified in field by Engineer. NOTE: Salvage subbase in areas as specified on plans or as directed in field by Engineer. NOTES: Laying, compacting and finishing shall be in accordance with sections 503and/1028 of the 1997 Standard State Specifications and 2001 Supplemental Specifications. 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. AH 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 disposed of on-site on adjacent lots. 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. Unless otherwise specified by plans or Engineer. 8. Contractor will be required to have all utilities located prior to start of work. Base Lift will consist of 2" Type 17c /.40 (Alternate 17R) Top Lift will consist of 1 1/2" Type 17c 1.40 (Alternate 17R) Concrete sub -base may require various patching to be determined by Engineer after milling operation and street has been cleaned. Millings are to become the property of the contractor Ends and returns on Project will be sawed prior to installation of Base Lift. Contractor shall use caution not to damage driveways during the removal of existing asphalt. Top Lift of Asphalt shall cover the flow lines of the gutters in the street, unless specified otherwise on site. Extra care will be taken to maintain water flow. Contractor is responsible to place Asphalt inset into driveways where needed. * Contractor shall mill down to concrete sub -base Contractor shall use extra care when moving heavy equipment over and around this project the concrete base will not withstand heavy weight. SEE DETAIL 1 ASPHALT PAVEMENT SPEC. SHEET NOTES: The embankment and subgrade shall be adjusted to conform to the lines and grades on the plans in accordance with Section 205 and 302 of the 1997 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 Moisture Minimum Requirements Maximum 95 Min. 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. 1 1/2- Top Lift Y Bon UR Concrete suhyi-C. 30' 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 "A") SIEVE SIZE PERCENT PASSING Min. Max. 1 -inch 100 %-inch 98 1% -inch 94 318 -inch 80 No. 4 52 No.10 32 No. 30 17 No. 50 10 No. 200 3 100 100 98 88 70 38 24 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/ac ratio shall have a maximum (lab design) value of 1.2 and a maximum (cold feed) value of 1.4. Typical Section of Existing Streets 3 1/2sEdNu°p Asphalt to be thnrored c. SLOPE 2% Varies _.. 6' -►1 I.f- ,/„//O/,,,,,,,,,,//,,/%7 //////a/ ,/////,,,,,U,,,,,,-...,,,,,,,,,,,,,,,,,,,UU,/„U,,,,4//,,,//// //,/,///////,/ x..._t.:.... ... 31' 7th Street Lexington to Baltimore No Scale Concrete Bulgra%e Top lift Proposed Section Bon Lift SLOPE 27. Varies 6' -1 1` l 31' 1 7thStreet Lexington to BAltimore No Scale Detail 1 3 1/2' led 07.././, ../,/,/////��/S..%///////////////////////.//////////////////Cf/////////////////C/i� re.,\\\\\� • ,• 1 1 • 1 .. 1ice : 4 4 '4 No Scale Materials 3/4 19MM ASPHALTIC 1/2 12.5MM ALTERNATE MIX DESIGN Band) 30 600M 50 300M 200 75M C.N. FM CONCRETE, TYPEI7R (A 3/8 4 10 9.5MM 4.75MM 4MM 3A Gravel 100 100 99 89 58 26 16 6 97 45.7 Wash Sand 100 100 100 100 99 66 66 1 0 0 2A 100 98 96 78 27 10 3 1 0 40 RAP 100 94 87 52 34 23 19 11 90 44.7 5/8 X 4 100 50 9 5 4 3 2 2 100 44.4 100 100 100 100 100 100 100 100 0 3A Gravel 40% 40 40 39.6 35.6 23.2 10.4 6.4 2.4 38.8 18.28 Wash Sand 20% 20 20 20 20 19.8 13.2 4.6 0.2 0 0 2A 0% 0 0 0 0 0 0 0 0 0 0 RAP 35% 35 32.9 30.45 18.2 11.9 8.05 6.65 3.85 31.5 15.645 518X4 5% 5 2.5 0.45 0.25 0.2 0.15 0.1 0.1 5 222 0% 0 0 0 0 0 0 0 0 0 0 Combined Gradation 100% 100 95.4 90.5 74.05 55.1 31.8 17.75 6.55 75.3 36.145 Specified Gradation 98+ 94+ 80-98 52-88 32-70 17-38 10-24 3-7 0 0 Actual gradation 100 94 89 80 59 29 17 7 Voids 3.6 Oil 5.31 �pitSl"ll "lite 0 t 40Q®° , off. er tt ®5° scot a DAVID L WACKER E•5090 • CIN OF HASTINGS, ENGINEERING DEPT. Project 7TH STREET LEXINGTON TO BALTIMORE Proj. No. STPAA - 5512 (7) Description 7TH STREET LEXINGTON TO BALTIMORE Design By RLM Date 1/05 Contractor Drawn By RLM Approved By Drn. No. 3 of 9 NOTE:*** SEE JOINTS AND GRADE PLAN SHEET FOR DETAILS OF INTRESECTI❑N. Me Me 7TH STREET IPU BALTIM❑RE AVE STA 100+45 BIULD SIDEWALK, W/HANDICAP RAMPS PLAN "C" ® N.W. BALTIMORE ® N.E. BALTIM❑RE 0 S.E. BALTIMORE ® S.W. BALTIMORE N.E.CD HEWETT fel S.W, KERR 7 S.E. KERR TOTAL 253 164 263 156 68 112 112 1128 SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT REMOVE COMB CURB & GUTTER STATION 101+01 TO 106+00 AS NEEDED 100 LT & RT TOTAL 200 LIN FT STA ADJUST MANHOLE TO GRADE STATI❑N 100+62 STATI❑N 100+78 STATI❑N 104+09 5' RT 1' LT CL BUILD COMB CURB & GUTTER STATI❑N 101+01 TO 106+00 AS NEEDED 100 LT & RT TOTAL 200 LIN FT 102+00 STA 103+00 ADJUST "GAS" VALVE TO GRADE STATI❑N 100+68 STATION 100+76 STATI❑N 103+64 35' LT 35' LT 13' CL HEWETT AVE SAW CUT STA 103+80/ 30' •4 7TH STREET ROTO MILL ASPHALT SURFACE APPROXIMATELY 3 1/2" STATION 101+01 LT & RT STATION 106+00 LT & RT TOTAL = 1664 SQ YDS STA 104+00 7TH STREET STA 105+00 STA 106+00 36 Rados UP 0 Mc North Cote' Ne2]9617.16 E.2064199A8 1931.86 REMOVE SIDEWALK • NIWI ® NIEI 0 S.E. ® S.W. ® N.E. ® S.W. ® SIE, BALTIMORE BALTIM❑RE BALTIM❑RE BALTIM❑RE HEWETT KERR KERR TOTAL 253 164 263 156 68 112 112 1128 SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT REMOVE PAVEMENT STATION 99+90 TO STATION 101+01 LT & RT 855 SQ YDS STATI❑N 103+80 LT 53 SQ YDS STATI❑N 104+85 RT 49 SQ YDS PATCHING AS NEEDED FOR PROJECT 200 SQ YDS TOTAL= 1157 SQ YDS BUILD 9" CONCRETE PAVEMENT STATI❑N 99+90 TO STATI❑N 101+01 LT & RT 855 SQ YDS STATION 103+80 LT 53 SQ YDS STATI❑N 104+85 RT 49 SQ YDS TOTAL= 957 SQ YDS 6' i 30' a Combination Curb & Gutter Detail Match Existing No Scale SAW CUT KERR AVE STA 104+85 Control N@]%26.39 • E.2004635.68 1932.43 BUILD 3 1/2" ASPH TYPE 170 (ALT, 17R) STATI❑N 101+01 LT & RT STATI❑N 106+00 LT & RT TOTAL = 363 TONS 8616,HI5I,,/O ��o��pFESS/ ppe Ifm��`'O ® ° a�� % vim DAV1O L ,3 eta WACKER gz- %" E-5030 : a %0O° 0i •`.4 ,oma ,, 0/ °,,'e��l: OF�°'� `°OoWir CIN OF HASTINGS, ENGINEERING DEPT. C)0 Project 7TH STREET LEXINGT❑N TO BALTIMORE Proj. No. STPAA — 5512 (7) Description 7TH STREET LEXINGTON TO BALTIMORE Design By RLM Date 1/05 Contractor Drawn By RLM Approved By Drn. No. 5 of 9 ADJUST MANHOLE TO GRADE STATION 107+31 STATION 110+46 STATION 110+70 CL 14' R T CL j STA WEBSTER AVE STA 107+10 REMOVE SIDEWALK ® N.W. WEBSTER ® NAV, BRIGGS © NE. BRIGGS TOTAL = 40 SQ FT 122 SQ FT 94 SQ FT 260 SQ FT REMOVE COMB CURB & GUTTER STATION 106+00 TO 112+00 AS NEEDED 100 LT & RT TOTAL 200 LIN FT BUILD COMB CURB & GUTTER STATI❑N 106+00 TO 112+00 AS NEEDED 100 LT & RT TOTAL 200 LIN FT BRIGGS STA 110+35 30' ROTO MILL ASPHALT SURFACE APPROXIMATELY 3 1/2" STATION 106+00 LT & RT STATION 112+00 LT & RT 2000 SQ YDS BRIGGS LT. RETURN 103 SQ YDS BRIGGS RT, RETURN 69 SQ YDS TOTAL = 2172 SQ YDS SAW CUT ftj STA 108+00 STA 109+00 f STA 110+00 North 3 1/2" ASPH TYPE 17C/40% (ALT 17R) STATI❑N 106+00 LT & RT STATI❑N 112+00 LT & RT 436 TONS BRIGGS LT, RETURN 23 TONS BRIGGS RT. RETURN 16 TONS TOTAL = 475 TONS SAW CUT 30' T 20' 7TH STREET STA STA 112+00 BIULD SIDEWALK, W/HANDICAP RAMPS PLANT' ® N.W. WEBSTER ® N,W, BRIGGS 10 N.E. BRIGGS TOTAL = 40 SQ FT 122 SQ FT 94 SQ FT 260 SQ FT 30' 1' R —y • 4 .° 6' 4 •d 6' 30 Combination Curb & Gutter Detail Match Existing No Scale Contra N.279615.03 E 2085181.93 1932.90 CITY OF HASTINGS, ENGINEERING DEPT. 00 Project 7TH STREET LEXINGT❑N TO BALTIMORE Proj. No. STPAA — 5512 (7) Description 7TH STREET LEXINGTON TO BALTIMORE Design By Drawn By RLM RLM Date 1/05 Approved By Contractor Drn. No. 6 of 9 ADJUST MANHOLE TO GRADE STATI❑N 113+94 CL STATI❑N 116+52 2' RT SAUNDERS AVE STA 113+65 30' 15' SAW CUT Gond u.27*50.07 E4085457.25 193aos SAW CUT 3 1/2" ASPH TYPE 17C (ALT. 17R) STATI❑N 112+00 LT & RT STATION 118+00 LT & RT 436 TONS SAUNDERS LT. RETURN 12 TONS SAUNDERS RT, RETURN 16 TONS TOTAL = 464 TONS North 20' 30' REMOVE SIDEWALK 11 N.W. SAUNDERS 12 N.E. SASUNDERS 13 N.W. WILLIAMS TOTAL = 168 SQ FT 104 SQ FT 93 SQ FT 365 SQ FT STA 115+00 • •o � t. WILLIAMS AVE STA 116+13 ROTO MILL ASPHALT SURFACE APPROXIMATELY 3 1/2" STATION 112+00 LT & RT STATION 118+00 LT & RT 2000 SQ YDS SAUNDERS LT 53 SQ YDS SAUNDERS RT 70 SQ YDS TOTAL = 2123 SQ YDS 7TH STREE1T STA 116+00 10 STA 117+00 STA 118+00 REMOVE COMB CURB & GUTTER STATI❑N 112+00 TO 118+00 AS NEEDED 100 LT & RT TOTAL 200 LIN FT BUILD COMB CURB & GUTTER STATI❑N 112+00 TO 118+00 AS NEEDED 100 LT & RT TOTAL 200 LIN FT 1'R BUILD SIDEWALK, W/HANDI CAP RAMPS PLAN "C" 11 N.W. QUAD 12 N.E, QUAD 13 N.W, WILLIAMS TOTAL = 168 SQ FT 104 SQ FT 93 SQ FT 365 SQ FT d a • • QA .4 . • 6' • • 4.. 'a 6' 30 Combination Curb & Gutter Detail Match Existing No Scale pOpb Ot t11t 1/ttt,I.a %FESS/ •. $V a° A %%- ?>�a DAVID L ' c, IV. a WACKER y' E•5090 :mi. ., ary' ® �" pu . �q°° ,..;hae. f,. 'QIE pF y�/�; CITY OF HASTINGS, ENGINEERING DEPT. 00 Project 7TH STREET LEXINGTON TO BALTIMORE Proj. No. STPAA — 5512 (7) Description 7TH STREET LEXINGTON TO BALTIMORE Design By Drawn By RLVI RLM Date 1/05 Approved By Contractor Drn. No. 7 of 9 ADJUST MANHOLE TO GRADE STATI❑N 119+94 STATI❑N 122+53 STATI❑N 123+05 12' RT 4' LT 5' RT BUILD 9" CONCRETE PAVEMENT BELLEVUE AVE RT 146 SQ YDS Camra N.279723.39 E-2086032.58 1926.35 14 GV STA 118+00 • STA 119+00 REMOVE PAVEMENT STATI❑N 119+94 146 SQ YDS North L : 1. BELLEVUE AVE. STA 119+94 30' ti::' 30' 7TH STREET ADJUST WATER VALVE TO GRADE STATI❑N 119+70 18' LT REMOVE COMB CURB & GUTTER STATION 118+00 TO 123+40 AS NEEDED 100 LT & RT TOTAL 200 LIN FT ADJUST GAS VALVE n TO GRADE / STATI❑N 119+26 18' RT REMOVE SIDEWALK 14 N,W, BELLEVUE 0 N,E, BELLEVUE 16 S.E. LEXINGTON TOTAL = 112 SQ FT 100 SQ FT 66 SQ FT 278 SQ FT 1 SAW CUT 30' BUILD SIDEWALK, W/HANDICAP RAMPS PLAN "C" 14 N,W! BELLEVUE is NIE, BELLEVUE 15 SE, LEXINGT❑N TOTAL = 112 SQ FT 100 SQ FT 66 SQ FT 278 SQ FT ROTO MILL ASPHALT SURFACE APPROXIMATELY 3 1/2" STATION STATI❑N STATI❑N STATI❑N 118+00 120+43 122+28 123+40 BELLEVUE LT LEXINGTON LT LEXINGTON RT TOTAL = LT & RT LT & RT LT & RT LT & RT 2028 SQ YDS 146 SQ YDS 242 SQ YDS 217 SQ YDS 2633 SQ YDS 3 1/2" ASPH TYPE 17C (ALT 17R) STATION 118+00 LT & RT STATI❑N 120+43 LT & RT STATION 122+28 LT & RT STATI❑N 123+40 LT & RT 446 TON BELLEVUE LT LEXINGT❑N LT LEXINGTON RT, TOTAL = 32 TON 53 TON 48 ' TON 579 TON 1'_.... 1' R—� a ' . f ' •4 d d a .d 30' 6' 4 Combination Curb & Gutter Detail Match Existing No Scale LEXINGTON AVE STA 123+05 STA 30' 0 60' 123+00 ON 0 50' SAW CUT 30' t SAW CUT STA 23.40 0mmw 41.219611.42 E4086465.48 19225$ bEhbBl l,llff[I rts. 4 ESS/4 ��4 `2 00aeoaa ...0 { 8 parera g-442 0 WACKER ; z: a �y�°s, E-5090 •nr', pppp))e yep-: 114$* '14h. 009000• �� • b °o,' OF �IEB f�Q(/ CITY OF HASTINGS, ENGINEERING DEPT. 0 0 Project 7TH STREET LEXINGTON TO BALTIM❑RE Proj. No. STPAA — 5512 (7) Description 7TH STREET LEXINGTON TO BALTIMORE Design By Drawn By RLM RLM Date 1/05 Approved By Contractor Drn. No. 8 of 9 Nor O STATION 100+00 45.5' LEFT STATION 99+90 15.5' LEFT CO 0 CO 09 31,82 3.97. <-- --> 3,97. 0 0 0 0 3.3% <-- 2.67. <-- --> 2.67. 0 0 0 0 2.07. <-- 1/4)) --> 2.07. Q VARIES% <-- 0 0 70 >--> VARIES% 0 0 -44- STATION 100+61 75.5' LEFT SOUTH 31.63 30 ' RADIUS STATION 100+91 45,5' LEFT • 0— 0.47. co N n I I wo O`S6 Nr o N n I w 0 � \ n I 1 C<3 15.0' w o r b \ I 1 �(9 7 0 \ I 1 ?6 15.0' ,-. N UI ^ I 1 w1 o 673 N n I w15.5' •9c' N co is I I 1 w S0 10.0' d)6 1 1 N (.53-4400E--,) J 1 o S� 15.5' -410— CO 1 C11 ° 1 v 15.0' y0 1 1 ,-- � ° °� 1 `' N 5 15.0' -Asa— ° 1 1 " Cil — w 10.0' 1 I 1 v v W t0 N N x (V -411.— STATION 100+00 45,5' RIGI 5 cb STATION 100+30 —► 40 65.5' RIGHT f 0 0 VARIES% <-- 0 0 --> VARIES% 2.77. <-- --> 2.07. 1 0 0 f f f 0 0 3,57. <-- 4.47. <-- --> 3.07. 0 0 f 15,5' 31.63 15.5' 30 ' RADIUS STATION 100+91 45.5' LEFT 0 BALTIMORE AVE. & 7th STREET INTERSECTION JOINTS AND GRADES 06'06 133dJS HIL 13 • 7 BALTIMORE AVE. CL PROFILE -1001-- 0.1% w STATION -- 101+01 CL CJI Ui .41— 0,17. 30.98 c6' INTERSECTION COMPS • 6� 31' (4) WAY INTER NORTH L=30' EAST L=10' SOUTH L=20' WEST L=10' TOTAL 606.0 103.3 34.4 68.9 34.4 847.0 SQYDS SQYDS SQYDS SQYDS SQYDS SQYDS "PO •67 3e13WIIT'H 13 C.) 0 0 9 o1 ca NORTH 31,82 31.57 7TH STREET CL PROFILE •pFESSf e cbpppe eep O�/peil . Wp 1; : moo DAVID L Lc.): ` E2: WACKER ^m: $ E-5090 ®tea rro aep : fate: CIN OF HASTINGS, ENGINEERING DEPT. 00 Project 7TH STREET LEXINGTON TO BALTIMORE Proj. No. STPAA — 5512 (7) Description 7TH STREET LEXINGTON TO BALTIMORE Design By RLM RLM Drawn By Date 1/05 Approved By Contractor Drn. No. 9 of 9