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HomeMy WebLinkAboutPD2006-62006-6 CRANE CIRCLE DRIVE PAVING IMPROVEMENTS HASTINGS, NEBRASKA NOTES: 1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NEBRASKA DEPAR TMENT OF ROADS STANDARD SPECIFICATIONS AND PLAN DRAWINGS. 2) THE CONTRACTOR SHALL ASSUME RESPONSIBILI TY FOR THE EXACT LOCA TION OF EXISTING UTILITIES AND CONTACT ALL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3) THE CON TRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 4) CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNER MONUMENTS OR RE—ESTABLISH THEM IF THEY ARE DISTURBED DURING CONSTRUCTION. 5) THE CON TRACTOR SHALL PRESERVE ALL SURVEY CONTROL. 6) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXPENSE AND COORDINA TION OF ALL TESTING REQUIRED. 7) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LOCATIONS SHOWN. 8) DIGGERS HOTLINE OF NEBRASKA 1-800-331-5666 9) UTILITY WORK TO BE PERFORMED BY HASTINGS UTILITIES PROPOSED WATER AND SEWER MAINS SHALL BE INSTALLED PRIOR TO STREET PAVING. PLEASE CON TACT HASTINGS UTILITIES FOR THE COORDINATION OF THESE EVENTS. 10) EMBANKMEN T AND SUBGRADE SHALL BE ADJUSTED TO CONFORM TO THE LINES AND GRADES SHOWN ON THE PLANS IN ACCORDANCE WITH SECTION 205 AND 302 OF THE 1997 STANDARD STATE SPECIFICA TIONS AND ITS SUPPLEMENTS. THE UPPER SIX (6) INCHES OF THE SUBGRADE SHALL BE SCARIFIED, MIXED, AND RECOMPACTED TO THE FOLLOWING COMPACTION REQUIREMENTS: PERCEN T DENSITY MOISTURE MINIMUM REQUIREMENTS MAXIMUM 95 MIN. OPT —3Z OPT. +3% AREAS NOT MEETING SPECIFIED MOISTURE DENSITY TEST REQUIREMENTS SHALL BE REMOVED AND RECOMPA C TED AT THE CON TRACTOR'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 EXCA VA TION, BACKFILLING, AND SAWING CONTROL JOIN TS, KEYWAY, TIE BARS, DOWEL PINS, AND RUBBERIZED JOINT SEALANT SHALL BE CONSIDERED SUBSIDIARY TO THE UNIT PRICE PER SQUARE YARD OF PAVEMENT. SOUTH DAKOTA NEBRASKA MISSOURI • YANKTON NIOBRARA 0 0 0 Ni cn 0 HARTINGTON O'NEILL SOUTH SIOUX CITY NORFOLK PROJECT LOCATION HASTINGS, NEBRASKA ALBION SPALDING KAMAN BLAIR COLUMBUS REMONT DAVID •CITY SCEOLA OMAHA GRAND ISLAND SEWARD PLA SMOUTH AUROR LINCOLN SYRACUSE HASTINGS NEBRAS CI -Y IOWA MISSOURI TECUMSEH AUBURN RED CLOUD HEBRON• FAIRBURY BEATRICE SUPERIOR NEBRASKA 77 KANSAS VICINITY MAP FALL CITY INDEX OF SHEETS: SHEET NO: SHEET NAME: CO.0 CO.1 PP1.1 XS1.1 D1.1 COVER SHEET LOCA TION MAP PLAN AND PROFILE SHEET CROSS-SECTION SHEET STANDARD DETAILS NDOR STANDARD PLAN 443-R6 NDOR STANDARD PLAN 329-R7 NDOR STANDARD PLAN 301-R8 NDOR STANDARD PLAN 920-R5 HASTINGS CITY ENGINEERING A1-.4 s/-Z•e7 HASTIN S CITY SURVEYOR DATE UTILITIES DIRECTOR OF ENGINEERING DATE HASTINGS CITY ENGINEER COVER SHEET PROJECT 77TLE DATE 8/29/2006 DRAWN BY BRS PROJECT NO. 330SD12 BILLING GROUP SCALE NONE FIELD BOOK FILE NAME 330SD12-A.DWG REQON REVISION PROGRESS 1N/77ALS DATE PLAN /N HAND BRS 8/31/2006 7011 RENEW BRS 10/19/2006 95X W DS 10/23/2006 SHEET CO.O 0 c 0 PROJECT LOCATION n 1 L -t h > n > 3utterfoot Lane > L_ n Q) V w L_ 0 c- o 0 Ind on Q 0 n Crane Ave > 0 U CRAB_ VE Acres Westchester 14th t 0 -0 N Q) n O‘c o L_ QJ n Q) 0 U > n Colonial Place V 0 Q.) > n 3/6) ,12th mperia -0 O Drive v ornin 0 O /c) Drive Q e a) > W 0 E 4J 0 16th Q od Terrace 12th > 03 Cll 13th 14th Q) N Q 03 E 0 Senior 0 g > 14th ill St. m a) a) m Sumner St. 13th 12th Q 0 X 0 0 U 9t n Q) V Home Home 1 1th 1 1th 10th > L_ 9th 0 10th 1 1th 1 1th O 9th > Q 0 > 0 0 > a) 0 9th m Q) Q (1) > Q) n Q) 9th m > Q) 0 () E U Q) m m W41 .t15 b ti zt k x 11 rilliN Mrh n h o h bNI a LOCATION MAP SHEET 77TLE Lu Z gQ W>m ��o Vgolik Z CNI W tz QZ� soft � Q= a. PROJECT 77TLE DATE 8/29/2006 DRAWN BY BRS PROJECT NO. 330SD12 BILLING GROUP SCALE NONE FIELD BOOK FILE NAME 330SD12 A.DWG REVIQS/ON REVISION PROGRESS INITIALS DATE PLAN IN HAND 70% REVIEW 95% REVIEW SHEET co. �J / STA 10+50 INSTALL 78 LF OF 15" RCP CLASS III STORM PIPE AT 0.2% INSTALL 1—Y=6' CURB INLET ON THE NORTH SIDE OF CRANE DRI INSTALL 1—Y=6' CURB INLET ON THE SOU SIDE OF CRANE D PIPE FL. ELEV. AT NORTH INLET = 1918.6 PIPE FL. ELEV. AT SOUTH INLET = 1918.46 -co PROPOSED 6' SIDEWALK (BY OTHERS) STA 10+00 TO STA 12+88 INSTALL 1409 S.Y. OF 6" P. C. CONCRETE PAVING WITH INTEGRAL CURB AND GUTTER PER STANDARD PLANS 329—R7 & 301—R8. INSTALL 105 LF OF 15" PVC SDR35 STORM SEWER PIPE. PIPE FL. ELEV. AT INLET = 1918.46 PIPE FL. ELEV. AT DITCH = 1918.15 SLOPE = 0.30% A =36'00'57" R=115.00' T=37.38' L=72.29' CH=71.10' Da=49'49'21" o E=5.92' Q M=5.63' 0 © 0 ry ‘11' co 0) (� N rn rn THE PROPOSED ROADWAY WILL REQUIRE 600 CY OF EXCA VA TION. CROSS SLOPE CONTINUOUSLY CHANGES AFTER STA 12+53 PROPOSED 6' qY OTHERS) N SIDEWALkN EXISTING CONTOURS (TYPICAL) W z W z BUILD VALLEY GUTTER AT THE END OF PROPOSED PAVING RETURN. STA 13+00 CONNECT TO EXISTING PAVING PER STANDARD PLAN 329—R7. SAW CUT 75 LF OF P. C. CONCRETE. STA 12+88 TO STA 13+00 REMOVE & REPLACE 78 S.Y. OF 6" P. C. CONCRETE PAVING WITH INTEGRAL CURB AND GUTTER PER STANDARD PLANS 329—R7 & 301—R8. (PAID FOR BY THE CITY OF HASTINGS 2006-6 Crane Circle Drive Crane Circle V//as Subdivision Hastings, Nebraska GRAPHIC SCALE 0 5 10 20 40 (INFEET) Full Size: 1 inch = 20 ft. NOTES: 1) FINISHED GARAGE FLOOR ELEVATIONS SHOULD BE 6" TO 12" ABOVE THE ADJACENT TOP OF CURB ELEVA TION TO PROVIDE PROPER DRAINAGE. 2) ALL MANHOLE AND VALVE ADJUSTMENTS ARE CONSIDERED SUBSIDIARY TO THE PA VING QUANTITIES. 3) CON TRAC TOR SHALL WORK WITH HASTINGS UTILITIES TO COORDINA TE UTILITY INSTALLA TION. PRQPER. PROPER PROPER • aRDINATE 81971.:.E 11:47 496.83;:E . 3 '9 ERE:ARE B E:::CON:TRAC. FORE COMM Y RESPONS :NoT ::SOO. RIED UTILITI: OR SHALL N NCING WOR S IN ;THE VII •TIFY THE R NEITHER TILITY LOCA PROPOSED LITY:::C:OMPA R ENGINEER CCURATEEY:. WORK.. IES ASSUMES SHOWN, SCALE: HORIZ VERT. 1 "=20' DINT ELEV P" POSED GRADE JEO 10+00 11+00 12+00 12+78 REVISION Engineering Architecture Surveying Planning A REVISION f7LE NAME nap BOOK REVIEW BY REVIEW DATE 1 DRAWN BY DA7E 330SD12.dwg BRS 08/29/06 PROJECT NO. 330SD12/330P37 PLAN AND PROFILE PP1.1 HDPE OR PVC STORM SEWER TRENCH INSTALLATION DETAIL TYPICAL TRENH COSS-SECTION (N.T.S.) FINAL BACKFILL INITIAL GRANULAR BACKFILL, 8" -12" ABOVE TOP OF PIPE. GRANULAR BACKFILL HAUNCHING, TO SPRINGLIKE OF PIPE 4" MINIMUM GRANULAR RF.T)T)TNC MA rKRTAT. Granular bedding material and initial backfill material shall be Sand -Gravel Aggregate for Concrete "AX", "ABX", "BX', "HE -A" per Department of Roads Specifications with following Target Values: Total Percent Retained On: 1 inch sieve 3/8 inch sieve No. 4 sieve No. 10 sieve No. 30 sieve No. 200 sieve Sand -Gravel Aggregate for Concrete Target Value Tolerance "BX", "HE- A" "AX", "ABX", 0 None 34 ±22 63 t13 88±8 98.5 ± 1.5 1. F I fl0N WHERE TIE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY TIE ENGPEER AND REPLACE WITH A FOUMATTON OF CLASS I OR I MATERIAL AS DEFINED IN ASTM D2321. STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY -FLOW APPLICATIONS,* LATEST EDITION: AS AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGIER, THE TRENCH BOTTOM MAY` BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. 2. MEM SUITABLE MATERIAL SHALL BE CLASS I, 1I OR III AIS WSTALLED AS REQUIRED IN ASTM 02321, LATEST EDITION. UNLESS OTHERWISE SPIED BY THE ENgNEER. MIMMUM BEDOIIG THICKNESS SFW.L BE 4' (1O0mm) FOR 4'-24' (100-60(Imm)) CORRUGATED POLYETHYLENE PIPE (CPEP); 6" (150mm) FOR 30"-60" (750-1 500mm) CPEP. 3. NALINCH AND INRW RAMS( t; SUTTASLE MATERIAL SHALL BE CLASS 1, M OR 6' AND INSTALLED AS REQUD IN ASTM D2321, LATEST ESI. 4. UNLESS OTTERWISE SPECIFIED BY THE ENGINEER, MIMMUM TRENCH WEITHS SHALL BE AS FOLLOWS: 1 11.11 4 100 8 6 150 (200 10 (250)` 12 15 18 24 36 900) 42 1060 48` 1200 60 1500 IN. RECOMMENQ TRENCH WIDTH. In (mm) 21 530 23 580 25' 630 28 10 31 34 860 39 990 48 1 7788 19980 83 2110 89 2260 102 (2590) 5. MINIMUM RECOMMENDED DEPTHS OF COVER FOR VARIOUS LIVE LOADING 'CONDITIONS ARE SUMMARIZED IN THE FOLLOWING TABLE. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TAKEN FROM THE TOP OF PIPE TO THE GROUND SURFACE _SURFI[`F I IVF H25 (FUME PAVEMENT) H25 (RIGID PAVEMENT) E80 RAILWAY HEAVY CONSTRUCTION "TOP OF PPE TO litifiaBLEIECIABAMM Com- fn (mm) 12 (300), 24 (600) FOR 60" (1500) PIPE' 12 (300), 24 (600) FOR 60' (1500) PIPE 24 (600) 48 (1200) BOTTOM OF BITUMINOUS PAVEMENT SECTION TRANSVERSE JOINT SPACING SLAB DEPTH (T) 6" 7" 8" 9" Maximum Transverse Joint Spacing 12'-0" 12'-0" 12'-0" 12'-0" LONGITUDINAL JOINT SPACING WIDTH A B C D 25' 8'-6" 8'-0" 8'-6" 0.36' 27' 9'-0" 9'-0" 9'–O" 32' 28' 7'-0" 7'-0" 7'-0" 7'-0" 29' 7'-0" 7'-6" 7'-6" 7'–O" 30' 7'-6" 7'-6" 7'-6" 7'-6" 31' 7'-6" 8'–O" 8'–O" 7'-6" 32' 8'-0" 8'–O" 8'–O" 8'–O" 36' 9'–O" 9'–O" 9'–O" 9'-0" 40' 10'-0" 10'-0" 10'–O" 10'-0" A B 2.0% 2.0% C CROWN DATA WIDTH CROWN 25' 0.31' 27' 0.33' 28' 0.34' 29' 0.36' 30' 0.37' 31' 0.38' 32' 0.40' 34' 0.42' 40' 0.45' 28' & OVER MIL 20' 0 ro CONTRACTION JOINT B 1 C #49 x 30" LONG @ 48" c/c FOR LONGITUDINAL JOINTS LONGITUDINAL JOINT 27' & UNDER 20'R LONGITUDINAL JOINT CONTRACTION JOINT CONSTRUCTION JOINT — — — LONGITUDINAL JOINT CONTRACTION JOINT 9' CUL-DE-SAC PAVEMENT JOINT PATTERN JOINT LEGEND –•–•–•–•–•– EXPANSION JOINT CONTRACTION JOINT — — — — LONGITUDINAL JOINT 0 0 0 C,45 C5 144 4.ti Q 4 IIIMimmtm) v g 0 N h b h N b et 0 Q a fi DETAIL SHEET (,) W rat Q CI Cr 14QS rt1 >k Irw NVQ Z it 5 cc v Q z 4 DATE 8/29/2006 DRAWN BY BRS PROJECT NO. 330SD12 BILLING GROUP SCALE NONE FIELD BOOK FILE NAME 330S012-A.DWG REVISION 1 REVISION PROGRESS INITIALS DATE PLAN 1N HAND 70% REVIEW 95% REVIEW SHEET 10 0) 10 0) 0) r 0) 0 N 0) 0) 0 0) 0) 0 0) 0) 0 N 0) 2006-6 CRANE CIRCLE DR/VE PAV/NGIMPROVEMENTS HAST/NGS, NEBRASKA 9t7' 9 1. 61- S 1 s :1Al2:101s // 2261 26 01 90 2Z6 1 1 1 13...1 6'ZZ 'ZZ 61 61 69 ZZ6 ZZ6 1. 1 0.1.0 26 Z6 1 �.1 1. 9'1Z6 4\ a 3- Lu c• 0 9'ZZ6 9'Z.Z6 1 1. L "Z Z 61. 0 t' 6 0 -17'ZZ 61. 6 92Z 61 Z.Z L'Z. 261. Z61. 0 S 'ZZ6 z 0 N 0 6 N 1 9 9'ZZ 91 Z 61. 61 1 t' ZZ61 6.'Z3.6.1 1:7Z6a 9'ZZ61 Q 2 0 0 0 ;ZZ 0 97Z 61 61. 1:26 £ 'ZZ61 (44 0 0 0 Q 10 0) 00 0) 9717 126 126 'ice c5 z W eGnn. s. Z9 9 woo 6 0 126 20 ZZ 0 0 2Z61 L'Z261,. 3N/7d31 N33 OVOH 0 09"1261 z_. 0 25 126 20"ZZ6 N (7) 10. N 0 0 N 0) 0 N 0) r 0 N 0) a) 0 N 0) 10 0 0 0) 10 N- 0) 0 iNIJEO Engineering Architecture Surveying Planning REVISION REVISION FILE NAME 330SD12 X-SECTIONS.DWG FIELD BOOK RENEW BY REVIEW DA7E DRAWN BY BRS DA7E 8/29/06 PROJECT NO. 330SD12 CROSS-SECTIONS XS 1.1