HomeMy WebLinkAboutItem 12 - COUNCIL READING FILE_a_Spec No. 1000167 Project PlansReference Documents:City Standard Specifications - August 2020 EditionCity Engineering Standards - August 2020 Edition1.ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITHTHESE PLANS, SPECIAL PROVISIONS PREPARED FOR THISPROJECT AND THE 2020 CITY OF SAN LUIS OBISPO STANDARDSPECIFICATIONS AND ENGINEERING STANDARDS, INCONJUNCTION WITH THE STATE OF CALIFORNIA DEPARTMENTOF TRANSPORTATION STANDARD SPECIFICATIONS ANDSTANDARD PLANS, 2015 EDITION (UNREVISED).2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ORPERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OFNORTHERN/CENTRAL CALIFORNIA" BY PHONE AT 8-1-1FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTIONFOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GASUNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEESHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THELOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE ORUNDERGROUND FACILITIES.3.THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C12" & "C8"LICENSE AT THE TIME THE BIDS OPEN AND DURING THE ENTIRELENGTH OF THE CONTRACT.4.THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES INTHE VICINITY OF THE PROPOSED WORK SUCH AS EXISTINGIRRIGATION HEADS AND LINES, SHRUBBERY AND VEGETATION,ETC. THE CONTRACTOR MUST USE CARE TO AVOID DAMAGE TOANY EXISTING IMPROVEMENTS OR VEGETATION IN THE VICINITYOF THE WORK, AND MUST REPAIR ANY FACILITIES DAMAGEDURING CONSTRUCTION TO THE SATISFACTION OF THEENGINEER.5.WHERE TRIMMING OF EXISTING VEGETATION IS REQUIREDDURING CONSTRUCTION IT MUST BE DONE IN A MANNER TOREMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATION ANDLEAVE THE REMAINING IN AN ATTRACTIVE CONDITION.CONTRACTOR TO HIRE CERTIFIED ARBORIST FOR TREETRIMMING TO ALLOW NECESSARY EQUIPMENT CLEARANCE.NOTIFY THE ENGINEER IN ADVANCE OF THE WORK.6.THESE PLANS DO NOT INDICATE ALL OVERHEAD LINES.CONTRACTOR SHALL TAKE CARE DURING CONSTRUCTION TOAVOID CONTACT WITH OR DAMAGE TO EXISTING OVERHEADLINES.7.ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOMEDAMAGED DURING CONSTRUCTION SHALL BE COMPLETELYRESTORED TO THE SATISFACTION OF THE ENGINEER AT THECONTRACTOR'S SOLE EXPENSE.8.CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES ANDAGENCIES WITH SERVICES IN THE AREA PRIOR TOCOMMENCING CONSTRUCTION ACTIVITIES AND COORDINATEWITH THE UTILITY COMPANIES AFFECTED BY CONSTRUCTION.9.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR'SLICENSED LAND SURVEYOR SHALL FILE A CORNER RECORD INTHE OFFICE OF THE SAN LUIS OBISPO COUNTY SURVEYOR FOREACH EXISTING MONUMENT WITHIN THE PROJECT AREA THATHAS THE POTENTIAL TO BE DISTURBED.10.PROTECT SURVEY MONUMENTS IN PLACE DURINGCONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL COSTS ASSOCIATED WITH THE REPLACEMENT OFDAMAGED OR DISPLACED SURVEY MONUMENTS AND SHALLNOTIFY THE CITY FIVE (5) WORKING DAYS PRIOR TO RESTORINGMONUMENTS. MONUMENTS SHALL BE RESET BY A CALIFORNIALICENSED LAND SURVEYOR AND SHALL INCLUDE PREPARINGAND FILING A CORNER RECORD WITH SAN LUIS OBISPOCOUNTY.11.ALL STRIPING AND MARKINGS SHALL BE THERMOPLASTIC PERCALTRANS STANDARD PLANS A20A, A20B, A20C, A20D, A24A,A24B, A24C, A24D, AND A24E. ANY STRIPING NOT MARKED FORREMOVAL SHALL BE PROTECTED IN PLACE.12.ALL CURB, GUTTER, AND SIDEWALK IMPROVEMENTS SHALL BECOMPLETED PRIOR TO THE START OF PAVING WORK.13.CONCRETE SIDEWALKS MUST CONFORM TO ENGINEERINGSTANDARDS 4110 & 4220.14.REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALLCONFORM TO ENGINEERING STANDARD 4910.15.LOCATION OF ALL SIGNS AND STRIPING TO BE APPROVED BYTHE ENGINEER PRIOR TO INSTALLATION.index to plansgeneral notes:san luis obispo county, california2021 DOWNTOWN PAVEMENTIMPROVEMENTS PROJECTAPPROVED BYSPECIFICATION NO.DATEofSHEETBrian A. Nelson, City Engineer R.C.E. C79870 Approved Date26APR 202110001671FILE NO./LOCATION[MO DAY, YEAR]No. C 79870B
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IA AREA 'A'(SEE SHEETS 2-7)AREA 'B'(SEE SHEETS 8-11)AREA 'D'(SEE SHEETS 12-15)AREA 'C'(SEE SHEETS 16-23)legend:1/2" HMA AND LEVELINGSLURRY SEAL1/2" & 3/4" HMAProjectLocationsNsheet no.description1VICINITY MAP, GENERAL NOTESPAVING AREA "A"2-3HIGUERA: 10+00 TO 26+603-4MARSH: 26+60 TO 42+195HIGUERA NEAR NIPOMO, ARCHER SE6HIGUERA CROSSWALK7MARSH NEAR HIGUERA, ARCHER SW &NE8MARSH & BEACH SW, NEAR NIPOMOPAVING AREA "B"9-10HIGUERA: 50+00 TO 64+8910-12MARSH: 70+00 TO 90+28PAVING AREA "D"13-14JOHNSON, PHILLIPS, PEPPER15JOHNSON CURB RAMPS16JOHNSON CURB RAMPSPAVING AREA "C"17-24NIPOMO RECONSTRUCTION25-26DETAILS
H11NL O A D I N G Z O N EL O A D I N G Z O N EH9H10L O A D I N G Z O N EL O A D I N G Z O N ENA26CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECT
BRKHMGBN1" = 20'APR 2021100016726HIGUERA: 10+00 TO 20+502CIVILREGISTER
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SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECT
BRKHMGBN1" = 20'APR 2021100016726HIGUERA-MARSH: 20+50 TO 30+753CIVILREGISTER
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L O A D I N G Z O N EL O A D I N G Z O N EM3M4NA26M2NNCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECT
BRKHMGBN1" = 20'APR 2021100016726MARSH: 30+75 TO 42+804CIVILREGISTER
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CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECT
BRKHMGBN1" = 4'APR 2021100016726HIGUERA NEAR NIPOMO, CROSSWALK, AT ARCHER SE5CIVILREGISTER
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N N. RODRIGUEZCURB RAMP DETAIL 1CURB RAMP DETAIL 2
NCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECT
BRKHMGBN1" = 4'APR 2021100016726MARSH NEAR HIGUERA, ARCHER SW & NE, BEACH SW, NEAR NIPOMO6CIVILREGISTER
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NNNCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECT
BRKHMGBN1" = 4'APR 2021100016726MARSH NEAR HIGUERA, ARCHER SW & NE, BEACH SW, NEAR NIPOMO7CIVILREGISTER
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NNCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECT
BRKHMGBN1" = 4'APR 2021100016726MARSH NEAR HIGUERA, ARCHER SW & NE, BEACH SW, NEAR NIPOMO8CIVILREGISTER
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H2NH1NCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECT
BRKHMGBN1" = 20'APR 2021100016726HIGUERA: 50+00 TO 60+059CIVILREGISTER
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M10NH3NCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECT
BRKHMGBN1" = 20'APR 2021100016726HIGUERA:60+05 TO 64+89 MARSH: 70+00 TO 74+9010No. C 79870B
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M13NM12M11NCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECT
BRKHMGBN1" = 20'APR 2021100016726MARSH: 74+90 TO 85+3011No. C 79870B
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M14NCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECT
BRKHMGBN1" = 20'APR 2021100016726MARSH: 85+30 TO 90+2812No. C 79870B
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SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECT
BRKHMGBN1" = 20'APR 2021100016726JOHNSON13No. C 79870B
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288.71SET MAG/TIN288.60TX288.44GTR END288.36CFFL288.48AC288.57AC288.60TC288.38CFFL EC288.45BX288.40BX288.44FL POC288.50GTR288.59AC288.66AC288.64AC288.52AC288.54TC288.43CFFL288.48GTR288.81WM288.87BW GB288.85BW288.75BW AP288.86BW288.73RMP GB288.74RMP GB288.85SW AP288.86SW288.80TC288.53CFFL288.50AC288.81TC288.79TX288.40CFFL288.42GTR BGN288.50GTR288.55AC288.63AC288.63AC288.57AC288.61AC288.62AC288.63CFFL289.03TC GB289.15BW289.20BW GB288.83TC288.52CFFL288.57CFFL288.93TC289.03BW289.27NG289.11SCO289.08NG288.87BW288.83BW288.95BW289.07NG288.8912IN TREE288.41AC288.21AC288.12CFFL288.59TC288.83SW288.80SW289.17SW LIFTED288.91TC DETACHED288.84TC288.43CFFL288.32AC288.46AC288.51AC288.35AC288.45CFFL288.66TC288.64CNC POL@BK CRB289.16SW288.89BW289.00SW288.97SW289.03TC288.67CFFL288.63AC288.66AC288.60SMH289.24BW@WLK289.58WLK POL289.45WLK POL289.26BW@WLK289.08TC288.71CFFL289.31MB288.94AC288.89AC289.18TC288.93CFFL289.36BW289.25BW289.13TC288.85CFFLPEACH STREETJOHNSON AVENUEMATCH (E)288.60 TC288.36 FLMATCH (E)288.97 SWMATCH (E)288.87288.75 TC288.47 FSMATCH (E)288.85 SWMATCH (E)288.80 TC288.53 FL288.86 TC288.40 FS288.75 TC288.44 FS272.73SET MAG TIN272.71FD BM 247272.03FH271.90WV271.40AC271.16AC271.00GTR270.87CFFL271.37TC JNT271.71BW272.64TW ALLEN BLOCK271.99NG272.09NG274.17TW CMU271.93BW272.86TW271.56TC271.05CFFL271.18GTR271.34AC271.50AC271.65AC271.46AC271.35GTR271.19CFFL271.72TC272.14BW273.09TW272.50NG272.46NG274.87TW275.56TW272.35BW273.28TW271.90TC271.36CFFL271.52GTR271.68AC271.90AC272.02AC271.72GTR271.54CFFL BC271.59CFFL DETACHED272.07TC272.08TC272.68BW BC273.47TW272.96NG273.07NG275.55TW276.19TW276.17FW TW CMU273.24BW273.82BW EC273.99TW ALLEN BLOCK273.67TW273.28NG273.88TC273.35CFFL EC273.55GTR273.72AC273.88AC273.28AC273.10AC272.91GTR272.74CFFL273.24TC272.80TC272.30CFFL272.49GTR272.62AC272.76AC272.21AC272.09AC272.02GTR271.85CFFL272.36TC273.98BW GB273.86CNC GB274.38BW274.32TC273.80CFFL273.90GTR274.15AC274.84BW274.75TC274.21CFFL274.61CFFL275.12TC275.29BW275.78BW275.01CFFL275.54TC275.15GTR275.35AC275.41AC275.03AC274.62AC274.77GTR274.38GTR275.49NG274.61NG274.60FW TW ALLEN275.44FW TWPHILLIPS LANEJOHNSON AVENUE 9.1'6.1'1.5'6.0'1.5'2.0'MATCH (E)271.72 TC271.19 FLMATCH (E)288.97 SWMATCH (E)275.12 TC274.61 FL272.08 TC271.54 FLMATCH (E)275.29 BWMATCH (E)275.29 BW273.88 TC273.73 FL273.70 FS273.78 FS273.60 TC/FL273.68 TC/FLCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECT
BRKHMGBN1" = 4'APR 2021100016726JOHNSON CURB RAMPS AND CURB RAMP CONSTRUCTION NOTES15CIVILREGISTER
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N N. RODRIGUEZ0SCALE IN FEET48N0SCALE IN FEET48NNORTHEAST CURB RAMP @ JOHNSON AVENUE & PEACH STREETNOTE: ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY MEASUREMENTS ON POINT 250 AS SHOWN ON THE CITY OF SAN LUIS OBISPO "BENCHMARK SYSTEM"(AUGUST 2020) HAVING A PUBLISHED ELEVATION OF 287.27'.SOUTHWEST CURB RAMP @ JOHNSON AVENUE & PHILLIPS LANENOTE: ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY MEASUREMENTS ON POINT 250 AS SHOWN ON THE CITY OF SAN LUIS OBISPO "BENCHMARK SYSTEM"(AUGUST 2020) HAVING A PUBLISHED ELEVATION OF 287.27'.CP#55ELEV. 272.73CP#50BM 247ELEV. 272.71123456789CURB RAMP CONSTRUCTION NOTES:SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT. PAVEMENT REMOVAL & REPAIRPER CITY OF SAN LUIS OBISPO ENGINEERING STANDARD PLAN 4110. SEE PLANS FOR WIDTHDIMENSIONS.SAWCUT AND REMOVE EXISTING CONCRETE PAVEMENT AT NEAREST SCORE MARK OR EXPANSIONJOINT PER CITY OF SAN LUIS OBISPO ENGINEERING STANDARD PLAN 4910.REMOVE AND REPLACE EXISTING CURB AND GUTTER. CONSTRUCT CURB AND GUTTER PER CITY OFSAN LUIS OBISPO ENGINEERING STANDARD PLAN 4030. MATCH EXISTING CURB AND GUTTERDIMENSIONS.REMOVE EXISTING CONCRETE SIDEWALK AND REPLACE TO MATCH IMPROVEMENTS. CONSTRUCTCONCRETE SIDEWALK PER CITY OF SAN LUIS OBISPO ENGINEERING STANDARD 4110. MODIFY CROSSSLOPE TO 1.5% TO CURB FACE, UNLESS OTHERWISE SHOWN ON PLANS.CONSTRUCT CURB RAMP PER CITY OF SAN LUIS OBSPO ENGINEERING STANDARD PLAN 4440 ANDLATEST CALTRANS REVISED A88A; SEE PLANS FOR CURB RAMP TYPE.INSTALL TRUNCATED DOMES/TACTILE DETECTABLE WARNING SYSTEM TO A DEPTH OF 3’ BY RAMPWIDTH PER CITY OF SAN LUIS OBISPO ENGINEERING STANDARD PLAN 4440.DOWEL INTO EXISTING CURB AND GUTTER, CROSS GUTTER AND/OR SIDEWALK. SEE CITY OF SAN LUISOBISPO ENGINEERING STANDARD PLAN 4440 NOTE 4 AND 4110 NOTE D FOR SMOOTH DOWELDIMENSIONS.INSTALL SIDEWALK UNDERDRAIN PER CITY OF SAN LUIS OBISPO ENGINEERING STANDARD 3410.ADJUST TRAFFIC SIGNAL BOX AND COVER TO NEW PCC SURFACE.ADJUST WATER VALVE COVER TO NEW PCC SURFACE.PROTECT IN PLACE ROAD SIGN (R1-1) .PROTECT EXISTING SIDEWALK, CURB AND GUTTER.RELOCATE STOP SIGN POST.PROTECT IN PLACE EXISTING LANDSCAPE RETAINING WALL.PROTECT IN PLACE EXISTING IRRIGATION SPRINKLER.PROTECT IN PLACE EXISTING DRAIN INLET.PROTECT IN PLACE FIRE HYDRANT.PROTECT IN PLACE STREET LIGHT POST.PROTECT IN PLACE WATER UTILITY COVER.PROTECT IN PLACE POWERPOLE1011121314151617181920CP#58ELEV. 288.715219716342214174121231267
287.20SET MAG/TIN286.44SET MAG/TIN288.1418IN TREE288.30SGN288.26TC287.95CFFL287.99AC288.10AC287.90AC287.82AC287.80CFFL288.09TC287.91TC287.66CFFL BC287.64AC287.72AC287.96CNC POL288.05SW AP287.89RMP GB287.75RMP GB287.31BX/TC287.39BX/TC287.30FL POC287.21AC287.11AC287.22AC287.11AC287.12AC287.18AC287.36AC287.44AC287.91TX287.52CFFL287.23CFFL287.56TX287.15AC287.17AC287.27AC287.29AC287.30GTR BGN287.16CFFL EC287.57TC287.54CNC POL287.32GTR287.32AC287.38AC287.15CFFL287.80TC287.7311IN TREE287.81TC287.15CFFL287.32GTR287.34AC287.40AC287.73SGN287.96BW289.46TW287.71SW287.74SW287.97BW288.06SW LIFTED288.08BW LIFTED287.64SW AP287.88SW287.95BW287.97BW289.48TW290.81CNTR TOP 18IN CLMN287.91BW AP288.03BW289.51TW288.18BW288.26BW288.34BW289.60TW288.44SW AP288.36SW AP288.23SW AP288.31SW288.45BW288.51SW290.26TW288.78BW288.78SW PRC288.65SW POC288.10CFFL288.41TC288.12AC288.25AC288.46AC288.36AC288.29CFFL288.61TC286.02CFFL BC286.32TC286.14GTR286.34AC286.55AC286.51TX286.5311IN PP286.51CNC POL286.50SW AP286.41BW AP286.37FD L/T LS3877286.26GW286.44VFNC AP286.46BW286.62BW LIFTED286.4524IN TREE286.50BW286.35BW GB286.44SW286.54SW286.58SGN286.54TC286.02CFFL/GTR BGN286.36AC286.59AC286.20GTR286.64AC286.22AC286.08CFFL286.48TC286.42CNC JNT286.58CNC JNT286.49CNC JNT286.28VFNC AP286.28BW286.19CNC286.07CNC286.28RMP GB286.41RMP GB285.81BW285.64CNC285.50TC285.23CFFL285.28AC285.36AC284.94AC284.88AC284.90CFFL285.14TC285.28CNC285.38BW285.18BW285.06CNC284.91WM284.94TC284.72CFFL284.69AC284.78AC284.21AC284.13AC284.10CFFL284.41TC284.54CNC284.62BW/VFNC284.40NG285.73AC285.67AC285.58GTR AP285.45CFFL GTR END285.84TC285.96TC GB286.01AC285.93AC285.82GTR285.76CFFL EC286.16TX285.91BX286.03BX286.07GTR286.20AC286.28AC286.26AC286.12AC286.01GTR285.98FL POC285.98GTR286.05AC286.19AC286.03CFFL286.21TC286.09TC285.81CFFLMILL STREETJOHNSON AVENUE4.9'5.2'5.0'1.5'9.7'10.0'3.0'5.7'4.0'10.0'CP#60ELEV. 286.447.1'6.7'3.1'4.5'36.8'3.8'2.1'10.3'2.0'5.4'5.4'5.1'CP#59ELEV. 287.20RED CURB PAINTMATCH (E)285.81 BW286.21 GTR286.21 GTR286.17 FL286.17 TC285.67 FL285.96 TC/FL286.01 TC/FL286.39 FS286.32 FS286.32 BW286.37 BW286.42 SWMATCH (E)286.35 BWMATCH (E)286.44 SWMATCH (E)286.51 TC286.02 FLMATCH (E)285.50 TC285.23 FL286.44 TC285.78 FLL=15.5'R=10.0'3
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'5.6'4.9'2.7'MATCH (E)288.26 TC287.95 FLMATCH (E)287.96 BWMATCH (E)287.71 SWMATCH (E)288.34 BWMATCH (E)288.42 SW5.0'3.8'7.1'6.0'4.2'3.8'1.5'2.0'7.2'
3.0'3.0'5.1'3.7'3.7'287.12 TC/FL287.17 TC/FL287.66 FS287.64 FS287.69 BWL=12.5'R=8.0'287.74 BW287.69 SW287.65 TC287.25 FL287.62 TC287.22 FL287.53 TC287.12 FL2.3'285.61 SWMATCH (E)287.57 TC287.16 FLRED CURB PAINT0.8%3.0%3.6%0.2%3.3%6.5%0.2%1.7%7.8%3.3%3.0%1.5%0.2%1.0%1.7%0.1%6.4%1.0%6.8%9.5%9.0%8.8%1.0%287.04 FL287.08 GTR287.08 GTR1.4%10.0%287.71 BW1.9%
1.0%5.0'287.74SET MAG/TIN288.51SET MAG/TIN287.08SGN287.00TC286.55CFFL286.68GTR286.88AC287.07AC287.09SW AP287.16BW287.26BW AP287.17NG287.09BW287.03SW286.83SW286.88BW287.04NG286.86TC286.29CFFL286.43GTR286.64AC286.86AC286.67AC286.45AC286.26GTR286.06CFFL/3IN DRAIN286.65TC286.67SW286.69BW286.53BW286.67NG286.51SW286.47TC285.91CFFL286.08GTR286.31AC286.52AC286.32AC286.34SW286.36BW@WLK286.71WLK POL286.30TC285.73CFFL285.95GTR286.14AC287.07TX287.08TC286.64CFFL BC286.77GTR287.00AC287.24AC286.84BX287.00BX286.92CFFL/TC286.95GTR287.19AC287.49AC287.40AC287.08AC286.92GTR287.00GTR287.27AC287.52AC287.47TX286.98CFFL EC287.34TC287.00CFFL287.13GTR287.30AC287.55AC287.39RMP GB287.28RMP GB287.34BW287.39CNC287.44CNC287.43CNC287.48CNC287.47BW287.36NG287.50BW287.46CNC287.47CNC287.45TC286.95CFFL287.03GTR287.27AC287.50AC287.44TC286.94CFFL287.03GTR287.00GTR287.26AC287.53AC286.90CFFL287.41TC287.47CNC287.49CNC287.52BW287.33NG287.45SGN288.1011IN PP288.67GW289.01VFNC288.84BRICK END288.80BW GB288.69TX288.03CFFL288.18GTR288.28AC288.44AC288.043IN UNDER DRAIN ?288.78TC288.04CFFL288.19GTR288.26GTR288.14CFFL288.82TC288.34AC288.42AC288.90BW BC289.21VFNC AP288.16CFFL BC288.84TC288.29GTR288.38AC288.43AC288.51AC288.43AC288.37GTR288.29CFFL288.95TC288.95BW289.11BW289.33VFNC289.10TC288.44CFFL288.51GTR288.23TC288.06CFFL EC288.14GTR288.32AC288.47AC288.49AC288.31AC288.05BX288.52TOP BRICK AP287.97BW287.95BX287.91CFFL287.98TC288.02GTR288.24AC288.40AC288.29AC288.20AC288.04GTR287.89CFFL288.00TC288.56TC GB287.97CFFL GB288.11GTR288.15AC288.20AC288.21AC288.10AC287.98GTR287.83CFFL BC288.19TC288.11TC287.84CFFL287.96GTR288.12AC288.25AC288.17AC288.07AC288.03GTR287.92CFFL288.52TC288.5212IN TREE288.24SW AP288.22SW@BK CRB288.33BRICK288.49SW GB288.54SW GB288.63SW GB288.54TOP BRICK BGN288.11BW289.294IN TC END289.294IN TC END288.86CFFL289.35CFFL/TC289.35BW GB289.28BW289.33VFNC AP289.23VFNC289.46NG289.27BW288.57SW288.59BRICK BGN288.53BW288.52SW288.53BRICK END288.18AC288.33ACPEACH STREETJOHNSON AVENUE CP#56ELEV. 287.74CP#57ELEV. 288.519.9'5.0'3.5'5.3'2.9'3.5'1.2'1.5'2.0'1.5'2.0'3.0'4.7'5.3'2.9'7.0'6.4'MATCH (E)287.09 BWMATCH (E)287.03 SWMATCH (E)287.45 TC286.95 FLMATCH (E)286.92 TC286.42 FLMATCH (E)287.47 BW4.1'4.8'5.0'6.1'9.0'3.5'7.3'MATCH (E)288.56 TC287.97 FLMATCH (E)288.69 TC288.03 FLMATCH (E)288.63 BWMATCH (E)287.47 BWMATCH (E)288.80 BW288.52 TC287.97 FS289.29 TC288.11 FS287.95TC/FL288.05TC/FL288.02 TC287.83FLCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECT
BRKHMGBN1" = 4'APR 2021100016726JOHNSON CURB RAMPS @ MILL STREET & PEACH STREET16CIVILREGISTER
E
D
PROFESSIONAL ENGINEERSTATE OF CALI
FORN
IA No. C 92107BRI
A
N N. RODRIGUEZ0SCALE IN FEET48N0SCALE IN FEET48NNORTH CURB RAMPS @ JOHNSON AVENUE & MILL STREETNOTE: ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY MEASUREMENTS ON POINT 250 AS SHOWN ON THE CITY OF SAN LUIS OBISPO "BENCHMARK SYSTEM"(AUGUST 2020) HAVING A PUBLISHED ELEVATION OF 287.27'.SOUTH CURB RAMPS @ JOHNSON AVENUE & PEACH STREETNOTE: ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY MEASUREMENTS ON POINT 250 AS SHOWN ON THE CITY OF SAN LUIS OBISPO "BENCHMARK SYSTEM"(AUGUST 2020) HAVING A PUBLISHED ELEVATION OF 287.27'.5211716342214204121231212
P2PH2
P1N
E26
F26J3 PH1PH2NE26CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECT
BRKHMGBN1" = 20'APR 2021100016726PHILLIPS, PEPPER14No. C 79870B
R
I
AN A. NELSONCIVILR EGISTER
E
D
PROFESSIONAL ENGINEERSTATE OF CALI
FORNIA
SEE SHEET 18
1+00 2+00 3+00 4+00 5+001+50 2+50 3+50 4+50
207
208
209207208 209
SEE SHEET 20
S34° 52' 27.82"E
509.95
CL
PROTECT Exist CURB,
GUTTER AND DRIVEWAY
PROTECT Exist DRIVEWAYS
SEE SHEET 19
Sta:1+00.00
N:2296955.52
E:5766912.48
BEGIN ALIGNMENT
Sta:1+08.53
BEGIN IMPROVEMENTS
Sta:1+34.47
Off:R19.86'
FL Elev:206.29
END CURB RAMP
BEGIN C&G-18" PAN
Sta:2+07.71
Off:R19.74'
FL Elev:207.08
END C&G-18" PAN
Sta:1+82.66
Off:R19.73'
FL Elev:206.85
Sta:1+66.59
Off:R19.76'
FL Elev:206.70
Sta:1+49.11
Off:R19.72'
FL Elev:206.54
Sta:2+32.79
Off:R19.74'
FL Elev:207.37
BEGIN C&G-18" PAN
Sta:2+57.74
Off:R19.74'
FL Elev:207.55
END C&G-18" PAN
Sta:2+56.05
Off:L19.47'
FL Elev:207.69
BEGIN DWY
BEGIN C&G-18" PAN
Sta:2+83.75
Off:L19.63'
FL Elev:207.85
END DWY
Sta:3+34.32
Off:L19.78'
FL Elev:208.13
BEGIN DWY
Sta:3+49.32
Off:L19.75'
FL Elev:208.20
END DWY
Sta:4+16.79
Off:L19.69'
FL Elev:209.02'
END C&G-18" PAN
BEGIN CURB RAMP
Sta:2+84.83
Off:R19.70'
FL Elev:207.64
BEGIN C&G-18" PAN
Sta:2+94.38
Off:R19.81'
FL Elev:207.70
Sta:3+06.79
Off:R19.79'
FL Elev:207.81
Sta:3+24.62
Off:R19.74'
FL Elev:207.94
Sta:3+44.87
Off:R19.81'
FL Elev:208.13
Sta:3+65.47
Off:R19.82'
FL Elev:208.40
Sta:3+83.75
Off:R19.81'
FL Elev:208.57
Sta:4+04.46
Off:R19.84'
FL Elev:208.79
Sta:4+16.83
Off:R19.82'
FL Elev:208.94
END C&G-18" PAN
BEGIN CURB RAMP
Sta:3+06.71
Off:L19.83'
FL Elev:207.96'
Sta:3+64.73
Off:L19.72'
FL Elev:208.39'
Sta:3+98.24
Off:L19.88'
FL Elev:208.81'
Sta:4+84.23
Off:L19.89'
FL Elev:209.00'
END CURB RAMP
BEGIN C&G-18" PAN
Sta:4+82.26
Off:R20.17'
FL Elev:208.86'
END CURB RAMP
BEGIN C&G-24" PAN
Sta:1+30.48
Off:L19.60'
Elev:206.88'
END CURB RAMP
EG
FG
2.54%Sta 1+26.28 BVCElev: 206.73'Sta 2+01.28 EVCElev: 207.83'0.40%Sta 2+79.74 GBElev: 208.15'0.96%Sta 3+89.67 BVCElev: 209.20'Sta 4+89.67 EVCElev: 209.38'Sta 1+15.85 BEGINElev: 206.46' CONFORMNIPOMO STREET RECONSTRUCTION STA 1+00 TO STA 5+00REGISTERED P R O F ESSIONA
L
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T
ATE OF CA L I F O R NIAC I V I L
No. C 86141WYATT A B A NK
E
R-HIXCITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECTWBH
WBH
MG
BN
APRIL 2021
1000167
24
SCALE BAR:
16
G:\Projects\ActiveProjects\Street Improvements\1000141 Nipomo Street Reconstruction\450 Design Working Documents\454 CAD\454.2 Drawings\1000141 Nipomo Layout.dwgAS SHOWN
0 20 40
LIMITS OF NEW PAVEMENT. SEE DETAIL G,
SHEET 24
LIMITS OF NEW CONCRETE WORK
EXISTING PLANTED MEDIAN
EXISTING STAMPED MEDIAN - PROTECT IN
PLACE
legend:
SAWCUT LINE
EXISTING CONTOURS
PROPOSED CONTOURS
0 20 40
PLAN
1" = 20'
0 20 40
PROFILE
HORIZONTAL: 1" = 20'
VERTICAL: 1" = 2'
CURB AND GUTTERANOT TO SCALE
DET 4030 - 6" TALL CURB,
GUTTER PER PLAN
Exist SIDEWALK TO REMAIN
CORE AND EPOXY 12" #4
BARS @ 5' o.c.
Exist PLANTED MEDIAN. NO
DOWELS NEEDEDN
SAWCUT ALONG EXPANSION JOINT
RIGHT OF WAY
SEE SHEET 18
RESTORE BENCHMARK
5+00 6+00 7+00 8+008+005+50 6+50 7+50
206207208209
206
207
208
209
SEE SHEET 21
SEE SHEET 20
CL S34° 52' 27.82"E
190.05
PROTECT Exist
DRIVEWAYS
PROTECT Exist CURB,
GUTTER AND DRIVEWAY
Sta:8+00.00
N:2296381.23
E:5767312.73
END ALIGNMENT
Sta:5+17.02
Off:L19.87'
FL Elev:208.85'
Sta:5+49.29
Off:L19.73'
FL Elev:208.44'
END C&G-18" PAN
Sta:5+00.20
Off:R20.17'
FL Elev:208.77'
Sta:5+32.48
Off:R20.22'
FL Elev:208.61'
Sta:5+70.75
Off:R19.97'
FL Elev:208.42'
Sta:6+05.00
Off:R19.91'
FL Elev:208.22'
BEGIN DWY
Sta:6+28.00
Off:R19.92'
FL Elev:208.11'
END DWY
Sta:6+48.58
Off:R19.86'
FL Elev:207.79'
BEGIN DWY
Sta:6+67.05
Off:R19.93'
FL Elev:207.43'
END DWY
Sta:6+96.15
Off:R19.87'
FL Elev:206.97'
BEGIN DWY
Sta:7+19.39
Off:R19.78'
FL Elev:206.55'
END DWY
Sta:7+59.81
Off:R19.75'
FL Elev:205.57'
END C&G-24" PAN
BEGIN CURB RAMP
Sta:5+96.75
Off:L19.90'
FL Elev:207.60'
BEGIN C&G-18" PAN Sta:6+57.02
Off:L19.85'
FL Elev:206.57'
BEGIN DWY
Sta:6+69.61
Off:L19.81'
FL Elev:206.42'
END DWY
END C&G-18" PAN
Sta:7+81.00
END IMPROVEMENTS
Sta:7+60.54
Off:L19.75'
Elev:204.76'
BEGIN CURB RAMPSta:6+25.01
Off:L19.87'
FL Elev:207.11'
Sta:7+36.71
Off:R19.93'
FL Elev:206.00'
Sta:6+80.12
Off:R19.89'
FL Elev:207.35'
-0.40%Sta 5+97.85 BVCElev: 208.73'Sta 6+97.85 BVCElev: 207.34'-2.19
%Sta 7+81.00 ENDElev: 205.15' CONFORMFG
EG NIPOMO STREET RECONSTRUCTION STA 5+00 - STA 8+00REGISTERED P R O F ESSIONA
L
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NGI
NEERS
T
ATE OF CA L IF O R NIAC I V I L
No. C 86141WYATT A B A NK
E
R-HIXCITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECTWBH
WBH
MG
BN
APRIL 2021
1000167
24
SCALE BAR:
17
G:\Projects\ActiveProjects\Street Improvements\1000141 Nipomo Street Reconstruction\450 Design Working Documents\454 CAD\454.2 Drawings\1000141 Nipomo Layout.dwg1" = 20'
0 20 40
0 20 40
PLAN
1" = 20'
0 20 40
PROFILE
HORIZONTAL: 1" = 20'
VERTICAL: 1" = 2'
LIMITS OF NEW PAVEMENT. SEE DETAIL G,
SHEET 24
LIMITS OF NEW CONCRETE WORK
EXISTING PLANTED MEDIAN
EXISTING STAMPED MEDIAN - PROTECT IN
PLACE
legend:
SAWCUT LINE
EXISTING CONTOURS
PROPOSED CONTOURS
CURB AND GUTTERANOT TO SCALE
DET 4030 - 6" TALL CURB,
GUTTER PER PLAN
Exist SIDEWALK TO REMAIN
CORE AND EPOXY 12" #4
BARS @ 5' o.c.
Exist PLANTED MEDIAN. NO
DOWELS NEEDEDN
SAWCUT ALONG EXPANSION JOINT
RIGHT OF WAY
6.6'11.75'7'4'5'9.4'6'4.2'3.5'4'4
.
2
0
'
3.4'
1.5'
R10.
0
0'
5
.
0
0
'-7.15%-1.50%-
7
.
2
0%
-
1
.
2
0%
13.4'7.5'R1
0
.
0
0
'-5.50%-6.60%
-6.60%-2.60%PLANTED MEDIAN
SIDEWALK
SIDEWALK
SIDEWALKPLANTEDMEDIANSIDEWALKExist C&G
NEW C&G
Exist C&G4" WIDE RETAINING CURB.
HEIGHT VARIES
PROTECT UTILITY POLE IN PLACE
REMOVE AND REPLACE
POST. PRESERVE SIGN
REMOVE AND REPLACE POST.
PRESERVE SIGN
Exist CROSS GUTTER
TO REMAIN
REMOVE AND REPLACE
POST. PRESERVE SIGN PROTECT UTILITY POLE IN PLACE
REMOVE AND REPLACE HYDRANT
PROTECT Exist
RET WALL
MATCH
(207.53 TC)
MATCH
(207.02 FL)
MATCH
(207.77 FS)
207.06 BOW
H=6"
MATCH
(207.77 BOW)
H=0"
MATCH
(207.58 FS)
MATCH
(207.55 FS)
MATCH
(207.42 FS)
MATCH
(206.96 FS)
MATCH
(206.88 FL)
207.49 BOW
H=3"
207.05 FS
206.98 FS
206.93 FS
207.01 BOW
H=7.8"
207.38 BOW
H=3.8"
207.74 TOW
207.67 TOW
207.65 TOW
207.70 TOW
MATCH
(207.29 FS)
(206.55 FL)
MATCH
(206.62 FS)
MATCH (206.65 FS)
MATCH
206.72 FL
206.67 FL
206.61 FL
206.56 FL
207.11 FS
207.28 FS
206.78 FL
MATCH
(206.42 FS)
MATCH
(206.29 FL)
MATCH
(206.91 FS)
MATCH
(207.30 FS)
MATCH
(206.11 FS)
MATCH
(206.00 FL)
MATCH
(206.12 FS)
206.09 FS
MATCH
(205.99 FS)
MATCH
(205.82 FS)
MATCH
(205.76 FL)
MATCH
(206.36 FS)
MATCH
(206.69 FS)
205.93 FS
205.88 FS
206.34 FS
206.08 FS
206.15 FS
206.23 FS 206.80 FS
206.26 FS
206.45 FS
206.38 FS
206.49 FS
206.49 FS
206.94 FS
206.45 FS
206.44 FS
3.9'5'4.4'9.4'9.2'
4'9'5.8'4.5'5
.
8
'3'6.50'
-
8
.
5
0%
-
1
.
5
0%
-1.49%-7.08%-1.10%
-0.10%-3.00%TREE/ROOT TRIMMING
MAY BE REQUIRED. SEE
NOTE SHEET
SIDEWALK
Exist C&G
NEW C&G
PLANTED MEDIAN
SIDEWALK SIDEWALKPLANTEDMEDIANSIDEWALKGRASS
LIMITS OF CURB RAMP BEYOND Exist
SIDEWALK. WITHIN R/W
REMOVE AND REPLACE
POST. PRESERVE SIGN
CROSS GUTTER SPANDREL
PER CITY STD 4310
4
.
2
0
'R8
.
0
0
'
R8.00'
MATCH
(205.26 FS)
MATCH
(205.39 FS)
MATCH
(205.19 FS)
MATCH
(205.19 FS)
MATCH
(204.82 FS)
MATCH
(204.46 FL)
MATCH
(204.53 FS)
MATCH
(204.53 FS)
MATCH
(204.76 FL)
204.70 FL
204.65 FL
204.57 FL
204.52 FL
204.50 FL
205.16 FS
205.23 FS
205.30 FS
205.23 FS
205.20 FS
204.89 FS
MATCH
(206.20 FS)
MATCH
(205.93 FS)
MATCH
(206.63 FS)
MATCH
(206.17 FS)
MATCH
(205.74 FL)
MATCH
(205.78 FS)
MATCH
(205.46 FS)
205.57 FL
205.52 FL
205.58 FL
205.59 FL
205.62 FL
205.63 FL
205.65 FL206.10 FS 206.16 FS
206.05 FS
206.05 FS
205.96 FS
206.03 FS
205.69 FS
205.70 FS
205.52 FL
NIPOMO STREET RECONSTRUCTION - BUCHON & LEFF CURB RAMPSREGISTERED P R O F ESSIONA
L
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NEERS
T
ATE OF CA L IF O R NIAC I V I L
No. C 86141WYATT A B A NK
E
R-HIXCITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECTWBH
WBH
MG
BN
MONTH YEAR
1000167
24
SCALE BAR:
18
G:\Projects\ActiveProjects\Street Improvements\1000141 Nipomo Street Reconstruction\450 Design Working Documents\454 CAD\454.2 Drawings\1000141 Nipomo Ramps.dwg1" = 5'
0 5 10
NNLIMITS OF NEW PAVEMENT.
SEE DETAIL G, SHEET 24
LIMITS OF NEW CONCRETE
EXISTING PLANTED MEDIAN
EXISTING STAMPED MEDIAN
PROTECT IN PLACE
legend:
SAWCUT LINE
EXISTING CONTOURS
PROPOSED CONTOURS
RIGHT OF WAY
PLAN PLAN
8'12'5.5'7.4'4.4'5.0'9'7'6'8'4.33'4.5'9'7.4'5'5'
6'
4
.
5
'
4
.
5
'
-
7
.
1
5%
-
1
.
5
0%
-2.60%-3.70%-0.58%-0.52%-1.63%-1.28%-7.00%-1.65%
-0.40%-1.65%-
6
.
9
0%
-
1
.
5
0%-3.00%-0.70%-7.00%-1.50%
-4.40%-5.00%SIDEWALK
SIDEWALK
NEW C&G
NEW C&G
PLANTED MEDIAN SIDEWALKPLANTEDMEDIANExist C&GExist C&GBRICKMEDIANSIDEWALKSIDEWALK
BRICK MEDIAN
NEW C&G
NEW C&G
SIDEWALK
4" WIDE RETAINING CURB.
HEIGHT VARIES
STAMPED CONCRETE PATH -
RIGHT OF ENTRY REQUIRED
REMOVE AND REPLACE
HYDRANT
REMOVE AND REPLACE
POST. PRESERVE SIGN
REMOVE AND RE-INSTALL SIGN AND POLE
PROTECT UTILITY POLE
R
8
.
0
0
'
R8.00'
R
8
.
0
0
'
R8.0
0'
TRIM TREE AND ROOTS AS
NEEDED. SEE NOTES
MATCH
(209.79 FS)
MATCH
(209.64 FS)
MATCH
(210.02 FS)
MATCH
(209.92 FS)
MATCH
(209.10 FS)
MATCH
(209.20 FS)
MATCH
(210.07 FS)
MATCH
(209.33 FS)
MATCH
(209.45 FS)MATCH
(209.16 FS)
(209.93 BOW)
H=0"
MATCHMATCH
(209.83 FS)
209.11 FL
209.13 FL
209.08 FL
209.02 FL
208.96 FL
209.58 FS
209.65 FS
209.62 FS
209.68 FS
209.62 FS
209.60 FS
209.63 FS
209.53 FS
209.57 FS
209.45 BOW
H=2.7"
209.47 BOW
H=1.7"
209.39 FS
209.41 FS
209.49 FS
209.62 FS
209.12 FL
209.11 FL
209.09 FL
209.06 FL
208.94 FL
208.98 FL
209.00 FL
209.51 FS
209.67 TOW
209.59 TOW
MATCH
(209.80 FS)
H=0"209.44 BOW
H=2.3"
209.62 TOW
MATCH
(209.63 FS)
MATCH
(209.43 FS)
MATCH
(209.54 FS)
MATCH
(209.67 FS)
MATCH
(209.39 FS)
MATCH
(208.79 FS)
MATCH
(208.90 FS)MATCH
(209.72 FS)
208.96 FL
209.04 FL
209.10 FL
209.05 FL
208.94 FL
209.42 FS
209.47 FS
209.54 FS
209.50 FS
209.50 FS
MATCH
(208.92 FS)
MATCH
(208.72 FS)
MATCH
(209.43 FS)
MATCH
(209.70 FS)
MATCH
(209.62 FS)
MATCH
(209.53 FS)
MATCH
(209.67 FS)
MATCH
(209.45 FS)
208.86 FL
209.02 FL
209.13 FL
209.03 FL
208.90 FL
208.85 FL
209.47 FS
209.40 FS
209.46 FS
209.54 FS
209.42 FS 209.90 FS 209.41 FS
NIPOMO STREET RECONSTRUCTION - ISLAY CURB RAMPSREGISTERED P R O F ESSIONA
L
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NEERS
T
ATE OF CA L IF O R NIAC I V I L
No. C 86141WYATT A B A NK
E
R-HIXCITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECTWBH
WBH
MG
BN
MONTH YEAR
1000167
24
SCALE BAR:
19
G:\Projects\ActiveProjects\Street Improvements\1000141 Nipomo Street Reconstruction\450 Design Working Documents\454 CAD\454.2 Drawings\1000141 Nipomo Ramps.dwg1" = 5'
0 5 10
NPLAN
legend:
SAWCUT LINE
EXISTING CONTOURS
PROPOSED CONTOURS
RIGHT OF WAY
LIMITS OF NEW PAVEMENT.
SEE DETAIL G, SHEET 24
LIMITS OF NEW CONCRETE
EXISTING PLANTED MEDIAN
EXISTING STAMPED MEDIAN
PROTECT IN PLACE
-10.00%-3.92%-1.70%-2.00%-10.00%-5.40%-2.00%
-1.00%
16'3.9'5.5'9'4'4'6'6.2'SIDEWALK SIDEWALK
Exist C&G NEW C&G
PLANTED MEDIAN
6.25'5'
3.33'2.66'
MATCH
(208.34 FS)
MATCH
(208.43 FS)
MATCH
(208.56 FS)
MATCH
(208.54 FS)MATCH
(208.53 FS)
MATCH
(208.60 FS)
MATCH
(208.50 FS)
208.34 FS 208.41 FS
207.81 FL
207.83 FL
207.79 FL207.71 FL
207.69 FL
MATCH
(208.95 FS)
MATCH
(208.96 FS)
MATCH
(208.99 FS)MATCH
(209.00 FS)
MATCH
(208.89 FS)
MATCH
(208.70 FS)MATCH
(208.62 FS)
MATCH
(208.81 FS)
208.73 FS
208.78 FS
208.20 FL
208.18 FL208.14 FL
-9.65%-1.40%-0.00%
BRICK MEDIAN
SIDEWALK
SIDEWALK
NEW C&G Exist C&G
MATCH
(207.40 FS)
MATCH
(207.36 FS)MATCH
(207.21 FS)
MATCH
(207.16 FS)
MATCH
(206.88 FS)
MATCH
(206.42 FL)
MATCH
(206.51 FS)
MATCH
(207.20 FS)
MATCH
(207.10 FS)
206.42 FL
206.45 FL206.57 FL206.60 FL NIPOMO STREET RECONSTRUCTION - DRIVEWAY, CURB AND GUTTERREPLACEREGISTERED P R O F ESSIONA
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ATE OF CA L IF O R NIAC I V I L
No. C 86141WYATT A B A NK
E
R-HIXCITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECTWBH
WBH
MG
BN
MONTH YEAR
1000167
24
SCALE BAR:
20
G:\Projects\ActiveProjects\Street Improvements\1000141 Nipomo Street Reconstruction\450 Design Working Documents\454 CAD\454.2 Drawings\1000141 Nipomo Ramps.dwg1" = 5'
0 5 10
NNPLAN
PLAN
legend:
SAWCUT LINE
EXISTING CONTOURS
PROPOSED CONTOURS
RIGHT OF WAY
LIMITS OF NEW PAVEMENT.
SEE DETAIL G, SHEET 24
LIMITS OF NEW CONCRETE
EXISTING PLANTED MEDIAN
EXISTING STAMPED MEDIAN
PROTECT IN PLACE
17'3'3'6'12'4'3'18'3'-7.45%-9.08%-0.21%-1.00%-8.56%NEW C&G NEW C&G
PLANTED MEDIAN PLANTED MEDIAN
SIDEWALK SIDEWALK
MATCH
(208.94 FS)
MATCH
(208.93 FS)
MATCH
(208.86 FS)
MATCH
(208.85 FS)
MATCH
(208.56 FS)MATCH
(208.36 FS)
MATCH
(208.67 FS)MATCH
(208.45 FS)
MATCH
(208.39 FS)
MATCH
(208.08 FS)
MATCH
(208.60 FS)
208.22 FL
208.21 FL 208.12 FL 208.11 FL 207.87 FL
207.79 FL 207.73 FL 207.49 FL
207.43 FL
MATCH
(207.41 FS)
MATCH
(207.17 FS)
MATCH
(207.56 FS)
MATCH
(207.79 FS)
206.55 FL
206.60 FL206.92 FL206.97 FL
NIPOMO STREET RECONSTRUCTION - DRIVEWAY, CURB & GUTTERREPLACEREGISTERED P R O F ESSIONA
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No. C 86141WYATT A B A NK
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R-HIXCITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECTWBH
WBH
MG
BN
MONTH YEAR
1000167
24
SCALE BAR:
21
G:\Projects\ActiveProjects\Street Improvements\1000141 Nipomo Street Reconstruction\450 Design Working Documents\454 CAD\454.2 Drawings\1000141 Nipomo Ramps.dwg1" = 5'
0 5 10NPLAN
LIMITS OF NEW PAVEMENT.
SEE DETAIL G, SHEET 24
LIMITS OF NEW CONCRETE
EXISTING PLANTED MEDIAN
EXISTING STAMPED MEDIAN
PROTECT IN PLACE
legend:
SAWCUT LINE
EXISTING CONTOURS
PROPOSED CONTOURS
RIGHT OF WAY
1+00 2+00 3+00 4+00 5+001+50 2+50 3+50 4+50Sta=1+00.00
Off=0.000
N:2296955.52
E:5766912.48
BEGIN ALIGNMENT
S S SOH
OHGGGGGGG G G G G G G G G G G G G GGGGGG
GGGGGGGGGGGWWWWWCAUTION: SHALLOW WATER LINE
OWNER: CITY OF SLO
NOTE: NOT ALL LATERALS SHOWN
SEWER LINE
OWNER: CITY OF SLO
NOTE: NOT ALL LATERALS SHOWN
GAS LINE
OWNER: SO CAL GAS
GAS LATERALS, Typ
NOTE: NOT ALL LATERALS SHOWN
CAUTION: OVERHEAD LINES
ADJUST WATER
VALVE COVER
PROTECT UTILITY
POLES IN PLACE, Typ
REMOVE AND REPLACE
FIRE HYDRANT
ADJUST SEWER CLEAN OUT
ADJUST SEWER MANHOLE
ADJUST WATER
VALVE COVERS
REMOVE AND REPLACE
FIRE HYDRANT
3
5
6
7
5+00 6+00 7+00 8+008+005+50 6+50 7+50
Sta=8+00.00
Off=0.000
N:2296381.23
E:5767312.73
END ALIGNMENT
S S SOHOH OH
G G G G G G G G G G G G
GGGGGGGGGGGGGGGWWWWGAS LINE
OWNER: SO CAL GAS
GAS LATERALS, Typ
CAUTION: OVERHEAD LINES
CAUTION: SHALLOW WATER LINE
OWNER: CITY OF SLO
NOTE: NOT ALL LATERALS SHOWN
SEWER LINE
OWNER: CITY OF SLO
NOTE: NOT ALL LATERALS SHOWN
ADJUST SEWER
CLEAN OUT
N14
2
8
9
10
CORE LOG
ID HMA (in)AB (in)UTILITY/DEPTH NOTES
1 3.8 0.0 --
2 4.0 0.0 --
3 4.5 0.0 --
4 2.5 4.5 -R VALUE = 12
5 4.0 7.5 --
6 4.0 0.0 WATER - 2.83'CAST IRON,
CORRODED
7 5.0 0.0 2" GAS - 3.17'STEEL
8 4.0 0.0 --
9 4.0 0.0 4" GAS - 2.83'STEEL
10 7.0 0.0 WATER - 3.08'CAST IRON,
CORRODED NIPOMO STREET RECONSTRUCTION - UTILITIES LAYOUT AND CORING LOGREGISTERED P R O F ESSIONA
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ATE OF CA L IF O R NIAC I V I L
No. C 86141WYATT A B A NK
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R-HIXCITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECTWBH
WBH
MG
BN
MONTH YEAR
1000167
24
SCALE BAR:
22
G:\Projects\ActiveProjects\Street Improvements\1000141 Nipomo Street Reconstruction\450 Design Working Documents\454 CAD\454.2 Drawings\1000141 Nipomo Utilities.dwg1" = 20'
0 20 40BUCHON STREETISLAY STREETPLAN
LEFF STREETPLAN
NOTE: NOT ALL SEWER, WATER AND GAS LATERALS
NOT SHOWN.. CAUTION WHEN EXCAVATING
LIMITS OF NEW PAVEMENT.
LIMITS OF NEW CONCRETE
EXISTING PLANTED MEDIAN
EXISTING STAMPED MEDIAN
legend:
SAWCUT LINE
EXISTING CONTOURS
PROPOSED CONTOURS
RIGHT OF WAY
NIPOMO STREET
NIPOMO STREET NN
1+00 2+00 3+00 4+00 5+001+50 2+50 3+50 4+50Sta=1+00.00
Off=0.000
N:2296955.52
E:5766912.48
BEGIN ALIGNMENT
12" WIDE STOP BAR
(18LF)
"STOP" LEGEND
"GREENWAY" LEGEND
PER DETAIL, Typ
STRIPING DETAIL 22
(50 LF)
STRIPING DETAIL 1 (250 LF)
12" WIDE STOP
BAR (17 LF)
REMOVE POST AND REPLACE WITH 8' PUNCH
POST PER 7220. PRESERVE R1-1 SIGN
REMOVE POST AND REPLACE WITH 8' PUNCH
POST PER 7220. PRESERVE "NIPOMO" AND
"BUCHON" SIGNSREMOVE POST AND
REPLACE WITH 8'
PUNCH POST PER 7220.
PRESERVE R1-1 AND
R1-4 SIGNS
REMOVE POST AND REPLACE WITH 8' PUNCH
POST PER 7220. PRESERVE "NIPOMO" AND
"ISLAY" SIGNS
REMOVE POST AND REPLACE
WITH 8' PUNCH POST PER 7220.
PRESERVE R1-1 SIGN
BLUE RETROFLECTIVE
MARKER
BLUE RETROFLECTIVE
MARKER
5+00 6+00 7+00 8+008+005+50 6+50 7+50
Sta=8+00.00
Off=0.000
N:2296381.23
E:5767312.73
END ALIGNMENT
12" WIDE STOP BAR (17 LF)
"STOP" LEGEND
STRIPING DETAIL 22 (50 LF)STRIPING DETAIL 1 (240 LF)
REMOVE AND REPLACE R1-1 SIGN AND POST NIPOMO STREET RECONSTRUCTION - STRIPING LAYOUTREGISTERED P R O F ESSIONA
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ATE OF CA L IF O R NIAC I V I L
No. C 86141WYATT A B A NK
E
R-HIXCITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECTWBH
WBH
MG
BN
MONTH YEAR
1000167
24
SCALE BAR:
23
G:\Projects\ActiveProjects\Street Improvements\1000141 Nipomo Street Reconstruction\450 Design Working Documents\454 CAD\454.2 Drawings\1000141 Nipomo Striping.dwg1" = 20'
0 20 40BUCHON STREETISLAYSTREETPLAN
LEFF STREETNPLAN
NIPOMO STREET
NIPOMO STREET N
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECT
BRKHMGBN1" = 20'APR 2021100016726DETIALS25 BIKE BUFFERANOT TO SCALEGREENBACK SHARROWBNOT TO SCALESTRIPED BULBOUTCNOT TO SCALENo. C 79870B
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IA LOADING ZONE BUFFER MARKDNOT TO SCALE L O A D I N G Z O N E L O A D I N G Z O N EBIKE BUFFER AT DRIVEWAYENOT TO SCALEINSTALLATION NOTES:1234564AA33LAYOUTSECTION A-A56CONCRETE MEDIAN DETAIL (MODIFIED CITY STD. 4940)NOT TO SCALEHLEFT-TURN BIKE BOX FNOT TO SCALER=#4 LONGITUDINAL BAR#4 REBAR AT 4'-0" OC, 12"MIN LENGTH, DRIVEN INPLACE12"EXISTING PAVEMENTTO REMAIN6"6"7 1/4"1 1/4"5"TYPE A3 CURBNOT TO SCALEG
NOT TO SCALETYPICAL PAVEMENT SECTIONWIDTH VARIES(SEE PLAN)(SEE NOTE 2)(E) CURB AND GUTTER OREDGE OF PAVEMENT, TYP.REMOVE 9-1/2" OF EXISTINGMATERIAL AND REPLACEWITH 9-1/2" OF HMA (SEENOTE 4)℄(E) AGGREGATE BASEVARIES FROM 4-1/2"-7-1/2"(SEE NOTE 2)NOTES:1.SEE PAVEMENT PLAN SHEETS FOR EXISTING PAVEMENT CORING INFORMATION.2.PAVEMENT CROSS SLOPES SHALL MATCH EXISTING EXCEPT THAT CROSS SLOPES SHALL BELIMITED TO 1.5% MINIMUM, 3% MAXIMUM, UNLESS OTHERWISE APPROVED BY THE ENGINEER.3.DEPTH OF EXISTING HMA LAYER VARIES FROM 2-1/2 - 4-/12 INCHES4.PLACE 9-1/2 INCHES OF NEW HMA IN THREE LIFTS. THE INITIAL LIFTS MUST BE 3-1/2 INCHESTHICK (3/4" AGGREGATE) AND FINAL LIFT MUST BE 2-1/2 INCHES THICK (1/2" AGGREGATE).5.MILLING AND FILLING WITH THE INTIAL LIFT OF 3-1/2 INCHES MUST BE COMPLETED ON THE SAMEWORK SHIFT. THE INITIAL LIFT OF 3-1/2 INCHES MUST BE COMPLETED FOR THE ENTIRE LENGTHAND WIDTH OF THE PROJECT ROADWAY BEFORE THE FINAL LIFT CAN BE COMPLETED.6.HMA AGGREGATE SIZE MUST COMPLY WITH SECTION 39-3.01.7.APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTSGDEPTH OF EXISTINGHMA LAYER VARIESFROM 2-1/2"- 4-1/2"NOT TO SCALETYPICAL PAVEMENT SECTIONWIDTH VARIES(SEE PLAN)(SEE NOTE 2)(E) CURB AND GUTTER OREDGE OF PAVEMENT, TYP.(SEE NOTE 6)REMOVE 14-1/4" OF EXISTINGMATERIAL AND REPLACEWITH 14-1/4" OF HMA (SEENOTE 4)℄(E) AGGREGATE BASEVARIES FROM 0"-6"(SEE NOTE 2)NOTES:1.SEE PAVEMENT PLAN SHEETS FOR EXISTING PAVEMENT CORING INFORMATION.2.PAVEMENT CROSS SLOPES SHALL MATCH EXISTING EXCEPT THAT CROSS SLOPES SHALL BELIMITED TO 1.5% MINIMUM, 3% MAXIMUM, UNLESS OTHERWISE APPROVED BY THE ENGINEER.3.DEPTH OF EXISTING HMA LAYER VARIES FROM 3-1/4 - 10 INCHES4.PLACE 14-1/4 INCHES OF NEW HMA IN FIVE LIFTS. THE INITIAL FOUR LIFTS MUST BE 3 INCHESTHICK (3/4" AGGREGATE) AND FINAL LIFT BE 2-1/4 INCHES THICK (1/2" AGGREGATE).5.MILLING AND FILLING WITH THE INTIAL LIFT OF 3 INCHES MUST BE COMPLETED ON THE SAMEWORK SHIFT. THE INITIAL LIFT OF 3 INCHES MUST BE COMPLETED FOR THE ENTIRE LENGTH ANDWIDTH OF THE PROJECT ROADWAY BEFORE THE FINAL LIFT CAN BE COMPLETED.6.INSTALL NEW HMA TYPE A DYKE PER CALTRANS STANDARD A87B WHERE NO GUTTER ISPRESENT. SEE DETAIL H.7.HMA AGGREGATE SIZE MUST COMPLY WITH SECTION 39-3.01.8.APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTSDDEPTH OF EXISTINGHMA LAYER VARIESFROM 3-1/4"-10"(E) NATIVE MATERIALNOT TO SCALETYPICAL PAVEMENT SECTIONWIDTH VARIES(SEE PLAN)(SEE NOTE 2)(E) CURB AND GUTTER OREDGE OF PAVEMENT, TYP.(SEE NOTE 6)REMOVE 5" OF EXISTINGMATERIAL AND REPLACEWITH 5" OF HMA (SEE NOTE 4)℄(E) AGGREGATE BASEDEPTH UNKNOWN(SEE NOTE 2)NOTES:1.SEE PAVEMENT PLAN SHEETS FOR EXISTING PAVEMENT CORING INFORMATION.2.PAVEMENT CROSS SLOPES SHALL MATCH EXISTING EXCEPT THAT CROSS SLOPES SHALL BELIMITED TO 1.5% MINIMUM, 3% MAXIMUM, UNLESS OTHERWISE APPROVED BY THE ENGINEER.3.DEPTH OF EXISTING HMA LAYER 10-1/2 INCHES.4.PLACE 5 INCHES OF NEW HMA IN TWO LIFTS. THE INITIAL LIFT MUST BE 3 INCHES THICK (3/4"AGGREGATE) AND FINAL LIFT BE 2 INCHES THICK (1/2" AGGREGATE).5.MILLING AND FILLING WITH THE INTIAL LIFT OF 3 INCHES MUST BE COMPLETED ON THE SAMEWORK SHIFT. THE INITIAL LIFT OF 3 INCHES MUST BE COMPLETED FOR THE ENTIRE LENGTH ANDWIDTH OF THE PROJECT ROADWAY BEFORE THE FINAL LIFT CAN BE COMPLETED.6.INSTALL NEW HMA TYPE A DYKE PER CALTRANS STANDARD A87B WHERE NO GUTTER ISPRESENT. SEE DETAIL H.7.SEE PAVEMENT PLAN SHEETS FOR LOCATIONS AND DIMENSIONS OF DIGOUTS. DIGOUTS OFBASE FAILURES SHALL BE PLACED IN TWO LIFTS WITH 3/4" AGGREGATE.8.HMA AGGREGATE SIZE MUST COMPLY WITH SECTION 39-3.01.9.APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS.EDEPTH OF EXISTINGHMA LAYER 10-1/2"(E) NATIVE MATERIALREMOVE AND REPLACE5-1/2" DIGOUT OF BASEFAILURES (SEE NOTE 7)INSTALL NEW TYPE A HMA DIKEPER CALTRANS STANDARD A87B.NOT TO SCALETYPE A HMA DIKEHNOTES:1.SEE PAVEMENT PLAN SHEETS FOR LOCATIONS AND DIMENSIONS OF NEW TYPE A HMA DIKE.PAVEMENT STRUCTURE VARIES.SEE TYPICAL PAVEMENT SECTIONS.NOT TO SCALETYPICAL PAVEMENT SECTIONWIDTH VARIES(SEE PLAN)(SEE NOTE 2)(E) CURB AND GUTTER OREDGE OF PAVEMENT, TYP.(SEE NOTE 6)REMOVE 10-1/2" OF EXISTINGMATERIAL AND REPLACEWITH 10-1/2" OF HMA (SEENOTE 4)℄(E) AGGREGATE BASEDEPTH UNKNOWN(SEE NOTE 2)NOTES:1.SEE PAVEMENT PLAN SHEETS FOR EXISTING PAVEMENT CORING INFORMATION.2.PAVEMENT CROSS SLOPES SHALL MATCH EXISTING EXCEPT THAT CROSS SLOPES SHALL BELIMITED TO 1.5% MINIMUM, 3% MAXIMUM, UNLESS OTHERWISE APPROVED BY THE ENGINEER.3.DEPTH OF EXISTING HMA LAYER VARIES FROM 3-1/4 - 10 INCHES4.PLACE 10-1/2 INCHES OF NEW HMA IN FOUR LIFTS. THE INITIAL LIFT MUST BE 3-1/2 INCHES THICK(3/4" AGGREGATE). SECOND LIFT MUST BE 3 INCHES THICK (3/4" AGGREGATE). FINAL TWO LIFTSBE 2 INCHES THICK (1/2" AGGREGATE).5.MILLING AND FILLING WITH THE INTIAL LIFT OF 3-1/2 INCHES MUST BE COMPLETED ON THE SAMEWORK SHIFT. THE INITIAL LIFT OF 3-1/2 INCHES MUST BE COMPLETED FOR THE ENTIRE LENGTHAND WIDTH OF THE PROJECT ROADWAY BEFORE THE FINAL LIFT CAN BE COMPLETED.6.INSTALL NEW HMA TYPE A DYKE PER CALTRANS STANDARD A87B WHERE NO GUTTER ISPRESENT. SEE DETAIL H.7.HMA AGGREGATE SIZE MUST COMPLY WITH SECTION 39-3.01.8.APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTSFDEPTH OF EXISTINGHMA LAYER VARIESFROM 6-3/4"-8"(E) NATIVE MATERIAL(E) PCC CURB℄(E) SUBGRADEWIDTH VARIESWIDTH VARIESWIDTH VARIES8'AC TAPERMILL 2" AT GUTTER TO 1" AT CENTER LINE TOPRODUCE EVEN SURFACE FOR AC OVERLAY8'AC TAPER1.5'1.5'3/4" LEVELING COURSE14 TO 34 INCHLEVELINGCOURSE34 TO 14 INCHLEVELINGCOURSE1-3/4" AC OVERGLASS GRIDNOT TO SCALETYPICAL PAVEMENT SECTIONNOTES:1.SEE PAVEMENT PLAN SHEETS FOR EXISTING PAVEMENT CORING INFORMATION.2.PAVEMENT CROSS SLOPES SHALL MATCH EXISTING EXCEPT THAT CROSS SLOPES SHALL BELIMITED TO 1.5% MINIMUM, 3% MAXIMUM, UNLESS OTHERWISE APPROVED BY THE ENGINEER.3.DEPTH OF EXISTING HMA LAYER VARIES FROM 1-1/2 - 5 INCHES4.WHEN MILLING OPERATION IS BEING PERFORMED, THE MILLING OPERATION SHOULD BEADJUSTED TO AVOID MILLING THE CONCRETE, EXCEPT IN AC TAPER LOCATION. SEE DETAIL B.5.MILLING AND FILLING WITH THE INTIAL LIFT OF 3/4" LEVELING COURSE WITH 3/8" AGGREGATESIZE. SURFACE COURSE IS 1-3/4 INCHES OF 1/2" AGGREGATE.6.HMA AGGREGATE SIZE MUST COMPLY WITH SECTION 39-3.01.7.APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTSANOTES:1.AFTER MILLING, UNSTABLE OR FAILING PCC PAVEMENT MAY EXIST. REPLACEFAILING PCC WITH (N) PCC IN AREAS AUTHORIZED BY THE ENGINEER PRIOR TO ACOVERLAY.2.(N) PCC SHALL BE CLASS II AND BE HIGH EARLY STRENGTH PER SPECIFICATION90-1.01B.3.REMOVE 12" OF (E) MATERIAL AND INSTALL 12" OF CLASS II AGGREGATE BASE,COMPACTED TO 95%.NOT TO SCALECONCRETE BASE REPAIRCSEE NOTE 1MILLED DEPTHSAWCUT(E) PCC SURFACE(E) PCC(E) SUBGRADESEE NOTE 38" (N) PCCINSTALL DOWELS PERENG. STD. 6020, NOTE 7(E) PCC, SEE NOTE 3NOTES:1.MILL (E) PCC PAVEMENT TO THE WIDTHS AND DEPTHS SHOWN PER DETAIL A.2.INSTALL 34" THICK AC LEVELING COURSE, GLASS GRID, AND 1 34" THICK SURFACECOURSE OVER PAVING GRID.3.18" OF (E) PCC PAVEMENT SHALL REMAIN TO SERVE AS GUTTER. IF FORMED CURBAND GUTTER EXIST, PCC MILLING SHALL STOP AT (E) GUTTER LIP.NOT TO SCALEEDGE TAPER DETAILBMILL PCC 1"SEE NOTE 118"OR MATCH (E)8' AC TAPER2 12" to 1"SEE NOTE 2TACK COATCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION2021 DOWNTOWN PAVEMENT IMPROVEMENTS PROJECT
BRKHMGBN1" = 20'APR 2021100016726DETIALS26No. C 79870B
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