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HomeMy WebLinkAboutSALUD FAMILY HEALTH CENTER LOT 4 - FDP200011 - SUBMITTAL DOCUMENTS - ROUND 4 - SUPPORTING DOCUMENTATION (8)© 2015 TW BECK ARCHITECTS, PC EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER 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. Sa l u d F a m i l y H e a l t h C e n t e r 18 3 0 L a p o r t e A v e . Fo r t C o l l i n s , C O TW Beck Architects,pc Architecture, Planning and Interiors 170 S. St. Vrain Ave. PO Box 57 Estes Park CO 80517 (970) 586.3913 phone (970) 586.4211 fax SHEET TITLE: SHEET NUMBER: DATE: REVISIONS: PROJECT NUMBER: 1067-001 310 E ELKHORN, ESTES PARK, CO, 80517504-940-8278 mtk@skypondengineering.com BRIDGE STRUCTURAL DETAILS SK1 JUNE 9, 2023 REV A DATED 8/24/21 REV 0 9/7/2021 REV 1 6/09/2023 •UPDATED TO EPOXY REBAR • ADDED ENGINEER CONTACT NOTE 55436 M A T THE W K HAC H A T U R IAN COL O R A DO LIC E NS E D P R O F E S SIONAL E N GINEER 6/09/23 N GENERAL NOTES: 1. THE SCOPE OF THIS PROJECT IS TO PROVIDE STRUCTURAL DRAWINGS FOR 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 GEOTECHNICAL ENGINEER PRIOR TO BOX CULVERT CONSTRUCTION. 4. CULVERT DESIGN AND RATING MATCHES CULVERT CHART ON CDOT M-601-1 S = 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 CONCRETE COMPRESSIVE STRENGTH (f'c) = 4,500psi. 2. ALL REBAR SHALL BE EPOXY REINFORCING BARS GRADE 60. CONSTRUCTION NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STRUCTURAL INTEGRITY 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 SHALL BE 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 M601-20). 10. THE MINIMUM LAP SPLICE LENGTH FOR EPOXY COATED REINFORCING BARS SHALL BE: 11. CONTACT ENGINEER FOR ANY CLARIFICATIONS OR QUESTIONS. DO NOT BUILD IF DETAILS ARE NOT UNDERSTOOD. SALUD DRIVE 18'-6" 60° 60° 60° REINFORCED CONCRETE CAST-IN-PLACE BOX CULVERT (RCBC) (SHEET SK2) SOUTH WINGWALL EAST SIDE (SHEET SK3) SOUTH WINGWALL WEST SIDE (SHEET SK3) NORTH WINGWALL WEST SIDE (SHEET SK3) NORTH WINGWALL EAST SIDE (SHEET SK3) 70.00 LF 6' X 18' RCBC @ 0.2% GRADE 16'-6" 16'-6" 16'-6" CONCRETE APRON & TOE WALL (TYP.) (SHEET SK3) CULVERT ROAD IN BETWEEN WALKWAY (DESIGNED BY OTHERS) NORTH WINGWALL EAST SIDE (SHEET SK3) NORTH WINGWALL WEST SIDE (SHEET SK3) SOUTH WINGWALL WEST SIDE (SHEET SK3) SOUTH WINGWALL EAST SIDE (SHEET SK3) EXISTING MASONRY RETAINING WALL FULL BRIDGE ELEVATION(RELATIVE TO NORTH) SCALE: 3/32" = 1' - 0" FULL BRIDGE ISOMETRIC 5'-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 #11 SPLICE LENGTH:1'-3"1'-7"2'-5" 2'-10" 3'-8" 4'-8" 5'-11" 7'-3" 82° FULL ASSEMBLY GENERAL DIMENSIONS VIEWS PERPENDICULAR TO  OF CULVERT SCALE: 3/16" = 1' - 0" 2'-1" 4'-11" 4'-6" 2'-0" 42'-0" 42'-0" PARAPET/HANDRAIL (TYP.) (SHEET SK4) APRON TOE WALL (TYP.) WINGWALL (TYP.) CULVERT TOE WALL (TYP.) PARAPET (TYP.) HANDRAIL (TYP.) 1'-10" 1 1 DETAIL A (HEAD WALL REBAR) SCALE: 3/4" = 1' - 0" DETAIL AT SCALE: 1 1/2" = 1'-0" DETAIL AU SCALE: 1 1/2" = 1'-0" © 2015 TW BECK ARCHITECTS, PC EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER 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. Sa l u d F a m i l y H e a l t h C e n t e r 18 3 0 L a p o r t e A v e . Fo r t C o l l i n s , C O TW Beck Architects,pc Architecture, Planning and Interiors 170 S. St. Vrain Ave. PO Box 57 Estes Park CO 80517 (970) 586.3913 phone (970) 586.4211 fax SHEET TITLE: SHEET NUMBER: DATE: REVISIONS: PROJECT NUMBER: 1067-001 310 E ELKHORN, ESTES PARK, CO, 80517504-940-8278 mtk@skypondengineering.com A CULVERT STRUCTURAL DETAILS SK2 JUNE 9, 2023 REV A DATED 8/24/21 REV 0 9/7/2021 REV 1 6/9/2023 • UPDATED REBAR SIZES/LENGTHS • ADDED ENGINEER CONTACT NOTE 55436 M A T THE W K HAC H A T U R IAN COL O R A DO LIC E NS E D P R O F E S SIONAL E N GINEER 6/09/23 AB AB AT AU AV REINFORCEMENT BAR SIZES BAR ID BAR NO.BAR LENGTH(FT-IN) BAR WIDTH (FT-IN) t1 4 19'-0"- t2 10 19'-0"- b1 4 19'-0"- b2 10 19'-0"- c1 8 7'-3" 7'-3" c2 8 5'-1" 4-3" w1 5 7'-1"0'-8" w2 5 2'-3" 0'-8" Z1 7 8'-3" 5'-3" Z2 7 19'-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 CLARITY LOADING DATA: LIVE LOAD = AASHTO LRFD, HL 93 TRUCK, HL-93 TANDEM, COLORADO PERMIT TRUCK, NRL WATER LOAD = 62.4 LBS/FT^3 VERTICAL EARTH LOAD = 120 LBS/ FT^3 MAX. HORIZONTAL EARTH LOAD = 60 LBS/ FT^3 MIN. HORIZONTAL EARTH LOAD = 30 LBS/ FT^3 LIVE LOAD SURCHARGE @ TOP = 260 PSF LIVE LOAD SURCHARGE @ BOTTOM = 132 PSF DETAIL A (W/O HEAD WALL REBAR) SCALE: 3/4" = 1' - 0" 84° HEADWALL BENT 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 GEOTECHNICAL ENGINEER 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”. 7. CONTACT ENGINEER FOR ANY CLARIFICATIONS OR QUESTIONS. DO NOT BUILD IF DETAILS ARE NOT UNDERSTOOD. 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. SPLICE LENGTH #4 REBAR @ 1'-0" 3" CLEAR COVER 3'-0" 2'-0" 3'-9" 1'-0" TOP & BOTTOM SLAB CONSTRUCTION SCALE: 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 COVER 1'-2"16'-0" #4 BARS @ 1'-0" O.C. FOR TOP/BOTTOM MAT OF BOTTOM SLAB & TOP MAT OF TOP SLAB 1'-2" 2 1/2" CLEAR COVER 2" 5'-8" #4 REBAR @ 1'-0" MAX EACH FACE OF ALL WALLS 1'-11" 1'-2" 1'-9" 1'- 1/2" STIRRUPS #4 REBAR @ 1'-0" O.C. (TYP.) TOP SLAB REINFORCING BOTTOM SLAB REINFORCING 1'-0" 2'-5" 3" CLEAR COVER 2 1/2" CLEAR COVER 4" 3" CLEAR COVER 2" CLEAR COVER 2" CLEAR COVER 5 4" 7 1/4" #4 REBAR (TYP.) #4 REBAR (TYP.) 2'-0" 1'-0" INTO APRON 1'-0" 5'-3" SECTION A-V (CULVERT CORNER REBAR DETAILS) SCALE: 3/4" = 1' - 0" 1'-4" TRANSVERSE REBAR NOT SHOWN FOR CLARITY 3"J BARS FOR CONSTRUCTION TOP AND BOTTOM SLAB (SEE NOTE 3) 17'-0" #5 BARS @ 0'-6" O.C. FOR BOTTOM MAT OF TOP SLAB Z1 BAR (TYP. @ TOP) Z2 BAR (TYP. @ BOT.) Z1 BAR (TYP. @ TOP) Z1 BAR (TYP. @ TOP) Z2 BAR (TYP. @ BOT.) 3" CLEAR COVER 4" (TYP.) 2" CLEAR COVER 1'-4" 1'-8" 1 1 1 1 © 2015 TW BECK ARCHITECTS, PC EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER 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. Sa l u d F a m i l y H e a l t h C e n t e r 18 3 0 L a p o r t e A v e . Fo r t C o l l i n s , C O TW Beck Architects,pc Architecture, Planning and Interiors 170 S. St. Vrain Ave. PO Box 57 Estes Park CO 80517 (970) 586.3913 phone (970) 586.4211 fax SHEET TITLE: SHEET NUMBER: DATE: REVISIONS: PROJECT NUMBER: 1067-001 310 E ELKHORN, ESTES PARK, CO, 80517504-940-8278 mtk@skypondengineering.com WINGWALL STRUCTURAL DETAILS SK3 JUNE 9, 2023 REV A DATED 8/24/21 REV 0 9/7/2021 REV 1 6/9/2023 • UPDATED REBAR SIZES/SPACING • ADDED ENGINEER CONTACT NOTE & DRAINAGE NOTE • ADDED SLOPE HATCH • 55436 M A T THE W K HAC H A T U R IAN COL O R A DO LIC E NS E D P R O F E S SIONAL E N GINEER 6/09/23 LOADING DATA: AT REST EARTH PRESSURE FOR STEM: 55 PCF ACTIVE EARTH PRESSURE FOR FOOTING: 40 PCF LIVE LOAD SURCHARGE = 2' SOIL BEARING MINIMUM RESISTANCE = 5.5 KSF SW, SE, & NW WINGWALL SCALE: 3/4" = 1' - 0" NW WINGWALL SCALE: 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. WING WALL DRAINS SHALL NOT BE REQUIRED DUE TO WING WALL HEIGHT (CDOT M601-20 NOTE 6). 4. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN. 5. CONTACT ENGINEER FOR ANY CLARIFICATIONS OR QUESTIONS. DO NOT BUILD IF DETAILS ARE NOT UNDERSTOOD. 1'-9" (TYP.) 8" 3'-1" #4 REBAR X 2'-0" @ 1'-0" SPACING INTO CULVERT FLOOR 1'-0"3" CLEAR #4 REBAR @ 1'-0" SPACING (HORIZ. & VERT.) 3 1/8" 1'-3"1'-0" (TYP.) CONCRETE APRON & TOEWALL SCALE: 3/8" = 1' - 0" 10" 2'-9" #4 REBAR X 1'-9" X 1'-9" PROJECT INTO STEM SIX #4 REBAR TOP MAT BARS PROJECT 1'-9" INTO CULVERT FLOOR WINGWALL - CULVERT CONNECTION SCALE: 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 WALL 2'-0"3'-6" 10" #5 REBAR ALONG TOP OF WALL #4 REBAR @ 12" SPACING (LONGITUDINAL) #4 REBAR @ 10" SPACING (2'-6" HORIZONTAL X 8' VERTICAL @ TALLEST SIDE) 7'-4" 5'-4" 10" R5 1/4" 3" CLEAR COVER 2'-0"3'-6" 2'-6"6 #4 REBAR BOTTOM MAT (SEE WINGWALL -CULVERT CONN.) #4 REBAR BOTTOM MAT 6 #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 - CULVERT CONNECTION) 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 - CULVERT CONNECTION) 7'-4" 1'-0" (TYP.) 1'-0" (TYP.) NOTE: USE 3'-6" #4 REBAR TO SPLICE ALL WINGWALL FOOTING AND WALL LONGITUDINAL REINFORCEMENT INTO THE 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" CLEAR COVER 120° (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 FLOOR 8" 8" 1'-0" (TYP.) FILL SLOPE2(MIN) : 1 #4 REBAR @ 10" SPACING (VERTICAL) EXTRA #4 REBAR SET 6" F IL L S L O P E 2 (M I N ) : 1 1 1 1 1 TempEmbed.bmp DETAIL AL SCALE: 3/4" = 1'-0" ALL REBAR TO BE #5 SPACED @ 1’-0” O.C. DETAIL AW SCALE: 1 1/2" = 1'-0" © 2015 TW BECK ARCHITECTS, PC EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER 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. Sa l u d F a m i l y H e a l t h C e n t e r 18 3 0 L a p o r t e A v e . Fo r t C o l l i n s , C O TW Beck Architects,pc Architecture, Planning and Interiors 170 S. St. Vrain Ave. PO Box 57 Estes Park CO 80517 (970) 586.3913 phone (970) 586.4211 fax SHEET TITLE: SHEET NUMBER: DATE: REVISIONS: PROJECT NUMBER: PARAPET STRUCTURAL DETAILS SK4 JUNE 9, 2023 REV A DATED 8/24/21 REV 0 9/7/2021 REV 1 6/09/2023 • ADDED FABRICATION DETAILS FOR RAILING • ADDED IMPACT TABLE PER LCUASS • UPDATED NOTES AND REBAR SIZES 55436 M A T THE W K HAC H A T U R IAN COL O R A DO LIC E NS E D P R O F ES SIONA L E N GINEER 6/09/23 310 E ELKHORN, ESTES PARK, CO, 80517504-940-8278 mtk@skypondengineering.com AW 1'-1 1/2" 2'-4 1/2" SLOPE: 1/4" PER FOOT 1'-2 1/2" STONE (1” WIDTH MAXIMUM) 19'-9" FORMED AROUND HEADWALL 26'-0"8'-0" (TYP.) 1'-6" 1'-0" CULVERT HEADWALL 3'-6" 1'-2" 9 1/2" (DIM BASED ON MIN. 2" COVER) 6 3/4" 4" 6" 1'-0" (TYP. UNTIL SIDEWALK END 5" 2" 42'-0" 4'-5" (TYP.) 3'-6" (TYP.) 11'-1 1/2" HANDRAIL 10" CULVERT 4 1/2" 9'-9 1/2" (VERIFY DIMENSION PER ROAD PLAN) PARAPET GENERAL NOTES: 1. GENERAL DESIGN OF PARAPET SHALL BE IN ACCORDANCE WITH 1108 TYPE C ALUMINUM BRIDGE RAILING FOUND IN APPENDIX A - STANDARD DRAWINGS OF LARIMER COUNTY URBAN AREA STREET STANDARDS. 2. HANDRAIL/PARAPET AESTHETIC LAYOUT TO MATCH CONSTRUCTION LOCATION @ 1900 LAPORTE AVENUE, FORT COLLINS. 3. CONCRETE CLEAR COVER SHALL BE 2" U.N.O. 4. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN. 5. CONTACT ENGINEER FOR ANY CLARIFICATIONS OR QUESTIONS. DO NOT BUILD IF DETAILS ARE NOT UNDERSTOOD. EXTEND TO SIDEWALK END W/ 2" CLEAR 5 1/2" 7" (TYP.) 1'-6" (TYP.) 2'-6" FLAGSTONE VENEER W/ TYPE S MORTAR (NON-STRUCTURAL) MATCH CURB/GUTTER PROFILE FROM THE ROAD 1 1 1 1 R3'-4" R4'-0" 7.00 4.50 11.00 6.00 PL 1/2 X 6 X 9 1/2 (A572 GR.50) 2.00 1.00 PIPE 2 1/2 X-STRONG (A53 GR.B)(OD = 2.88IN) ROUND HSS 3.5 X 0.25WT (A500.GR B)(ID = 3IN) PL 1/2 (A572 GR.50) TYP. CJP 1/4 R5.25 (ROLLED 1/2 PL) PL 3/8 (A572 GR.50) (TYP. AROUND INTERIOR PLATE) 4" (TYP.) 1/2"Ø J-ANCHOR BOLT X 12" LG.(4 IN EA. BASE PLATE) 3" 10 3/4" 1 1 1 1