CITY OF LAREDO

EC*ICEERIC* DEVARTBECT

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1 Cover Sheet 2 General Notes 3 General Notes 4 Existing Site Plan 5 Proposed Site Plan 6 Details

INDEX

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ENGINEERING

DEVARTBENT

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AutoCAD SHX Text GOVERNING SPECIFICATIONS: - CITY OF LAREDO STANDARD SPECIFICATIONS MANUAL CITY OF LAREDO STANDARD SPECIFICATIONS MANUAL - TEXAS DEPARTMENT OF TRANSPORTATION - STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF TEXAS DEPARTMENT OF TRANSPORTATION - STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES GENERAL NOTES: 1. CONTRACTOR SHALL REVIEW PLANS AND SPECIFICATIONS AND INFORM ENGINEER OF ANY DISCREPANCIES PRIOR TO CONTRACTOR SHALL REVIEW PLANS AND SPECIFICATIONS AND INFORM ENGINEER OF ANY DISCREPANCIES PRIOR TO PLACING A BID. BY SUBMITTING A BID, CONTRACTOR ASSUMES THAT THE PLANS AND SPECIFICATIONS PROVIDE SUFFICIENT INFORMATION TO PERFORM THE WORK REQUIRED. 2. CONTRACTOR SHALL QUANTIFY ALL MATERIALS REQUIRED BASED ON THE SET OF PLANS. ANY DISCREPANCIES BETWEEN CONTRACTOR SHALL QUANTIFY ALL MATERIALS REQUIRED BASED ON THE SET OF PLANS. ANY DISCREPANCIES BETWEEN CALCULATED QUANTITIES AND THOSE STATED ON THE BASIS OF ESTIMATE SHALL BE CONSIDERED SUBSIDIARY TO THE CONTRACTOR'S BID FOR THE ENTIRE DURATION OF THE PROJECT UNLESS A WRITTEN STATEMENT IS PROVIDED BY THE CONTRACTOR PRIOR TO THEIR BID SUBMITTAL. 3. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS NECESSARY TO COMPLY WITH THE PLANS, SPECIFICATIONS CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS NECESSARY TO COMPLY WITH THE PLANS, SPECIFICATIONS AND APPLICABLE CODES & STANDARDS AND ALL OTHER GOVERNING DOCUMENTS. THESE MATERIALS AND LABOR SHALL BE CONSIDERED SUBSIDIARY TO THE ITEMS LISTED IN THE BASIS OF ESTIMATE. 4. THE CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED CONSULTANT SHALL DEVELOP AND IMPLEMENT AN THE CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED CONSULTANT SHALL DEVELOP AND IMPLEMENT AN EXCAVATION SAFETY PROGRAM AND PLAN IN ACCORDANCE WITH GOVERNING OSHA STANDARDS BASED ON THE PROJECT REQUIREMENTS, PERSONNEL HIRED AND EQUIPMENT USED. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ALL NECESSARY PROJECT SITE REQUIREMENTS TO DEVELOP SUCH PLAN. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND THE PROPER REMOVAL/DISPOSAL OF ALL ABOVE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND THE PROPER REMOVAL/DISPOSAL OF ALL ABOVE AND BELOW GROUND ITEMS INCLUDING, BUT NOT LIMITED TO CONCRETE CANALS, IRRIGATION PIPES, IRRIGATION HARDWARE, TREES, TRASH, AND MISCELLANEOUS DEBRIS, CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES REGARDING REMOVAL OF EXISTING SERVICES, VERIFYING UTILITIES ARE SHUT OFF OR DISCONNECTED AND THAT REASONABLE AND NECESSARY SAFETY PRECAUTIONS HAVE BEEN ENACTED TO ENSURE THE SAFEST ENVIRONMENT FOR ALL PERSONNEL. 6. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED, NO THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED, NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL DEPARTMENT/AGENCIES. 7. ANY DAMAGE CAUSED TO PUBLIC OR PRIVATE PROPERTY BY THE CONTRACTORS OPERATIONS SHALL BE REPAIRED BY ANY DAMAGE CAUSED TO PUBLIC OR PRIVATE PROPERTY BY THE CONTRACTORS OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTORS OWN EXPENSE, THE CONTRACTOR SHALL RESTORE FACILITIES TO SERVICE IN A TIMELY MANNER AND SUCH WORK AND MATERIALS SHALL BE CONSIDERED TO ITEM(S) IN THE BASIS OF ESTIMATE. 8. THE CONTRACTOR SHALL PROVIDE COPIES OF ALL TEST RESULTS TO THE CITY AND THE ENGINEER PRIOR TO THE THE CONTRACTOR SHALL PROVIDE COPIES OF ALL TEST RESULTS TO THE CITY AND THE ENGINEER PRIOR TO THE CITY'S ACCEPTANCE OF IMPROVEMENTS. 9. ANY SURVEY MONUMENT(S) DAMAGED OR MOVED BY THE CONTRACTOR SHALL BE REPLACED TO EQUAL OR BETTER ANY SURVEY MONUMENT(S) DAMAGED OR MOVED BY THE CONTRACTOR SHALL BE REPLACED TO EQUAL OR BETTER CONDITION. A TEXAS REGISTERED LAND SURVEYOR SHALL OVERSEE AND CERTIFY THE REPLACEMENT FOR IT'S INTENDED USE. SUCH WORK AND MATERIALS SHALL BE CONSIDERED SUBSIDIARY TO ITEM(S) IN BID SCHEDULE. 10. WORK AND MATERIALS NECESSARY TO DE-WATER TRENCHES OR OTHER EXCAVATED AREAS SHALL BE CONSIDERED WORK AND MATERIALS NECESSARY TO DE-WATER TRENCHES OR OTHER EXCAVATED AREAS SHALL BE CONSIDERED SUBSIDIARY TO ITEM(S) IN BID SCHEDULE. 11. THE CONTRACTOR SHALL COORDINATE WITH THE CITY'S FIELD REPRESENTATIVE 48 HOURS PRIOR TO SCHEDULED THE CONTRACTOR SHALL COORDINATE WITH THE CITY'S FIELD REPRESENTATIVE 48 HOURS PRIOR TO SCHEDULED DENSITY TESTING. THE CITY'S FIELD REPRESENTATIVE SHALL WITNESS ALL TESTING. 12. THE CONTRACTOR SHALL REMOVE AND RELOCATE OR RECONSTRUCT ALL MAILBOXES IN CONFLICT WITH PROPOSED THE CONTRACTOR SHALL REMOVE AND RELOCATE OR RECONSTRUCT ALL MAILBOXES IN CONFLICT WITH PROPOSED IMPROVEMENTS. CONTRACTOR SHALL ENSURE THAT MAIL DELIVERY IS NOT INTERRUPTED DUE TO CONSTRUCTION ACTIVITIES. MAILBOXES SHALL BE RECONSTRUCTED TO EXISTING CONDITION OR BETTER AS APPROVED BY CITY OF LAREDO AND MAILBOX OWNER. 13. THE CONTRACTOR SHALL PROVIDE THE NECESSARY SECURITY MEASURES TO PROTECT THE HIS OWN PROPERTY THE CONTRACTOR SHALL PROVIDE THE NECESSARY SECURITY MEASURES TO PROTECT THE HIS OWN PROPERTY INCLUDING EQUIPMENT, MATERIALS AND PROJECT WORK IN PROGRESS. TRAFFIC CONTROL PLAN NOTES 1. THE CONTRACTOR SHALL SUBMIT SITE SPECIFIC TRAFFIC CONTROL PLANS TO THE CITY FOR REVIEW AND APPROVAL THE CONTRACTOR SHALL SUBMIT SITE SPECIFIC TRAFFIC CONTROL PLANS TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO ANY PARTIAL OR COMPLETE ROADWAY CLOSURES. TRAFFIC CONTROL PLANS SHALL BE COMPLIANT WITH CURRENT TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND SEALED BY AN ENGINEER LICENSED IN THE STATE OF TEXAS. 2. NECESSARY BARRICADES, SUFFICIENT LIGHTING, SIGNAGE AND OTHER TRAFFIC CONTROL METHODS AS MAY BE NECESSARY BARRICADES, SUFFICIENT LIGHTING, SIGNAGE AND OTHER TRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED BY THE CONTRACTOR AND MAINTAINED DURING THE CONSTRUCTION PROCESS. ANY OPEN TRENCHES SHALL BE COVERED AND PROTECTED OVERNIGHT AS NEEDED. THE TRAFFIC CONTROL SHALL BE ADJUSTED IN THE MORNING PRIOR TO BEGINNING ANY WORK. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF LAREDO TRAFFIC DEPARTMENT WHEN ANY TRAFFIC CONTROL CHANGES THE CONTRACTOR SHALL NOTIFY THE CITY OF LAREDO TRAFFIC DEPARTMENT WHEN ANY TRAFFIC CONTROL CHANGES ARE TO BE MADE. THE NOTIFICATIONS MUST BE MADE THREE DAYS PRIOR TO ANY CHANGE. 4. ACCESS TO ALL DRIVEWAYS AND CONNECTING ROADS, BOTH PUBLIC AND PRIVATE, SHALL BE MAINTAINED AT ALL TIMES ACCESS TO ALL DRIVEWAYS AND CONNECTING ROADS, BOTH PUBLIC AND PRIVATE, SHALL BE MAINTAINED AT ALL TIMES OR APPROPRIATE DETOURS SHALL BE PROVIDED TO ENSURE ACCESS TO RESIDENTS AND COMMUTERS. EROSION AND SEDIMENTATION CONTROL NOTES 1. THE CONTRACTOR SHALL PROTECT ALL AREAS OF THE RIGHT-OF-WAY WHICH ARE IN OR NOT INCLUDED IN THE THE CONTRACTOR SHALL PROTECT ALL AREAS OF THE RIGHT-OF-WAY WHICH ARE IN OR NOT INCLUDED IN THE ACTUAL LIMITS OF THE PROPOSED CONSTRUCTION. CARE SHALL BE EXERCISED TO PREVENT DAMAGE TO TREES, VEGETATION AND OTHER NATURAL SURROUNDINGS. THE AREAS TO BE DISTURBED SHALL BE APPROVED BY THE ENGINEER. 2. PRIOR TO CITY ACCEPTANCE OF IMPROVEMENTS, ALL GRADED AND DISTURBED AREAS ARE TO BE RE-VEGETATED IN PRIOR TO CITY ACCEPTANCE OF IMPROVEMENTS, ALL GRADED AND DISTURBED AREAS ARE TO BE RE-VEGETATED IN ACCORDANCE WITH THE CITY OF LAREDO STANDARD SPECIFICATIONS MANUAL UNLESS OTHERWISE NOTED ON THESE CONSTRUCTION PLANS. 3. RESTORATION AND RE-VEGETATION SHALL BE ACCEPTED WHEN THE GRASS HAS GROWN INCH HIGH WITH 95% RESTORATION AND RE-VEGETATION SHALL BE ACCEPTED WHEN THE GRASS HAS GROWN INCH HIGH WITH 95% 12 INCH HIGH WITH 95% COVERAGE. 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ENSURE THAT THE NOTICE OF INTENT (NOI) HAS BEEN FILED WITH PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ENSURE THAT THE NOTICE OF INTENT (NOI) HAS BEEN FILED WITH TCEQ AND POSTED ONSITE (IF APPLICABLE). THE CONTRACTOR SHALL PROVIDE COPIES OF THE FILED NOI TO THE CITY AND ENGINEER PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL INSTALL STORM WATER POLLUTION PREVENTION CONTROL MEASURES PRIOR TO ANY SITE CONTRACTOR SHALL INSTALL STORM WATER POLLUTION PREVENTION CONTROL MEASURES PRIOR TO ANY SITE PREPARATION WORK. (DEMOLITION, EXCAVATION, GRUBBING, ETC.) DRAINAGE AND GRADING NOTES 1. CONTRACTOR SHALL ENSURE THAT PROPOSED DRAINAGE FACILITIES SUCH AS CHANNELS OR PONDS ARE CONSTRUCTED CONTRACTOR SHALL ENSURE THAT PROPOSED DRAINAGE FACILITIES SUCH AS CHANNELS OR PONDS ARE CONSTRUCTED AT THE EARLY STAGES OF CONSTRUCTION TO MITIGATE EXCESS RUNOFF CAUSED BY PROPOSED LAND CLEARING, EARTHWORK (NEW DRAINAGE PATTERNS), PAVEMENTS, FOUNDATIONS, BUILDINGS AND ANY OTHER STRUCTURES WITH IMPERMEABLE SURFACES. UTILITIES NOTES 1. DURING THE EXECUTION OF THE WORK, UTMOST CARE SHALL BE EXERCISED TO PREVENT DAMAGE TO ANY UTILITIES, DURING THE EXECUTION OF THE WORK, UTMOST CARE SHALL BE EXERCISED TO PREVENT DAMAGE TO ANY UTILITIES, STRUCTURES OR RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES OR STRUCTURES. ANY DAMAGE TO EXISTING UTILITIES OR STRUCTURES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE AND CONSIDERED SUBSIDIARY TO ITEM(S) WITHIN THE BASIS OF ESTIMATE. IF IN THE COURSE OF THE WORK, UNDERGROUND UTILITIES OR STRUCTURES ARE ENCOUNTERED AND ARE IN CONFLICT WITH THE WORK, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND REQUEST REVIEW AND APPROVAL OF THE NECESSARY ADJUSTMENTS. 2. OVERHEAD AND UNDERGROUND UTILITIES IN THE VICINITY OF THE CONSTRUCTION SITE. THE EXACT LOCATION OF OVERHEAD AND UNDERGROUND UTILITIES IN THE VICINITY OF THE CONSTRUCTION SITE. THE EXACT LOCATION OF UNDERGROUND UTILITIES IS UNKNOWN. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THESE PLANS IS BASED UPON RECORD INFORMATION ONLY AND MAY NOT MATCH LOCATIONS AND/OR DEPTHS AS CONSTRUCTED. THUS, LOCATIONS OF UTILITIES SHOWN SHALL NOT BE USED FOR CONSTRUCTION PURPOSES. THE CONTRACTOR SHALL CONTACT EACH OF THE INDIVIDUAL UTILITY COMPANIES AND PUBLIC UTILITIES DEPARTMENTS IN ACCORDANCE WITH THE APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS FOR ASSISTANCE IN DETERMINING EXISTING UTILITY LOCATIONS AND DEPTHS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL UTILITY CROSSINGS (BOTH VERTICALLY AND HORIZONTALLY) PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR SHALL CALL TEXAS 811 48 HOURS IN ADVANCE OF EXCAVATION. CONTRACTOR SHALL CONTACT THE ENGINEER AND REQUEST REVIEW AND APPROVAL OF ANY NECESSARY ADJUSTMENTS, ALL EXPENSES ASSOCIATED WITH ANY ADJUSTMENTS SHALL BE CONSIDERED SUBSIDIARY TO ITEM(S) IN THE BASIS OF ESTIMATE. 3. ERECTION AND/OR REMOVAL OF POLES AND LUMINARIES LOCATED NEAR ANY OVERHEAD OR UNDERGROUND ELECTRICAL ERECTION AND/OR REMOVAL OF POLES AND LUMINARIES LOCATED NEAR ANY OVERHEAD OR UNDERGROUND ELECTRICAL LINES SHALL BE ACCOMPLISHED USING ESTABLISHED INDUSTRY AND UTILITY SAFETY PRACTICES. THE CONTRACTOR SHALL CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING SUCH WORK. THIS WORK AND MATERIALS SHALL BE CONSIDERED SUBSIDIARY TO ITEMS IN THE BASIS OF ESTIMATE. 4. CONTRACTOR SHALL ADJUST ALL VALVES, VALVE COVERS, MANHOLE LIDS, FIRE HYDRANTS, CLEANOUTS, TELEPHONE CONTRACTOR SHALL ADJUST ALL VALVES, VALVE COVERS, MANHOLE LIDS, FIRE HYDRANTS, CLEANOUTS, TELEPHONE PEDESTALS, AND ANY OTHER UTILITY ITEMS WITHIN THE PROJECT LIMITS TO MATCH FINAL FINISH GRADES, WHETHER SHOWN ON THESE PLANS OR NOT. THIS WORK AND MATERIALS SHALL BE CONSIDERED SUBSIDIARY TO ITEM(S) IN BID SCHEDULE. 5. WATER & SEWER LINES PARALLEL OR CROSSING EACH OTHER MUST BE INSTALLED IN COMPLIANCE WITH TCEQ WATER & SEWER LINES PARALLEL OR CROSSING EACH OTHER MUST BE INSTALLED IN COMPLIANCE WITH TCEQ REQUIREMENTS PERTAINING TO SEPARATION ADN CLEARANCE. THIS WORK AND MATERIALS SHALL BE CONSIDERED SUBSIDIARY TO ITEM(S) IN BID SCHEDULE. 6. WATER & SEWER LINES PARALLEL OR CROSSING EACH OTHER MUST BE INSTALLED IN COMPLIANCE WITH TCEQ WATER & SEWER LINES PARALLEL OR CROSSING EACH OTHER MUST BE INSTALLED IN COMPLIANCE WITH TCEQ REQUIREMENTS PERTAINING TO SEPARATION AND CLEARANCE. THIS WORK AND MATERIALS SHALL BE CONSIDERED SUBSIDIARY TO ITEM(S) IN BID SCHEDULE. 7. CONTRACTOR SHALL NOTIFY THE CITY OF LAREDO 48 HOURS PRIOR TO CONNECTING TO EXISTING UTILITIES. CITY CONTRACTOR SHALL NOTIFY THE CITY OF LAREDO 48 HOURS PRIOR TO CONNECTING TO EXISTING UTILITIES. CITY INSPECTION OF CONNECTIONS TO EXISTING UTILITIES IS REQUIRED. 8. THE CONTRACTOR'S MEANS, METHODS AND EQUIPMENT USED TO ACCOMPLISH JACKING, BORING OR TUNNELING UNDER THE CONTRACTOR'S MEANS, METHODS AND EQUIPMENT USED TO ACCOMPLISH JACKING, BORING OR TUNNELING UNDER PUBLIC INFRASTRUCTURE SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER AND CITY PRIOR TO THE START OF CONSTRUCTION. 9. MECHANICAL JOINT THRUST RESTRAINTS SHALL BE INSTALLED FOR ALL PRESSURE PIPE INSTALLATIONS IN COMPLIANCE MECHANICAL JOINT THRUST RESTRAINTS SHALL BE INSTALLED FOR ALL PRESSURE PIPE INSTALLATIONS IN COMPLIANCE WITH CITY OF LAREDO SPECIFICATIONS.

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DEVARTBENT

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AutoCAD SHX Text REINFORCEMENT TENSION LAP AND EMBEDMENT LENGTH (INCHES) (f = 60 ksi, f' = 3 ksi)y = 60 ksi, f' = 3 ksi)c = 3 ksi)

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AutoCAD SHX Text GOVERNING SPECIFICATIONS INTERNATIONAL BUILDING CODE 2018 (IBC 2018) AMERICAN CONCRETE INSTITUTE: BUILDING CODE REQUIREMENTS FOR STRUCUTRAL CONCRETE, 2014 SPECIFICAITONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-10) AMERICAN INSTITUTE OF STEEL CONSTRUCTION: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, 15TH EDITION (AISC) CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, MARCH 18, 2005 (AISC 303-16) AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS GENERAL 1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH DESIGNS BY STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH DESIGNS BY OTHER DISCIPLINES. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CODES LISTED ABOVE. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS RELATING TO CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS RELATING TO EXISTING CONDITIONS BY MAKING FIELD SURVEYS AND MEASUREMENTS PRIOR TO COMMENCING FABRICATION OR CONSTRUCTION 3. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION METHODS THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION METHODS USED WILL NOT CAUSE DAMAGE TO ADJACENT BUILDINGS, UTILITIES, OR OTHER PROPERTY. THIS REQUIREMENT IS PARTICULARLY IMPORTANT DURING FOUNDATION INSTALLATION. 4. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION METHODS THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION METHODS USED WILL NOT CAUSE DAMAGE TO ADJACENT BUILDINGS, UTILITIES, OR OTHER PROPERTY. THIS REQUIREMENT IS PARTICULARLY IMPORTANT DURING FOUNDATION INSTALLATION. 5. THE GENERAL CONTRACTOR SHALL OBTAIN COPIES OF TEH LATEST CONTRACT THE GENERAL CONTRACTOR SHALL OBTAIN COPIES OF TEH LATEST CONTRACT DOCUMENTS, INCLUDING ALL ADDENDA, AND PROVIDE THE RELEVANT PORTIONS TO ALL SUB-CONTRACTORS AND SUPPLIERS PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND FABRICATION AND ERECTION OF STRUCTURAL MEMBERS. 6. THE GENERAL CONTRACTOR SHALL COMPARE AND COORDINATE THE DRAWINGS THE GENERAL CONTRACTOR SHALL COMPARE AND COORDINATE THE DRAWINGS OF ALL DISCIPLIENS AND REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS TO THE ENGINEER. 7. DETAILS LABELED "TYPICAL" SHALL APPLY TO ALL SITUATIONS THAT ARE THE DETAILS LABELED "TYPICAL" SHALL APPLY TO ALL SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SEE DETAIL TITLES FOR APPLICABILITY OF A PARTICULAR DETAIL. TYPICAL DETAILS SHALL APPLY WHETHER OR NOT THEY ARE SPECIFICALLY KEYED AT EACH LOCATION. THE ENGINEER SHALL HAVE FINAL AUTHORITY TO DETERMINE APPLICABILITY OF TYPICAL DETAILS. 8. WHERE CONFLICTS EXIST BETWEEN STRUCTURAL DOCUMENTS, THE STRICTEST WHERE CONFLICTS EXIST BETWEEN STRUCTURAL DOCUMENTS, THE STRICTEST REQUIREMENTS, AS INDICATED BY THE STRUCTURAL ENGINEER SHALL GOVERN. 9. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED OR OTHERWISE NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED OR OTHERWISE REDUCED IN STRENGTH UNLESS APPROVED BY THE STRUCTURAL ENGINEER. 10. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETED STRUCTURE, AND ARE NOT INTENDED TO INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCES AND FOR JOB SAFETY. 11. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 12. SITE OBSERVATION VISITS MAY BE PROVIDED BY THE STRUCTURAL ENGINEER. SITE OBSERVATION VISITS MAY BE PROVIDED BY THE STRUCTURAL ENGINEER. THE SOLE PURPOSE OF THESE OBSERVATIONS IS TO REVIEW THE GENERAL CONFORMANCE OF THE CONSTRUCTION WITH THE STRUCTURAL CONTRACT DOCUMENTS. THESE LIMITED OBSERVATIONS SHOULD NOT BE CONSTRUED AS CONTINUOUS OR EXHAUSTIVE TO VERIFY THAT ALL CONSTRUCTION IS IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL WORK IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. DESIGN CRITERIA: BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) 2018 SECTION 1603: CONSTRUCTION DOCUMENTS 1603.1.1 FLOOR LIFE LOAD: 13. PUBLIC AREAS, LOBBIES 100 PSF PUBLIC AREAS, LOBBIES 100 PSF 100 PSF 14. OFFICES 80 PSF OFFICES 80 PSF 80 PSF 15. RESTROOMS 50 PSF RESTROOMS 50 PSF 50 PSF 16. CORRIDORS 100 PSF CORRIDORS 100 PSF 100 PSF 17. MECHANICAL ROOMS 125 PSF MECHANICAL ROOMS 125 PSF 125 PSF 1603.1.2 ROOF LIVE LOAD 18. MINIMUM ROOF LIVE LOAD 20 PSF MINIMUM ROOF LIVE LOAD 20 PSF 20 PSF 1603.1.3 ROOF SNOW LOAD: 19. FLAT ROOF SNOW LOAD, Pf = 0 PSF FLAT ROOF SNOW LOAD, Pf = 0 PSF Pf = 0 PSF 20. SNOW EXPOSURE FACTOR, Ce = 0.9 SNOW EXPOSURE FACTOR, Ce = 0.9 Ce = 0.9 21. SNOW LOAD IMPORTANCE FACTOR, Is = 1.0 SNOW LOAD IMPORTANCE FACTOR, Is = 1.0 Is = 1.0 22. THERMAL FACTOR, Ct = 1.0 THERMAL FACTOR, Ct = 1.0 Ct = 1.0 1603.1.4 WIND DESIGN DATA 23. ULTIMATE WIND SPEED (3-SECOND GUST), Vult = 120 MPH ULTIMATE WIND SPEED (3-SECOND GUST), Vult = 120 MPH 24. NOMINAL DESIGN WIND SPEED (3-SEC GUST), Vasd = 90 MPH NOMINAL DESIGN WIND SPEED (3-SEC GUST), Vasd = 90 MPH 25. RISK CATEGORY = III RISK CATEGORY = III 26. WIND EXPOSURE = B WIND EXPOSURE = B 27. INTERNAL PRESSURE COEFFICIENT, GCpi = +/- 0.18 INTERNAL PRESSURE COEFFICIENT, GCpi = +/- 0.18 28. COMPONENTS AND CLADDING NET DESIGN WIND PRESSURE (PSF): COMPONENTS AND CLADDING NET DESIGN WIND PRESSURE (PSF): ZONE 1 2 3 4 5 1 2 3 4 5 2 3 4 5 3 4 5 4 5 5 P1 ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## P2 ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## 1603.1.5 EARTHQUAKE DESIGN DATA EARTHQUAKE DESIGN DATA 29. RISK CATEGORY = III RISK CATEGORY = III 30. SEISMIC IMPORTANCE FACTOR, Ie = 1.25 SEISMIC IMPORTANCE FACTOR, Ie = 1.25 Ie = 1.25 31. MAPPED SPECTRAL RESPONSE ACCELERATION, Ss = 0.071g and S1 = MAPPED SPECTRAL RESPONSE ACCELERATION, Ss = 0.071g and S1 = Ss = 0.071g and S1 = 0.018g 32. SITE CLASS = D SITE CLASS = D 33. SPECTRAL RESPONSE COEFFICIENTS, S = 0.073g and S = 0.029g SPECTRAL RESPONSE COEFFICIENTS, S = 0.073g and S = 0.029g DS = 0.073g and S = 0.029g D1 = 0.029g 34. SEISMIC DESIGN CATEGORY = A SEISMIC DESIGN CATEGORY = A 35. BASIC SEISMIC FORCE RESISTING SYSTEM(S) = ### BASIC SEISMIC FORCE RESISTING SYSTEM(S) = ### 36. DESIGN BASE SHEAR, V = ### DESIGN BASE SHEAR, V = ### 37. SEISMIC RESPONSE COEFFICIENT(S), Cs = SEISMIC RESPONSE COEFFICIENT(S), Cs = 38. RESPONSE MODIFICATION FACTOR(S), R = RESPONSE MODIFICATION FACTOR(S), R = 39. ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE 1603.1.6 GEOTECHNICAL INFORMATION:ALLOWABLE SOIL BEARING CAPACITY = 3,000 PSF TOTAL LOAD ON SELECT FILL

AutoCAD SHX Text CAST-IN-PLACE CONCRETE 1. THE LATEST EDITION OF THE FOLLOWING ACI STANDARDS APPLY: THE LATEST EDITION OF THE FOLLOWING ACI STANDARDS APPLY: ACI 318 (CODE) ACI 304 (PLACING) ACI 304 (PLACING) ACI 306 (WINTER CONCRETING) ACI 315 (DETAILING) ACI 315 (DETAILING) ACI 305 (HOT WEATHER CONRETING) ACI 347 (FORMWORK) ACI 347 (FORMWORK) ACI 211.1 (MIX PROPORTIONING) ACI 301 (SPECIFICATIONS) ACI 301 (SPECIFICATIONS) 2. ALL CONCRETE SHALL BE NORMAL WEIGHT (148 PCF DRY DENSITY, MIN.) AND SHALL ALL CONCRETE SHALL BE NORMAL WEIGHT (148 PCF DRY DENSITY, MIN.) AND SHALL MEET THE FOLLOWING CRITERIA: 28-DAY COMPRESSIVE STRENGTH (PSI) 4500 (U.N.O.) 4500 (U.N.O.) AGGREGATE MAX. SIZE 3/4" 3/4" MAXIMUM WATER/CEMENT RATIO 0.45 0.45 SLUMP RANGE (IN) 3-5 3-5 3. CONCRETE SLUMP IS TAKEN AT POINT OF PLACEMENT INTO STRUCTURE CONCRETE SLUMP IS TAKEN AT POINT OF PLACEMENT INTO STRUCTURE 4. A CONCRETE MIX DESIGN FOR EACH UNIQUE COMBINATION OF STRENGTH, COARSE A CONCRETE MIX DESIGN FOR EACH UNIQUE COMBINATION OF STRENGTH, COARSE AGGREGATE GRADATION AND WATER CEMENT RATIO SPECIFIED SHALL BE PREPARED BY THE SUPPLIER OR AN INDEPENDENT TESTING LABORATORY AND BE SUBMITTED FOR REVIEW PRIOR TO CASTING ANY CONCRETE. MIXES THAT WILL BE TRANSPORTED AT THE AT THE PROJECT SITE BY PUMPING SHALL BE SPECIFICALLY DESIGNED FOR PUMPING. 5. SLABS ON GRADE: UNLESS NOTED OTHERWISE, CONCRETE SLABS ON GRADE SHALL SLABS ON GRADE: UNLESS NOTED OTHERWISE, CONCRETE SLABS ON GRADE SHALL BE A MINIMUM OF 4" THICK, REINFORCED WITH 6X6 W1.4 X W1.4 WWF PLACED 1-1/2" CLEAR FROM THE TOP OF THE SLAB. SLABS SHALL BE PLACED OVER PROPERLY COMPACTED EARTH. 6. CONCRETE FORMWORK SHALL BE IN COMPLIANCE WITH PRIMARY CODES AND CONCRETE FORMWORK SHALL BE IN COMPLIANCE WITH PRIMARY CODES AND SPCIFICATIONS. 7. ALL FORMWORK SHALL BE DESIGNED, ERECTED, SUPPORTED, BRACED AND ALL FORMWORK SHALL BE DESIGNED, ERECTED, SUPPORTED, BRACED AND MAINTAINED ACCORDING TO ACI 347, RECOMMENDED STANDARD PRACTICE FOR CONCRETE FORMWORK. 8. THE DESIGN, CONSTRUCTION, AND SAFETY OF ALL FORMWORK SHALL BE THE THE DESIGN, CONSTRUCTION, AND SAFETY OF ALL FORMWORK SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL FORMS, SHORES, BACKSHORES, FALSEWORK, BRACING, AND OTHER TEMPORARY SUPPORTS SHALL BE ENGINEERED TO SUPPORT ALL LOADS IMPOSED INCLUDING THE WET WEIGHT OF CONCRETE, CONSTRUCTION EQUIPMENT, LIVE LOADS, LATERAL LOADS DUE TO WIND AND WET CONCRETE IMBALANCE. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS. 9. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED WHERE SHOWN ON THESE ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED WHERE SHOWN ON THESE PLANS. 10. PENETRATIONS SHALL NOT BE PERMITTED IN ANY STRUCTURAL MEMBERS OTHER PENETRATIONS SHALL NOT BE PERMITTED IN ANY STRUCTURAL MEMBERS OTHER THAN THOSE SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS WITHOUT THE WRITTEN REVIEW OF THE STRUCTURAL ENGINEER OF RECORD. THE CONTRACTOR SHALL SUBMIT DRAWINGS TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW INDICATING ANY CONCENTRATION OF PIPES, OPENINGS OR PENETRATIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS PRIOR TO CONCRETE POURS.

AutoCAD SHX Text REINFORCING STEEL 1. REINFORCING STEEL: ASTM A 615, GRADE 60. REINFORCING STEEL: ASTM A 615, GRADE 60. 2. WELDED WIRE FABRIC: ASTM A 185 (FLAT SHEETS), MINIMUM YIELD WELDED WIRE FABRIC: ASTM A 185 (FLAT SHEETS), MINIMUM YIELD STRENGTH OF 70,000 PSI. 3. MINIMUM REINFORCING STEEL CLEAR COVER (U. N. O.): MINIMUM REINFORCING STEEL CLEAR COVER (U. N. O.): CONCRETE CAST DIRECTLY AGAINST EARTH 3" INTERIOR SLABS 1" INTERIOR BEAMS 1-1/2" TO TIES SLABS ON GRADE 1-1/2" FROM TOP 4. CONTRACTOR SHALL NOTIFY CIVIL ENGINEERING CONSULTANTS TO OBSERVE CONTRACTOR SHALL NOTIFY CIVIL ENGINEERING CONSULTANTS TO OBSERVE THE FINAL PLACEMENT OF REINFORCEMENT PRIOR TO A CONCRETE POUR. THE CONTRACTOR SHALL SCHEDULE SAID CONCRETE POURS AFTER AN OBSERVATION HAS OCCURRED. SAID OBSERVATION BY NO MEANS TRANSFER ANY CONTROL, CHARGE, OR RESPONSIBILITY TO CIVIL ENGINEERING CONSULTANTS. THE CONTRACTOR SHALL REMAIN RESPONSIBLE FOR COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS TO THE ENGINEER BEFORE ANY REBAR OBSERVATIONS: (A) COMPACTION REPORTS OF SUBGRADE AND SUBSEQUENT LIFTS COMPACTION REPORTS OF SUBGRADE AND SUBSEQUENT LIFTS PERFORMED BY AN APPROVED TESTING LABORATORY (B) COMPACTION AND INSPECTION REPORTS BY AN APPROVED COMPACTION AND INSPECTION REPORTS BY AN APPROVED TESTING LABORATORY FOR THE BACKFILLING OF TRENCHES OF PLUMBING OR ELECTRICAL LINES. ** FAILING TO PROVIDE COMPACTION REPORTS WILL VOID ANY FAILING TO PROVIDE COMPACTION REPORTS WILL VOID ANY WARRANTIES AND/OR LIABILITIES DESCRIBED IN THESE PLANS AND OR PROPOSAL-AGREEMENT BETWEEN OWNER/CONTRACTOR AND CIVIL ENGINEERING CONSULTANTS. 5. WHERE REINFORCING BARS ARE NOTED AS CONTINUOUS, BAR RUNS SHALL WHERE REINFORCING BARS ARE NOTED AS CONTINUOUS, BAR RUNS SHALL BE A STANDARD HOOK UNLESS NOTED OTHERWISE. 6. WHERE SPLICE LENGTHS ARE NOT SPECIFIED, USE 48 BAR DIAMETERS IN WHERE SPLICE LENGTHS ARE NOT SPECIFIED, USE 48 BAR DIAMETERS IN MASONRY AND 40 BAR DIAMETERS IN CAST CONCRETE. 7. REINFORCING STEEL SHALL NOT BE TACK WELDED. WELDED REINFORCING REINFORCING STEEL SHALL NOT BE TACK WELDED. WELDED REINFORCING STEEL SPLICES ARE NOT PERMITTED. 8. LAP ALL WELDED WIRE FABRIC A MINIMUM DISTANCE OF ONE CROSS WIRE LAP ALL WELDED WIRE FABRIC A MINIMUM DISTANCE OF ONE CROSS WIRE SPACING PLUS 2 INCHES. 9. ALL REINFORCING STEEL SHALL BE SUPPORTED ON STANDARD ALL REINFORCING STEEL SHALL BE SUPPORTED ON STANDARD ACCESSORIES, HELD RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED AGAINST DISPLACEMENT BEFORE AND DURING PLACEMENT OF CONCRETE. SUPPORTING ACCESSORY LEGS THAT REST ON CONCRETE SURFACES THAT WILL BE EXPOSED IN THE FINISHED SURFACE SHALL BE FABRICATED OF STAINLESS STEEL. 10. DOWELS AND OTHER MISCELLANEOUS STEEL EMBEDDED ITEMS SHALL BE DOWELS AND OTHER MISCELLANEOUS STEEL EMBEDDED ITEMS SHALL BE LOCATED AND HELD IN SPECIFIED POSITION PRIOR TO PLACEMENT OF CONCRETE AND SHALL NOT BE PUSHED INTO CONCRETE FOLLOWING CONCRETE POUR.

AutoCAD SHX Text FOUNDATIONS 1. THE FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL THE FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL ENGINEERING REPORT "#REPORT NAME#", PROVIDED BY #GEOTECHNICAL "#REPORT NAME#", PROVIDED BY #GEOTECHNICAL #REPORT NAME#", PROVIDED BY #GEOTECHNICAL ", PROVIDED BY #GEOTECHNICAL , PROVIDED BY #GEOTECHNICAL #GEOTECHNICAL LAB#, DATED #DATE#. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS , DATED #DATE#. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS #DATE#. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS . CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS SPECIFIED BY SAID REPORT. IF A CONFLICT EXISTS BETWEEN THE GEOTECHNICAL ENGINEERING REPORT AND THESE PLANS, THE STRICTEST REQUIREMENT SHALL GOVERN. 2. STRIP VEGETATION AND LOOSE TOPSOIL, IF ANY, CONTAINING STRIP VEGETATION AND LOOSE TOPSOIL, IF ANY, CONTAINING SIGNIFICANT ORGANIC MATERIAL FROM THE PROPOSED CONSTRUCTION AREA PRIOR TO BUILD ANY FOUNDATION OR INSTALLATION OF BASE MATERIAL. 3. THE EXPOSED SUBGRADE SHOULD THEN BE PROOF ROLLED WITH A THE EXPOSED SUBGRADE SHOULD THEN BE PROOF ROLLED WITH A LOADED HEAVY EARTHWORK PIECE OF MACHINERY SUCH AS A MOTORIZED ARTICULATED SCRAPER OR DUMP TRUCK TO DETECT SOFT OR LOOSE ZONES, FOLLOWED BY PROPER SOIL REPLACEMENT, AS NECESSARY TO ACHIEVE THE DESIRED FINAL GRADE ELEVATIONS. 4. THE SUBGRADE SHOULD THEN BE SCARIFIED TO AT LEAST 8" INCHES; THE SUBGRADE SHOULD THEN BE SCARIFIED TO AT LEAST 8" INCHES; MOISTURE CONDITIONED BETWEEN MINUS (-2) TO PLUS THREE (+3) PERCENTAGE POINTS OF THE OPTIMUM MOISTURE AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-698 (STANDARD PROCTOR) 5. STRUCTURAL FILL MAY CONSIST OF INROGANIC SILTY CLAYS OR SANDY STRUCTURAL FILL MAY CONSIST OF INROGANIC SILTY CLAYS OR SANDY CLAYS WITH A LIQUID LIMIT OF LESS THAN 35 AND PLASTICITY INDEX (PI) BETWEEN SEVEN (7) AND SIXTEEN (16). THE FILL SHOULD BE PLACED IN COMPACTED LIFTS NOT TO EXCEED SIX (6) INCHES IN THICKNESS, MOISTURE CONDITIONED BETWEEN MINUS TWO (-2) TO PLUS THREE (+3) PERCENTAGE POINTS OF THE OPTIMUM MOISTURE AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-698 (STANDARD PROCTOR). 6. THE OWNER SHALL HIRE A SOILS ENGINEER TO OBSERVE, CONTROL THE OWNER SHALL HIRE A SOILS ENGINEER TO OBSERVE, CONTROL AND PROVIDE WRITTEN APPROVAL OF THE SUBGRADE PREPARATION, FILL MATERIALS, METHOD OF PLACEMENT AND COMPACTION.

AutoCAD SHX Text SUBMITTALS 1. ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL. SUBMITTAL WITHOUT CONTRACTOR REVIEW WILL RESULT IN DELAYS. THE CONTRACTOR SHALL CONFIRM THAT SHOP DRAWINGS HAVE BEEN COMPLETED AND CHECKED BY THE SUPPLIER PRIOR TO SUBMISSION. 2. CONTRACTOR IS TO PROVIDE 1 REPRODUCIBLE AND 2 COPIES CONTRACTOR IS TO PROVIDE 1 REPRODUCIBLE AND 2 COPIES OF SHOP DRAWINGS. THE 2 COPIES WILL BE RETAINED BY THE ENGINEER AND THE REPRODUCIBLE WILL BE RETURNED TO THE CONTRACTOR. ADDITIONAL COPIES WILL BE RETURNED UNMARKED. CONTRACTOR SHALL MAKE ANY OTHER ADDITIONAL REQUIRED COPIES FROM THE MARKED-UP REPRODUCIBLES. PREFERRED ALTERNATE: PROVIDE ELECTRONIC COPIES (PDF) OF CONTRACTOR REVIEWED AND STAMPED SHOP DRAWINGS FOR REVIEW AND PROCESSING. 3. SHOP DRAWING SUBMITTAL REQUIREMENTS SHALL BE IN SHOP DRAWING SUBMITTAL REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE STRUCTURAL SPECIFICATIONS. CHANGES OR ADDITIONS MADE ON RESUBMITTED SHOP DRAWINGS SHALL BE CLEARLY INDICATED, AND THE PURPOSE OF THE RESUBMITTAL SHALL BE NOTED ON THE TRANSMITTAL. REVIEW OF RESUBMITTED SHOP DRAWINGS SHALL BE LIMITED SPECIFICALLY TO THE ITEMS NOTED FOR CORRECTION ON THE PREVIOUS SUBMITTAL. 4. THE GENERAL CONTRACTOR SHALL SUBMIT FOR STRUCTURAL THE GENERAL CONTRACTOR SHALL SUBMIT FOR STRUCTURAL ENGINEER REVIEW SHOP DRAWINGS FOR THE FOLLOWING ITEMS: CONCRETE MIX DESIGNS REINFORCING STEEL STRUCTURAL STEEL. 5. THE NOTATIONS FOLLOWING SUBMITTAL ITEMS INDICATE THE THE NOTATIONS FOLLOWING SUBMITTAL ITEMS INDICATE THE FOLLOWING: (a) CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF TEXAS. (b) INCLUDE A CERTIFICATE OF COMPLIANCE WITH CONTRACT DOCUMENTS SIGNED AND SEALED BY THE PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF TEXAS RESPONSIBLE FOR THE DESIGN. (c) SUBMIT ONE COPY FOR INFORMATION AND RECORD ONLY. 6. MANUFACTURER'S LITERATURE: SUBMIT TWO COPIES OF MANUFACTURER'S LITERATURE: SUBMIT TWO COPIES OF MANUFACTURER'S LITERATURE FOR ALL MATERIALS AND PRODUCTS USED IN CONSTRUCTION ON THE PROJECT. 7. THE ENGINEER'S REVIEW OF SHOP DRAWINGS IS FOR GENERAL THE ENGINEER'S REVIEW OF SHOP DRAWINGS IS FOR GENERAL CONFORMANCE OF THE DESIGN CONCEPT. CONTRACTOR SHALL SUBMIT A SCHEDULE OF SHOP DRAWING SUBMITTALS THAT IS ACCEPTABLE TO BOTH CONTRACTOR AND ENGINEER. AFTER THE CONTRACTOR HAS REVIEWED THE SHOP DRAWINGS, PROMPT REVIEW BY THE ENGINEER WILL BE MADE OF ALL SUBMITTALS. FOR LARGE SUBMITTALS, REASONABLE REVIEW TIME SHALL BE ALLOWED AND MAY EXCEED TWO WEEKS. THE CONCURRENT SUBMITTAL OF MULTIPLE SHOP DRAWINGS ("DUMPING") WILL FURTHER EXTEND THE REVIEW PROCESS AND TIME FRAME NECESSARY TO PROPERLY REVIEW EACH SUBMITTAL. 8. REPRODUCTION OF THESE CONTRACT DOCUMENTS BY ANYONE REPRODUCTION OF THESE CONTRACT DOCUMENTS BY ANYONE FOR USE IN SHOP DRAWINGS SHALL SIGNIFY THEIR ACCEPTANCE OF ALL INFORMATION SHOWN AS BEING CORRECT. STRUCTURAL ENGINEERS GROUP, INC. SHALL BE INDEMNIFIED AND HELD HARMLESS FROM ALL CLAIMS, DAMAGES, LOSSES, EXPENSES OR LIABILITIES OF ANY KIND, INCLUDING ATTORNEYS FEES. THE CONTRACTOR IS RESPONSIBLE FOR PROPER CHECKING AND COORDINATING OF DETAILS, DIMENSIONS, SIZES AND QUANTITIES AS REQUIRED TO FACILITATE COMPLETE AND ACCURATE FABRICATION AND ERECTION.

AutoCAD SHX Text POST-INSTALLED ANCHORS 1. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD (EOR) PRIOR TO USING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED ANCHORS. 2. CARE SHALL BE GIVEN TO AVOID CONFLICTS WITH EXISTING CARE SHALL BE GIVEN TO AVOID CONFLICTS WITH EXISTING REINFORCING WHEN DRILLING HOLES SHALL BE DRILLED AND CLEANED PER THE MANUFACTURER'S INSTRUCTIONS. ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCES AND/OR SPACINGS INDICATED IN THE MANUFACTURER'S LITERATURE. 3. SPECIAL INSPECTION SHALL BE PROVIDED FOR ALL ADHESIVE AND SPECIAL INSPECTION SHALL BE PROVIDED FOR ALL ADHESIVE AND MECHANICAL ANCHOR INSTALLATIONS AS REQUIRED BY THE ENGINEER OR RECORD. INDEPENDENT ON-SITE PROOF LOAD TESTING SHALL BE PERFORMED AS REQUIRED BY THE ENGINEER OF RECORD. CONTACT ENGINEER OF RECORD FOR NUMBER OF ANCHORS REQUIRED TO BE TESTED AND REQUIRED PROOF LOAD MAGNITUDE.

AutoCAD SHX Text REINFORCEMENT LAP SPLICE AND EMBEDMENT 1. REINFORCEMENT TENSION LAPS AND EMBEDMENT LENGTHS REINFORCEMENT TENSION LAPS AND EMBEDMENT LENGTHS CALCULATED USING ACI-14 SECTION 25.4. 2. USE CLASS A LAP SPLICE IF LESS THAN 50% OF USE CLASS A LAP SPLICE IF LESS THAN 50% OF CONTINUOUS REINFORCEMENT IS SPLICED WITHIN A LENGTH EQUIVALENT TO THE REQUIRED LAP LENGTH OR IF TWICE THE AMOUNT OF CONTINUOUS REINFORCEMENT IS PROVIDED. USE CLASS B LAP SPLICE LENGTHS FOR OTHER SCENARIOS. 3. FOR LIGHTWEIGHT CONCRETE, MULTIPLY LENGTHS BY 1.4. FOR LIGHTWEIGHT CONCRETE, MULTIPLY LENGTHS BY 1.4. 4. FOR EPOXY-COATED BARS, MULTIPLY LENGTHS BY 1.5. FOR EPOXY-COATED BARS, MULTIPLY LENGTHS BY 1.5. 5. USE CASE 1 IF CLEAR SPACING OF BARS OR WIRES BEING USE CASE 1 IF CLEAR SPACING OF BARS OR WIRES BEING DEVELOPED OR LAP SPLICED IS AT LEAST 2db AND LEAR COVER AT LEAST db. USE CASE 2 FOR OTHER SCENARIOS. 6. FOR 4000 PSI CONCRETE, MULTIPLY LENGTHS BY 0.85.FOR 4000 PSI CONCRETE, MULTIPLY LENGTHS BY 0.85.

AutoCAD SHX Text STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL SHALL MEET THE FOLLOWING ALL STRUCTURAL STEEL SHALL MEET THE FOLLOWING MATERIAL REQUIREMENTS 1.1. W- SECTIONS ASTM-A992 W- SECTIONS ASTM-A992 ASTM-A992 1.2. HSS SECTIONS ASTM-A500 HSS SECTIONS ASTM-A500 ASTM-A500 1.3. PLATES ASTM-A36 PLATES ASTM-A36 ASTM-A36 1.4. WELDING E70XX SERIES WELDING E70XX SERIES E70XX SERIES 2. WELDING PERSONNEL AND PROCEDURES SHALL BE BE WELDING PERSONNEL AND PROCEDURES SHALL BE BE QUALIFIED PER AWS D1.1. 3. UNLESS SPECIFICALLY SHOWN OTHERWISE, DESIGN, UNLESS SPECIFICALLY SHOWN OTHERWISE, DESIGN, FABRICATION AND ERECTION TO BE GOVERNED BY THE FOLLOWING STANDARDS: 3.1. AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS LATEST EDITION. 3.2. AISC CODE OF STANDARD PRACTICE LATEST EDITION. AISC CODE OF STANDARD PRACTICE LATEST EDITION. 3.3. STRUCTURAL WELDING CODE, AWS D1.1-88 OF THE STRUCTURAL WELDING CODE, AWS D1.1-88 OF THE AMERICAN WELDING SOCIETY. 3.4. SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS 4. CONNECTIONS BY FABRICATOR(S) SHALL COMPLY THE CONNECTIONS BY FABRICATOR(S) SHALL COMPLY THE FOLLOWING: 4.1. CONNECTIONS TO BE DESIGNED BY FABRICATOR TO CONNECTIONS TO BE DESIGNED BY FABRICATOR TO DEVELOP FULL STRENGTH OF ADJOINING MEMBERS. FIELD CONNECTIONS SHALL BE DESIGNED TO BE BOLTED. SHOP CONNECTIONS MAY WELDED OR BOLTED. 4.2. FULL PENETRATION AND PARTIAL PENETRATION FIELD FULL PENETRATION AND PARTIAL PENETRATION FIELD WELDS IN MATERIAL OVER INCH THICK SHALL BE 516 INCH THICK SHALL BE SUBJECT TO NON-DESTRUCTIVE TESTING (OTHER THAN VISUAL INSPECTION) BY AN INDEPENDENT LABORATORY. 4.3. ALL BOLTS IN BRACED FRAMES AND BOLTS IN SHEAR ALL BOLTS IN BRACED FRAMES AND BOLTS IN SHEAR CONNECTIONS USED IN CONJUNCTION WITH FULL PENETRATION FLANGE WELDS SHALL BE SLIP CRITICAL BOLTED CONNECTIONS. 5. FABRICATOR(S) SHALL PAINT ALL STEEL WHICH WILL BE FABRICATOR(S) SHALL PAINT ALL STEEL WHICH WILL BE VISIBLY EXPOSED. DO NOT PAINT ANY STEEL THAT WILL BE CONCEALED FROM VIEW. 6. CONTRACTOR SHALL ENSURE THAT ALL EXTERIOR STEEL CONTRACTOR SHALL ENSURE THAT ALL EXTERIOR STEEL ELEMENTS ARE GALVANIZED. THIS SHALL INCLUDE ALL SELF ANGLES, LINTELS AND ANY OTHER EXPOSED STEEL ELEMENTS. PROVIDE HOLES FOR OTHERS. IF OPENING IS NOT SHOWN ONT EH STRUCTURAL DRAWINGS, OBTAIN PRIOR APPROVAL. 7. WHERE STEEL MEMBERS DIRECTLY SUPPORT MECHANICAL WHERE STEEL MEMBERS DIRECTLY SUPPORT MECHANICAL EQUIPMENT, CONTRACTOR SHALL MAKE NECESSARY SIZE AND LOCATION ADJUSTMENTS TO MEMBERS TO ENSURE A PROPER CONNECTION. COORDINATE MEMBER ADJUSTMENTS WITH ENGINEER. 8. PROVIDE NON-SHRINK GROUT UNDER BEARING PLATES, PROVIDE NON-SHRINK GROUT UNDER BEARING PLATES, BASE PLATES AND SETTING PLATES. 9. WHERE CONCRETE ENCASES STRUCTURAL STEEL, 3" WHERE CONCRETE ENCASES STRUCTURAL STEEL, 3" MINIMUM OF CONCRETE COVER SHALL BE PROVIDED.

AutoCAD SHX Text COLD-FORMED STEEL FRAMING (STUD WALLS) 1. ALL COLD-FORMED STEEL FRAMING SHALL MEET THE ALL COLD-FORMED STEEL FRAMING SHALL MEET THE FOLLOWING REQUIREMENTS: : 1.1. STUDS/TRACKS: 16 & 18 GAUGE STUDS - ASTM A446 GR. STUDS/TRACKS: 16 & 18 GAUGE STUDS - ASTM A446 GR. D, FY = 50 KSI 1.2. STUDS/TRACKS: 20 GAUGE STUDS STUDS/TRACKS: 20 GAUGE STUDS rcastro1 Snapshot

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DOREL DR.

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DICKY LN

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DICKY LN

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EX. 5FT SIDEWALK

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EX. METAL SHADE STRUCTURE

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CITY OF LAREDO - CITY HALL ANNEX - UTILITIES DEPARTMENT

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EX. 5FT SIDEWALK

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EX. CONCRETE PAD

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EX. CONCRETE DRIVEWAY

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EX. ASPHALT PARKING LOT

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EX. FENCE

AutoCAD SHX Text EX. 20' x 8' MOBILE OFFICE TRAILER

AutoCAD SHX Text 20.0'

AutoCAD SHX Text 8.0'

AutoCAD SHX Text 14.47'

AutoCAD SHX Text 9.03'

AutoCAD SHX Text 46.27'

AutoCAD SHX Text 27.30'

AutoCAD SHX Text

EX. ELECTRICAL SERVICE PANEL BOX

AutoCAD SHX Text

SLOPE

SLOPE

EN*INEERIN*

DEPARTBENT

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DRAwN BYʌ RʒCʒ C.ECKED BYʌ *ʒPʒSʒ APPROtED BYʌ *ʒPʒSʒ

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AutoCAD SHX Text

DOREL DR.

AutoCAD SHX Text

DICKY LN

AutoCAD SHX Text

DICKY LN

AutoCAD SHX Text

EX. 5FT SIDEWALK

AutoCAD SHX Text

EX. METAL SHADE STRUCTURE

AutoCAD SHX Text

CITY OF LAREDO - CITY HALL ANNEX - UTILITIES DEPARTMENT

AutoCAD SHX Text

EX. 5FT SIDEWALK

AutoCAD SHX Text

EX. CONCRETE PAD

AutoCAD SHX Text

EX. CONCRETE DRIVEWAY

AutoCAD SHX Text

EX. ASPHALT PARKING LOT

AutoCAD SHX Text

EX. FENCE

AutoCAD SHX Text EX. 20' x 8' MOBILE OFFICE TRAILER

AutoCAD SHX Text 20.0'

AutoCAD SHX Text 8.0'

AutoCAD SHX Text 14.47'

AutoCAD SHX Text 9.03'

AutoCAD SHX Text 46.27'

AutoCAD SHX Text 27.30'

AutoCAD SHX Text

EX. ELECTRICAL SERVICE PANEL BOX

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

PROPOSED 80' X 100' METAL SHADE STRUCTURE

AutoCAD SHX Text 80.0'

AutoCAD SHX Text 100.0'

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

SLOPE

SLOPE

EC*ICEERIC*

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CORNER DETAIL (BY-PASS MAIN END FRAME) ("R" PANEL)GUTTER TO RAKE DETAIL

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DOWNSPOUT DETAIL

SPLASH BLOCK DETAIL

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