NEW MEXICO STATE UNIVERSITY › wp-content › uploads › ...w sas gas tel fo uge ohe. 800.877.5332. dial 811 or1-800-321-alert. 20190416. preliminarydesign. trh trh abc abc

MARCH

2019

ESPINA TUNNEL REPAIR

NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

FINAL REVIEW DOCUMENTS - NOT FOR CONSTRUCTION

SHEET INDEX

1 G1 COVER SHEET, OVERALL MAP

# DWG DESCRIPTION

3 C1 CIVIL SITE PLAN

2 G2 CIVIL AND STRUCTURAL NOTES

OVERALL ESPINA TUNNEL REPLACEMENT PLAN

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5 S1 STRUCTURAL DETAILS

AutoCAD SHX TextSCIENCE

AutoCAD SHX TextANIMAL

AutoCAD SHX TextGERALD THOMAS HALL

AutoCAD SHX TextFACILITY

AutoCAD SHX TextCO-GEN

AutoCAD SHX TextBARN

AutoCAD SHX TextJUDGING

AutoCAD SHX TextGODDARD HALL

AutoCAD SHX TextTHOMAS & BROWN

AutoCAD SHX TextJETT HALL

AutoCAD SHX TextHEATING PLANT

AutoCAD SHX TextCENTRAL

AutoCAD SHX TextWALDEN

AutoCAD SHX TextCOMPLEX III

AutoCAD SHX Text(CLINTON P. ANDERSON BLDG)

AutoCAD SHX TextPHYSICAL SCIENCE LAB.

AutoCAD SHX TextHERNANDEZ

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AutoCAD SHX TextNEALE HALL

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AutoCAD SHX TextENGINEERING

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AutoCAD SHX TextWOOTEN HALL

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AutoCAD SHX TextSAS MH#1060 RIM: 3891.79 CONDITION: DID NOT OPEN LID DIA: 24"

AutoCAD SHX Text7.5'H x 0.3'W SIGN "YIELD HERE TO"

AutoCAD SHX Text5.0'H x 0.3'W SIGN "NO PARKING 24 HOUR TOW-AWAY"

AutoCAD SHX TextLight Pole Material: WOOD

AutoCAD SHX TextCOVER SHEET

AutoCAD SHX TextBHI PROJECT NO.

AutoCAD SHX TextNOTICE OF EXTENDED PAYMENT PROVISION: THIS CONTRACT ALLOWS THE OWNERS TO MAKE PAYMENT WITHIN 45 DAYS AFTER SUBMISSION OF AN UNDISPUTED REQUEST FOR PAYMENT

AutoCAD SHX TextSHEET OF

AutoCAD SHX TextDWG NO.

AutoCAD SHX TextESPINA TUNNEL REPAIR


AutoCAD SHX Text5

AutoCAD SHX TextG1

AutoCAD SHX Text1

AutoCAD SHX TextNEW MEXICO STATE UNIVERSITY

AutoCAD SHX Text--

AutoCAD SHX Text1

AutoCAD SHX TextSCALE: 1"=100'

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COVER SHEET

ESPINA TUNNEL REPAIR, FY 19



5 G1 1


AutoCAD SHX TextGENERAL STRUCTURAL NOTES

AutoCAD SHX TextCAST-IN-PLACE CONCRETE

AutoCAD SHX TextGENERAL NOTES

AutoCAD SHX TextDESIGN CRITERIA

AutoCAD SHX TextGRAVITY LOADS: SIDEWALK ROOF LIVE LOAD = 250 PSF = 250 PSF = 250 PSF VEHICLE LIVE LOAD, HS20= 32K AXLE, 16K WHEEL 6' APART = 32K AXLE, 16K WHEEL 6' APART DESIGN SOIL PROPERTIES: EQUIVALENT FLUID PRESSURE - AT REST= 60 PSF/FT = 60 PSF/FT SOIL DENSITY= 120 PCF = 120 PCF

AutoCAD SHX TextCODES AND MANUALS

AutoCAD SHX TextINTERNATIONAL BUILDING CODE, 2015 EDITION BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-08 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-05

AutoCAD SHX TextTHE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, INTERIOR AND EXTERIOR UTILITIES DURING CONSTRUCTION, AS WELL AS WORKER SAFETY AND COMPLIANCE WITH OSHA OR OTHER AGENCY SAFETY GUIDELINES. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY UTILIY SUPPORTS, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON TUNNEL FLOORS OR ROOF. CONSTRUCTION AND VEHICLE LOADS SHALL NOT EXCEED THE DESIGN LOADS SHOWN ON THIS DRAWING. THE DESIGN VEHICLE LOAD AND DESIGN DISTRIBUTED LOAD MAY NOT BE SIMULTANEOUS. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. CONTRACTOR MAY NOT STOCKPILE SOILS, STORE EQUIPMENT OR MATERIALS, OR DRIVE ON EXISTING TUNNELS IN A MANNER THAT EXCEEDS THE DESIGN LIVE LOAD OF THE TUNNEL LISTED ON THESE NOTES. NOTCHING OR CUTTING OF ANY STRUCTURAL MEMBER INCLUDING EXISTING UTILITY SUPPORTS IN THE FIELD IS PROHIBITED. REMOVAL OF FORMS AND SHORING SHALL BE IN ACCORDANCE WITH ACI 347. SHOP DRAWINGS SHALL BE REVIEWED PRIOR TO FABRICATION OR ERECTION. THE CONTRACTOR SHALL REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE ENGINEER FOR REVIEW. POORLY EXECUTED SHOP DRAWINGS WILL BE REJECTED AND SHALL BE RESUBMITTED.

AutoCAD SHX TextALL EXPOSED EDGES OF CONCRETE SHALL HAVE A " CHAMFER UNLESS NOTED OTHERWISE. 34" CHAMFER UNLESS NOTED OTHERWISE. NORMAL WEIGHT CONCRETE: 4000 PSI @ 28 DAYS (AIR ENTRAINED) U.N.O. MAXIMUM WATER/CEMENT RATIO: 0.50 MAXIMUM SLUMP: 4" CONCRETE TEMPERATURE RANGE AT PLACEMENT: 50°F MINIMUM, 85°F MAXIMUMAIR CONTENT: 3% TO 6% BY VOLUME THE CONTRACTOR SHALL NOT CAST FOUNDATIONS, STEM WALLS OR RETAINING WALLS AGAINST EXCAVATED VERTICAL SIDE SURFACES WITHOUT PRIOR APPROVAL. DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI CODES AND REPORTS 301, 318, AND 530. THE CONTRACTOR SHALL EMPLOY BEST INDUSTRY PRACTICES, INCLUDING PLACEMENT AND USE OF CONSTRUCTION JOINTS AND APPROPRIATE SIZED TREMIE TO PREVENT CONCRETE SEGREGATION AND COLD JOINTS DURING PLACEMENT. FRESH CONCRETE SHALL NOT FREE-FALL GREATER THAN 5 FEET AND NOT MORE THAN 30 MINUTES SHALL PASS BETWEEN PLACEMENT OF ADJACENT LAYERS OF CONCRETE WITHIN EACH SECTION UNLESS SPECIFIED SET-RETARDING ADMIXTURE IS USED IN CONCRETE. PROVIDE CRYSTALLINE WATERPROOFING ADMIXTURE PER SPEC. 07160 TO CONCRETE USED FOR TUNNEL ROOF AND WALL REPLACEMENT. TUNNEL MAY BE BACKFILLED UP TO THE ROOF LEVEL WHEN BOTH THE WALLS AND THE ROOF HAVE REACHED 75% OF THEIR DESIGN STRENGTH. SOIL AND EQUIPMENT MAY NOT BE PLACED OVER THE TUNNEL UNTIL BOTH THE WALLS AND THE ROOF HAVE REACHED THEIR FULL DESIGN STRENGTH.

AutoCAD SHX TextALL REINFORCING STEEL SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2009 REQUIREMENTS AND THE DETAILING OF CONCRETE REINFORCEMENT MANUAL (ACI 315-99). ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60; EXCEPT STIRRUPS, TIES AND FIELD-BENT BARS MAY CONFORM TO ASTM A615 GRADE 40. WHERE LAP SPLICES IN REINFORCING OCCUR, THE MINIMUM LAP SHALL BE MADE AS FOLLOWS UNLESS NOTED OTHERWISE ON DRAWINGS:

AutoCAD SHX TextREINFORCING STEEL

AutoCAD SHX TextTEMPORARY SHORING, UTILITY BRACING, AND STORMWATER PROTECTION

AutoCAD SHX TextTHE EXISTING TUNNEL WALLS SHALL BE BRACED AT TOP DURING REMOVAL AND REPLACEMENT OF TUNNEL ROOF SECTIONS. BRACING OF STRUCTURE AND INTERIOR UTILITIES SHALL BE FURNISHED, PLACED, MAINTAINED AND REMOVED BY THE CONTRACTOR. THE BRACING SHALL BE ADEQUATE TO SUPPORT THE WALL LOADS. EXISTING WALLS SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL EMPLOY THE SERVICES OF A P.E. REGISTERED IN THE STATE OF NEW MEXICO TO DESIGN TEMPORARY BRACING AND SHORING PER SPEC. 01050 AND 02151. ALL EXISTING UTILITIES AND CABLING INSIDE TUNNEL SHALL BE PROTECTED FROM DAMAGE FROM DEMOLITION, CONSTRUCTION OPERATIONS AND STORMWATER RUNOFF. UTILITIES SHALL BE LEFT IN SERVICE DURING CONSTRUCTION AS MUCH AS POSSIBLE. IF UTILITIES MUST BE SHUT OFF, A THREE WEEK NOTIFICATION SHALL BE PROVIDED TO THE OFFICE OF FACILITIES SERVICES. WHERE UTILITIES OR CABLES ARE ATTACHED TO EXISTING ROOF - DETACH AND TEMPORARILY SUPPORT DURING ROOF REMOVAL AND REPLACEMENT. REATTACH TO NEW ROOF AT COMPLETION OF CONSTRUCTION IN LIKE MANNER AS EXISTING. DAMAGE TO EXISTING UTILITIES AND THEIR INSULATION OR HOUSINGS CAUSED BY CONSTRUCTION OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. TUNNELS AND INTERIOR UTILITIES SHALL BE PROTECTED FROM STORMWATER. AND IRRIGATION WATER RUNOFF. EXCAVATED MATERIAL SHALL BE USED AS A TEMPORARY DAM ON THE UPSTREAM END OF THE OPENING TO DIRECT WATER AROUND THE TUNNEL WITHOUT INTERFERING OR ENDANGERING SURROUNDING STRUCTURES. CONTRACTOR SHALL PROVIDE MEANS TO PIPE WATER ACROSS THE TUNNEL WITHOUT ENTERING THE OPENING IF NECESSARY. IF RAIN IS FORCAST DURING CONSTRUCTION, OPENING SHALL BE COVERED WITH SHEETING TO PREVENT WATER ENTRY IN TUNNEL. ALL STORMWATER CONTROL SHALL BE KEPT WITHIN CONSTRUCTION FENCE. SPOILS AND BERMS SHALL BE WRAPPED IN GEOTEXTILE FABRIC AS NEEDED TO PREVENT SOIL FROM BEING WASHED OFF THE CONSTRUCTION SITE.

AutoCAD SHX TextBAR SUPPORTS AND SPACERS FOR REINFORCING AND WWM SHALL BE PROVIDED IN ACCORDANCE WITH ACI SP-66(4). CHAIRS WITH 22 GA. SAND PLATES OR PRECAST BLOCKS SHALL BE PROVIDED FOR ALL REINFORCING AND WWM IN CONCRETE IN CONTACT WITH GRADE. REINFORCING SHALL BE SECURELY TIED TO SUPPORTS. REINFORCING SHALL NOT BE TACK WELDED OR WELDED IN ANY MANNER UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL PLANS. REINFORCING SHALL BE STORED IN SUCH A MANNER AS TO INHIBIT RUSTING OR THE DEPOSIT OF OILS OR OTHER BOND INHIBITING DEPOSITS. GRADE 60 DOWELS SHALL NOT BE BENT IN THE FIELD AFTER PLACING. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ALL REBAR AND WWM IS PROPERLY ALIGNED AND TIED IN PLACE BEFORE PLACING CONCRETE. ALL COLUMNS, WALL DOWELS, AND VERTICAL STEEL SHALL BE ACCURATELY LOCATED AND SECURED IN PLACE SO THAT IT REMAINS IN THE POSITION SHOWN DURING THE CONCRETE PLACING OPERATION. ANY REBAR FOUND IMPROPERLY INSTALLED SHALL BE REMOVED AND REPLACED. ALL HORIZONTAL REINFORCING IN FOOTINGS, WALLS, AND BEAMS SHALL BE CONTINUOUS AROUND CORNERS OR HAVE CORNER BARS OF THE SAME SIZE AND SPACING AS THE HORIZONTAL BARS AND LAP A MINIMUM OF 30 BAR DIAMETERS OR 18 INCHES UNLESS OTHERWISE NOTED. CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: CONCRETE POURED AGAINST EARTH 3 INCHES 3 INCHES CONCRETE POURED IN FORMS BUT EXPOSED 2 INCHES 2 INCHES TO WEATHER, EARTH, OR WATER FORM TIES SHALL BE EITHER OF THE THREADED OR SNAP-OFF TYPE SO THAT NO METAL WILL BE LEFT WITHIN 1 INCH OF THE SURFACE OF THE WALL. FOLLOWING REMOVAL OF FORM TIES, RECESSES ARE TO BE CAREFULLY FILLED AND POINTED WITH MORTAR.

AutoCAD SHX TextBAR SIZE

AutoCAD SHX TextCLASS B LAP SPLICE TABLE

AutoCAD SHX TextLENGTH (IN)

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AutoCAD SHX TextEXTENTS OF REPAIR

AutoCAD SHX TextEXTENTS OF REPAIR SHOWN ON THE DRAWINGS ARE ESTIMATES. CONTRACTOR SHALL BE IN COMMUNICATION WITH THE ENGINEER DURING DEMOLITION OF EXISTING ROOF AND WALL TO ENSURE FULL EXTENT OF DEGRADED CONCRETE AND REINFORCEMENT IS REMOVED. DIFFERENCE IN LENGTHS SHOWN ON THE DRAWINGS TO LENGTHS ACTUALLY REMOVED AND REPLACED WILL BE CREDITED OR CHARGED TO THE OWNER ON A UNIT PRICE BASIS AS ESTABLISHED DURING THE BID.

AutoCAD SHX TextEXISTING UTILITIES AND DIMENSIONING

AutoCAD SHX TextTHE ENGINEER HAS UNDERTAKEN FIELD VERIFICATION OF THE LOCATION AND TYPE OF EXISTING UTILITY LINES OR PIPELINES TO THE EXTENT POSSIBLE FROM AVAILABLE RECORDS. NO SUB-SURFACE UTILITY ENGINEERING WAS PREFORMED FOR THIS PROJECT. PRIOR TO CONSTRUCTION, EXISTING UTILITY LINE LOCATIONS SHALL BE VERIFIED BY THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL REQUEST "NEW MEXICO ONE CALL" SERVICE (5) FIVE WORKING DAYS PRIOR TO COMMENCEMENT OF THE WORK N ACCORDANCE WITH STATE LAW. THE NEW MEXICO ONE CALL NUMBER IS 1-800-321-2537. THE CONTRACTOR SHALL EMPLOY STAFF TO PERFORM ALL UTILITY LOCATE TASKS DURING CONSTRUCTION WITHIN THE OWNER SITE PROPERTY. ALL COSTS AND COORDINATION EFFORTS ASSOCIATED WITH REPAIRS FOR ANY DAMAGE OCCURRING TO EXISTING UTILITIES AS A RESULT OF ACTIVITIES BEING PERFORMED BY THE CONTRACTOR, SHALL BE PROVIDED BY THE CONTRACTOR, WITH NO ADDITIONAL PAYMENT TO BE MADE BY OWNER.TUNNEL AND SURFACE FEATURE LOCATING DIMENSIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED IN THE FIELD. DELINEATIONS ON DRAWINGS ARE TO PRECAST PANEL JOINTS ON STEWART STREET LOCATIONS UNLESS OTHERWISE NOTED. EXISTING UTILITIES SHALL BE PROTECTED AND TEMPORARILY SUPPORTED AS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. EXISTING UTILITIES INSIDE THE TUNNEL ARE NOT SHOWN IN PLAN VIEW FOR CLARITY. SECTIONS SHOW GENERALIZED UTILITY LAYOUTS. EXISTING UTILITIES INSIDE THE TUNNEL SHALL BE TEMPORARILY SUPPORTED DURING CONSTRUCTION. EXISTING UTILITIES WITHIN TUNNEL CAN CONSIST OF NATURAL GAS, STEAM, CONDENSATE, CHILLED WATER SUPPLY, CHILLED WATER RETURN, COMMUNICATION, MEDIUM-VOLTAGE POWER AND POTABLE WATER. THIS EXISTING UTILITY INFRASTRUCTURE CONSISTS OF PIPES AND CONDUITS OF VARYING SIZES AND WEIGHTS. CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE VARIOUS UTILITIES TO BE ENCOUNTERED PRIOR TO THE BID AND ACCOUNT FOR THE BRACING AND SUPPORT ACCORDINGLY. UTILITY SUPPORTS SHALL BE REMOVED AND REPLACED IN KIND AS NECESSARY. SUPPORTS, OTHER THAN EMBEDDED UNISTRUT, IN GOOD CONDITION SHALL BE REUSED. SUPPORTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. SUPPORTS REQUIRING REPLACEMENT WILL BE IDENTIFIED BY THE ENGINEER AND OWNER DURING CONSTRUCTION AND WILL BE REPLACED PER BID UNIT PRICE. WHERE EXISTING UTILITIES PASS THROUGH TUNNEL WALLS OR ROOF, PROVIDE ADDITIONAL REINFORCEMENT AND ANNULAR SEAL PER DETAIL 2, DWG S3.

AutoCAD SHX TextTHE CONTRACTOR SHALL COORDINATE WITH OWNER TO SCHEDULE THE SERVICES OF A REGISTERED, LICENSED GEOTECHNICAL ENGINEER TO OBSERVE ALL CONTROLLED EARTHWORK. THE GEOTECHNICAL ENGINEER SHALL PROVIDE PERIODIC ON-SITE OBSERVATION BY EXPERIENCED PERSONNEL DURING CONSTRUCTION OF CONTROLLED EARTHWORK. THE GEOTECHNICAL ENGINEER SHALL SUBMIT THE RESULTS OF ALL REQUIRED TESTS. TESTS OF MATERIALS SHALL BE MADE AT THE FOLLOWING RATES: A.ONE FIELD DENSITY TEST PER EACH 500 SQUARE FEET OF COMPACTED SUBGRADE PRIOR TO PLACING STRUCTURAL FILL OR ONE FIELD DENSITY TEST PER EACH 500 SQUARE FEET OF COMPACTED SUBGRADE PRIOR TO PLACING STRUCTURAL FILL OR FLOOR SLAB CONSTRUCTION WITH A MINIMUM OF 3 TESTS OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. B.ONE FIELD DENSITY TEST PER EACH 500 SQUARE FEET OF STRUCTURAL FILL PLACED OR EACH HORIZONTAL LAYER OF ONE FIELD DENSITY TEST PER EACH 500 SQUARE FEET OF STRUCTURAL FILL PLACED OR EACH HORIZONTAL LAYER OF STRUCTURAL FILL, WHICHEVER IS SMALLER. C.ONE MOISTURE-DENSITY CURVE FOR EACH TYPE OF MATERIAL USED, AS INDICATED BY SIEVE ANALYSIS AND PLASTICITY INDEX. ONE MOISTURE-DENSITY CURVE FOR EACH TYPE OF MATERIAL USED, AS INDICATED BY SIEVE ANALYSIS AND PLASTICITY INDEX.

AutoCAD SHX TextSUBGRADE SOILS AND STRUCTURAL FILL MATERIALS SHALL BE OVEREXCAVATED AND COMPACTED TO A MINIMUM DEPTH OF 2'-0" IN LIFTS NOT TO EXCEED 8". FOLLOWING PERCENTAGES OF THE ASTM D1557 MAXIMUM DRY DENSITY AT ±2 % OPTIMUM MOISTURE CONTENT: MATERIAL: MINIMUM PERCENT COMPACTION MINIMUM PERCENT COMPACTION ENGINEERED FILL AROUND TUNNEL95 % 95 % SUBBASE BELOW CONCRETE PAVING/ASPHALT95 % 95 % SUBGRADE BELOW STRUCTURAL FILL 95 % 95 % WALL AND MISCELLANEOUS BACKFILL 95 % 95 % SUBGRADE SOIL REQUIREMENTS: GRADATIONPERCENT FINER BY WEIGHT PERCENT FINER BY WEIGHT 3" 70-100 70-100 No. 4 SIEVE 50-100 50-100 No. 200 SIEVE 25-75 25-75 MAX. EXPANSIVE POTENTIAL (%)* 1.0 1.0 MAX. SOLUBLE SULFATES (%) 0.1 0.1 MAX. PLASTICITY INDEX 5-15 5-15

AutoCAD SHX TextEARTHWORK FIELD OBSERVATION AND TESTS AND COMPACTION REQUIREMENTS

AutoCAD SHX Text* MEASURED ON A SAMPLE COMPACTED TO 95% OF THE ASTM 0698 MAXIMUM DRY DENSITY AT ABOUT 3% BELOW OPTIMUM WATER CONTENT. THE SAMPLE IS CONFINED UNDER A 100 PSF SURCHARGE AND SUBMERGED. FILL OR BACKFILL, CONSISTING OF SOIL APPROVED BY THE GEOTECHNICAL ENGINEER, SHALL BE PLACED IN CONTROLLED LAYERS WITH APPROVED COMPACTION EQUIPMENT. TESTS FOR DEGREE OF COMPACTION SHALL BE DETERMINED BY THE ASTM D-1556 METHOD OR ASTM D-2922. OBSERVATION AND FIELD TEST SHALL BE CARRIED ON DURING FILL AND BACKFILL PLACEMENT BY THE GEOTECHNICAL ENGINEER TO ASSIST THE CONTRACTOR IN OBTAINING THE REQUIRED DEGREE OF COMPACTION. IF LESS THAN 95 PERCENT RELATIVE COMPACTION IS INDICATED, ADDITIONAL COMPACTION EFFORT SHALL BE MADE WITH ADJUSTMENT OF THE MOISTURE CONTENT AS NECESSARY UNTIL 95 PERCENT COMPACTION IS OBTAINED.

AutoCAD SHX TextREINFORCING STEEL (CONTINUED)

AutoCAD SHX TextEXISTING GRADES AND CONTRACTOR'S SURVEY

AutoCAD SHX TextCONTRACTOR SHALL REMOVE AND REPLACE ALL SURFACE FEATURES, INCLUDING EXISTING LANDSCAPING, CONCRETE AND ASPHALT PAVEMENT, SIDEWALKS, CURBS AND GUTTERS, TO EXISTING CONDITION OR BETTER AND SHALL MATCH EXISTING GRADES AS SHOWN ON THE DRAWINGS. FOR REPAIRS ALONG THE STEWART STREET TUNNEL, DEPTH FROM TOP OF EXISTING GRADE TO TOP OF EXISTING TUNNEL SHALL BE VERIFIED AND INCLUDED IN RECORD DRAWINGS.

AutoCAD SHX TextLANDSCAPING

AutoCAD SHX TextTHE CONTRACTOR SHALL ATTEMPT TO PRESERVE AS MUCH OF THE EXISTING LANDSCAPING AND IRRIGATION SYSTEMS AS POSSIBLE DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH NMSU GROUNDS TO ISOLATE, REMOVE AND REPLACE PORTIONS OF IRRIGATION SYSTEMS THAT MUST BE DISTURBED TO COMPLETE THE WORK. AT COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL ENSURE THAT NO ROCKS OR OTHER DEBRIS ARE IN GRASS LANDSCAPED AREAS THAT ALL LANDSCAPE IRRIGATION SYSTEMS ARE FULLY FUNCTIONAL BEFORE FINAL WORK WILL BE ACCEPTED. TREES, SHRUBS AND GRASS SOD DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

AutoCAD SHX TextCONCRETE TESTING

AutoCAD SHX TextTHE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER WHEN DEMOLITION OF THE EXISTING ROOF IS TAKING PLACE SO THE JOINT CONDITION BETWEEN THE EXISTING TUNNEL WALLS AND ROOF AND EXTENT OF DEGRADED REBAR CAN BE VERIFIED. FIELD QUALITY CONTROL TESTING SHALL INCLUDE, BUT NOT BE LIMITED TO: SLUMP: ONE TEST FOR EACH LOAD PER ASTM C143 AIR CONTENT: ONE MEASUREMENT FROM EACH BATCH FROM WHICH TEST CYLINDERS ARE MADE TEMPERATURE:ONE MEASUREMENT FROM EACH BATCH FROM WHICH TEST CYLINDERS ARE MADE COMPRESSION TESTS: MAKE ONE SET OF NOT LESS THAN SIX COMPRESSION TEST CYLINDERS FOR EACH 50 CUBIC YARDS OR EACH REPLACEMENT LOCATION, WHICHEVER IS LESS. MAKE SPECIMENS AND PROVIDE INITIAL CURING PER ASTM C31. AFTER INITIAL CURING, TRANSPORT SPECIMENS TO TESTING LABORATORY AND CONTINUE CURING. TEST SPECIMENS PER ASTM C39 - TWO AT 7 DAYS, TWO AT 28 DAYS AND TWO TO BE RETAINED FOR LATER TESTING IF NECESSARY. TESTING LABORATORY SHALL BE CHOSEN AND COORDINATED BY THE OWNER. CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE TO OWNER WHEN TESTING SERVICES WILL BE REQUIRED.

AutoCAD SHX TextTUNNEL SECURITY

AutoCAD SHX TextIN ADDITION TO BARRIERS PER SPECIFICATION 01530, CONTRACTOR SHALL PROVIDE TEMPORARY DOORS AT EACH END OF OPEN TUNNEL TO BE CLOSED AND LOCKED AT THE END OF EACH WORKING DAY. CONTRACOTR SHALL FOLLOW ALL NMSU PROTOCOL FOR TUNNEL ACCESS AND SECURITY.

AutoCAD SHX TextEXISTING WATER LINE

AutoCAD SHX TextEXISTING GATE VALVE

AutoCAD SHX TextEXISTING FIRE HYDRANT

AutoCAD SHX TextEXISTING SANITARY SEWER LINE

AutoCAD SHX TextEXISTING SANITARY SEWER MANHOLE

AutoCAD SHX TextEXISTING GAS LINE

AutoCAD SHX TextEXISTING TELEPHONE LINE

AutoCAD SHX TextEXISTING FIBER OPTIC LINE

AutoCAD SHX TextEXISTING UNDERGROUND ELECTRIC LINE

AutoCAD SHX TextEXISTING OVERHEAD ELECTRIC LINE

AutoCAD SHX TextEXISTING POWER POLE

AutoCAD SHX TextEXISTING LIGHT

AutoCAD SHX TextEXISTING CURB LINE

AutoCAD SHX TextEXISTING SIDEWALK

AutoCAD SHX TextEXISTING EDGE OF ASPHALT

AutoCAD SHX TextXX.XX

AutoCAD SHX TextEXISTING MAJOR CONTOUR

AutoCAD SHX TextEXISTING MINOR CONTOUR

AutoCAD SHX TextXXXX

AutoCAD SHX TextEXISTING SPOT ELEVATION

AutoCAD SHX Text%%USITEWORK AND UTILITY LEGEND

AutoCAD SHX TextBC BACK OF CURB RP RADIUS POINT PC POINT OF CURVE PT POINT OF TANGENT SW SIDEWALK SIDEWALK

AutoCAD SHX TextCIVIL ABBREVIATIONS


AutoCAD SHX TextAS-BUILT INFORMATION

AutoCAD SHX TextENGINEER'S SEAL

AutoCAD SHX TextDRAWINGS CORRECTED BY

AutoCAD SHX TextFIELD VERIFICATION BY

AutoCAD SHX TextINSPECTOR'S ACCEPTANCE BY

AutoCAD SHX TextWORK STAKED BY

AutoCAD SHX TextCONTRACTOR

AutoCAD SHX TextDATE





AutoCAD SHX TextCALL BEFORE YOU DIG

AutoCAD SHX TextFOR UTILITY LOCATES

AutoCAD SHX TextNO.


AutoCAD SHX TextBY

AutoCAD SHX TextREVISIONS

AutoCAD SHX TextCHECKED BY:

AutoCAD SHX TextDRAWN BY:

AutoCAD SHX TextDESIGNED BY:

AutoCAD SHX TextDESIGN

AutoCAD SHX TextAPPROVED BY:


AutoCAD SHX TextREMARKS



AutoCAD SHX TextBHI

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AutoCAD SHX TextCIVIL AND STRUCTURAL NOTES

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ESPINA STREET

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ESPINA STREET TUNNEL CIVIL SITE PLAN

SOUTH SAWCUT AT CONCRETE JOINTS

NORTH SAWCUT AT CONCRETE JOINT

SAWCUT



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AutoCAD SHX TextCIVIL SITE PLAN

AutoCAD SHX TextC1

AutoCAD SHX Text3

AutoCAD SHX Text1.SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT PAVING TO APPROXIMATE SAWCUT, REMOVE AND REPLACE EXISTING ASPHALT PAVING TO APPROXIMATE EXTENTS SHOWN FOR TUNNEL REPLACEMENT. REMOVE AND REPLACE ASPHALT TO CONCRETE CURB. RESTRIPE ROADWAY TO MATCH EXISTING, TYP. SEE DETAILS 5, 6, 7 AND 8, DWG C2. 2.SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK. SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK. 3.SAWCUT AND REMOVE EXISTING ROLL OVER CURB. SAWCUT AND REMOVE EXISTING ROLL OVER CURB. 4.NEW STANDARD CURB AND GUTTER. SEE DETAIL 1 DWG. C2. SEE ALSO DETAIL 8 DWG. NEW STANDARD CURB AND GUTTER. SEE DETAIL 1 DWG. C2. SEE ALSO DETAIL 8 DWG. C2 FOR NORTH STANDARD CURB TO ROLL OVER CURB TRANSITION. NEW STANDARD CURB TO BE PAINTED YELLOW TO MATCH EXISTING CURB. 5.EXISTING SAS MANHOLE AND/OR SAS LINES TO REMAIN. CONTRACTOR SHALL EXISTING SAS MANHOLE AND/OR SAS LINES TO REMAIN. CONTRACTOR SHALL PROTECT MANHOLE AND SEWER LINES DURING CONSTRUCTION. SURFACE FEATURES ARE SURVEY ACCURATE. SAS LINES ARE NOT SURVEY ACCURATE. 6.EXISTING TREES TO REMAIN, TYP. AND BE PROTECTED DURING CONSTRUCTION. IF EXISTING TREES TO REMAIN, TYP. AND BE PROTECTED DURING CONSTRUCTION. IF TREE REMOVAL IS NECESSARY, APPROVAL SHALL BE OBTAINED IN ADVANCE FROM NMSU GROUNDS PRIOR TO REMOVAL. TREE SHALL BE REPLACED IN KIND AT NO ADDITIONAL COST TO OWNER. VERIFY REQUIRED SIZE AND SPECIES WITH NMSU GROUNDS. 7.EXISTING SIDEWALK, CURB AND GUTTER TO REMAIN. SIDEWALK, CURB AND GUTTER EXISTING SIDEWALK, CURB AND GUTTER TO REMAIN. SIDEWALK, CURB AND GUTTER DAMAGED DURING CONSTRUCTION AND EQUIPMENT ACCESS TO SITE SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER. 8.EXISTING ROCK WALL TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. EXISTING ROCK WALL TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. 9.EXISTING SIGNAGE TO BE REMOVED AND REINSTALLED AS NEEDED, TYP. SEE DETAIL EXISTING SIGNAGE TO BE REMOVED AND REINSTALLED AS NEEDED, TYP. SEE DETAIL 4, DWG. C2. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN AND TEMPORARY SIGNS. 10.EXISTING BOLLARDS TO BE REMOVED. SALVAGE TO OWNER IF IN GOOD CONDITION FOR EXISTING BOLLARDS TO BE REMOVED. SALVAGE TO OWNER IF IN GOOD CONDITION FOR REUSE. BOLLARDS THAT DO NOT INTERFERE WITH CONSTRUCTION OR FINAL DESIGN, MAY REMAIN, SEE OWNER FOR DETAILS. 11.INSTALL 4 (FOUR) NEW STEEL BOLLARDS. SEE DETAIL 5, DWG C2. INSTALL 4 (FOUR) NEW STEEL BOLLARDS. SEE DETAIL 5, DWG C2. 12.APPROXIMATE CONSTRUCTION FENCE LOCATION. EXISTING SIDEWALKS SHALL REMAIN APPROXIMATE CONSTRUCTION FENCE LOCATION. EXISTING SIDEWALKS SHALL REMAIN OPEN DURING CONSTRUCTION AND SEPARATED FROM CONSTRUCTION SITE BY 6' CHAIN LINK FENCE. SEE SPEC. 01530. MAINTAIN ADA COMPLIANT PEDESTRIAN PATHS AROUND ENTIRE PERIMETER OR PROVIDE BARRIERS FOR DETOUR. 13.EXISTING STREET LIGHT/ELECTRICAL POLE TO REMAIN AND BE PROTECTED AND EXISTING STREET LIGHT/ELECTRICAL POLE TO REMAIN AND BE PROTECTED AND SHORED AS NECESSARY DURING CONSTRUCTION. 14.EXISTING GAS LINES TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. GAS EXISTING GAS LINES TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. GAS LINES ARE NOT SURVEY ACCURATE. 15.EXISTING WATER LINE TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. BURY EXISTING WATER LINE TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. BURY DEPTH IS LIKELY APPROXIMATELY 4 FEET +/-. WATER SURFACE FEATURES ARE SURVEY ACCURATE. WATER LINES ARE NOT SURVEY ACCURATE. 16.EXISTING SIDEWALK TO BE REMOVED AND REPLACED PER DETAIL 2 DWG. C2. EXISTING SIDEWALK TO BE REMOVED AND REPLACED PER DETAIL 2 DWG. C2. 17.EXISTING UNDERGROUND ELECTRIC LINES TO BE PROTECTED DURING CONSTRUCTION. EXISTING UNDERGROUND ELECTRIC LINES TO BE PROTECTED DURING CONSTRUCTION. UNDERGROUND ELECTRICAL LINES ARE NOT SURVEY ACCURATE. 18.INSTALL NEW ADA RAMP. SEE DETAIL 7 DWG C2. INSTALL NEW ADA RAMP. SEE DETAIL 7 DWG C2. 19.INSTALL NEW LANDSCAPING. CONTACT NMSU GROUNDS FOR VEGETATION, IRRIGATION INSTALL NEW LANDSCAPING. CONTACT NMSU GROUNDS FOR VEGETATION, IRRIGATION LOCATION AND ROCK TYPE. 20.NEW ACCESS HATCH. SEE STRUCTURAL DWG S1. NEW ACCESS HATCH. SEE STRUCTURAL DWG S1. 21.EXISTING UNKNOWN UTILITY VAULT TO BE PROTECTED DURING CONSTRUCTION. EXISTING UNKNOWN UTILITY VAULT TO BE PROTECTED DURING CONSTRUCTION. 22.CONTRACTOR SHALL PROVIDE APPROPRIATE SIGNAGE FOR FULL ROAD CLOSURE OF CONTRACTOR SHALL PROVIDE APPROPRIATE SIGNAGE FOR FULL ROAD CLOSURE OF ESPINA STREET FOR DURATION OF CONSTRUCTION. PROVIDE DETOUR SIGNAGE TO RE-ROUT TRAFFIC. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN PER SPEC. 01570. EXCAVATION SLOPES SHALL BE PROTECTED TO PREVENT STORMWATER EROSION AND UNDERMINING OF ROADWAY.

AutoCAD SHX TextCONSTRUCTION NOTES

AutoCAD SHX TextGENERAL ESPINA STREET REPLACEMENT NOTES

AutoCAD SHX Text1. CONTRACTOR MAY NOT RESTRICT ACCESS TO THE UNIVERSITY BUILDINGS DURING THEIR NORMAL OPERATING HOURS. PUBLIC ACCESS TO UNIVERSITY BUILDINGS SHALL BE MAINTAINED DURING NORMAL OPERATING HOURS. 2. CONSTRUCTION AREAS SHALL BE FENCED OFF WITH 6' MINIMUM CHAIN LINK FENCE. 3. EXISTING STRUCTURES MUST BE PROTECTED AT ALL TIMES. USE APPROPRIATE EXCAVATION METHODS. 4.SPOILS FROM ESPINA STREET REPAIR SITE SHALL BE HAULED OFFSITE AS NEEDED TO NMSU YARD SPOILS FROM ESPINA STREET REPAIR SITE SHALL BE HAULED OFFSITE AS NEEDED TO NMSU YARD TO MINIMIZE IMPACT TO SITE AND KEEP STAGING AREA TO A MINIMUM. SPOILS KEPT WITHIN STAGING AREA SHALL NOT BE STOCKPILED ON EXISTING TUNNEL. CONTRACTOR SHALL TAKE MEASURES TO PREVENT STOCKPILED SOIL FROM RUNNING OFFSITE DURING STORM EVENTS. 5.SITE MUST BE KEPT FREE OF TRASH, UNCOVERED SPOILS, AND DEBRIS AT ALL TIMES.SITE MUST BE KEPT FREE OF TRASH, UNCOVERED SPOILS, AND DEBRIS AT ALL TIMES.

AutoCAD SHX Text--

AutoCAD SHX Text1

AutoCAD SHX TextSCALE: 1"=10'

AutoCAD SHX TextSAWCUT

AutoCAD SHX TextSAWCUT

AutoCAD SHX Text--

AutoCAD SHX TextA

AutoCAD SHX Text--

AutoCAD SHX TextB

AutoCAD SHX TextSEE INSET B

AutoCAD SHX TextSEE INSET A

TYPICAL SIDEWALK DETAIL

SIGN POST DETAIL

PEDESTRIAN CROSS WALK DETAIL

ASPHALT REPLACEMENT DETAIL


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5 G1 1


STEEL BOLLARD DETAIL

STANDARD CURB AND GUTTER DETAIL

ADA RAMP DETAILS

STANDARD CURB TO FLUSH CURB TRANSISTION

AutoCAD SHX Text2-3/8" STEEL PIPE POSE AND BASE PER MUTCD STANDARDS

AutoCAD SHX Text12" DIAMETER CONC. FOOTING 3000 PSI STRENGTH

AutoCAD SHX TextFINISHED GRADE

AutoCAD SHX Text6'-8" MINIMUM

AutoCAD SHX TextEXISTING SIGNAGE

AutoCAD SHX TextSIGNAGE

AutoCAD SHX TextINSTALL EXPANSION JOINT ADJACENT TO ANY STRUCTURES INSTALL 1/2" EXPANSION JOINT @ 21' O.C. INSTALL CONTROL JOINT AT 7' O.C. MAXIMUM

AutoCAD SHX TextROCK WALL

AutoCAD SHX Text6" SUBGRADE PREP COMPACTED TO 95% OF ASTM D-1557

AutoCAD SHX TextTYP. TOOLED FINISH, MATCH

AutoCAD SHX Text6X6-W2.1/W2.1 WWM CENTERED IN SIDEWALK

AutoCAD SHX TextBROOM FINISH

AutoCAD SHX Text4" THK. 4000 P.S.I. CONC. W/

AutoCAD SHX TextEXISTING CURB TO BE REMOVED AND REPLACED WITH STANDARD CURB AND GUTTER

AutoCAD SHX Text2%%% MAX

AutoCAD SHX TextEXISTING JOINT PATTERN

AutoCAD SHX Text6" CABC, COMPACTED TO 95% OF ASTM D-1557 (TYP)

AutoCAD SHX Text2-1/2" HMA NMDOT DOUBLE PENETRATION PAVING, SEE SPEC.02500

AutoCAD SHX TextTACK COAT ON EDGES AND SEAMS ONLY, SAWCUT ALL EDGES CLEAN OR REPLACE TO ADJACENT CONSTRUCTION JOINT

AutoCAD SHX Text12" SUBGRADE PREP., COMPACTED TO 95% OF ASTM D-1557 (TYP)

AutoCAD SHX TextVARIES

AutoCAD SHX Text48" TYP.

AutoCAD SHX Text24" TYP.

AutoCAD SHX Text12' TYP.

AutoCAD SHX TextCROSSWALK WHITE STRIPE

AutoCAD SHX TextNOT TO SCALE

AutoCAD SHX TextC1

AutoCAD SHX Text2


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AutoCAD SHX Text4


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AutoCAD SHX Text6


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AutoCAD SHX TextMRT

AutoCAD SHX TextBHI

AutoCAD SHX TextMRT

AutoCAD SHX TextCIVIL DETAILS

AutoCAD SHX TextC2

AutoCAD SHX Text4

AutoCAD SHX TextNOTE: BOLLARD PAINT COLOR BY ARCHITECT

AutoCAD SHX Text2" WIDE REFLECTIVE TAPE, AS APPROVED BY ENGINEER, LOCATE AROUND PIPE AS SHOWN

AutoCAD SHX Text4" DIA. SCHEDULE 40 STANDARD WEIGHT STEEL PIPE GUARD POST FILLED WITH CONCRETE @ 20' O.C.

AutoCAD SHX Text4" STEEL CAP WELDED AND GROUND SMOOTH

AutoCAD SHX Text3000 PSI CONCRETE

AutoCAD SHX TextFINISHED GRADE


AutoCAD SHX TextC1

AutoCAD SHX Text5


AutoCAD SHX TextC1

AutoCAD SHX Text1

AutoCAD SHX Text2" R

AutoCAD SHX Text2" R

AutoCAD SHX TextLINES SHALL BE PERPENDICULAR TO THE STREET CENTERLINE.

AutoCAD SHX TextCOLORED RAISED BUTTONS



AutoCAD SHX TextA

AutoCAD SHX TextB

AutoCAD SHX Text1/2" EXP. JOINT

AutoCAD SHX Text12:1 SLOPE

AutoCAD SHX TextBACK OF SIDEWALK


AutoCAD SHX Text4" THK. 4000 P.S.I. CONC. AT 28 DAYS


AutoCAD SHX Text5' MIN.

AutoCAD SHX Text50:1 MAX.

AutoCAD SHX Text2%


AutoCAD SHX TextNOTES: 1. TRANSITION FROM STANDARD CURB TO MOUNTABLE TYPE CURB AS REQUIRED ON DRAWINGS. 2. CONTRACTOR SHALL ADJUST GRADES OF RETURNS FOR PROPER DRAINAGE.

AutoCAD SHX Text5'


AutoCAD SHX TextNOTE: CROSS SLOPES NOT TO EXCEED 50:1



AutoCAD SHX TextSECTION A

AutoCAD SHX TextSECTION B

AutoCAD SHX TextMAX 12:1

AutoCAD SHX Text50:1 MAX.

AutoCAD SHX TextMAX 12:1

AutoCAD SHX TextCURB & GUTTER

AutoCAD SHX TextTOP OF SIDEWALK 6" HEADER CURB


AutoCAD SHX TextGROOVES @ 1 1/2" O.C. TYP. EACH SIDE

AutoCAD SHX Text6' MIN

AutoCAD SHX Text12:1 SLOPE

AutoCAD SHX Text1 1/2" GROOVES

AutoCAD SHX Text4"

AutoCAD SHX Text6"

AutoCAD SHX Text6' MIN

AutoCAD SHX TextSEE PAVEMENT PROFILE

AutoCAD SHX TextRAISED BUTTONS- STAMPED COLORED CONCRETE OR TILES


AutoCAD SHX TextC1

AutoCAD SHX Text7

AutoCAD SHX TextCURB & GUTTER 3000 PSI CONCRETE

AutoCAD SHX Text5.0'


AutoCAD SHX Text1.0'

AutoCAD SHX TextCURB FACE

AutoCAD SHX TextGUTTER PAN

AutoCAD SHX Text12" SUBGRADE PREP., COMPACTED TO 95% OF ASTM D-1557 (TYP.)

AutoCAD SHX TextC1

AutoCAD SHX Text8

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STRUCTURAL LOCATION PLAN

EXISTING SECTION EXISTING SECTION

PROPOSED SECTION PROPOSED SECTION

CONCRETE BEAM DETAIL

TYP. CONCRETE SLAB DETAIL OPENING DETAIL

HATCH OPENING PLAN

AutoCAD SHX TextPIPES

AutoCAD SHX TextPIPES AND ELECTRICAL RACE WAY

AutoCAD SHX TextCMU WALL

AutoCAD SHX TextCONCRETE WALL

AutoCAD SHX TextCONCRETE WALL

AutoCAD SHX TextEXISTING CONCRETE JOINT

AutoCAD SHX Text12'-3"

AutoCAD SHX Text12'-3"

AutoCAD SHX TextA

AutoCAD SHX TextVALVES

AutoCAD SHX TextA

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AutoCAD SHX TextB





AutoCAD SHX TextOPENING TO SURFACE

AutoCAD SHX TextC

AutoCAD SHX TextC

AutoCAD SHX TextEXISTING CONCRETE WALL

AutoCAD SHX TextEXISTING ASPHALT

AutoCAD SHX TextPIPE

AutoCAD SHX TextEXISTING CONCRETE WALL

AutoCAD SHX TextEXISTING CMU WALL

AutoCAD SHX TextEXISTING ASPHALT

AutoCAD SHX TextPIPE

AutoCAD SHX TextC

AutoCAD SHX TextC

AutoCAD SHX TextPROPOSED CONCRETE LID

AutoCAD SHX TextEXISTING PIPE


AutoCAD SHX TextPROPOSED ASPHALT SURFACE

AutoCAD SHX TextEXISTING TUNNEL WALL

AutoCAD SHX TextSEE BEAM DETAIL, THIS SHEET

AutoCAD SHX TextEXISTING TUNNEL WALL

AutoCAD SHX TextEXISTING CMU WALL

AutoCAD SHX TextPROPOSED CONCRETE LID



AutoCAD SHX TextPROPOSED ASPHALT SURFACE

AutoCAD SHX Text#5 BARS @ 12" O.C.

AutoCAD SHX Text#5 BARS @ 12" O.C.

AutoCAD SHX Text#4 TIES @ 6" O.C.

AutoCAD SHX Text#6 DOWEL @ 8" O.C. DRILL AND EPOXY INTO CENTER OF EXISTING WALL

AutoCAD SHX Text24"

AutoCAD SHX TextNEW TUNNEL ROOF, SEE SECTION A, THIS DWG. FOR REINFORCING

AutoCAD SHX TextPROPOSED PAVING

AutoCAD SHX TextTYP ALL AROUND

AutoCAD SHX Text14

AutoCAD SHX Text2-12

AutoCAD SHX TextL4x4x W/ " x 4" 14 W/ " x 4" 12" x 4"HSA @ 12" O.C.

AutoCAD SHX TextP - 3/8

AutoCAD SHX TextL

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AutoCAD SHX Text18


AutoCAD SHX TextL2x2x IN SHORT 316 IN SHORT DIRECTION @ 18" O.C.





AutoCAD SHX Text4"

AutoCAD SHX Text7"

AutoCAD SHX Text9"

AutoCAD SHX Text6 1/2"

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AutoCAD SHX TextBRW

AutoCAD SHX TextSTRUCTURAL DETAILS

AutoCAD SHX TextS1

AutoCAD SHX Text5

AutoCAD SHX TextSCALE: 3/16"=1'-0"





AutoCAD SHX TextAPPROXIMATE EXTENT OF CONCRETE REMOVAL AND REPLACEMENT

AutoCAD SHX TextLEGEND



AutoCAD SHX TextNOTE:ALL DIMENSIONS SHOWN ABOVE ARE AN ALL DIMENSIONS SHOWN ABOVE ARE AN APPROXIMATE OF THE EXISTING DIMENSIONS


AutoCAD SHX Text1

AutoCAD SHX TextS1

AutoCAD SHX TextA-A

AutoCAD SHX TextS1

AutoCAD SHX TextB-B

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01-20190416-COVER-COVER SHEET02-20190416-CIVILSTRUC NOTES-24X3603-20190416-CIVIL SITE PLAN-24X3604-20190416-CIVIL DETAILS-24X3605- S1-5

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NEW MEXICO STATE UNIVERSITY › wp-content › uploads › ...w sas gas tel fo uge ohe. 800.877.5332. dial 811 or1-800-321-alert. 20190416. preliminarydesign. trh trh abc abc