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HomeMy WebLinkAbout21.00 River Edge SH82 Underpass Plansmgrant 8:28:30 AM pw:\\PWAPPOMA001:NorthCentral Omaha\Documents\462797\000000000213090\13.00 CAD\Design\Drawings\River Edge DES PIan04.dgn Know what's below. Call before you dig. ( W U /»2LF- T. INxG==1Z0�90 Yx - ---x� -x- _ 9_�x— — —_--____=nEir XirISTI0NG+PEPEANENT-FLOODWAY LIMITS —_--__- 93+02,68.38'LT: 6 _ _x___ E�N PROPOSED GAM�AMP_ ISTING (SEE DETAILS) 82.80' LT17— ZOW 6025 ) 92+25 5 _+1,51 , R_O- 65.42!LL 6�2-0T pROPOST o L,17I1 1W J \� I IQ Jlo • 0 0 / I F- W -1 30 1 - - i Ir — k}� ''')- (n 3- 1- -EXISTING—ROW Q �— iv V)-JJ, t — _(:),,,,--=--3-1-4- O / ��Cr�x CURB TYPE 6 Q a� ic�� . U (SECTION M) s�xt x x x x x x x O x xx� x x • U W •_. M GUARDRAIL TYPE 3 N 95+40.75, II + �am" •� ,+ (6-3 POST SPACING) 6.07'RT. ~ 95 50A0, - J 7 48' LT. 97+10.96 102.57' LT. PROPOSED ROW t riV. PROPOSED D -FENCE E DETAILS) R = 11,565.42' • +28.05, 0.00' LT. - .CL SH 82_- 4+35.24, 2-4+35.24, 0.00' RT. CL P I CROSSING UNDERPASS SH 82 (EB) = 2,492.00' MEDIAN NOS FIR OR I FORMATION) R = 502.00' MEDIAN COVER MATERIAL (CONC�ETE) 94+80.10, •..4' LT. CURB A_11 D GUTTER -- TYPE 2 (SFCTJON IIM1 R = 2,508.00' R = 3.00' A\ 0 0 R = 3.00' R = 53.0 R = 52.00' — FICL SFI 82 CURB AND GUTTER _TYPE 2 (SECTION IIM) R = 5.00' W Z 50.00' J END ANCHORAGE TYPE 3D MEDIAN COVER MATERIAL (CONCRETE) — r 5+00- R = 2,492.00' i -EXISTIN ST RE G -07-B -(STEEL RCH CULVERT) M M GUARDRAIL TYPE -3 — (6-3 POST SPACING) AND C1717R-TYPE 6 - (SEC IIDN M) FRONTAGE RD. � EXISTING ROW 07 EXISSIING '0 7. M—-+ = X x x x i i �a2 o' - CUR TYPEN2 POINT NORTHING EASTING ELEVATION A 596443.54 502266.04 6036.53 B 596443.80 502272.03 6036.81 C 596468.25 502272.18 6037.16 D 596479.91 502273.61 6037.43 E 596512.48 502270.78 6038.07 F 596523.65 502267.38 6038.24 *G 596547.42 502263.04 6038.63 *H 596546.64 502257.09 6038.54 *MEDIAN NOSE (SEE DETAIL FOR MORE 25' 50' 100. INFORMATION) PHL ED RDW 0) II FUTURE CIN TRUCTI (BY OTHEI S) O�O O FULU2E CONSTRUCT ON .z:BY OTHERS Print Date: 6/30/2015 File Name: River_Edge_DES_PIan04.dgn Horiz, Scale: 1:50 Vert. Scale: As Noted F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Date: Comments Init. — - River g COLORADO As Constructed No Revisions: SH 82 ROADWAY PLAN 90+50.00 TO 97+50.00 Project No./Code Revised: Designer: Void: Detailer: M. GRANT Structure Numbers D. MADDOCK Sheet Subset: ROADWAY Subset Sheets: 4 of 14 Sheet Number 56 0 1 • Z M T m 0 U F 0 0 Z 0 0 - 0 GENERAL NOTES ALL WORK SHALL BE PERFORMED ACCORDING TO THE CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AS APPLICABLE TO THE PROJECT (2011 VERSION) THE INFORMATION ON THESE PLANS CONCERNING THE TYPE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO ANY EXCAVATION OR FOUNDATION CONSTRUCTION TO CONFIRM THE STATUS OF UTILITY RELOCATIONS. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1-800-922-1987 AT LEAST 2 DAYS (NOT INCLUDING THE DAY OF NOTIFICATION) PRIOR TO ANY EXCAVATION OR OTHER EARTHWORK. THE CONTRACTOR SHALL PROVIDE CONCRETE FOR SULFATE EXPOSURE LEVEL CLASS 2. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED BEFORE FRESH CONCRETE IS PLACED. CONSTRUCTION JOINTS NOT SHDWN ON THE PLANS MAY BE CONSTRUCTED ONLY IF APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL MAINTAIN THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. REINFORCING STEEL SHALL BE GRADE 60. THE MINIMUM (CLASS B) LAP SPLICE LENGTH FOR EPDXY COATED REINFORCING BARS SHALL BE: BAR SIZE: SPLICE LENGTH: #4 #5 #6 #7 #8 #9 #10 #11 1'-4" 1'-7" 2'-5" 2'-10" 3'-8" 4'-8" 5'-11" 7'-3" THE MINIMUM (CLASS B) LAP SPLICE LENGTH FOR BLACK REINFORCING BARS SHALL BE: BAR SIZE: SPLICE LENGTH: #4 #5 #6 #7 #8 #9 #10 #11 1'-4" 1'-4" 1'-7" 1'-11' 2'-6' 3'-1" 3'-11" 4'-10" ABBREVIATIONS: E.W. = EACH WAY E.F. = EACH FACE F.F. = FAR FACE N.F. = NEAR FACE B.F. = BACK FACE EL. = ELEVATION ABUT. = ABUTMENT BRG. = BEARING TYP. = TYPICAL STA. = STATION ROW = RIGHT-OF-WAY H.C.L. = HORIZONTAL CONTROL LINE H.B.P. = HOT BITUMINOUS PAVEMENT CONT. = CONTINUOUS WINGWALLS SHALL BE CONSTRUCTED AND TIED TO CONCRETE BOX CULVERT IN ACCORDANCE WITH CDOT STANDARD PLAN M-601-20. CONNECT WIRE FENCE TO BOX WINGWALLS PER CDOT M -STANDARD M-607-1. ALL TRANSVERSE REINFORCING SHALL BE NORMAL TO THE CENTERLINE ON THE BOX. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN., UNLESS NOTED OTHERWISE EARTHWORK ALL WORK SHALL CONFORM TO RECOMMENDATIONS DISCUSSED IN THE GEOTECHNICAL INVESTIGATION COUNTY ROAD 5, STOCK PASS 17, DATED OCTOBER 7, 2014. THE SOIL AND FOUNDATION INVESTIGATION REPORT FOR THIS PROJECT IS AVAILABLE FOR REVIEW AT THE ENGINEER'S OFFICE. STRUCTURE EXCAVATION AND BACKFILL SHALL BE AS SHOWN IN THESE PLANS. BACKFILL FOR THE BOX CULVERT AND WINGWALLS SHALL CONSIST OF A GRANULAR MATERIAL MEETING THE SPECIAL CONTRACT REQUIREMENTS FOR STRUCTURAL BACKFILL AND SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY (AASHTO T-180) DESIGN DATA 7TH EDITION, 2014, OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. RATING DATA: 2ND EDITION, 2011, OF THE AASHTO MANUAL FOR BRIDGE EVALUATION. DESIGN METHODS: ALL CAST -IN-PLACE CONCRETE: LOAD AND RESISTANCE FACTOR DESIGN PRECAST CONCRETE: LOAD AND RESISTANCE FACTOR DESIGN REINFORCED CONCRETE: CLASS D (BOX CULVERT) CONCRETE f'c = 4,500 psi. REINFORCING STEEL fy = 60,000 psi. LOADING DATA LIVE LOAD = AASHTO LRFD, HL -93 TRUCK, HL -93 TANDEM, DESIGN LANE LOAD, AND CDOT PERMIT VEHICLE DESIGN FILL HEIGHT = 5.0 FT. MAX. 2 FT. MIN. DEAD LOAD CASE 1: VERTICAL EARTH LOAD HORIZONTAL EARTH LOAD DEAD LOAD CASE 2: VERTICAL EARTH LOAD HORIZONTAL EARTH LOAD 120 LBS./CU. FT. 30 LBS./CU. FT. = 120 LBS./CU. FT. 60 LBS./CU. FT. FUTURE ASPHALT OVERLAY (BASED ON 4 IN. THICKNESS) 48 LBS./SQ. FT. LIVE LOAD SURCHARGE ON EXTERIOR WALLS 2 FT. OF EARTH SEE M-603-3 FOR ADDITIONAL PRECAST BOX CULVERT GENERTAL NOTES. Know what's below. CaII before you dig. CLASS 1 DRAINAGE GEOTEXTILE TYPE SHALL BE COMPLETELY WRAPPED AROUND ALL CBC JOINTS. THE GEOTEXTILE SHALL EXTEND A MINIMUM OF 1 FT. ON EACH SIDE OF JOINTS AND SHALL OVERLAP AND BE SECURELY ATTACHED FOR AT LEAST 1 FT. AT ITS ENDS. THE WRAP SHALL BE A SMOOTH FIT (NOT LOOSE OR STRETCHED) JUST PRIOR TO BACKFILL. THE GEOTEXTILE MATERIAL SHALL MEET THE APPLICABLE REQUIREMENTS OF SECTION 420. COST FOR GEOTEXTILE WILL NOT BE MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK. 3" 0 WEEP HOLE EMBANKMENT MATL. 3'-0" MAX. J U GEOCOMPOSITE DRAIN WITHOUT PIPE (SEE CDOT STD. M-605-1) CONCRETE APRON COMPACTED CONST. JT. SUBGRADE TYPICAL WINGWALL SECTION BOX CULVERT A s e N 6'-0" PRECAST CONCRETE BOX CULVERT PER CDOT STD. M-603-3 P�0 oOaO r) anon PEDESTRIAN CROSSING UNDERPASS PGL On oOnUUQae TYPICAL BOX SECTION BEDDING MATERIAL ALTERNATIVE 1 OR 2 Print Date: 6/30/2015 File Name: River_Edge_BOX_GNO1.dgn Horiz, Scale: 1:1 Vert. Scale: As Noted F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Date: Comments Init. 11verE91ge COLORADO As Constructed No Revisions: GENERAL INFORMATION BOX CULVERT Revised: Designer: D. FREEMAN Void: Detailer: D. MADDOCK Structure Numbers Sheet Subset: BOX Project No./Code Sheet Number Subset Sheets: B1 of 135 153 0 0 I- Z CID T m 0 0 f O Z 0 Li 0 rn 0 SUMMARY OF APPROXIMATE BOX CULVERT QUANTITIES Item No. Description Unit Totals 202-00001 REMOVAL OF STRUCTURE EA 203-00060 EMBANKMENT MATERIAL (COMPLETE IN PLACE)* CY 206-00000 STRUCTURE EXCAVATION CY 206-00100 STRUCTURE BACKFILL (CLASS 1) CY 206-00200 STRUCTURE BACKFILL (CLASS 2) CY 601-03030 CONCRETE CLASS D (BOX CULVERT) CY 602-00000 REINFORCING STEEL LB 603-70607 6X7 FOOT CONCRETE BOX CULVERT (PRECAST) LF 'CARRIED TO EARTHWORK TABULATION Print Date: 6/30/2015 File Name: River_Edge_BOX_QT01.dgn Horiz, Scale: 1:1 Vert. Scale: As Noted F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Date: Comments Init. River g COLORADO As Constructed No Revisions: BOX CULVERT QUANTITIES Revised: Designer: D. FREEMAN Void: Detailer: K. CAPE Structure Numbers Sheet Subset: BOX Project No./Code Sheet Number Subset Sheets: B2 of B5 154 s\River Edge BOX DTO1.dgn 0 0 F- Z M m 0 U 0 Z 0 W 0 0 NOTES: 1) CONSTRUCT GEOCOMPOSITE DRAINS PER COOT STANDARD M-605-1. ALL WORK AND MATERIALS ASSOCIATED WITH THE GEOCOMPOSITE DRAINS SHALL BE INCLUDED IN THE COST OF STRUCTURE BACKFILL. 2) PRECAST BOX SEGMENTS SHALL BE FABRICATED IN EQUAL LENGTHS WHEREVER PRACTICAL. MINIMUM SEGMENT LENGTH SHALL NOT BE LESS THAN 4 FEET. 3) ALL DETAILS AND DIMENSIONS OF THE EXISTING BOX CULVERT CONTAINED IN THESE PLANS ARE PROVIDED FOR INFORMATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND VERIFY THE ACTUAL FIELD CONDITIONS AND ANY NECESSARY DIMENSIONS AFFECTING THE SATISFACTORY COMPLETION OF THE WORK REQUIRED FOR THIS PROJECT. 4) CONTRACTOR MAY SUMMIT CAST -IN-PLACE BOX CULVERT OPTION TO BE APPROVED BY THE ENGINEER. 5) COOT FOR REMOVAL AND DISPOSAL OF MATERIAL FROM EXISTING WALLS AND HEADWALLS SHALL BE INCLUDED IN PAY ITEM, 202-00001 REMOVAL OF STRUCTURE. 6) CONSTRUCT GEOCOMPOSITE DRAINS PER CDOT STANDARD M-605-1. ALL WORK AND MATERIALS ASSOCIATED WITH THE GEOCOMPOSITE DRAINS SHALL BE INCLUDED IN THE COST OF STRUCTURE BACKFILL. 7) REMOVE TOP OF EXISTING HEADWALL. SAW CUT FULL WIDTH AND SEAL WITH CDOT APPROVED EPDXY COMPOUND TO PROTECT EXPOSED REINFORCING. 8) DOWEL BARS SHALL BE #5 DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60. 9) THE COST OF DRILLING HOLES, EPDXY RESIN, DOWELS AND INCIDENTAL ITEMS SHALL BE INCLUDED IN PAY ITEM, 603-70607 6X7 FOOT CONCRETE BOX CULVERT (PRECAST). 10) NO LOADS SHALL BE APPLIED TO THE EPDXY GROUTED DOWEL BARS UNTIL THE EPDXY RESIN HAS HAD SUFFICIENT TIME TO CURE AS SPECIFIED BY THE EPDXY RESIN MANUFACTURER. 11) ALL REMOVALS SHALL BE CAREFULLY ACCOMPLISHED AND ANY CONCRETE DAMAGED BY THE CONTRACTOR THAT IS NOT TO BE REMOVED SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. REMOVALS SHALL BE IN ACCORDANCE WITH SECTION 202 OF THE CDOT STANDARD SPECIFICATIONS. 12) UNLESS OTHERWISE NOTED, CONCRETE COVER TO ALL REINFORCING SHALL BE 2". EXISTING BOX CULVERT 2'-2" TAPERED NEW CULVERT TRANSITION EXTENSION 1'-0" MIN. EMBEDMENT co z co H x co DOWEL #5 BAR © 1'-0" SPA. HORIZONTALLY INTO CENTER OF THE SLAB AND WALLS AROUND ENTIRE PERIPHERY OF EXISTING CULVERT (I) N w z U_ 2 H J N EXISTING BOX CULVERT L z TYPICAL REINFORCING PER M-601-1 a- J 0 ROUGHEN FACE OF EXISTING BOX CULVERT TRANSITION FOR EXTERIOR WALL/SLAB EXTENSION CONCRETE REMOVAL LIMIT a H H 0 0 U) N w z 0 H J N PAY LIMITS 6'x7' PRECAST BOX CULVERT 14'-6", 6'X7' PRECAST BOX CULVERT -.EXISTING / WALL TO BE REMOVED DETAIL / y/ 0/ r L L CULVERT EXTENSION ELEVATION EXISTING BOX CULVERT 2'-2" CLOSURE POUR (TYP.) REMOVE EXSITING HEADWALL (SEE NOTES) Print Date: 6/30/2015 File Name: River_Edge_BOX_DT01.dgn Horiz, Scale: 1:2 Vert. Scale: As Noted F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Date: Comments Init. River g COLORADO As Constructed No Revisions: BOX CULVERT DETAILS SHEET 1 OF 2 Project No./Code Revised: Designer: Void: Detailer: D. FREEMAN Structure Numbers K. CAPE Sheet Subset: BOX Subset Sheets: B3 of B5 Sheet Number 155 0 0 z CD m -U d 0 U ngs\River Edge BOX DT02.dgn I- 0 z W 0 Q 0 Nr IF, LEGEND 1 STRUCTURE EXCAVATION STRUCTURE BACKFILL (CLASS 1) STRUCTURE BACKFILL (CLASS 2) EARTH BEDDING CONCRETE EXCAVATION & BACKFILL WILL BE MEASURED AND PAID FOR TO THIS LINE IN ACCORDANCE WITH SECTION 206 OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. GEOCOMPOSITE DRAIN WITHOUT PIPE (SEE NOTE 1) ORIGINAL GROUND LINE s A. A. A. A. A GROUND LINE `r 0 z 0 _ x z0 ow H Z U O W 1— �'a o m0 W Qz O_ Q rc Fw - - W Luo w ce >ct o J W z U o xW: O COW CC 0 0 W zzDz 0 Q Z NCI Fro K W o W Z Q W J � 0 1'-6" 1'-6" FOR BEDDING MATERIAL— DEPTH SEE GENERAL INFORMATION BOX CULVERT SHEET EXCAVATION & BACKFILL (PARALLELPRECAST BOX CULVERT INSTALLATION) FINISHED SURFACE OR GRADE PLANE WINGWALL (SEE M-601-20 FOR DETAILS) Print Date: 6/30/2015 File Name: River_Edge_BOX_DT02.dgn Horiz, Scale: 1:2 Vert. Scale: As Noted F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Date: Comments Init. 11verE91ge COLORADO As Constructed No Revisions: BOX CULVERT DETAILS SHEET 2 OF 2 Revised: Designer: D. FREEMAN Void: Detailer: K. CAPE Structure Numbers Sheet Subset: BOX Subset Sheets: B4 of B5 Project No./Code Sheet Number 156 0 1- Z a mT m C U 0 U 1- 1- 0 Z 0 0 0 1- W O 0 U Know what's below. CaII before you dig. 0 II Proposed Row 6060 6050 6040 6030 6020 / Existing Row >K :// " Ii � 3+00 �\ % 1 k Til_I � ' )11111 L */ Wing Wall A ,+/ x 4\ / Wing Wall B \µ F Lu N 03 0 0 � I HCL SH 82 Remove Existing I I WingWall 1 Begin Box Sta. 3+67.36 1 See Box Headwall Sheet t 1 • I • Proposed Ramp Game + Proposed Deer Fence EXISTING GROUND Begin New Culvert Extension Sta. 4+37.05 T ---T - T -- X BEGIN BOX 3.42' SHLD 23.00' EB LANE EB LANE 2.00' SHLDR 12.00' ACCEL LANE n 11 MEDIAN J PLAN 1"=20' 1 HCL SH 82 118.49' cV 03 Remove Existing Walls End New Culvert Extension 1 Sta. 4+55.88 -I- T- II 1 4+35.24, 0.00' RT. HCL Ped Crossing Underpass = 93+28.05, 0.00' LT. HCL SH 82 II I 2.00' SHLDR 12.00' 12.00' WB LANE I WB LANE 11 0 10 4.00' SHLDR 12.00' DECEL LANE I HCL Ped Crossing Underpass i 1 STA. 3+67.36 10.00' SHLDR 3.42' EXISTING BOX STA. 3+90.36 12.00' EB LANE 12.00' EB LANE 2.00' SHLDR 12.00' ACCEL LANE _ 22.00' r MEDIAN 4.00' 16.00' 2.00' SHLDR 12.00' WB LANE 12.00' WB LANE 4.00' SHLDR 12.00' DECEL LANE 3.42' 411. END EXISTING BOX TOP OF CONCRETE BOTTOM OF INVERT EL.=6022.80' TOP OF CONCRETE BOTTOM OF INVERT EL.=6022.88' u 4+00 0.34/. EXISTING 6'X7' BOX CULVERT 14'-6" NEW 6'x7' PRECAST BOX CULVERT ELEVATION 1"=20' 2'-2" CLOSURE POUR (TYP.) PED CROSSING UNDERPASS PGL 5+00 STA. 5+08.85 ► I� \ I End Existing Box 1 Sta. 5+08.85\ I I [\I I I 1 u\ TOP OF CONCRETE BOTTOM OF INVERT EL. -6023.28' ► I I I I 1 LiI I I Future Construction (By Others) 1 \ Existing Row Proposed 1 1 , 1/ WINGWALL GEOMETRY WING 0 k m L A .0 B 6060 6050 6040 6030 6020 NOTE: 1. THE CONTRACTOR SHALL DETERMINED THE LIMITS, TYPE AND LAYOUT FOR TEMPORARY SHORING. Print Date: 6/30/2015 File Name: River_Edge_BOX_PlanOl.dgn Horiz, Scale: 1:20 Vert. Scale: As Noted F�2 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303-764-1520 FAX: 303-860-7139 Sheet Revisions Date: Comments Init. 11ver!tige COLORADO As Constructed No Revisions: GENERAL LAYOUT PED CROSSING UNDERPASS Project No./Code Revised: Designer: Void: M. GRANT Structure Numbers Detailer: D. MADDOCK Sheet Subset: BOX Subset Sheets: B5 of B5 Sheet Number 157