HomeMy WebLinkAbout13 1000023 100% PLANSAPPROVED BYSPECIFICATION NO.DATEofSHEETReference Documents:City Standard Specifications - May 2018 EditionCity Engineering Standards - May 2018 Editionindex to planssheet no.descriptionsan luis obispo county, californiaMatthew A. Horn, City Engineer R.C.E. C63611 Approved Date12APRIL 20191000023SOUTH BROAD STREETIMPROVEMENTS1 123456789101112FILE NO./LOCATIONAPRIL 9, 20191.ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE PLANS, SPECIAL PROVISIONSPREPARED FOR THIS PROJECT AND THE 2018 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONSAND ENGINEERING STANDARDS, IN CONJUNCTION WITH THE STATE OF CALIFORNIA DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS, 2015 EDITION (UNREVISED).2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUNDSERVICE ALERT OF NORTHERN/CENTRAL CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURSPRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GASUNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO CONTACT THE APPROPRIATEAGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUNDFACILITIES.3.THE CONTRACTOR SHALL POSSESS A CLASS "A" OR "C12" LICENSE AT THE TIME THE BIDS OPEN ANDDURING THE ENTIRE LENGTH OF THE CONTRACT.4.THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES IN THE VICINITY OF THE PROPOSED WORKSUCH AS EXISTING IRRIGATION HEADS AND LINES, SHRUBBERY AND VEGETATION, ETC. THECONTRACTOR MUST USE CARE TO AVOID DAMAGE TO ANY EXISTING IMPROVEMENTS OR VEGETATIONIN THE VICINITY OF THE WORK, AND MUST REPAIR ANY FACILITIES DAMAGE DURING CONSTRUCTIONTO THE SATISFACTION OF THE ENGINEER.5.WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION IT MUST BE DONEIN A MANNER TO REMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THEREMAINING IN AN ATTRACTIVE CONDITION. CONTRACTOR TO HIRE CERTIFIED ARBORIST FOR TREETRIMMING TO ALLOW NECESSARY EQUIPMENT CLEARANCE. NOTIFY THE ENGINEER IN ADVANCE OFTHE WORK.6.THESE PLANS DO NOT INDICATE ALL OVERHEAD LINES. CONTRACTOR SHALL TAKE CARE DURINGCONSTRUCTION TO AVOID CONTACT WITH OR DAMAGE TO EXISTING OVERHEAD LINES.7.ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTIONSHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'SSOLE EXPENSE.8.CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND AGENCIES WITH SERVICES IN THE AREAPRIOR TO COMMENCING CONSTRUCTION ACTIVITIES AND COORDINATE WITH THE UTILITY COMPANIESAFFECTED BY CONSTRUCTION.9.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR'S LICENSED LAND SURVEYOR SHALL FILEA CORNER RECORD IN THE OFFICE OF THE SAN LUIS OBISPO COUNTY SURVEYOR FOR EACH EXISTINGMONUMENT WITHIN THE PROJECT AREA THAT HAS THE POTENTIAL TO BE DISTURBED.10.PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION. THE CONTRACTOR SHALL BERESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE REPLACEMENT OF DAMAGED OR DISPLACEDSURVEY MONUMENTS AND SHALL NOTIFY THE CITY FIVE (5) WORKING DAYS PRIOR TO RESTORINGMONUMENTS. MONUMENTS SHALL BE RESET BY A CALIFORNIA LICENSED LAND SURVEYOR AND SHALLINCLUDE PREPARING AND FILING A CORNER RECORD WITH SAN LUIS OBISPO COUNTY.11.ALL STRIPING AND MARKINGS SHALL BE THERMOPLASTIC PER CALTRANS STANDARD PLANS A20A,A20B, A20C, A20D, A24A, A24B, A24C, A24D, AND A24E. ANY STRIPING NOT MARKED FOR REMOVALSHALL BE PROTECTED IN PLACE.12.ALL CURB, GUTTER, AND SIDEWALK IMPROVEMENTS SHALL BY COMPLETED PRIOR TO THE START OFPAVING WORK.13.CONCRETE SIDEWALKS SHALL CONFORM TO ENGINEERING STANDARD 4110.14.REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENGINEERING STANDARD4910.15.BIKE LANE BUFFER SHALL COMPLY WITH DETAIL A, SHEET 6.16.WHERE NO CURB AND GUTTER EXISTS AND EDGE OF PAVEMENT IS OBSTRUCTED BY VEGETATION,CONTRACTOR SHALL TRIM BACK VEGETATION TO REVEAL EDGE OF PAVEMENT PRIOR TOIMPROVEMENTS.17.BLUE HYDRANT REFLECTORS MUST BE INSTALLED PER ENGINEERING STANDARD 7920 WHERE FIREHYDRANTS EXIST.18.CONTRACTOR MUST IDENTIFY AND REMOVE UNSUITABLE SUBGRADE AND REPLACE WITH SUITABLEMATERIAL PER SECTION 19-1.03B.19.CONTRACTOR MUST MAINTAIN A MINIMUM BIKE LANE WIDTH OF 5 FEET MEASURED FROM THE CURB.RKnow what's below. Call before you dig.SYMBOLSEWER MANHOLEUTILITY COVERWATER VALVEMONUMENTgeneral notes:legend:PROJECTLOCATIONSHEET 5SHEET 4SHEET 3SHEET 2VICINITY MAP, GENERAL NOTESBROAD STREET: STATION 0+00 TO 9+50BROAD STREET: STATION 9+50 TO 19+50BROAD STREET: STATION 19+50 TO 29+00BROAD STREET: STATION 29+00 TO 39+00DETAILSCURB RAMP: BROAD & AEROVISTA SWCURB RAMP: BROAD & FIERO SWCURB RAMP: BROAD & FIERO NWCURB RAMP: BROAD & EL CAPITAN SECURB RAMP: BROAD & EL CAPITAN NECURB RAMP: BROAD & TANK FARM SE6" MILL AND FILLDETAIL "B", SHEET 6(E) CONCRETEPROTECT IN PLACEENG STD. REF.6610, 60409020, 60406340, 6040COORDINATES FOR THIS PROJECT ARE CALIFORNIA COORDINATE SYSTEM NAD83, ZONE 5, US SURVEYFEET, AS DETERMINED BY GPS OBSERVATIONS ON POINTS 8201 AND 8091 AS SHOWN ON THE CITY OF SANLUIS OBISPO "HORIZONTAL CONTROL NETWORK" (JANUARY 2007), BEING N05°04'30"W.THE ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY GPS OBSERVATIONS ON POINT 98 ASSHOWN ON THE CITY OF SAN LUIS OBISPO "BENCHMARK SYSTEM" (JANUARY 2007) HAVING PUBLISHEDELEVATION OF 200.17'.FIRE HYDRANT7920No. C 63611M
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9+508'3.5'11'11'13'±11'11'3.5'8'DETAIL 22(198 LF)4" WHITE(145 LF)DETAIL 12(60 LF)TYPE IV ARROWTYP. (15 SF)TYPE III ARROWTYP. (42 SF)BIKE LANE SYMBOL &ARROW, TYP. (10.5 SF)12" WHITE(45 LF)12" WHITE(93 LF)12" WHITE(85 LF)TYPE III ARROWTYP. (42 SF)13'±8'3.5'11'11'11'11'11.5'DETAIL 12(cont'd)BIKE LANE BUFFER,SEE DETAIL A, SHEET 6(cont'd)BIKE LANE BUFFER,SEE DETAIL A, SHEET 6(cont'd)EXISTINGTRAFFIC LOOPSABANDONEDEXISTING TRAFFICLOOPS ABANDONEDTYPE VI ARROWTYP. (42 SF)(E) GRATEPROTECT INPLACEREMOVE AND REPLACE STRIPINGOUTSIDE OF PAVING WORK(E) CATCH BASINPROTECT IN PLACE8'3.5'11'11'13'20'3.5'10'±DETAIL 39A(152 LF)DETAIL 39A(121 LF)BIKE LANE BUFFERSEE DETAIL A, SHEET 6(172 LF)DETAIL 39A(315 LF)BROADSTREETAERO DR4554 BROADBUSINESS ACCESS4546 BROADFERGUSON ACCESSAIRP
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8'3.5'11'11'13.0'16'3.5'14'±BIKE LANE BUFFER,SEE DETAIL A, SHEET 6(123 LF)BIKE LANE BUFFER,SEE DETAIL A, SHEET 6(763 LF)TYPE III ARROWTYP. (42 SF)4" WHITE(90 LF)"AHEAD" LEGEND(31 SF)BIKE LANEARROW(3.5 SF)DETAIL 22(655 LF)DETAIL 32(182 LF)DETAIL 32(179 LF)DETAIL 12(495 LF)BIKE LANE BUFFER,SEE DETAIL A, SHEET 6(550 LF)DETAIL 39A(88 LF)BIKE LANE SYMBOL &ARROW, TYP. (10.5 SF)EDGE OF PAVEMENTCALTRANS(E) STRIPINGPROTECT IN PLACE13'3.5'12'13.0'12'3.5'7'±8'3.5'11'11'13'20'3.5'10'±DETAIL 39A(109 LF)BIKE LANE SYMBOL &ARROW, TYP. (10.5 SF)BIKE LANE SYMBOL &ARROW, TYP. (10.5 SF)CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSOUTH BROAD STREET IMPROVEMENTS
BNKHMGMH1" = 40'APRIL 2019100002312 BROAD STREET: STA 0+00 - STA 9+50CIVILREGISTER
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19+508'3.5'11'11'13'±11'11'3.5'8'DETAIL 12(cont'd)TYPE IV ARROWTYP. (15 SF)BIKE LANE SYMBOL &ARROW TYP. (10.5 SF)DETAIL 22(250 LF)4" WHITE(199 LF)DETAIL 32(377 LF)DETAIL 32(376 LF)(N) CURB RAMPIMPROVEMENTSSEE SHEET 78'3.5'13'±11'11.5'11'11'11'DETAIL 12(cont'd)BIKE LANE BUFFERSEE DETAIL A, SHEET 6(300 LF)BIKE LANE BUFFERSEE DETAIL A, SHEET 6(cont'd)REPLACE 2 (E) GRATESWITH TYPE 24-10S GRATESPER CALTRANS STD D77BDETAIL 39A(180 LF)DETAIL 39A(281 LF)DETAIL 39A(138 LF)BROADSTREETAEROVISTA
PL4464 BROADCOMMUNITY WESTBANK ACCESS4420 BROADFASTENALACCESSBROADSTREETMATCHLINE BROAD9+50
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14+5011.5'11'11'13'±11'11'3.5'8'BIKE LANE SYMBOL &ARROW, TYP. (10.5 SF)TYPE III ARROWTYP. (42 SF)4" WHITE(13 LF)BIKE LANE BUFFERSEE DETAIL A, SHEET 6(667 LF)TYPE IV ARROWTYP. (15 SF)BIKE LANE BUFFERSEE DETAIL A, SHEET 6(276 LF)DETAIL 39A(cont'd)DETAIL 22(252 LF)DETAIL 12(880 LF)DETAIL 32(396 LF)DETAIL 32(396 LF)13'±8'3.5'11'11'11'11'11.5'DETAIL 12(1317 LF)8'3.5'11'11'13'±11'11'3.5'8'4468 BROADWINESNEAK ACCESSREPLACE 2 (E) GRATES WITHTYPE 24-10S GRATES PERCALTRANS STD D77BBIKE LANE BUFFERSEE DETAIL A, SHEET 6(cont'd)DETAIL 39A(170 LF)CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSOUTH BROAD STREET IMPROVEMENTS
1" = 40' BROAD STREET: STA 9+50 - STA 19+50BNKHMGMHAPRIL 2019100002312CIVILR EGISTER
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29+0011'11'13'±11'11'3.5'8'BIKE LANE BUFFERSEE DETAIL A, SHEET 6(278 LF)BIKE LANE SYMBOL& ARROW,TYP.(10.5 SF)DETAIL 12(459 LF)DETAIL 39A(286 LF)BIKE LANE BUFFERSEE DETAIL A, SHEET 6(462 LF)DETAIL 32(260 LF)DETAIL 32(260 LF)DETAIL 39A(227 LF)TYPE IV ARROWTYP. (15 SF)DETAIL 12(650 LF)(N) CURB RAMPIMPROVEMENT SEESHEETS 8 AND 98'3.5'BIKE LANE BUFFERDETAIL A, SHEET 6(258 LF)EDGE OF PAVEMENTEDGE OF PAVEMENT11'11'13'±11'3.5'11'8'11.5'RED CURB PAINT(100 LF)RED CURB PAINT(150 LF)DETAIL 39A(112 LF)DETAIL 39A(62 LF)BROADSTREETFIEROLN
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SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSOUTH BROAD STREET IMPROVEMENTS
1" = 40' BROAD STREET: STA 19+50- STA 29+00BNKHMGMHAPRIL 2019100002312CIVILR EGISTER
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WORK 6'2.5'10.5'10.5'10.5'10.5'10.5'10.5'2.5'6'11'17'±11'11'3.5'6'11'9.5'(N) CURB RAMPIMPROVEMENTSSEE SHEET 12DETAIL 12(570 LF)DETAIL 39A(139 LF)DETAIL 12(573 LF)DETAIL 22(390 LF)DETAIL 22(98 LF)4" WHITE(277 LF)4" WHITE(278 LF)DETAIL 39A(192 LF)TYPE I (10) ARROWTYP. (14 SF)BIKE LANE SYMBOL &ARROW, TYP. (10.5 SF)TYPE IV ARROWTYP. (15 SF)TYPE VII ARROWTYP. (27 SF)4" WHITE(56 LF)12" WHITE(11 LF)12" WHITE(95 LF)BIKE LANE BUFFERDETAIL A, SHEET 6(148 LF)12" WHITE(108 LF)6'11'2.5'11'11'11'11'11'8.5'BIKE LANE BUFFERDETAIL A, SHEET 6(123 LF)4" WHITE(56 LF)EXISTING TRAFFICLOOPS ABANDONED(E) GRATEPROTECT IN PLACE13'DETAIL 39A(126 LF)BROADSTREETTANK FARM
ROAD4090 BROADBUSINESSCENTER ACCESS4051 BROADMINDBODY ACCESSBIKE LANE BUFFERDETAIL A, SHEET 6(151 LF)34+50BROADSTREETMATCH LINE BROAD29+00
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BROAD8'3.5'"SIGNAL" LEGENDTYP. (32 SF)"AHEAD" LEGENDTYP. (31 SF)DETAIL 39A(200 LF)DETAIL 32(368 LF)BIKE SYMBOL& ARROW TYP.(10.5 SF)TYPE IV ARROWTYP. (15 SF)DETAIL 32(224 LF)DETAIL 32(224 LF)(N) CURB RAMPIMPROVEMENTSSEE SHEETS10 AND 118'3.5'11'13'±11'11.5'11'11'EL CAPITAN (E) CONCRETE BRIDGEPROTECT IN PLACE.REMOVE AND REPLACESTRIPING ON BRIDGE DECKDETAIL 32(368 LF)BIKE LANE BUFFERDETAIL A, SHEET 6(145 LF)BIKE LANE BUFFERSEE DETAIL A, SHEET 6(cont'd)DETAIL 12(cont'd)DETAIL 12(360 LF)4111 BROADCREEKSIDE CENTERACCESS4051 BROADMINDBODY ACCESSREPLACE 2 (E) GRATES WITH TYPE 24-10SGRATES PER CALTRANS STD D77BDETAIL 39A(120 LF)DETAIL 39A(125 LF)DETAIL 39A(88 LF)BIKE LANE SYMBOL &ARROW, TYP. (10.5 SF)3.5'11'11'13'±11'11'3.5'8'BIKE LANE BUFFERSEE DETAIL A, SHEET 6(64 LF)CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSOUTH BROAD STREET IMPROVEMENTS
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NOT TO SCALEBIKE LANE BUFFER DETAIL6" WHITE STRIPE, TYP.THROUGH TRAFFIC20' O.C.4" WHITE STRIPE@ 45°, TYP.TYPICAL BIKE LANE BUFFERDIMENSION PER PLAN(18" MINIMUM)A(E) CURB AND GUTTER OREDGE OF PAVEMENT, TYP.REMOVE 6" OF EXISTINGMATERIAL AND REPLACEWITH 6" OF HMA (SEE NOTE 4)℄(E) AGGREGATE BASEVARIES FROM 5"-18"NOT TO SCALETYPICAL X-SECTION: BROAD STREETWIDTH VARIES(SEE PLAN)(SEE NOTE 2)(SEE NOTE 2)NOTES:1.SEE PAVEMENT EVALUATION REPORT FOR EXISTING PAVEMENT CORING INFORMATION,SPECIAL PROVISIONS (APPENDIX C).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 5 - 9 INCHES4.PLACE 6 INCHES OF NEW HMA IN TWO LIFTS. THE INITIAL LIFT MUST BE 3 INCHES THICK (3/4"AGGREGATE) AND FINAL LIFT BE 3 INCHES THICK (3/4" 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.HMA AGGREGATE SIZE MUST COMPLY WITH SECTION 39-3.01.BDEPTH OF EXISTINGHMA LAYER VARIESFROM 5"-9"CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSOUTH BROAD STREET IMPROVEMENTS
NTS DETAILSBNKHMGMHAPRIL 2019100002312CIVILR EGISTER
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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. / LOCATIONSOUTH BROAD STREET IMPROVEMENTS
1" = 4'CURB RAMP: BROAD & AEROVISTA SW (STA. 17+50)BN/KHKHMGMHAPRIL 2019100002312CIVILR EGISTER
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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. / LOCATIONSOUTH BROAD STREET IMPROVEMENTS
1" = 4'CURB RAMP: BROAD & FIERO SE (STA. 24+25)BN/KHKHMGMHAPRIL 2019100002312CIVILR EGISTER
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SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSOUTH BROAD STREET IMPROVEMENTS
1" = 4'CURB RAMP: BROAD & FIERO NW (STA. 25+25)BN/KHKHMGMHAPRIL 2019100002312CIVILR EGISTER
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EL CAPITAN WAY BROAD STCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSOUTH BROAD STREET IMPROVEMENTS
1" = 4'CURB RAMP: BROAD & EL CAPITAN SE (STA. 31+75)BN/KHKHMGMHAPRIL 2019100002312CIVILR EGISTERED PROFESSIONAL ENGINEERSTATE OF CALIFORNIA No. C 84733HAI-LONG Q. NGUYEN04810
EL CAPITAN WAY BROAD STCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSOUTH BROAD STREET IMPROVEMENTS
1" = 4'CURB RAMP: BROAD & EL CAPITAN NE (STA. 32+75)BN/KHKHMGMHAPRIL 2019100002312CIVILR EGISTER
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TANK FARM BROAD STCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSOUTH BROAD STREET IMPROVEMENTS
1" = 4'CURB RAMP: BROAD & TANK FARM SE (STA. 38+50)BN/KHKHMGMHAPRIL 2019100002312CIVILR EGISTERED PROFESSIONAL ENGINEERSTATE OF CALIFORNIA No. C 84733HAI-LONG Q. NGUYEN04812