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Home My WebLink About20170117 Ver 1_C01_B-5758_SMU_CU_01_20170126+ � BM #10 RR SPIKE IN 14" OAK STAo 14+05000 —L—, 88' RIGHT, ELEVe 287022 WOODS -L- WOODS � ----I ----- ._90°00'00" ��- � � . . . .e : . . . . . . . . . . ; � CULVERT _ � _ _ � E _ QBERpEEN CRE ° EK � STA.14+75.00 -L- �� "" ��' °°°°° CLASS II RIP RAP (TYP.) WOODS � +� 0 � ti N . J W EXISTING STRUCTURE � � � �r. � � � � � � � � � � � � � r � � � � � 20,_3„ �� 20,_6„ ; q�,_g„ � �I � x ao w '~ a N ~ N �� N Z oa �� U I I OODS � WOODS OODS FOR UTILITY INFORMATION,SEE UTILITY PLANS AND SPECIAL PROVISIONS. LOCATION SKETCH 17' - �"± — ----------___ +� o +� o � � � N ti N J • W J W PROFILE A�ONG ( DRAWN BY : J.S. SMITH DATE : 7/26/16 CHECKED BY : J.K. BOWLES DATE : 8/5/16 DESIGN ENGINEER OF RECORD: - DATE : - 17-AUG-2016 09:49 R:\Structures�Plans\B-5758_SMU_CU_Ol.dgn jdhowk g, _ �„+ 9, _ �„+ +� +, 0 0 0o ap ti � N N e e J W �j NOTES ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADINGe DESIGN FILL = 3.22' FOR OTHER DESIGN DATA AND NOTES,SEE STANDARD NOTE SHEET. 3"f� WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH THE SPECIFICATIONS. CONCRETE IN CULVERTS TO BE POURED IN THE FOLLOWING ORDERs I.WING FOOTINGS AND FLOOR SLAB INCLUDING 4" OF ALL VERTICAL WALLS. 2.THE REMAINING PORTIONS OF THE WALLS AND WINGS, FOLLOWED BY ROOF SLAB AND HEADWALLS. THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF THE CULVERT BEFORE STAKING IT OUT TO MAKE CERTAIN THAT IT WILL PROPERLY TAKE CARE OF THE FILL. DIMENSIONS FOR WING LAYOUT AS WELL AS ADDITIONAL REINFORCING STEEL EMBEDDED IN BARREL ARE SHOWN ON THE WING SHEETS. STEEL IN THE BOTTOM SLAB MAY BE SPLICED AT THE PERMITTED CONSTRUCTION JOINT AT THE CONTRACTOR'S OPTION.EXTRA WEIGHT OF STEEL DUE TO THE SPLICES WILL BE PAID FOR BY THE CONTRACTOR. AT THE CONTRACTOR'S OPTION,HE MAY SPLICE THE VERTICAL REINFORCING STEEL IN THE INTERIOR FACE OF EXTERIOR WALL ABOVE THE LOWER WALL CONSTRUCTION JOINT. THE SPLICE LENGTH SHALL BE AS PROVIDED IN THE SPLICE LENGTH CHART SHOWN ON THE PLANS. EXTRA WEIGHT OF STEEL DUE TO THE SPLICES SHALL BE PAID FOR BY THE CONTRACTOR. AT THE CONTRACTOR'S OPTION HE MAY SUBMIT,TO THE ENGINEER FOR APPROVAL,DESIGN AND DETAILED DRAWINGS FOR A PRECAST REINFORCED CONCRETE BOX CULVERT IN LIEU OF THE CAST-IN-PLACE CULVERT SHOWN ON THE PLANS. THE DESIGN SHALL PROVIDE THE SAME SIZE AND NUMBER OF BARRELS AS USED ON THE CAST-IN-PLACE DESIGN. FOR OPTIONAL PRECAST REINFORCED CONCRETE BOX CULVERT,SEE PROVISIONS. FOR CULVERT DIVERSION DETAILS AND PAY ITEM,SEE EROSION CONTROL PLANS. A 3 FOOT STRIP OF FILTER FABRIC SHALL BE ATTACHED TO THE FILL FACE OF THE WING COVERING THE ENTIRE LENGTH OF THE EXPANSION JOINT. FOR SUBMITTAL OF WORKING DRAWINGS,SEE SPECIAL PROVISIONS. FOR FALSEWORK AND FORMWORK,SEE SPECIAL PROVISIONS. FOR CRANE SAFETY,SEE SPECIAL PROVISIONS. FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONS. TOTAL STRUCTURE QUANTITIES REMOVAL OF EXISTING STRUCTURE LUMP SUM CULVERT EXCAVATION LUMP SUM FOUNDATION CONDITIONING MATERIAL 138 TONS CLASS A CONCRETE BARRELS C� 4.623 C.Y./FT. 188.4 C.Y. SILLS 6.8 C.Y. WING, ETC. 35.4 C.Y. TOTAL 230.6 C.Y. REINFORCING STEEL BARRELS C� 24,495 LBS. WING, ETC. 1,803 LBS. TOTAL 26,298 LBS. PLACEMENT OF NATURAL STREAM BED MATERIAL LUMP SUM ASBESTOS ASSESSMENT LUMP SUM INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL CONTAINS LEAD,THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLE 107-1 OF THE STANDARD SPECIFICATIONS.ANY COSTS RESULTING FROM COMPLIANCE WITH APPLICABLE STATE OR FEDERAL REGULATIONS PERTAINING TO HANDLING OF MATERIALS CONTAINING LEAD BASED PAINT SHALL BE INCLUDED IN THE BID PRICE FOR 'REMOVAL OF EXISTING STRUCTURE AT STATION 14+75.00 -L-." THE EXISTING STRUCTURE CONSISTING OF SPANS: 1 Ca� 23'-3", 1 C� 28'-0'; WITH 21'-0" CLEAR ROADWAY WIDTH AND TIMBER DECK ON W12X25 BEAMS ON REINFORCED CONCRETE ABUTMENTS AND POST AND WEB INTERIOR BENT LOCATED AT THE PROPOSED STRUCTURE SHALL BE REMOVED.THE EXISTING BRIDGE IS PRESENTLY POSTED FOR LOAD LIMIT. THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM THE BEST INFORMATION AVAILABLE. SINCE THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR,THE CONTRACTOR SHALL HAVE NO CLAIM WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITE. REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED IN A MANNER THAT PREVENTS DEBRIS FROM FALLING INTO THE WATER.THE CONTRACTOR SHALL SUBMIT DEMOLITION PLANS FOR REVIEW AND REMOVE THE BRIDGE IN ACCORDANCE WITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS. ONLY NATURAL STREAM BED MATERIAL SHALL BE USED TO BACKFILL THE LOW FLOW CULVERT BARRELS. THE HIGH FLOW BARREL SHALL BE BACKFILLED WITH NATURAL STREAM BED MATERIAL,BUT MAY BE SUPPLEMENTED WITH RIP RAP. IF RIP RAP IS USED IN THE HIGH FLOW BARREL,NATURAL MATERIAL SHALL BE PLACED ON TOP TO FILL VOIDS AND PROVIDE A FLAT SURFACE FOR ANIMAL PASSAGE. NATURAL MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER. SEE SPECIAL PROVISIONS FOR "PLACEMENT OF NATURAL BED MATERIAL". FOR ASBESTOS ASSESSMENT FOR BRIDGE DEMOLITION AND RENOVATION ACTIVITIES,SEE SPECIAL PROVISIONSa ROADWAY DATA GRADE POINT EL. Ca� STA 14+75.00 -L- = 288.79 BED EL. C� STA. 14+75.00 -L- = 276.57 ROADWAY FILL SLOPES = 2:1 HYDRAULIC DATA DESIGN DISCHARGE = 950 C.F.S. FREOUENCY OF DESIGN FLOOD = 2 YRS. DESIGN HIGH WATER ELEVATION = 286.1 DRAINAGE AREA = 32.5 S�. MI. BASE DISCHARGE (Q100) = 2900 C.F.S. BASE HIGH WATER ELEVATION = 2g9.0 OVERTOPPING DATA OVERTOPPING DISCHARGE = 1400 FRECIUENCY OF OVERTOPPING FLOOD = 5± YRS. OVERTOPPING FLOOD ELEVATION = 287.1 ,.�°°��; �caRa''�... , o� , .... . l�,y ,. :�� •' �� '•'4 ��'• • ; : : :� . . _ ' SEA� = : 0255�6 = - � : %,��: •• F,�,C��: � ��.; .,�� Y E ... �p��. --..,,.,;,,,,�"."�° DocuSigned by: ��ti� � �� CAE697AEDC564E0... 8/17/2016 ,,,�,,,,,,�,. ��O`��H CA/�� i�i :°�°�c�Es�� y9��-, • � Q� �� ,,= ' SEAL ' - = 23371 = - : : : . - • c '�.,� �' �F'�G�NE�Q.`•;, .�` ,��,,q _ •. A+ P p,�,��. �� ..,,,,,,,,. DocuSigned by: Vi�J� a �1�¢.L 1C157DE15D464AA..- 8/17/2016 I HEREBY CERTIFY THESE PLANS ARE THE AS-BUILT PLANS PROJEC T N0. B- 5 7 5 8 MOORE CouNTY STAT ION: 14 + 75000 -L - SHEET 1 OF 6 REPLACES BRIDGE N0.13 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH BARREL STANDARD TRIPLE 14 FT� X 9 FT� CONCRETE BOX CULVERT 90° SKEW REVISIONS SHEET N0. DOCUMENT NOT CONSIDERED ��' Br: oarE: No. Br: DATE: C-1 FINAL UNLESS ALL �I �j TOTAL SHEETS SIGNATURES COMPLETED �2 L� 6