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Home My WebLink AboutItem 07 - COUNCIL READING FILE_a_Spec. No. 1000171 Plansgeneral notes:HIGUERA STREET PAVINGAPPROVED BYSPECIFICATION NO.DATESHEETManuel Guzman, Construction Engineering ManagerR.C.E. C78236Approved Datefor Matthew A. Horn, City Engineer OCTOBER 20201000171FILE NO./LOCATIONCIVILR EGISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FOR N IA No. C 78236M A NUEL GUZMANPROJECTLOCATION1.ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESEPLANS, SPECIAL PROVISIONS PREPARED FOR THIS PROJECT AND THE2020 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS ANDENGINEERING STANDARDS, IN CONJUNCTION WITH THE STATE OFCALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDSPECIFICATIONS AND STANDARD PLANS, 2015 EDITION (UNREVISED).2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEETO CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN/CENTRALCALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TOSTART OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OILAND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR ORPERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THELOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE ORUNDERGROUND FACILITIES.3.THE CONTRACTOR SHALL POSSESS A CLASS "A" LICENSE AT THE TIMETHE BIDS OPEN AND DURING THE ENTIRE LENGTH OF THE CONTRACT.4.THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES IN THEVICINITY OF THE PROPOSED WORK SUCH AS EXISTING IRRIGATIONHEADS AND LINES, SHRUBBERY AND VEGETATION, ETC. THECONTRACTOR MUST USE CARE TO AVOID DAMAGE TO ANY EXISTINGIMPROVEMENTS OR VEGETATION IN THE VICINITY OF THE WORK, ANDMUST REPAIR ANY FACILITIES DAMAGE DURING CONSTRUCTION TO THESATISFACTION OF THE ENGINEER.5.ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGEDDURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THESATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S SOLEEXPENSE.6.CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND AGENCIESWITH SERVICES IN THE AREA PRIOR TO COMMENCING CONSTRUCTIONACTIVITIES AND COORDINATE WITH THE UTILITY COMPANIES AFFECTEDBY CONSTRUCTION.7.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.8.PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION. THECONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATEDWITH THE REPLACEMENT OF DAMAGED OR DISPLACED SURVEYMONUMENTS AND SHALL NOTIFY THE CITY FIVE (5) WORKING DAYSPRIOR TO RESTORING MONUMENTS. MONUMENTS SHALL BE RESET BYA CALIFORNIA LICENSED LAND SURVEYOR AND SHALL INCLUDEPREPARING AND FILING A CORNER RECORD WITH SAN LUIS OBISPOCOUNTY.9.ALL STRIPING AND MARKINGS MUST TRAFFIC RATED PAINT. ANYSTRIPING NOT MARKED FOR REMOVAL SHALL BE PROTECTED IN PLACE.10.STRIPING LAYOUT MUST BE REVIEWED AND APPROVED BY THEENGINEER PRIOR TO INSTALLATION.11.ALL CURB AND CROSSWALK IMPROVEMENTS MUST BE COMPLETEDPRIOR TO THE START OF PAVING WORK.12.ACCESS TO BUSINESSES NEEDED AT ALL TIMES. NO CLOSURE OF THEDRIVEWAYS WILL BE ALLOWED.13.CONTRACTOR MUST MEET THE COMPACTION RECOMMENDATIONSUSING NON-VIBRATORY METHODS.san luis obispo county, californiaindex to planssheet no.description123COVER SHEETPAVING PLANSTRIPING PLANReference Documents:City Standard Specifications - 2020 EditionCity Engineering Standards - 2020 Edition31ofN WWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSDSDSDWWWWWWWWWWWWWWWWWWWWWWWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWAWEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGGGGGEEEEEEEEEEEAWAWAWAWAWAWAWAWAWAWGGGGGGGGTSTSTSTSTSTSTSTSTSTSTSTSTSEEEEEEEEEEWWWWWSDSDTTTTTTTTTTHIGUERA STOSOS ST6'20'159'10'22'10'45'SAN LUIS CREEK CULVERT(E) 8" PVC WATER(E) 8" PVC SEWER(E) 4" WATER (ABND)(E) 8" PVC SEWER(E) 4" WATER (ABND)(E) 8" PVC WATER(E) CATV(E) ELECTRIC(E) TELEPHONECOURT ST(E) 2" GAS(E) 2" GAS(E) 4" WATER (ABND)(E) 10" DI WATER(E) 8" PVC WATER(E) 4" WATER (ABND)(E) CATV(E) 8" PVC SEWER(E) 2" GAS(E) TELE(E) 4" WATER (ABND)(E) 6" SEWER(E) 18" SD(E) 10" W(E) AT&T(E) AT&T(E) SIGNAL(E) ELECTRIC(E) ELECTRI C (E) SIGNAL(E) ELECTRIC(E) CATV1444256893BANANA REPUBLIC990 HIGUERAABERCROMBIE & FITCH980HIGUERAUNION BANK995 HIGUERAPEET'S COFFEE1075 COURTFIRESTONE GRILL1001 HIGUERAWOODSTOCK'S PIZZA1000 HIGUERA7R40±CITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHIGUERA STREET PAVING 1" = 20'PAVING PLANHNHNMG/BNMHOCTOBER 20201000171320SCALE IN FEET2040NCONSTRUCTION NOTES1PAVEMENT RECONSTRUCTION PER DETAIL A, THIS SHEET22" MILL AND FILL3PAVER CROSSWALK RECONSTRUCTION PER DETAIL B, THIS SHEET48" WIDE CONCRETE CURB BORDER PER ENG. STD. 73555ADJUST & RESET MONUMENT PER ENG. STD. 90206ADJUST WATER VALVE PER ENG. STD. 63407REMOVE INTERFERING PORTION OF ABANDONED WATERLINE PER ENG. STD. 60508PROTECT (E) DRIVEWAY9PROTECT (E) CULVERT AND PRESTRESSED CONCRETE DECKPAVEMENT RECONSTRUCTIONANOTES·HIGUERA STREET IS PAVED WITH 3" AC OVER 8" PCC·INSTALL TRAVERSE EXPANSION JOINTS WITH SMOOTH DOWELS AT 10' O.C.·INSTALL DOWELS PER ENG. STD. 6020, NOTE 7·3" AC TO BE CONSTRUCTED BY PLACING 1" THICK AC LEVELING COURSE (3/8" AGGREGATE), PAVING GRID (GLASGRID 8502,STARGRID G-PS 200-100 OR APPROVED EQUAL), AND 2" AC THICK SURFACE COURSE (1/2" AGGREGATE).·INSTALL TRIAXIAL GEOGRID (TENSAR TX 140 OR APPROVED EQUAL) AT THE BOTTOM OF THE CLASS 2 BASE.·MATCH EXISTING GRADES AND MAINTAIN UNIFORM CROSS SLOPECLASS 2 AB (95% COMPACTION)OR ONE SACK SLURRY (VIBRATE)3 FEET MINIMUM DEPTHCIVILR EGISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FORN IA No. C 84733HAI- L ONG Q. NGUYENRE-COMPACT SUBGRADE90% COMPACTIONSAN LUIS CREEK CULVERTPROTECT IN PLACEPAVEMENTRECONSTRUCTIONLEGENDPAVEMENT RECONSTRUCTIONPER DETAIL A, THIS SHEET2" MILL AND FILLSAN LUIS CREEK CULVERTPROTECT IN PLACEPAVER CROSSWALK RECONSTRUCTIONPER DETAIL B, THIS SHEETPAVER CROSSWALK RECONSTRUCTIONBNOTES·RESET (E) PAVERS AND MATCH EXISTING PATTERN.·REPLACE BROKEN PAVERS IN KIND.·INSTALL DOWELS PER ENG. STD. 7355, NOTE 7PAVER CROSSWALKPER ENG. STD. 7355RE-COMPACT SUBGRADE90% COMPACTIONSAN LUIS CREEK CULVERTPROTECT IN PLACEPAVERCROSSWALKCLASS 2 AB (95% COMPACTION)OR ONE SACK SLURRY (VIBRATE)3 FEET MINIMUM DEPTHTEE CUT ONE FOOTBEYOND EACH SIDE3" AC OVER 9" PCCPER ENG. STD. 6020TRIAXIAL GEOGRIDTRIAXIAL GEOGRIDPAVING GRID HIGUERA STOSOS STCOURT STBIKE BUFFER PERDETAIL A (159 LF)BIKE SYMBOL PERCALTRANS STANDARDDASHED BIKE LANE PERDETAIL B (45 LF)LEFT TURN BIKE BOXPER DETAIL CDETAIL 9 (159 LF)BANANA REPUBLIC990 HIGUERAABERCROMBIE & FITCH980HIGUERAUNION BANK995 HIGUERAPEET'S COFFEE1075 COURTFIRESTONE GRILL1001 HIGUERAWOODSTOCK'S PIZZA1000 HIGUERA6" WHITE STRIPE, TYP.THROUGH TRAFFIC15' O.C.4" WHITE STRIPE@ 45°, TYP.2.0'BIKE LANE BUFFERADETAIL 39A PERCALTRANS STD.GREEN BIKE LANETRAFFIC-RATEDPAINT PER PROJECTSPECIAL PROVISIONS4.0'6.5'8.0'DASHED GREEN BIKE LANEB4" WHITE STRIPE (29 LF)8" WHITE STRIPE (15 LF)WHITE TYPE IV LEFT TURNARROW PER CALTRANS STD.AT HALF SIZE (7.5 SQFT)WHITE BIKE LANE SYMBOL WITHOUTPERSON PER CALTRANS STD. (7 SQFT)GREEN BIKE LANETRAFFIC-RATED PAINT PERPROJECT SPECIALPROVISIONS (70 SQFT)21.0'VARIES, MIN 10' TYP.LEFT-TURN BIKE BOXCCITY SPECIFICATION NO.DATE:PROJECT TITLE: SHEET TITLE:ofSHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONHIGUERA STREET PAVING 1" = 20'STRIPING PLANHNHNMG/BNMHOCTOBER 20201000171330SCALE IN FEET2040NCIVILR EGISTER E D PROFESSIONAL ENGINEERSTATE OF CALI FORN IA No. C 84733HAI- L ONG Q. NGUYEN