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Home My WebLink About0061-0091 Mid Higuera Bypass 90%ENGINEER OF RECORD:CONSULTANT NAME:SHEET NO.FILE NO. / LOCATIONDATE:CITY ENGINEERAPPROVED BY:MATTHEW A. HORN, R.C.E. C63611CITY SPECIFICATION NO. XXXNORTHSCALE 1" = 1600'800016001600PRELIMINARY NOT FOR CONSTRUCTION90649Sheet List TableC-1TITLEC-2SITE PLANC-3ORDER OF WORKC-4ORDER OF WORKC-5HORIZONTAL CONTROLC-6HORIZONTAL CONTROLC-7HORIZONTAL CONTROLC-8HORIZONTAL CONTROLC-9HORIZONTAL CONTROLC-10SOUTH STREET BYPASS PLAN & PROFILEC-11SOUTH STREET BYPASS CONNECTIONSC-12BIANCHI LANE BYPASS PLAN & PROFILEC-13BIANCHI LANE BYPASS CONNECTIONSC-14BIANCHI LANE TO MARSH STREET GRADING PLANC-15MATTHEWS OPEN SPACE GRADINGC-16MARSH STREET BRIDGE GRADINGC-17GRADING DETAILSC-18SOUTH STREET BYPASS RSPC-19BIANCHI LANE BYPASS RSPC-20RSP DETAILSC-21BIANCHI LANE DEMOLITION PLANC-22BIANCHI LANE PLAN & PROFILEC-23BIANCHI LANE UTILITY PLANC-24BIANCHI LANE UTILITY PROFILESC-25MATTHEWS ROADWAY AND UTILITY PLANC-26ROADWAY AND UTILITY DETAILSC-27ROADWAY AND UTILITY DETAILSC-28MATTHEWS OPEN SPACE TEMPORARY BRIDGEC-29DEWATERING PLANSC-30EXISTING TREE PLANC-31EXISTING TREE PLANC-32EXISTING TREE PLANC-33EXISTING TREE PLANC-34TEMPORARY WATER POLLUTION CONTROL PLANL-1REVEGETATION PLANL-2REVEGETATION PLANL-3REVEGETATION PLANL-4REVEGETATION PLANS-XXBIANCHI LANE BRIDGE STRUCTURAL PLANS90% DESIGN DRAWINGSMID-HIGUERA BYPASSSAN LUIS OBISPO CREEKMADONNA ROADTOMARSH STREET7/6/2020C-138CONSTRUCTION MANAGEMENT612 CLARION COURTT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401www.wallacegroup.usMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURESURVEYING / GIS SOLUTIONSWATER RESOURCESPUBLIC WORKS ADMINISTRATIONPLANNINGCIVIL AND TRANSPORTATION ENGINEERING®GENERAL NOTES1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TOCONTACT "UNDERGROUND SERVICE ALERT U.S.A." TOLL FREE AT 1-800-227-2600FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION, FOR LOCATIONOF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES.CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE AGENCYFOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE ORUNDERGROUND FACILITIES.2.THE CONTRACTOR SHALL POSSESS A CLASS "A" LICENSE AT THE TIME OF BIDOPENING.3.MULTIPLE CONTOUR INTERVALS ARE SHOWN HEREON BASED ON THE QUANTITYAND QUALITY OF DATA COMPILED FROM GROUND SURVEY ANDPHOTOGRAMMETRIC SOURCES. THIS IS DUE TO AREAS BEING OBSTRUCTEDFROM THE AIR BY TREE CANOPIES OR A LACK OF GROUND SURVEYDENSIFICATION TO DATE. THE REGIONS THAT ARE NOT 1 FOOT CONTOURINTERVALS ARE DELINEATED BY A BOUNDARY AROUND THE PERIMETER OF THEREGION AND A NUMBER INDICATING THE CONTOUR INTERVAL SHOWN WITHINTHAT REGION.DATUMHORIZONTAL CONTROL FOR POINTS 8066 & 8207 AS PUBLISHED IN THE CITY OF SANLUIS OBISPO 2007 HORIZONTAL CONTROL NETWORK. CITY NETWORK IS BASED ONTHE NORTH AMERICAN DATUM OF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5CALIFORNIA.VERTICAL CONTROL BENCHMARK NO. 15 AS PUBLISHED IN THE CITY OF SAN LUISOBISPO 2007 BENCHMARK SYSTEM. CITY'S BENCHMARK SYSTEM IS BASED ON THENORTH AMERICA VERTICAL DATUM OF 1988 (NAVD88).FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTION 13+0014+0015+0016+0017+0018+0019+0020+00 21+00 22+00 23+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0046+07///////////////////////////////////////////////////////////////////X X XXXX///////////////////////////////////////XXX//////////XX XX XXXXXXXXX X /////////////////////////////////////////////////////////////////////////////////////////////XXXXXXXXXXXXXXX///////////////X////////////////////////////////////////////////////////////X X XX/// //////XXXX///X/// // / / / /////////// // /// ///XX/ / /X//////X X ///////////////////////////////////////////14 6 1 16 5 . 9 4 T O P C O N C 1 4 6 2 1 64 . 66 TO P CO N C 1464 165.91TOP C O N C1473166.22CONC COR1474165.97CONC POL1475165.92CONC POL4.22TBOW1478164.70TOP CONC1479 164.8 0 TOE C O N C 148 0 16 5 .9 2 TOP CONC1481165.94CONC POL4.2TBOW15 27 16 4 . 7 4 TO P CONC 1532 164.72TOP CO N C1534165.02CONC POL 4.5T1536165.03TOE CONC1541168.63TOP CONC1576168.80TOP CONC1580168.61TOP CONC15 83 16 7 .5 5 T O P CONC 1584165.95TOP CONC1593164.71TOP CONC1595 164. 6 2 TOP C ON C 1596164.72BOW CONC 15 9 7 16 5 . 9 5 TO P C O N C 1598165.97BOW CONC 3.83T1617169.14TOP CONC1624165.42BOW CONC 3.3T 1 62 7 1 64 . 91TOP CONC 1628164.74 BOW CO N C 1 6 2 9 1 6 4 . 5 2 TOP CON C 1635164.55TOP CONC163616 4 . 6 1 BO W C O N C1637164.92TOP CONC1638164.95BOW CONC 3.9T10+0011+0012+0013+0014+0015+0016+0017+0018+0018+830+001+002+003+004+005+005+40NORTHSCALE 1" = 100'500100100 MADONNA RD.HIGUERA ST.SOUTH ST.BIANCHI LN.U.S. 101MARSH ST.GENERAL NOTES1.ENVIRONMENTAL MONITORING WILL BE PERFORMED BY A MONITOR RETAINED BYTHE CITY TO WORK IN CONJUNCTION WITH THE PROJECT.2.DUST CONTROL SHALL BE IN ACCORDANCE WITH CALTRANS STANDARDSPECIFICATIONS 14-9.03 "DUST CONTROL".3.EROSION CONTROL SHALL BE IN ACCORDANCE WITH CITY STANDARDSPECIFICATIONS 21 "EROSION CONTROL".4.THE CONTRACTOR WILL NOT BE ALLOWED TO USE WATER FROM THE CITYWATER MAINS. RECYCLED WATER IS AVAILABLE FOR USE AT THE RECYCLEDWATER HYDRANTS LOCATED WITHIN THE CITY LIMITS AT VARIOUS LOCATIONS.USE OF THE RECYCLED WATER IS SUBJECT TO THE CONDITIONS OF THERECYCLED-WATER PROGRAM AND COMPLETION OF REQUIRED TRAINING.5.GEOTECHNICAL BORING LOCATIONS SHOWN ARE APPROXIMATE, AND WEREPROVIDED BY YEH AND ASSOCIATES, INC. BORING LOGS ARE INCLUDED IN THEGEOTECHNICAL REPORT FOR THE MID-HIGUERA BYPASS CHANNEL PROJECTPREPARED BY YEH AND ASSOCIATES, INC. AS AN ATTACHMENT TO SPECIALPROVISIONS.GRADING NOTES1.ALL PERMANENT CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2.5HORIZONTAL TO 1.0 VERTICAL UNLESS OTHERWISE NOTED.2.ALL GRADING AND SITE WORK SHALL BE DONE IN ACCORDANCE WITH THEGRADING ORDINANCE OF THE CITY OF SAN LUIS OBISPO, CITY STANDARDSPECIFICATIONS, AND THE SOILS REPORT. IN THE CASE OF CONFLICT BETWEENTHE PRECEDING REQUIREMENTS AND THESE PLANS, THE MORE STRINGENTSHALL GOVERN.VEGETATION NOTES1.PROTECT ALL TREES IN PLACE UNLESS NOTED ON PLANS FOR REMOVAL, INACCORDANCE WITH CITY STANDARD SPECIFICATIONS 77-1.03A(2) "TREE PROTECTION".2.PRIOR TO REMOVING OR TRIMMING VEGETATION, IT IS THE CONTRACTORSRESPONSIBILITY TO MARK TREES FOR REMOVAL. THE CITY WILL VERIFY PRIOR TOREMOVAL.3.ALL DISTURBED AREAS SHALL HAVE EROSION CONTROL HYDROSEEDING, UNLESSOTHERWISE SPECIFIED ON THESE PLANS.4.NEW VEGETATION SHALL BE IN ACCORDANCE WITH CITY STANDARD SPECIFICATIONS20-7 "HIGHWAY PLANTING".5.CONTRACTOR SHALL ESTABLISH AND CONTINUALLY MAINTAIN ALL NEWLY PLANTEDAREAS IN ACCORDANCE WITH CITY STANDARD SPECIFICATIONS 20-9 "PLANTESTABLISHMENT WORK".6.AT CONTRACTOR'S OPTION, ALL EXISTING ROOTS BELOW VERTICAL LIMITS OFGRADING MAY REMAIN7. REMOVE AND DISPOSE OF INVASIVE PLANT SPECIES AND TRASH WITHIN THE PROJECTLIMITS. SEE _______CONSTRUCTIONACCESSCONSTRUCTIONACCESSEND PROJECTDEWATERINGSOUTH STREETBYPASS CHANNELBEGIN INTERNALDEWATERINGEND INTERNALDEWATERINGBEGIN INTERNALDEWATERINGBIANCHI LANEBYPASS CHANNELCONSTRUCTIONYARDEND INTERNALDEWATERINGBEGIN PROJECTDEWATERINGCONSTRUCTIONACCESSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 100'7/6/20209064938SITE PLANC-2FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONBENCH 1BENCH 2SAN LUIS OBISPO CREEKBENCH 3BIANCHI LANEBRIDGEBENCH 4SEDIMENTREMOVAL 1(E) GATETEMPORARYBRIDGE LIMITSPOTENTIALLY HAZARDOUS MATERIALSBIANCHI BRIDGE - SEE BRIDGE PLANSEXISTING GAS LINE (ASBESTOS WRAP)NATURALLY OCCURRING ASBESTOSLEAD - MATTHEWS OPEN SPACEHYDROCARBONS - MATTHEWS OPEN SPACE18B-0217E-1018B-0117E-0117E-0217E-0317E-0417E-0517E-0817E-0617E-0717E-09RKnow what's below. Call before you dig.UTILITY REPRESENTATIVEUTILITYPROVIDERCONTACTPHONETELEPHONEAT&TDAWN SIBLEY(805) 546-7012CABLECHARTER COMMUNICATIONSRYAN SCHWIEBERT(805) 783-4962SEWER, WATER, STORMCITY OF SAN LUIS OBISPOBRIAN NELSON(805) 781-7113GASSOCAL GASCLAUDIA TURNER(805) 781-2429ELECTRICITYPG&EMARY ___(805) 546-5236U.S.A.UNDERGROUND SERVICE ALERT811SOIL CONTAMINATION PERPADRE SOIL ASSESSMENTREPORT DATED 06/02/2016MATTHEWS OPENSPACE GRADINGLEGENDNT100150150ROOT WAD 1BOULDERCLUSTER 1BOULDERCLUSTER 2BOULDERCLUSTER 3ROOT WAD 2BOULDERCLUSTER 4ROOT WAD 3(E) SEPTIC TANKGEOTECH BORING (PROJECT NO. 217-172)(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTE PER EXISTING TREE PLANSURVEYED ORDINARY HIGH WATER MARK FLAGSESA FENCEPROPOSED GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEORDINARY HIGH WATER MARK LIMITFLOWLINEFINISHED GRADE CONTOUR(E) GRADE CONTOURORDINARY HIGH WATER (OHW)BRIDGE SEDIMENT REMOVALPROPOSED RSP(E) CONCRETE SACK WALLPARCEL LINE FROM CITY GIS(E) WATER LINE(E) GRAVITY SEWER LINE(E) STORM DRAIN(E) UNDERGROUND GAS LINE(E) OVERHEAD UTILITY LINE LOCATION(E) UNDERGROUND ELECTRICAL LINE(E) UNDERGROUND CABLE TELEVISION LINE(E) UNDERGROUND TELEPHONE LINEPROPOSED STORM DRAINPROPOSED GRAVITY SEWER LINEPROPOSED WATER LINEPROPOSED GAS LINEPROPOSED OVERHEAD LINEPROPOSED UNDERGROUND TELEPHONE LINEPROPOSED UNDERGROUND CABLE LINE(E) CITY OF SLO IRRIGATIONQUICK COUPLER ////////////////////////////////////////////////////////////////////////////X X XXXX///////////////////////////////////////XXX////////////XX XX XXXXXXXXX X /////////////////////////////////////////////////////////////////////////////////////////////XXXXXXXXXXXXXXX///////////////X///////////////////////////////////////////////////////////////X X XX/// //////XXXX///X/// // / / / ///////////// /// ///XX/ / /X//////X X //////////////////////////////////////////////14 6 1 16 5 . 9 4 T O P C O N C 1 4 6 2 1 64 . 66 TO P CO N C 1464 165.91TOP C O N C1473166.22CONC COR1474165.97CONC POL1475165.92CONC POL4.22TBOW1478164.70TOP CONC1479 164.8 0 TOE C O N C 148 0 16 5 .9 2 TOP CONC1481165.94CONC POL4.2TBOW15 27 16 4 . 7 4 TO P CONC 1532 164.72TOP CO N C1534165.02CONC POL 4.5T1536165.03TOE CONC1541168.63TOP CONC1576168.80TOP CONC1580168.61TOP CONC15 83 16 7 .5 5 T O P C ONC 1584165.95TOP CONC1593164.71TOP CONC1595 164. 6 2 TOP C ON C 1596164.72BOW CONC 1 5 9 7 16 5 . 9 5 TO P C O N C 1598165.97BOW CONC 3.83T1617169.14TOP CONC1624165.42BOW CONC 3.3T 1 62 7 1 6 4 . 9 1TOP CONC 1628164.74 BOW CO N C 1 6 2 9 1 6 4 . 5 2 TOP CON C 1635164.55TOP CONC163616 4 . 6 1 BO W C O N C1637164.92TOP CONC1638164.95BOW CONC 3.9T MADONNA RD.HIGUERA ST.SOUTH ST.BIANCHI LN.U.S. 101MARSH ST.CONSTRUCTIONACCESSCONSTRUCTIONACCESSEND PROJECTDEWATERINGSOUTH STREETBYPASS CHANNELBEGIN INTERNALDEWATERINGEND INTERNALDEWATERINGBEGIN INTERNALDEWATERINGBIANCHI LANEBYPASS CHANNELCONSTRUCTIONYARDEND INTERNALDEWATERINGBEGIN PROJECTDEWATERINGCONSTRUCTIONACCESSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 100'7/6/20209064938ORDER OF WORKC-3FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONBENCH 1BENCH 2SAN LUIS OBISPO CREEKBENCH 3BIANCHI LANEBRIDGEBENCH 4SEDIMENTREMOVAL 1(E) GATETEMPORARYBRIDGEMATTHEWS OPENSPACE GRADING(E) SEPTIC TANKSCHEDULING REQUIREMENTSINITIAL ACTIVITIES1.OBTAIN APPROVAL OF THE REQUIRED CONSTRUCTION SCHEDULE2.COORDINATE ENVIRONMENTAL PRECONSTRUCTION SURVEYS3.COORDINATE WORK BY OTHERS, INCLUDING UTILITIES AND CITY BIOLOGIST4.ENVIRONMENTAL TRAINING OF CONSTRUCTION PERSONNEL5.INSTALL ESA FENCINGBIANCHI LANE BRIDGE - USE OF EXISTING BRIDGEPRIOR TO REMOVAL, THE EXISTING BIANCHI LANE BRIDGE MAY BE USED FOR CONSTRUCTION ACCESS. COMPLY WITH THE LOAD RATING OF THEBRIDGE (_____).BIANCHI LANE BRIDGE - REMOVAL OF EXISTING BRIDGETHE CREEK AREA UNDER THE BRIDGE MUST BE DEWATERED BEFORE BRIDGE REMOVAL.MAINTAIN ACCESS AND UTILITY SERVICE TO THE EXISTING PRIVATE PROPERTY (APN ____) DURING CONSTRUCTION. PRIOR TO REMOVAL OF THEEXISTING BIANCHI LANE BRIDGE, THE FOLLOWING MUST BE COMPLETED. COORDINATE THE WORK BY OTHERS AND COMPLETE THE INSTALLATIONSNEEDED.1.CONSTRUCT THE TEMPORARY BRIDGE AND MATTHEWS PARK CONSTRUCTION ACCESS. THE TEMPORARY BRIDGE IS FOR TEMPORARY PRIVATEUSE BY THE LANDOWNER AND IS NOT A CONSTRUCTION ACCESS.2.CONSTRUCT THE TEMPORARY WATER SERVICE TO THE PRIVATE PROPERTY.3.COORDINATE WITH OTHERS AND ACCOMPLISH THE RELOCATION OF THE EXISTING GAS LINE.4.COORDINATE WITH OTHERS AND ACCOMPLISH THE RELOCATION OF THE OVERHEAD UTILITIES IN THE BRIDGE AREA.5.DO NOT REMOVE THE EXISTING BRIDGE PRIOR TO APPROVAL FROM THE CITY.TEMPORARY BRIDGE1.THE TEMPORARY BRIDGE MAY BE INSTALLED AND REMOVED OUTSIDE OF THE DEWATERING PERIOD, IF ALL WORK IS DONE OUTSIDE OF THECREEK BANKS.2.DO NOT INSTALL THE TEMPORARY BRIDGE PRIOR TO APPROVAL FROM THE CITY.3.DO NOT REMOVE THE TEMPORARY BRIDGE PRIOR TO APPROVAL FROM THE CITY.CREEK DEWATERED AREASDURING THE CREEK DEWATERING PERIOD, CONSTRUCTION ACTIVITIES SHOWN ON THESE DRAWINGS MAY BE PERFORMED WITHIN THE CREEKDEWATERING AREAS. THE DEWATERED AREAS MAY ALSO BE USED FOR CONSTRUCTION ACCESS, AND TEMPORARY ACCESS ROUTES MAY BEESTABLISHED AS SHOWN ON THE DRAWINGS OR AS APPROVED BY THE CITY.CREEK NON-DEWATERED AREASINSTALL ESA FENCING TO ISOLATE THE NON-DEWATERED CREEK AREAS FROM MAJOR CONSTRUCTION ACTIVITIES. LIMIT ACTIVITIES IN THENON-DEWATERED CREEK AREAS TO THE MINIMUM NECESSARY. CONSTRUCTION ACTIVITIES WITHIN THE CREEK AREAS THAT ARE NOT DEWATEREDARE LIMITED TO THE FOLLOWING:1.HAND TOOLS, INCLUDING POWER TOOLS2.WORK ABOVE THE WATER SURFACE3.VEGETATION REMOVAL4.VEGETATION PLANTING5.TEMPORARY IRRIGATION SYSTEM INSTALLATION, AT OR ABOVE EXISTING GRADEPERMIT REQUIREMENTSTHE TABLE BELOW SUMMARIZES SCHEDULING REQUIREMENTS OF THE PERMITS AND INFORMATION PROVIDED IN THE INFORMATION HANDOUT.REFER TO THE INFORMATION HANDOUT FOR ADDITIONAL DETAILS AND COMPLY WITH ALL REQUIREMENTS.COMPLY WITH THE FOLLOWING SCHEDULING REQUIREMENTS AND WORK RESTRICTIONS:NESTING BIRD SEASON, FEBRUARY 15 TO SEPTEMBER 1 (FEIR BR-MM 21)SCHEDULE THE WORK TO PRIORITIZE ACCOMPLISHING VEGETATION REMOVAL AND EARTH DISTURBANCE OUTSIDE OF THE NESTING BIRD SEASON.IF WORK IS NECESSARY DURING THE NESTING BIRD SEASON, YOU MUST COORDINATE WITH THE CITY QUALIFIED BIOLOGIST AND COMPLY WITH THEREQUIRED BUFFER ZONES. INSTALL FENCING, SIGNS, OR ROPES AS REQUIRED BY THE QUALIFIED BIOLOGIST TO MARK THE BUFFER ZONES.CREEK DEWATERING PERIOD, JUNE 1 TO OCTOBER 15 (FEIR BR-MM 2)SCHEDULE THE WORK TO ACCOMPLISH ALL WORK REQUIRING CREEK DEWATERING, CREEK CROSSINGS, OR WORK IN THE CHANNEL BED TO THEPERIOD FROM JUNE 1 TO OCTOBER 15. UPSTREAM AND DOWNSTREAM PASSAGE FOR FISH, INCLUDING JUVENILE STEELHEAD, MUST BE PROVIDEDTHROUGH OR AROUND CONSTRUCTION SITES AT ALL TIMES.COORDINATE THE CREEK DEWATERING WITH THE CITY BIOLOGIST, AND DO NOT PROCEED WITH WORK IN THE CREEK UNTIL AUTHORIZED INWRITING BY THE CITY.MONARCH BUTTERFLY WINTERING PERIOD, NOVEMBER 1 TO MARCH 1 (FEIR BR-MM 8)SCHEDULE THE WORK TO PRIORITIZE ACCOMPLISHING TREE REMOVAL, WORK NEAR EUCALYPTUS TREES, AND DUST-CREATING ACTIVITIES OUTSIDEOF THE MONARCH BUTTERFLY WINTERING PERIOD.IF WORK IS NECESSARY DURING THE MONARCH BUTTERFLY WINTERING PERIOD, YOU MUST COORDINATE WITH THE CITY QUALIFIED BIOLOGIST ANDCOMPLY WITH THE REQUIRED BUFFER ZONES AND DUST CONTROL MEASURES. INSTALL FENCING, SIGNS, OR ROPES AS REQUIRED BY THE QUALIFIEDBIOLOGIST TO MARK THE BUFFER ZONES.PERIODDESCRIPTIONFEBRUARY 15 TO SEPTEMBER 1NESTING BIRD SEASON (BR-MM 21)JUNE 1 TO OCTOBER 15CREEK DEWATERING PERIOD (BR-MM 2)NOVEMBER 1 TO MARCH 1MONARCH BUTTERFLY WINTERING PERIOD (BR-MM 8)ACCESS ACROSS THE CREEK ONLYUSING THE EXISTING OR NEW BRIDGENOTE:WORK IN OTHER AREAS THAT DOES NOT INVOLVE VEHICULAR ACCESSOR LARGE EQUIPMENT MAY BE ALLOWED SUBJECT TO THE PERMITREQUIREMENTS. EXAMPLES INCLUDE FENCING, VEGETATION REMOVALOR PLANTING, AND IRRIGATION INSTALLATION.CONSTRUCTION WORK AREAS OUTSIDE OF DEWATERING PERIODOCTOBER 16 - MAY 30LEGENDALLOWED CONSTRUCTION WORK AREAS //////////////////////////////////////////////////////////////////////////////X X XXXX///////////////////////////////////////XXX////////////XX XX XXXXXXXXX X ////////////////////////////////////////////////////////////////////////////////////////////////XXXXXXXXXXXXXXX/////////////////////X//////////////////////////////////////////////////////////////////X X XX/// //////XXXX///X/// // / / / ///////////// /// ///XX/ / ///////X X ////////////////////////////////////////14 6 1 16 5 . 9 4 T O P C O N C 1 4 6 2 1 64 . 66 TO P CO N C 1464 165.91TOP C O N C1473166.22CONC COR1474165.97CONC POL1475165.92CONC POL4.22TBOW1478164.70TOP CONC1479 164.8 0 TOE C O N C 148 0 16 5 .9 2 TOP CONC1481165.94CONC POL4.2TBOW152 7 16 4 . 7 4 TO P CONC 1532164.72TOP CO N C1534165.02CONC POL 4.5T1536165.03TOE CONC1541168.63TOP CONC1576168.80TOP CONC1580168.61TOP CONC15 83 16 7 .5 5 T O P C ONC 1584165.95TOP CONC1593164.71TOP CONC1595 164. 6 2 TOP C ON C 1596164.72BOW CONC 15 9 7 16 5 . 9 5 TO P C O N C 1598165.97BOW CONC 3.83T1617169.14TOP CONC1624165.42BOW CONC 3.3T 1 62 7 1 6 4 . 9 1TOP CONC 1628164.74 BOW CO N C 1 6 2 9 1 64 . 52 TOP CON C 1635164.55TOP CONC163616 4 . 6 1 BO W C O N C1637164.92TOP CONC1638164.95BOW CONC 3.9T MADONNA RD.HIGUERA ST.SOUTH ST.BIANCHI LN.U.S. 101MARSH ST.CONSTRUCTIONACCESSCONSTRUCTIONACCESSEND PROJECTDEWATERINGSOUTH STREETBYPASS CHANNELBEGIN INTERNALDEWATERINGEND INTERNALDEWATERINGBEGIN INTERNALDEWATERINGBIANCHI LANEBYPASS CHANNELCONSTRUCTIONYARDEND INTERNALDEWATERINGBEGIN PROJECTDEWATERINGCONSTRUCTIONACCESSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 100'7/6/20209064938ORDER OF WORKC-4FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONBENCH 1BENCH 2SAN LUIS OBISPO CREEKBENCH 3BIANCHI LANEBRIDGEBENCH 4SEDIMENTREMOVAL 1(E) GATETEMPORARYBRIDGE LIMITS(E) SEPTIC TANKSCHEDULING REQUIREMENTSINITIAL ACTIVITIES1.OBTAIN APPROVAL OF THE REQUIRED CONSTRUCTION SCHEDULE2.COORDINATE ENVIRONMENTAL PRECONSTRUCTION SURVEYS3.COORDINATE WORK BY OTHERS, INCLUDING UTILITIES AND CITY BIOLOGIST4.ENVIRONMENTAL TRAINING OF CONSTRUCTION PERSONNEL5.INSTALL ESA FENCINGBIANCHI LANE BRIDGE - USE OF EXISTING BRIDGEPRIOR TO REMOVAL, THE EXISTING BIANCHI LANE BRIDGE MAY BE USED FOR CONSTRUCTION ACCESS. COMPLY WITH THE LOAD RATING OF THEBRIDGE (_____).BIANCHI LANE BRIDGE - REMOVAL OF EXISTING BRIDGETHE CREEK AREA UNDER THE BRIDGE MUST BE DEWATERED BEFORE BRIDGE REMOVAL.MAINTAIN ACCESS AND UTILITY SERVICE TO THE EXISTING PRIVATE PROPERTY (APN ____) DURING CONSTRUCTION. PRIOR TO REMOVAL OF THEEXISTING BIANCHI LANE BRIDGE, THE FOLLOWING MUST BE COMPLETED. COORDINATE THE WORK BY OTHERS AND COMPLETE THE INSTALLATIONSNEEDED.1.CONSTRUCT THE TEMPORARY BRIDGE AND MATTHEWS PARK CONSTRUCTION ACCESS. THE TEMPORARY BRIDGE IS FOR TEMPORARY PRIVATEUSE BY THE LANDOWNER AND IS NOT A CONSTRUCTION ACCESS.2.CONSTRUCT THE TEMPORARY WATER SERVICE TO THE PRIVATE PROPERTY.3.COORDINATE WITH OTHERS AND ACCOMPLISH THE RELOCATION OF THE EXISTING GAS LINE.4.COORDINATE WITH OTHERS AND ACCOMPLISH THE RELOCATION OF THE OVERHEAD UTILITIES IN THE BRIDGE AREA.5.DO NOT REMOVE THE EXISTING BRIDGE PRIOR TO APPROVAL FROM THE CITY.TEMPORARY BRIDGE1.THE TEMPORARY BRIDGE MAY BE INSTALLED AND REMOVED OUTSIDE OF THE DEWATERING PERIOD, IF ALL WORK IS DONE OUTSIDE OF THECREEK BANKS.2.DO NOT INSTALL THE TEMPORARY BRIDGE PRIOR TO APPROVAL FROM THE CITY.3.DO NOT REMOVE THE TEMPORARY BRIDGE PRIOR TO APPROVAL FROM THE CITY.CREEK DEWATERED AREASDURING THE CREEK DEWATERING PERIOD, CONSTRUCTION ACTIVITIES SHOWN ON THESE DRAWINGS MAY BE PERFORMED WITHIN THE CREEKDEWATERING AREAS. THE DEWATERED AREAS MAY ALSO BE USED FOR CONSTRUCTION ACCESS, AND TEMPORARY ACCESS ROUTES MAY BEESTABLISHED AS SHOWN ON THE DRAWINGS OR AS APPROVED BY THE CITY.CREEK NON-DEWATERED AREASINSTALL ESA FENCING TO ISOLATE THE NON-DEWATERED CREEK AREAS FROM MAJOR CONSTRUCTION ACTIVITIES. LIMIT ACTIVITIES IN THENON-DEWATERED CREEK AREAS TO THE MINIMUM NECESSARY. CONSTRUCTION ACTIVITIES WITHIN THE CREEK AREAS THAT ARE NOT DEWATEREDARE LIMITED TO THE FOLLOWING:1.HAND TOOLS, INCLUDING POWER TOOLS2.WORK ABOVE THE WATER SURFACE3.VEGETATION REMOVAL4.VEGETATION PLANTING5.TEMPORARY IRRIGATION SYSTEM INSTALLATION, AT OR ABOVE EXISTING GRADEPERMIT REQUIREMENTSTHE TABLE BELOW SUMMARIZES SCHEDULING REQUIREMENTS OF THE PERMITS AND INFORMATION PROVIDED IN THE INFORMATION HANDOUT.REFER TO THE INFORMATION HANDOUT FOR ADDITIONAL DETAILS AND COMPLY WITH ALL REQUIREMENTS.COMPLY WITH THE FOLLOWING SCHEDULING REQUIREMENTS AND WORK RESTRICTIONS:NESTING BIRD SEASON, FEBRUARY 15 TO SEPTEMBER 1 (FEIR BR-MM 21)SCHEDULE THE WORK TO PRIORITIZE ACCOMPLISHING VEGETATION REMOVAL AND EARTH DISTURBANCE OUTSIDE OF THE NESTING BIRD SEASON.IF WORK IS NECESSARY DURING THE NESTING BIRD SEASON, YOU MUST COORDINATE WITH THE CITY QUALIFIED BIOLOGIST AND COMPLY WITH THEREQUIRED BUFFER ZONES. INSTALL FENCING, SIGNS, OR ROPES AS REQUIRED BY THE QUALIFIED BIOLOGIST TO MARK THE BUFFER ZONES.CREEK DEWATERING PERIOD, JUNE 1 TO OCTOBER 15 (FEIR BR-MM 2)SCHEDULE THE WORK TO ACCOMPLISH ALL WORK REQUIRING CREEK DEWATERING, CREEK CROSSINGS, OR WORK IN THE CHANNEL BED TO THEPERIOD FROM JUNE 1 TO OCTOBER 15. UPSTREAM AND DOWNSTREAM PASSAGE FOR FISH, INCLUDING JUVENILE STEELHEAD, MUST BE PROVIDEDTHROUGH OR AROUND CONSTRUCTION SITES AT ALL TIMES.COORDINATE THE CREEK DEWATERING WITH THE CITY BIOLOGIST, AND DO NOT PROCEED WITH WORK IN THE CREEK UNTIL AUTHORIZED INWRITING BY THE CITY.MONARCH BUTTERFLY WINTERING PERIOD, NOVEMBER 1 TO MARCH 1 (FEIR BR-MM 8)SCHEDULE THE WORK TO PRIORITIZE ACCOMPLISHING TREE REMOVAL, WORK NEAR EUCALYPTUS TREES, AND DUST-CREATING ACTIVITIES OUTSIDEOF THE MONARCH BUTTERFLY WINTERING PERIOD.IF WORK IS NECESSARY DURING THE MONARCH BUTTERFLY WINTERING PERIOD, YOU MUST COORDINATE WITH THE CITY QUALIFIED BIOLOGIST ANDCOMPLY WITH THE REQUIRED BUFFER ZONES AND DUST CONTROL MEASURES. INSTALL FENCING, SIGNS, OR ROPES AS REQUIRED BY THE QUALIFIEDBIOLOGIST TO MARK THE BUFFER ZONES.PERIODDESCRIPTIONFEBRUARY 15 TO SEPTEMBER 1NESTING BIRD SEASON (BR-MM 21)JUNE 1 TO OCTOBER 15CREEK DEWATERING PERIOD (BR-MM 2)NOVEMBER 1 TO MARCH 1MONARCH BUTTERFLY WINTERING PERIOD (BR-MM 8)ACCESS ACROSS THE CREEK ONLYUSING THE EXISTING OR NEW BRIDGENOTE:CREEK NON-DEWATERED AREAS ARE TO BE ACCESSED BY FOOTONLY. ACTIVITIES ALLOWED INCLUDE VEGETATION AND TRASHREMOVAL, VEGETATION PLANTING AND IRRIGATION INSTALLATION,AND DEWATERING INSTALLATION AND MAINTENANCECONSTRUCTION WORK AREAS DURING DEWATERING PERIODJUNE 1 - OCTOBER 15LEGENDALLOWED CONSTRUCTION WORK AREASNON-DEWATERED CREEK AREAS (RESTRICTED WORK AREAS)MATTHEWS OPENSPACE GRADING //////////////////////////////////////////////////////////////////////////////X X XXXXXXXXXXX// ////////////////////////////////////////////////////////////////////////// / / // //////////XX XXXXXXXXXXXX/////////////////////////////////////////////////////////////////////////////////////////////////////////XXXXX/////////////////////////////////////////////1981154.43TOP CONC2060145.38TOE CONC2061144.93TOE CONC2153146.99WALL ANG BOT2156148.05WALL ANG BOT2170144.31WALL ANG BOT2173145.29WALL ANG BOT2175142.44WALL BOT GB2176141.54WALL BOT GB2179141.39WALL BOT GB1878148.54SET 5RBR WG CAP0+001+002+003+004+00N:2294088.3175E:5763996.3026N:2294560.8824E:5763951.7310"SLOCRK" STA: 15+21.32"SLOCRK" STA: 10+00.00"SSBP" STA: 0+00.0010+00 11+00 12+0013+0014+0015+0016+0017+0018+0019+002 0 + 0 0APN 004-741-004APN 004-741-006APN 004-741-007APN 004-741-010APN 004-511-018APN 004-511-020APN 004-511-018NORTHSCALE 1" = 40'2004040 MATCHLINESTA:20+00SEE SHEET C-6MADONNA RD.BENCH 1CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 40'7/6/20209064938HORIZONTAL CONTROL STA 10+00.00 TO 20+00.00C-5FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONSOUTH STREET BYPASSU.S.101"SLOCRK" LINE"SSBP" LINE"SLOCRK" LINE"SLOCRK" LINE"SSBP" LINEAPNAddress002-482-007304 Higuera Street002-482-012N/A002-482-013280 Higuera Street002-482-015300 Higuera Street002-482-017284 Higuera Street002-482-021390 Higuera Street002-482-023292 Higuera Street002-482-024286 Higuera Street002-482-025N/A002-482-026320 Higuera Street002-482-027306 Higuera Street002-511-023406 Higuera Street003-711-02334 South Street003-711-024264 Higuera Street003-711-02510 South Street003-711-026252 Higuera Street003-711-041236 Higuera Street004-511-0185 South Street004-511-02050 Higuera Street004-741-00123 South Street004-741-004170 Brook Street004-741-006178 Brook Street004-741-007180 Brook Street004-741-008184 Brook Street004-741-010160 Brook StreetESA FENCEPROPOSED GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEORDINARY HIGH WATER MARK LIMITFLOWLINEPARCEL LINE FROM CITY GISACCESSOR PARCELS OVERLYING THE WORK AREA (PER CITY GIS)LEGEND //////////////////////////////XXXX X X XX XXX XXXXXX X ///////////////////////////XXXXXXXXXXXXXXXXXXXXXXXX1767149.82SET 2X2+TACK10+0011+0012+0013+004+005+005+40N:2295084.5872E:5764069.0588N:2295438.3743E:5764164.7380"SLOCRK" STA: 22+60.43"SLOCRK" STA: 26+78.21"SSBP" STA: 5+40.08"BBP" STA: 10+00.0020+00 21+00 22+00 23+0024+0025+0026+0027+0028+0029+0030+00APN 003-711-023APN 003-711-041APN 003-711-041APN 004-741-001APN 004-741-004APN 004-741-006APN 004-741-007APN 004-741-008APN 003-711-025NORTHSCALE 1" = 40'2004040 MATCHLINE STA:30+00 SEE SHEET C-7MATCHLINESTA:20+00SEE SHEET C-5LIMITS OFGRADINGBIANCHI BYPASSBENCH 2SOUTH ST.CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 40'7/6/20209064938HORIZONTAL CONTROL STA 20+00.00 TO 30+00.00C-6FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONSOUTH STREET BYPASS"SSBP" LINE"BBP" LINE"SLOCRK" LINE"SLOCRK" LINE APNAddress002-482-007304 Higuera Street002-482-012N/A002-482-013280 Higuera Street002-482-015300 Higuera Street002-482-017284 Higuera Street002-482-021390 Higuera Street002-482-023292 Higuera Street002-482-024286 Higuera Street002-482-025N/A002-482-026320 Higuera Street002-482-027306 Higuera Street002-511-023406 Higuera Street003-711-02334 South Street003-711-024264 Higuera Street003-711-02510 South Street003-711-026252 Higuera Street003-711-041236 Higuera Street004-511-0185 South Street004-511-02050 Higuera Street004-741-00123 South Street004-741-004170 Brook Street004-741-006178 Brook Street004-741-007180 Brook Street004-741-008184 Brook Street004-741-010160 Brook Street"SLOCRK" LINE"SSBP" LINE"BBP" LINEESA FENCEPROPOSED GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEORDINARY HIGH WATER MARK LIMITFLOWLINEPARCEL LINE FROM CITY GISACCESSOR PARCELS OVERLYING THE WORK AREA (PER CITY GIS)LEGEND GV//////////////////XXXX//////////////////XX X X X XXXXX// /////// /// /// ///////////////XXXXXXXXXXXXX X XX////// ///XXXXXX X 1000155.60SET 2X2+TACK1017155.39SET 2X2+TACK1019169.52FD PK SN:2296199.6144E:5764556.46248+669+0010+0011+00 12+00 13+00 13+91 R420.00'N:2296198.0704E:5764365.6311R50.00'"SLOCRK" STA: 35+70.58N:2296099.9472E:5764514.904012+0013+0014+0015+0016+0017+0018+0018+83N:2296051.7027E:5764795.6235N:2296045.9029E:5764828.1169"BL" STA: 13+90.57"BL" STA: 8+71.47"BL" STA: 10+71.50SD"SLOCRK" STA: 34+62.27N:2296071.9256E:5764652.402129+0030+0031+0032+0033+0034+0035+0036+0037+000+001+002+00 2+52 N:2296058.5550E:5764502.7347"SLOCRK" STA: 34+19.13"SD" STA: 0+00.00"BL" STA: 12+12.81"SD" STA: 1+50.26R420.00'APN 002-482-013APN 002-482-017APN 002-482-023APN 002-482-024APN 002-482-017APN 002-482-025APN 003-711-024APN 003-711-024APN 003-711-026APN 003-711-041APN 003-711-025 MATCHLINESTA:30+00SEE SHEET C-6 MATCHLIN E STA:36+50 SEE SHEE T C-8NORTHSCALE 1" = 40'2004040LIMITS OFGRADINGBIANCHI BYPASSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 40'7/6/20209064938HORIZONTAL CONTROL STA 30+00.00 TO 36+50.00C-7FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONBENCH 3"BBP" LINE"SLOCRK" LINE"BL" LINE"BL" LINEAPNAddress002-482-007304 Higuera Street002-482-012N/A002-482-013280 Higuera Street002-482-015300 Higuera Street002-482-017284 Higuera Street002-482-021390 Higuera Street002-482-023292 Higuera Street002-482-024286 Higuera Street002-482-025N/A002-482-026320 Higuera Street002-482-027306 Higuera Street002-511-023406 Higuera Street003-711-02334 South Street003-711-024264 Higuera Street003-711-02510 South Street003-711-026252 Higuera Street003-711-041236 Higuera Street004-511-0185 South Street004-511-02050 Higuera Street004-741-00123 South Street004-741-004170 Brook Street004-741-006178 Brook Street004-741-007180 Brook Street004-741-008184 Brook Street004-741-010160 Brook Street"SLOCRK" LINE"BBP" LINEESA FENCEPROPOSED GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEORDINARY HIGH WATER MARK LIMITFLOWLINEPARCEL LINE FROM CITY GISACCESSOR PARCELS OVERLYING THE WORK AREA (PER CITY GIS)"SD" LINE"SD" LINELEGEND XXX X X/// // / // /////// /// ////////// // /// ///XXXXXX//// // X X X X 14 6 1 16 5 . 9 4 TO P C O N C 1 46 2 1 64 . 66 T O P C O N C 1464 165.91TOP C O N C 1473166.22CONC COR1474165.97CONC POL1475165.92CONC POL4.22TBOW1478164.70TOP CONC 1479164.80 TOE C O N C 148 0 16 5 .9 2 TOP CONC1481165.94CONC POL4.2TBOW1405158.17SET 2X2+TACK1406158.64SET 2X2+TACK36+0037+0038+0039+0040+0041+0042+00N:2296451.0543E:5764908.7525N:2296478.6202E:5764913.6638N:2296611.4169E:5764937.3234N:2296642.9208E:5764942.9363-0+001+002+00 2+22 APN 002-482-015APN 002-482-017APN 002-482-023APN 002-482-017APN 002-482-026APN 002-482-026APN 002-482-027APN 002-482-021NORTHSCALE 1" = 40'2004040MATCHLINESTA:36+50SEE SHEET C-7 MATCHLINE STA:42+00 SEE SHEET C-9BENCH 4MATTHEWS OPENSPACE GRADINGHIGUERA ST.CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 40'7/6/20209064938HORIZONTAL CONTROL STA 36+50.00 TO 42+00.00C-8FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTION"SLOCRK" LINEAPNAddress002-482-007304 Higuera Street002-482-012N/A002-482-013280 Higuera Street002-482-015300 Higuera Street002-482-017284 Higuera Street002-482-021390 Higuera Street002-482-023292 Higuera Street002-482-024286 Higuera Street002-482-025N/A002-482-026320 Higuera Street002-482-027306 Higuera Street002-511-023406 Higuera Street003-711-02334 South Street003-711-024264 Higuera Street003-711-02510 South Street003-711-026252 Higuera Street003-711-041236 Higuera Street004-511-0185 South Street004-511-02050 Higuera Street004-741-00123 South Street004-741-004170 Brook Street004-741-006178 Brook Street004-741-007180 Brook Street004-741-008184 Brook Street004-741-010160 Brook Street"SLOCRK" LINEESA FENCEPROPOSED GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEORDINARY HIGH WATER MARK LIMITFLOWLINEPARCEL LINE FROM CITY GISACCESSOR PARCELS OVERLYING THE WORK AREA (PER CITY GIS)LEGEND"TB" LINE"TB" LINE /////////////////////////////////////////////// //XXX XX/// ///////////////////////////X X X1461165.94TOP CONC1462164.66TOP CONC 1464165.91TOP CONC 1473166.22CONC COR1474165.97CONC POL1475165.92CONC POL4.22TBOW1478164.70TOP CONC1479164.80TOE CONC 1480165.92TOP CONC1481165.94CONC POL4.2TBOW1527164.74TOP CONC1532164.72TOP CONC1534165.02CONC POL 4.5T1536165.03TOE CONC1541168.63TOP CONC1576168.80TOP CONC1580168.61TOP CONC1583167.55TOP CONC1584165.95TOP CONC1593164.71TOP CONC1595164.62TOP CONC1596164.72BOW CONC1597165.95TOP CONC 1598165.97BOW CONC 3.83T1617169.14TOP CONC1624165.42BOW CONC 3.3T1627164.91TOP CONC1628164.74BOW CONC1629164.52TOP CONC1635164.55TOP CONC1636164.61BOW CONC1637164.92TOP CONC1638164.95BOW CONC 3.9T1405158.17SET 2X2+TACK1406158.64SET 2X2+TACK1407162.25SET 5RBR WG CAPN:2297140.3262E:5764883.5389"SLOCRK" STA: 46+07.2942+0043+0044+0045+0046+0046+07N:2296642.9208E:5764942.9363APN 002-482-026APN 002-482-021APN 002-511-023NORTHSCALE 1" = 40'2004040 MATCHLINESTA:42+00SEE SHEET C-8SEDIMENTREMOVAL 1HIGUERA ST.MARSH ST.CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 40'7/6/20209064938HORIZONTAL CONTROL STA 42+00.00 TO 46+15.18C-9FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTION"SLOCRK" LINE APNAddress002-482-007304 Higuera Street002-482-012N/A002-482-013280 Higuera Street002-482-015300 Higuera Street002-482-017284 Higuera Street002-482-021390 Higuera Street002-482-023292 Higuera Street002-482-024286 Higuera Street002-482-025N/A002-482-026320 Higuera Street002-482-027306 Higuera Street002-511-023406 Higuera Street003-711-02334 South Street003-711-024264 Higuera Street003-711-02510 South Street003-711-026252 Higuera Street003-711-041236 Higuera Street004-511-0185 South Street004-511-02050 Higuera Street004-741-00123 South Street004-741-004170 Brook Street004-741-006178 Brook Street004-741-007180 Brook Street004-741-008184 Brook Street004-741-010160 Brook Street"SLOCRK" LINEESA FENCEPROPOSED GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEORDINARY HIGH WATER MARK LIMITFLOWLINEPARCEL LINE FROM CITY GISACCESSOR PARCELS OVERLYING THE WORK AREA (PER CITY GIS)LEGENDCALTRANS ROW /////////////////////////////////////////////////////////////////////////////////////////////////////////////XXXXXXXXXXX/////////////////////////////////////////////////////////// ////XXXXX X X XX XXXX XXXXXXXXXXXXX X X ////////////////////////////////////////////////////////////////////////////X/////////////////////////////////////////X///////////////////////////////////2170144.31WALL ANG BOT2173145.29WALL ANG BOT2175142.44WALL BOT GB2176141.54WALL BOT GB2. 7 : 1 10+00 11+00 12+0013+0014+0015+0016+0017+0018+0019+002 0 + 0 0 2 1 + 0 0 22 + 0 0 23+0024+000+001+002+003+004+005+005+40NTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNT22322522423423623723522822922623022724323832523924024131532424524424223 2 23132332131932031731631832231431324 6247248249253255254250252251260259295294293296297299298300304305302303306301307 3123103113093082892912902872882922582572562842852862832612622632642652662682672692712722732752742792812822802702762772782 . 7 : 1155148 1501551551601651601 6 0 1 5 5158159159158157 15515916 2 15 0150155 1481 4 9 1 5 0145 15516314915015515515015 0 1601551 5 0 1 5 6 ELEVATION ELEVATIONSTATION140145150155 1601651401451501551601650+000+200+400+600+801+001+201+401+601+802+002+202+402+602+803+003+203+403+603+804+004+204+404+604+805+005+205+405+40STA: 0+40.14 ELEV: 149.01 STA: 0+18.42 ELEV: 143.77 STA: 5+25.15 ELEV: 146.44 STA: 5+00.53 ELEV: 154.25NORTHSCALE 1" = 40'2004040 MATCHLINESTA:24+00SEE SHEET C-12SOUTH ST.US 1011 C-17 CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 40'7/6/20209064938SOUTH STREET BYPASS PLAN & PROFILEC-10FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONBENCH 1FG AT STATION LINEEG AT STATION LINESOUTH STREETBYPASSBENCH 2SAN LUIS OBISPO CREEK204BROOK ST.1C-112C-111" = 40' HSOUTH STREET BYPASS - PROFILE "SSBP" LINE1" = 10' V"SLOCRK" LINE104"SSBP" LINE1041041041041042032052026072032022051.16%606202202LEGENDNT100150150(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTE PER EXISTING TREE PLANESA FENCEPROPOSED SURFACE GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEFINISHED GRADE CONTOUR(E) GRADE CONTOURORDINARY HIGH WATER (OHW)PROPOSED RSP(E) CONCRETE SACK WALLPARCEL LINE FROM CITY GISREFERENCE NOTES:XXXDESCRIPTION100GRADING1035-FT SLOPE ROUNDING, PER 4/C-1710410-FT SLOPE ROUNDING, PER 4/C-17105GRADE FROM THE LAYOUT LINE TO DAYLIGHT AT THE SLOPE SHOWN106TRANSITION SMOOTHLY TO (E) GRADE107SLOPE TO TOE AT 2.5:1 SLOPE IN THE DIRECTION SHOWN108RSP LIMITS109MATCH (E) GRADE110GRADE SMOOTHLY BETWEEN LAYOUT LINES114CLASS III VEGETATED RSP 2.0' THICK115CLASS IV VEGETATED RSP 2.5' THICK1163' X 5' X 3' H BOULDER, PLACE AS DIRECTED AND PER 4/C-201174' X 6' X 2' H BOULDER, PLACE AS DIRECTED AND PER 4/C-20118ROOTWAD PER 1/C-20200TREES202PRUNE TREE203PRUNE TREE AND TREE ROOTS204TEMPORARY FENCE (TYPE ESA)205REMOVE TREE TO (E) GROUND. ROOTS TO REMAIN300STORM DRAIN307STORM DRAIN HEADWALL AND WINGWALLS PER CALTRANS STD D90SHEET C-27 AND 1/C-27 2/C-27600SITEWORK603RECONSTRUCT (E) FENCE (TYPE CL)604REMOVE BUILDING606EROSION CONTROL BLANKET, TO COVER ALL GRADED AREAS OUTSIDEOF RSP LIMITS607TEMPORARY CONSTRUCTION ACCESS. PATH SHOWN IS SCHEMATIC.PROVIDE CONSTRUCTION PLAN TO BE APPROVED BY THE ENGINEERPRIOR TO GRADING. REGRADE TO PRECONSTRUCTION CONDITIONS, ORPER GRADING PLANS IN THE GRADING AREAS.612RESET ROADSIDE SIGN (METAL POST)635RESET ROADSIDE SIGN (TWO METAL POST) /////////////////////XXXXXXXXX///XXXX2. 7 : 1 14+0015+0016+0017+000+001+00NTNTNTNTNTNTNTNTNTNTNTNTNTNTNT2892912902872572562842852862832612622632642652662682672692.7:1155148 1501581591591581571551591501551451491501502.00%2.00%2.1:1 MATCH EG ELEVATIONFG: 146.95FG: 149.84MATCH EG ELEVATION2.5:1 2.00%FG: 143.59 TOEMATCH EG ELEVATION TOE2.5:1 2.5:1FG: 144.04 TOEFG: 149.10, TOP OF SLOPEFG: 148.89, TOP OF SLOPEFG: 143.80 TOE2.5:1FG: 147.72"SLOCRK" STA: 14+10.50 OFF: 12.89' R"SLOCRK" STA: 15+58.43 OFF: 38.56' R"SLOCRK" STA: 15+85.60 OFF: 39.84' R"SLOCRK" STA: 15+21.67 OFF: 12.20' L"SLOCRK" STA: 15+91.09 OFF: 10.34' L"SLOCRK" STA: 15+68.71 OFF: 21.59' L"SLOCRK" STA: 15+68.84 OFF: 8.58' L"SLOCRK" STA: 15+39.55 OFF: 24.25' L"SLOCRK" STA: 15+37.57 OFF: 9.98' L"SLOCRK" STA: 14+42.51 OFF: 31.71' R"SLOCRK" STA: 14+65.20 OFF: 37.99' R/////////X X X XXXXXX////////////2 1 + 0 0 22 + 0 0 23+0024+004+005+005+40NTNTNTNTNTNTNTNTNT22822922623022724323832524131532424524424223 2 23132332131932031731631832231431324 6247248249250252251 1551551 6 0 1 5 5 16 2 15 0 1481 4 9 1 5 0 16315 0 1601551 5 0 1 5 6FG: 154.00, TOP OF SLOPEMATCH EG ELEVATION TOEFG: 154.28, TOP OF SLOPE2.2:1MATCH EG ELEVATION TOEFG: 146.75 TOEFG: 146.41 TOE2.6:1"SLOCRK" STA: 22+20.96 OFF: 29.92' L"SLOCRK" STA: 22+72.42 OFF: 8.94' L"SLOCRK" STA: 22+48.24 OFF: 29.76' L"SLOCRK" STA: 21+83.49 OFF: 8.74' L"SLOCRK" STA: 22+21.95 OFF: 11.29' L"SLOCRK" STA: 22+45.99 OFF: 11.84' LXXXXXXXX2.5:1 2.5:1 3.0:1 3.8:1 2.00% 2.00%MATCH EG ELEVATIONFG: 153.00FG: 153.00FG: 153.00FG: 153.00MATCH EG ELEVATION24+0025+0026+00"SLOCRK" STA: 23+36.95 OFF: 19.32' R"SLOCRK" STA: 23+56.21 OFF: 30.81' R"SLOCRK" STA: 24+24.75 OFF: 44.25' R"SLOCRK" STA: 24+82.62 OFF: 39.50' R"SLOCRK" STA: 25+58.77 OFF: 28.50' R"SLOCRK" STA: 25+40.21 OFF: 32.43' RNTNTNTNTNT2172 1 8 2192232222202212252242332342362372352282292262272432383252392421601631601481 4 9 1 5 0 155160155163NORTHSCALE 1" = 20'1002020 CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 20'7/6/20209064938SOUTH STREET BYPASS CONNECTIONSC-11FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONBENCH 1BENCH 1 AND SOUTH STREET BYPASS EXIT - GRADING DETAIL1C-11SOUTH STREET BYPASS ENTRANCE - GRADING DETAIL2C-11204BENCH 2 - GRADING DETAIL3C-11204SOUTH STREET BYPASSSOUTH STREETBYPASSBENCH 2BENCH 2205105109109109109109106106106106106104105105104107107103103202"SLOCRK" LINE"SSBP" LINE105US 101103103"SLOCRK" LINE"SLOCRK " L INE603105106109109"SSBP" LINE104109109109105105REFER TO SHEET C-18 FOR RSP DETAILREFER TO SHEET C-18 FOR RSP DETAILREFER TO SHEET C-18 FOR RSP DETAIL(E) SACKED CONCRETE WALL607TOP (E) 36" RCP=149.51203(E) STORM DRAIN6356124C-174C-17LEGENDNT100150150(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTE PER EXISTING TREE PLANESA FENCEPROPOSED SURFACE GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEFINISHED GRADE CONTOUR(E) GRADE CONTOURORDINARY HIGH WATER (OHW)PROPOSED RSP(E) CONCRETE SACK WALLPARCEL LINE FROM CITY GIS106106104106109REFERENCE NOTES:XXXDESCRIPTION100GRADING1035-FT SLOPE ROUNDING, PER 4/C-1710410-FT SLOPE ROUNDING, PER 4/C-17105GRADE FROM THE LAYOUT LINE TO DAYLIGHT AT THE SLOPE SHOWN106TRANSITION SMOOTHLY TO (E) GRADE107SLOPE TO TOE AT 2.5:1 SLOPE IN THE DIRECTION SHOWN108RSP LIMITS109MATCH (E) GRADE110GRADE SMOOTHLY BETWEEN LAYOUT LINES114CLASS III VEGETATED RSP 2.0' THICK115CLASS IV VEGETATED RSP 2.5' THICK1163' X 5' X 3' H BOULDER, PLACE AS DIRECTED AND PER 4/C-201174' X 6' X 2' H BOULDER, PLACE AS DIRECTED AND PER 4/C-20118ROOTWAD PER 1/C-20200TREES202PRUNE TREE203PRUNE TREE AND TREE ROOTS204TEMPORARY FENCE (TYPE ESA)205REMOVE TREE TO (E) GROUND. ROOTS TO REMAIN300STORM DRAIN307STORM DRAIN HEADWALL AND WINGWALLS PER CALTRANS STD D90SHEET C-27 AND 1/C-27 2/C-27600SITEWORK603RECONSTRUCT (E) FENCE (TYPE CL)604REMOVE BUILDING606EROSION CONTROL BLANKET, TO COVER ALL GRADED AREAS OUTSIDEOF RSP LIMITS607TEMPORARY CONSTRUCTION ACCESS. PATH SHOWN IS SCHEMATIC.PROVIDE CONSTRUCTION PLAN TO BE APPROVED BY THE ENGINEERPRIOR TO GRADING. REGRADE TO PRECONSTRUCTION CONDITIONS, ORPER GRADING PLANS IN THE GRADING AREAS.612RESET ROADSIDE SIGN (METAL POST)635RESET ROADSIDE SIGN (TWO METAL POST) GVX //////////XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXX X// XX X159 1601651671701601651651601701571601651611651681688+669+0010+0011+00 12+00 STA: 10+00.00OFF: 0.00'STA: 11+20.00OFF: 0.00'2.5:1 2.7:1 24+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+00BEGIN V.C.STA: 11+35.00OFF: 0.00'10+0011+0012+0013+0014+0015+0016+0017+0018+0018+83NTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNT1041031051021071061211091421431451441461471481311081321 2 0133136134135138137139140141 115110 112111605958114113505161116118117119156162166161150149152151153154157160158159163165164167176168169170171172173174175177181179180182178155190191192195196197198200 199194193201202203204205206207208211209329330186185184183187328327 188210212213214215189326217216218 219223222220221225224233234236237235228229226227243238325242STA: 12+03.1916917 1 17 01554.0:1 STA: 9+50.00STA: 8+91.0016 9160163 165160160162163164165167158152155164165167157155160155159157157157148149150157160163 1551551541711701 6 9 169 1 7 0 171165155160155163158170175180170160160ELEVATION STATION14515015516016517017514515015516016517017510+0010+2010+4010+6010+8011+0011+2011+4011+6011+8012+0012+2012+4012+6012+8013+0013+2013+4013+6013+8014+0014+2014+4014+6014+8015+0015+2015+4015+6015+8016+0016+2016+4016+6016+8017+0017+2017+4017+6017+8018+0018+2018+4018+6018+80STA: 18+49.12 ELEV: 155.33 STA: 18+20.69 ELEV: 160.15 STA: 10+38.18ELEV: 156.10STA: 10+05.80ELEV: 150.73 NORTHSCALE 1" = 40'2004040 MATCHLINE STA:35+75 SEE SHEET C-14MATCHLINESTA:24+00SEE SHEET C-10BIANCHI LN.2 C-17 CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 40'7/6/20209064938BIANCHI LANE BYPASS PLAN & PROFILEC-12FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTION0.50%BENCH 2BIANCHI LANEBYPASSBENCH 31" = 40' HBIANCHI LANE BYPASS - PROFILE "BBP" LINE1" = 10' V3C-11FG AT STATION LINEEG AT STATION LINE1C-132C-13204US 101"BBP" LINE"SLOCRK" LINE104104104205202202606606202606LEGENDNT100150150(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTE PER EXISTING TREE PLANESA FENCEPROPOSED SURFACE GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEFINISHED GRADE CONTOUR(E) GRADE CONTOURORDINARY HIGH WATER (OHW)PROPOSED RSP(E) CONCRETE SACK WALLPARCEL LINE FROM CITY GISREFERENCE NOTES:XXXDESCRIPTION100GRADING1035-FT SLOPE ROUNDING, PER 4/C-1710410-FT SLOPE ROUNDING, PER 4/C-17105GRADE FROM THE LAYOUT LINE TO DAYLIGHT AT THE SLOPE SHOWN106TRANSITION SMOOTHLY TO (E) GRADE107SLOPE TO TOE AT 2.5:1 SLOPE IN THE DIRECTION SHOWN108RSP LIMITS109MATCH (E) GRADE110GRADE SMOOTHLY BETWEEN LAYOUT LINES114CLASS III VEGETATED RSP 2.0' THICK115CLASS IV VEGETATED RSP 2.5' THICK1163' X 5' X 3' H BOULDER, PLACE AS DIRECTED AND PER 4/C-201174' X 6' X 2' H BOULDER, PLACE AS DIRECTED AND PER 4/C-20118ROOTWAD PER 1/C-20200TREES202PRUNE TREE203PRUNE TREE AND TREE ROOTS204TEMPORARY FENCE (TYPE ESA)205REMOVE TREE TO (E) GROUND. ROOTS TO REMAIN300STORM DRAIN307STORM DRAIN HEADWALL AND WINGWALLS PER CALTRANS STD D90SHEET C-27 AND 1/C-27 2/C-27600SITEWORK603RECONSTRUCT (E) FENCE (TYPE CL)604REMOVE BUILDING606EROSION CONTROL BLANKET, TO COVER ALL GRADED AREAS OUTSIDEOF RSP LIMITS607TEMPORARY CONSTRUCTION ACCESS. PATH SHOWN IS SCHEMATIC.PROVIDE CONSTRUCTION PLAN TO BE APPROVED BY THE ENGINEERPRIOR TO GRADING. REGRADE TO PRECONSTRUCTION CONDITIONS, ORPER GRADING PLANS IN THE GRADING AREAS.612RESET ROADSIDE SIGN (METAL POST)635RESET ROADSIDE SIGN (TWO METAL POST) XXXXXXXXXXXXXXXXXXXXXX2.0:1 2.7: 1 26+0027+0028+0010+0011+00NTNTNTNTNTNTNT1741751951961971982 0 0 19919419320120220320420520620720821120932933018618518418 7328 327 188210212213214215189326217216218 2192214.0:1163 160162163164165167158152155160155159157157157160163160155FG: 155.96 TOP OF SLOPEFG: 156.24 TOP OF SLOPEFG: 151.55 TOEMATCH EG ELEVATION TOEFG: 151.53 TOEMATCH EG ELEVATION TOE"SLOCRK" STA: 26+95.62 OFF: 24.12' L"SLOCRK" STA: 27+26.54 OFF: 19.83' L"SLOCRK" STA: 27+28.60 OFF: 7.87' L"SLOCRK" STA: 27+51.41 OFF: 11.72' L"SLOCRK" STA: 26+95.73 OFF: 5.30' L"SLOCRK" STA: 26+67.09 OFF: 4.49' LXX X XX///////// X X16016516717016016516516017015515716016516116516816810+0011+00 12+00 STA: 10+00.00OFF: 0.00'STA: 11+20.00OFF: 0.00'2.5:1 34+0035+0036+00BEGIN V.C.STA: 11+35.00OFF: 0.00'END V.C.17+0018+0018+83NTNTNTNTNTNTNTNTNTNTNT1041031051021071061211091311081321 2 0 115110 112111605958114113495051616257484 7525354116118117119STA: 12+03.19OFF: 10.08' L16917 1 17 0155STA: 9+50.0016 9164165167157155 1551551541711701 6 9 169 1 7 0 1711651.00% 2.5:1 2.0: 1 2.0:1 2.0:1MATCH EG TOE ELEVATIONTOP OF BENCH, FG: 156.38MATCH EG TOE ELEVATION2.00% 2.5:1MATCH EG CL ELEVATIONCL FG: 153.97CL FG: 154.64MATCH EG CL ELEVATIONMATCH EG TOE ELEVATIONBEGIN BENCH, FG: 155.31MATCH EG TOE ELEVATIONEND BENCH, FG: 156.87TOP OF BENCH, FG: 156.95TOP OF BENCH, FG: 156.562.5:1 2.5:1 2.3:1TOP OF BENCH, FG: 156.30TOP OF SLOPE, FG: 160.21TOP OF SLOPE, FG: 159.90FG: 155.00 TOE2.5:1 TOP OF SLOPE, FG: 155.37TOP OF SLOPE, FG: 159.21FG: 154.61 TOE2.7:1 MATCH EG TOE ELEVATION"SLOCRK" STA: 34+10.27 OFF: 11.35' R"SLOCRK" STA: 34+50.02 OFF: 21.59' R"SLOCRK" STA: 35+70.17 OFF: 13.39' R"SLOCRK" STA: 33+92.13 OFF: 0.00' L"SLOCRK" STA: 34+98.33 OFF: 0.00' R"SLOCRK" STA: 35+70.58 OFF: 0.00' L"SLOCRK" STA: 34+00.00 OFF: 0.00' R"SLOCRK" STA: 35+70.88 OFF: 10.35' L"SLOCRK" STA: 34+31.50 OFF: 13.85' R"SLOCRK" STA: 33+92.18 OFF: 8.95' L"SLOCRK" STA: 35+45.21 OFF: 13.15' R"SLOCRK" STA: 35+33.02 OFF: 21.41' R"SLOCRK" STA: 34+74.01 OFF: 22.08' R"SLOCRK" STA: 34+39.29 OFF: 21.66' R"SLOCRK" STA: 35+34.05 OFF: 22.64' L"SLOCRK" STA: 34+90.99 OFF: 21.15' L"SLOCRK" STA: 34+90.11 OFF: 8.92' L"SLOCRK" STA: 35+34.79 OFF: 10.40' L"SLOCRK" STA: 34+33.50 OFF: 22.25' L"SLOCRK" STA: 34+33.31 OFF: 9.98' L"SLOCRK" STA: 35+80.19 OFF: 38.64' LNORTHSCALE 1" = 20'1002020 CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 20'7/6/20209064938BIANCHI LANE BYPASS CONNECTIONSC-13FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONBIANCHI LANE BYPASS EXIT - GRADING DETAIL1C-13BENCH 3 AND BIANCHI LANE BYPASS ENTRANCE - GRADING DETAIL2C-13BIANCHI LANEBYPASSBENCH 2BIANCHI LANEBYPASSBIANCHI LANESEE SHEET C-22BENCH 3109109109105202205205"SLOCRK" LINE"BBP" LINE104109"SLOCRK" LINE103104"BBP" LINE103REMOVEMOUND"BL" LINE 1061061061061055 C-17REFER TO SHEET C-19 FOR RSP DETAILSEE 1/C-17REFER TO SHEET C-19 FOR RSP DETAIL2022022022022022024C-17LEGENDNT100150150(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTE PER EXISTING TREE PLANESA FENCEPROPOSED SURFACE GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEFINISHED GRADE CONTOUR(E) GRADE CONTOURORDINARY HIGH WATER (OHW)PROPOSED RSP(E) CONCRETE SACK WALLPARCEL LINE FROM CITY GIS109106106105105109REFERENCE NOTES:XXXDESCRIPTION100GRADING1035-FT SLOPE ROUNDING, PER 4/C-1710410-FT SLOPE ROUNDING, PER 4/C-17105GRADE FROM THE LAYOUT LINE TO DAYLIGHT AT THE SLOPE SHOWN106TRANSITION SMOOTHLY TO (E) GRADE107SLOPE TO TOE AT 2.5:1 SLOPE IN THE DIRECTION SHOWN108RSP LIMITS109MATCH (E) GRADE110GRADE SMOOTHLY BETWEEN LAYOUT LINES111ROCK LINED SWALE, 1' DEEP, 3' WIDE AT BOTTOM. LINE WITH 10" LAYEROF 6" ANGULAR ROCK. TRANSITION TO 0' DEEP AT TIE-IN TO VEGETATEDRSP.114CLASS III VEGETATED RSP 2.0' THICK115CLASS IV VEGETATED RSP 2.5' THICK200TREES202PRUNE TREE203PRUNE TREE AND TREE ROOTS204TEMPORARY FENCE (TYPE ESA)205REMOVE TREE TO (E) GROUND. ROOTS TO REMAIN600SITEWORK601(E) FENCE (TYPE WOOD SPLIT RAIL)602RECONSTRUCT (E) WOOD FENCE (TYPE WOOD SPLIT RAIL)111109 ///XXXXX X /////////////// //XXXXXX/ /////////////// //XX/////// //////////////X14 6 1 16 5 . 9 4 T O P C O N C 14 6 2 1 6 4 . 6 6 TOP CONC 1464165.9 1 TOP C O N C 1473166.22CONC COR1474165.97CONC POL1475165.92CONC POL4.22TBOW1478164.70TOP CONC1479164.80TOE C O N C 1480165 . 92TOP CONC1481165.94CONC POL4.2TBOW 15 2 7 16 4 . 7 4 TO P CONC 1532 164.72TOP CO N C 1534165.02CONC POL 4.5T1536165.03TOE CONC1541168.63TOP CONC1576168.80TOP CONC1580168.61TOP CONC 15 8 3 1 6 7 . 5 5TOP CONC1584165.95TOP CONC1593164.71TOP CONC159 5 164. 6 2 TOP C O N C 1596164.72BOW CONC 15 9 7 16 5 . 9 5 T O P C O N C 1598165.97BOW CONC 3.83T1617169.14TOP CONC1624165.42BOW CONC 3.3T162 7 16 4 . 9 1 TOP CON C 1628164.74BOW CO N C 1 6 2 9 1 6 4 . 5 2TOP CONC1635164.55TOP CONC16 3 6 16 4 . 6 1 B O W C O N C1637164.92TOP CONC1638164.95BOW CONC 3.9T939281829596 NT172172 1 7 2 1651601571701651602.0:1 46+0736+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+001712.0:1 1 7 3 2.00%2728NTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNT43 331215612978 913022 8685212019162318636465662470697172737 4 76888711260595811349505161625756554648475253544544434241393840302931353233363734 757778899091989710110099947980848325266867 17 1251261241271221231281514121310112.0:12.0:1 2.0:12.00%2.00%2.00% 4.54%165170175172172172173 170172 170171 1601651701691691701721701691641651601701711720.14%2.93% NORTHSCALE 1" = 40'2004040MATCHLINESTA:36+00SEE SHEET C-12 HIGUERA ST.MARSH ST.CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 40'7/6/20209064938BIANCHI LANE TO MARSH STREET GRADING PLANC-14FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONBENCH 41C-151C-166043C-17 "SLOCRK" LINEMATTHEWSOPEN SPACE202202202202202205606LEGENDNT100150150(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTE PER EXISTING TREE PLANESA FENCEPROPOSED SURFACE GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEFINISHED GRADE CONTOUR(E) GRADE CONTOURORDINARY HIGH WATER (OHW)PROPOSED RSP(E) CONCRETE SACK WALLPARCEL LINE FROM CITY GISREFERENCE NOTES:XXXDESCRIPTION100GRADING1035-FT SLOPE ROUNDING, PER 4/C-1710410-FT SLOPE ROUNDING, PER 4/C-17105GRADE FROM THE LAYOUT LINE TO DAYLIGHT AT THE SLOPE SHOWN106TRANSITION SMOOTHLY TO (E) GRADE107SLOPE TO TOE AT 2.5:1 SLOPE IN THE DIRECTION SHOWN108RSP LIMITS109MATCH (E) GRADE110GRADE SMOOTHLY BETWEEN LAYOUT LINES114CLASS III VEGETATED RSP 2.0' THICK115CLASS IV VEGETATED RSP 2.5' THICK1163' X 5' X 3' H BOULDER, PLACE AS DIRECTED AND PER 4/C-201174' X 6' X 2' H BOULDER, PLACE AS DIRECTED AND PER 4/C-20118ROOTWAD PER 1/C-20200TREES202PRUNE TREE203PRUNE TREE AND TREE ROOTS204TEMPORARY FENCE (TYPE ESA)205REMOVE TREE TO (E) GROUND. ROOTS TO REMAIN300STORM DRAIN307STORM DRAIN HEADWALL AND WINGWALLS PER CALTRANS STD D90SHEET C-27 AND 1/C-27 2/C-27600SITEWORK603RECONSTRUCT (E) FENCE (TYPE CL)604REMOVE BUILDING606EROSION CONTROL BLANKET, TO COVER ALL GRADED AREAS OUTSIDEOF RSP LIMITS607TEMPORARY CONSTRUCTION ACCESS. PATH SHOWN IS SCHEMATIC.PROVIDE CONSTRUCTION PLAN TO BE APPROVED BY THE ENGINEERPRIOR TO GRADING. REGRADE TO PRECONSTRUCTION CONDITIONS, ORPER GRADING PLANS IN THE GRADING AREAS.612RESET ROADSIDE SIGN (METAL POST)635RESET ROADSIDE SIGN (TWO METAL POST) /////////////////////////////////////////////XXXXXX //////XXXXXXXXXXXX14 6 1 16 5 . 9 4 T O P C O N C 1473166.22CONC COR939281829596 NT172172 1 7 2 1651601571701651602.0:1 38+0039+0040+0041+001712.0:1 1 7 3 2.00%2728NTNTNTNTNTNTNTNTNTNTNTNT22 8685212019162318636465662470697172737 4 76888741393840302931353233363734757778899091989710110099947980848325266867 17 125126124127122123128152.0:1 2.0:1 2.0:12.00%2.00% 2.00% 4.54%172172172173 170172 170171 160165170169169170172170169164165160END BENCH, FG: 156.83BEGIN BENCH, FG: 156.78TOP OF BENCH, FG: 157.15TOP OF BENCH, FG: 156.62TOP OF BENCH, FG: 156.39TOP OF BENCH, FG: 156.21TOP OF BENCH, FG: 156.41"SLOCRK" STA: 39+92.66 OFF: 18.61' R"SLOCRK" STA: 37+76.16 OFF: 15.79' R"SLOCRK" STA: 39+83.22 OFF: 25.16' R"SLOCRK" STA: 39+10.91 OFF: 21.49' R"SLOCRK" STA: 38+68.25 OFF: 21.92' R"SLOCRK" STA: 38+32.64 OFF: 23.69' R"SLOCRK" STA: 37+88.94 OFF: 23.08' R1701711720.14%2.93% NORTHSCALE 1" = 20'1002020CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 20'7/6/20209064938MATTHEWS OPEN SPACE GRADINGC-15FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONBENCH 4 AND MATTHEWS OPEN SPACE - GRADING DETAIL1C-15BENCH 4HIGUERA ST.202202109106106109"SLOCRK" LINE105105105MATTHEWS OPEN SPACE202202202202601602602202604C-173 205205205205205LEGENDNT100150150(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTE PER EXISTING TREE PLANESA FENCEPROPOSED SURFACE GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEFINISHED GRADE CONTOUR(E) GRADE CONTOURORDINARY HIGH WATER (OHW)PROPOSED RSP(E) CONCRETE SACK WALLPARCEL LINE FROM CITY GIS105105REFER TO SHEET C-25 FOR UTILITY AND CIVIL IMPROVEMENTS AT MATTHEWS OPEN SPACEREFERENCE NOTES:XXXDESCRIPTION100GRADING1035-FT SLOPE ROUNDING, PER 4/C-1710410-FT SLOPE ROUNDING, PER 4/C-17105GRADE FROM THE LAYOUT LINE TO DAYLIGHT AT THE SLOPE SHOWN106TRANSITION SMOOTHLY TO (E) GRADE107SLOPE TO TOE AT 2.5:1 SLOPE IN THE DIRECTION SHOWN108RSP LIMITS109MATCH (E) GRADE110GRADE SMOOTHLY BETWEEN LAYOUT LINES111ROCK LINED SWALE, 1' DEEP, 3' WIDE AT BOTTOM. LINE WITH 10" LAYEROF 6" ANGULAR ROCK. TRANSITION TO 0' DEEP AT TIE-IN TO VEGETATEDRSP.114CLASS III VEGETATED RSP 2.0' THICK115CLASS IV VEGETATED RSP 2.5' THICK200TREES202PRUNE TREE203PRUNE TREE AND TREE ROOTS204TEMPORARY FENCE (TYPE ESA)205REMOVE TREE TO (E) GROUND. ROOTS TO REMAIN600SITEWORK601(E) FENCE (TYPE WOOD SPLIT RAIL)602RECONSTRUCT (E) WOOD FENCE (TYPE WOOD SPLIT RAIL) //////X///X//////////////////////////////1461165.94TOP CONC1462164.66TOP CONC 1464165.91TOP CONC 1473166.22CONC COR1474165.97CONC POL1475165.92CONC POL4.22TBOW1478164.70TOP CONC1479164.80TOE CONC 1480165.92TOP CONC1481165.94CONC POL4.2TBOW1527164.74TOP CONC 1532164.72TOP CONC1534165.02CONC POL 4.5T1536165.03TOE CONC1541168.63TOP CONC1576168.80TOP CONC1580168.61TOP CONC15 8 3 16 7 . 5 5 T O P C O N C1584165.95TOP CONC1593164.71TOP CONC1595164.62TOP CONC 1596164.72BOW CONC1597165.95TOP CONC 1598165.97BOW CONC 3.83T1617169.14TOP CONC1624165.42BOW CONC 3.3T 16 27 16 4 . 9 1 TOP CON C 1628164.74BOW CO N C162 9164 . 52 TOP CO N C 1635164.55TOP CONC16 3 6 16 4 . 6 1 BO W C O N C1637164.92TOP CONC1638164.95BOW CONC 3.9T42+0043+0044+0045+00NTNTNTNTNTNTNTNTNTNTNTNT43 331215612978 9130851617 125126124127122123128151412131011165170175172NORTHSCALE 1" = 20'1002020 CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 20'7/6/20209064938MARSH STREET BRIDGE GRADINGC-16FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONMARSH STREET BRIDGE - SEDIMENT REMOVAL DETAIL1C-16(E) THALWEGOHWMEXISTINGGROUND 1.0%EXISTINGMARSH STREETBRIDGE(E) CONCRETE WALLTO REMAIN. PROTECTIN PLACE1-FOOT REMOVE SEDIMENTAND VEGETATION TO1-FOOT ABOVEWATER LEVEL AT TIMEOF CONSTRUCTIONWHERE SHOWN,EXTEND EXISTINGSLOPE AT 2.5H:1V MAXOHWMEXISTING CONCRETE WALL TOREMAIN. PROTECT IN PLACEREMOVE SEDIMENTWITHIN BRIDGE TO1-FOOT ABOVEWATER LEVEL AT TIMEOF CONSTRUCTION(E) SEWER SAG PIPEUPSTREAM OF BRIDGE.PROFILE APPROXIMATE.NOTES:1. ALL BARRELS TO BECLEARED OF DEBRIS PRIOR TO SEDIMENT REMOVAL.2. SET REFERENCE MARKERS FOR EXISTINGFLOWLINE AND WATER SURFACE ELEVATION PRIORTO ANY DEWATERING OR GRADING.605TYPICAL SECTION AT MARSH STREET BRIDGE2C-16"SLOCRK" LINE1-FOOT 2051.0%LEGENDNT100150150(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTE PER EXISTING TREE PLANESA FENCEPROPOSED SURFACE GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEFINISHED GRADE CONTOUR(E) GRADE CONTOURORDINARY HIGH WATER (OHW)PROPOSED RSP(E) CONCRETE SACK WALLSEDIMENT REMOVALEXTEND (E) SLOPEPARCEL LINE FROM CITY GIS605(E) SEWERCALTRANS ROWREFERENCE NOTES:XXXDESCRIPTION100GRADING1035-FT SLOPE ROUNDING, PER 4/C-1710410-FT SLOPE ROUNDING, PER 4/C-17105GRADE FROM THE LAYOUT LINE TO DAYLIGHT AT THE SLOPE SHOWN106TRANSITION SMOOTHLY TO (E) GRADE107SLOPE TO TOE AT 2.5:1 SLOPE IN THE DIRECTION SHOWN108RSP LIMITS109MATCH (E) GRADE110GRADE SMOOTHLY BETWEEN LAYOUT LINES114CLASS III VEGETATED RSP 2.0' THICK115CLASS IV VEGETATED RSP 2.5' THICK1163' X 5' X 3' H BOULDER, PLACE AS DIRECTED AND PER 4/C-201174' X 6' X 2' H BOULDER, PLACE AS DIRECTED AND PER 4/C-20118ROOTWAD PER 1/C-20119EXTEND (E) SLOPE FROM UPPER LIMITS SHOWN, TO THE SEDIMENTREMOVAL ELEVATION, AT 2.5:1 SLOPE200TREES202PRUNE TREE203PRUNE TREE AND TREE ROOTS204TEMPORARY FENCE (TYPE ESA)205REMOVE TREE TO (E) GROUND. ROOTS TO REMAIN600SITEWORK603RECONSTRUCT (E) FENCE (TYPE CL)604REMOVE BUILDING606EROSION CONTROL BLANKET, TO COVER ALL GRADED AREAS OUTSIDEOF RSP LIMITS607TEMPORARY CONSTRUCTION ACCESS. PATH SHOWN IS SCHEMATIC.PROVIDE CONSTRUCTION PLAN TO BE APPROVED BY THE ENGINEERPRIOR TO GRADING. REGRADE TO PRECONSTRUCTION CONDITIONS, ORPER GRADING PLANS IN THE GRADING AREAS.635RESET ROADSIDE SIGN (TWO METAL POST)119 SCALE: N.T.S.TYPICAL SOUTH STREET BYPASS CHANNEL GRADING12.5H : 1V MAXGRADE BREAK (E) GROUNDGRADE BREAK2.5H : 1V MAX20 FEET4 TO 9 FEET2%SCALE: N.T.S.BIANCHI BYPASS CHANNEL AND FUTURE BIKE TRAIL GRADING22 H : 1 V M A X GRADE BREAK (E) GROUNDGRADE BREAK 20 FEET3 TO 11 FEET GRADE BREAK 1.0%2 H : 1 V M A X GRADE BREAK14 FEET MIN.FUTUREBIKE TRAIL2.5H : 1V MAX2%SCALE: N.T.S.TYPICAL SECTION AT BENCH 43OHWMOHWMEXIST TOEEXIST TOE 2H : 1V MAX(E) CREEK BANKTO REMAIN(E) CONCRETE PADAND OVERHANGTO REMAIN(E) STRUCTURETO REMAIN(E) STRUCTURETO BE REMOVEDNOTE:BUILDING FOUNDATIONS ARE SCHEMATICONLY. FOUNDATION TYPE AND PHYSICALCONDITION UNKNOWN.FOUNDATIONUNKNOWNFOUNDATIONUNKNOWN100-YEAR WATERSURFACE ELEVATIONCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 40'7/6/20209064938GRADING DETAILSC-17FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONSCALE: N.T.S.TYPICAL BENCH GRADING AND SLOPE ROUNDING42.0%2H : 1V MAX OHWM (E) GROUND(E) TOE 5' OR 10'SEE PLANGRADING LIMIT SHOWN ON PLANSLOPE ROUNDINGSLOPE ROUNDINGPER PLANSLOPE ROUNDINGPER PLANSLOPE ROUNDINGPER PLANSLOPE ROUNDINGPER PLAN2.0%2.0%0.5 FEET(N) SAN LUIS CREEK CENTERLINEScale: N.T.S.SAN LUIS CREEK BED AT BIANCHI LANE BRIDGE, STA 33+92.13 TO 35+70.38510 FEET10 FEETREFERENCE SHEET C-10REFERENCE SHEET C-12REFERENCE SHEET C-13REFERENCE SHEET C-14(N) TOE GRADE BREAK GRADE BREAK APN: 002-482-017OWNER: MADONNA PROPERTIESII LLC A Ca LLCAPN: 002-482-027OWNER: TODD R FAMILY TRUST2.5H : 1V MAX2.5H : 1V MAXBENCH 3BIANCHI LANE BYPASS(N) TOE 2.0%10'10'"SSBP"10'10'"BBP" LAYOUT LINEGRADE BREAK"SLOCRK" LAYOUT LINE GRADE BREAK"SLOCRK" ///////////////////////XXXXXXXXXXXXX2.7:1 14+0015+0016+0017+00FG: 149.24, RSP TRANSITIONFG: 150.81, RSPFG: 143.93, RSP0+001+00NTNTNTNTNTNTNTNTNTNTNTNTNTNTNT289291290287292257284285286283261262263264265266268267FG: 143.60 TOE, RSP"SSBP" STA: 0+50.96 OFF: 25.40' R"SSBP" STA: 0+58.96 OFF: 13.58' L"SSBP" STA: 0+25.71 OFF: 14.42' L"SSBP" STA: 0+06.93 OFF: 10.11' L2.7:1FG: 149.08, RSP"SSBP" STA: 0+59.30 OFF: 17.31' RFG: 149.52, RSP"SSBP" STA: 0+60.11 OFF: 12.61' R155148150158159159158157155159150155145149150150/////////X X X XXXXXXX//////////////2 1 + 0 0 22 + 0 0 23+0024+00FG: 147.16 TOE, RSPFG: 156.58, RSPFG: 157.10, RSPFG: 154.84, RSP TRANSITIONEG: 146.52 TOE, RSP4+005+005+40NTNTNTNTNTNTNTNTNT23722822922623022724323832523924131532424524424223 2 23132332131932031731631832231431324 6247248249253250252251"SSBP" STA: 4+94.21 OFF: 35.93' RFG: 154.31, RSP TRANSITION"SSBP" STA: 4+81.00 OFF: 21.86' R"SSBP" STA: 4+72.80 OFF: 21.62' R"SSBP" STA: 4+73.93 OFF: 17.20' L"SSBP" STA: 5+20.66 OFF: 18.64' L"SSBP" STA: 5+31.47 OFF: 6.19' L1551551 6 0 1 5 5 16 2 15 0 1481 4 9 1 5 0 16315 0 160155150 1 5 6NORTHSCALE 1" = 20'1002020 US 101CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 20'7/6/20209064938SOUTH STREET BYPASS RSPC-18FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONSOUTH STREET BYPASSBENCH 1SOUTH ST.108108114115108114115116117116117BENCH 1 AND SOUTH STREET BYPASS EXIT - RSP DETAIL1C-18SOUTH STREET BYPASS ENTRANCE - RSP DETAIL2C-18"SSBP" LINE"SLOCRK" LINE"SSBP" LINE"S L O C R K " L I N E 6C-20 6C-20ROOT WAD 12052032022052052035C-20 1181152031171162022021085C-20BOULDERCLUSTER 1BOULDERCLUSTER 2LEGENDNT100150150(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTE PER EXISTING TREE PLANESA FENCEPROPOSED SURFACE GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEFINISHED GRADE CONTOUR(E) GRADE CONTOURORDINARY HIGH WATER (OHW)PROPOSED RSP(E) CONCRETE SACK WALLPARCEL LINE FROM CITY GISREFERENCE NOTES:XXXDESCRIPTION100GRADING1035-FT SLOPE ROUNDING, PER 4/C-1710410-FT SLOPE ROUNDING, PER 4/C-17105GRADE FROM THE LAYOUT LINE TO DAYLIGHT AT THE SLOPE SHOWN106TRANSITION SMOOTHLY TO (E) GRADE107SLOPE TO TOE AT 2.5:1 SLOPE IN THE DIRECTION SHOWN108RSP LIMITS109MATCH (E) GRADE110GRADE SMOOTHLY BETWEEN LAYOUT LINES114CLASS III VEGETATED RSP 2.0' THICK115CLASS IV VEGETATED RSP 2.5' THICK1163' X 5' X 3' H BOULDER, PLACE AS DIRECTED AND PER 4/C-201174' X 6' X 2' H BOULDER, PLACE AS DIRECTED AND PER 4/C-20118ROOTWAD PER 1/C-20200TREES202PRUNE TREE203PRUNE TREE AND TREE ROOTS204TEMPORARY FENCE (TYPE ESA)205REMOVE TREE TO (E) GROUND. ROOTS TO REMAIN300STORM DRAIN307STORM DRAIN HEADWALL AND WINGWALLS PER CALTRANS STD D90SHEET C-27 AND 1/C-27 2/C-27600SITEWORK603RECONSTRUCT (E) FENCE (TYPE CL)604REMOVE BUILDING606EROSION CONTROL BLANKET, TO COVER ALL GRADED AREAS OUTSIDEOF RSP LIMITS607TEMPORARY CONSTRUCTION ACCESS. PATH SHOWN IS SCHEMATIC.PROVIDE CONSTRUCTION PLAN TO BE APPROVED BY THE ENGINEERPRIOR TO GRADING. REGRADE TO PRECONSTRUCTION CONDITIONS, ORPER GRADING PLANS IN THE GRADING AREAS.612RESET ROADSIDE SIGN (METAL POST)635RESET ROADSIDE SIGN (TWO METAL POST) XXXXXXXXXXXXXXXXXXXXX2.0:1 2.7:1 26+0027+0028+00FG: 151.56, RSPFG: 156.03, RSPFG: 159.01, RSPFG: 155.82, RSP10+0011+00NTNTNTNTNTNTNTNT174175177192195196197198200 199194193201202203204205206207208211209329330186185184183187328 327 188210212213214215189326217216218 219"BBP" STA: 10+44.73 OFF: 22.77' R"BBP" STA: 10+62.44 OFF: 9.91' R"BBP" STA: 10+62.63 OFF: 15.19' L"BBP" STA: 10+21.09 OFF: 27.92' LFG: 150.72, RSP"BBP" STA: 10+00.00 OFF: 7.28' L4.0:1163 160162163164165167158152155160155159157157157160163160GVXX XXX XXX X X159 1601651671701601651651601701571601651611651681688+669+0010+0011+00 STA: 10+00.00OFF: 0.00'STA: 11+20.00OFF: 0.00'2.5:1 34+0035+0036+00FG: 154.44 TOE, RSPFG: 155.36 TOE, RSPFG: 164.19, RSPFG: 163.00, RSPFG: 162.96, RSPFG: 163.00, RSPBEGIN V.C.STA: 11+35.00OFF: 0.00'17+0018+0018+83NTNTNTNTNTNTNTNTNTNT1041031051021071061211091311081321 2 0133 115110 11211160595811411349505161625253116118117119"BBP" STA: 17+25.33 OFF: 62.65' R"BBP" STA: 17+09.84 OFF: 50.32' R"BBP" STA: 17+09.62 OFF: 19.47' R"BBP" STA: 17+09.62 OFF: 16.78' L"BBP" STA: 18+14.54 OFF: 15.67' L"BBP" STA: 18+45.53 OFF: 18.28' L"BBP" STA: 18+52.02 OFF: 1.16' L"BBP" STA: 17+20.26 OFF: 28.94' RFG: 163.00, RSP TRANSITIONFG: 163.00, RSP TRANSITION16917 1 17 0155"SLOCRK" STA: 34+15.65 OFF: 13.79' R"SLOCRK" STA: 34+33.00 OFF: 12.53' R"SLOCRK" STA: 34+13.62 OFF: 24.57' R"SLOCRK" STA: 34+40.78 OFF: 24.22' RFG: 155.49FG: 160.00FG: 155.26FG: 157.37"SLOCRK" STA: 34+38.04 OFF: 28.27' RFG: 159.57STA: 9+50.0016 9164165167157155 1551551541711701 6 9 169 1 7 0 171165NORTHSCALE 1" = 20'1002020 US 101BIANCHI LANECITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 20'July 209064938BIANCHI LANE BYPASS RSPC-19FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONBIANCHI LANE BYPASSBENCH 3BIANCHI LANE BYPASS1081081141151141151081081161171161171181161176C-20 "BBP" LINE"SLOCRK" LINE"BBP" LINE"SLOCRK" LINE6 C-20BIANCHI LANE BYPASS EXIT - RSP DETAIL1C-19BENCH 3 AND BIANCHI LANE BYPASS ENTRANCE - RSP DETAIL2C-19ROOT WAD 2BOULDERCLUSTER 4ROOT WAD 3202202C-205 C- 2 0 5 202118BOULDERCLUSTER 3307LEGENDNT100150150(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTE PER EXISTING TREE PLANESA FENCEPROPOSED SURFACE GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEFINISHED GRADE CONTOUR(E) GRADE CONTOURORDINARY HIGH WATER (OHW)PROPOSED RSP(E) CONCRETE SACK WALLPARCEL LINE FROM CITY GIS111REFERENCE NOTES:XXXDESCRIPTION100GRADING1035-FT SLOPE ROUNDING, PER 4/C-1710410-FT SLOPE ROUNDING, PER 4/C-17105GRADE FROM THE LAYOUT LINE TO DAYLIGHT AT THE SLOPE SHOWN106TRANSITION SMOOTHLY TO (E) GRADE107SLOPE TO TOE AT 2.5:1 SLOPE IN THE DIRECTION SHOWN108RSP LIMITS109MATCH (E) GRADE110GRADE SMOOTHLY BETWEEN LAYOUT LINES111ROCK LINED SWALE, 1' DEEP, 3' WIDE AT BOTTOM. LINE WITH 10" LAYEROF 6" ANGULAR ROCK. TRANSITION TO 0' DEEP AT TIE-IN TO VEGETATEDRSP.114CLASS III VEGETATED RSP 2.0' THICK115CLASS IV VEGETATED RSP 2.5' THICK1163' X 5' X 3' H BOULDER, PLACE AS DIRECTED AND PER 4/C-201174' X 6' X 2' H BOULDER, PLACE AS DIRECTED AND PER 4/C-20118ROOTWAD PER 1/C-20200TREES202PRUNE TREE203PRUNE TREE AND TREE ROOTS204TEMPORARY FENCE (TYPE ESA)205REMOVE TREE TO (E) GROUND. ROOTS TO REMAIN300STORM DRAIN307STORM DRAIN HEADWALL AND WINGWALLS PER CALTRANS STD D90SHEET C-27 AND 1/C-27 2/C-27600SITEWORK603RECONSTRUCT (E) FENCE (TYPE CL)604REMOVE BUILDING606EROSION CONTROL BLANKET, TO COVER ALL GRADED AREAS OUTSIDEOF RSP LIMITS607TEMPORARY CONSTRUCTION ACCESS. PATH SHOWN IS SCHEMATIC.PROVIDE CONSTRUCTION PLAN TO BE APPROVED BY THE ENGINEERPRIOR TO GRADING. REGRADE TO PRECONSTRUCTION CONDITIONS, ORPER GRADING PLANS IN THE GRADING AREAS.612RESET ROADSIDE SIGN (METAL POST)635RESET ROADSIDE SIGN (TWO METAL POST) 13 H23 HHEGBOULDERSIZE AND PLACEMENT PER PLAN CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 40'7/6/20209064938RSP DETAILSC-20FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONSCALE: N.T.S.BEDROCK AND BOULDER ANCHORS USING THREADED REBAR3SCALE: N.T.S.ROOT WAD DETAIL1BYPASS CHANNELFLOWLINEELEV PER PLAN EXISTINGCHANNEL BANKRSP PER PLANWHERE SHOWN ON THE RSP PLAN, ARRANGE ROCK ANDROOT WAD TO CREATE A SHADED POOL APPROXIMATELY 3 FEET DEEP,WITH ROOT STRUCTURE PROTRUSION INTO POOLRSP DEPTHPER PLANANCHOR ROOT WADPER DETAILS 2 AND 3 THIS SHEET ANDUNDER THE DIRECTION OF THE ENGINEEREXISTINGFLOWLINEROOT WAD NOTES:1.SET REFERENCE MARKER FOR EXISTINGFLOWLINE AND WATER SURFACEELEVATION PRIOR TO ANY DEWATERINGOR GRADING.2.ADJUST ROOT WAD PLACEMENT UNDERTHE DIRECTION OF THE ENGINEER.3.ROOT WAD TO BE SELECTED FROMON-SITE TREE REMOVALS SUBJECT TOTHE APPROVAL OF THE ENGINEER.EXISTING LOW FLOWWATER SURFACESCALE: N.T.S.BOULDER PLACEMENT SECTION42.5:12:12%6' SCOUR DEPTH1.CLASS IV VEGETATED RSP 2.5' THICK2.CLASS III VEGETATED RSP 2.0' THICK3.GRAVEL FILTER 0.67' THICK4.BYPASS CHANNEL BED5.SAN LUIS CREEK BED6.NATIVE CREEK BED BACKFILL7.CREEK BANK BACKFILL8.FILL RSP VOIDS WITH NATIVE SOIL123Scale: N.T.S.RSP AT BYPASS ENTRANCE/EXIT52.5:12:12%4.0'6' SCOUR DEPTH1.CLASS IV VEGETATED RSP 2.5' THICK2.CLASS III VEGETATED RSP 2.0' THICK3.GRAVEL FILTER 0.67' THICK4.BYPASS CHANNEL BED5.SAN LUIS CREEK BED6.NATIVE CREEK BED BACKFILL7.FILL RSP VOIDS WITH NATIVE SOIL123Scale: N.T.S.RSP AT BYPASS ENTRANCE/EXIT FLOWLINE645EXTENT SHOWN ON PLANS8.0'45APPROXIMATE ROOT AREA ~8' X 12'EMBEDDED TRUNK APPROX. 16' LONG. 18" MIN. DIAMETER667EXTENT SHOWN ON PLANTOE TOE78NOTE: RSP THICKNESS IS MEASURED PERPENDICULAR TO SLOPERSP PER PLANNOTE:THREADED REBAR CAN BE SECURED TO BEDROCK USING POLYESTER RESIN ADHESIVE. HOLE DEPTH MUSTBE SUFFICIENT TO REACH COMPETENT, UN-FRACTURED ROCK IN ORDER TO OBTAIN MAXIMUM BONDINGSTRENGTH. A MINIMUM OF 10 INCHES IS RECOMMENDED. SETTING REBAR INTO FRACTURED ROCK OR INTOA HOLE THAT HAS NOT BEEN CLEANSED OF ROCK DUST MAY NOT PRODUCE A RELIABLE BOND.THREADED REBARPOLYESTER RESIN ADHESIVEVIEW OFNOTCHEDAREA IN LOGNOTCH DETAILBOULDERCABLE CLAMPSCABLETHREADED REBARPLATELOGNUTMUSHROOM REBAR AFTERTIGHTENING (BOTH SIDES)SECURE CABLE WITH EPOXYADHESIVE (8" MINIMUM)LOOP CABLEAROUND REBARSECTION VIEWSCALE: N.T.S.LOG TO BOULDER CABLE ANCHOR SYSTEM 2PER CALIFORNIA SALMONID STREAM HABITAT RESTORATION MANUAL, PART VIIPER CALIFORNIA SALMONID STREAM HABITAT RESTORATION MANUAL, PART VIINOTE: RSP THICKNESS IS MEASURED PERPENDICULAR TO SLOPE88 GVX X X X X X X X X X ///XXXXXXXX X XXXXXXXXXXXXXXXXX X X /////////////////////X XXXXXXX8+669+0010+0011+0012+0013+0013+91STA: 11+50.11OFF: 7.74' RSTA: 11+45.14OFF: 15.95' RSTA: 11+45.10OFF: 15.22' L34+00 35+00 STA: 12+04.53OFF: 10.00' R16+00 17+00 18+00 18+ 8 3 NTNTNTNTNTNTNTNTNT104103105102107106121109131108132120 133115110 1121116059581141135051116118117119STA: 9+66.24OFF: 12.40' LSTA: 12+02.84OFF: 21.80' LSTA: 13+90.57OFF: 10.00' RSTA: 13+90.57OFF: 11.29' L164 165 167157 155 155 155 154 171170169169170171 165 STA: 12+60.15OFF: 19.66' LSTA: 11+42.66OFF: 19.01' LSTA: 11+63.54OFF: 21.54' R NORTHSCALE 1" = 20'1002020CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 10'7/6/20209064938BIANCHI LANE DEMOLITION PLANC-21FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTION(E) AC PAVINGLIMITS625616FROMTO FROMTO612FROM TO612625625631202REFERENCE NOTES:XXXDESCRIPTION100GRADING1035-FT SLOPE ROUNDING, PER 4/C-1710410-FT SLOPE ROUNDING, PER 4/C-17105GRADE FROM THE LAYOUT LINE TO DAYLIGHT AT THE SLOPE SHOWN106TRANSITION SMOOTHLY TO (E) GRADE107SLOPE TO TOE AT 2.5:1 SLOPE IN THE DIRECTION SHOWN108RSP LIMITS109MATCH (E) GRADE110GRADE SMOOTHLY BETWEEN LAYOUT LINES500TEMPORARY BRIDGE501TEMPORARY BRIDGE FOR ACCESS TO PRIVATE PROPERITES - NOT FOR CONSTRUCTION ACCESS502CLASS 2 AGGREGATE BASE APPROACH RAMP. REMOVE AFTER THE BRIDGE HAS BEEN REMOVED AND RESTORE SITE TOPRECONSTRUCTION CONDITIONS, OR PER GRADING PLANS IN THE GRADING AREAS.503TEMPORARY GRADING FOR APPROACH RAMPS. REMOVE AND RESTORE SITE TO PRE-CONSTRUCTION CONDITIONS, OR PER GRADINGPLANS IN GRADING AREAS. CUT SLOPES NOT TO EXCEED 2:150420' WIDE, 6-INCH THICK LAYER OF CLASS 2 AGGREGATE BASE. PREPARE AND COMPACT THE SUBGRADE. REMOVE AFTER THE BRIDGEHAS BEEN REMOVED AND RESTORE SITE TO PRECONSTRUCTION CONDITIONS, OR PER GRADING PLANS IN THE GRADING AREAS.505BRIDGE ALIGNMENT AND PROFILE SHOWN FOR PLANNING AND BIDDING PURPOSES ONLY. BRIDGE ALIGNMENT AND PROFILE MAY BEADJUSTED FOR FINAL BRIDGE DESIGN WITHIN THE ALLOWABLE WORK LIMITS AND ELEVATION LIMITATIONS SHOWN.600SITEWORK601(E) FENCE (TYPE WOOD SPLIT RAIL)602RECONSTRUCT (E) WOOD FENCE (TYPE WOOD SPLIT RAIL)603RECONSTRUCT (E) FENCE (TYPE CL)604REMOVE BUILDING605APPROXIMATE SEDIMENT REMOVAL AREA PER 2/C-16611(E) ROADSIDE SIGN612RESET ROADSIDE SIGN (METAL POST)615REMOVE ROADSIDE SIGN616RESET MAILBOX621THERMOPLASTIC PAINT TRAFFIC STRIPE, MATCH (E)622THERMOPLASTIC PAINT LIMIT LINE, MATCH (E)624HMA PAVING TO REMAIN. MATCH OVERLAY AT JOINTS625REMOVE BASE AND SURFACING627HMA PAVING PER CITY STD. 7110 (4" HMA OVER 7" CLASS 2 AB OVER 10" CLASS 3 SUBBASE)6286" CLASS 2 AGGREGATE BASE, 95% RELATIVE COMPACTION629COMPACTED NATIVE631(E) CURB AND VALLEY GUTTER TO REMAIN632REMOVE AND REPLACE (E) AC6334' x 9' CONCRETE SLAB FOR CRASH CUSHION PER 2/C-26634QUADGUARD II CRASH CUSHION, SINGLE BAY, 24-INCH WIDE636SEATRAIN CONTAINER TO BE REMOVED BY OTHERS637REMOVE (E) BRIDGE AND ABUTMENTS700UTILITIES701(E) UTILITY POLE TO REMAIN702(E) UTILITY POLE AND GUY TO REMAIN703(E) OVERHEAD (OH) UTILITY LINE TO REMAIN704(E) UTILITY MANHOLE705(E) UTILITY BURIED VAULT706(E) OVERHEAD LINE TO BE REMOVED AND RELOCATED BY OTHERS707(N) UTILITY POLE BY OTHERS708PROVIDE TRENCH PER CITY STD. 6020 FOR (N) GAS LINE BY OTHERS709(N) GAS LINE UNDERNEATH SAN LUIS OBISPO CREEK BY OTHERS.710EXPOSE (E) GAS LINE FOR REMOVAL BY OTHERS. BACKFILL AFTER REMOVAL PER CITY STD. 6020636637616UTILITIES NOT SHOWN.SEE SHEET C-23 FORCOMPOSITE UTILITY PLAN"SLOCRK" L I N E "BL" LINEAC PAVINGREMOVALLIMITS GVX X X X X X X X X X ///XXXXXXXX X XXXXXXXXXXXXXXXXX X X /////////////////////X XXXXXXX159160165167170160165165160170 157 160 165 161 165 168 168 8+669+0010+0011+0012+0013+0013+91STA: 11+50.11OFF: 7.74' RSTA: 11+45.14OFF: 15.95' RSTA: 11+45.10OFF: 15.22' LSTA: 10+00.00OFF: 0.00'STA: 11+20.00OFF: 0.00'2.5:134+00 35+00 STA: 12+04.53OFF: 10.00' R0.97%1.47%BEGIN V.C.STA: 11+35.00OFF: 0.00'END V.C.STA: 11+75.00OFF: 0.00'16+00 17+00 18+00 18+ 8 3 NTNTNTNTNTNTNTNTNT104103105102107106121109131108132120 133115110 1121116059581141135051116118117119STA: 9+66.24OFF: 12.40' LSTA: 12+03.19OFF: 10.08' LSTA: 12+02.84OFF: 21.80' LSTA: 13+90.57OFF: 10.00' RSTA: 13+90.57OFF: 11.29' L1691711702.00%4.59%1.83%0.84%2.00%155EP: 169.80STA: 9+50.00STA: 8+91.00EP: 169.80169164 165 167157 155 155 155 154 171170169169170171 165 9.66%STA: 12+60.15OFF: 19.66' LSTA: 11+42.66OFF: 19.01' LSTA: 11+63.54OFF: 21.54' RELEVATION ELEVATIONSTATION150160 1701801501601701808+668+709+009+309+609+9010+2010+5010+8011+1011+4011+7012+0012+3012+6012+9013+2013+5013+8013+91STA: 11+20.00 ELEV: 169.10 STA: 10+00.00ELEV: 170.00STA: 8+71.47ELEV: 171.00 STA: 12+35.19 ELEV: 169.06-0.75%-0.88%0.33%40.00' VCBVC: 11+35.00 EVC: 11+75.00 ELEV: 168.97 ELEV: 168.86 PVI ELEV = 168.79PVI ELEV = 11+55.00LOW POINT ELEV = 168.84LOW POINT STA = 11+64.12 NORTHSCALE 1" = 20'1002020CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 20'7/6/20209064938BIANCHI LANE PLAN & PROFILEC-22FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTION BIANCHI BYPASS CHANNEL 20.00' 24.00'621628616FROMTOFROMTO612FG BRIDGE DECKFGEGFROM TO 612"BBP" LINE"BL" LINESEE SHEETS SXX-XX FORBRIDGE AND ABUTMENTS624627627631622633634(TYP.)628202REFERENCE NOTES:XXXDESCRIPTION100GRADING1035-FT SLOPE ROUNDING, PER 4/C-1710410-FT SLOPE ROUNDING, PER 4/C-17105GRADE FROM THE LAYOUT LINE TO DAYLIGHT AT THE SLOPE SHOWN106TRANSITION SMOOTHLY TO (E) GRADE107SLOPE TO TOE AT 2.5:1 SLOPE IN THE DIRECTION SHOWN108RSP LIMITS109MATCH (E) GRADE110GRADE SMOOTHLY BETWEEN LAYOUT LINES500TEMPORARY BRIDGE501TEMPORARY BRIDGE FOR ACCESS TO PRIVATE PROPERITES - NOT FOR CONSTRUCTION ACCESS502CLASS 2 AGGREGATE BASE APPROACH RAMP. REMOVE AFTER THE BRIDGE HAS BEEN REMOVED AND RESTORE SITE TOPRECONSTRUCTION CONDITIONS, OR PER GRADING PLANS IN THE GRADING AREAS.503TEMPORARY GRADING FOR APPROACH RAMPS. REMOVE AND RESTORE SITE TO PRE-CONSTRUCTION CONDITIONS, OR PER GRADINGPLANS IN GRADING AREAS. CUT SLOPES NOT TO EXCEED 2:150420' WIDE, 6-INCH THICK LAYER OF CLASS 2 AGGREGATE BASE. PREPARE AND COMPACT THE SUBGRADE. REMOVE AFTER THE BRIDGEHAS BEEN REMOVED AND RESTORE SITE TO PRECONSTRUCTION CONDITIONS, OR PER GRADING PLANS IN THE GRADING AREAS.505BRIDGE ALIGNMENT AND PROFILE SHOWN FOR PLANNING AND BIDDING PURPOSES ONLY. BRIDGE ALIGNMENT AND PROFILE MAY BEADJUSTED FOR FINAL BRIDGE DESIGN WITHIN THE ALLOWABLE WORK LIMITS AND ELEVATION LIMITATIONS SHOWN.600SITEWORK601(E) FENCE (TYPE WOOD SPLIT RAIL)602RECONSTRUCT (E) WOOD FENCE (TYPE WOOD SPLIT RAIL)603RECONSTRUCT (E) FENCE (TYPE CL)604REMOVE BUILDING605APPROXIMATE SEDIMENT REMOVAL AREA PER 2/C-16611(E) ROADSIDE SIGN612RESET ROADSIDE SIGN (METAL POST)615REMOVE ROADSIDE SIGN616RESET MAILBOX621THERMOPLASTIC PAINT TRAFFIC STRIPE, MATCH (E)622THERMOPLASTIC PAINT LIMIT LINE, MATCH (E)624HMA PAVING TO REMAIN. MATCH OVERLAY AT JOINTS625REMOVE BASE AND SURFACING627HMA PAVING PER CITY STD. 7110 (4" HMA OVER 7" CLASS 2 AB OVER 10" CLASS 3 SUBBASE)6286" CLASS 2 AGGREGATE BASE, 95% RELATIVE COMPACTION629COMPACTED NATIVE631(E) CURB AND VALLEY GUTTER TO REMAIN632REMOVE AND REPLACE (E) AC6334' x 9' CONCRETE SLAB FOR CRASH CUSHION PER 2/C-26634QUADGUARD II CRASH CUSHION, SINGLE BAY, 24-INCH WIDE636SEATRAIN CONTAINER TO BE REMOVED BY OTHERS637REMOVE (E) BRIDGE AND ABUTMENTS700UTILITIES701(E) UTILITY POLE TO REMAIN702(E) UTILITY POLE AND GUY TO REMAIN703(E) OVERHEAD (OH) UTILITY LINE TO REMAIN704(E) UTILITY MANHOLE705(E) UTILITY BURIED VAULT706(E) OVERHEAD LINE TO BE REMOVED AND RELOCATED BY OTHERS707(N) UTILITY POLE BY OTHERS708PROVIDE TRENCH PER CITY STD. 6020 FOR (N) GAS LINE BY OTHERS709(N) GAS LINE UNDERNEATH SAN LUIS OBISPO CREEK BY OTHERS.710EXPOSE (E) GAS LINE FOR REMOVAL BY OTHERS. BACKFILL AFTER REMOVAL PER CITY STD. 6020UTILITIES NOT SHOWN.SEE SHEET C-23 FORCOMPOSITE UTILITY PLAN616CREEK GRADING PER 6/C-176296246241C-262C-26109109"SLOCR K " L I N E 0.84%628 XXXXXXXXXX//////XXXXXXX X XXXX///////////////XXXXGV 8+669+0010+0011+0012+0013+0013+91 STA: 11+38.74OFF: 35.54' RSTA: 11+64.74OFF: 13.57' RSTA: 11+53.06OFF: 30.98' RSTA: 11+92.83OFF: 4.02' RSTA: 12+12.81OFF: 7.24' LSTA: 12+83.03OFF: 2.82' RSTA: 13+19.56OFF: 17.91' R34+0035+0036+00STA: 8+73.55OFF: 8.29' LSTA: 9+43.52OFF: 18.74' LSTA: 10+46.64OFF: 44.59' RSTA: 11+26.21OFF: 21.17' RSTA: 11+42.41OFF: 5.63' RSTA: 11+04.22OFF: 6.59' RSTA: 9+00.94OFF: 44.69' RXXXXXXXXX//////XXXXXXX X XXXX///////// //////XXX8+669+0010+0011+00 12+00 13+00 13+91 10+00 11+00 12+0 0 12+34 0+001+002+00 2+52 SDSTA: 11+38.74OFF: 35.54' RSTA: 11+64.74OFF: 13.57' RSTA: 11+53.06OFF: 30.98' RSTA: 11+92.83OFF: 4.02' RSTA: 12+12.81OFF: 7.24' LSTA: 12+83.03OFF: 2.82' RSTA: 13+19.56OFF: 17.91' RSTA: 0+30.23OFF: 0.00'34+0035+0036+00STA: 8+73.55OFF: 8.29' LSTA: 9+43.52OFF: 18.74' LSTA: 10+47.57OFF: 119.62' LSTA: 9+46.96OFF: 37.01' RSTA: 9+00.94OFF: 44.69' RSTA: 11+34.75OFF: 19.04' RSTA: 9+38.47OFF: 20.92' RSTA: 9+85.25OFF: 19.04' RX XX12+0 0 12+34 NORTHSCALE 1" = 30'1503030 CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 30'7/6/20209064938BIANCHI LANE UTILITY PLANC-23FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONORDINARY HIGHWATER MARKBIANCHI LANESAN LUIS OBISPO CREEK404418703401301402701306702711US 101HIGUERA ST.EASEMENT706701LEGEND:ORDINARY HIGH WATER MARK (OHW)PROPOSED GRADING LIMITPARCEL LINE FROM CITY GIS(E) TOE OF SLOPEPROPOSED RSP(E) STORM DRAIN(E) GRAVITY SEWER LINE(E) WATER LINE(E) UNDERGROUND GAS LINE(E) OVERHEAD UTILITY LINE LOCATION(E) UNDERGROUND CABLETELEVISION LINE(E) UNDERGROUND TELEPHONE LINEPROPOSED STORM DRAINPROPOSED SEWERPROPOSED WATERPROPOSED GASPROPOSED OVERHEAD LINEPROPOSED UNDERGROUNDTELEPHONE LINEPROPOSED UNDERGROUNDCABLE LINE711703ORDINARY HIGHWATER MARKBIANCHIBYPASSBIANCHI LANE406405703401301302305701702US 101HIGUERA ST.EASEMENT7077077014157037117067104184064247187194144254054121" = 30'EXISTING UTILITIES AND DEMOLITION PLAN1" = 30'PROPOSED UTILITIES4072C-27416END:END:416BEGIN:END:403404BEGIN:END:403BEGIN:717BEGIN:717716END:END:303BEGIN:303END:710BEGIN:716BEGIN:304BEGIN:709BEGIN:709END:712END:722BEGIN:718411BEGIN:721BEGIN:722721END:END:2C-26421411409BEGIN:END:2C-26304END:411END:417421409411BEGIN:END:712BEGIN:419420420419426SAN LUIS OBISPO CREEK4271C-23407421408410Scale: 1" = 10'CONNECTION TO EXISTING WATERLINE1REFERENCE NOTES:XXXDESCRIPTION300STORM DRAIN301(E) 54" RCP SD TO REMAIN302(N) SD MANHOLE PER CITY STD. 3510. CONNECT TO (E) 54" RCP SD VERIFYELEVATION OF (E) 54" RCP PRIOR TO INSTALLING DOWNSTREAM PIPE303REMOVE (E) STORM DRAIN (54" RCP)304(N) 54" HDPE SD305ROCK SLOPE PROTECTION AT SD OUTLET PER 1/C-24306(E) STORM DRAIN MANHOLE TO REMAIN.307STORM DRAIN HEADWALL AND WINGWALLS PER CALTRANS STD D90 SHEET C-27AND 1/C-27 2/C-27400WATER SYSTEM401(E) 6" PVC WL TO REMAIN402REMOVE (E) FIRE HYDRANT ASSEMBLY403REMOVE (E) 6" PVC WL404REMOVE (E) 2" WATER SERVICE AND 4" CI CASING UNDER (E) BRIDGE405FIRE HYDRANT ASSEMBLY PER CITY STD 6310406(E) 2" WATER SERVICE TO REMAIN407CONNECT TO (E) 6" PVC WL408(N) DUCTILE IRON 22.5⁰ ELBOW409(N) 6" DIP WL ATTACHED TO BRIDGE - SEE SHEET XXX410(N) DUCTILE IRON 11.25⁰ ELBOW411(N) 6" PVC WL412CONNECT TO (E) 2" WATER SERVICE. VERIFY LOCATION.413(N) WATERLINE AT CRASH CUSHION CONCRETE PAD PER 2/C-254142" (N) WATER SERVICE AND METER PER CITY STD. 62104152" QUICK COUPLER VALVE AND BOX PER CITY STD 8630416REMOVE (E) 2" WATER SERVICE. PROVIDE TEMPORARY SERVICE DURINGCONSTRUCTION417IRRIGATION SERVICE ASSEMBLY PER CITY STD 8560418APPROXIMATE LOCATION OF (E) 2" SERVICE LINE. VERIFY LOCATION.4196" DUCTILE IRON FORCE BALANCED FLEXIBLE EXPANSION JOINT, RATED FOR 8"LINEAR EXPANSION4206" DUCTILE IRON LINEAR EXPANSION JOINT, RATED FOR 8" LINEAR EXPANSION4216" DUCTILE IRON 45⁰ ELBOW. ROTATE AS NEEDED TO ACHIEVE HORIZONTALCLEARANCE FROM CRASH CUSHION PAD422CONNECT TO (E) 8" PVC WATERLINE423(E) FIRE HYDRANT TO REMAIN424REMOVE (E) WATER METER. VERIFY LOCATION.425STUB OUT (N) 6" PVC. (N) 6" END CAP AND THRUST BLOCK426REMOVE (E) ABANDONED 6" CI WATERLINE UNDER (E) BRIDGE427(N) 6" WATER VALVE AND WELL PER CITY STD. 6340600SITEWORK638(N) DRIVEWAY RAMP (MODIFIED) PER CITY STD. 2111 3/C-2663918" HMA REPLACEMENT PER CITY STD. 4110700UTILITIES701(E) UTILITY POLE TO REMAIN702(E) UTILITY POLE AND GUY TO REMAIN703(E) OVERHEAD (OH) UTILITY LINE TO REMAIN704(E) UTILITY MANHOLE705(E) UTILITY BURIED VAULT706(E) OVERHEAD LINE TO BE REMOVED AND RELOCATED BY OTHERS707(N) UTILITY POLE BY OTHERS708PROVIDE TRENCH PER CITY STD. 6020 FOR (N) GAS LINE BY OTHERS709(N) GAS LINE UNDERNEATH SAN LUIS OBISPO CREEK BY OTHERS.710EXPOSE (E) GAS LINE FOR REMOVAL BY OTHERS. BACKFILL AFTER REMOVALPER CITY STD. 6020711(E) UTILITY POLE TO BE REMOVED AND RELOCATED BY OTHERS712(N) OVERHEAD UTILITY LINES BY OTHERS713CONNECT TO (E) WATER SERVICE PER CITY STD 6220. VERIFY SIZE AND TYPE714OVERHEAD CABLE LINE TO BE TEMPORARILY RELOCATED BY OTHERS FORINSTALLATION AND REMOVAL OF THE TEMPORARY BRIDGE.716(E) UNDERGROUND CABLE LINE TO BE REMOVED BY OTHERS717(E) UNDERGROUND TELEPHONE LINE TO BE REMOVED BY OTHERS718(E) UNDERGROUND TELEPHONE LINE TO REMAIN719(E) UNDERGROUND CABLE LINE TO REMAIN721(N) UNDERGROUND TELEPHONE LINE BY OTHERS722(N) UNDERGROUND CABLE LINE BY OTHERS724(E) UNDERGROUND TELEPHONE LINE TO BE RELOCATED BY OTHERS ELEVATION ELEVATION150160 17018015016017018010+0010+2010+4010+6010+8011+0011+2011+4011+6011+8012+0012+2012+34STA: 11+99.98 (N) 54" STORM DRAIN INV ELEV: 155.20 ELEVATION150160 1701801501601701800+000+200+400+600+801+001+201+401+601+802+002+202+402+52STA: 0+30.23FL ELEV: 155.00 (N) 60" SDMH STA:12+12.81 OFF:-7.25L RIM:168.93 INV: 155.45 STA: 0+69.70(N) 6" WATERLINEFL ELEV: 165.41 CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 30'7/6/20209064938BIANCHI LANE UTILITY PROFILESC-24FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONWATER LINE PROFILESTORM DRAIN PROFILEFG419420419420421421421421414417405FGEG3.0'MINPLAN VIEWLENGTH PER PLANSECTION B-BBBScale: N.T.S.ROCK SLOPE PROTECTION AT STORM DRAIN OUTLET1(N) 54" HDPE, L = 120.0'S = 0.37%(E) 54" RCPS = 0.37%3.0' MIN4253071.0%6' SCOUR DEPTH1.CLASS IV VEGETATED RSP 2.5' THICK2.GRAVEL FILTER 0.67' THICK3.SAN LUIS CREEK BED4.NATIVE CREEK BED BACKFILL5.FILL RSP VOIDS WITH NATIVE SOIL12345TOENOTE: RSP THICKNESS IS MEASUREDPERPENDICULAR TO SLOPECREEKBEDTOEFLOWGRADE BREAKGRADE BREAK24" MIN24" MIN2.5:1Scale: N.T.S.NEW WATERLINE AT CRASH CUSHION PAD2APPROACH SLABBRIDGE DECKSHEAR KEY419 6" DUCTILE IRON FORCE BALANCED FLEXIBLE EXPANSION JOINT, RATED FOR 8" LINEAR EXPANSION420 6" DUCTILE IRON LINEAR EXPANSION JOINT, RATED FOR 8" LINEAR EXPANSION421 6" DUCTILE IRON 45⁰ ELBOW, ROTATE AS NEEDED TO ACHIEVE HORIZONTAL CLEARANCE FROM CRASH CUSHION PADCRASHCUSHIONCONCRETEPADBRIDGE RAILING420419421421A 111' MIN3' MIN CRASH CUSHIONCONCRETE PAD(N)WATERLINESECTION A-AFGA DUCTILE IRONPVCREFERENCE NOTES:XXXDESCRIPTION300STORM DRAIN301(E) 54" RCP SD TO REMAIN302(N) SD MANHOLE PER CITY STD. 3510. CONNECT TO (E) 54" RCP SD VERIFY ELEVATION OF (E) 54"RCP PRIOR TO INSTALLING DOWNSTREAM PIPE303REMOVE (E) STORM DRAIN (54" RCP)304(N) 54" HDPE SD305ROCK SLOPE PROTECTION AT SD OUTLET PER 1/C-24306(E) STORM DRAIN MANHOLE TO REMAIN.307STORM DRAIN HEADWALL AND WINGWALLS PER CALTRANS STD D90 SHEET C-27 AND 1/C-27 2/C-27400WATER SYSTEM401(E) 6" PVC WL TO REMAIN402REMOVE (E) FIRE HYDRANT ASSEMBLY403REMOVE (E) 6" PVC WL404REMOVE (E) 2" WATER SERVICE AND 4" CI CASING UNDER (E) BRIDGE405FIRE HYDRANT ASSEMBLY PER CITY STD 6310406(E) 2" WATER SERVICE TO REMAIN407CONNECT TO (E) 6" PVC WL408(N) DUCTILE IRON 22.5⁰ ELBOW409(N) 6" DIP WL ATTACHED TO BRIDGE - SEE SHEET XXX410(N) DUCTILE IRON 11.25⁰ ELBOW411(N) 6" PVC WL412CONNECT TO (E) 2" WATER SERVICE. VERIFY LOCATION.413(N) WATERLINE AT CRASH CUSHION CONCRETE PAD PER 2/C-254142" (N) WATER SERVICE AND METER PER CITY STD. 62104152" QUICK COUPLER VALVE AND BOX PER CITY STD 8630416REMOVE (E) 2" WATER SERVICE. PROVIDE TEMPORARY SERVICE DURING CONSTRUCTION417IRRIGATION SERVICE ASSEMBLY PER CITY STD 8560418APPROXIMATE LOCATION OF (E) 2" SERVICE LINE. VERIFY LOCATION.4196" DUCTILE IRON FORCE BALANCED FLEXIBLE EXPANSION JOINT, RATED FOR 8" LINEAREXPANSION4206" DUCTILE IRON LINEAR EXPANSION JOINT, RATED FOR 8" LINEAR EXPANSION4216" DUCTILE IRON 45⁰ ELBOW. ROTATE AS NEEDED TO ACHIEVE HORIZONTAL CLEARANCE FROMCRASH CUSHION PAD422CONNECT TO (E) 8" PVC WATERLINE423(E) FIRE HYDRANT TO REMAIN424REMOVE (E) WATER METER. VERIFY LOCATION.425STUB OUT (N) 6" PVC. (N) 6" END CAP AND THRUST BLOCK426REMOVE (E) ABANDONED 6" CI WATERLINE UNDER (E) BRIDGE427(N) 6" WATER VALVE AND WELL PER CITY STD. 6340600SITEWORK638(N) DRIVEWAY RAMP (MODIFIED) PER CITY STD. 2111 3/C-2663918" HMA REPLACEMENT PER CITY STD. 4110700UTILITIES701(E) UTILITY POLE TO REMAIN702(E) UTILITY POLE AND GUY TO REMAIN703(E) OVERHEAD (OH) UTILITY LINE TO REMAIN704(E) UTILITY MANHOLE705(E) UTILITY BURIED VAULT706(E) OVERHEAD LINE TO BE REMOVED AND RELOCATED BY OTHERS707(N) UTILITY POLE BY OTHERS708PROVIDE TRENCH PER CITY STD. 6020 FOR (N) GAS LINE BY OTHERS709(N) GAS LINE UNDERNEATH SAN LUIS OBISPO CREEK BY OTHERS.710EXPOSE (E) GAS LINE FOR REMOVAL BY OTHERS. BACKFILL AFTER REMOVAL PER CITY STD. 6020711(E) UTILITY POLE TO BE REMOVED AND RELOCATED BY OTHERS712(N) OVERHEAD UTILITY LINES BY OTHERS713CONNECT TO (E) WATER SERVICE PER CITY STD 6220. VERIFY SIZE AND TYPE714OVERHEAD CABLE LINE TO BE TEMPORARILY RELOCATED BY OTHERS FOR INSTALLATION ANDREMOVAL OF THE TEMPORARY BRIDGE.716(E) UNDERGROUND CABLE LINE TO BE REMOVED BY OTHERS717(E) UNDERGROUND TELEPHONE LINE TO BE REMOVED BY OTHERS718(E) UNDERGROUND TELEPHONE LINE TO REMAIN719(E) UNDERGROUND CABLE LINE TO REMAIN721(N) UNDERGROUND TELEPHONE LINE BY OTHERS722(N) UNDERGROUND CABLE LINE BY OTHERS724(E) UNDERGROUND TELEPHONE LINE TO BE RELOCATED BY OTHERS6" CLASS 350 RESTRAINED DIP6" CLASS 350 RESTRAINED DIP6" CLASS 350 RESTRAINED DIP6" C900 PVC6" C900 PVC ////////////////////////////////////////////////XXX X X X ///////////////XXXXXXXXXXXX// X 14 6 1 16 5 . 9 4 TO P C O N C 1 46 2 16 4 . 6 6 T O P C ONC 1464 165.91TOP C O N C 1473166.22CONC COR1474165.97CONC POL1475165.92CONC POL4.22TBOW1478164.70TOP CONC 1479164.80 TOE C O N C 148 0165 . 92TOP CONC1481165.94CONC POL4.2TBOW38+0039+0040+0041+0042+00N:2296456.9613E:5764909.8049N:2296472.7132E:5764912.6113N:2296490.3365E:5764945.3550N:2296617.3238E:5764938.3758N:2296637.0138E:5764941.8839NORTHSCALE 1" = 201002020 CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 30'7/6/20209064938MATTHEWS ROADWAY AND UTILITY PLANC-25FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONSAN LUIS OBISPO CREEKUS 101HIGUERA ST.414415417(E) SEPTIC TANK(E) 20" WATER(E) 16" SEWER(E) 18" SEWER(E) 8" WATER(E) 2" GASABANDONED 8" WATER422703703701423714703703702701701724724PACIFIC ST.WALKER ST.638638REFERENCE NOTES:XXXDESCRIPTION300STORM DRAIN301(E) 54" RCP SD TO REMAIN302(N) SD MANHOLE PER CITY STD. 3510. CONNECT TO (E) 54" RCP SD VERIFY ELEVATION OF (E) 54"RCP PRIOR TO INSTALLING DOWNSTREAM PIPE303REMOVE (E) STORM DRAIN (54" RCP)304(N) 54" HDPE SD305ROCK SLOPE PROTECTION AT SD OUTLET PER 1/C-24306(E) STORM DRAIN MANHOLE TO REMAIN.307STORM DRAIN HEADWALL AND WINGWALLS PER CALTRANS STD D90 SHEET C-27 AND 1/C-27 2/C-27400WATER SYSTEM401(E) 6" PVC WL TO REMAIN402REMOVE (E) FIRE HYDRANT ASSEMBLY403REMOVE (E) 6" PVC WL404REMOVE (E) 2" WATER SERVICE AND 4" CI CASING UNDER (E) BRIDGE405FIRE HYDRANT ASSEMBLY PER CITY STD 6310406(E) 2" WATER SERVICE TO REMAIN407CONNECT TO (E) 6" PVC WL408(N) DUCTILE IRON 22.5⁰ ELBOW409(N) 6" DIP WL ATTACHED TO BRIDGE - SEE SHEET XXX410(N) DUCTILE IRON 11.25⁰ ELBOW411(N) 6" PVC WL412CONNECT TO (E) 2" WATER SERVICE. VERIFY LOCATION.413(N) WATERLINE AT CRASH CUSHION CONCRETE PAD PER 2/C-254142" (N) WATER SERVICE AND METER PER CITY STD. 62104152" QUICK COUPLER VALVE AND BOX PER CITY STD 8630416REMOVE (E) 2" WATER SERVICE. PROVIDE TEMPORARY SERVICE DURING CONSTRUCTION417IRRIGATION SERVICE ASSEMBLY PER CITY STD 8560418APPROXIMATE LOCATION OF (E) 2" SERVICE LINE. VERIFY LOCATION.4196" DUCTILE IRON FORCE BALANCED FLEXIBLE EXPANSION JOINT, RATED FOR 8" LINEAREXPANSION4206" DUCTILE IRON LINEAR EXPANSION JOINT, RATED FOR 8" LINEAR EXPANSION4216" DUCTILE IRON 45⁰ ELBOW. ROTATE AS NEEDED TO ACHIEVE HORIZONTAL CLEARANCE FROMCRASH CUSHION PAD422CONNECT TO (E) 8" PVC WATERLINE423(E) FIRE HYDRANT TO REMAIN424REMOVE (E) WATER METER. VERIFY LOCATION.425STUB OUT (N) 6" PVC. (N) 6" END CAP AND THRUST BLOCK426REMOVE (E) ABANDONED 6" CI WATERLINE UNDER (E) BRIDGE427(N) 6" WATER VALVE AND WELL PER CITY STD. 6340600SITEWORK638(N) DRIVEWAY RAMP (MODIFIED) PER CITY STD. 2111 3/C-2663918" HMA REPLACEMENT PER CITY STD. 4110700UTILITIES701(E) UTILITY POLE TO REMAIN702(E) UTILITY POLE AND GUY TO REMAIN703(E) OVERHEAD (OH) UTILITY LINE TO REMAIN704(E) UTILITY MANHOLE705(E) UTILITY BURIED VAULT706(E) OVERHEAD LINE TO BE REMOVED AND RELOCATED BY OTHERS707(N) UTILITY POLE BY OTHERS708PROVIDE TRENCH PER CITY STD. 6020 FOR (N) GAS LINE BY OTHERS709(N) GAS LINE UNDERNEATH SAN LUIS OBISPO CREEK BY OTHERS.710EXPOSE (E) GAS LINE FOR REMOVAL BY OTHERS. BACKFILL AFTER REMOVAL PER CITY STD. 6020711(E) UTILITY POLE TO BE REMOVED AND RELOCATED BY OTHERS712(N) OVERHEAD UTILITY LINES BY OTHERS713CONNECT TO (E) WATER SERVICE PER CITY STD 6220. VERIFY SIZE AND TYPE714OVERHEAD CABLE LINE TO BE TEMPORARILY RELOCATED BY OTHERS FOR INSTALLATION ANDREMOVAL OF THE TEMPORARY BRIDGE.716(E) UNDERGROUND CABLE LINE TO BE REMOVED BY OTHERS717(E) UNDERGROUND TELEPHONE LINE TO BE REMOVED BY OTHERS718(E) UNDERGROUND TELEPHONE LINE TO REMAIN719(E) UNDERGROUND CABLE LINE TO REMAIN721(N) UNDERGROUND TELEPHONE LINE BY OTHERS722(N) UNDERGROUND CABLE LINE BY OTHERS724(E) UNDERGROUND TELEPHONE LINE TO BE RELOCATED BY OTHERSLEGENDNT100150150(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTE PER EXISTING TREE PLANESA FENCEPROPOSED SURFACE GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEFINISHED GRADE CONTOUR(E) GRADE CONTOURORDINARY HIGH WATER (OHW)PROPOSED RSPPARCEL LINE FROM CITY GIS CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCACAS SHOWN7/6/20209064938ROADWAY AND UTILITY DETAILSC-26FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTION16' OR 20', SEE PLANScale: N.T.S.CRASH CUSHION CONCRETE PAD2Scale: N.T.S.DRIVEWAY RAMP (MODIFIED)3REVERSE SLOPE1.5% AWAY FROM STREETNEW WARPED SECTIONOF SIDEWALK, TRANSITIONTO 1.5% REVERSE SLOPER/WDOWELS AND COLD JOINTOR EXPANSION JOINTAT LIMITS OF NEW SIDEWALKMATCH EGVARIES MATCH EGELEVATION POINT "A"ELEV = POINT "A" - 0.12 FTNEW WARPED SECTIONOF SIDEWALK, TRANSITIONTO 1.5% REVERSE SLOPEDOWELS AND COLD JOINTOR EXPANSION JOINT ATLIMITS OF NEW SIDEWALKMATCH EGELEVATION POINT "B"ELEV = POINT "B" - 0.12 FTMATCH EG1.5% 1.5% 1.5%1.5%1.5%6.0'MATCH EGELEV = POINT "A"- 0.18 FTELEV = POINT "A"- 0.24 FTMATCH EG1.5%ELEV = POINT "B"- 0.24 FTELEV =POINT "B"- 0.18 FT6.0'R/WBACK OF SIDEWALKBACK OF SIDEWALKScale: N.T.S.TYPICAL SECTION BIANCHI LANE STA 11+44 TO 12+041REFERENCE SHEET C-22GRADE BREAK GRADE BREAK(E) GROUND5.0% MAX2.0%2.0%VARIES, 2.0% MINTO 5.0% MAXCLEPEP10'10'(E) CHAIN LINK FENCETO REMAIN1'MIN.(E) MEDIAN ANDVALLEY GUTTER TOREMAIN1'MIN.(E) PAVEMENT TOREMAIN(E) PAVEMENT TOREMAINScale: N.T.S.TYPICAL SECTION BIANCHI LANE WITH CRASH CUSHION STA 11+33 TO 11+442REFERENCE SHEET C-222.0%2.0%CLEPEP10'10'VARIES, 2.0% MINTO 5.0% MAXVARIES, 2.0% MINTO 5.0% MAXEARTHEN SWALEEARTHEN SWALECONCRETE PAD ANDCRASH CUSHIONCONCRETE PAD ANDCRASH CUSHION "SD" STA: 0+30.23OFF: 4.54' R"SD" STA: 0+30.30OFF: 4.54' L"SD" STA: 0+30.34OFF: 9.27' L"SD" STA: 0+20.84OFF: 14.12' R"SD" STA: 0+30.23OFF: 0.00'ELEVATIONSTATION140150 1601701401501601700+000+200+27 CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCACAS SHOWN7/6/20209064938ROADWAY AND UTILITY DETAILSC-27FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONScale: 1:5STORM DRAIN HEADWALL PLAN VIEW2Scale: 1:5STORM DRAIN HEADWALL PROFILE VIEW1FG (FRONT)4'-6"4'-6"13'-3"4'-10"15'7'-4"2'-6"2'-4"FG (BACK)6" TYP TWTOP OF FOOTING = 151'TW = 160.5' TW = 161.5' ANGLE POINT TW = 161.5' TW = 158.5'"H" = 9'"H" = 10'"H" = 8'"H" = 9' ///////////////////////////XXXXXXXXXXXX14 6 1 16 5 . 9 4 T O P C O N C1473166.22CONC COR1474165.97CONC POL8240+00 41+00 -0+00 1+002+002+22BRIDGE LIMITSSTA: 0+28.54BRIDGE LIMITSSTA: 1+40.00NTNTNTNTNTNTNTNTNTNT22 8685212019162318 636465662470697172737 4 76888775777889907980848325266867 17 12512612412712212312815"TB" STA: 2+22.14OFF: 35.32' L"TB" STA: 1+62.13OFF: 20.90' L"TB" STA: 1+42.56OFF: 18.00' L"TB" STA: 0+24.59OFF: 18.00' L"TB" STA: 0+00.00OFF: 18.00' L"TB" STA: 0+00.00OFF: 18.00' R"TB" STA: 0+24.83OFF: 18.00' R"TB" STA: 1+42.56OFF: 18.00' R"TB" STA: 1+61.90OFF: 18.00' R"TB" STA: 2+22.15OFF: 18.00' R172 172 172173 170160165 170 165 160 ELEVATION ELEVATIONSTATION150160 1701801501601701800+000+200+400+600+801+001+201+401+601+802+002+202+22STA: 0+25.00BEGIN BRIDGE STA: 1+40.00 END BRIDGE NORTHSCALE 1" = 20'1002020CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 20'7/6/20209064938MATTHEWS OPEN SPACE TEMPORARY BRIDGEC-28FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONMATTHEWS OPEN SPACE204ALLOWABLE WORK LIMITSUS 101 "SLOCRK" L I N E ALLOWABLE WORK LIMITSBRIDGE DECKEGFG5035% MAX50450220436.00'5025035015% MAX505505(N) DRIVEWAY RAMP.SEE SHEET C-25506REFERENCE NOTES:XXXDESCRIPTION200TREES202PRUNE TREE203PRUNE TREE AND TREE ROOTS204TEMPORARY FENCE (TYPE ESA)205REMOVE TREE TO (E) GROUND. ROOTS TO REMAIN500TEMPORARY BRIDGE501TEMPORARY BRIDGE FOR ACCESS TO PRIVATE PROPERITES - NOT FOR CONSTRUCTION ACCESS502CLASS 2 AGGREGATE BASE APPROACH RAMP. REMOVE AFTER THE BRIDGE HAS BEEN REMOVED AND RESTORE SITE TOPRECONSTRUCTION CONDITIONS, OR PER GRADING PLANS IN THE GRADING AREAS.503TEMPORARY GRADING FOR APPROACH RAMPS. REMOVE AND RESTORE SITE TO PRE-CONSTRUCTION CONDITIONS, OR PERGRADING PLANS IN GRADING AREAS. CUT SLOPES NOT TO EXCEED 2:150420' WIDE, 6-INCH THICK LAYER OF CLASS 2 AGGREGATE BASE. PREPARE AND COMPACT THE SUBGRADE. REMOVE AFTERTHE BRIDGE HAS BEEN REMOVED AND RESTORE SITE TO PRECONSTRUCTION CONDITIONS, OR PER GRADING PLANS INTHE GRADING AREAS.505BRIDGE ALIGNMENT AND PROFILE SHOWN FOR PLANNING AND BIDDING PURPOSES ONLY. BRIDGE ALIGNMENT ANDPROFILE MAY BE ADJUSTED FOR FINAL BRIDGE DESIGN WITHIN THE ALLOWABLE WORK LIMITS AND ELEVATIONLIMITATIONS SHOWN.506NO STRUCTURAL ELEMENTS OF BRIDGE TO BE LOCATED WITHIN THE CREEK BANKS BELOW ELEVATION 169.25 FEET.700UTILITIES714OVERHEAD CABLE LINE TO BE TEMPORARILY RELOCATED BY OTHERS FOR INSTALLATION AND REMOVAL OF THETEMPORARY BRIDGE.714202202205205202202202202205205LEGENDNT100150150(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTE PER EXISTING TREE PLANESA FENCEPROPOSED SURFACE GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEFINISHED GRADE CONTOUR(E) GRADE CONTOURORDINARY HIGH WATER (OHW)PROPOSED RSP(E) CONCRETE SACK WALLPARCEL LINE FROM CITY GIS506205"TB" LINE //////////////////////////////////////////////////////////////////////////////X X XXXX///////////////////////////////////////XXX////////////XX XX XXXXXXXXX X //////////////////////////////////////////////////////////////////////////////////////////////XXXXXXXXXXXXXXX/////////////////X////////////////////////////////////////////////////////////////////X X XX/// //////XXXX///X/// // / / / /////////// // /// ///XX///////X X /////////////////////////////////////////GV CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 50'7/6/20209064938DEWATERING PLANSC-29FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONBEGIN INTERNALDEWATERINGEND PROJECTDEWATERINGEND INTERNALDEWATERINGSOUTH HIGUERA STREETBEGIN PROJECTDEWATERINGMADONNA ROADMARSH STREETUS 101SOUTH STREETBIANCHILANEEND INTERNALDEWATERINGBEGIN INTERNALDEWATERINGBIANCHI BYPASSCHANNELSOUTH STREETBYPASS CHANNELDIVERSION AND DEWATERING GENERAL NOTES1.PROVIDE DETAILED DIVERSION PLAN AND SCHEDULE, INCLUDING, BUT NOT LIMITED TO, THE STEPSOUTLINED BELOW PLUS PROCEDURES FOR MOVING THE DIVERSION PIPES IN AND OUT OF THE CREEK,TO BE APPROVED BY THE ENGINEER PRIOR TO UNDERTAKING DIVERSION AND DEWATERINGOPERATIONS.2.REFER TO CALTRANS CLEAN WATER DIVERSION NS-5 AND DEWATERING OPERATIONS NS-2 FORDIVERSION AND DEWATERING PROCEDURES. PUMPED DIVERSION IS NOT AN OPTION.3.WORK IN THE CREEK SHALL TAKE PLACE IN THE DEWATERED AREAS ONLY.4.RESTORE THE CREEK FLOWLINE TO PRE-CONSTRUCTION ALIGNMENT, GRADE, AND CROSS SECTIONWHEN WORK IN THE CREEK IS COMPLETE.DIVERSION INSTALLATION NOTES1.CONSTRUCT THE PROJECT DURING LOW FLOWS OR AS DIRECTED BY ENVIRONMENTAL PERMITS.ISOLATE THE WORK AREA FROM THE CREEK BY INSTALLING A TEMPORARY DIVERSION SYSTEM.MAINTAIN THE DIVERSION SYSTEM IN PLACE UNTIL CONSTRUCTION OPERATIONS ARE COMPLETE.2.FOR WORK AREAS WHERE THE DIVERSION PIPING WILL NEED TO BE RELOCATED DURING THE COURSEOF WORK, THE DIVERSION SYSTEM SHALL UTILIZE EITHER 2-PARALLEL PIPES WITH DIVERSIONSTRUCTURE, OR ONE PIPE WITH RELOCATION PLAN.3.DO NOT INTERRUPT FLOW THROUGH THE DIVERSION SYSTEM EXCEPT FOR ALLOWANCE OF DIVERTINGTO AN ALTERNATIVE PIPE, IF NECESSARY.4.THE PROJECT BIOLOGIST WILL RELOCATE FISH FROM THE ISOLATED WORK AREA PER ENVIRONMENTALAGENCY PERMIT REQUIREMENTS. COORDINATE WITH THE BIOLOGIST REGARDING THE NECESSARYSCHEDULES, AND DO NOT PROCEED WITH WORK UNTIL CLEARANCE IS RECEIVED FROM THEBIOLOGIST.5.AFTER THE DIVERSION SYSTEM IS IN PLACE, REMAINING WATER IN THE WORK AREA MAY BE PUMPEDOUT. SCREEN THE SUCTION HOSE TO PREVENT FISH FROM BEING TAKEN INTO THE SUCTION HOSE.DO NOT ALLOW DISCHARGE TO RE-ENTER THE CREEK UNTIL SUSPENDED SOLIDS HAVE SETTLED.6.THE CREEK BED AND FLOWLINE PROFILE MAY FLUCTUATE DURING CONSTRUCTION. MAINTAINADEQUATE FALL IN THE PIPE AT ALL TIMES TO CONVEY FLOW THROUGH THE DIVERSION SYSTEM.DIVERSION REMOVAL NOTES1.ALL CONSTRUCTION ITEMS EXCEPT DIVERSION SYSTEM REMOVAL AND CONSTRUCTION ACCESSREMOVAL SHALL BE COMPLETE PRIOR TO REMOVING DIVERSION SYSTEM.2.REMOVE THE DIVERSION SYSTEM IN PHASES TO SLOWLY SATURATE THE LOW FLOW CHANNEL.REMOVAL MAY REQUIRE A MULTI-DAY PERIOD UNTIL THE FLOW IS ENTIRELY IN THE LOW FLOWCHANNEL.3.PREVENT CONCENTRATED OVERFLOW FROM SCOURING THE CHANNEL DOWNSTREAM.NTSCREEK DIVERSION DETAILS1DEWATERING ZONE #3,PIPED FLOWFLOW IN CREEKDEWATERING ZONE #2,PIPED FLOWFLOW IN CREEKDEWATERING ZONE #1,PIPED FLOWGRAVEL BAGCOFFERDAMOG2-36" Ø PIPE STREAMDIVERSIONIMPERMEABLEPLASTIC SHEETTEMP DIVERSION PIPES,SEE "SECTION A-A"DESIGN FLOW LEVELIMPERMEABLEPLASTIC SHEETDESIGN FLOW LEVELIMPERMEABLEPLASTIC SHEETTEMP DIVERSION PIPES,SEE "SECTION A-A"1 - 2'TYP.FLOWFLOWFLOW1' TYP. 2' MIN.1' MIN.2 : 1 TYP .1' MIN.SECTION A-ASECTION B-BSECTION C-CTYPICAL COFFER DAMDIVERSION PIPE INLETDIVERSION PIPE OUTLETCBAABC //////////////////////////////////////////////////////////////////////////////////X XXXXXXXXXXXXXX////////////////////////////////////////////////////////////////////////////////////////////////X XXXXXXXXXXXXXXX//////////////////////////////////////////////////////////////////////////////////XXXXX/////////////////////////////////////2170144.31WALL ANG BOT2173145.29WALL ANG BOT2175142.44WALL BOT GB1878148.54SET 5RBR WG CAP10+00 11+00 12+0013+0014+0015+0016+0017+00 18+0019+0020+00NTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNT320317316318313255254260259295294293296297299298300304305302303306301307312310311309308289291290287288292258257256284285286283261262263264265266268267269271272273275274279281282280270276277278NORTHSCALE 1" = 30'1503030MATCHLINE SEE SHEET C-31 CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 30'7/6/20209064938EXISTING TREE PLANC-30FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONLEGEND:(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTEID No.No. TrunksDBH (in)Common Name240227Blue Gum241222Arroyo Willow242519Arroyo Willow243214Arroyo Willow244220Arroyo Willow245113Arroyo Willow246110Arroyo Willow247123Fremont's Cottonwood248125California Sycamore249129Arroyo Willow250131California Sycamore251117Fremont's Cottonwood25219Arroyo Willow253114California Sycamore254417Arroyo Willow255131Arroyo Willow256320California Sycamore25719Arroyo Willow25818Southern California Black Walnut259115Southern California Black Walnut260328Ornamental261110Arroyo Willow262285Blue Gum263123Blue Gum264469Blue Gum265435Blue Gum266170Blue Gum2671>80Blue Gum268427Arroyo Willow269164Blue Gum270140Blue Gum271117Coast Live Oak272267Blue Gum273219Arroyo Willow274218Southern California Black Walnut275211Arroyo Willow27619California Sycamore277231Arroyo Willow27818Arroyo Willow279135Blue Gum280148Blue Gum281150Blue Gum282538California Bay283220Southern California Black Walnut284125Peruvian Pepper285211Arroyo WillowID No.No. TrunksDBH (in)Common Name286417Arroyo Willow287115Arroyo Willow288233Arroyo Willow289435Southern California Black Walnut290326California Bay291229Southern California Black Walnut292226Arroyo Willow293113Arroyo Willow294223Arroyo Willow295315Arroyo Willow29624Coast Live Oak297320Coast Live Oak298221Arroyo Willow299110Arroyo Willow300451Southern California Black Walnut3011030Peruvian Pepper302100Coast Live Oak303210Valley Oak304649Ornamental305235Ornamental306111Coast Live Oak3071026Peruvian Pepper3081126Peruvian Pepper309922Peruvian Pepper310532Arroyo Willow311111Arroyo Willow312222Arroyo Willow313524Arroyo Willow314918Peruvian Pepper315791Peruvian Pepper316319Arroyo Willow317317Arroyo Willow318454Fremont's Cottonwood319227Peruvian Pepper320337Ornamental321110Peruvian Pepper322228Coast Live Oak323226Arroyo Willow324439Arroyo Willow325210Coast Live Oak326233Southern California Black Walnut32719Southern California Black Walnut328232Arroyo Willow329328Arroyo Willow330229Arroyo Willow331124Arroyo Willow205203202REFERENCE NOTES:XXXDESCRIPTION200TREES202PRUNE TREE203PRUNE TREE AND TREE ROOTS204TREE PROTECTION FENCE205REMOVE TREE TO (E) GROUND. ROOTS TO REMAIN100NT ////////////////////////////////X X XXX X XXXXXX/////////////////////////////////////////////////////////////////////////////////////////////////////////XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX1767149.82SET 2X2+TACK20+00 21+00 22+00 23+0024+0025+0026+0027+0028+0029+0030+00NTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNT1561621661611541571601581591631651641671761681691701711721731741751771811791801821781551901911921951961971982 0 0 19919419320120220320420520620720821120932933018618518418318 7328327 1882102122132142151893262172162 1 8 219223222220221225224233234236237235228229226230227243238325239240241315324245244242232231 323321319320317316318322314313246247248249253255254250252251NORTHSCALE 1" = 30'1503030MATCHLINESEE SHEET C-30 MATCHLINE SEE SHEET C-32 CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 30'7/6/20209064938EXISTING TREE PLANC-31FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONID No.No. TrunksDBH (in)Common Name150116California Sycamore151111California Sycamore152110California Sycamore153226California Sycamore154117California Sycamore155116California Sycamore15618Coast Live Oak15717Coast Live Oak158112Arroyo Willow159220Arroyo Willow160228Southern California Black Walnut161228Arroyo Willow16219Coast Live Oak163110Arroyo Willow164412Arroyo Willow165110Arroyo Willow166445Coast Live Oak16718Coast Live Oak16814.5Valley Oak16939Coast Live Oak170213Golden Wattle171410Coast Live Oak172315Ornamental173218Ornamental174227Peruvian Pepper17519Peruvian Pepper17616Coast Live Oak177541Arroyo Willow178117Arroyo Willow179220Arroyo Willow180227Arroyo Willow181229Arroyo Willow182117Southern California Black Walnut183119Arroyo Willow184412Arroyo Willow185310Arroyo Willow186328Southern California Black Walnut187213Arroyo WillowID No.No. TrunksDBH (in)Common Name188113Arroyo Willow189113Peruvian Pepper190427Arroyo Willow191332Arroyo Willow1921266Arroyo Willow193110Arroyo Willow194112Arroyo Willow19528Arroyo Willow196419Arroyo Willow19739Arroyo Willow198617Arroyo Willow199213Arroyo Willow20036Coast Live Oak201433Arroyo Willow202215Arroyo Willow20319Arroyo Willow204319Arroyo Willow205212Arroyo Willow206416Arroyo Willow207320Arroyo Willow208224Arroyo Willow20918Arroyo Willow210537Arroyo Willow211116Arroyo Willow212214Southern California Black Walnut213557Fremont's Cottonwood214221Arroyo Willow21519Arroyo Willow216113Arroyo Willow217653Arroyo Willow218357Arroyo Willow21915Arroyo Willow220112Arroyo Willow221346Arroyo Willow222114Southern California Black Walnut2231>80Blue Gum224119Arroyo Willow225210Arroyo WillowID No.No. TrunksDBH (in)Common Name226268Fremont's Cottonwood227110Peruvian Pepper228218Southern California Black Walnut229653Arroyo Willow230125Fremont's Cottonwood231212Arroyo Willow232564Southern California Black Walnut233537Blue Gum234324Arroyo Willow23517Valley Oak236244Peruvian Pepper237340Peruvian Pepper238422Arroyo Willow239346Blue Gum240227Blue Gum241222Arroyo Willow242519Arroyo Willow243214Arroyo Willow244220Arroyo Willow245113Arroyo Willow246110Arroyo Willow247123Fremont's Cottonwood248125California Sycamore249129Arroyo Willow250131California Sycamore251117Fremont's Cottonwood25219Arroyo Willow253114California Sycamore254417Arroyo Willow255131Arroyo Willow256320California Sycamore25719Arroyo Willow25818Southern California Black Walnut259115Southern California Black Walnut310532Arroyo Willow311111Arroyo Willow312222Arroyo Willow313524Arroyo WillowID No.No. TrunksDBH (in)Common Name314918Peruvian Pepper315791Peruvian Pepper316319Arroyo Willow317317Arroyo Willow318454Fremont's Cottonwood319227Peruvian Pepper320337Ornamental321110Peruvian Pepper322228Coast Live Oak323226Arroyo Willow324439Arroyo Willow325210Coast Live Oak326233Southern California Black Walnut32719Southern California Black Walnut328232Arroyo Willow329328Arroyo Willow330229Arroyo Willow331124Arroyo Willow203205205202202REFERENCE NOTES:XXXDESCRIPTION200TREES202PRUNE TREE203PRUNE TREE AND TREE ROOTS204TREE PROTECTION FENCE205REMOVE TREE TO (E) GROUND. ROOTS TO REMAINLEGEND:(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTE202100NT202 GVXXXXXXXXXXXXXXXXXX X X / / /XXXXXX XX////////////XX XX X XX X XX1000155.60SET 2X2+TACK1017155.39SET 2X2+TACK1019169.52FD PK SGV30+0031+0032+0033+0034+0035+0036+0037+0038+0039+0028NTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNT1041031051021071061211091421431451441461471481311081321 2 0133136134135138137139140141 115110 112111605958114113495051616257565546484 7525354 454443424139384030293135323336373498971011009994116118117119156162150149152151153154157155NORTHSCALE 1" = 30'1503030MATCHLINE SEE SHEET C-33 MATCHLINESEE SHEET C-31 CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 30'7/6/20209064938EXISTING TREE PLANC-32FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTION202202REFERENCE NOTES:XXXDESCRIPTION200TREES202PRUNE TREE203PRUNE TREE AND TREE ROOTS204TREE PROTECTION FENCE205REMOVE TREE TO (E) GROUND. ROOTS TO REMAINLEGEND:(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTE100NTID No.No. TrunksDBH (in)Common Name2528Arroyo Willow26312Arroyo Willow27217Arroyo Willow28385Southern California Black Walnut29432Arroyo Willow30135Arroyo Willow31622California Sycamore32223Arroyo Willow33221Arroyo Willow34125Arroyo Willow35138Arroyo Willow36110Arroyo Willow37126Arroyo Willow38116Arroyo Willow39467Southern California Black Walnut40433Arroyo Willow41532Arroyo Willow42128Arroyo Willow43117Southern California Black Walnut44218Chinese Elm45534Chinese Elm46481Arroyo Willow47119Arroyo Willow48121Arroyo Willow4918Southern California Black Walnut5018Avocado51210Arroyo Willow5218Chinese Elm53313Chinese Elm54313Chinese Elm55211Chinese Elm56851Chinese Elm57326Southern California Black Walnut58121Southern California Black Walnut59112Chinese ElmID No.No. TrunksDBH (in)Common Name60131Southern California Black Walnut61121Monterey Pine62121Monterey Pine63111Fremont's Cottonwood64213Fremont's Cottonwood6519Fremont's Cottonwood66731Fremont's Cottonwood67110Fremont's Cottonwood68419Arroyo Willow69121Fremont's Cottonwood70121Fremont's Cottonwood71131California Sycamore72112Valley Oak73123Coast Live Oak74122Fremont's Cottonwood7539Coast Live Oak76131Coast Live Oak77120Fremont's Cottonwood78217Coast Live Oak79320Fremont's Cottonwood80316Fremont's Cottonwood81214Avocado82131Coast Live Oak83128Fremont's Cottonwood84624Arroyo Willow85328Coast Live Oak8626Coast Live Oak87985Coast Live Oak88236Coast Live Oak89214Persimmon90119Coast Live Oak91120Coast Live Oak92513Ornamental93115Coast Live Oak94133Coast Live OakID No.No. TrunksDBH (in)Common Name951>80Blue Gum96118Southern California Black Walnut97120Coast Live Oak98225Coast Live Oak99138California Sycamore100326Black Elderberry101115Avocado1021>80Blue Gum103121Blue Gum104280Blue Gum105229Blue Gum106212Blue Gum107375Blue Gum108244Blue Gum109339Southern California Black Walnut110256Arroyo Willow111522Arroyo Willow112643Arroyo Willow11318Southern California Black Walnut114116Arroyo Willow115125Ornamental116113Arroyo Willow117655California Bay11819Arroyo Willow119460Arroyo Willow120219Arroyo Willow121221Arroyo Willow122436Golden Wattle123114Golden Wattle124420Golden Wattle125125Golden Wattle126114Coast Live Oak127214Coast Live Oak128432Golden Wattle129344Coast Live OakID No.No. TrunksDBH (in)Common Name130114Blue Gum131132Palm132732Arroyo Willow133320Arroyo Willow134726Arroyo Willow13515Arroyo Willow13628Arroyo Willow137322Arroyo Willow138317Arroyo Willow139266Arroyo Willow140110Arroyo Willow141739Arroyo Willow142448California Sycamore143320California Bay144111Arroyo Willow145230Arroyo Willow14618Coast Live Oak147430Arroyo Willow148725Ornamental149371California Sycamore150116California Sycamore151111California Sycamore152110California Sycamore153226California Sycamore154117California Sycamore155116California Sycamore15618Coast Live Oak15717Coast Live Oak158112Arroyo Willow159220Arroyo Willow160228Southern California Black Walnut161228Arroyo Willow16219Coast Live Oak202202202 X X ////////////////////XXXXXXXX/////// / //////////////////// //X////////// ////////////////////X X 14 6 1 16 5 . 9 4 TO P C O N C 1 4 6 2 1 64 . 66 TO P CO N C 1464 165.91TOP C O N C 1473166.22CONC COR1474165.97CONC POL1475165.92CONC POL4.22TBOW1478164.70TOP CONC1479164.80 TOE C O N C 148 0165 . 92TOP CONC1481165.94CONC POL4.2TBOW 15 27 16 4 .7 4 TOP CONC 1532164.72 TOP CON C 1534165.02CONC POL 4.5T1536165.03TOE CONC1541168.63TOP CONC1576168.80TOP CONC1580168.61TOP CONC1 5 8 3167 . 55 TOP CO N C1584165.95TOP CONC1593164.71TOP CONC159 5 164. 6 2 TOP C O NC 1596164.72BOW CONC 15 9 7 16 5 . 9 5 T O P C O N C 1598165.97BOW CONC 3.83T1617169.14TOP CONC1624165.42BOW CONC 3.3T 1 62 7 1 64 . 9 1TOP CONC 1628164.74BOW CONC 16 2 9 1 6 4 . 5 2TOP CONC1635164.55TOP CONC16 3 6 16 4 . 6 1 BO W C O N C1637164.92TOP CONC1638164.95BOW CONC 3.9T1405158.17SET 2X2+TACK1406158.64SET 2X2+TACK1407162.25SET 5RBR WG CAP39+0040+0041+0042+0043+0044+0045+0046+0046+072728NTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNT43 331215612978 9130228685212019 1623186364656624706971727374768887757778899091989710194798084832526686717125 126124127122123128151412131011NORTHSCALE 1" = 30'1503030MATCHLINESEE SHEET C-32 CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 30'7/6/20209064938EXISTING TREE PLANC-33FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONID No.No. TrunksDBH (in)Common Name1326Arroyo Willow25102Arroyo Willow3110California Sycamore4620Arroyo Willow5418Arroyo Willow6111Fremont's Cottonwood7421Arroyo Willow8215Fremont's Cottonwood928Arroyo Willow10222Fremont's Cottonwood11113Fremont's Cottonwood12352Fremont's Cottonwood13115Fremont's Cottonwood14314Arroyo Willow15656Arroyo Willow16110Fremont's Cottonwood17111Fremont's Cottonwood18644Arroyo Willow19137Fremont's Cottonwood20138Fremont's Cottonwood21135Fremont's Cottonwood22632Fremont's Cottonwood23130Arroyo Willow2419Fremont's Cottonwood2528Arroyo Willow26312Arroyo Willow27217Arroyo Willow28385Southern California Black Walnut29432Arroyo Willow30135Arroyo Willow31622California Sycamore32223Arroyo Willow33221Arroyo Willow34125Arroyo Willow35138Arroyo Willow36110Arroyo Willow37126Arroyo Willow38116Arroyo Willow39467Southern California Black Walnut40433Arroyo WillowID No.No. TrunksDBH (in)Common Name41532Arroyo Willow42128Arroyo Willow43117Southern California Black Walnut44218Chinese Elm45534Chinese Elm46481Arroyo Willow47119Arroyo Willow48121Arroyo Willow4918Southern California Black Walnut5018Avocado51210Arroyo Willow5218Chinese Elm53313Chinese Elm54313Chinese Elm55211Chinese Elm56851Chinese Elm57326Southern California Black Walnut58121Southern California Black Walnut59112Chinese Elm60131Southern California Black Walnut61121Monterey Pine62121Monterey Pine63111Fremont's Cottonwood64213Fremont's Cottonwood6519Fremont's Cottonwood66731Fremont's Cottonwood67110Fremont's Cottonwood68419Arroyo Willow69121Fremont's Cottonwood70121Fremont's Cottonwood71131California Sycamore72112Valley Oak73123Coast Live Oak74122Fremont's Cottonwood7539Coast Live Oak76131Coast Live Oak77120Fremont's Cottonwood78217Coast Live Oak79320Fremont's Cottonwood80316Fremont's CottonwoodID No.No. TrunksDBH (in)Common Name81214Avocado82131Coast Live Oak83128Fremont's Cottonwood84624Arroyo Willow85328Coast Live Oak8626Coast Live Oak87985Coast Live Oak88236Coast Live Oak89214Persimmon90119Coast Live Oak91120Coast Live Oak92513Ornamental93115Coast Live Oak94133Coast Live Oak951>80Blue Gum96118Southern California Black Walnut97120Coast Live Oak98225Coast Live Oak99138California Sycamore100326Black Elderberry101115Avocado1021>80Blue Gum103121Blue Gum104280Blue Gum105229Blue Gum106212Blue Gum107375Blue Gum108244Blue Gum109339Southern California Black Walnut110256Arroyo Willow111522Arroyo Willow112643Arroyo Willow11318Southern California Black Walnut114116Arroyo Willow115125Ornamental116113Arroyo Willow117655California Bay11819Arroyo Willow119460Arroyo Willow120219Arroyo WillowID No.No. TrunksDBH (in)Common Name121221Arroyo Willow122436Golden Wattle123114Golden Wattle124420Golden Wattle125125Golden Wattle126114Coast Live Oak127214Coast Live Oak128432Golden Wattle129344Coast Live Oak130114Blue Gum131132Palm132732Arroyo Willow133320Arroyo Willow134726Arroyo Willow13515Arroyo Willow13628Arroyo Willow137322Arroyo Willow138317Arroyo Willow139266Arroyo Willow140110Arroyo Willow202202205REFERENCE NOTES:XXXDESCRIPTION200TREES202PRUNE TREE203PRUNE TREE AND TREE ROOTS204TREE PROTECTION FENCE205REMOVE TREE TO (E) GROUND. ROOTS TO REMAINLEGEND:(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTE100NT202202202202202205205205205205 GV////////////////////////////////////////////////////////////////////////////X X XXXX///////////////////////////////////////XXX////////////XX XX XXXXXXXXX X /////////XX///////////////////////////////////////////////////////////////////////////////////////XXXXXXXXXXXXXXX///////////////X/////////////////////////////////////////////////////////// / ///////////////////XXX X XX/// //////XXXX///X/// // / / / /////////// // /// ///XX/ / / / / ///////XX//////X X ////////////////////////////////////////////////14 6 1 16 5 . 9 4 T O P C O N C 1 4 6 2 1 64 . 66 TO P CO N C 1464 165.91TOP C O N C1473166.22CONC COR1474165.97CONC POL1475165.92CONC POL4.22TBOW1478164.70TOP CONC1479 164.8 0 TOE C O N C 148 0 16 5 .9 2 TOP CONC1481165.94CONC POL4.2TBOW15 27 16 4 . 7 4 TO P CONC 1532 164.72TOP CO N C1534165.02CONC POL 4.5T1536165.03TOE CONC1541168.63TOP CONC1576168.80TOP CONC1580168.61TOP CONC15 83 16 7 .5 5 T O P CONC 1584165.95TOP CONC1593164.71TOP CONC1595 164. 6 2 TOP C ON C 1596164.72BOW CONC 15 9 7 16 5 . 9 5 TO P C O N C 1598165.97BOW CONC 3.83T1617169.14TOP CONC1624165.42BOW CONC 3.3T 1 6 2 7 1 6 4 . 9 1TOP CONC 1628164.74 BOW CO N C 1 6 2 9 1 6 4 . 5 2 TOP CO N C 1635164.55TOP CONC1636164.61BO W C O N C1637164.92TOP CONC1638164.95BOW CONC 3.9T0+001+002+003+004+005+005+4010+0011+0012+0013+0014+0015+0016+0017+0018+0018+8313+0014+0015+0016+0017+0018+0019+0020+00 21+00 22+00 23+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0046+07NORTHSCALE 1" = 100'500100100 MADONNA RD.HIGUERA ST.SOUTH ST.BIANCHI LN.U.S. 101MARSH ST.CONSTRUCTIONACCESSCONSTRUCTIONACCESSEND PROJECTDEWATERINGSOUTH STREETBYPASS CHANNELEND INTERNALDEWATERINGBEGIN INTERNALDEWATERINGEND INTERNALDEWATERINGBIANCHI LANEBYPASS CHANNELCONSTRUCTIONYARDBEGIN INTERNALDEWATERINGFUTURE BIKEPATHBEGIN PROJECTDEWATERINGCONSTRUCTIONACCESSCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN CKCKCACCAC1" = 100'July 209064938TEMPORARY WATER POLLUTION CONTROL PLANC-34FOR PLAN REVIEW ONLYNOT FOR CONSTRUCTIONBENCH 1BENCH 2SAN LUIS OBISPO CREEKBENCH 3BIANCHI LANEBRIDGEBENCH 4SEDIMENTREMOVAL 1EX GATE1. CONTRACTOR SHALL USE THE APPROPRIATE EROSION CONTROL AND SEDIMENTMEASURES AS SHOWN AND DESCRIBED IN THE PROJECT SWPPP APPENDICES.2.INSTALL EROSION CONTROL BLANKET ON ALL DISTURBED CREEK BANK SLOPES ANDBYPASS CHANNEL SLOPES IMMEDIATELY AFTER GRADING OPERATIONS ARE COMPLETE.APPLY HYDROSEED PRIOR TO INSTALLING EROSION CONTROL BLANKET. REFER TOREVEGETATION PLAN FOR HYDROSEED REQUIREMENTS.3.FIBER ROLLS SHALL BE AT 10' OC ON ALL DISTURBED 3:1 OR STEEPER SLOPES, FROMOCTOBER 1 THROUGH APRIL 15.4.CONTRACTOR SHALL DETERMINE EXACT LOCATIONS OF TEMPORARY CONSTRUCTIONENTRANCE/EXIT LOCATIONS BASED ON WORK ACTIVITIES.5.CONCRETE WASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM TOP OFCREEK BANK.EROSION & SEDIMENTATION CONTROL NOTESLEGEND(E) TOE OF SLOPEORDINARY HIGH WATER (OHW)PROPOSED RSPPARCEL LINE FROM CITY GISSTABILIZED CONSTRUCTION ENTRANCECONCRETE WASHOUTMATTHEWSOPEN SPACE NTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNT319317316318314313249260259295294293296297299298300304305302303306301312310311309289291290287288292258257256285261266268267269271272273275274279281282280270276277278//////////////////////////////////////////////////////////////////////////////X X XXXXXXXXXXX// /////////////////////////////////////////////////////////////////////////// / // //////////XX XXXXXXXXXXXXX///////////////////////////////////////////////////////////////////////////////////////////////////////////XXXXXX//////////////////////////////////////////////1981154.43TOP CONC2060145.38TOE CONC2061144.93TOE CONC2062142.55TOE CONC2065141.60WALL ANG BOT2153146.99WALL ANG BOT2156148.05WALL ANG BOT2170144.31WALL ANG BOT2173145.29WALL ANG BOT2175142.44WALL BOT GB2176141.54WALL BOT GB2179141.39WALL BOT GB1878148.54SET 5RBR WG CAP31932031731631831431324926025929529429329629729929830030430530230330630130731231031130930828929129028728829225825725628428528628326126226326426526626826726927127227327527427928128228027027627727810000160.00^CONT PT10001155.00^CONT PT10002158.00^CONT PT10003155.00^CONT PT10004155.00^CONT PT5220156.61CLF5221156.609W UP.5 30RCPTOP5222156.609W UP.5 30RCPTOP5223157.20POL 30RCPTOPTREESBOTANICAL / COMMON NAMECONTQTYAcer macrophyllum / Big Leaf Maple15 gal16Populus fremontii / Fremont Cottonwood15 gal23Populus trichocarpa / Black Cottonwood15 gal46Quercus agrifolia / Coast Live Oak15 gal124Quercus agrifolia / Coast Live Oak24"box69SHRUBSBOTANICAL / COMMON NAMECONTQTYHeteromeles arbutifolia / Toyon5 gal117Leymus triticoides / Creeping Wildrye1 gal50Rhamnus californica / California Coffee Berry5 gal43Rosa californica / California Wild Rose1 gal44Rubus ursinus / California Blackberry1 gal50MITIGATION PLANTING SCHEDULE NORTHSCALE 1" = 40'2004040 MATCHLINE SEE SHEET L-2 CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN EASMMPEASEAS1" = 40'July 209064938REVEGETATION PLANL-1P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N HYDROSEED NOTES:1.HYDROSEED MIX SHALL BE APPLIED TO ALL EXPOSED SOIL IMMEDIATELY AFTERGRADING OPERATIONS ARE COMPLETE.2.SEED MIX SHALL BE THE SAN LUIS OBISPO COUNTY STANDARD SEED MIX. SEEBELOW:BOTANICAL NAMECOMMON NAMEAPPLICATION RATEBROMUS CARINATUSCALIFORNIA BROME12 LBS/ACREFESTUCA MICROSTACHYSSMALL FESCUE4 LBS/ACRETRIFOLIUM WILLDENOVIITOMCAT CLOVER2LBS/ACREESCHSCHOLZIA CALIFORNICACALIFORNIA POPPY1.5LBS/ACRELUPINUS NANUSSKY LUPINE2LBS/ACRELASTHENIA CALIFONICAGOLDFIELDS0.5LBS/ACREIRRIGATION NOTES3.SEE CIVIL UTILITY PLANS FOR LOCATIONS OF IRRIGATION WATER METERS ANDQUICK COUPLER VALVE BOXES AND INSTALLATION DETAILS.4.IRRIGATION SYSTEM SHALL BE DESIGN BUILT BY THE CONTRACTOR ANDAPPROVED BY THE ENGINEER. SUBMITTAL REQUIRED FOR REVIEW ANDAPPROVAL PRIOR TO INSTALLATION.LEGENDNT100150150(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTE PER EXISTING TREE PLANESA FENCEPROPOSED SURFACE GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEFINISHED GRADE CONTOUR(E) GRADE CONTOURORDINARY HIGH WATER (OHW)PROPOSED RSP(E) CONCRETE SACK WALLPARCEL LINE FROM CITY GIS NTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNTNT1451611501491521511531541571601581591631651641701721731741751811791801821781551901911921951961971982 0 0 199194193201202203204205206207208211209330183210212213214215217216219223234236237235228229226230227238325239240315324245244242232231 323321319317318322246247248249253255254250252251 /////////////////////XXX X X XX XXXX X /////////////////////XXXXXXXXXXXXXXXXXXXXXXXXXXX X 1767149.82SET 2X2+TACK1451461471481561621661611501491521511531541571601581591631651641671761681691701711721731741751771811791801821781551901911921951961971982001991941932012022032042052062072082112093293301861851841831 8 7328327 18821021221321421518932621721621 8 219223222220221225224233234236237235228229226230227243238325239240241315324245244242232231 323321319317318322246247248249253255254250252251 TREESBOTANICAL / COMMON NAMECONTQTYAcer macrophyllum / Big Leaf Maple15 gal16Populus fremontii / Fremont Cottonwood15 gal23Populus trichocarpa / Black Cottonwood15 gal46Quercus agrifolia / Coast Live Oak15 gal124Quercus agrifolia / Coast Live Oak24"box69SHRUBSBOTANICAL / COMMON NAMECONTQTYHeteromeles arbutifolia / Toyon5 gal117Leymus triticoides / Creeping Wildrye1 gal50Rhamnus californica / California Coffee Berry5 gal43Rosa californica / California Wild Rose1 gal44Rubus ursinus / California Blackberry1 gal50MITIGATION PLANTING SCHEDULE P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N MATCHLINESEE SHEET L-1 MATCHLINE SEE SHEET L-3 CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN EASMMPEASEAS1" = 40'July 209064938REVEGETATION PLANL-2NORTHSCALE 1" = 40'2004040HYDROSEED NOTES:1.HYDROSEED MIX SHALL BE APPLIED TO ALL EXPOSED SOIL IMMEDIATELY AFTERGRADING OPERATIONS ARE COMPLETE.2.SEED MIX SHALL BE THE SAN LUIS OBISPO COUNTY STANDARD SEED MIX. SEEBELOW:BOTANICAL NAMECOMMON NAMEAPPLICATION RATEBROMUS CARINATUSCALIFORNIA BROME12 LBS/ACREFESTUCA MICROSTACHYSSMALL FESCUE4 LBS/ACRETRIFOLIUM WILLDENOVIITOMCAT CLOVER2LBS/ACREESCHSCHOLZIA CALIFORNICACALIFORNIA POPPY1.5LBS/ACRELUPINUS NANUSSKY LUPINE2LBS/ACRELASTHENIA CALIFONICAGOLDFIELDS0.5LBS/ACREIRRIGATION NOTES3.SEE CIVIL UTILITY PLANS FOR LOCATIONS OF IRRIGATION WATER METERS ANDQUICK COUPLER VALVE BOXES AND INSTALLATION DETAILS.4.IRRIGATION SYSTEM SHALL BE DESIGN BUILT BY THE CONTRACTOR.LEGENDNT100150150(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTE PER EXISTING TREE PLANESA FENCEPROPOSED SURFACE GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEFINISHED GRADE CONTOUR(E) GRADE CONTOURORDINARY HIGH WATER (OHW)PROPOSED RSP(E) CONCRETE SACK WALLPARCEL LINE FROM CITY GIS GVNTNTNTNTNTNTNTNTNTNTNTNTNTNTNT107106142143145144131108132133136134135138137139140141115112605958113495051616257565546484 7525354 454443424030313532363798971011009994118117119XXXXXXXXXXXXXXXX///////////////////XXXXXXXXXX XX////// ///XXXXX X XX X X104103105102107106121109142143145144146147148131108132120133136134135138137139140141115110112111605958114113495051616257565546484 7525354 45444342413938403029313532333637349897101100999496 116118117119631174.46SET MAG WSH632173.15FD 80D MAG633174.53CKPT6315197169.42CKPT394TREESBOTANICAL / COMMON NAMECONTQTYAcer macrophyllum / Big Leaf Maple15 gal16Populus fremontii / Fremont Cottonwood15 gal23Populus trichocarpa / Black Cottonwood15 gal46Quercus agrifolia / Coast Live Oak15 gal124Quercus agrifolia / Coast Live Oak24"box69SHRUBSBOTANICAL / COMMON NAMECONTQTYHeteromeles arbutifolia / Toyon5 gal117Leymus triticoides / Creeping Wildrye1 gal50Rhamnus californica / California Coffee Berry5 gal43Rosa californica / California Wild Rose1 gal44Rubus ursinus / California Blackberry1 gal50MITIGATION PLANTING SCHEDULE MATCHLINESEE SHEET L-2 MATCHLINE SEE SHEET L-4 P R E L I M I N A R Y N O T F O R C O N S T R U C T I O NCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN EASMMPEASEAS1" = 40'July 209064938REVEGETATION PLANL-3NORTHSCALE 1" = 40'2004040HYDROSEED NOTES:1.HYDROSEED MIX SHALL BE APPLIED TO ALL EXPOSED SOIL IMMEDIATELY AFTERGRADING OPERATIONS ARE COMPLETE.2.SEED MIX SHALL BE THE SAN LUIS OBISPO COUNTY STANDARD SEED MIX. SEEBELOW:BOTANICAL NAMECOMMON NAMEAPPLICATION RATEBROMUS CARINATUSCALIFORNIA BROME12 LBS/ACREFESTUCA MICROSTACHYSSMALL FESCUE4 LBS/ACRETRIFOLIUM WILLDENOVIITOMCAT CLOVER2LBS/ACREESCHSCHOLZIA CALIFORNICACALIFORNIA POPPY1.5LBS/ACRELUPINUS NANUSSKY LUPINE2LBS/ACRELASTHENIA CALIFONICAGOLDFIELDS0.5LBS/ACREIRRIGATION NOTES3.SEE CIVIL UTILITY PLANS FOR LOCATIONS OF IRRIGATION WATER METERS ANDQUICK COUPLER VALVE BOXES AND INSTALLATION DETAILS.4.IRRIGATION SYSTEM SHALL BE DESIGN BUILT BY THE CONTRACTOR.LEGENDNT100150150(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTE PER EXISTING TREE PLANESA FENCEPROPOSED SURFACE GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEFINISHED GRADE CONTOUR(E) GRADE CONTOURORDINARY HIGH WATER (OHW)PROPOSED RSP(E) CONCRETE SACK WALLPARCEL LINE FROM CITY GIS 2728NTNTNTNTNTNTNTNTNTNTNTNT4331211291308521201916231865662471727376888775777889909198101947980832526686717125126124 1271221231281514///////////////////////////////////////////////////XXXXXX/ / / /////////////////////////////// X X XXX XX///////////////////////////X X X X1461165.94TOP CONC1462164.66TOP CONC 1464165.91TOP CONC 1473166.22CONC COR1474165.97CONC POL1475165.92CONC POL4.22TBOW1478164.70TOP CONC1479164.80TOE CONC 1480165.92TOP CONC1481165.94CONC POL4.2TBOW 15 2 7 16 4 .7 4 TO P CONC 1532164.72TOP CO N C 1534165.02CONC POL 4.5T1536165.03TOE CONC1541168.63TOP CONC1576168.80TOP CONC1580168.61TOP CONC 15 8 3 1 6 7 . 5 5TOP CONC1584165.95TOP CONC1593164.71TOP CONC1595 164. 6 2 TOP C O NC 1596164.72BOW CONC 15 9 7 16 5 . 9 5 T O P C O N C 1598165.97BOW CONC 3.83T1617169.14TOP CONC1624165.42BOW CONC 3.3T16 27 16 4 . 9 1 TOP CON C 1628164.74BOW CO N C 1 6 2 9 1 64 . 5 2TOP CONC1635164.55TOP CONC16 3 6 16 4 . 6 1 BO W C O N C1637164.92TOP CONC1638164.95BOW CONC 3.9T1405158.17SET 2X2+TACK1406158.64SET 2X2+TACK1407162.25SET 5RBR WG CAP43 331215612978 9130228685212019 16231863646566247069717273747688872775777889909193929810194817980828483 2895962526686717125 12612412712212312815141213101110007165.00^CONT PT10008160.00^CONT PTTREESBOTANICAL / COMMON NAMECONTQTYAcer macrophyllum / Big Leaf Maple15 gal16Populus fremontii / Fremont Cottonwood15 gal23Populus trichocarpa / Black Cottonwood15 gal46Quercus agrifolia / Coast Live Oak15 gal124Quercus agrifolia / Coast Live Oak24"box69SHRUBSBOTANICAL / COMMON NAMECONTQTYHeteromeles arbutifolia / Toyon5 gal117Leymus triticoides / Creeping Wildrye1 gal50Rhamnus californica / California Coffee Berry5 gal43Rosa californica / California Wild Rose1 gal44Rubus ursinus / California Blackberry1 gal50MITIGATION PLANTING SCHEDULE MATCHLINESEE SHEET L-3 P R E L I M I N A R Y N O T F O R C O N S T R U C T I O NCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONMID-HIGUERA BYPASS 90% DESIGN EASMMPEASEAS1" = 40'July 209064938REVEGETATION PLANL-4NORTHSCALE 1" = 40'2004040HYDROSEED NOTES:1.HYDROSEED MIX SHALL BE APPLIED TO ALL EXPOSED SOIL IMMEDIATELY AFTERGRADING OPERATIONS ARE COMPLETE.2.SEED MIX SHALL BE THE SAN LUIS OBISPO COUNTY STANDARD SEED MIX. SEEBELOW:BOTANICAL NAMECOMMON NAMEAPPLICATION RATEBROMUS CARINATUSCALIFORNIA BROME12 LBS/ACREFESTUCA MICROSTACHYSSMALL FESCUE4 LBS/ACRETRIFOLIUM WILLDENOVIITOMCAT CLOVER2LBS/ACREESCHSCHOLZIA CALIFORNICACALIFORNIA POPPY1.5LBS/ACRELUPINUS NANUSSKY LUPINE2LBS/ACRELASTHENIA CALIFONICAGOLDFIELDS0.5LBS/ACREIRRIGATION NOTES3.SEE CIVIL UTILITY PLANS SHEET C-21 FOR LOCATIONS OF IRRIGATION WATERMETERS AND QUICK COUPLER VALVE BOXES AND INSTALLATION DETAILS.4.IRRIGATION SYSTEM SHALL BE DESIGN BUILT BY THE CONTRACTOR.LEGENDNT100150150(E) TREE AND TAG NUMBERREMOVE (E) TREE(E) TREE WITHOUT TAG(E) TREE. SEE NOTE PER EXISTING TREE PLANESA FENCEPROPOSED SURFACE GRADING LIMITBYPASS CHANNEL TOE(E) TOE OF SLOPEFINISHED GRADE CONTOUR(E) GRADE CONTOURORDINARY HIGH WATER (OHW)PROPOSED RSP(E) CONCRETE SACK WALLPARCEL LINE FROM CITY GIS