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Home My WebLink About20160046 Ver 1_More Info Received_20160129FLOW - 95'-QY" = (14) 6'-9"LG SECTIONS + (13) 1/2" GAPS PER SECTION 81'-5u" _ (12) 6'-9"LG MIDDLE SECTIONS + (11)1/2" GAPS PER SECTION 6'-9" 6'-9" TYP MIDDLE SECTION 6'-9" END SECTION END SECTION 1/2" GAP 6 1/2" GAP ) - TYP TYP 3 - -- - - �- -- - - -- - - - - - - - T - - -- - - -- - I "El" 11 "M2" I I "M3"I 1 11 „M2„ II „M4„I I I I "M2" I I "M2" I I I „M5„ I I- „M2„ - 11 1 1 1 ,M6„ 11 -„M2„ I I +„M7„I f$' I I „M2„ I I- „E2„ I I _ 11 II 11 1 1 11 I I II _ 11 _ 1 111 II 1111 11 _ 11 11 1 11 11 11 I I 11 11 1 1 11 11 -IT 1 1 11 11 Fir1 1 1 1 _ 11 _ 11 1 11 I II II II II III II III II II II II II II - -- - - �- -- - - -- - - - - - - - - - -- - - >-a- CULVEI 732 DIRECTION OF INSTALLATION 48'42 " 16'-0/2" 15'-7" GALV. UTILITY ANCHOR J FOR SETTING PLAN VIEW (TYP OF 4 PER SECTION) SCALE: 1/8"= V-0" 46' -10" 15'-7" 1 15'-7" 15'-7" - FLOW SEE CONNECTION OF C.I.P. WING WALLS (TYP OF 4) WING WALLS [DESIGNED AND INSTALLED (SEE SHEET #3) BY OTHERS] 14'-2" NOTES TO CONTRACTOR: 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AN ADEQUATE BEARING SURFACE (I.E. LEVEL & COMPACTED) PER PROJECT SPECIFICATIONS AND DRAWINGS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT THE C.I.P. PORTIONS OF THIS PROJECT IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND CONTRACT DRAWINGS. ANY ISSUES OR CONCERNS WITH THE C.I.P. PORTION OF THIS PROJECT SHALL BE RESOLVED BY APPROPRIATE PARTIES, OTHER THAN OLDCASTLE PRECAST, INC. 3. THE CONTRACTOR SHALL NOT PLACE ANY HEAVY EQUIPMENT AND CONSTRUCTION LOADS ON PRECAST BRIDGE. PLAN VIEW W/ TOPS REMOVED A SHOWING SILL & BAFFLE WALLS] SCALE: 1/8" = l'-0-- NOTES '-0" NOTES TO REVIEWING ENGINEER: 1. PRECAST BOX CULVERT, AS SHOWN HEREIN, IS DESIGNED IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS AND REINFORCED BOX CULVERT SPECIAL PROVISIONS. FURTHERMORE, THE BOX CULVERT SHALL BE PRODUCED UTILIZING NCDOT APPROVED MATERIALS, MIX DESIGN, AND QUALITY CONTROL OPERATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER COORDINATION TO ENSURE THAT AN ADEQUATE BEARING SURFACE IS PROVIDED (I.E. LEVEL AND COMPACTED) PER PROJECT SPECIFICATIONS. 3. SCOUR ANALYSIS AND DESIGN SHALL BE PREFORMED BY OTHERS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT THE C.I.P. PORTIONS OF THIS PROJECT (I.E. HEADWALLS, WING WALLS, AND SCOUR PROTECTION) IN ACCORDANCE WITH PROJECT SPECIFICATIONS. ANY ISSUES OR CONCERNS WITH THE C.I.P. PORTION OF THIS PROJECT SHALL BE RESOLVED BY APPROPRIATE PARTIES, OTHER THAN OLDCASTLE PRECAST, INC. 3 JLVERT EL: 732.90' F F ) - 3 3 3 3 3 NOTES TO CONTRACTOR: 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AN ADEQUATE BEARING SURFACE (I.E. LEVEL & COMPACTED) PER PROJECT SPECIFICATIONS AND DRAWINGS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT THE C.I.P. PORTIONS OF THIS PROJECT IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND CONTRACT DRAWINGS. ANY ISSUES OR CONCERNS WITH THE C.I.P. PORTION OF THIS PROJECT SHALL BE RESOLVED BY APPROPRIATE PARTIES, OTHER THAN OLDCASTLE PRECAST, INC. 3. THE CONTRACTOR SHALL NOT PLACE ANY HEAVY EQUIPMENT AND CONSTRUCTION LOADS ON PRECAST BRIDGE. PLAN VIEW W/ TOPS REMOVED A SHOWING SILL & BAFFLE WALLS] SCALE: 1/8" = l'-0-- NOTES '-0" NOTES TO REVIEWING ENGINEER: 1. PRECAST BOX CULVERT, AS SHOWN HEREIN, IS DESIGNED IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS AND REINFORCED BOX CULVERT SPECIAL PROVISIONS. FURTHERMORE, THE BOX CULVERT SHALL BE PRODUCED UTILIZING NCDOT APPROVED MATERIALS, MIX DESIGN, AND QUALITY CONTROL OPERATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER COORDINATION TO ENSURE THAT AN ADEQUATE BEARING SURFACE IS PROVIDED (I.E. LEVEL AND COMPACTED) PER PROJECT SPECIFICATIONS. 3. SCOUR ANALYSIS AND DESIGN SHALL BE PREFORMED BY OTHERS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT THE C.I.P. PORTIONS OF THIS PROJECT (I.E. HEADWALLS, WING WALLS, AND SCOUR PROTECTION) IN ACCORDANCE WITH PROJECT SPECIFICATIONS. ANY ISSUES OR CONCERNS WITH THE C.I.P. PORTION OF THIS PROJECT SHALL BE RESOLVED BY APPROPRIATE PARTIES, OTHER THAN OLDCASTLE PRECAST, INC. 3 JLVERT EL: 732.90' 1'-3" SECOND POUR SECOND POUR PRECAST HEADWALL PRECAST HEADWALL (SEE SHEET #4) (SEE SHEET #4) 1'-0" 1'-0" II II I I L I I I II II II ------ ----- _ FLOW II I II I CULVERT EL:—---------�� 732.30'------------- --iw— \- SEE KEYWAY DETAIL DIRECTION OF (TYP) [SEE SHEET #2] INSTALLATION FEMALE L - --� 0 0 0 of n N MALE FLOW I EL: 733.90' II — — — — — — — — — — — — — — CULVERT EL: 732.90' A e 3"O WEEP HOLE 6'-9Y2" 3'-4/" VIEW A (TYP PER WALL [C.I.P. ITEMS NOT SHOWN FOR CLARITY] PER SECTION) TYP TYP SCALE: 3/16" = 1'-0" 9'-0" FLOOR SECTION B -B SCALE: 3/8” = 1'-0" CON -SEAL CS -102 (SEALANT) SUPPLIED BY OLDCASTLE AND INSTALLED BY OTHERS \\0 CAR�1//i F 11 JOINT DETAIL [TYP HORIZONAL & VERTICAL] SCALE. 1"= 1'-0" �7� 9'-0'1 VIEW C (INLET SIDE) SCALE: 1/4" = 1'-0" ECOND POUR EADWALL SEE SHEET #4) PRECAST CULVERT _ I I T-0° VIEW D (OUTLET SIDE) SCALE: 1/4" = l'-0-- PRECAST '-0" PLACE 1" APPROVED EXPANSION JOINT MATERIAL (PROVIDED AND INSTALL BY OTHERS) STREAM SIDE C.I.P. WING WALLS (TYP OF 4) \ [DESIGNED AND INSTALLED BY OTHERS] PLACE 3'(MIN) WIDE STRIP OF � APPROVED FILTER FABRIC TO FILL FACE COVERING ENTIRE LENGTH OF THE EXPANSION JOINT (PROVIDED AND INSTALLED BY OTHERS) CONNECTION OF WING WALLS TYPICAL ALL WALLS SCALE: 1/2" = 1'-0" SECOND POUR HEADWALL (SEE SHEET #4) SECTION E -E A (BAFFLE #1) SCALE: 1/4" = 1'-0" SECTION F -F A (BAFFLE #2) SCALE: 1/4"= V-0-- C.I.P. -0" CAR'��i 15" TYP #508"O.C. "U" BARS #4@ 12"O.0 #5@8"O.C. "U" BARS AR #4@12"O.C. 'L' BAR DRILLED AND EPDXY (ALTERNATE DIRECTIONS) WITH 44"(MIN) EMBEDMENT USING HILTI HIT RE EPDXY (OR EQUIVALENT) SECOND POUR HEADWALL (TYP BOTH ENDS) SCALE: NTS #5012"O.C. - #506"O.C. 11 #4012'b.C. HAUNCH BARS ji (12' (MIN) LEGS) #4012"O.C.� "L" BARS W/ 18" TAIL II L 0 11 II II II #4@12"O.C. #4@12"O.C. HAUNCH BARS II W/18AR AIL (12" (MIN) LEGS) I NI\ #5012'b.C. #506"O.C. REINFORCEMENT LAYOUT SCALE: NTS 1. REINFORCEMENT NOT DRAWN TO SCALE FOR CLARITY - USE EXACT BAR SIZE AND SPACING AS NOTED ABOVE. 2. ALL COVER TO REINFORCEMENT IS 1", UNLESS OTHERWISE NOTED. 3. ALL STEEL CUT OUT FOR OPENINGS WILL BE REPLACED, HALF REINFORCEMENT ON EACH SIDE OF OPENING AS PERMITTED AND IN ACCORDANCE WITH OLDCASTLE P.E. INCLUDE (1) ADDITIONAL #5 DIAGONAL BARS AROUND OPENING (SEE TYPICAL REINFORCEMENT FOR ALL OPENINGS) FLOW i w SET 1st PLACE 1T" SEALANT IN SHOUI JOINT AS SHOWN (PROVIDED BY OLDCASTLE, INSTALLED BY OTHERS) TYPICAL JOINT DETAIL #4012"O.C. #5 BAR (ALL AROUND) TYPICAL REINFORCEMENT FOR OPENINGS SCALE: N.T.S. GENERAL DESIGN NOTES: 1. LOAD AND RESISTANCE FACTOR DESIGN METHOD IN ACCORDANCE WITH (LAW.) AASHTO LFRD BRIDGE DESIGN SPECIFICATIONS. 2. APPLICABLE DESIGN DOCUMENTS (CURRENT EDITIONS): • AASHTO LRFD BRIDGE DESIGN SPECIFICATION (MAIN DESIGN SPECIFICATION), • ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (SUPPLEMENTARY SPECIFICATION). 3. PRECAST RATED FOR AASHTO HL -93 TRUCK LIVE LOAD WI IMPACT IA.W. AASHTO LRFD SPEC.. 4. DESIGN FILL RANGE: 6(MIN) TO 8'(MAX) 5. GROUND WATER TABLE FOR STRUCTURAL CALCULATIONS IS BASED UPON GROUND WATER TABLE AT OR BELOW INVERT OF BOX. IF DESIGN (OR ACTUAL) WATER TABLE IS LESS THAN ASSUMED, REVIEWING ENGINEERIAUTHORITY SHALL NOTIFY OLDCASTLE PRECAST, INC. UPON REVIEW OF THIS SUBMITTAL. 6. LATERAL DESIGN PRESSURES (AS APPLICABLE TO DESIGN, SEE CALCULATIONS): • MIN EQUIV SOIL FLUID PRESSURE = 30 PCF. • MAX EQUIV SOIL FLUID PRESSURE = 60 PCF. • LIVE LOAD SURCHARGE PRESSURE = PER AASHTO DESIGN SPECIFICATION REFERENCE HEREIN, 7. DESIGN CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS, Pc = 5,000 PSI (MIN). 8. REINFORCEMENT: OLDCASTLE PE (DESIGN ENGINEER) MAY SUBSTITUTE THE REINFORCEMENT SHOWN HEREIN TO AN EQUIVALENT REINFORCEMENT ALTERNATIVE NOTED BELOW. • CARBON -STEEL DEFORMED BARS: ASTM A615, fy = 60KSI (MIN). • WELDED WIRE REINFORCEMENT- DEFORMED: ASTM A1064, fy= 70 KSI (MIN). • WELDED WIRE REINFORCEMENT- PLAIN: ASTM A1064, fy = 65 KSI (MIN). 9. JOINT SEALANT (AS DETAILED AND NOTED IN DRAWINGS HEREIN): • CS -102 CONSEAL BUTYL RUBBER SEALANT (OR EQUIV.) I.A.W. ASTM C990 FED. SPEC. SSS210, • CS -212 CONSEAL EXTERIOR JOINT WRAP (OR EQUIV.) I.A.W. ASTM C877 AND ASTM C990, • CS50 CONSEAL LIQUID BUTYL PRIMER (OR EQUIV.) 10. PRECAST DESIGN DOES NOT INCLUDE ANY LATERAL OR SURCHARGE LOADS FROM OTHER BUILDINGS OR FOUNDATIONS ADJACENT TO THIS STRUCTURE. THIS STRUCTURE SHALL BE KEPT A MINIMUM OF 1:1 RATIO AWAY FROM OTHER FOOTINGS OR FOUNDATIONS. 11. THESE CALCULATIONS DO NOT INCLUDE ANY HEAVY EQUIPMENTICONSTRUCTION LOADS ON CULVERT. 5 CLEAN AND PRIME THE AREAS 12' MIN RECEIVING THE OUTSIDE SEALER OVERLAP WRAP IN ACCORDANCE WITH THE SEALER WRAP MANUFACTURER RECOMMENDATIONS THE 12"W(MIN) EXTERNAL JOINT WRAP SHALL BE INSTALLED IN 1 PIECES AS SHOWN 3 TYPICAL EXTERNAL JOINT WRAP LAYOUT SCALE: NTS WRAP ALL VERTICAL AND HORIZONTAL JOINTS (EXCEPT BENEATH CULVERT) WITH 12" WIDE CS -212 EXTERNAL JOINT WRAP (SUPPLIED BY OLDCASTLE & INSTALLED BY OTHERS)