HomeMy WebLinkAbout1000167 PlansReference Documents:City Standard Specifications - August 2020 EditionCity Engineering Standards - August 2020 Edition1.ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE PLANS, SPECIALPROVISIONS PREPARED FOR THIS PROJECT AND THE 2020 CITY OF SAN LUIS OBISPOSTANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, IN CONJUNCTION WITH THESTATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONSAND STANDARD PLANS, 2015 EDITION (UNREVISED).2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT"UNDERGROUND SERVICE ALERT OF NORTHERN/CENTRAL CALIFORNIA" BY PHONE AT 8-1-1FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER,TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR ORPERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OFCABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.3.THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C12" LICENSE AT THE TIME THE BIDSOPEN AND DURING THE ENTIRE LENGTH OF THE CONTRACT.4.THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES IN THE VICINITY OF THEPROPOSED WORK SUCH AS EXISTING IRRIGATION HEADS AND LINES, SHRUBBERY ANDVEGETATION, ETC. THE CONTRACTOR MUST USE CARE TO AVOID DAMAGE TO ANYEXISTING IMPROVEMENTS OR VEGETATION IN THE VICINITY OF THE WORK, AND MUSTREPAIR ANY FACILITIES DAMAGE DURING CONSTRUCTION TO THE SATISFACTION OF THEENGINEER.5.WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION ITMUST BE DONE IN A MANNER TO REMOVE THE MINIMUM POSSIBLE AMOUNT OFVEGETATION AND LEAVE THE REMAINING IN AN ATTRACTIVE CONDITION. CONTRACTORMUST COORDINATE WITH CITY ARBORIST PRIOR TO TRIMMING OF ANY VEGETATION.6.PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER TRIMMINGAND CONSTRUCTION TECHNIQUES WHENEVER POSSIBLE PER CITY STD SECTION 20.7.THESE PLANS DO NOT INDICATE ALL OVERHEAD LINES. CONTRACTOR SHALL TAKE CAREDURING CONSTRUCTION TO AVOID CONTACT WITH OR DAMAGE TO EXISTING OVERHEADLINES.8.ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURINGCONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THEENGINEER AT THE CONTRACTOR'S SOLE EXPENSE.9.CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND AGENCIES WITH SERVICES INTHE AREA PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES AND COORDINATE WITHTHE UTILITY COMPANIES AFFECTED BY CONSTRUCTION.10.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR'S LICENSED LANDSURVEYOR SHALL FILE A CORNER RECORD IN THE OFFICE OF THE SAN LUIS OBISPOCOUNTY SURVEYOR FOR EACH EXISTING MONUMENT WITHIN THE PROJECT AREA THATHAS THE POTENTIAL TO BE DISTURBED. PROTECT BENCHMARKS AND PROPERTYCORNERS IN PLACE PER CITY STD SECTION 5-1.26.11.PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION. THE CONTRACTORSHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE REPLACEMENT OFDAMAGED OR DISPLACED SURVEY MONUMENTS AND SHALL NOTIFY THE CITY FIVE (5)WORKING DAYS PRIOR TO RESTORING MONUMENTS. MONUMENTS SHALL BE RESET BY ACALIFORNIA LICENSED LAND SURVEYOR AND SHALL INCLUDE PREPARING AND FILING ACORNER RECORD WITH SAN LUIS OBISPO COUNTY.12.ALL STRIPING AND MARKINGS SHALL BE PER CALTRANS REVISED STANDARD PLANS 2015 -A20A, A20B, A20C, A20D, A24A, A24B, A24C, A24D, AND A24E. ANY STRIPING NOT MARKEDFOR REMOVAL SHALL BE PROTECTED IN PLACE. SEE SPECIAL PROVISIONS SECTION 84.13.ALL CURB, GUTTER, AND SIDEWALK IMPROVEMENTS SHALL BE COMPLETED PRIOR TO THESTART OF PAVING WORK.14.CONCRETE SIDEWALKS MUST CONFORM TO ENGINEERING STANDARDS 4110 & 4220.15.REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TOENGINEERING STANDARD 4910.16.LOCATION OF ALL SIGNS AND STRIPING TO BE APPROVED BY THE ENGINEER PRIOR TOINSTALLATION.17.EQUIPMENT SUBMITTALS FOR SIGNS AND RAPID RECTANGULAR FLASHING BEACON(RRFB) SYSTEM SHALL BE APPROVED BY THE ENGINEER PRIOR TO EQUIPMENTPROCUREMENT AND INSTALLATION18.REPAINT (E) CURB PAINT ALONG PAVEMENT AREAS.19.ALL NEW PUNCH POST IN (E) SIDEWALK SHALL BE INSTALLED WITH 6" MIN. CORED HOLEPER CITY STD 7215.index to plansgeneral notes:san luis obispo county, california2021 DOWNTOWN PAVEMENTIMPROVEMENTS PROJECTAPPROVED BYSPECIFICATION NO.DATEofSHEETBrian A. Nelson, City Engineer R.C.E. C79870 Approved Date25MAY 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'ADDITIVE ALTERNATIVES "1" & "2"(SEE SHEETS 20-23)AREA 'C'(SEE SHEETS 12-19)legend:HMA SURFACE & LEVELING COURSE (HIGUERA & MARSH)SEE SHEET 24, TYPICAL PAVEMENT SECTION ATYPE II SLURRY SEAL (HIGUERA & MARSH)HMA SURFACE & BASE COURSE 6" DEPTH (NIPOMO) SEESHEET 24, TYPICAL PAVEMENT SECTION GHMA SURFACE & BASE COURSE 14.25" DEPTH (JOHNSON)SEE SHEET 24, TYPICAL PAVEMENT SECTION DHMA SURFACE & BASE COURSE 10.5" DEPTH (PEPPER) SEESHEET 24, TYPICAL PAVEMENT SECTION FHMA SURFACE & BASE COURSE 5" DEPTH (PHILLIPS) SEESHEET 24, TYPICAL PAVEMENT SECTION EProjectLocationsNsheet no.description1VICINITY MAP, GENERAL NOTESPAVING AREA 'A'2-3HIGUERA STREET: STA 10+00 TO STA 28+173-4MARSH STREET: STA 26+11 TO STA 42+805HIGUERA: SIDEWALK & CURB RAMP REPLACEMENT6HIGUERA: MIDBLOCK RAISED CROSSWALK7MARSH: SIDEWALK & CURB RAMPS REPLACEMENTPAVING AREA 'B'8-9HIGUERA STREET: STA 50+00 TO STA 65+109-11MARSH STREET: STA 70+00 TO STA 90+85PAVING AREA 'C'12-13NIPOMO STREET: STA 1+00 TO STA 8+0014NIPOMO: BUCHON & LEFF CURB RAMPSREPLACEMENT15NIPOMO: ISLAY CURB RAMPS REPLACEMENT16-17NIPOMO: DRIVEWAY, CURB & GUTTERREPLACEMENT18NIPOMO: UTILITIES LAYOUT AND CORING LOG19NIPOMO: STRIPING LAYOUTPAVING AREA 'D'ADDITIVE ALTERNATIVE "1"20JOHNSON AVENUE: MILL ST TO PHILLIPS LN21JOHNSON: CURB RAMP CONSTRUCTION NOTES &REPLACEMENT22JOHNSON: CURB RAMPS REPLACEMENTADDITIVE ALTERNATIVE "2"23PHILLIPS LANE: JOHNSON AVE TO PEPPER STPEPPER STREET: PHILLIPS LN TO MILL ST24PAVEMENT DETAILS25DETAILS CONT.RKnow what's below. Call before you dig.ADJUST TO FINISH GRADEPER CITY STDs.(HMA PAVING AREAS) SEWER MANHOLE (PER 6040) STORM DRAIN MANHOLE (PER 6040) WATER VALVE (PER 6040) FIRE HYDRANT (PER 6310) MONUMENT (PER 9020) TRAFFIC BOX COMMUNICATIONS (PER 9030)PROTECT IN PLACE(SLURRY SEAL AREA)SEWER MANHOLESTORM DRAIN MANHOLEWATER VALVEFIRE HYDRANTMONUMENTTRAFFIC BOXCOMMUNICATIONS5-14-21
H10H11N02040A24L 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 ENA2402040CITY 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'MAY 2021100016725HIGUERA STREET: 10+00 TO 20+702CIVILREGISTER
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M1N02040A24H1202040NA24 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'MAY 2021100016725HIGUERA STREET: 20+70 TO 28+17
MARSH STREET: 26+11 TO 31+253CIVILREGISTER
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L O A D I N G Z O N EL O A D I N G Z O N EM3M4A24N02040" " M2N02040" A24CITY 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'MAY 2021100016725MARSH STREET: 31+25 TO 42+804CIVILREGISTER
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N MATCH (E)TCFLCITY 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'MAY 2021100016725HIGUERA: SIDEWALK & CURBS RAMP REPLACEMENT5CIVILREGISTER
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N N. RODRIGUEZDETAIL 1 - HIGUERA & NIPOMO NW CORNERNOTE: ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY MEASUREMENTS ON POINT 14AS SHOWN ON THE CITY OF SAN LUIS OBISPO "BENCHMARK SYSTEM"(AUGUST 2020) HAVING A PUBLISHED ELEVATION OF 173.65'.DETAIL 2 - HIGUERA SIDEWALK BETWEEN NIPOMO AND CARMEL STA. 12+22 to 12+77, NORTH SIDENOTE: ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY MEASUREMENTS ON POINT 14 AS SHOWN ON THE CITY OF SAN LUIS OBISPO "BENCHMARK SYSTEM"(AUGUST 2020) HAVING A PUBLISHED ELEVATION OF 173.65'.DETAIL 3 - HIGUERA & CARMEL SE CORNER AND CROSS GUTTERNOTE: ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY MEASUREMENTS ON POINT 14 AS SHOWN ON THE CITY OF SAN LUIS OBISPO "BENCHMARK SYSTEM"(AUGUST 2020) HAVING A PUBLISHED ELEVATION OF 173.65'.048
8.0'PARKING LANE 10.5'TRAVEL LANE 10.5'TRAVEL LANE 8.0'PARKING LANE 3.0'BUFFER 6.0'BIKE LANE1.0%6.0'7.9'11.3'1.5'MATCH (E)184.62 BW183.9224X36IN TRFV BX183.74GTR183.58CFFL184.16TX183.96AC184.28AC184.50AC184.73AC184.79AC184.78AC184.69AC184.46AC184.14AC183.98CFFL184.08TC184.19TX184.14WM184.16WM184.06TREE WELL AP184.00TREE WELL AP184.06TREE WELL AP184.14TREE WELL AP184.22BW JNT184.29BW JNT184.13TC183.53CFFL183.66GTR184.14AC183.23CFFL183.36GTR183.63AC183.93AC184.16AC184.36AC184.37AC183.74AC184.01AC184.23183.93184.13BW184.18BW184.22WLK@BW184.35WLK@BW184.43BW184.50BW184.51BW184.62BW184.49CNC184.31WM184.19BX/CFFL184.10CFFL184.22TC184.21AC184.45AC184.00TRFC BX AP183.97TRFC BX AP183.85TRFC BX AP183.89TRFC BX AP184.13TC183.82CFFL184.03AC184.31AC184.53AC184.58AC184.59AC184.09AC183.75AC184.41AC183.58GTR183.44CFFL184.06TC183.965IN TREE183.94TREE WELL AP183.84TREE WELL AP183.97CNC JNT184.01BW JNT184.07BW JNT183.95CNC JNT CROSS183.88CNC JNT@TILE183.93CNC JNT@TILE183.99TILE@TREE WELL184.02CNC JNT CROSS184.12BW JNT186.11TW END186.06TW BGN184.02MTL GT184.07MTL GT184.17BW JNT186.25TW END184.22MTL GT184.19MTL GT186.19TW BGN183.89MTR184.12MTR184.198IN TREE184.22CNC AP184.18CNC AP184.07CNC POL@BK CRB184.02CNC POL@BK CRB184.21RAISED CNC184.02TC183.66CFFL183.77AC184.29CNC JNT@DW184.36DW GB184.40BW184.37BW JNT184.20JNT CROSS184.22CNC184.25CNC184.31CNC184.34CNC184.13TC183.89CFFL184.05AC184.31AC184.35BLDG CLMN AP184.23184.33BLDG CLMN AP184.18BLDG CLMN AP184.05BLDG CLMN AP184.24WLK POL184.42CNC AP184.36CNC POL184.44CNC POL@BW184.44LANDSCAPE LIGHT184.63CFFL@BW5.0'3.0'2.5'8.5'2.7'6.0'MATCH (E)184.22 BW4.5'SEE DETAIL K, THIS SHEET1.0%183.82 GL183.70 FL184.11 TC3.8'3.0'2.7'183.79 FL184.24 TC183.86 FL184.29 TC184.33 TC183.83 GL184.55 BW184.46 BW183.93 FL184.35 TC184.05 FL184.44 TC184.14 FL184.51 TC184.40 BW184.35 TC184.31 TC184.37 TC7.1'REMOVE AND REPLACE MISSION STYLE SIDEWALK (~40 SQFT)REMOVE AND REPLACE MISSION STYLE CURB & GUTTER (7.1 LF)NO MISSION TILE INSTALLED AT RAMP WIDTH5.8'MATCH (E)184.20 SWMATCH (E)184.14 SWMATCH (E)184.13 TC183.53 FLMATCH (E)184.06 TC183.44 FL184.62 TC184.12 GL184.41 TC10.0'6.0'6.0'22.0'R12.9'R14.3'R12.9'MATCH184.19 TC/FLMATCH184.63 BW5.0'7.8'2.0'2.0'7.8'R14.3'3.4'4.0'9.8'9.8'2.7'MATCH (E)184.02 TC183.66 FL183.74 GLMATCH (E)184.18 BW5.0'10.0'6.0'6.0'7.8'2.0'2.0'7.8'1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+69MATCH (E)184.35 BW184.06 GL183.98 GLRED CURB PAINT, TYP.1.1%2.2%1.0%1.3%8.3%8.3%1.0%0.6%3.7%1.0%1.0%1.0%1.0%8.3%5.4%1.0%1.2%1.2%1.2%1.0%8.3%8.3%STATIONPROFILE SCALEHORIZ: 1" = 4' VERT: 1" = 0.8'5.8'12.1'3.0'45.8'ELEV:184.09 TCELEV:184.18 BWEL
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8.0'1.5'10.5'10.5'8.0'11.2'ELEV:184.34 TCELEV:184.38 TCELEV:184.11 TCELEV:184.15 TC1.5'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
BRKHBNBN1" = 4'MAY 2021100016725HIGUERA: MIDBLOCK RAISED CROSSWALK6CIVILREGISTER
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N N. RODRIGUEZ0SCALE IN FEET48NHIGUERA MIDBLOCK CROSSWALK: PLAN VIEWNOTE: ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY MEASUREMENTS ON POINT 14 AS SHOWN ON THECITY OF SAN LUIS OBISPO "BENCHMARK SYSTEM" (AUGUST 2020) HAVING A PUBLISHED ELEVATION OF 173.65'.123456789CROSSWALK CONSTRUCTION NOTES:INSTALL SOLAR-POWERED RAPID RECTANGULAR FLASHING BEACON (RRFB) SYSTEM, CARMANAHR920-F OR APPROVED EQUAL ON 16' PUNCH POST PER CITY OF SAN LUIS OBISPO ENGINEERINGSTANDARD PLAN 7210. INSTALLATION SHALL INCLUDE:-PEDESTRIAN PUSH BUTTONS-30" W11-2 PEDESTRIAN CROSSIGN SIGN AND 24" X 12" W16-7P DIAGONAL ARROWS SIGN-BOTH SIGNS FLOURESCENT YELLOW/GREENFILL BULBOUTS WITH MEDIAN COBBLE PER CITY OF SAN LUIS OBISPO ENGINEERING STANDARD PLAN4940.CHEVRON MARKINGS PER CITY OF SAN LUIS OBISPO ENGINEERING STANDARD PLAN 7325.HI-VIS CROSSWALK PER CITY OF SAN LUIS OBISPO ENGINEERING STANDARD PLAN 7350.SPEED TABLE PER CITY OF SAN LUIS OBISPO ENGINEERING STANDARD PLAN 7325 AND PER DETAILSTHIS SHEET.REMOVE EXISTING ASPHALT CONCRETE PAVEMENT. PAVEMENT REMOVAL & REPAIR PER CITY OF SANLUIS OBISPO ENGINEERING STANDARD PLAN 4110. SEE PLANS FOR WIDTH DIMENSIONS.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 & 4220 (MISSION STYLE COLOR). MATCHEXISTING CURB AND GUTTER DIMENSIONS.REMOVE EXISTING CONCRETE SIDEWALK AND REPLACE TO MATCH IMPROVEMENTS. CONSTRUCTCONCRETE SIDEWALK PER CITY OF SAN LUIS OBISPO ENGINEERING STANDARD 4110 & 4220 (MISSIONSTYLE COLOR). MODIFY CROSS SLOPE TO 1.5% TO CURB FACE, UNLESS OTHERWISE SHOWN ONPLANS.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.PROTECT EXISTING TRAFFIC SIGNAL BOX, ADJUST TO FINISH GRADE DURING PAVING OPERATIONS.ADJUST WATER METER COVER TO NEW PCC FINISH SURFACE.REMOVE AND SALVAGE EXISTING PARKING METER. RETURN TO ENGINEER.PROTECT EXISTING SIDEWALK, CURB AND GUTTER.PROTECT IN PLACE PRIVATE LANDSCAPE LIGHT.PROTECT IN PLACE PRIVATE TILE.PROTECT IN PLACE BUILDING COLUMN.PROTECT IN PLACE EXISTING TREE WELL.1011121314151617181920℄A'AHIGUERA MIDBLOCK CROSSWALK: SECTION A-A'1.5% MAX SLOPEGUTTER UNDERDRAIN DETAIL NOT TO SCALEKNOTES:1234512543B'B℄NOTE: CROWN OF ROAD TO BE ADJUSTED PER NEW PAVEMENT SECTION & SPEED TABLE141122320" WIDE45667778991010111112121213141516161718192020
NNBM#ELEV.13178.17NNCITY 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'MAY 2021100016725MARSH: SIDEWALK & CURB RAMPS REPLACEMENT7CIVILREGISTER
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N N. RODRIGUEZDETAIL 6 - MARSH & CARMEL NE CORNERNOTE: ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY MEASUREMENTS ON POINT 14 AS SHOWN ON THE CITY OF SAN LUIS OBISPO "BENCHMARK SYSTEM"(AUGUST 2020) HAVING A PUBLISHED ELEVATION OF 173.65'.DETAIL 5 - MARSH SIDEWALK BETWEEN HIGUERA AND ARCHER, NORTH SIDENOTE: ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY MEASUREMENTS ON POINT 14 AS SHOWN ON THE CITY OF SAN LUIS OBISPO "BENCHMARK SYSTEM"(AUGUST 2020) HAVING A PUBLISHED ELEVATION OF 173.65'.DETAIL 7 - MARSH & CARMEL SW CORNERNOTE: ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY MEASUREMENTS ON POINT 14 AS SHOWN ON THE CITY OF SAN LUIS OBISPO "BENCHMARK SYSTEM"(AUGUST 2020) HAVING A PUBLISHED ELEVATION OF 173.65'.DETAIL 8 - MARSH & BEACH SW CORNERNOTE: ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY MEASUREMENTS ON POINT 14 AS SHOWN ON THE CITY OF SAN LUIS OBISPO "BENCHMARK SYSTEM"(AUGUST 2020) HAVING A PUBLISHED ELEVATION OF 173.65'.048
H2N02040 H1N02040CITY 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'MAY 2021100016725HIGUERA STREET: 50+00 TO 60+768CIVILREGISTER
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M10N02040H3N02040 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'MAY 2021100016725HIGUERA STREET: 60+76 TO 65+10
MARSH STREET: 70+00 TO 75+409CIVILREGISTER
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M13N02040 M11N02040M12 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'MAY 2021100016725MARSH STREET: 75+40 TO 86+9010CIVILREGISTER
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M14N02040CITY 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'MAY 2021100016725MARSH STREET: 86+90 TO 90+8511CIVILREGISTER
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BEGIN ALIGNMENT
Sta:1+15.85
BEGIN IMPROVEMENTS
Sta:1+34.47
Off:R19.86'
FL Elev:206.29
END CURB RAMP
BEGIN C&G, INTEGRAL S/W
Sta:2+07.50
Off:R19.74'
FL Elev:206.99
BEGIN DWY
Sta:1+75.00
Off:R19.79'
FL Elev:206.68
Sta:2+32.67
Off:R19.74'
FL Elev:207.29
END DWY
Sta:2+57.74
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END C&G, INTEGRAL S/W
Sta:2+56.05
Off:L19.47'
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BEGIN DWY
Sta:2+81.06
Off:L19.59'
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END DWY
BEGIN C&G, DETACHED S/W
Sta:3+34.32
Off:L19.78'
FL Elev:208.26
BEGIN DWY
REPLACE S/W UNDERDRAIN
Sta:3+49.32
Off:L19.75'
FL Elev:208.34
END DWY
BEGIN C&G, DETACHED S/W
Sta:4+21.92
Off:L21.07'
FL Elev:209.03'
END C&G, DETACHED S/W
BEGIN CURB RAMP
Sta:2+88.30
Off:R19.72'
FL Elev:207.65
BEGIN C&G, INTEGRAL S/W
Sta:3+00.00
Off:R19.68'
FL Elev:207.77
Sta:3+25.00
Off:R19.73'
FL Elev:208.02
Sta:3+50.00
Off:R19.77'
FL Elev:208.28
Sta:3+75.00
Off:R19.81'
FL Elev:208.54
Sta:4+00.00
Off:R19.86'
FL Elev:208.79
Sta:4+16.83
Off:R19.82'
FL Elev:208.96
END C&G, INTEGRAL S/W
BEGIN CURB RAMP
Sta:3+00.00
Off:L19.66'
FL Elev:207.97'
Sta:3+75.00
Off:L19.71'
FL Elev:208.60'
Sta:4+00.00
Off:L19.68'
FL Elev:208.85'
Sta:4+86.73
Off:L19.88'
FL Elev:208.91'
END CURB RAMP
BEGIN C&G
Sta:5+00.00
Off:L19.85'
FL Elev:208.83'
Sta:4+82.26
Off:R20.17'
FL Elev:209.09'
END CURB RAMP
BEGIN C&G, INTEGRAL S/W
Sta:5+00.00
Off:R20.17'
FL Elev:208.77'
FL Elev:208.65'
Sta:1+30.48
Off:L19.60'
Elev:206.88'
END CURB RAMP
10+0010+8510+50Sta:2+40.05
Off:L19.48'
Elev:207.61'
BEGIN C&G, INTEGRAL S/W
ISLAY Sta:10+47.13
NIP Sta: 4+44.00
INTERSECTION
Sta:10+00.00
N:2296644.03
E:5767072.13
BEGIN ALIGNMENT
SEE SHEET
16
SEE SHEET 14
PROTECT Exist CURB,
GUTTER AND DRIVEWAY
PROTECT Exist
DRIVEWAYS
SEE SHEET 15
Sta:3+25.00
Off:L19.75'
FL Elev:208.18'
SEE SHEET 16 MATCH Exist
BACK OF S/W
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' CONFORMEG
FG Sta 10+12.31 BEGINElev: 209.72' CONFORMSta 10+76.75 ENDElev: 210.07' CONFORMSta 10+47.31 APElev: 209.90'0.58%0.52%NIPOMO STREET RECONSTRUCTION STA 1+00 TO STA 5+00REGISTERED P R O F ESSIONA
L
E
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
MAY 2021
1000167
25
SCALE BAR:
12
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
PLAN
1" = 20'
0 20 40
NIPOMO PROFILE
HORIZONTAL: 1" = 20'
VERTICAL: 1" = 2'N0 20 40
ISLAY PROFILE
HORIZONTAL: 1" = 20'
VERTICAL: 1" = 2'
AS SHOWN
LIMITS OF NEW PAVEMENT. SEE DETAIL G,
SHEET 24
LIMITS OF NEW CONCRETE
LIMITS OF REINFORCED CONCRETE. UTIILIZE
#3 BARS @ 18" o.c. EACH WAY
EXISTING PLANTED MEDIAN. RE-GRADE AND
RETURN TO EXISTING CONDITIONS AS
NEEDED
EXISTING BRICK MEDIAN. REMOVE, RE-GRADE
AND REPLACE IN KIND AS NEEDED
GRADE TO MATCH EXISTING. REMOVE AND
REPLACE LANDSCAPING AS NEEDED
REMOVE AND PLACE 5' HMA TO MATCH
EXISTING
REMOVE AND REPLACE 4' CONCRETE
WALKWAY TO MATCH EXISTING
REMOVE AND REPLACE 4' CONCRETE
DRIVEWAY TO MATCH EXISTING
legend:
SAWCUT LINE
EXISTING CONTOURS
PROPOSED CONTOURS
RIGHT OF WAY
5+00 6+00 7+00 8+008+005+50 6+50 7+50
206207208209
20
6
20
7
208
209
SEE SHEET 17
CL S34° 52' 27.82"E
190.05 Sta:8+00.00
N:2296381.23
E:5767312.73
END ALIGNMENT
Sta:5+50.44
Off:L19.74'
FL Elev:208.52'
BEGIN DWY
Sta:5+25.00
Off:R20.21'
FL Elev:208.65'
Sta:5+50.00
Off:R20.11'
FL Elev:208.52'
Sta:6+05.00
Off:R19.91'
FL Elev:208.21'
BEGIN DWY
Sta:6+28.00
Off:R19.92'
FL Elev:208.08'
END DWY
Sta:6+48.58
Off:R19.86'
FL Elev:207.67'
BEGIN DWY
Sta:6+67.05
Off:R19.93'
FL Elev:207.49'
END DWY
Sta:6+96.15
Off:R19.87'
FL Elev:206.90'
BEGIN DWY
Sta:7+19.39
Off:R19.78'
FL Elev:206.56'
END DWY
Sta:7+63.73
Off:R19.74'
FL Elev:205.65'
END C&G, INTEGRAL S/W
BEGIN CURB RAMP
Sta:5+95.43
Off:L19.89'
FL Elev:208.19'
END DWY
Sta:6+54.49
Off:L19.85'
FL Elev:207.44'
BEGIN DWY
Sta:6+69.61
Off:L19.81'
FL Elev:207.06'
END DWY
Sta:7+81.00
END IMPROVEMENTS
Sta:7+67.27
Off:L19.71'
Elev:204.96'
END C&G, INTEGRAL S/W
BEGIN CURB RAMP
Sta:6+25.00
Off:L19.87'
FL Elev:207.89'
Sta:7+50.00
Off:R19.76'
FL Elev:205.94'
Sta:5+75.00
Off:R19.97'
Elev:208.39'
Sta:5+25.00
Off:L19.79'
FL Elev:208.68'
Sta:5+70.44
Off:L19.81'
FL Elev:208.37'
END DWY Sta:5+77.43
Off:L19.83'
FL Elev:208.32'
BEGIN DWY
Sta:7+25.00
Off:L19.75'
FL Elev:205.86'
REPLACE S/W UNDERDRAIN
Sta:7+50.00
Off:L19.75'
FL Elev:205.36'
SEE
SHEET 17
SEE SHEET 17
Sta:6+73.98
Off:L19.80'
FL Elev:206.95'
BEGIN DWY
Sta:6+89.28
Off:L19.75'
FL Elev:206.57'
END DWY
BEGIN C&G, INTEGRAL S/W
SEE SHEET 14
REPLACE S/W
UNDERDRAIN
REPLACE S/W
UNDERDRAIN
-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
E
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
MAY 2021
1000167
25
SCALE BAR:
13
g:\Projects\activeprojects\street improvements\1000141 nipomo street reconstruction\450 design working documents\454 CAD\454.2 drawings\1000141 Nipomo Layout.dwg0 20 40
PLAN
1" = 20'
0 20 40
PROFILE
HORIZONTAL: 1" = 20'
VERTICAL: 1" = 2'NAS SHOWN
AS SHOWN
LIMITS OF NEW PAVEMENT. SEE DETAIL G,
SHEET 24
LIMITS OF NEW CONCRETE
LIMITS OF REINFORCED CONCRETE. UTIILIZE
#3 BARS @ 18" o.c. EACH WAY
EXISTING PLANTED MEDIAN. RE-GRADE AND
RETURN TO EXISTING CONDITIONS AS
NEEDED
EXISTING BRICK MEDIAN. REMOVE, RE-GRADE
AND REPLACE IN KIND AS NEEDED
GRADE TO MATCH EXISTING. REMOVE AND
REPLACE LANDSCAPING AS NEEDED
REMOVE AND PLACE 5' HMA TO MATCH
EXISTING
REMOVE AND REPLACE 4' CONCRETE
WALKWAY TO MATCH EXISTING
REMOVE AND REPLACE 4' CONCRETE
DRIVEWAY TO MATCH EXISTING
legend:
SAWCUT LINE
EXISTING CONTOURS
PROPOSED CONTOURS
RIGHT OF WAY
3.8'11'6.7'4'4.4'9.4'6'4.2'3.5'4'4
.
2
'
3.8'
R10'-1.00%-
1
.
5
0%
7.6'R1
0
'-6.50%-6.40%
-6.30%-2.00%PROTECT UTILITY POLE IN PLACE
REMOVE AND REPLACE POST.
PRESERVE SIGN
REMOVE AND REPLACE POST.
PRESERVE SIGN
Exist CROSS GUTTER.
PROTECT IN PLACE
REMOVE AND REPLACE POST.
PRESERVE SIGN
PROTECT UTILITY POLE AND GUY WIRE IN PLACE
REMOVE AND REPLACE HYDRANT
MATCH
(207.53 TC)
MATCH
(207.00 FL)
CURB HEIGHT = 6"
MATCH
(207.78 BOW)
H = 12"
END RET WALL
MATCH
(207.79 BOW)
H = 12"
END RET WALL
MATCH
(207.58 FS)
207.40 FS
MATCH
(206.88 FL)
CURB HEIGHT = 7"
207.47 BOW
H = 12"
206.97 FS
206.98 FS
206.93 FS
207.00 BOW
H = 12"
MATCH
(207.32 FS)
(206.55 FL)
MATCH
(206.62 FS)
MATCH (206.65 FS)
MATCH
206.72 FL
CURB HEIGHT = 0"
206.67 FL
CURB HEIGHT = 0"
206.56 FL
206.79 FL
CURB HEIGHT = 2"
206.29 FL
CURB HEIGHT = 6"
206.93 FS
MATCH
(206.11 FS)
MATCH
(206.00 FL)
MATCH
(206.12 FS)
206.09 FS
MATCH
(206.02 FS)
MATCH
(205.82 FS)
MATCH
(205.76 FL)
CURB HEIGHT = 7"
MATCH
(206.36 FS)
MATCH
(206.69 FS)
205.93 FS
205.89 FL
CURB HEIGHT = 6"
206.08 FL
CURB HEIGHT = 0"
206.15 FL
CURB HEIGHT = 0"
206.20 FL
CURB HEIGHT = 3"206.80 FS
206.45 FS
206.38 FS
206.52 FS
206.56 FS 206.94 FS
206.46 FS
206.44 FS
206.64 FL
CURB HEIGHT = 6"-1.50%-1.60%
-3.00%-2.75%-1.45%
-
0
.
9
0%
5'
REMOVE AND REPLACE
Exist RET WALL
5'MATCH
(206.24 FS)
206.99 FS
207.47 FS
207.52 BOW
H = 12"
4.7'
2'
MATCH
(206.96 FS)
MATCH
(207.49 FS)-7.15%
-
7
.
2
0%
PLANTED MEDIAN -
RE-GRADE AS NEEDED
Exist SIDEWALK
SIDEWALK
SIDEWALKPLANTEDMEDIANExist SIDEWALKExist C&G - PRESERVE
NEW C&G
Exist C&GBARK CHIPS
-0.20%
6'
REPLACE MEDIAN WITH CURB RAMP
3.9'5'6.8'9.2'12.5'3.6'5.6'4
.
8
'
-
1
.
3
5%
-5.45%-2.00%-2.50%-1.90%TREE/ROOT TRIMMING MAY BE
REQUIRED. CITY ARBORIST
SHOULD BE PRESENT TO
OVERSEE PRUNING
LIMITS OF CURB RAMP BEYOND Exist
SIDEWALK. WITHIN R/W
4.5'205.73 FS
MATCH
(205.16 FS)
MATCH
(205.12 FS)
MATCH
(204.96 FS)
MATCH
(204.46 FL)
CURB HEIGHT = 6"
MATCH
(204.53 FS)
MATCH
(204.53 FS)
205.15 FL
204.99 FL
CURB HEIGHT = 6"
204.81 FL
CURB HEIGHT = 0"
204.73 FL
CURB HEIGHT = 0"
204.57 FL
CURB HEIGHT = 6"
205.08 FS
205.16 FS
205.22 FS
205.20 FS
205.12 FS
205.84 FS
MATCH
(206.63 FS)
MATCH
(206.17 FS)
MATCH
(205.74 FL)
CURB HEIGHT = 7"
MATCH
(205.78 FS)
MATCH
(205.47 FS)
205.75 FL
205.55 FL
CURB HEIGHT = 6"205.57 FL
CURB HEIGHT = 0"
205.60 FL
CURB HEIGHT = 0"
205.63 FL
CURB HEIGHT = 6"
206.21 FS
206.35 FS
MATCH
(205.98 FS)
205.92 FS
205.65 FL
205.93 FS-1.50%-1.50%
-1.63%
-4.50%-1.60%R10'
R
1
0
'
MATCH Exist BACK OF
S/W ELEVATIONS
-4.50%-1.00%
205.87 FS
205.85 FS
205.70 FL5'5'4'REMOVE AND REPLACE POST.
PRESERVE SIGN
-
7
.
1
5%-7.20%
SIDEWALK
Exist C&G
NEW C&G
SIDEWALK SIDEWALKPLANTEDMEDIANSIDEWALKGRASS
PLANTED MEDIAN -
RE-GRADE AS NEEDED
REPLACE CONC STEP
WITH MEDIAN NIPOMO STREET RECONSTRUCTION - BUCHON & LEFF CURB RAMPSREGISTERED P R O F ESSIONA
L
E
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
MAY 2021
1000167
25
SCALE BAR:
14
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
LIMITS OF NEW PAVEMENT. SEE DETAIL G,
SHEET 24
LIMITS OF NEW CONCRETE
LIMITS OF REINFORCED CONCRETE. UTIILIZE
#3 BARS @ 18" o.c. EACH WAY
EXISTING PLANTED MEDIAN. RE-GRADE AND
RETURN TO EXISTING CONDITIONS AS
NEEDED
EXISTING BRICK MEDIAN. REMOVE, RE-GRADE
AND REPLACE IN KIND AS NEEDED
GRADE TO MATCH EXISTING. REMOVE AND
REPLACE LANDSCAPING AS NEEDED
REMOVE AND PLACE 5' HMA TO MATCH
EXISTING
REMOVE AND REPLACE 4' CONCRETE
WALKWAY TO MATCH EXISTING
REMOVE AND REPLACE 4' CONCRETE
DRIVEWAY TO MATCH EXISTING
legend:
SAWCUT LINE
EXISTING CONTOURS
PROPOSED CONTOURS
RIGHT OF WAY
7.7'8'5.5'7.4'4.4'5'5.5'4.5'12'9'7.4'5.7'5.75'
4
.
4
'
-4.60%-6.25%-0.58%-0.50%-1.69%-1.28%-1.85%
-2.00%-2.60%-
1
.
5
0%-0.80%-1.55%-6.40%-7.95%REMOVE AND REPLACE
HYDRANT
REMOVE AND REPLACE POST. PRESERVE
AND REPLACE SIGN PER DETAIL 7210
REMOVE AND RE-INSTALL SIGN AND POLE
PROTECT UTILITY POLE IN PLACE
209.79 FS
END RET CURB
MATCH
(209.96 FS)
END RET CURB
MATCH
(209.86 FS)
MATCH
(209.10 FL)
CURB HEIGHT = 7"
MATCH
(209.20 FS)
MATCH
(210.07 FS)
MATCH
(209.18 FS)
MATCH
(209.94 FS)
END RET CURB
209.07 FL
CURB HEIGHT = 0"
209.03 FL
CURB HEIGHT = 0"
209.00 FL
CURB HEIGHT = 6"208.96 FL
209.40 FS209.50 BOW
H = 4.8"
209.37 FS209.72 FS
209.14 BOW
H = 6.5"
209.10 BOW
H = 6"
209.04 FL
CURB HEIGHT = 0"
209.09 BOW
H = 6.7"
209.07 BOW
H = 6", END RET WALL
MATCH
(209.06 FL)
209.00 FL
CURB HEIGHT = 0"
208.98 FL
208.92 FL
MATCH
(209.75 FS)
END RET CURB
MATCH
(209.63 FS)
END RET CURB
209.54 FS
MATCH
(209.65 FS)MATCH
(209.41 FS)
MATCH
(208.76 FL)
CURB HEIGHT = 8"
MATCH
(208.89 FS)
MATCH
(209.71 FS)
208.86 FL
CURB HEIGHT = 6"
208.93 FL
CURB HEIGHT = 0"
209.00 FL
CURB HEIGHT = 0"
208.97 FL
CURB HEIGHT = 6"
208.96 FL
209.36 FS
209.42 FS
209.49 FS
209.45 FS
MATCH
(208.92 FS)
MATCH
(208.72 FL)
CURB HEIGHT = 10"
MATCH
(209.55 FS)
MATCH
(209.71 FS)
MATCH
(209.67 FS)
209.09 FL
209.20 FL
CURB HEIGHT = 6"
209.29 FL
CURB HEIGHT = 0"
209.29 FL
CURB HEIGHT = 0"
209.02 FL
CURB HEIGHT = 6"
209.57 FS
209.57 FS
209.64 FS
209.64 FS
209.41 FS 209.90 FS 209.41 FS
-1.60%-1.50%-0.40%-1.50%-
1
.
5
0%
-2.25%
-2.25%-1.50%-1.00%-2.50%-0.65%
TREE/ROOT TRIMMING MAY BE
REQUIRED. CITY ARBORIST SHOULD
BE PRESENT TO OVERSEE PRUNING
3'8'5'
209.33 FS
MATCH
(209.70 FS)
209.41 FS
MATCH Exist BACK OF
S/W ELEVATIONS
209.91 TOW
4" WIDE RET CURB
MATCH
(209.88 FS)
END RET CURB
10'
209.59 TOW
209.68 TOW
R
1
0
'
R10'
209.65 TOW
209.09 BOW
H=6"
209.60 TOW
209.02 BOW
H = 5.5"
209.48 TOW
208.99 TOW
209.62 TOW - MATCH
209.48 BOW
H = 6", END RET WALL
R10'
R
1
0
'
3
.
7
'
4
.
5
'
209.45 FS
209.42 FS4.5'4.25'
3.9'5'5'4
.
6
'5'4" WIDE RETAINING CURBS
-
7
.
2
0%-6.75%-
6
.
5
0%
SIDEWALK
SIDEWALK
NEW C&G
NEW C&G
PLANTED MEDIAN -
RE-GRADE AS NEEDED SIDEWALKPLANTEDMEDIANExist C&GExist C&GBRICKMEDIANExist SIDEWALKExist SIDEWALK
BRICK MEDIAN - REMOVE,
RE-GRADE AND REINSTALL
NEW C&G
NEW C&G
SIDEWALK
GRASS
RE-SET PROPERTY MARKER
REPLACE MEDIAN WITH
SIDEWALK
REPLACE MEDIAN WITH
SIDEWALK
NIPOMO STREET RECONSTRUCTION - ISLAY CURB RAMPSREGISTERED P R O F ESSIONA
L
E
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
MAY 2021
1000167
25
SCALE BAR:
15
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
LIMITS OF NEW PAVEMENT. SEE DETAIL G,
SHEET 24
LIMITS OF NEW CONCRETE
LIMITS OF REINFORCED CONCRETE. UTIILIZE
#3 BARS @ 18" o.c. EACH WAY
EXISTING PLANTED MEDIAN. RE-GRADE AND
RETURN TO EXISTING CONDITIONS AS
NEEDED
EXISTING BRICK MEDIAN. REMOVE, RE-GRADE
AND REPLACE IN KIND AS NEEDED
GRADE TO MATCH EXISTING. REMOVE AND
REPLACE LANDSCAPING AS NEEDED
REMOVE AND PLACE 5' HMA TO MATCH
EXISTING
REMOVE AND REPLACE 4' CONCRETE
WALKWAY TO MATCH EXISTING
REMOVE AND REPLACE 4' CONCRETE
DRIVEWAY TO MATCH EXISTING
legend:
SAWCUT LINE
EXISTING CONTOURS
PROPOSED CONTOURS
RIGHT OF WAY
-10.00%-1.61%-2.06%
-2.00%-10.00%-1.95%-0.50%-0.70%
16'
SEE DETAIL 2111
5'5.5'9'
SEE DETAIL 2111
5'5'5.4'5.6'6.25'
3.33'2.66'
208.36 FS 208.40 FS 208.47 FS 208.60 FS
208.54 FS
208.34 FS 208.41 FS
207.81 FL
CURB HEIGHT = 6"
207.83 FL
207.79 FL
CURB HEIGHT = 1"
207.71 FL
CURB HEIGHT = 1"
MATCH
(208.96 FS)
MATCH
(208.99 FS)
MATCH
(209.00 FS)
208.92 FS
208.79 FS
208.87 FS
208.92 FS
208.34 FL
CURB HEIGHT = 6"
208.32 FL
CURB HEIGHT = 1"
208.28 FL
CURB HEIGHT = 1"
-0.50%-1.79%-1.18%-0.50%-1.77%-1.00%MATCH
(208.45 FS)
MATCH
(208.22 FS)
MATCH
(207.64 FS)-2.10%16'5'
208.27 FS
4'-0.60%
207.69 FL
CURB HEIGHT = 6"
208.33 FS
NEW SIDEWALK WITHIN ROW
208.26 FL
CURB HEIGHT = 6"
TREE/ROOT TRIMMING MAY BE
REQUIRED. CITY ARBORIST SHOULD
BE PRESENT TO OVERSEE PRUNING
SIDEWALK SIDEWALK
Exist C&G NEW C&G
PLANTED MEDIAN -
RE-GRADE AS NEEDEDSIDEWALK
MATCH Exist BACK OF
S/W ELEVATIONS
REPLACE MEDIAN WITH SIDEWALK
207.67 FS
207.07 FL
CURB HEIGHT = 1"
207.26 FL
CURB HEIGHT = 1"
207.29 FL
CURB HEIGHT = 6"
207.80 FS
207.88 FS
207.94 FS
207.94 FS
207.73 FS
207.63 FS
207.49 FS
19'
SEE DETAIL 2111
3'5.5'4'-10.00%-1.50%-1.50%-1.00%-1.50%-0.80%
3'-2.00%207.95 FS
208.10 FS
PRESERVE DRIVEWAY
SIDEWALK
NEW C&G
HMA DWY GRASS CONC
WALKWAY GRASS NIPOMO STREET RECONSTRUCTION - DRIVEWAY, CURB AND GUTTERREPLACEREGISTERED P R O F ESSIONA
L
E
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
MAY 2021
1000167
25
SCALE BAR:
16
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
LIMITS OF NEW PAVEMENT. SEE DETAIL G,
SHEET 24
LIMITS OF NEW CONCRETE
LIMITS OF REINFORCED CONCRETE. UTIILIZE
#3 BARS @ 18" o.c. EACH WAY
EXISTING PLANTED MEDIAN. RE-GRADE AND
RETURN TO EXISTING CONDITIONS AS
NEEDED
EXISTING BRICK MEDIAN. REMOVE, RE-GRADE
AND REPLACE IN KIND AS NEEDED
GRADE TO MATCH EXISTING. REMOVE AND
REPLACE LANDSCAPING AS NEEDED
REMOVE AND PLACE 5' HMA TO MATCH
EXISTING
REMOVE AND REPLACE 4' CONCRETE
WALKWAY TO MATCH EXISTING
REMOVE AND REPLACE 4' CONCRETE
DRIVEWAY TO MATCH EXISTING
legend:
SAWCUT LINE
EXISTING CONTOURS
PROPOSED CONTOURS
RIGHT OF WAY
17'
SEE DETAIL 2111
3'3'3'
12'
SEE DETAIL 2111
3'3'
18'
SEE DETAIL 2111
3'-10.00%-10.00%-1.72%-2.00%-8.17%MATCH
(208.94 FS)
208.84 FS
208.76 FS 208.71 FS
208.61 FS 208.33 FS
208.42 FS
208.18 FS
208.13 FS
208.02 FS
208.32 FS
208.20 FL
CURB HEIGHT = 1"
208.11 FL
CURB HEIGHT = 1"
208.08 FL
CURB HEIGHT = 6"
207.73 FL
207.67 FL
CURB HEIGHT = 6"
207.64 FL
CURB HEIGHT = 1"
207.52 FL
CURB HEIGHT = 1"
207.49 FL
CURB HEIGHT = 6"
207.25 FS
207.10 FS207.43 FS
207.51 FS
206.56 FL
CURB HEIGHT = 6"
206.59 FL
CURB HEIGHT = 1"206.87 FL
CURB HEIGHT = 1"
-0.45%
-1.15%-1.45%
17.4'
TREE/ROOT TRIMMING MAY BE
REQUIRED. CITY ARBORIST
SHOULD BE PRESENT TO
OVERSEE PRUNING
-1.50%-1.50%-1.50%-1.50%208.78 FS
208.70 FS
208.26 FS
208.12 FS
208.84 FS208.96 FS
-1.50%-2.50%
207.19 FS
207.46 FS
NEW C&G NEW C&G
MEDIAN - RE-GRADE
AS NEEDED
PLANTED MEDIAN -
RE-GRADE AS NEEDED
SIDEWALK SIDEWALK
MEDIAN - RE-GRADE
AS NEEDED
NEW C&G
MEDIAN - RE-GRADE
AS NEEDED
SIDEWALK
CONC DWY
CONC DWYGRAVEL DWY MATCH Exist BACK OF
S/W ELEVATIONS
MATCH Exist BACK OF
S/W ELEVATIONS
MATCH Exist BACK OF
S/W ELEVATIONS
209.07 FS
-0.75%-1.50%REMOVE
CONC STEP
207.54 FS5.3'4'5.4'4'5.4'4'-1.10%-4.75%
-0.50%
MATCH
(207.36 FS)
MATCH
(207.36 FS)
MATCH
(207.21 FS)
MATCH
(207.16 FS)
MATCH
(207.20 FS)
207.96 FS
207.06 FL
CURB HEIGHT = 6"
207.12 FL
CURB HEIGHT = 1"
207.38 FL
CURB HEIGHT = 1"
(207.47 FS)
MATCH
(207.65 FS)
MATCH
208.24 FS
208.28 FS
-2.00%
3'
10'
SEE DETAIL 2111
3'3'3'
11'
SEE DETAIL 2111
3'-1.10%4'-4.60%-2.50%-1.50%206.84 FS
207.05 FS207.12 FS
207.16 FS
206.77 FS
207.05 FS
206.95 FL
CURB HEIGHT = 6"
206.90 FL
CURB HEIGHT = 1"
206.57 FL
CURB HEIGHT = 6"
206.62 FL
CURB HEIGHT = 1"
Exist SIDEWALK
SIDEWALK
Exist C&G
CONC DWY
GRASS
BRICK MEDIAN - REMOVE,
RE-GRADE AND REINSTALL
207.40 FS
207.17 FS
2.6'4.9'209.18 FS
209.22 FS
MATCH
(209.24 FS)
MATCH
(209.12 FS)
208.50 FL
CURB HEIGHT = 1"
208.40 FL
CURB HEIGHT = 1"
208.37 FL
CURB HEIGHT = 6"
209.01 FS209.12 FS
209.07 FS
208.97 FS
208.19 FL
CURB HEIGHT = 6"
208.30 FL
CURB HEIGHT = 1"
208.32 FL
CURB HEIGHT = 6"
208.71 FS 208.62 FS
208.21 FL
CURB HEIGHT = 1"
MATCH
(208.56 FS)
MATCH
(208.78 FS)MATCH
(208.49 FS)
MATCH
(208.35 FS)
4'
14'
SEE DETAIL 2111
2'
12'
SEE DETAIL 2111
4.4'10.8'-10.00%-1.50%-0.75%-0.10%-10.00%-1.50%-1.00%-1.50%-2.03%-0.90%2'BRICK MEDIAN - REMOVE,
RE-GRADE AND REINSTALL
BRICK MEDIAN - REMOVE,
RE-GRADE AND REINSTALL
Exist SIDEWALK
NEW C&G
NEW DWY APRON IN ROW
Exist SIDEWALK
5.6'4'4.8'3.5'4'REPLACE BRICK MEDIAN WITH SIDEWALK
NIPOMO STREET RECONSTRUCTION - DRIVEWAY, CURB & GUTTERREPLACEREGISTERED P R O F ESSIONA
L
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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
MAY 2021
1000167
25
SCALE BAR:
17
g:\Projects\activeprojects\street improvements\1000141 nipomo street reconstruction\450 design working documents\454 CAD\454.2 drawings\1000141 Nipomo Ramps.dwg1" = 5'
5 10NPLANNPLANNPLAN
LIMITS OF NEW PAVEMENT. SEE DETAIL G,
SHEET 24
LIMITS OF NEW CONCRETE
LIMITS OF REINFORCED CONCRETE. UTIILIZE
#3 BARS @ 18" o.c. EACH WAY
legend:
EXISTING PLANTED MEDIAN. RE-GRADE AND
RETURN TO EXISTING CONDITIONS AS
NEEDED
EXISTING BRICK MEDIAN. REMOVE, RE-GRADE
AND REPLACE IN KIND AS NEEDED
GRADE TO MATCH EXISTING. REMOVE AND
REPLACE LANDSCAPING AS NEEDED
REMOVE AND PLACE 5' HMA TO MATCH
EXISTING
REMOVE AND REPLACE 4' CONCRETE
WALKWAY TO MATCH EXISTING
REMOVE AND REPLACE 4' CONCRETE
DRIVEWAY TO MATCH EXISTING
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 GGGGG
GGGGGGGGGGWWWWWCAUTION: SHALLOW WATER LINE
OWNER: CITY OF SLO
NO VIBRATORY EQUIPMENT WITHIN 2'
NOTE: NOT ALL LATERALS SHOWN
SEWER LINE
OWNER: CITY OF SLO
NO VIBRATORY EQUIPMENT WITHIN 2'
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
AND GUYS IN PLACE, Typ
REMOVE AND REPLACE DRY
BARREL FIRE HYDRANT.
INSTALL ADAPTER SPOOL
ADJUST SEWER CLEAN OUT
ADJUST SEWER MANHOLE
ADJUST WATER
VALVE COVERS
REMOVE AND REPLACE DRY BARREL FIRE
HYDRANT. INSTALL SPOOL ADAPTER
3
5
6
7
REMOVE AND REPLACE 2
WATER METERS
REMOVE AND REPLACE
WATER METER
REMOVE AND REPLACE 2
WATER METERS
RESTORE MONUMENT
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
GGGGGGGGGGGGGGWWWWGAS LINE
OWNER: SO CAL GAS
GAS LATERALS, Typ
CAUTION: OVERHEAD LINES
CAUTION: SHALLOW WATER LINE
OWNER: CITY OF SLO
NO VIBRATORY EQUIPMENT WITHIN 2'
NOTE: NOT ALL LATERALS SHOWN
SEWER LINE
OWNER: CITY OF SLO
NO VIBRATORY EQUIPMENT WITHIN 2'
NOTE: NOT ALL LATERALS SHOWN
ADJUST SEWER
CLEAN OUT
N14
2
8
9
10
REMOVE AND REPLACE
WATER METER
REMOVE AND REPLACE
2 WATER METERS
REMOVE AND REPLACE
3 WATER METERS
REMOVE AND REPLACE
2 WATER METERSREMOVE AND REPLACE
2 WATER METERS
REMOVE AND REPLACE
WATER METER
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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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
MAY 2021
1000167
25
SCALE BAR:
18
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
NOTES:
1. NOT ALL SEWER, WATER AND GAS LATERALS
NOT SHOWN. CAUTION WHEN EXCAVATING
2. CONTRACTOR TO COORDINATE WITH PG&E
WHEN EXCAVATING NEAR POWER POLES AND
GUY WIRES. ENSURE FACILITIES ARE
PROPERLY BRACED
NIPOMO STREET
NIPOMO STREET NNNIPOMO ALLEY
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
25'
RED CURB
10'
RED CURB
12" WIDE STOP BAR
(18LF)
"STOP" LEGEND
"GREENWAY" LEGEND PER
DETAIL K, SHEET 25 Typ
STRIPING DETAIL 22
(50 LF)
STRIPING DETAIL 1 (250 LF)
12" WIDE STOP BAR (10 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
REMOVE POST AND RE-INSTALL PER
7220. PRESERVE "GREENWAY" SIGN
REMOVE POST AND RE-INSTALL PER
7220. PRESERVE "GREENWAY" SIGN
32'
32'
4'
4'
PAINTED BULBOUT:PER DETAIL C,
SHEET 25. TYP DIMENSIONS
REMOVE Exist STRIPING
AND PAINT, Typ
R4'
R10'
R4'
12" WIDE STOP BAR
(10 LF)
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
L
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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
MAY 2021
1000167
25
SCALE BAR:
19
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
J1J2J4J5D24N02040J2J3J5D24N02040CITY 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'MAY 2021100016725ADDITIVE ALTERNATIVE "1"
JOHNSON AVE: MILL ST TO PHILLIPS LN20CIVILREGISTER
E
D
PROFESSIONAL ENGINEERSTATE OF CALI
FORN
IA No. C 92107BRIA
N N. RODRIGUEZ
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 AVENUE521071412 2364.8%1.0%0.8%1.0%1.0%1.0%2.4%4.2'4.1'2.7'1.9'2.8'4.0'7.9'6.3'6.3'6.3'5.6'MATCH (E)MATCH (E)(3.2%)5.0%1.0%5.0%4.6%288.64 FL289.03 TC288.48 FL/TC288.41 FL/TC1.2%1.2%0.8%288.18 FL288.64 TCMATCH (E)288.80 SWMATCH (E)288.87 SWMATCH (E)289.16 SW288.71 SW288.90 TC4.2%3.0'288.53 FL288.67 TC288.50 FL/TC288.54 SW288.90 TC288.59 FL288.91 TC288.57 SW288.90 TC288.88 SW288.88 TC289.16 SW289.16 TC288.40 FL288.32 FL288.25 FL5.0' -24" TO 18"GUTTERTRANSITION 6.3'6.3'288.51 SW1.5%1.5%4.5%4.9%3.5'4.2%288.95 SW288.96 TC4.2%5.0'0.8%5.0%288.82 TC288.81 TC288.75 TC288.82 TC5.0' -24" TO 18"GUTTERTRANSITION(1.7%)4.5%1.1%2.0'1.5'2.0'1.5'2.0'2.0'SIDEWALK TRANSITION PANELSIDEWALK TRANSITION PANEL288.60 GL288.50 GL289.10 SW288.82 SW/TCR=5'L=7.9'3912272.73SET MAG TIN272.71FD BM 247272.03FHWV271.40AC271.16AC271.00GTR270.87CFFL271.37TC 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 CP#55ELEV. 272.7363221417411271.5%1.6%1.1%1.5%1.5%14.5%6.1'CP#50ELEV.272.71RESET BM 2476.1'2.0'1.5'10.4'5.3'5.1'5.3'2.0'5.2'L= 15.7'R= 10'273.65 FS1.5'5.4'5.3'SIDEWALK TRANSITION PANEL275.02 SW272.85 TC272.80 FL272.67 TC/FL272.60 TC/FL272.70 SW/TC272.78 SWMATCH (E)271.91 SW271.05 FL272.21 FL272.60 TC2.0'5.0' -24" TO 18"GUTTERTRANSITION 5.0'5.0' - 24" TO 18"GUTTERTRANSITION(4.0%)(5.8%)275.78 SW/TC275.54 TC1.5%3.1'3.8'1.5%275.01 FLMATCH (E)MATCH (E)271.56 TCMATCH (E)274.43 FL274.93 TC1.5%14.5%5.0%5.0%5.0%5.0%272.70 GL271.44 FL272.08 TC272.17 SW273.51 SW272.92 FL272.45 SW271.84 FL272.36 TC273.42 TC2.0'273.72 TC274.35 TC275.27 TC4.0'EXTENDED PAVEOUT TO SMOOTH SURFACE272.78 GLSIDEWALK TRANSITION PANELCITY 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'MAY 2021100016725JOHNSON: CURB RAMP CONSTRUCTION NOTES & REPLACEMENTCIVILREGISTER
E
D
PROFESSIONAL ENGINEERSTATE OF CALI
FORN
IA No. C 92107BRI
A
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 THECITY 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 THECITY OF SAN LUIS OBISPO "BENCHMARK SYSTEM" (AUGUST 2020) HAVING A PUBLISHED ELEVATION OF 287.27'.123456789CURB RAMP CONSTRUCTION NOTES (SHEETS 21 & 22):SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT. PAVEMENT REMOVAL & REPAIR PER CITY OF SAN LUISOBISPO ENGINEERING STANDARD PLAN 4110. SEE PLANS FOR WIDTH DIMENSIONS.SAWCUT AND REMOVE EXISTING CONCRETE PAVEMENT AT NEAREST SCORE MARK OR EXPANSION JOINT PER CITY OFSAN LUIS OBISPO ENGINEERING STANDARD PLAN 4910.REMOVE AND REPLACE EXISTING CURB AND GUTTER. CONSTRUCT CURB AND GUTTER PER CITY OF SAN LUIS OBISPOENGINEERING STANDARD PLAN 4030. SEE PLANS FOR CURB AND GUTTER DIMENSIONS.REMOVE EXISTING CONCRETE SIDEWALK AND REPLACE TO MATCH IMPROVEMENTS. CONSTRUCT CONCRETE SIDEWALKPER CITY OF SAN LUIS OBISPO ENGINEERING STANDARD 4110. MODIFY CROSS SLOPE TO 1.5% TO CURB FACE, UNLESSOTHERWISE SHOWN ON PLANS.CONSTRUCT CURB RAMP PER CITY OF SAN LUIS OBSPO ENGINEERING STANDARD PLAN 4440 AND LATEST CALTRANSREVISED A88A; SEE PLANS FOR CURB RAMP TYPE.INSTALL TRUNCATED DOMES/TACTILE DETECTABLE WARNING SYSTEM TO A DEPTH OF 3’ BY RAMP WIDTH PER CITY OFSAN LUIS OBISPO ENGINEERING STANDARD PLAN 4440.DOWEL INTO EXISTING CURB AND GUTTER, CROSS GUTTER AND/OR SIDEWALK. SEE CITY OF SAN LUIS OBISPOENGINEERING STANDARD PLAN 4440 NOTE 4 AND 4110 NOTE D FOR SMOOTH DOWEL DIMENSIONS.INSTALL SIDEWALK UNDERDRAIN PER CITY OF SAN LUIS OBISPO ENGINEERING STANDARD 3415.INSTALL REINFORCED CONCRETE SIDEWALK.ADJUST WATER METER COVER TO NEW PCC SURFACE.PROTECT IN PLACE ROAD SIGN.PROTECT EXISTING SIDEWALK, CURB AND GUTTER.REMOVE EXISTING LANDSCAPE RETAINING WALL.PROTECT IN PLACE EXISTING LANDSCAPE RETAINING WALL.PROTECT IN PLACE EXISTING IRRIGATION SPRINKLER.PROTECT IN PLACE EXISTING TREE.PROTECT IN PLACE FIRE HYDRANT.PROTECT IN PLACE GUY WIRE.PROTECT IN PLACE WATER UTILITY COVER.PROTECT IN PLACE POWERPOLE1011121314151617181920CP#58ELEV. 288.7112LIMITS OF NEW CONCRETELIMITS OF REINFORCED CONCRETE. UTIILIZE#3 BARS @ 18" O.C. EACH WAYSAWCUT LINEEXISTING PLANTED MEDIAN. RE-GRADE ANDRETURN TO EXISTING CONDITIONS ASNEEDEDEXISTING BRICK MEDIAN. REMOVE, RE-GRADEAND REPLACE IN KIND AS NEEDEDAC PAVEMENT REMOVAL PER ENGR. STD. 602021516
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 TREE287.81TC287.15CFFL287.32GTR287.34AC287.40AC287.73SGNTC287.16CFFL287.76SW287.98BW287.96BW289.46TW287.71SW287.74SW287.97BW288.06SW 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 BGN286.36AC286.59AC286.20GTR286.64AC286.22AC286.08CFFL286.48TC286.53TC286.03CFFL286.24AC286.66AC286.47CNC JNT286.43BW286.36SW286.42CNC 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 AVENUE
5.0'1.5'3.2'5.7'10.0'7.1'6.7'3.1'4.5'4.4'10.3'2.0'5.4'5.4'5.1'RED CURB PAINT7.1'4.2'3.8'1.5'2.0'7.2'
3.0'3.0'5.1'R=10'L=15.7'RED CURB PAINT6.8%5.9%(0.4%)10.2%1.1%1.2%1.0%3.0'14424.5%0.9%1.3%(1.5%)
1.0%1.5%0.4%(0.6%)1.5%3.0'3.0'L=15.5'R=10.0'4.0'5.2'1.0%1.0%1.5%1.9%1.0%3.0'0.3%4.9'36.8'CP#60ELEV. 286.44CP#59ELEV. 287.206.3%1.5%1.5%5.2'32.9'2.0'2.7'10.7'6.5'6.8'5.8'10.0'286.41 SW5.0'1.5'2.0'5.1'6.8'2.4'2.7'9.6'5.0'(2.3%)(2.5%)6.3%6.8%6.5%4.9%7.7%3.3%3.5%1.0%0.5%8.1%0.8%7.4%7.3%0.4%0.2%0.8%7.4%0.8%286.05 GTR285.87 TC/FL286.22 SW286.38 SWMATCH (E)MATCH (E)285.81 SW286.25 SW286.29 FS286.24 FS286.12 TC285.67 FL286.22 TC285.78 FL286.04 GTR286.00 FL285.91 FS286.30 TC285.14 TC284.90 FL287.08 GTR287.04 FL287.08 GTR287.71 SW287.69 SW287.61 SW287.71 SWMATCH (E)287.96 SWMATCH (E)287.57 TC287.16 FL255.25 TC287.22 FL287.65 TC287.25 FLMATCH (E)288.26 TC287.95 FL288.28 FS288.34 SW287.14 TC/FL278.61 TC/FL285.82 TC/FLMATCH (E)286.15 GL285.38 BWMATCH (E)285.63 TC285.23 FL285.28 BWMATCH (E)MATCH (E)MATCH (E)287.15 TC287.15 FLMATCH (E)286.49 TC286.04 FL286.33 SW287.69 SW287.74 BW5.3'5.3'1.4'288.50 SWMATCH (E)MATCH (E)288.11 TC288.09 FL10.2'
11.2'
1.5%MATCH (E)288.45 SWCONSTRUCT (N) CROSS GUTTER PER ENG. STD. 4310REMOVE (E) PAVEMENT PER ENG. STD. 4110, INSTALLATION NOTE 24.6'SIDEWALK TRANSITION PANELREINFORCED SIDEWALKTRANSITION PANELSIDEWALK TRANSITION PANELRESET LS TAG287.74SET 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. 288.513.8%1.5%0.4%0.5%0.4%4.4%3.5%1.0%0.4%
(2.8%)10.3%(2.0%)1.5%1.5%
0.5
%0.4%0.4%9.4%7.3%
6.0%7.8'5.0'9.9'1.5'7.8'2.7'5.0' -24" TO 18"GUTTERTRANSITION 2.0'5.0'7.7'1.5'5.0'2.3'1
0
.
9
'
2.5'
5.0'1.5'4.8'16.9'7.4'7.2'
2.5%MATCH (E)286.65 TC286.06 FLMATCH (E)286.67 SWMATCH (E)286.69 SWMATCH (E)287.51 SWMATCH (E)287.42 TC286.92 FLMATCH (E)288.53 SWMATCH (E)288.54 SWMATCH (E)288.54 TC287.94 FLMATCH (E)MATCH (E)2.0'8.6'3.3'5.2'5.0' -24" TO 18"GUTTERTRANSITION5.4'MATCH (E)MATCH (E)2.0'2.0'4.2'
1.5'2.0'6.0'
3.0'3.8'5.1'5.6'5.1'3.6'3.5'R=10'L= 15.8'R=10'L=15.7'SIDEWALK TRANSITION PANELSIDEWALK TRANSITION PANEL7.2'
2.7'7.0'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'MAY 2021100016725CIVILR EGISTER
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 THECITY 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 THECITY OF SAN LUIS OBISPO "BENCHMARK SYSTEM" (AUGUST 2020) HAVING A PUBLISHED ELEVATION OF 287.27'.521171634211218142084121231212JOHNSON: CURB RAMPS REPLACEMENT22165 118201116161113151619112222334455667777991212
P1F24N02040P2 J3 PH1PH2E24N02040CITY 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'MAY 2021100016725ADDITIVE ALTERNATIVE "2"
PHILLIPS LANE: JOHNSON AVE TO PEPPER ST
PEPPER STREETT: PHILLIPS LN TO MILL ST23CIVILREGISTER
E
D
PROFESSIONAL ENGINEERSTATE OF CALI
FORN
IA No. C 92107BRIA
N N. RODRIGUEZ
NOT TO SCALETYPICAL PAVEMENT SECTION - NIPOMO STREETROADWAY WIDTH FROM CURB FACE TO CURB FACE ~40 FEET(SEE NOTE 2)(E) CURB AND GUTTER OREDGE OF PAVEMENT, TYP.REMOVE 6" OF EXISTINGMATERIAL AND REPLACEWITH 6" OF HMA (SEE NOTE 4)℄(E) AGGREGATE BASEVARIES FROM 4-1/2" TO 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 TO 7 INCHES4.PLACE 6 INCHES OF NEW HMA IN TWO LIFTS. THE INITIAL LIFT MUST BE 4 INCHES THICK (3/4"AGGREGATE) AND FINAL LIFT MUST BE 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" TO 7"NOT TO SCALETYPICAL PAVEMENT SECTION - JOHNSON AVE ALT. 1WIDTH 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" TO 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 TO 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.CONTRACTOR TO PAVE UP TO GUTTER LIP OR EDGE OF EXISTING PAVEMENT.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" TO 10"(E) NATIVE MATERIALNOT TO SCALETYPICAL PAVEMENT SECTION - PHILLIPS LANE ALT. 2WIDTH 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.CONTRACTOR TO PAVE UP TO GUTTER LIP OR EDGE OF EXISTING PAVEMENT.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.10.FIELD VERIFY DIGOUT DIMENSIONS WITH ENGINEER PRIOR TO DIG.EDEPTH OF EXISTINGHMA LAYER 10-1/2"(E) NATIVE MATERIALREMOVE AND REPLACE5-1/2" DIGOUT OF BASEFAILURES (SEE NOTE 7)NOT TO SCALETYPICAL PAVEMENT SECTION - PEPPER STREET ALT. 2WIDTH 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.CONTRACTOR TO PAVE UP TO GUTTER LIP OR EDGE OF EXISTING PAVEMENT.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" TO 8"(E) NATIVE MATERIAL(E) PCC CURB℄(E) SUBGRADEROADWAY WIDTH FROM CURB FACE TO CURB FACE~46'-50'9'AC TAPERMILL ALL AC PAVEMENT TO PCC BASE SEE NOTE 46.5'AC TAPER1.5'3/4" LEVELING COURSE1-3/4" AC OVERGLASS GRID SEE NOTE 5NOT TO SCALETYPICAL PAVEMENT SECTION - HIGUERA & MARSHNOTES:1.SEE PAVEMENT PLAN SHEETS FOR EXISTING PAVEMENT CORING INFORMATION.2.HMA PAVEMENT CROSS SLOPES SHALL MATCH EXISTING UNDERLYING PCC CROSS SLOPES.SHALL BE LIMITED TO 1.5% MINIMUM, 3% MAXIMUM, UNLESS OTHERWISE APPROVED BY THEENGINEER.3.DEPTH OF EXISTING AC PAVEMENT LAYER VARIES FROM 1/4" (AT CURB FACE) UP TO 5" INCHESAT CENTER OF ROAD.4.COMPLETELY REMOVE ALL (E) AC PAVEMENT BY MILLING, DEPTH VARIES. WHEN MILLINGOPERATION IS BEING PERFORMED, THE MILLING OPERATION SHOULD BE ADJUSTED TO AVOIDMILLING THE (E) PCC BASE. CONTRACTOR IS RESPONSIBLE TO DETERMINE AND PERFORMAPPROPRIATE NUMBER OF PASSES FOR AC REMOVAL. SEE DETAILS B1 & B2 FOR (E) EDGEGRIND CONDITIONS.5.PROVIDE 3/4" LEVELING COURSE WITH 3/8" AGGREGATE SIZE UNDER GLASS GRID. SURFACECOURSE MUST BE 1-3/4 INCHES WITH 1/2" AGGREGATE.6.APPLY TACK COAT PER SECTION 39-1.09C, INCLUDING BETWEEN HMA LIFTS AND AT PAVEMENTA6' BIKE +3' BUFFER8' PARKING LANE10.5' TRAVEL LANE10.5' TRAVEL LANE8' PARKING LANESEE NOTE 4 FOR EDGECONDITIONS AND DETAIL B2SEE NOTE 4 FOR EDGECONDITIONS AND DETAIL B1(SEE NOTE 2)(SEE NOTE 2)(E) PCC CURBNOTES:1.AFTER AC 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) AC SURFACE(E) PCC(E) SUBGRADESEE NOTE 38" (N) PCCINSTALL DOWELS PERENG. STD. 6020, NOTE 7(E) GUTTER, SEE NOTE 3NOTES:1.MILL (E) AC PAVEMENT TO PCC BASE, DEPTH VARIES.2.INSTALL 34" THICK AC LEVELING COURSE, GLASS GRID, AND 1 34" THICK SURFACE COURSEOVER PAVING GRID.3.PROTECT IN-PLACE (E) PCC GUTTER4.PAVE AC TAPER FROM GUTTER LIP TO EDGE OF TRAVEL LANE. MATCH AC FLUSH WITHGUTTER LIP, THICKNESS OF AC VARIES AT GUTTER LIP AS DETERMINED IN FIELD.NOT TO SCALEEDGE TAPER DETAILB1MILL (E) AC DEPTH VARIESSEE NOTE 118"AC TAPER SEE NOTE 4SEE NOTE 2TACK COAT9' (BIKE LANE + BUFFER)OR 8' (PARKING LANE) PER PLAN(E) PCC CURB,SEE NOTE 3NOTES:1.MILL (E) AC PAVEMENT TO PCC BASE, DEPTH VARIES.2.INSTALL 34" THICK AC LEVELING COURSE, GLASS GRID, AND 1 34" THICK SURFACE COURSE OVER PAVINGGRID.3.PROTECT IN-PLACE (E) PCC CURB.4.CONTRACTOR MUST MAINTAIN SIDEWALK UNDERDRAIN IN OPEN CONDITION.5.PAVE AC TAPER FROM CURB FACE TO EDGE OF TRAVEL LANE. PROVIDE AC THICKNESS AT CURB FACENECESSARY TO MAINTAIN 6" CURB, THICKNESS AT CURB FACE WILL VARY.NOT TO SCALEEDGE TAPER DETAILB2MILL (E) AC DEPTH VARIESSEE NOTE 1AC TAPER SEE NOTE 5SEE NOTE 2TACK COAT9' (BIKE LANE + BUFFER)OR 8' (PARKING LANE) PER PLANMAINTAIN 6" CURBOR AS DIRECTED BY ENGINEER.(E) SIDEWALKUNDERDRAIN,SEE NOTE 4NOTE: DEPTH VARIES, SEE CORING LOGHMA SURFACE COURSE(1/2" HMA TYPE A PG 64-10)NOT TO SCALEREMOVE (E) AC & REPLACE HMA DETAILINOTES:1.REMOVE EXISTING ASPHALT CONCRETE (AC) TO (E) PCC BASE COURSE. (E) AC PAVEMENTSECTION DEPTH VARIES, SEE CORING LOG.EXISTING AC SURFACESAWCUT (E) AC PAVEMENT & TACKCOAT ALL VERTICAL EDGESSUBGRADEPROTECT IN-PLACE (E) PCC BASECITY 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'MAY 2021100016725PAVEMENT DETAILS24CIVILREGISTER
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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" = 20'MAY 2021100016725DETAILS CONT.25BIKE BUFFERANOT TO SCALEGREENBACK SHARROWBNOT TO SCALESTRIPED BULBOUTCNOT TO SCALELOADING ZONE BUFFER MARKENOT 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 DRIVEWAYFNOT TO SCALEINSTALLATION NOTES:123454AA33LAYOUTSECTION A-A56CONCRETE MEDIAN DETAIL (MODIFIED CITY STD. 4940)NOT TO SCALEJLEFT-TURN BIKE BOX GNOT TO SCALER=12"6"6"7 1/4"1 1/4"5"TYPE A3 CURBNOT TO SCALEIPARKINGONLYBIKES ONLYCUSTOM CLASS IV BIKEWAY SIGNNOT TO SCALEH12"18"CIVILR EGISTER
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N N. RODRIGUEZSTRIPED BULBOUTDNOT TO SCALE4GREEN WAY SYMBOLKNOT TO SCALEDETAIL L1: ZICLA ZEBRA PARALLEL CONFIGURATIONDETAIL L2: ZICLA ZEBRA PARALLEL CONFIGURATION WITH FLEX POSTDETAIL L3: ZICLA ZEBRA OBLIQUE CONFIGURATION WITH FLEX POSTDETAIL L4: ZICLA ZEBRA OBLIQUE CONFIGURATIONZICLA ZEBRA CONFIGURATIONSLNOT TO SCALE