The URL can be used to link to this page

Home My WebLink AboutMeadow Park Pedestrian Bridge ReplacementOCT. 201815APPROVED BYSPECIFICATION NO.FILE NO./LOCATIONDATEOFSHEETHORIZONTAL CONTROL FOR MONUMENTS #8068 & #8069, BEARING N66°39'14"E ASPUBLISHED IN THE CITY OF SAN LUIS OBISPO 2007 HORIZONTAL CONTROL NETWORK.CITY NETWORK IS BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83) EPOCHDATE 1991.35, ZONE 5 CALIFORNIA.VERTICAL CONTROL BENCHMARK: THE ELEVATIONS SHOWN HEREON ARE NAVD88 ASDETERMINED BY GPS OBSERVATIONS ON POINT 351 AS SHOWN ON THE CITY OF SANLUIS OBISPO "BENCHMARK SYSTEM" (JANUARY 2007) HAVING PUBLISHED ELEVATION OF188.80'.LOCAL CONTROL- MEADOW ST.: CA #1 SCRIBED 'X' N-2294453.01, E-5768194.06, EL- 196.01CA #2: SCRIBED 'X' N- 2294402.58, E- 5768103.28, EL- 195.46KING ST.: CA #4 SET NAIL W/ TIN, N- 2294246.14, E- 5767080.04, EL- 181.98Reference Documents:City Standard Specifications - January 2016 EditionCity Engineering Standards - January 2016 Edition1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT"UNDERGROUND SERVICE ALERT OF NORTHERN CALIFORNIA" BY PHONE AT 8-1-1FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OFPOWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOROR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OFCABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.2.THE CONTRACTOR SHALL POSSESS A CLASS CONTRACTORS LICENSE AT THE TIME THECONTRACT IS AWARDED.3.UNDERGROUND FACILITIES MAY EXIST WHICH ARE NOT SHOWN ON THESE PLANS. ANEFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIESWITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITIES AND UNDERGROUNDSTRUCTURES MAY NOT BE SHOWN ON THESE PLANS AND THEIR LOCATION ISAPPROXIMATE. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETERESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES ANDOTHER FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION. DAMAGECAUSED BY THE CONTRACTOR TO THESE SERVICES SHALL BE REPAIRED IMMEDIATELYAT THE SOLE EXPENSE OF THE CONTRACTOR.4.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER IF ANY UTILITY ISDISTURBED OR DAMAGED DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALLBEAR THE COSTS OF REPAIRS OR REPLACEMENT OF ANY MARKED UTILITY WHEREDAMAGE WAS CAUSED BY THE CONTRACTOR'S ACTIVITIES.5.INTERFERING PORTIONS OF ABANDONED UTILITIES SHALL BE REMOVED AND DISPOSEDOF BY THE CONTRACTOR IN ACCORDANCE WITH THE SPECIFICATIONS AND SPECIALPROVISIONS. CUT ENDS OF EXISTING ABANDONED UTILITIES SHALL BE PLUGGED WITHMINIMUM 18-INCH CONCRETE PLUGS. THE CONTRACTOR SHALL VERIFY THAT THE UTILITYIS TRULY ABANDONED PRIOR TO CUTTING OR ABANDONMENT6.ALL PROJECT RELATED SPILLS OF HAZARDOUS MATERIALS WITHIN OR ADJACENT TO THEPROJECT AREA SHALL BE CLEANED UP IMMEDIATELY. THE CONTRACTOR SHALLBERESPONSIBLE FOR PROVIDING SPILL PREVENTION AND CLEAN-UP MATERIALS ONSITE ATALL TIMES DURING CONSTRUCTION.7.HEAVY CONSTRUCTION EQUIPMENT SHALL BE RESTRICTED TO THE PROJECT AREA ORESTABLISHED STAGING AREAS.8.EQUIPMENT SHALL BE FUELED AND MAINTAINED IN THE APPROVED STAGING AREA(S)REMOVED FROM THE RIPARIAN CORRIDOR.9.NO EQUIPMENT SHALL ENTER FLOWING WATER.10.ALL TRASH THAT MAY ATTRACT PREDATORS TO THE SITE SHALL BE PROPERLYCONTAINED, REMOVED FROM THE PROJECT AREA, AND DISPOSED OF WEEKLY.FOLLOWING COMPLETION OF THE PROJECT , ALL TRASH AND CONSTRUCTION DEBRISSHALL BE REMOVED FROM WORK AREAS.11.A PRECONSTRUCTION SITE MEETING CONSISTING OF THE CITY, THE GEOTECHNICALENGINEER, THE SOIL INSPECTOR, ENGINEER, AND CONTRACTOR SHALL BE HELD TODISCUSS PLANNED CONSTRUCTION PROCEDURES AND QUALITY CONTROLREQUIREMENTS.12.GEOTECHNICAL ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO BEGINNINGOF CONSTRUCTION OPERATIONS.index to planssheet no.descriptionGeneral Notes:Datum:san luis obispo county, californiaMATTHEW A. HORN R.C.E. C63611City EngineerVicinity MapMEADOW PARKPEDESTRIAN BRIDGEREPLACEMENT1.COVER SHEET2.SURVEY CONTROL, & DEMO PLAN3.MEADOW ST. BR. PLAN & PROFILE4.KING ST. BR. PLAN & PROFILE5.CITY STANDARD DETAILSKING ST.BRIDGEMEADOW ST.BRIDGE91518100% CD SUBMITTALCONSULTANT NAME:ENGINEER OF RECORD:FEFILIPPIN ENGINEERINGPROJECT LOCATIONDASHED LINE INDICATES AREA OFENLARGEMENT AT LEFTdays2 working1-800-227-2600 91518CITY SPECIFICATION NO.10/8/2018DATE:PROJECT TITLE: MEADOW PARK BRIDGE REPLACEMENT SURVEY CONTROL & DEMO PLAN SHEET TITLE:2ofSHEET NO.5DESIGNED BY:GPFDRAWN BY:SBHCHECKED BY:APPROVED BY:SCALE:AS NOTEDPLAN FILE NO. / LOCATIONMEADOW STREET BRIDGEKING STREET BRIDGEREMOVE CONC. WALKAS SHOWN ON SHT. 3REMOVE AND DISPOSEOF EXIST. BRIDGEEXIST. ABUTMENT &BOLLARDS TO BE REMOVEDAND DISPOSED OFEXIST. ABUTMENT &BOLLARDS TO BE REMOVEDAND DISPOSED OFEXIST. CONC. WALLTO REMAIN.REMOVE CONC. WALKAS SHOWN ON SHT. 3REMOVE [E] WALK TOTHIS POINT AS SHOWNON SHT. 4REMOVE [E] WALK TOTHIS POINT AS SHOWNON SHT. 4REMOVE AND DISPOSEEXIST. BRIDGE, DECKAND HANDRAILSTHERE ARE EXIST. UTIL. LINESHUNG UNDER THE EXIST.BRIDGE DECK. PGE LINE TO BERELOCATED PRIOR TO PROJECT.CONTRACTOR SHALL TEMP.RELOCATE EXISTING UTILITIESALONG ORANGE CONSTRUCTIONFENCE OUTSIDE WORK ZONE.EXIST. ABUTMENT &WING WALL TO BEREMOVED &DISPOSED OFEXIST. ABUTMENT &WING WALL TO BEREMOVED &DISPOSED OFEXIST. ABUTMENT &WING WALL TO BEREMOVED &DISPOSED OFEXIST. ABUTMENT &WING WALL TO BEREMOVED &DISPOSED OFEXIST. ABUTMENT &BOLLARDS TO BE REMOVEDAND DISPOSED OFMG, DAMHP.U.E PERTRACT 7369-MB-87 ≈≈≈≈ 91518 CITY SPECIFICATION NO. 10/8/2018 DATE:PROJECT TITLE:MEADOW STREET BRIDGESHEET TITLE:3 of SHEET NO. 5 DESIGNED BY: GPF DRAWN BY: SBH CHECKED BY: APPROVED BY: SCALE: AS NOTED PLAN FILE NO. / LOCATION BRIDGE PROFILE BRIDGE PLAN SCALE: 1" = 5'-0" 0 5 10 MEADOW PARK PEDESTRIANBRIDGE REPLACEMENTCONC. ABUTMENT 1 BRIDGE DECK DETAIL 2 BRIDGE TO ABUTMENT DETAIL 4 SCALE: 1" = 5'-0"NTS NTS NTS CONSULTANT NAME:ENGINEER OF RECORD: FE FILIPPIN ENGINEERING MG, DA MH ABUTMENT WALL DETAIL 3NTS 91518CITY SPECIFICATION NO.10/8/2018DATE:PROJECT TITLE: KING STREET BRIDGE PLAN AND PROFILE SHEET TITLE:4ofSHEET NO.5DESIGNED BY:GPFDRAWN BY:SBHCHECKED BY:APPROVED BY:SCALE:AS NOTEDPLAN FILE NO. / LOCATIONBRIDGE PROFILEBRIDGE PLANSCALE: 1" = 5'-0"0510MEADOW PARK PEDESTRIAN BRIDGE REPLACEMENTCONC. ABUTMENT SECTION1ABUTMENT WALL DETAIL2BRIDGE TO ABUTMENT DETAIL3SCALE: 1" = 5'-0"NTSNTSNTSPIPE & CONDUIT ATTACHMENT4NTSBRIDGE DECK DETAIL5NTSCONSULTANT NAME:ENGINEER OF RECORD:FEFILIPPIN ENGINEERINGMG, DAMHCITY IRRIGATIONCABLE #14CHARTERCABLE 91518CITY SPECIFICATION NO.10/8/2018DATE:PROJECT TITLE: DETAILS SHEET TITLE:5ofSHEET NO.5DESIGNED BY:GPFDRAWN BY:SBHCHECKED BY:APPROVED BY:SCALE:AS NOTEDPLAN FILE NO. / LOCATIONCITY ENGINEERING STD. 4020 (MODIFIED)MEADOW PARK PEDESTRIAN BRIDGE REPLACEMENTNTSCONSULTANT NAME:ENGINEER OF RECORD:FEFILIPPIN ENGINEERINGNTSCITY ENGINEERING STD. 7040ACGRASS OREXIST. GRADENTSCITY ENGINEERING STD. 4110TYP. FOOTPATH CROSS-SECTION1NTSMG, DAMH1.THE GROUND SURFACE IN THE GRADING AREA SHOULD BE PREPARED FORCONSTRUCTION BY REMOVING THE EXISTING BRIDGES, ABUTMENT WALLS,FOUNDATIONS, IMPROVEMENTS, CONCRETE, DEBRIS, AND OTHER DELETERIOUSMATERIALS. ANY EXISTING UTILITY LINES THAT WILL NOT REMAIN IN SERVICE SHOULDBE EITHER REMOVED OR ABANDONED. THE APPROPRIATE METHOD OF UTILITYABANDONMENT WILL DEPEND UPON THE TYPE AND DEPTH OF THE UTILITY.RECOMMENDATIONS FOR ABANDONMENT CAN BE MADE AS NECESSARY.2.VOIDS CREATED BY THE REMOVAL OF MATERIALS OR UTILITIES DESCRIBED ABOVESHOULD BE CALLED TO THE ATTENTION OF THE GEOTECHNICAL ENGINEER. NO FILLSHOULD BE PLACED UNLESS THE UNDERLYING SOIL HAS BEEN OBSERVED BY THEGEOTECHNICAL ENGINEER.3.IN THE REMAINDER OF THE GRADING AREA, THE EXPOSED SOIL SURFACES SHOULD BESCARIFIED, MOISTURE CONDITIONED, AND RECOMPACTED PRIOR TO ANY PLACEMENTOF FILL AND/OR CONSTRUCTION OF IMPROVEMENTS.4.VOIDS CREATED BY DISLODGING ROCKS AND/OR DEBRIS DURING SCARIFICATIONSHOULD BE BACKFILLED AND REPLACED WITH APPROPRIATE FILL MATERIAL, AND THEDISLODGED MATERIALS SHOULD BE REMOVED FROM THE WORK AREA.5. NONEXPANSIVE MATERIALS ARE DEFINED AS MATERIALS THAT FALL IN THE GW, GP, GM,GC, SP, SW, SC AND SM CATEGORIES PER ASTM D 2487-11, AND THAT HAVE ANEXPANSION INDEX OF 10 OR LESS (ASTM D 4829-11).6. ALL MATERIALS USED AS FILL SHOULD BE CLEANED OF ALL DEBRIS AND ANY ROCKSLARGER THAN 3 INCHES IN MAXIMUM DIMENSION. WHEN FILL MATERIAL INCLUDESROCKS, THE ROCKS SHOULD BE PLACED IN A SUFFICIENT SOIL MATRIX TO ENSURE THATVOIDS CAUSED BY NESTING OF THE ROCKS WILL NOT OCCUR AND THAT THE FILL CANPROPERLY COMPACTED.7. IF THE SOILS BECOME UNSTABLE, OR IF THE RECOMMENDED COMPACTION CANNOT BEREADILY ACHIEVED, DRYING THE SOIL TO OPTIMUM MOISTURE CONTENT, OR JUSTABOVE, MAY BE NECESSARY. PLACEMENT OF GRAVEL LAYERS OR GEOTEXTILES MAYALSO BE NECESSARY TO HELP STABILIZE UNSTABLE SOILS. SOILS THAT ARE DISTURBEDIN ANY MANNER SHOULD BE REMOVED, MOISTURE CONDITIONED, AND RECOMPACTED.8. THE RECOMMENDED SOIL MOISTURE CONTENT SHOULD BE MAINTAINED THROUGHOUTCONSTRUCTION. FAILURE TO MAINTAIN THE SOIL MOISTURE CONTENT CAN RESULT INCRACKS AND DISTURBANCE, WHICH ARE AN INDICATION OF DEGRADATION OF THE SOILCOMPACTION. IF CRACKS ARE ALLOWED TO DEVELOP, OR IF SOILS NEARIMPROVEMENTS SUCH AS FOUNDATIONS, APPROACH SLABS, ETC. ARE OTHERWISEDISTURBED, DAMAGE TO THOSE IMPROVEMENTS MAY RESULT. SOILS THAT HAVECRACKED OR OTHERWISE DISTURBED SHOULD BE REMOVED, MOISTURE CONDITIONED,AND COMPACTED.GRADING NOTES1.FOLLOWING SITE PREPARATION, THE SOIL IN THE APPROACH SLAB AREAS SHOULD BEEXCAVATED TO 1 FOOT BELOW PLANNED SUBGRADE ELEVATION. THE RESULTINGSOIL SURFACE SHOULD BE SCARIFIED, MOISTURE CONDITIONED, AND RECOMPACTED.IF FILL IS REQUIRED TO REACH SUBGRADE ELEVATION, THE EXISTING GROUNDSURFACE SHOULD BE SCARIFIED, MOISTURE CONDITIONED, AND COMPACTED PRIORTO THE PLACEMENT OF ANY FILL. SITE SOILS OR SIMILAR SOILS SHOULD THEN BEMOISTURE CONDITIONED AND PLACED AS PROPERLY COMPACTED FILL UP TOPLANNED SUBGRADE ELEVATION.2.APPROACH SLABS SHOULD HAVE MINIMUM THICKNESS OF 5 FULL INCHES.REINFORCEMENT SIZE, PLACEMENT, AND DOWELS SHOULD BE AS DIRECTED BY THEARCHITECT/ENGINEER; MINIMUM FLATWORK REINFORCEMENT SHOULD CONSIST OFNO. 4 REBAR PLACED AT 18 INCHES ON-CENTER EACH WAY. APPROACH SLABSSHOULD BE DOWELED TO ABUTMENT WALL FOUNDATIONS OR OTHER IMPROVEMENTSWITH NO. 4 DOWELS LAPPED TO THE SLAB REBAR AT 18-INCH SPACING.GRADING NOTES: KING ST. ONLY