HomeMy WebLinkAboutCouncil Reading File - PlansFEB 2018COORDINATES FOR THIS PROJECT ARE CALIFORNIACOORDINATE SYSTEM NAD83, ZONE 5, US SURVEY FEET, ASDETERMINED BY GPS OBSERVATIONS ON POINT 8207 AS SHOWNON THE CITY OF SAN LUIS OBISPO "HORIZONTAL CONTROLNETWORK" (JANUARY 2007).THE ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINEDBY GPS OBSERVATIONS ON POINT 372 AS SHOWN ON THE CITYOF SAN LUIS OBISPO "BENCHMARK SYSTEM" (JANUARY 2007)HAVING PUBLISHED ELEVATION OF 200.17'.1. ALL WORK MUST BE PERFORMED IN CONFORMANCE WITH THESEPLANS, THE SPECIAL PROVISIONS PREPARED FOR THIS PROJECT &THE 2016 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS ANDENGINEERING STANDARDS, IN CONJUCTION WITH THE 2010 STATEOF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDSPECIFICATIONS AND STANDARD PLANS.2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TOCONTACT UNDERGROUND SERVICE ALERT (U.S.A.) TOLL FREE AT 811FORTY-EIGHT (48) HOURS PRIOR TO STARTING CONSTRUCTION, INORDER TO LOCATE POWER, TELEPHONE, OIL AND NATURAL GASUNDERGROUND FACILITIES. CONTRACTOR OR PERMITEE MUST ALSOCONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLET.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.3. THE CONTRACTOR MUST POSSESS A CLASS "A" OR "C-8" LICENSE ATTHE TIME THE BIDS OPEN AND DURING THE ENTIRE LENGTH OF THECONTRACT.4. THESE PLANS DO NOT INDICATE ALL OVERHEAD LINES.CONTRACTOR SHALL TAKE CARE DURING CONSTRUCTION TO AVOIDCONTACT WITH OR DAMAGE TO EXISTING OVERHEAD LINES.5. THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES IN THEVICINITY OF THE PROPOSED WORK SUCH AS EXISTING IRRIGATIONHEADS AND LINES, SHRUBBERY, VEGETATION, ETC. THECONTRACTOR MUST USE CARE TO AVOID DAMAGING ANY EXISTINGIMPROVEMENTS OR VEGETATION IN THE VICINITY OF THE WORK,AND MUST REPAIR ANY FACILITIES DAMAGED DURINGCONSTRUCTION TO THE SATISFACTION OF THE ENGINEER.6. THESE PLANS DO NOT INDICATE ALL EXISTING PAVEMENT AND CURBMARKINGS AND STRIPING IN THE VICINITY OF THE PROPOSED WORK.ANY PAVEMENT OR CURB MARKINGS OR STRIPING DISTURBEDDURING CONSTRUCTION MUST BE REPLACED IN CONFORMANCEWITH CITY STANDARDS.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 TO COMMENCINGCONSTRUCTION ACTIVITIES AND COORDINATE WITH THE UTILITYCOMPANIES AFFECTED BY CONSTRUCTION.9. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR'SLICENSED LAND SURVEYOR SHALL FILE A CORNER RECORD IN THEOFFICE OF THE SAN LUIS OBISPO COUNTY SURVEYOR FOR EACHEXISTING MONUMENT WITHIN THE PROJECT AREA THAT HAS THEPOTENTIAL TO BE DISTURBED.10.PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTSASSOCIATED WITH THE REPLACEMENT OF DAMAGED OR DISPLACEDSURVEY MONUMENTS AND SHALL NOTIFY THE CITY FIVE (5)WORKING DAYS PRIOR TO RESTORING MONUMENTS. MONUMENTSSHALL BE RESET BY A CALIFORNIA LICENSED LAND SURVEYOR ANDSHALL INCLUDE PREPARING AND FILING A CORNER RECORD WITHSAN LUIS OBISPO COUNTY.11.WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED FOR THEINSTALLATION OF NEW IMPROVEMENTS, REMOVE THE MINIMUMPOSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING INAN ATTRACTIVE CONDITION. CONSULT WITH THE CITY PRIOR TOTRIMMING IF THERE IS ANY QUESTION.12.WORK IN THE VICINITY OF TREES MUST BE DONE WITH CAUTION TOPROTECT SIGNIFICANT ROOTS ENCOUNTERED DURING EXCAVATION.ALL WORK IN THE VICINITY OF EXISTING TREES MUST BEPERFORMED IN CONFORMANCE WITH CITY STANDARDSPECIFICATIONS SECTION 77-1.03A(2).13.RAMPS HAVE BEEN DESIGNED TO MEET ADA STANDARDS. IN SOMECASES, EXISTING CONDITIONS PROHIBIT CONFORMANCE WITHTHESE STANDARDS. SUCH CASES ARE NOTED ON THE PLAN WITH ANOTE "EXEMPTION REQUIRED FOR THIS RAMP". CITY OF SAN LUISOBISPO WILL ISSUE EXEMPTIONS ONCE CONSTRUCTION ISCOMPLETED.14.BLUE HYDRANT REFLECTORS SHALL BE INSTALLED PERENGINEERING STANDARD 7920.15.USE OF DOWELS SHALL COMPLY WITH CITY STANDARDSPECIFICATION SECTION 73-1.03E.16.CONTRACTOR SHALL IDENTIFY AND REMOVE UNSUITABLESUBGRADE AND REPLACE WITH SUITABLE MATERIAL PER SECTION19-1.03B.CONCRETE STREETS ANDACCESSIBILITY IMPROVEMENTSPROJECT914551 COVER SHEET2 LEGENDS - CONSTRUCTION NOTES3 DANA STREET: STA 0+00 - 10+604 DANA - NIPOMO: INTERSECTION5 DANA - NIPOMO: SOUTH CURB RAMP6 DANA - NIPOMO: NORTH CURB RAMP7 PALM - TORO: INTERSECTION8PALM - TORO: WEST CURB RAMP9 PALM - TORO: NORTH CURB RAMP10 PALM - TORO: EAST CURB RAMP11 PALM - TORO: SOUTH CURB RAMP12PALM - JOHNSON: INTERSECTION13 PALM - JOHNSON: WEST CURB RAMP14 PALM - JOHNSON: NORTH CURB RAMP15 PALM - JOHNSON: EAST CURB RAMP16 PALM - JOHNSON: SOUTH CURB RAMP17 DETAILS AND CROSS-SECTIONSPROJECTLOCATIONSAPPROVED BYSPECIFICATION NO.FILE NO./LOCATIONDATEOFSHEETReference Documents:City Standard Specifications - January 2016 EditionCity Engineering Standards - January 2016 Editionindex to planssheet no. descriptiongeneral notes:datum:san luis obispo county, californiaMatthew A. Horn, City Engineer R.C.E. C63611APPROVED: [DATE]No. C 63611M
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IMPROVEMENTS PROJECT0.0%ACASPHALT CONCRETEBCBEGIN CURVEBFFL AC BERM FACE FLOWLINEBSWBACK OF SIDEWALKBTMXBOTTOM CURB TRANSITIONBXBOTTOM TRANSITIONCFFLCURB FACE FLOWLINECLCENTER LINECOCLEANOUTCOMMTELECOMMUNICATION MANHOLECON/CNC EDGE OF CONCRETEDI DRAINAGE INLET(E)EXISTINGEC END OF CURVEETELECTRICAL TRANSFORMERFGFINISHED GRADEFLFLOW LINEFSFINISHED SURFACEGBGRADE BREAKGPMKGAS LINE "U.S.A" PAINT MARKGTR/GUT LIP OF GUTTERGUYUTILITY POLE GUY WIREHPHIGH POINTLIP LIP OF CONCRETE GUTTERLPLIGHT POLE(N) NEWN&TNAIL AND TINNGNATURAL GROUND/GRADEPBPULL BOXPCCPORTLAND CEMENT CONCRETEPOC POINT ON CURVEPOL POINT ON LINEPPPOWER POLESDSTORM DRAIN MANHOLESIGTRAFFIC SIGNALSMHSANITARY SEWER MANHOLESNSIGNSTPTRAFFIC STRIPESW SIDEWALKTC TOP OF CURB FACETOPX TOP OF DRIVEWAY CURB TRANSITIONTRETREETXTOP TRANSITIONWMWATER METERWVWATER VALVEEXISTING GRADESNEW GRADESCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONlegendBNBN / SR / JLMGMHN/AFEB 201891455(E) MONUMENT(E) POWER POLE(E) FIRE HYDRANT(E) WATER VALVE(E) METER (TYPE AS NOTED)(E) MANHOLE OR CLEANOUT (TYPE AS NOTED)(E) SIGN - 4 WAY(E) SIGN - 2 WAY(E) UTILITY PULL BOX(E) GUY WIRE(E) LIGHT STANDARD(E) TRAFFIC SIGNAL ARM(N) AC PAVEMENT(N) AC OVER PCC PAVEMENT(N) PAVING GRID(N) CONCRETE(N) TRUNCATED DOMES(N) PAINTED RED CURB(E) RETAINING WALLFLOW LINESIGNAL CONDUITSTREET CENTERLINEAPPROVED: [Month Day, Yr]No. C 79870B
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FORNIA MILL (E) CONCRETE PAVEMENT AND INSTALL AC OVERLAY PER DETAIL 1, SHEET 17.REMOVE (E) CONCRETE PAVEMENT AND REPLACE WITH 6” ASPHALT CONCRETEPAVEMENT SECTION PER ENGINEERING STANDARD 6020, CASE 1.REMOVE (E) CONCRETE PAVEMENT AND REPLACE WITH 10” ASPHALT CONCRETEPAVEMENT SECTION PER ENGINEERING STANDARD 6020, CASE 1.REMOVE (E) AC/PCC PAVEMENT AND REPLACE WITH AC/PCC PAVEMENT SECTIONPER ENGINEERING STANDARD 6025, CASE 2.REMOVE (E) ASPHALT CONCRETE PAVEMENT AND REPLACE WITH 6” ASPHALTCONCRETE PAVEMENT SECTION PER ENGINEERING STANDARD 6020, CASE 1.REMOVE (E) ASPHALT CONCRETE PAVEMENT AND REPLACE WITH 10” ASPHALTCONCRETE PAVEMENT SECTION PER ENGINEERING STANDARD 6020, CASE 1.REMOVE EXISTING CURB RAMP, INCLUDING CURB, GUTTER, AND SIDEWALK, ANDREPLACE IN ACCORDANCE WITH THE DESIGN SHOWN ON THE INDICATED SHEETFOR EACH LOCATION.UPGRADE / ADJUST WATER VALVE TO FINISHED GRADE PER ENGINEERINGSTANDARD 6040.UPGRADE / ADJUST SANITARY SEWER MANHOLE OR CLEANOUT TO FINISHEDGRADE PER ENGINEERING STANDARD 6040.UPGRADE / ADJUST/RESET SURVEY MONUMENT PER ENGINEERING STANDARD9020.ADJUST COMMUNICATIONS MANHOLE TO FINISHED GRADE. COORDINATE WITHAFFECTED UTILITY.REMOVE AND REPLACE (E) CONCRETE PAVEMENT WITH MISSION STYLE CONCRETE CROSS GUTTER PER ENGINEERING STANDARD 4310, R = 10'. FINISH TO BE BROOM FINISH AND NOT SALT FINISH.REMOVE AND REPLACE (E) CONCRETE PAVEMENT WITH STANDARD CONCRETECROSS GUTTER PER ENGINEERING STANDARD 4310, R = 10'.INSTALL 12” WHITE STRIPE.INSTALL PAVEMENT MARKING.REMOVE (E) CONCRETE PAVEMENT AND REPLACE WITH 8" CONCRETE STREET(GRAY CONCRETE) SECTION PER ENGINEERING STANDARD 6020. INSTALLEXPANSION JOINTS WITH SMOOTH DOWELS (5' SPACING) AT LONGITUDINALCENTER OF STREET AND 20' SECTIONS LATERALLY.construction notesutility legend123456789101112131415WGSCOMMEWATERSEWERGASCOMMUNICATIONSELECTRICALAS SHOWN ON SHEETS 3, 4, 6 AND 103a
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8" CI WATER18" VCP SEWER18" VCP SEWER18" VCP SEWER6" VCP SEWER6" VCP SEWER18" VCP SEWER6" VCP SEWER(E) 6" CONCRETE STREET1779178415 421441, 451, 459
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SHEET 4MATCHLINE10+60GGGGGGMATCHLINE2" GAS2" GAS8" CI WATER18" VCP SEWER6" VCP SEWER8" CI WATER18" VCP SEWER6" VCP SEWER8" CI WATER18" VCP SEWERN(E) 6" CONCRETE STREET718787back of walkback of walkback of walkback of walk515507525531
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117TYP.(N) PAVING GRIDDANA STREET: STA 0+00 - 10+603CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION17CONCRETE STREETS AND ACCESSIBILITY
IMPROVEMENTS PROJECTAPPROVED: [Month Day, Yr]BNBN / SR / JLMGMHAS NOTEDFEB 201891455No. C 79870B
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GGSTOPSSWW02010SCALE IN FEETSS11+00NG10+60MATCHLINESHEET 3
2" GAS8" CI WATER18" VCP SEWER30" PVC SEWER18" VCP SEWER3" GAS12" WATER30" PVC SEWER3" GAS12" WATERW1413ADA PATH OF TRAVEL. PAVE AT2% MAX CROSS SLOPE IN EITHERDIRECTION ALONG 5' WIDE PATHOF TRAVEL.MATCH (E) GRADE23a66SEE SHEET 53a216'29'CONFORM PERDETAIL B, SHEET 171.5'14% MAX4% MAX
SEE SHEET 6DANA - NIPOMO INTERSECTION4CITY SPECIFICATION NO.DATE:PROJECT TITLE:
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BNBN / SR / JLMGMHAS NOTEDFEB 201891455APPROVED: [Month Day, Yr]No. C 79870BRIAN A. NELSONCIVILR EGISTERED PROFESSIONAL ENGINEERSTATE OF CALIFORNIA D A N AN I P O M O MILL (E) CONCRETE PAVEMENT AND INSTALL ACOVERLAY PER DETAIL 1, SHEET 17.REMOVE (E) CONCRETE PAVEMENT AND REPLACEWITH 6” ASPHALT CONCRETE PAVEMENT SECTIONPER ENGINEERING STANDARD 6020, CASE 1.REMOVE (E) CONCRETE PAVEMENT AND REPLACEWITH 10” ASPHALT CONCRETE PAVEMENTSECTION PER ENGINEERING STANDARD 6020,CASE 1.REMOVE EXISTING CURB RAMP, INCLUDING CURB,GUTTER, AND SIDEWALK, AND REPLACE INACCORDANCE WITH THE DESIGN SHOWN ON THEINDICATED SHEET FOR EACH LOCATION.INSTALL 12” WHITE STRIPE.INSTALL PAVEMENT MARKING.261314construction notes31
GGREMOVE AND REINSTALL POSTAND SIGNS PER ENG STD 7210REPLACE SIDEWALK UNDERDRAINPER ENG STD 3415PAINT CURB RED1.9%0%1.5%1.4%6.
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%0.7%REPLACE SIDEWALKUNDERDRAIN PERENG STD 3415R = 10'PROTECT IN PLACE EXISTINGCURB AND RAILING. DAMAGE TOPROPERTY SHALL BE REPAIRED ATCONTRACTOR'S SOLE EXPENSE1.5%(N) RETAINING CURB. HEIGHT TOBE DETERMINE DURINGCONSTRUCTION(E) TREE AND TREE WELL,PROTECT IN PLACE. CONCRETESHALL BE POURED FLUSH WITHTREE GRATE PER CITY STD.8130. REPLACE MISSION TILESAT CURB LINE ONLY.2.3%4.8'1.5%2.0'CLASS I CONCRETESW WITHINTHESE LIMITS6.0%7.5'5.7'INSTALL (N) MISSION STYLESIDEWALK PER ENGINEERINGSTANDARD 4220, TYP.DANA - NIPOMO: SOUTH CURB RAMP5CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION17CONCRETE STREETS AND ACCESSIBILITY
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3.9%0.7%1.5%6.5'1.5%4.4%TRANSITION TO (E) CROSS SLOPEOVER DISTANCE SHOWNREINSTALL (E) STREET SIGNPER ENG STD 7210. INSTALL AT(N) LOCATION AS AGREED UPONBY ENGINEERINSTALL (N) MISSION STYLESIDEWALK TYP., PER ENG STD 4220PROTECT IN PLACE (E) GUY WIREINSTALL (N) MISSION STYLESIDEWALK TYP., PER ENG STD 42203.1'5.0'4.6'3.2'2.0'7.5%DANA - NIPOMO: NORTH CURB RAMP6CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION17CONCRETE STREETS AND ACCESSIBILITY
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STOPGGGGN(E) 8" CI WATER(E) 8" CI WATER(E) 2" GAS
(E) 2" GAS(E) 2" GAS(E) 8" WATER
SSSSTOPS(ABD) 6" CI WATER WW(E) 6" SEWER
COMM(E) AT&T(E) AT&T(E) AT&T(E) AT&T WWW(E) 6" SEWER(E) 6" SEWER6SEE SHEET 116SEE SHEET 86SEE SHEET 96SEE SHEET 10(E) AT&T 1015MATCH (E) GRADE
MATCH (E) GRADE MATCH (E) GRADEMATCH (E) GRADE1347(4) TOTAL11897111544317.5'3.3%1.2%1.5-3%1.5-3%1.5-3%1.5-3%4.4%5.2%GRAY CONCRETEGRAY CONCRETEPALM - TORO INTERSECTION7CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION17CONCRETE STREETS AND ACCESSIBILITY
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STOP7.7
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2.6%1.5%1.5%5.0'1.5%8.6%2.7%7.5%9.4'6" AC PAVEMENT PERCITY STD. 4110R = 10'0.2%PAINT CURB RED15.0'8.3'9.4'MISSION STYLE SW LIMITSNOTE: EXEMPTION REQUIREDFOR THIS RAMPINSTALL (N) SIDEWALKPER ENG STD 4110INSTALL (N) MISSION STYLESIDEWALK PER ENG STD 422010.6%2' TRANSITION AREA TO BE USED TO TRANSITIONTO (E) SIDEWALK CROSS SLOPE10.0'19.8'3' TRANSITION AREA TO BE USED TOTRANSITION TO (E) SIDEWALK CROSSSLOPE2.0'(N)RETAINING CURB1.5%PAINT CURB RED5.0%5.0%1.5'GRAY SIDEWALK LIMITSMAIL BOXPALM - TORO WEST CURB RAMP8CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION17CONCRETE STREETS AND ACCESSIBILITY
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3' TRANSITION AREA TO BE USED TOTRANSITION TO (E) SIDEWALK CROSSSLOPE2' TRANSITION AREA TO BE USED TOTRANSITION TO (E) SIDEWALK WIDTHAND TO (E) CROSS SLOPE1.4%(N)RETAINING CURBINSTALL (N) SIDEWALKPER ENG STD 4110PAINT CURB RED5.0%
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9.4'NOTE: EXEMPTION REQUIREDFOR THIS RAMPMISSION STYLE SW LIMITSGRAY SIDEWALK LIMITSGRAY SIDEWALK LIMITSINSTALL NEW FIRE HYDRANT SPOOLTO PROVIDE PROPER CLEARANCEBETWEEN UNDERSIDE OF FLANGE ANDSIDEWALK SURFACE, PER ENG STD6310 NOTE 6. INSTALL BLUE HYDRANTREFLECTORS PER ENG STD 7920PALM - TORO: NORTH CURB RAMP9CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION17CONCRETE STREETS AND ACCESSIBILITY
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STOP1.3%NOTE: EXEMPTION REQUIREDFOR THIS RAMPR = 10'8.7%PAINT CURB RED1.5%(N)RETAINING CURB4.0%1.5%8.8%9.7%1.5%6.1'7.7%0%0.8%4.4%12.5%15.0'7.0%6' TRANSITION AREA TO BE USED TOTRANSITION (E) SIDEWALK CROSSSLOPEPAINT CURB RED6" AC PAVEMENT PERENG STD. 41102.6%4.7%INSTALL (N) MISSION STYLESIDEWALK PER ENG STD 4220INSTALL (N) SIDEWALKPER ENG STD 41101.5'4.7%8.2%
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6.9%4.2%5.3%1.4%5.0%9.5'9.0'
MISSION STYLE SW LIMITS
GRAY SIDEWALK LIMITS
PALM - TORO: EAST CURB RAMP10CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION17CONCRETE STREETS AND ACCESSIBILITY
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STOPR = 5.8'ADJUST UTILITY VAULT TONEW FINISHED SURFACE10.0'4.5'PROTECT IN PLACE (E)POWER POLEADJUST UTILITY VAULT TO NEWFINISHED SURFACEREMOVE (E) POST ANDINSTALL (N) POST AND SIGNSPER ENG STD 72106.6%
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8.3%4.2'11.0'7.4%INSTALL (N) MISSION STYLESIDEWALK PER ENG STD 42202' TRANSITION AREA TO BE USED TO TRANSITIONTO (E) SIDEWALK CROSS SLOPEPAINT CURB RED (9.6')6" AC PAVEMENT PER ENGSTD. 41104.0%15.0'1.5%11.9%
9.1'9.9'1.5'NOTE: EXEMPTION REQUIREDFOR THIS RAMPPALM - TORO: SOUTH CURB RAMP11CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION17CONCRETE STREETS AND ACCESSIBILITY
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WWWGGSTOPCOMM COMMSSS(E) 6" SEWER(E) 6" SEWER(E) 8" CI WATER(E) TELE(E) 6" SEWERG
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(E) 6" CI WATER
(E) 8" CI WATERCOMMCOMM(E) 2" GAS
(E) 2" GASN(E) 2" GAS(E) TELE6666SEE SHEET 13SEE SHEET 14SEE SHEET 15SEE SHEET 16STOPMATCH (E) GRADEMATCH (E) GRADEMATCH (E) GRADEMATCH (E) GRADE
COMMCOMM(E) TELE - ATT(E) 2" GAS
(E) TELE - ATT
(E) 6" CI WATER
(E) TELE 434107(3) TOTAL151413COMM(E) TELE - LEVEL 37712810955712131415(E) TELE 1.5%1.5-3%1.5-3%1.5-3%1.5-3%2.1%1.8%0%16'16'GRAY CONCRETEGRAY CONCRETEPALM - JOHNSON INTERSECTION12CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION17CONCRETE STREETS AND ACCESSIBILITY
IMPROVEMENTS PROJECT
BNBN / SR / JLMGMHAS NOTEDFEB 201891455APPROVED: [Month Day, Yr]No. C 79870B
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NIA P A L MJ O H N S O Nconstruction notes(SEE SHEET 2)
11%
1.2%
5
.
0
'2.2%3.0%1.5%INSTALL (N) SIDEWALKPER ENG STD 4110R = 10'5.0'1
.
5%1.0%15.0'
10%7.3%REPLACE 3" PIPESIDEWALK UNDERDRAINPER ENG STD 3415(E) CONCRETE RETAININGWALL, PROTECT IN PLACE1.5%4.1%3.5%6.1%1.5%3.0'12.7'1.5'6" AC PAVEMENT PERENG STD 41108.0%3.4%5.2%6.6%PAINT CURB REDPAINT CURB RED7.5%3.5%1
.
4%
9.8'9.6'4.8%1.5'1.5'(N) RETAINING CURB, TOPOF CURB TO MATCH (E) BSWELEVATION4.5'3.4%5.3%10%NOTE: EXEMPTION REQUIREDFOR THIS RAMP5.6'PALM - JOHNSON: WEST CURB RAMP13CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION17CONCRETE STREETS AND ACCESSIBILITY
IMPROVEMENTS PROJECT
BNBN / SR / JLMGMHAS NOTEDFEB 201891455APPROVED: [Month Day, Yr]No. C 79870B
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STOP PROTECT IN PLACE (E) FIREHYDRANT. INSTALL BLUEHYDRANT REFLECTORS PERENG STD 79204
.
8%1.5%7
.
5%
1.5%
5.4%1.5%2.4%9.8%
9.8%3.0'REMOVE ANDREINSTALL EXISTINGPOST AND SIGNS PERENG STD 7210INSTALL (N) SIDEWALKPER ENG STD 411015.0'1
.
5%
15.0'5.0'ADJUST MH LID TO NEWFINISHED SURFACEELEVATION(E) BLOCK RETAINING WALL,PROTECT IN PLACE, TYP.1.2%1.2%
5
.
9
'4.7%4.7%3.0%3' TRANSITION AREA TO BE USED TOTRANSITION TO (E) SIDEWALK CROSSSLOPE10.5%14.2%3.2%11.4%
13.9%1.5%2' TRANSITION AREA TO BE USED TOTRANSITION TO (E) SIDEWALK CROSSSLOPE11.6'INSTALL (N) SIDEWALKPER ENG STD 41102.0'11.4'
5
.
0%
5
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0%1.5%9.6'9.4'11.4%2.4%0%1.5'(N) RETAINING CURB, TOP OFCURB TO MATCH (E) BSWELEVATION6" AC PAVEMENT PERENG STD 4110NOTE: EXEMPTION REQUIREDFOR THIS RAMP3.5'PAINT CURB REDPAINT CURB REDPALM - JOHNSON: NORTH CURB RAMP14CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION17CONCRETE STREETS AND ACCESSIBILITY
IMPROVEMENTS PROJECT
BNBN / SR / JLMGMHAS NOTEDFEB 201891455APPROVED: [Month Day, Yr]No. C 79870B
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1.2%4.7%14.3%INSTALL (N) SIDEWALKPER ENG STD 41101.5%4.
2
'
6.1%
1
.
5%10.5%0.8%0%7.1%6.0%PROTECT IN PLACE (E)POWER POLE AND UTILITYBOX2.0'
16.0%
14%
15.2%1.5%18.3%REMOVE ANDREINSTALL EXISTINGPOST AND SIGNS PERENG STD 72103.6%0.5%10" AC PAVEMENT PERENG STD 41101.5'2.0'R = 10'4.5'7.5%1.5%5.3'5.0'
16.0%10.0'INSTALL (N) CURB AND GUTTERPER ENG STD 40303.5%3.5%1
.
4%1.5'PROTECT IN PLACE (E)UTILITY VAULTNOTE: EXEMPTION REQUIREDFOR THIS RAMPPAINT CURB REDPAINT CURB REDPALM - JOHNSON: EAST CURB RAMP15CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION17CONCRETE STREETS AND ACCESSIBILITY
IMPROVEMENTS PROJECT
BNBN / SR / JLMGMHAS NOTEDFEB 201891455APPROVED: [Month Day, Yr]No. C 79870B
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4.2'1
.
0%14.3%1.
5%INSTALL (N) SIDEWALKPER ENG STD 41104.0'3.0'1.0%4
.
2
'ADJUST WATER SERVICE METER BOXES TOFINISHED SURFACE ELEVATION17.2%0.6%12.9'17%16.7%2.0'3.0'10" AC PAVEMENTPER ENG STD 4110PAINT CURB RED14.9%1.7%REMOVE ANDREINSTALL EXISTINGPOST AND SIGNS PERENG STD 72109.9'9.5'
1.
0%
2.
3%STOP1.4%1.0%5.2%4.5%NOTE: EXEMPTION REQUIREDFOR THIS RAMP7.5%1.0%PALM - JOHNSON: SOUTH CURB RAMP16CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION17CONCRETE STREETS AND ACCESSIBILITY
IMPROVEMENTS PROJECT
BNBN / SR / JLMGMHAS NOTEDFEB 201891455APPROVED: [Month Day, Yr]No. C 79870BRIAN A. NELSONCIVILR EGISTERED PROFESSIONAL ENGINEERSTATE OF CALIFORNIA
P A L MJ O H N S O N
NOT TO SCALETYPICAL X-SECTION: DANA STREET1NOTES:1. MILL (E) PCC PAVEMENT TO THE WIDTHS AND DEPTHS SHOWN.2. INSTALL 34" THICK AC LEVELING COURSE, PAVING GRID, AND 1 34" THICK SURFACECOURSE OVER PAVING GRID.(E) PCC CURB℄SEE NOTES 1 & 2(E) SUBGRADE40' TYP.10.5'10.5'8'AC TAPERMILL 1" TO PRODUCE EVENSURFACE FOR AC OVERLAY8'AC TAPER(E) 6" PCC PAVEMENTSEE DETAIL A, THIS SHEET.TYPICAL EACH SIDESEE NOTE 21.5'1.5'(E) PCC, SEE NOTE 3NOTES:1. MILL (E) PCC PAVEMENT TO THE WIDTHS AND DEPTHS SHOWN PER DETAIL 1.2. 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 DETAILAMILL PCC 1"SEE NOTE 118"OR MATCH (E)8' AC TAPER2 12" to 1"SEE NOTE 2TACK COAT(N) 6" AC STREETNOTES:1. MILL (E) PCC PAVEMENT TO THE WIDTHS AND DEPTHS SHOWN PER DETAIL 1.2. INSTALL 34" THICK AC LEVELING COURSE, PAVING GRID, AND 1 34" THICK SURFACECOURSE OVER PAVING GRID.NOT TO SCALECONFORM DETAILB(E) 6" PCC PAVEMENTSEE NOTE 115'TAPER AC THICKNESS2 12" TO 1"1" MILL1" MILLSEE NOTE 2MILL AREATACK COATTACK COATNOTES: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 34" (N) PCCINSTALL DOWELS PERENG. STD. 6020, NOTE 7GENERAL PAVING NOTES:1. PAVE HMA IN MAXIMUM LIFTS OF 3 INCHES.2. HMA AGGREGATE SIZES SHALL COMPLY WITHSECTION 39-3.01.3.APPLY TACK COAT PER SECTION 39-1.09 C, INCLUDING BETWEEN HMA LIFTS.4. PRIOR TO PAVING, COMPACT THE TOP 6INCHES OF EXPOSED SUBGRADE TO 95%RELATIVE COMPACTION.DETAILS AND CROSS-SECTIONS17CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION17CONCRETE STREETS AND ACCESSIBILITY
IMPROVEMENTS PROJECT
BNBN / SR / JLMGMHAS NOTEDFEB 201891455APPROVED: [Month Day, Yr]No. C 79870B
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