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HomeMy WebLinkAboutSALUD FAMILY HEALTH CENTER LOT 4 - FDP200011 - SUBMITTAL DOCUMENTS - ROUND 3 - STORMWATER-RELATED DOCUMENTS (2)© 2015 TW BECK ARCHITECTS, PC EXPRESSLYRESERVES ITS COMMON LAW COPYRIGHT ANDOTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF TW BECK ARCHITECTS, PC. ALL CONSTRUCTION SHALL CONFORM TO CURRENT INTERNATIONAL BUILDING CODE AND ALL OTHER APPLICABLE CODES. DO NOT SCALE DRAWINGS FOR DIMENSIONS.Salud Family Health Center1830 Laporte Ave.Fort Collins, COTW BeckArchitects,pcArchitecture,Planning and Interiors170 S. St. Vrain Ave.PO Box 57Estes Park CO 80517(970) 586.3913 phone(970) 586.4211 faxSHEET TITLE:SHEET NUMBER:DATE:REVISIONS:PROJECT NUMBER: 1067-001BRIDGE STRUCTURAL DETAILSSK1SEPTEMBER 7, 2021REV A DATED 8/24/21REV 0 9/7/202155436MATTHEWKHACH ATU R IANCOLORADOLICENSEDPR OF E SSIONALENGINEER9/7/21NGENERAL NOTES: 1. THE SCOPE OF THIS PROJECT IS TO PROVIDE STRUCTURAL DRAWINGSFOR THE CAST-IN-PLACE BOX CULVERT(CIPBC), CORRESPONDING WING WALLS, AND PARAPET WALLS FOR SALUD FAMILY HEALTH CLINIC IN FORT COLLINS AS REFERENCED IN NORTHERN ENGINEERING DRAWINGS SHEET ST4, D9, & D10. REFER DIRECTLY TO ST4 FOR CULVERT SITE LAYOUT AND ELEVATIONS. 2. CIPBC AND CORRESPONDING WINGS WALLS ARE DESIGNED IN GENERAL CONFORMANCE TO CDOT M-601-1 AND CDOT M-601-20, RESPECTIVELY. 3. CULVERT SUPPORT GROUND SHALL BE APPROVED BY A GEOTECHNICALENGINEER PRIOR TO BOX CULVERT CONSTRUCTION. 4. CULVERT DESIGN AND RATING MATCHES CULVERT CHART ON CDOT M-601-1S = 18FT, R = 8FT, FILL HEIGHT LESS THAN 2FT. RATING FACTORS ARE 1.17, 1.51,1.50, 1.36 FOR HL-93 INVENTORY, HL-93 OPERATING, COLORADO PERMIT, NRL VEHICLE, RESPECTIVELY. MATERIAL NOTES: 1. ALL CONCRETE SHALL BE CLASS D (BOX CULVERT) WITH A CONCRETECOMPRESSIVE STRENGTH (f'c) = 4,500psi. 2. ALL REBAR SHALL BE BLACK REINFORCING BARS GRADE 60. CONSTRUCTION NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STRUCTURALINTEGRITY AND STABILITY OF THE STRUCTURE DURING THE CONSTRUCTION PROCESS. 2. BOX CULVERT FLOOR AND WING WALL FOOTING SHALL BE POURED MONOLITHICALLY. 3. BOX CULVERT WALLS AND WING WALL STEM SHALL BE POURED MONOLITHICALLY. 4. FORMS AND SUPPORTS SHALL NOT BE REMOVED UNTIL THE CONCRETE COMPRESSIVE STRENGTH EXCEEDS 0.67f'c. THIS STRENGTH SHALL BE DETERMINED WITH MATURITY METERS IN ACCORDANCE WITH COLORADO PROCEDURE 69 (CP69). (CDOT 2019 STANDARD SPECIFICATIONS BOOK - SECTION 601.09.e) 5. BACKFILL SHALL NOT COMMENCE UNTIL TOP SLAB HAS REACHED DESIGN STRENGTH, f'c. 6. A WATERPROOFING MEMBRANE SHALL BE PROVIDED FOR THE TOP OF THE CIPBC TOP SLAB AND 18IN DOWN FROM THE TOP OF THE EXTERIOR WALLS (CDOT M601-1). 7. JOINT LOCATIONS OR JOINT DETAILS NOT SHOWN ON THESE DRAWINGS SHALL BE REVIEWED BY THE DESIGN ENGINEER (ACI 26.5.6.2). ALL CONSTRUCTION JOINTS SHALLBE CLEANED BEFORE POURING FRESH CONCRETE. 8. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN. 9. WING WALL DRAINS SHALL NOT BE REQUIRED DUE TO WING WALL HEIGHT (CDOT M601-1). 10. THE MINIMUM LAP SPLICE LENGTH FOR BLACK COATED REINFORCING BARS SHALL BE: SALUD DRIVE18'-6"60°60°60°REINFORCED CONCRETECAST-IN-PLACEBOX CULVERT (RCBC)(SHEET SK2)SOUTH WINGWALLEAST SIDE (SHEET SK3)SOUTH WINGWALLWEST SIDE(SHEET SK3)NORTH WINGWALLWEST SIDE(SHEET SK3)NORTH WINGWALLEAST SIDE(SHEET SK3)70.00 LF 6' X 18' RCBC@ 0.2% GRADE16'-6"16'-6"16'-6"CONCRETE APRON &TOE WALL (TYP.)(SHEET SK3)CULVERTROAD IN BETWEEN WALKWAY(DESIGNED BY OTHERS)NORTH WINGWALLEAST SIDE(SHEET SK3)NORTH WINGWALLWEST SIDE(SHEET SK3)SOUTH WINGWALLWEST SIDE(SHEET SK3)SOUTH WINGWALLEAST SIDE (SHEET SK3)EXISTING MASONRYRETAINING WALLFULL BRIDGE ELEVATION(RELATIVE TO NORTH)SCALE: 3/32" = 1' - 0"FULL BRIDGE ISOMETRIC5'-6"25'-5"5'-6"70'-0"19'-8"5'-6"31'-3"5'-6"18'-2"15'-0"15'-0"14'-11"BAR SIZE:#4#5#6#7#8#9#10#11SPLICE LENGTH:1'-1" 1'-4" 1'-7" 1'-11"2'-6" 3'-1" 3'-11" 4'-10"82°FULL ASSEMBLY GENERAL DIMENSIONSVIEWS PERPENDICULAR TO  OF CULVERTSCALE: 3/16" = 1' - 0"2'-1"4'-11"4'-6"2'-0"42'-0"42'-0"PARAPET/HANDRAIL (TYP.)(SHEET SK4)APRONTOE WALL(TYP.)WINGWALL(TYP.)CULVERT TOE WALL (TYP.)PARAPET(TYP.)HANDRAIL(TYP.)1'-10" DETAIL A (HEAD WALL REBAR)SCALE: 3/4" = 1' - 0"DETAIL ATSCALE: 1 1/2" = 1'-0"DETAIL AUSCALE: 1 1/2" = 1'-0"© 2015 TW BECK ARCHITECTS, PC EXPRESSLYRESERVES ITS COMMON LAW COPYRIGHT ANDOTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF TW BECK ARCHITECTS, PC. ALL CONSTRUCTION SHALL CONFORM TO CURRENT INTERNATIONAL BUILDING CODE AND ALL OTHER APPLICABLE CODES. DO NOT SCALE DRAWINGS FOR DIMENSIONS.Salud Family Health Center1830 Laporte Ave.Fort Collins, COTW BeckArchitects,pcArchitecture,Planning and Interiors170 S. St. Vrain Ave.PO Box 57Estes Park CO 80517(970) 586.3913 phone(970) 586.4211 faxSHEET TITLE:SHEET NUMBER:DATE:REVISIONS:PROJECT NUMBER: 1067-001ACULVERTSTRUCTURAL DETAILSSK2SEPTEMBER 7, 2021REV A DATED 8/24/21REV 0 9/7/202155436MATTHEWKHACH ATU R IANCOLORADOLICENSEDPR OF E SSIONALENGINEER9/7/21ABABATAUAVREINFORCEMENT BAR SIZESBAR IDBAR NO.BARLENGTH(FT-IN)BAR WIDTH(FT-IN)t1 419'-0"-t2919'-0"-b1419'-0"-b2919'-0"-c1 77'-3" 7'-3"c2 75'-1" 4-3"w157'-1"0'-8"w252'-3" 0'-8"Z1 78'-3" 3'-6"Z2719'-0"-70'-0"10"18'-0"t1 @ 6" O.C.t2 @ 6" O.C.c1 @ 6" O.C.c2 @ 6" O.C. b2 @ 6" O.C.b1 @ 6" O.C.REBAR IN HEAD WALL NOT SHOWN FOR CLARITYLOADING DATA: LIVE LOAD = AASHTO LRFD, HL 93 TRUCK, HL-93 TANDEM, COLORADO PERMIT TRUCK, NRLWATER LOAD = 62.4 LBS/FT^3VERTICAL EARTH LOAD = 120 LBS/ FT^3MAX. HORIZONTAL EARTH LOAD = 60 LBS/ FT^3MIN. HORIZONTAL EARTH LOAD = 30 LBS/ FT^3LIVE LOAD SURCHARGE @ TOP = 260 PSFLIVE LOAD SURCHARGE @ BOTTOM = 132 PSF DETAIL A (W/O HEAD WALL REBAR)SCALE: 3/4" = 1' - 0"84° HEADWALLBENT ANGLE (TYP.)CIPBC GENERAL NOTES: 1. ALL DIMENSIONS AND REINFORCING ARE PERPENDICULAR AND PARALLEL TO THE OF THE CIPBC , UNLESS NOTED OTHERWISE. 2. CIPBC AND CORRESPONDING WINGS WALLS ARE DESIGNED IN GENERAL CONFORMANCE TO CDOT M-601-1. 3. CONTRACTOR CAN INSTALL J BARS TO SUPPORT TEMPORARY LIVE LOADS AT CONSTRUCTION JOINTSDURING CONSTRUCTION . SEE 'CONSTRUCTION JOINT DETAIL FOR STAGED CONSTRUCTION' ON CDOT M-601-1. 4. CULVERT SUPPORT GROUND SHALL BE APPROVED BY A GEOTECHNICALENGINEER PRIOR TO BOX CULVERT CONSTRUCTION. 5. CONCRETE CLEAR COVER SHALL BE 2" U.N.O. 6. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4”.1'-6"SECTION A-B (CULVERT END REBAR DETAILS)SCALE: 3/4" = 1' - 0"6'-0"CONSTRUCTION JOINT (TYP.)CONSTRUCTION JOINT (TYP.)1'-6"MIN. SPLICELENGTH#4 REBAR @ 1'-0"3"CLEARCOVER3'-0"2'-0"3'-9"1'-0"TOP & BOTTOM SLABCONSTRUCTIONSCALE: 3/4" = 1' - 0"1'-0"1'-4"c1 (TYP.)t1, t2, b1, b2 (TYP.)6" (TYP.)1'-0"4 1/2"BOX CULVERT ELEVATION SCALE: 3/4" = 1' - 0"w1 @ 6" O.C.w2 @ 6" O.C.Z2 BAR(TYP. @ BOT.)#7 REBAR(TYP.)3" CLEAR COVER1'-2"16'-0"#4 BARS @ 1'-0" O.C. FOR TOP/BOTTOM MATOF BOTTOM SLAB & TOP MAT OF TOP SLAB1'-2"2 1/2" CLEAR COVER2"5'-8"#4 REBAR @ 1'-0" MAX EACH FACE OF ALL WALLS1'-11"1'-2"1'-9"1'- 1/2"STIRRUPS #4 REBAR @ 1'-0" O.C. (TYP.)TOP SLAB REINFORCINGBOTTOM SLABREINFORCING1'-0"2'-5"3"CLEAR COVER2 1/2"CLEAR COVER4"3"CLEARCOVER2" CLEARCOVER2"CLEAR COVER54"7 1/4"#4 REBAR(TYP.)#4 REBAR(TYP.)2'-0"1'-0"INTO APRON1'-0"3'-6"SECTION A-V (CULVERT CORNER REBAR DETAILS)SCALE: 3/4" = 1' - 0"1'-4"TRANSVERSE REBAR NOT SHOWN FOR CLARITY3"J BARS FOR CONSTRUCTIONTOP AND BOTTOM SLAB(SEE NOTE 3)17'-0"#5 BARS @ 0'-6" O.C. FOR BOTTOM MATOF TOP SLABZ1 BAR(TYP. @ TOP)Z2 BAR(TYP. @ BOT.)Z1 BAR(TYP. @ TOP)Z1 BAR(TYP. @ TOP)Z2 BAR(TYP. @ BOT.)3"CLEAR COVER4"(TYP.)2"CLEAR COVER1'-4"1'-8" © 2015 TW BECK ARCHITECTS, PC EXPRESSLYRESERVES ITS COMMON LAW COPYRIGHT ANDOTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF TW BECK ARCHITECTS, PC. ALL CONSTRUCTION SHALL CONFORM TO CURRENT INTERNATIONAL BUILDING CODE AND ALL OTHER APPLICABLE CODES. DO NOT SCALE DRAWINGS FOR DIMENSIONS.Salud Family Health Center1830 Laporte Ave.Fort Collins, COTW BeckArchitects,pcArchitecture,Planning and Interiors170 S. St. Vrain Ave.PO Box 57Estes Park CO 80517(970) 586.3913 phone(970) 586.4211 faxSHEET TITLE:SHEET NUMBER:DATE:REVISIONS:PROJECT NUMBER: 1067-001WINGWALL STRUCTURAL DETAILSSK3SEPTEMBER 7, 2021REV A DATED 8/24/21REV 0 9/7/202155436MATTHEWKHACH ATU R IANCOLORADOLICENSEDPR OF E SSIONALENGINEER9/7/21LOADING DATA: AT REST EARTH PRESSURE FOR STEM: 55 PCFACTIVE EARTH PRESSURE FOR FOOTING: 40 PCFLIVE LOAD SURCHARGE = 2'SOIL BEARING MINIMUM RESISTANCE = 5.5 KSF SW, SE, & NW WINGWALLSCALE: 3/4" = 1' - 0"NW WINGWALLSCALE: 3/4" = 1' - 0"WING WALL GENERAL NOTES: 1. CIPBC AND CORRESPONDING WINGS WALLS ARE DESIGNED IN GENERAL CONFORMANCE TO CDOT M-601-1. 2. CONCRETE CLEAR COVER SHALL BE 2" U.N.O. 3. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN.1'-9"(TYP.)8"3'-1"#4 REBAR X 2'-0" @ 1'-0"SPACING INTO CULVERT FLOOR1'-0"3"CLEAR#4 REBAR @ 1'-0" SPACING(HORIZ. & VERT.)3 1/8"1'-3"1'-0"(TYP.)CONCRETE APRON & TOEWALLSCALE: 3/8" = 1' - 0"10"2'-9"#4 REBAR X 1'-9" X 1'-9"PROJECT INTO STEM SIX #4 REBAR TOP MATBARS PROJECT 1'-9" INTO CULVERT FLOORWINGWALL - CULVERT CONNECTIONSCALE: 1/2" = 1' - 0"1'-9"(TYP.)145(TYP.)16'-11"#4 REBAR @ 10" SPACING(LONGITUDINAL & VERTICAL)#4 REBAR @ 10" SPACING(2'-6" HORIZONTAL X 8'VERTICAL)#5 REBAR ALONG TOP OF WALL(TYP. 2)#4 REBAR BOTTOM MAT#4 REBAR @ 10" SPACING(2'-6" HORIZONTAL X 8'VERTICAL)#4 REBAR @ 10" SPACING(LONGITUDINAL & VERTICAL)#5 REBAR ALONG TOP OF WALL2'-0"3'-6"10"#5 REBAR ALONG TOP OF WALL#4 REBAR @ 10" SPACING(LONGITUDINAL & VERTICAL)#4 REBAR @ 10" SPACING(2'-6" HORIZONTAL X 8'VERTICAL @ TALLEST SIDE)7'-4"5'-4"10"R5 1/4"3" CLEAR COVER2'-0"3'-6"2'-6"6 #4 REBAR BOTTOM MAT(SEE WINGWALL -CULVERT CONN.)#4 REBAR BOTTOM MAT6 #4 REBAR BOTTOM MAT(SEE WINGWALL -CULVERT CONN.)18'-6"ONLY PORTION OF APRON REBAR SHOWN FOR CLARITY(REBAR MAY BE PLACED PARALLEL TO CULVERT OR WITH +/- 10 DEGREES OF THIS LAYOUT)3"2'-6"6 1/4"#4 REBAR (LONGITUDINAL AND VERTICAL)#4 REBAR PROJECTED INTO CULVERT (TYP.)(SEE WINGWALL - CULVERTCONNECTION)4"#4 REBAR @ 10" SPACING(2'-6" HORIZONTAL X 8'VERTICAL)#4 REBAR @ 10" SPACING(LONGITUDINAL & VERTICAL)#5 REBAR ALONG TOP OF WALL(TYP. 2)#4 REBAR PROJECTED INTO CULVERT (TYP.)(SEE WINGWALL - CULVERTCONNECTION)7'-4"1'-0"(TYP.)1'-0"(TYP.)NOTE: USE 3'-6" #4 REBAR TO SPLICEALL WINGWALL FOOTING AND WALLLONGITUDINAL REINFORCEMENT INTOTHE BOX CULVERT BOTTOM SLAB AND WALL, RESPECTIVELY. 3'-0"3'-0"2'-6"6 1/4"#4 REBAR (LONGITUDINAL AND VERTICAL)1'-0"2'-6"6"3"CLEARCOVER120°(TYP.)#5 REBAR @ 10" O.C.#5 REBAR @ 10" O.C.2'-0"1'-0"#4 REBAR DRILLED & EPOXIED TO EXISTING WALL(TYP.)1'-0"1'-0"TOP FACE FLUSH WITH CULVERT FLOOR8"8"1'-0"(TYP.) TempEmbed.bmpDETAIL ALSCALE: 3/4" = 1'-0"ALL REBAR TO BE #4SPACED @ 1’-0” O.C.© 2015 TW BECK ARCHITECTS, PC EXPRESSLYRESERVES ITS COMMON LAW COPYRIGHT ANDOTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF TW BECK ARCHITECTS, PC. ALL CONSTRUCTION SHALL CONFORM TO CURRENT INTERNATIONAL BUILDING CODE AND ALL OTHER APPLICABLE CODES. DO NOT SCALE DRAWINGS FOR DIMENSIONS.Salud Family Health Center1830 Laporte Ave.Fort Collins, COTW BeckArchitects,pcArchitecture,Planning and Interiors170 S. St. Vrain Ave.PO Box 57Estes Park CO 80517(970) 586.3913 phone(970) 586.4211 faxSHEET TITLE:SHEET NUMBER:DATE:REVISIONS:PROJECT NUMBER: PARAPETSTRUCTURAL DETAILSSK4SEPTEMBER 7, 2021REV A DATED 8/24/21REV 0 9/7/202155436MATTHEWKHACH ATU R IANCOLORADOLICENSEDPR OF E SSIONALENGINEER9/7/211'-1 1/2"2'-4 1/2"SLOPE: 1/4" PER FOOT1'-2 1/2"STONE (1” WIDTH MAXIMUM)19'-9"FORMED AROUND HEADWALL26'-0"8'-0"(TYP.)1'-6"1'-0"CULVERT HEADWALL1'-4"3'-6"1'-2"9 1/2"(DIM BASED ON MIN. 2" COVER)6 3/4"4"6"1'-0"(TYP. UNTILSIDEWALK END12IN CARBON STEEL ANCHOR BOLT (TYP.)5"2"42'-0"4'-5"(TYP.)3'-6"(TYP.)11'-1 1/2"HANDRAIL 10"CULVERT4 1/2"9'-9 1/2"PARAPET GENERAL NOTES: 1. GENERAL DESIGN OF PARAPET SHALL BE IN ACCORDANCE WITH LCUASS 11-8. 2. CONCRETE CLEAR COVER SHALL BE 2" U.N.O. 3. HANDRAIL/PARAPET AESTHETIC LAYOUT TO MATCH CONSTRUCTION LOCATION @ 1900 LAPORTE. 4. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN.EXTEND TO SIDEWALKEND W/ 2" CLEAR5 1/2"7 1/2"7"(TYP.)1'-6"(TYP.)2'-6"