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HomeMy WebLinkAboutSTPAA-5516(5)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 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. 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. STPAA-5516(5) SPEC. SHEET 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. 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. Unless otherwise specified by plans or Engineer. 8. Contractor will be required to have all utilities located prior to start of work. ITEM NO. DESCRIPTION 1 Rotomill Pavement 2 Remove Asphaltic Pavement 3 Asphaltic Concrete Type 14 4 Asphaltic Concrete For Patiching (type 14) 5 Asphaltic Concrete For Driveways (type 14) 6 Asphaltic Cement (AC -10) 7 Emulsified Asph. (SS1 H) Tack Coat 8 Remove Concrete Pavement 9 Remove Curb & Gutter 10 Remove Sidewalk 11 Build 9' Concrete Pavement (47B) 12 Build 8' Concrete Pavement For Patching(47B High -Early) 13 Build 30' Curb & Gutter 14 Build 5" Concrete Sidewalk(ABX) 15 Build Junction Box 16 Build Integral Curb (47B) 17 Adjust Manhole to Grade 18 Adjust Gas Valve to Grade 19 Adjust Water Valve to Grade 20 Adjust Grate Inlet to Grade 21 Remove And Reinstall Traffic Signal 22 Remove Traffic Signal Strain Pole/Salvage 23 Remove Traffic Signal Strain Pole Foundation 24 Build Traffic Signal Strain Pole Foundation/ Reset Traffic Signal Pole 25 Traffic Signal Cable 26 1 Direction Arrow 27 2 Direction Mow 28 "ONLY" Wording 29 4" Yellow Preformed Pavement Marking 30 4" White Preformed Pavement Marking 31 24' White Preformed Pavement Marking 32 Remove CMP 33 Remove Curb Inlet 34 Remove Existing Junction Box 35 Remove 12" R.C.P 36 Build 15" R.C.P. Class III 37 Build 12' R.C.P. Class 111 38 Bulled Curb Inlet 39 Sholuder Edge of Road 4o Saw cut ESTIMATED QUANTITIES 7472 46 1751 10 10 101 1869 212 335 100 3R5 10 293 9.5R 104 7 110 4 4 4 988 80 112 24 2 25 11 20 2 2 20 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 the 1985 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. CALL BEFORE YOU DIG UNIT S.Y. S.Y. Ton Ton Ton Ton Gal. S.Y. LF. S.F. S.Y. S.Y. LF. S.F. Each LF. Each Each Each Each Each Each Each Each L.F. EA. EA. EA L.F. L.F. L.F. L.F. Each Each L.F. LF. LF. Each Per Sta. LF. DIGGERS HOTLINE OF NEBRASKA -800-331-5666 1 ASPHALTIC CONCRETE, TYPE 14 Asphaltic Concrete, Type 14, shall conform to the MSHTO 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 Min. Max. 1 -inch 100 %-inch %2 -inch 3/8 -inch No. 4 No.10 No. 30 No. 50 No. 200 98 100 76 93 60 88 42 78 27 60 14 38 8 21 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 dust/ac 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 (%) + 12% CITY OF HASTINGS, ENGINEERING DEPT. Project 12TH ST. OVERLAY Pro} No. STPAA-5516(5) Description Design By BEN S. Drown By BEN S. Dote 2/99 APProve el D.L.W. Contractor Drn. No. 2 of 11 N HOUSE 8" rL 18" —x LP 0 N WOOD FENCE N N N as N N N N N N N N N N N N6CO 24" 6) u) n 0 n- x GAS SERVICE it 0' 10'20' 40' HOUSE 00 LP 0 8" POST 24" O WM w 0 cc w 0 O 18" 12" 18" 20" WOOD FENCE STA. 49+93 BEGIN ASPHALT OVERLAY. BEGIN ROTOMILLING. SEE TYPICAL SECTION 6" CONCI ETE (1) -- MH MAIL OHE 4"—GAS =fi8'`-RCP— WATER I OHE — A PHALT SURFACE v x 18" U) HOUSE 12" SCO WOOD FENCE WOOD FENCE — 8"—S — >, GL GN —fir 2— E 12TH STREET — 10"—W — 4"G — — — —1- LIMITS OF ASPHALT OVERLAY ASPHALT SURFACE M ASPHALT FP w S O rL 0 t 0"—W — —10 — CONCRETE PL CONCRETE _n8"_13.611)= N 12" 12" 4 N 8 a 0 HOUSE GAS SERVICE HOUSE HOUSE 0 ASPHALT QUANTITIES ROTOMIL STA. 49+93 TO 61+96 4277 S.Y. TYPE 14 ASPHALT STA. 49+93 TO 61+96 936 TON TACK STA. 49+93 TO 61+96 1070 GAL GAS SERVICE WATER SERVICE SAN. SERVICE FILE NAME: 330P9_RH.DWG CS ifT\ CITY OF HASTINGS Project 1 2TH ST. OVERLAY Coloription ASPHALT RESURFACING BEN S. 3/10/99 BEN S. 3 of 11 GAS SERVICE LC) GAS SERVICE H WATER SERVICE SAN. SERVICE r -SCS ASPHfLT 10"-W — — - i 18" RCP CONCRETE IGN d BoxCS y 36" RCP Ito I --r -oo 141 M LIMITS OF ASPHALT OVERLAY 24" WATER SERVICE SAN. SERVICE LP 0 18" PL — 4"-G — 20" —S11311- HOUSE GAS SERVICE f U *LP HOUSE H' kc p 4 - HOUSE 18" 0' 10'20' 40' —OLP CRUSHED ROCK GAS SERVICE MH HOUSE 20" OHE — I —42'-G SIGN MAIL BO d CONCRETEQ IJ — — — `'''' 4"-G MAIL BOX d ) o A HOUSE SAN. SERVICE -P6 —18 Ru' CONCRETE 12TH STREET ASPHALT 10" -W tw 37 -RCP z LL 0 0 3 TOcbeo®ROCK, GARDEN 1 ooOOo to 000°000 10" 6 11 8 11� CONCRETE 0 ( HOUSE GAS SERVICE HOUSE WATER SERVICE SAN, SERVICE GAS SERVICE 0 0 18"X10" ARCH N 18' WATER SERVICE SAN. SERVICE FILE NAME: 330P9_RI.DWG HOUSE CITY OF HASTINGS ENGINEERING DEPT. Proj2Tect 1H ST. Proj. Ne. STPAA-5516(5) pr;M,rlp6on ASPHALT OVERLAY t icn Day Dote BEN S. 3/10/99 Drown By Ayprared BEN S. D.L.W. Contractor Dm. Ao. 4 Of 11 0) HOUSE w 1- w 0 z U MAIL 1MAIL BO HOUSE O c9 i m t} i -8"-S-- -4 U- ASPHALT I o ,1 a) 0 LIMITS OF ASPHALT OVERLAY CONC T GAS SERVICE 4" CD iscr- >¢ WOOD FENCE WOOD FENCE RL — -GAS -VA-LVE— r---57"7 VALVE - P— — — nHF- S; 4 G • �I— 57"7 34 AITCH / /PC/ / //A1/MH /cy✓/ Y' / A 44" X 27" ARCH -i- ,- N —x. 18" 8"' G N (9 i I II tt !SicG I w 0 I E 0 I M BUSH 1 J I BUSH tom, 8 = 1?TH STREET ASPHALT 5'X 8' BOX CULVERT SIG , ©. 3itri. Ny a NA" J 04 — 4"-G — — ,i rr 0 Fr - _J OLD ib -00 U) 8 RC tl=_jzr=W=— HOUSE ,,II `-{,„i_.r w 0 UI sw c idN Is! to cn 0') a - al 0 0 --Pi 12 I BOX w _CON! RETE DRIV HOUSE — 4"-G L H PL WOOD FENCE EXISTING FIRE HYDRANT AND VALVE TO BE REMOVED BY HASTINGS UTILITIES ADJUST MANHOLE TO GRADE STATION SIDE DIST. FT. 60+02 RT. 21 60+07 LT. 2 TACK STA. 62+77 TO 81+94 799 GAL 24' LT. 14' LT. TO 62+11 12' RT. 14' LT. JUNCTION BOX 1 EA. BUILD FULL DEPTH ASPHALT 8" THICK ® 1 U HOUSE 1 V { / OHE 1 H f LP N GU Y H fi P UY CD 18- RCP STUB TE �\I P REMOVE AND TRAFFIC SIGNAL REMOVALS \ STA. 62+30 30' RT. REMOVE TRAFFIC SIGNAL STRAIN POLE 1 EA. A STA. 62+30 30' RT. REMOVE TRAFFIC SIGNAL STRAIN POLE FOUNDATION 1 EA. o_ REPLACE 11 10" GAS SERVICE N ASPHALT QUANTITIES ROTOMIL STA. 62+77 TO 81+94 3195 S.Y. TYPE 14 ASPHALT STA. 62+77 TO 81+94 815 TON AC - 10 STA. 62+77 TO 81+94 47 TON TACK STA. 62+77 TO 81+94 799 GAL 24' LT. 14' LT. TO 62+11 12' RT. 14' LT. JUNCTION BOX 1 EA. BUILDING STA. 62+77 BEGIN MILLING FULL ASPHALT REMOVAL TO CONCRETE FOR NORTH LANE ASPHALT PL DEPTH 4" SUBBASE r' BUSH 4"-G — CONCRETE SI 0' 10'20' 40' LO CHAIN LINK FENCE k LIMITS OF ASPHALT OVERLAY PP GUY $ f SIGN 4"-G — —a — ASPHALT in (--- BEGIN 9" CURB/ RETAINING WALL CONCRETE t t ' 24" O Gt REGRADE ROCK DRIVE J 24" 7 ti. 0 HOUSE 0 U 0 0 w 7 U x WOOD FENCE GUY LP MATCH EXISTING GRADE CURB AND GUTTER REMOVAL 0 STA. 59+76 17' RT. TO 62+32 56' RT. 275 L.F. Q2 STA. 61+99.5 15' LT. TO 62+35 45' LT. 60 L.F. x x CHAIN LINK FENCE WOOD FENCE STORM SEWER REMOVALS 0 STA. 62+24 20' RT. TO 60+20 35' RT CURB INLET 1 EA. U STA. 62+24 22' LT. 14' LT TO 62+40 55' RT. 37' LT. CURB INLET 1 EA. ® STA. 62+24 24' LT. 14' LT. TO 62+11 12' RT. 14' LT. JUNCTION BOX 1 EA. ® STA. 62+10 21' RT. TO 62+22 21' RT. 57' X 34" CMP 12 L.F. 50 STA. 62+25 25' RT. TO 62+25 37' RT. 57' X 36" CMP 12 L.F. © STA. 62+30 20' RT. 12" RCP 25 L.F. CONCRETE PAVEMENT AND SIDEWALK REMOVAL I ' I STA. 59+76 19' RT. TO 60+20 35' RT 35 S.Y. CONC. PAVEMENT � I I STA. 62+11 12' RT 14' LT TO 62+40 55' RT. 37' LT. 177 S.Y. CONC. PAVEMENT I�3I STA. 61+95 12' RT. 14' LT. TO 62+11 12' RT. 14' LT. 46 S.Y. ASPH. PAVEMENT 14 I STA. 60+20 45' RT 40 S.F. CONC. SIDEWALK 5 STA. 60+20 40' LT 60 S.F. CONC. SIDEWALK FILE NAME: 330P9_RJ.DWG CITY OF HASTINGS ENGINEERING DEPT. 0 Project 12TH STREET STPAA-5516(5) Occdiyt»n ASPHALT OVERLAY & TURNING LANE REMOVALS Ues;rv, by Oats BEN S. 3/10/99 Drcvm ay Approved By BEN S. D.L.W. Contractor Om. M. 5 1 BUILD NEW STORM SEWER ® STA. 61+99.5 26' RT. TYPE "A" CURB INLET 1 EA. (SEE DETAIL) U STA. 61+99.5 15' LT. TYPE "A" CURB INLET 1 EA. (SEE DETAIL) ® STA. 62+20 25' LT. JUNCTION BOX 1 EA. (SEE DETAIL) ® STA. 61+99.5 26' RT. 12" RCP 20 L.F. CLASS III ® STA. 61+99.5 15' LT. 15" RCP 11 L.F. CLASS III 0 BUILD NEW CURB AND GUTTER (47B) ® STA. 59+76 17' RT. TO 60+99.5 26' RT. 30" C&G 223 L.F. 0 STA. 61+97.5 26' RT. TO 62+32 56' RE INTERAL C&G 52 L.F. O3 STA. 61+97.5 15' LT. TO 62+35 45' LT. INTERGRAL C&G 52 L.F. CONSTRUCTION INTERSECTION DETAILS WEST APPROACH AT 12TH ST. AND BALTIMORE AVE. INTERSECTION a; a) + 1- N co Lr _ II -- RADIUS POINT BUILD NEW TRAFFIC SIGNAL POLE A STA. 62+25 45' RT. RELOCATE TRAFFIC SIGNAL STRAIN POLE 1 EA. '� \ STA. 62+25 40' RT. BUILD NEW TRAFFIC SIGNAL STRAIN POLE FOUNDATION 1 EA. /A\ STA. 62+25 40' RT. NEW TRAFFIC SIGNAL CABLE 110 L.F. A NOTE REMOVE AND REUSE EXISTING SIGNAL POLE moo. PP 57"X 34 CMP FLOOR ELEVATION = 1912.55' ® GUY Seal Joint H STA. 59+94 29' R = 1918.25 J w 1- ro M 0 0 0 1- Cn T FLOOR ELEVATION = 1913.00' FLOOR ELEVATION = 1914.50' O C3 ELEVATION ELEVATION 1916.45 1- ce 0 M O N M M O • 0 0 co0• • rc 0N II 11 � F BUILD NEW 9" CONCRETE PAVEMENT (47B) Fri I STA. 59+76 19' RT. TO 60+20 35' RT 35 S.Y. CONC. PAVEMENT Pi STA. 62+11 12' RT 14' LT TO •62+40 55' RT. 37' LT. 330 S.Y. CONC. PAVEMENT TYPE "A" DETAIL OF TANDEM 56" LONG COMBINATION 2442 AND 2443, STYLE H GRATE W/2445 BARRIER CURB (DEETER OR EQUAL) Front View mak 0 0 0 N O 3 In co 00 O O 010) II II J 0 L1_ I— Vertical and Horizontal Reinforcing Side View No. 4 Rebar 0 12" O.C. 1- Z O 0 N 0 Q 0 DETAILS OF JUNCTION BOX (NOT FOR USE UNDER TRAFFIC) 9" Verticol and Horizontol Reinforcing No. 4 Rebor 0 12" O.C. VARIES .a. _9 9" N. O 4 4 • n t a. 4 } - 2' 4' MAX 2 a o Iry 0 0 4 >- 4 a 4 a 2 a a 4 4 0 M 8" VARIES 8" N N O 6 a1 a) 11 11 MATCH EXISTING S \ co 0' 10'20' 11111111111111 CONCRETE COLLAR ELEVATION = 1914.12 �- D—MATCH EXISTING in 2 STA. 62+32 56' RT. u • 1• ROADWAY CROWN 8-F-502 BARS 8-F-503 BARS ANCHOR BOLT CIRCLE CENTERED ON FOUNDATION • • • 40' OSWEGO TO BALTIMORE STA. 49+93 TO 61+96 EXISTING ASPHALT 5" ± EXISTING CROSS-SECTION NTS 17'-6" 1 1/2" BOTTOM LIFT 2% MIN SLOPE VARIES 35' DIRT SUB -BASE EXISTING ASPHALT SUB -BASE (DEPTH MAY VARY) 2" TOP LIFT 2% MIN SLOPE VARIES • 2 rQ /7 /(,/ YC l4 CONCRETE CURB AND GUTTER OR RETAINING WALL. DO NOT DISTURB Th r HAND HOLE SEE NOTE 4 0 ANCHOR BOLT COVER HEX NUT FOR LEVELING ROUND FOUNDATION SECTION E - E DI E 11 a e 4' a DIRT SUB -BASE TYPICAL PROPOSED CROSS-SECTION NTS d BALTIMORE TO BELLEVUE STA. 62+77 TO 81+94 4 a e A 4 4 e 4 .4 CONCRETE CURB AND GUTTER OR RETAINING WALL. DO NOT DISTURB 2% NOTE: ROTOMILL OUTSIDE LANES TO A DEPTH OF 3 1/2" ® CURB AND 1" 10' IN FROM CURB. ROTOMILL CENTER LANE TO A DEPTH OF 1" TO PROFILE CROWN EXISTING ASPHALT 4"± TO BE REMOVED AND REPLACED IN TWO LIFT PROCESS 2% 1" CHAMFER WHEN IN EARTH ID T I I 1:4 -------ANCHOR BOLTS I -r1 -I •r• tat A- 4 1 I 4- 41- 4 4 2'-8" MIN. — FOUNDATION SEE NOTE 1 EXISTING CROSS-SECTION NTS 12" LAP CONCRETE SUB -BASE POLE FOUNDATION • , NOTES CONCRETE CURB AND GUTTER OR RETAINING WALL. DO NOT DISTURB 1. THE POLE FOUNDATION WILL BE ROUND. THE EXCAVATION SHALL BE TO THE MEET LINES OF THE FOUNDATION. ONLY THE TOP TWO FEET MAY BE FORMED. FOUNDATION SHALL BE FLUSH WITH SURROUNDING CONCRETE SURFACE OR A MINIMUM OF 2" PROJECTION WHEN IN EARTH. PRE FORMED EXPANSION JOINT FILLER SHALL BE USED WHEN ABUTTING SIDEWALK OR OTHER SURFACE MATERIAL. CONCRETE SHALL BE CLASS 478-3000. 2. ANCHOR BOLTS SHALL BE 1.5" DIA. X 6" AND SHALL BE THREADED. EACH ANCHOR BOLT SHALL BE SUPPLIED WITH TWO HEX NUTS AND TWO FLAT WASHERS. ANCHOR BOLTS SHALL BE 50,000 PSI MINIMUM YIELD STRENGTH. POLE SPECIFICATIONS 3. USE EXISTING POLE AND CABLE MOUNTING HARDWARE 4. HAND HOLES SHALL BE ORIENTATED AWAY FROM TRAFFIC. 5. ALL MISCELLANEOUS STEEL HARDWARE AND THREADED FASTENERS OVER 3/8 INCH DIAMETER SHALL BE GALVANIZED TO COMPLY WITH ASTM -A 153. OLE BASE 16.50" DIA. BOLT CIRCLE 1.75" DIA. BOLT HOLE SECTION D - D DIA. 2' - 4" REINFORCEMENT BAR BENDING DIAGRAM FILE NAME: DETAILS CITY OF HASTINGS ENGINEERING DEPT. 00 Project 12TH STREET 'mi. STPAA-5 5 1 6(5) CURB AND STORM SEWER/ DETAILS Design 9y 0.4e Cc„roctcr BEN S. 3/10/99 Drawn By BEN S. Pi -proved D.L.W. OM. 80. 6 of 11 0 to HOUSE F - w U z 0 0 4" Arc -5Th, 4 o ' (0 CND c(9 (0 LCA c9 It! I WOOD FENCE (-"---N, ri --PL —X - r '7, ti 1-1 — ASPHALT HOUSE -^.%=12' rn u) N WOOD FENCE 12TH STREET Ater BUSH ( 18" BUSH"" BUILD NEW 4' WALK INCORPORATING J.B. LID—? _X_ _x PP J 9 - —1 — 0 z r O BUILD HANDICAP ACCESS d: BUILD HANDICAP` ACCESS HOUSE GRAVEL ALLEY DIAGONAL STRIPPING TO BE DONE BY CITY FORCES BUILD NEW 4' CONCRETE WALK PARALLEL TO CURB 8.25' SETBACK NOTE: STRIPPING AND MARKINGS ON ASPHALT SHALL BE INLAYED STRIPPING AND MARKINGS ON CONCRETE SHALL BE GLUED HOUSE REFLECTIVE MARKING TAPE 4" YELLOW TYPE III 986 L.F. 4" WHITE TYPE III 80 L.F. 24" WHITE TYPE III 112 L.F. 1 DIRECTION ARROW 4 EACH 2 DIRECTION ARROW 4 EACH "ONLY" WORDING 4 EACH a r I irY 0 m ASPHALT FH o + 1--- 20' _ire__32' MIN 80' MAX +- r_flo.z.4 10" BUILDING O fl PP ✓ J z 0 PL BUSH CONCRETE SI BUSH SINGLE WHITE 4" TAPE 8.00'DOUBLE YELLOW I 1- - 4" TAPE 4" GAP 0' 10'20' 40' x� i CHAIN LINK FENCE 4 x f c J ri i0 PP 0 GUY x ASPHALT - -1— — CONCRETE GUY LP 24" c e % J REGRADE ROCK DRIVE 24" r v HOUSE CRUSHIED ROCK X WOOD FENCE MATCH EXISTING GRADE BUILD NEW 5" ABX CONCRETE SIDEWALK 1 STA. 60+11 28' RT. TO 62+22 47' RT. 858 S.F. W/ HANDICAP RAMP J2 STA. 62+10 15' LT. TO 62+30 45' LT. 100 S.F. W/ HANDICAP RAMP FILE NAME: DETAILS X CHAIN LINK FENCE WOOD FENCE ACITY OF HASTINGS / I ENGINEERING DEPT. Project 12TH STREET Pro}. "o" STPAA-5516(5) UvYmrPSon SIDEWALK AND STRIPING PLAN Dcs;cn t y Oott Contractor BEN S. 3/10/99 Drown Sy Approved 8y On No. BEN S. D.L.W. 7 0f 11 CO 00 G t0 c9 C9 CO !� w _ 0 1 3X 0 0 3" BU N SIGN -- 4"-G — — 9" CURB/ RETAINING WALL U 7-0 MH I -J RETAINING W j 1 0' 10'20' 40' LP O 18" I_ _Si '� 11 — 4"-W SIL MIH E 60" RCP 1- LIMITS OF ASPHALT OVERLAY 24" HIGH CURB/ RETAINING WALL SIGN 12" 18" 12" 41* •SH BUSHB USH STUMP w cn O x — 24" 18" C BUSH BUSH SIGN 4"-G N USH USH SIG -III STEP LP <C (Y CO 1 1 1 1 1 1 1 1 I I N � w t o3 o I w " Z O U \2-1 GRATE INLETS i = 111 11 SIGN 30" STUMP 30" SAT. DISH w w O x 36" 12TH STREET CONCRETE ASPHALT in i 1 u „,[iry - I 11 0 t II 1 i7 A-4» W — 60" RCP 24" HIGH CURB) RETAINING WALL 1 2" P PP P —WOOD FENCE 24" ADJUST MANHOLE TO GRADE STATION SIDE DIST. FT. 65+84 LT. 1 69+12 LT. 1 15" ICP W 0 U S GN LP 0 30" BUSH SH ®— 4"-G — — — — ---PP— w 0 x MA . BOXd iMAIL gOX 24" HIGH CURB/ RETAINING WALL FH 24" 18" 6" 0 4"-W — 2" FILE NAME: 330P9_RK.DWG CITY OF HASTINGS ENGINEERING DEPT, Project 12TH ST. Proj. No. STPAA-5516(5) Oo .dpt»n ASPHALT OVERLAY Design 5y BEN S. Prawn try BEN S. Oots 3/10/99 Approved Oy D.L.W. Contrw:tor 8 Of 11 w 0 10" 18" 0 18" N 1 N �X M 1 1 II Q (f) 00 E; ( ASPHALT CONCRETE ----Cvot4- 24" HIGH CURB/ RETAINING WALL 1111111 GRATE INLET ¢ 0 NI i JH MH 0 1 1 1 3 J 3 0 z z uJ w K 2 18" 30" 24" 0' 10'20' 40' 30" 30" 0 0 M Cn Cit 4"—G 4 60RCP w in D 0 x 18" 24" 1 1 0 _1 1 1 60" RCP ►2T 4"—W ST�_IT GRATE INLET LP 2-24" w to 0 x • P -L — 4"—G SIGN 3' 24" 24" —J C_ P LIMITS OF ASPHALT OVERLAY 1 1 1 1 1 cy SIGP 1 II M 4"—W PL 54" RCP TT a 0 cc PP ( MAI_ , BOX 11 6" BUS w D 0 x x WOOD FENCE U SH MH 0 3 11 j U II f�1 — 4"—G 4"—W 48" R ( 9" CURB ASPHALT CONCRETE POST 30" STUMP • • STUMP 1 L M w 0 0 w to D 0 x ADJUST MANHOLE TO GRADE STATION SIDE DIST. FT. 72+39 LT 1 w CCw 0 U z 0 U w to D 0 UJ 0, 0 x FILE NAME: 330P9_RL.DWG CITY OF HASTINGS ENGINEERING DEPT. 0 12TH ST. Proj. No. STPAA-5516(5) Opmiption ASPHALT OVERLAY Design By pot° BEN S. 3/10/99 Drown ay Approved ay BEN S. D.L.W. Contractor Om. M. 9 of 11 V%: ao ;N:t4 36IM w D O 2 03 w D O 24" 0) 18" O 00 0' 10'20' 40' PLANTER AREA WALL —. SIGN 4"—G — — — — 4"—G ASPHALT LIMITS OF ASPHALT OVERLAY CONCRETE 0 (f) } Q PP w D 0 21" tit -I 30" 12TH STREET w O _ ADJUST MANHOLE TO GRADE STATION SIDE DIST. FT. 78+17 LT. 1 81+47 LT. 1 PP e 18" LJ 1.1 LU J J i 11 m 12"X 18" RCP I ASPHALT IH 18" 3 NO a CO w V) 0 18" 30" 42"I KCP 4 0 �qI 81+94 END ASPHALT OVERLAY CONCRETE CONCRETE Lt -1 U) 0 0 FILE NAME: 330P9_RM.DWG 6" W 37"X2 CONCRETE SIGN CHAIN LINK FENCE R —S—i x w D O _ w to D 0 _ CHAIN LINK FENCE CITY OF HASTINGS ENGINEERING DEPT. 0 12TH ST. STPAA-5512(5) Ca .ripNm ASPHALT OVERLAY Desi:, Ey Dote BEN S. 3/10/99 Drawn Oy WDrc'/N Cy BEN S. D.L.W. Contr(sctor Dm. No. 10 Of 11