CITY OF SAN MATEO
RESOLUTION NO. ____ (2026)
PUBLIC WORKS STANDARD DRAWINGS UPDATE
WHEREAS, San Mateo Municipal Code Section 23.48.040 provides that all revisions of standard specifications for public works construction may be made by resolution of the Council; and WHEREAS, the City’s standard specifications (“Standard Drawings”) are important standards for development, construction, and maintenance of public infrastructure within the City; and WHEREAS, the majority of the existing City’s Standard Drawings were last updated over 20 years ago, and substantial changes in technology, materials, and regulatory standards have since occurred that necessitate updates to the City’s Standard Drawings; and
WHEREAS, City Staff have undertaken a comprehensive review of all existing Standard Drawings, including consultation with design experts, a comparative analysis of standard drawings from neighboring municipalities for insight into regional best practices, and coordination with Public Works divisions; and WHEREAS, the proposed update to the City’s Standard Drawings, attached hereto as Exhibit A, will replace all existing standard drawings.
N
OW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SAN MATEO, CALIFORNIA, HEREBY RESOLVES that:
1. A
doption of the Standard Drawings is not an action subject to CEQA because it is an organizational or administrative activity that will not result in direct or indirect physical changes in the environment. (CEQA Guidelines Section 15378(b)(5).)
2. N
othing in this resolution shall be deemed to limit the authority of this Council, or any commission, board or officer of the City, to require higher or different standards as may otherwise be duly authorized or required.
3. T
he City’s Standard Drawings attached as Exhibit A, and incorporated by reference, are hereby approved and adopted as the City’s minimum standards, specifications, and regulations for c
onstruction of public works improvements in the City of San Mateo.
4. T
he Director of Public Works is authorized to implement the new Standard Drawings, in Exhibit A as approved, for all work related to public infrastructure and make the Standard Drawings available to the public on the City’s website.
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CITY OF SAN MATEO
DEPARTMENT OF PUBLIC WORKS
STANDARD DRAWINGS
ADOPTED AUGUST 2026
EXHIBIT A
GENERAL
G-1A GENERAL REQUIREMENTS
G-1B CITY STANDARD GENERAL NOTES
G-2 STANDARD ABBREVIATIONS
G-3 STANDARD LINES AND SYMBOLS
DETAIL TITLE
STREETS GEOMETRIES
A-1A TYPICAL STREET SECTIONS
A-1B TYPICAL STREET SECTIONS
A-1C TYPICAL STREET SECTIONS
A-2 CUL-DE-SAC
A-3 CORNER KNUCKLE
A-4 CURB EXTENSIONS
A-5 VEHICLE TURNOUT
A-6A SIGHT TRIANGLE (CORNERS)
A-6B SIGHT TRIANGLE (DRIVEWAYS)
ROADWAY IMPROVEMENTS
C-1 STREET IMPROVEMENT STANDARD NOTES
C-2A STANDARD CURB AND GUTTER
C-2B SPECIAL CURB AND GUTTER
C-2C VALLEY GUTTER
C-3 DITCHES
C-4A STANDARD SIDEWALK (MONOLITHIC)
C-4B STANDARD SIDEWALK (SEPARATED)
C-4C SIDEWALK RESTORATION
C-5A STANDARD DRIVEWAY
C-5B LIMITED ROW DRIVEWAY
C-5C PRIVATE STREET ENTRANCE
C-6A CURB RAMPS
C-6B CURB RAMP CLEARANCES AND MODIFICATIONS
C-7 BUS TURNOUT
C-8 CONCRETE PAD
C-9A STANDARD MEDIAN
C-9B MOUNTABLE MEDIAN
C-9C DOWEL-IN MEDIAN
C-10 CITY MONUMENT
8/17/2026
INDEX
IN-1
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DEPARTMENT OF PUBLIC WORKS
SHEET
DATE
7/20/2026
DATE
8/1/2026
DATE
STORM DRAINAGED-1DRAINAGE STANDARD NOTESD-2CURB DRAIND-3CATCH BASIN TYPE G-3D-4CATCH BASIN TYPE E-3D-5CATCH BASIN TYPE F-2D-6CATCH BASIN FRAME AND GRATED-7CATCH BASIN APROND-8STORM DRAIN TURNING BOXD-9STORM DRAIN JUNCTION BOXD-10INLET MARKERD-11TRASH CAPTURE DEVICESDETAIL NO.DETAIL TITLESANITARY SEWERS-1SEWER STANDARD NOTESS-2SEWER LATERAL (MAIN IN STREET)S-3SEWER LATERAL (MAIN IN EASEMENT)S-4SEWER LATERAL CONNECT TO NEW MAINS-5SEWER LATERAL CONNECT TO EX MAINS-6SEWER DROP CONNECTIONUTILITIESU-1CONCENTRIC MANHOLE (UP TO 33-INCH)U-2ECCENTRIC MANHOLE (UP TO 33-INCH)U-3SHALLOW MANHOLE (UP TO 33-INCH)U-4STANDARD MANHOLE BASE (UP TO 33-INCH)U-5AMANHOLE BASE SECTION (36 TO 48-INCH)U-5BMANHOLE BASE PLAN (36 TO 48-INCH)U-6MANHOLE FRAME AND COVERU-7MANHOLE ADJUST TO GRADEU-8PIPE CONNECTION TO MANHOLEU-9PIPE CROSSINGU-10PIPE ABANDONMENTU-11MANHOLE ABANDONMENTU-12TRENCH SUPPORT COLLAR8/17/2026INDEXIN-2A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
RESTORATIONR-1UTILITY TRENCH (TYPICAL STREETS)R-2UTILITY TRENCH (CONCRETE BASE STREET)R-3ROCKWHEEL TRENCHR-4MICROTRENCHR-5POTHOLE RESTORATIONR-6APAVEMENT RESTORATION (EXCAVATIONS)R-6BPAVEMENT RESTORATION (EXCAVATIONS)R-6CPAVEMENT RESTORATION (EXCAVATIONS)DETAIL NO.DETAIL TITLEPARKINGP-1ON-STREET PARKING STANDARDSP-2PARKING METERP-3OFF-STREET PARKING STANDARDSP-4OFF-STREET PARKING DETAILSP-5GARAGE CURVESP-6GARAGE RAMP PROFILESTRAFFICT-1STANDARD SIGN POSTT-2STREET NAME SIGNT-3INTERNALLY ILLUMINATED STREET NAME SIGNT-4CROSSWALKST-5RAISED CROSSWALKT-6ASPEED CUSHIONT-6BSPEED CUSHION DETAILST-7BIKE LANEST-8ABIKE ROUTEST-8BBIKE ROUTE SIGNST-8CBIKE BOULEVARD SIGNST-9BUFFERED BIKE LANES8/17/2026INDEXIN-3A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
ELECTRICALE-1ELECTRICAL SPECIFICATIONSE-2TYPICAL ELECTROLIER PULL BOXE-3TYPICAL PULL BOX AND CONDUITE-4TYPICAL UNMETERRED CIRCUIT LAYOUTE-5STANDARD STREETLIGHT FOUNDATIONE-6ASTREETLIGHT LAYOUTSE-6BSTREETLIGHT PLACEMENTE-7ASTANDARD ELECTROLIER (COBRA HEAD)E-7BDECORATIVE STREETLIGHT (PENDANT)E-7CDECORATIVE STREETLIGHT (POST TOP)DETAIL NO.DETAIL TITLESTREET TREESTR-1TREE GRATETR-1TREE GRATE 8/17/2026INDEXIN-4A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
GENERAL PUBLIC IMPROVEMENT REQUIREMENTS:1.CONTRACTOR IS RESPONSIBLE FOR OBTAINING NECESSARY PERMITS AND CONTACTING PUBLIC WORKS INSPECTOR FOR PRE-CONSTRUCTIONMEETINGS AND INSPECTIONS FOR CONSTRUCTION AND RESTORATION IN THE PUBLIC RIGHT-OF-WAY.2.ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A CALIFORNIA LICENSED CLASS "A" CONTRACTOR, UNLESS OTHERWISEAPPROVED BASED ON THE SCOPE OF WORK AND THE CONTRACTOR'S LICENSE.3.CONSTRUCTION PLANS FOR WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL INCLUDE THE CITY STANDARD GENERAL NOTES (CITY DETAIL G-1B).4.CONSTRUCTION PLANS ARE RECOMMENDED TO USE OR INCLUDE THE CITY STANDARD ABBREVIATIONS, LINE TYPES, AND SYMBOLS. 8/17/2026GENERAL REQUIREMENTSG-1AA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
CITY STANDARD GENERAL NOTES:1.APPROVAL OF THESE PLANS IS SUBJECT TO ALL OF THE FOLLOWING CITY STANDARD NOTES AND SHOWN ON THE PLANS.2.APPROVAL OF THESE PLANS DOES NOT RELEASE THE PERMITTEE OR OWNER OF THE RESPONSIBILITY FOR THE CORRECTION OF MISTAKES, ERRORS,OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF CONSTRUCTION OF THE IMPROVEMENTS, PUBLIC INTEREST REQUIRES AMODIFICATION OF THESE IMPROVEMENT PLANS OR ANY CITY SPECIFICATIONS, THE PUBLIC WORKS DIRECTOR SHALL HAVE THE AUTHORITY TOAPPROVE AND REQUIRE SUCH MODIFICATION AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE MADE.3.ANY REVISION TO THESE APPROVED PLANS SHALL BE ACCURATELY SHOWN ON A REVISED PLANS REVIEWED AND APPROVED BY THE PUBLIC WORKSDIRECTOR PRIOR TO INSTALLATION OF THE IMPROVEMENTS.4.ALL CONSTRUCTION WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF SAN MATEO STANDARD DETAILS AND SPECIFICATIONS.5.CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AT LEAST 48 HOURS PRIOR TO STARTING WORK.6.EXISTING UTILITIES:A.CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL EXISTING UTILITIES IN THE FIELD.B.48 HOURS PRIOR TO DIGGING, CONTRACTOR SHALL PRE-MARK THE WORK AREA, CALL UNDERGROUND SERVICE ALERT (USA) (CALL 8-1-1) FOR ATICKET, AND OBTAIN A TICKET NUMBER.C.CONTRACTOR SHALL REMOVE ALL USA MARKINGS AS SOON AS THEY ARE NO LONGER NEEDED. REMOVAL OF PAINT USA MARKINGS SHALL BE VIAHIGH PRESSURE WATER METHOD ONLY.7.CONTRACTOR WILL BE RESPONSIBLE TO RESTORE ALL DAMAGED, REMOVED, OR OTHERWISE DISTURBED WALLS, FENCES, SERVICES, UTILITIES,HARDSCAPE IMPROVEMENTS, SIGNAGE, STRIPING, OR OTHER FEATURES DUE TO THE CONTRACTOR'S WORK. RESTORATION SHALL BE TO CITYSTANDARDS AS APPLICABLE OR REPLACED IN-KIND WHERE CITY STANDARDS ARE NOT APPLICABLE.8.ALL CITY SURVEY MONUMENTS SHALL BE PRESERVED. IN THE EVENT THAT A CITY MONUMENT IS LOST OR DAMAGED DUE TO CONSTRUCTIONACTIVITIES, THE CONTRACTOR, AT THEIR SOLE EXPENSE, SHALL BE RESPONSIBLE FOR THE RE-ESTABLISHMENT AND THE FILING OF A CORNERRECORD WITH THE COUNTY'S SURVEYOR'S OFFICE. A RECORD OF SURVEY SHALL BE FILED FOR ALL NEW CITY MONUMENTS SET IN CONJUNCTIONWITH THIS IMPROVEMENT PLAN, UNLESS A FINAL OR PARCEL MAP REQUIRING SAID MONUMENTS IS RECORDED AS PART OF THIS PROJECT.9.ALL CONSTRUCTION STAKING FOR SHALL BE DONE BY A LICENSED LAND SURVEYOR REGISTERED CIVIL ENGINEER.10.ALL PUBLIC OR PRIVATE FACILITIES, FURNITURE, UTILITIES, OR LANDSCAPING THAT REQUIRE RELOCATION AS DETERMINED BY THE PUBLIC WORKSDIRECTOR SHALL BE RELOCATED AT THE SOLE EXPENSE OF THE PERMITTEE.11.TREE PERMITS FROM THE DEPARTMENT OF PARK AND RECREATION SHALL BE OBTAINED PRIOR TO INSTALLATION AND REMOVAL OF STREET TREES.12.FOR ANY LANE CLOSURES, THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN AND OBTAIN APPROVAL OF THE PUBLIC WORKS DIRECTORBEFORE DEPLOYING THE CLOSURE. THE CONTRACTOR SHALL PROVIDE CONES, BARRICADES, SIGNS, OR FLAGGERS AS NECESSARY TO CONTROLTRAFFIC AND PREVENT HAZARDOUS CONDITIONS PER CALTRANS MANUAL ON TRAFFIC CONTROL DEVICES, LATEST EDITION.13.ACCESSIBLE PEDESTRIAN PATH OF TRAVELS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION TO THE SATISFACTION OF THE PUBLICWORKS DIRECTOR.14.STOCKPILING OR STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT IS NOT ALLOWED IN OR UPON THE PUBLIC RIGHT-OF-WAY WITHOUTWRITTEN APPROVAL FROM THE PUBLIC WORKS DIRECTOR.15.NO OPEN TRENCHES OR EXCAVATIONS SHALL BE LEFT THE END OF THE WORK DAY. TRAFFIC PLATES OR HOT MIX ASPHALT SHALL BE INSTALLED ANDCOMPACTED BY MECHANICAL MEANS TO PRODUCE A SMOOTH SURFACE FOR PEDESTRIAN AND VEHICULAR TRAFFIC. ALL PLATE EDGES SHALL BESECURED TO PREVENT RATTLING AND MOVEMENT AS WELL AS PROTECTED WITH ASPHALT WITH A 2-FT TAPER. LONG TERM INSTALLATIONS (6 ORMORE DAYS) SHALL REQUIRE PUBLIC WORKS DIRECTOR APPROVAL AND REQUIRE THE PLATES TO BE INSTALLED FLUSH TO THE ROADWAY SURFACE.16.CONSTRUCTION SITES SHALL BE KEPT CLEAN AT ALL TIMES. THE CONTRACTOR OR PERMITTEE SHALL NOT BE ALLOWED TO LEAVE THE SITE PRIORTO THOROUGHLY CLEANING SIDEWALKS, CURBS, GUTTERS, AND STREET SURFACES. CLEANING SHALL BE ACCOMPLISHED BY EITHER HAND ORMACHINE SWEEPING AS REQUIRED AT NO COST TO THE CITY. THE CONTRACTOR SHALL NOT BE ALLOWED TO FLUSH THE STREETS WITH WATERUNTIL AFTER THE AREA HAS BEEN COMPLETELY AND THOROUGHLY SWEPT AND ALL DEBRIS PICKED UP AND PROPERLY DISPOSED OF.17.CONSTRUCTION SHALL COMPLY WITH THE BAY AREA AIR DISTRICT'S DUST CONTROL MEASURES.18.UPON DISCOVERY OF HAZARDOUS MATERIALS, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE PUBLIC WORKS INSPECTOR IN WRITING.19.UPON DISCOVERY OF HUMAN REMAINS AND/OR CULTURAL MATERIALS, ALL PROJECT-RELATED CONSTRUCTION SHOULD CEASE WITHIN A 100-FTRADIUS. THE CONTRACTOR SHALL NOTIFY THE SAN MATEO COUNTY CORONER IMMEDIATELY.8/17/2026CITY STANDARD GENERAL NOTESG-1BA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
AAREAABAGGREGATE BASEACASPHALT CONCRETEADAAMERICANS WITH DISABILITIES ACTASTMAMERICAN SOCIETY FOR TESTING MATERIALSAWSAMERICAN WELDING SOCIETYBCBACK OF CURBBMBENCHMARKBWBACK OF WALKCBCATCH BASINCBRCALIFORNIA BEARING RATIOCDFCONTROLLED DENSITY FILLCIPPCURED-IN-PLACE PIPE℄, C/LCENTER LINECLCLASSCLRCLEARANCE, CLEARCLSMCONTROLLED LOW STRENGTH MATERIALCOCLEANOUTCOMMCOMMUNICATIONSCOMPCOMPACTIONCONCCONCRETECONSTCONSTRUCT, CONSTRUCTIONCOSMCITY OF SAN MATEOCY, C.Y.CUBIC YARDSØ, D, DIADIAMETER°, DEGDEGREEDIDROP INLETDTLDETAILDPWDEPARTMENT OF PUBLIC WORKSDWY, D/WDRIVEWAYE, ELECELECTRICEAEACHEASEEASEMENTEGEXISTING GRADEELELEVATIONELECELECTRIC, ELECTRICALEPEDGE OF PAVEMENTEQEQUALEVAEMERGENCY VEHICLE ACCESSE.W.EACH WAYEXEXISTINGFCFACE OF CURBFFFINISHED FLOOR ELEVATIONFGFINISHED GRADE ELEVATIONFSFINISHED SURFACE ELEVATIONFDCFIRE DEPARTMENT CONNECTIONFHFIRE HYDRANTFLFLOW LINEFMFORCE MAINFTFEETGGASGA, GALGALVANIZEDGBGRADE BREAKGFCIGROUND FAULT CIRCUIT INTERRUPTERGIPGALVANIZED IRON PIPEGPMGALLONS PER MINUTEHDPEHIGH-DENSITY POLYETHYLENEHMAHOT-MIX ASPHALTHPHIGH POINTI.D.INSIDE DIAMETERINVINVERTIPSIRON PIPE SIZE IRRIRRIGATIONJPJOINT POLEJTJOINT TRENCHLFLINEAL FEET, LINEAR FEETLGLIP OF GUTTERMAXMAXIMUMMHMANHOLEMINMINIMUMMONMONUMENTNTSNOT TO SCALENO., #NUMBERO.C., O/CON CENTERO.D.OUTSIDE DIAMETERPAEPUBLIC ACCESS EASEMENTPCCPORTLAND CEMENT CONCRETEPBPULL BOXPEDPEDESTRIAN⅊, P/LPROPERTY LINEPSEPUBLIC SIDEWALK EASEMENTPSIPOUNDS PER SQUARE INCHPUEPUBLIC UTILITY EASEMENTPVCPOLYVINYL CHLORIDERRADIUSRCPREINFORCED CONCRETE PIPEREBARREINFORCEMENT BARRRFBRECTANGULAR RAPID FLASHING BEACONROW, R.O.W.RIGHT OF WAYRIMRIM ELEVATIONSSLOPESDSTORM DRAINSECSECTIONSF, SQFTSQUARE FEETSHTSHEETSLSTREET LIGHTSMMCSAN MATEO MUNICIPAL CODESSSANITARY SEWERSTSTREETSTASTATIONSTDSTANDARDSTRUCTSTRUCTURALSUPSUPERINTENDENTSWSIDEWALKT, TELETELECOMM, TELEPHONETCTOP OF CURBTEMPTEMPORARYTHKTHICKNESSTPTOP OF PAVEMENTTSTRAFFIC SIGNALTWTRAVEL WAYTYPTYPICALU.S.AUNDERGROUND SERVICE ALERT (811)VCVERTICAL CURVEVCPVITRIFIED CLAY PIPEVERTVERTICALVISVISIBILITYW/WITHWMWATER METERWVWATER VALVEWYEWYE FITTINGXINGCROSSINGNOTES:1.THESE ARE STANDARD CITY ABBREVIATIONS TO BE USED IN CONSTRUCTION PLANS.8/17/2026STANDARD ABBREVIATIONSG-2A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
PROPOSEDEXISTINGSUBDIVISION / PROJECT SITE BOUNDARYPROPERTY / RIGHT-OF-WAY LINEEASEMENT LINECENTERLINEGUTTER, FACE OF CURB, AND BACK OF CURBSIDEWALKBUILDING OUTLINESTORM DRAIN LINESANITARY SEWER LINEOVERHEAD LINEJOINT TRENCH LINEWATER LINEMANHOLECLEANOUTCATCH BASIN / DROP INLETWWWOHOHOH
PAVEMENT (DEEP AC, GRIND/OVERLAY, SLURRY)
JTJTJT
100CONTOUR LINE
STREET LIGHT CONDUIT LINEPULL BOXSLSLSL
BENCHMARK / TEMPORARY BENCHMARK
STREET LIGHTSTREET SIGNWCBDIWWOHOHOHJTJTJTSLSLSL
100BM
STREET TREEFIRE HYDRANTSDSS
FENCE LINEXXXXXX
JPJOINT POLEFHCOPBWATER METERWM
FLOWLINESLOPE/GRADE1.0%DESCRIPTION
SANITARY SEWER FORCE MAINSSSSFMFMFMFMFMFM
GAS LINEGGGGGGELECTRIC LINEEECOMMUNICATION LINECCEECCEECC
CBDICOPB
BMTBM
JPFHWM
1.0%
8/17/2026STANDARD LINES AND SYMBOLSG-3A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
RESERVED8/17/2026TYPICAL STREET SECTIONSA-1AA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
RESERVED8/17/2026TYPICAL STREET SECTIONSA-1BA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
RESERVED8/17/2026TYPICAL STREET SECTIONSA-1CA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.A = 25' MINIMUM2.B = 18' MINIMUM UNLESS OTHERWISE APPROVED3.P = 7' MINIMUM OR AS REQUIRED PER CURRENT CITY PEDESTRIAN MASTER PLAN4.NO PARKING ALLOWED WITHIN CUL-DE-SAC. IF PARKING IS TO BE PROVIDED, MAINTAIN A48-FT CLEAR RADIUS FROM THE PARKING.PLANΔ VARIESPROPERTY LINE R = 55' MIN R = 60' MIN FOR INDUSTRIAL STREETSCURB LINER = 48' MINCURB LINER = 57' MINPROPERTY LINER = 50' MIN℄⅊⅊ABPABP P
8/17/2026CUL-DE-SACA-2A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.P = 7' MINIMUM OR AS REQUIRED PER CURRENT CITY PEDESTRIAN MASTER PLAN2.USE NORMAL SECTION FROM INNER CURB TO CENTER LINE.3.FROM CROWN LINE TO OUTER CURB, THE MAXIMUM SLOPE IS 1" PER FOOT.4.SUPERELEVATION PERCENTAGES SHOWN ARE STRAIGHT FROM CENTERLINE TO CROWN LINE.5.ELEVATIONS ARE REQUIRED WHERE CIRCLED.6.WHEN STREETS HAVE TILT-TYPE SECTION, THE CROWN LINE WILL NOT NECESSARILY TERMINATE ON THE CENTERLINEPERPENDICULAR TO THE POINT OF TANGENCY OF THE CURB.
CURVE DATAPROPERTY LINE R1 = 25' (MIN) Δ1 = VARIABLECURB LINE R2 = 25' + P (MIN) P = 7' (MIN OR NOTE 1)CENTER LINE R3 = 25' + A A = 25' (MIN)PAAW WAAPP
P 12'P
PLANΔ1Δ3CROWN LINE50' MINΔ21%Δ250' MINCURB LINE R3 = W + 10' - PPROPERTY LINE R3 = W + 10' Δ3 = Δ1 + 2Δ2 CURVE DATACURB RADIUS = 100' + PPROPERTY LINE RADIUS = 100'Δ1/4Δ1/4Δ1/4Δ1/4℄⅊⅊
1.5%2%1.5%1%
8/17/2026CORNER KNUCKLEA-3A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
CURB EXTENSION ON MINOR STREET ONLYCURB EXTENSION ON BOTH STREETSMID-BLOCK CURB EXTENSIONCURB EXTENSION DIMENSIONSDIMENSION TABLEWLXYZ4'15.0'10.0'5.0'2.7'5'16.6'11.1'5.5'3.3'6'18.0'12.0'6.0'4.0'7'19.3'12.8'6.4'4.7'8'20.4'13.6'6.8'5.3' CURB EXTENSIONS (BULBOUTS) NOTES:1.EXTENSION WIDTH SHOULD NOT EXCEED THE WIDTH OF THEADJACENT PARKING STALL OR EXTEND INTO AN ADJACENT BIKELANE WHICHEVER IS FARTHEST FROM THE CURB.2.EXTENSIONS SHOULD BE USED ON MEDIUM TO LOW TRAFFICVOLUME ROADS OR WHERE PEDESTRIAN PRIORITY IS GIVEN.3.CORNER RADII SHALL ALLOW FOR APPROPRIATE VEHICLE TURNINGAS DIRECTED BY PUBLIC WORKS DIRECTOR.4.HIGH-VISIBILITY CROSSWALKS ARE RECOMMENDED WITH ALLCURB EXTENSIONS.5.FOR MID-BLOCK EXTENSIONS OR UNCONTROLLED INTERSECTIONCROSSINGS, HIGH-VISIBILITY CROSSWALKS AND RECTANGULARRAPID FLASHING BEACONS (RRFB) SHALL BE PROVIDED.W = CURB EXTENSION WIDTHL = CONFORM LENGTH MAJORSTREETMINORSTREETEXTENSIONLENGTHVARIESEXTENSIONLENGTHVARIES15'R MINNOTE 3EXISTINGCURB RETURNPROPERTYLINEFACE OF CURBCROSSWALKSMAJORSTREETMINORSTREETEXTENSIONLENGTHVARIES15'R MINNOTE 3EXISTINGCURB RETURNPROPERTYLINEFACE OF CURBCROSSWALKSVARIES4'MINVARIES4'MINVARIES4'MINVARIES15' MINWIDTHVARIES4' MINFACE OFCURBRRFB W/PUSH BUTTONXYL(EXTENSION LENGTH)ZW(EXTENSION WIDTH)NEWCURB LINEEXISTINGCURB LINE10'R20'R ⅊ ⅊⅊ ⅊LENGTH VARIES6' MINHIGH-VISCROSSWALKCURB RAMP
8/17/2026CURB EXTENSIONSA-4A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
PLANNOTES:1.VEHICLE TURNOUTS SHALL REQUIRE APPROVAL FROM THE PUBLIC WORKS DIRECTOR.2.WHERE PUBLIC RIGHT-OF-WAY WIDTH IS LIMITED, PUBLIC ACCESS EASEMENTS SHALL BEREQUIRED AND DEDICATED TO THE CITY.3.INCREASE LENGTH BY 24-FT PER ADDITIONAL STALL LENGTH.
R=6'Δ=45°TYPW(VARIES)FLOWLINE24' MINIMUMNOTE 3R=6'+WΔ=45°TYP6'RΔ=45°TYPSIDEWALKSSTD C-4A OR C-4BVALLEY GUTTERSTD C-2C8'-1"FACE OF CURBBACK OF WALKAC PAVEMENT 8/17/2026VEHICLE TURNOUTA-5A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.THIS DRAWING IS A GUIDELINE. CASES NOT ADDRESSED BY THISSHEET OR SMMC CHAPTER 27.84 SHALL REQUIRE PUBLIC WORKSDIRECTOR APPROVAL.2.TRAFFIC SIGHT TRIANGLE SHALL BE MEASURED 45' FROM THEINTERSECTION POINT OF THE CURB LINES AS SHOWN ABOVE. IN THEDOWNTOWN AREA, INTERSECTIONS MAY BE REDUCED TO 25' ON CASEBY CASE BASIS AS APPROVED BY THE PUBLIC WORKS DIRECTOR.3.VEGETATION, FENCES, OR OTHER STRUCTURES SHALL BE NO TALLERTHAN 36" ABOVE THE CURB WITHIN TRAFFIC SIGHT TRIANGLE.4.TREES SHALL BE TRIMMED BACK TO THE TRUNK AT LEAST 8' ABOVETHE SIDEWALK WITHIN THE TRAFFIC SIGHT TRIANGLE.5.THE FOLLOWING ARE EXEMPT FROM THESE RESTRICTIONS:A.EXISTING PERMANENT BUILDINGSB. UTILITY POLESC. CITY SIGNAGE, SIGNALS, AND SIGNAL EQUIPMENTD. PLANTS IN OPEN GROWTH HABITATS THAT DO NOT FORM A HEDGEAND TRIMMED TO LEAVE UNOBSTRUCTED CROSS VISIBILITYE. WHERE THE GROUND CONTOUR PHYSICALLY CONSTRICTS CROSSVISIBILITYSECTION A-ACORNER PLAN36"MAX8' MINNOTE 4NOTE 3BACK OF WALK
BACK OF WALK
45'NOTE 245'NOTE 2RIGHT-OF-WAY/PROPERTY LINETRAFFIC SIGHT TRIANGLENOTE 2SIDEWALKSFACE OF CURB AA
SIDEWALKS
⅊
⅊LIP OF GUTTERFACE OF CURB
8/17/2026SIGHT TRIANGLE(CORNERS)A-6AA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.THIS DRAWING IS A GUIDELINE. CASES NOT ADDRESSED BY THIS SHEET OR SMMC CHAPTER 27.84 SHALL REQUIRE PUBLIC WORKSDIRECTOR APPROVAL.2.TRAFFIC SIGHT TRIANGLE SHALL BE MEASURED 10' FROM THE INTERSECTION POINT OUTSIDE EDGE OF THE PEDESTRIAN PATH OFTRAVEL AND THE DRIVEWAY AS SHOWN ABOVE. FOR ZERO-LOT LINE PROJECTS, THIS SIGHT TRIANGLE MAY BE REDUCED ORWAIVED IF ALTERNATIVE PEDESTRIAN SAFETY MEASURES ARE PROVIDED AND APPROVED BY THE PUBLIC WORKS DIRECTOR.3.VEGETATION, FENCES, OR OTHER STRUCTURES SHALL BE NO TALLER THAN 36" ABOVE THE CURB WITHIN TRAFFIC SIGHT TRIANGLEOR PEDESTRIAN SIGHT TRIANGLE.4.TREES SHALL BE TRIMMED BACK TO THE TRUNK AT LEAST 8' ABOVE THE CURB.5.THE FOLLOWING ARE EXEMPT FROM THESE RESTRICTIONS:A.UTILITY POLESB.CITY SIGNAGE, SIGNALS, AND SIGNAL EQUIPMENTSECTION A-ADRIVEWAY PLANPEDESTRIAN SAFETY 36"MAX8' MINNOTE 4NOTE 3BACK OF WALKSIDEWALKS℄PEDESTRIANSIGHT TRIANGLENOTE 2AA10'BOTH SIDESOF DWY10'DRIVEWAYROW/⅊SIDEWALKS⅊ ⅊ 8/17/2026SIGHT TRIANGLE(DRIVEWAYS)A-6BA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
STREET IMPROVEMENT NOTES:SAWCUTS:SHALL BE FULL DEPTH AND PERFORMED AFTER A USA TICKET (811) HAS BEEN CALLED. SAWCUTTING IN CONCRETE SHALL ONLY BEPERFORMED AT EXISTING JOINTS.SUBGRADE:SHALL BE COMPACTED TO 90% RELATIVE COMPACTION WITHIN LIMITS OF CONCRETE SIDEWALK AND CURB RAMPS; EVERYWHERE ELSE,INCLUDING AREAS BENEATH CONCRETE AND ASPHALT, SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. WHERE UNSUITABLESUBGRADE MATERIAL IS ENCOUNTERED, REMEDIAL WORK SHALL BE DONE, INCLUDING BUT NOT LIMITED TO, OVER-EXCAVATING ANDREPLACING WITH CLASS II AGGREGATE BASE. IF SITE CONDITIONS PREVENT ACHIEVING THE REQUIRED RELATIVE COMPACTION, A FABRICMAY BE USED IF APPROVED BY THE PUBLIC WORKS DIRECTOR.BASE:BASE MATERIAL UNDER CONCRETE OR ASPHALT SHALL MEET CLASS II AGGREGATE BASE STANDARDS. THOROUGHLY WET BASE PRIORTO PLACING CONCRETE.CONCRETE:SHALL MEET CALTRANS CLASS A 6-SACK MIX WITH 34" TO 1" AGGREGATE AND MINIMUM 3,000 PSI. ADD 12 TO 34 POUNDS BY WEIGHT OR 1PINT BY VOLUME OF LAMPBLACK PER CUBIC YARD OF CONCRETE MIX. MAX SLUMP OF 4". NO ADMIXTURES WITHOUT APPROVAL OF THEPUBLIC WORKS DIRECTOR. CURE VIA THE IMPERVIOUS MEMBRANE METHOD. BROOM FINISH ALL SURFACES AND PERPENDICULAR TOPATH OF TRAVEL FOR SIDEWALKS. UNDERMINING EXISTING CONCRETE IS NOT ALLOWED.FORMS:FACES SHALL NOT VARY FROM THE PLAN DIMENSIONS BY MORE THAN 0.02 FEET. FORMS SHALL MEET GRADE. ALL FORMWORK SHALL BEINSPECTED BY PUBLIC WORKS PRIOR TO PLACING CONCRETE.EXPANSION JOINTS:SHALL BE FULL DEPTH OF THE CONCRETE WITH A 12" THICK FULL-DEPTH ASPHALTIC FIBER PLACED BETWEEN AND USING #4 X 24"SMOOTH DOWELS. EXPANSION JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF 50' INTERVALS IN CONCRETE CURBS,GUTTERS, SIDEWALKS, RETURNS, DRIVEWAYS, AND AT COLD JOINTS. EXPANSION JOINT ASPHALTIC FIBER SHALL BE PLACEDAROUND BASE OF UTILITY POLES AND HYDRANTS. FINISH CONCRETE ADJACENT TO EXPANSION JOINTS WITH AN EDGER TOOL.CONTROL JOINTS:SHALL BE 12" DEEP AND 14" WIDE WITH A CLEANLY ROUNDED EDGE. CONTROL JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF10' INTERVALS IN CONCRETE CURBS GUTTERS, SIDEWALKS, RETURNS, AND DRIVEWAYS.SCORE JOINTS:SHALL BE 14" DEEP AND 14"WIDE WITH A CLEANLY ROUNDED EDGE. SCORE JOINTS SHALL BE PLACED STRAIGHT AND UNIFORMLYSPACED BETWEEN CONTROL JOINTS ON SIDEWALKS. SCORE JOINTS SHALL NOT EXCEED 30" INTERVALS TRANSVERSELY OR 36"INTERVALS LONGITUDINALLY.DOWELS:INSTALL (DRILL & EPOXY) #4 X 24" DOWELS AT EXPANSION JOINTS AND WHERE CONNECTING NEW TO EXISTING SIDEWALK. CENTERDOWELS BETWEEN CONTROL AND SCORE JOINTS FOR 3' OR SMALLER SIDEWALK PANELS, OR TWO EVEN-SPACED DOWELS FOR 3' TO 5'PANELS.ASPHALT:SHALL BE PLACED AS 12" TYPE A HOT-MIX ASPHALT ("HMA") PER CURRENT CALTRANS STANDARD SPECIFICATIONS (15% RAP MAX). HMAMATCHING EXISTING PAVEMENT THICKNESS OR 4" MINIMUM, WHICHEVER IS GREATER, SHALL BE USED IN STREETS. TACK COAT ALLASPHALT AND CONCRETE EDGES AND SURFACES PRIOR TO HMA PLACEMENT. ASPHALT PAVEMENT RESTORATION SHALL BE MADE FLUSHWITH THE ADJACENT SURFACES AT CONFORMS AND EDGES WITH A MAXIMUM TOLERANCE OF 18". ALL FINISHED EDGES SHALL BE SEALED.RUBBERIZED ASPHALT (RHMA) SHALL BE REQUIRED WHERE BEING REPLACED AND CONFORM TO CURRENT CALTRANS STANDARDSPECIFICATIONS. ASPHALT PAVEMENT CROSS SLOPES FROM CROWN TO LIP OF GUTTER SHALL BE 2% MIN AND 5% MAX.AC PLUG:WHERE NEW CONCRETE IS BEING POURED ADJACENT TO EXISTING AC PAVEMENT, A 12" MINIMUM WIDE BAND OF AC PAVEMENT SHALL BEREMOVED AND REPLACED FOR THE FULL DEPTH (6" MINIMUM / 12" MAXIMUM) OF THE EXISTING AC PAVEMENT.SIDEWALKS:RUNNING SLOPE SHALL NOT EXCEED STREET SLOPE. CROSS SLOPE SHALL BE DESIGNED FOR A MAXIMUM 1.5% AND CONSTRUCTED TOBE LESS THAN 2.0%. UNDERMINING IS NOT ALLOWED.GUTTERS:STANDARD GUTTER WIDTH SHALL BE 24". NEW CONSTRUCTION SHALL INSTALL NEW GUTTERS OR REPLACE EXISTING GUTTERS WITH THESTANDARD 24". MINOR PROJECTS PERFORMING REPAIRS ONLY MAY MATCH THE EXISTING GUTTER WIDTH. GUTTER WIDTH TRANSITIONSSHALL BE 6' MINIMUM. MAXIMUM GUTTER SLOPE FROM PAVEMENT TO FLOWLINE SHALL BE 5%. UNDERMINING IS NOT ALLOWED.STRIPING:ALL TRAFFIC STRIPING AND MARKINGS SHALL BE HOT-APPLIED THERMOPLASTIC PAINT WITH GLASS BEADING (AASHTO M247 TYPE 2).PREFORMED THERMOPLASTIC SHALL ONLY BE ALLOWED FOR STRIPING RESTORATION FOR TRENCH RESTORATIONS.8/17/2026STREET IMPROVEMENTSTANDARD NOTESC-1A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
TYPE "B"ROLLED CURB & GUTTERTYPE "A"CURB & GUTTER
NOTES:1.REFER TO DETAIL C-1 FOR ALL CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISENOTED ON THIS SHEET.2.NEW CONSTRUCTION SHALL USE TYPE A OR C ONLY. TYPE B SHALL ONLY BE USED TOREPLACE DAMAGED EXISTING ROLLED CURBS.3.EXPANSION, CONTROL, AND SCORE JOINTS SHALL BE PLACED PER SPECIFICATIONS ONCITY DETAIL C-1.4.GUTTER SHALL BE SLOPED TOWARD THE CURB A MINIMUM 2% OR MAXIMUM 5%.5.PROVIDE AND INSTALL DOWELS AS SHOWN AT EXPANSION JOINTS AND WHERECONNECTING NEW TO EXISTING CONCRETE.6.AC PLUG SHALL BE PROVIDED WHEREVER CURB AND GUTTER ARE INSTALLEDADJACENT TO EXISTING AC PAVEMENT.7.NEW CONCRETE SHALL CONFORM TO EXISTING AT THE NEAREST JOINT UNLESSAPPROVED OTHERWISE.8.TRANSITIONS BETWEEN DIFFERENT CURB TYPES SHALL BE 5-FT IN LENGTH.9.AGGREGATE BASE SHALL BE PLACED, COMPACTED, AND EXTEND 1' BEYOND LIP OFGUTTER PRIOR TO FORMING AND POURING CONCRETE.10.FOR REPAIR OR REPLACEMENT, CURB AND GUTTER SHALL BE POURED MONOLITHICAND ACROSS THE FULL WIDTH TO EDGE OF ASPHALT.TYPE "C"VERTICAL CURB 6"24"6"6"6" PCC6" CL 2 ABBACK OF CURB DEFINEDBY CONTROL JOINTSIDEWALKDTL C-4ABACK OF CURBFOR PARK STRIPS12"R1"R11 DOWELTYP8.5"24"6"BACK OF CURBDEFINED BYCONTROL JOINT4" 1"
11SIDEWALKDTL C-4A6" PCC6" CL 2 AB3"DOWELTYP6"R4"R12" MINAC PLUG 12" MINAC PLUG
6"16"6"CL 2 AB6"DOWELTYP4"3"3"3"12"R12"R1"
1:6 BATTERTYP
10" 12" MINAC PLUG1:6 BATTERTYP
8/17/2026STANDARD CURB AND GUTTERC-2AA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.TYPE C AND D CURBS AND GUTTERS REQUIRE APPROVAL FROM THE PUBLIC WORKS DIRECTOR WHO MAY ALLOW THEM TO BE INSTALLED WHERECURRENTLY EXISTS, FOR FIRE LANE ACCESS, OR OTHER LOCATIONS AS SPECIFIED OR REQUIRED BY THE PUBLIC WORKS DIRECTOR.2.REFER TO DETAIL C-1 FOR ALL CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE NOTED ON THIS SHEET.3.EXPANSION, CONTROL, AND SCORE JOINTS SHALL BE PLACED PER SPECIFICATIONS ON CITY DETAIL C-1.4.GUTTER SHALL BE SLOPED TOWARD THE CURB A MINIMUM 2% OR MAXIMUM 5%.5.PROVIDE AND INSTALL DOWELS AS SHOWN AT EXPANSION JOINTS AND WHERE CONNECTING NEW TO EXISTING CONCRETE.6.AC PLUG SHALL BE PROVIDED WHEREVER CURB AND GUTTER ARE INSTALLED ADJACENT TO EXISTING AC PAVEMENT.7.NEW CONCRETE SHALL CONFORM TO EXISTING AT THE NEAREST JOINT UNLESS APPROVED OTHERWISE.8.TRANSITIONS BETWEEN DIFFERENT CURB TYPES SHALL BE 5-FT IN LENGTH.9.AGGREGATE BASE SHALL BE PLACED, COMPACTED, AND EXTEND 1' BEYOND LIP OF GUTTER PRIOR TO FORMING AND POURING CONCRETE.10.FOR REPAIR OR REPLACEMENT, CURB AND GUTTER SHALL BE POURED MONOLITHIC AND ACROSS THE FULL WIDTH TO EDGE OF ASPHALT.
TYPE "D"SPECIAL CURB & GUTTERTYPE "E"SPECIAL CURB & GUTTER 6"DOWELTYPR=18"4.5"24"24"6"NORMAL CURBBACK OF CURB DEFINEDBY CONTROL JOINTSIDEWALKDTL C-4A116" CL 2 AB6"8" 12" MINAC PLUGBACK OF CURB DEFINEDBY CONTROL JOINTSIDEWALKDTL C-4A11R=11"R=6"5"6"6" PCC15"24"3"8"6"DOWELTYP6" PCC12" MINAC PLUG6" CL 2 AB1:6 BATTERTYP 1:6 BATTERTYP
8/17/2026SPECIAL CURB AND GUTTERC-2BA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
VALLEY GUTTER SPECSCONCRETELONGITUDINAL REBARWm#4 REBAREQUALSPACING(FT)(IN)COUNT(IN)43/43216133381 1/2430TYPE "F"VALLEY GUTTERNOTES:1.VALLEY GUTTERS REQUIRE APPROVAL BY THE PUBLIC WORKS DIRECTOR.2.REFER TO DETAIL C-1 FOR ALL CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISENOTED ON THIS SHEET.3.VALLEY GUTTERS SHALL NOT BE INSTALLED WHERE LONGITUDINAL SLOPE EXCEEDS 6%.4.SLOPE GUTTER TO FLOWLINE. CROSS SLOPE SHALL NOT EXCEED 4%.5.EXPANSION JOINTS SHALL BE PLACED AS SHOWN AND AT 50' MAX INTERVALS WITH 12"X12"SLIP DOWELS.6.CONTROL JOINTS SHALL BE PLACED CENTER BETWEEN EXPANSION JOINTS OR ATMAXIMUM 10' INTERVALS.7.PROVIDE #4 REBAR 21" O.C. E.W. IN APRON. GUTTER REBAR SHALL EXTEND ACROSS THEAPRON.8.WHERE INSTALLING NEW VALLEY GUTTER ADJACENT TO EXISTING PAVEMENT, A 12" MINWIDE AC PLUG SHALL BE PROVIDED.9.GUTTER FLOW ARROWS SHOWN ON THE PLAN ARE FOR EXAMPLE ONLY. DESIGNFLOWLINE SHALL FLOW TOWARD A CITY STORM DRAIN FACILITY AND SHALL NOT HAVEPONDING WITHIN THE GUTTER.
PLANSECTION A-ALONGITUDINAL REBAR, TYPSEE TABLEWW/26"TYP1:6 BATTERTYP3" CLRTYP8" PCC6" CL 2 ABOR MATCH EX AB THICKNESSWHICHEVER IS GREATER℄CONTROL JOINTTYPWAAFLOWLINETYPDOWEL TYPDTL C-2AAPRONNOTE 7W/2#4 REBAR - 6'±AT 45° ANGLETYPEXPANSION JOINTTYPAPRONNOTE 7 2'STDEXTEND VALLEY GUTTERREBAR ACROSS APRONNOTE 7TYP
m12" MINAC PLUGFACE OF CURBBACK OF WALKFACE OF CURBBACK OF WALK #4 REBAR, TYPTRANSVERSE 21" O.C.
8/17/2026VALLEY GUTTERC-2CA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.REFER TO DETAIL C-1 FOR ALL CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE NOTED ON THIS SHEET.2. ALL SECTIONS SHALL BE AT LEAST 4" THICK.3. CONCRETE SHALL BE CLASS "B" (5 SACK).4.BOTH SIDES OF THE DITCH SHALL BE FORMED WITH 2"x4" LUMBER AS SHOWN.5.DITCH SIDES SHALL BE BACKFILLED AND COMPACTED IMMEDIATELY AFTER THE REMOVAL OF SIDE FORMS.6. NO CONCRETE SHALL BE PLACED PRIOR TO FORM INSPECTION BY THE ENGINEER.7. NO DITCH IS TO BE CONSTRUCTED ON FILLED GROUND PRIOR TO CERTIFICATION OF THE FILL BY THE GEOTECHNICAL ENGINEER.8.NO EXPANSION JOINTS SHALL BE REQUIRED.
TYPE "A" CONCRETE LINED DITCHESTYPE "B" CONCRETE LINED DITCHES 1:11:16"12"6"4"4"12"VARIES12" MIN
1:112"SLOPE TO MATCH BANK8"2"X4" FORM2"X4" FORM
2"X4" FORM
8/17/2026DITCHESC-3A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.REFER TO DETAIL C-1 FOR ALL CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE NOTED ON THIS SHEET.2.SIDEWALKS SHALL BE POURED MONOLITHIC WITH CURBS AND GUTTERS.3.INSTALL DOWELS AT EXPANSION JOINTS. CENTER DOWELS BETWEEN CONTROL AND SCORE JOINTS FOR 3' OR SMALLER PANELS, ORTWO EVEN-SPACED DOWELS FOR 3' TO 5' PANELS.4.EXPANSION, CONTROL, AND SCORE JOINTS SHALL BE PLACED PER SPECIFICATIONS ON CITY DETAIL C-1.5.NEW CONCRETE SHALL CONFORM TO EXISTING SIDEWALK AT THE NEAREST JOINT.6.WHERE EXISTING SIDEWALK WIDTHS ARE LESS THAN THE MINIMUM 5', PROVIDE A SIDEWALK WIDTH TRANSITION OF ONE PANEL LENGTH.7.POSTS FOR SIGNAGE, PEDESTRIAN PUSH BUTTONS, OR PARKING METERS SHALL BE SET 18" ON CENTER FROM THE FACE OF CURB. ALLOTHER VERTICAL OBSTRUCTIONS SHALL PROVIDE 18" MIN CLEARANCE TO FACE OF CURB.8.THE CLEAR WIDTH PEDESTRIAN PATH OF TRAVEL AT LOCATIONS OF VERTICAL OBSTRUCTIONS SHALL BE A MINIMUM OF 32" CLEARANCEFOR A LENGTH NOT GREATER THAN 24".9.REFER TO CITY DETAIL C-4 FOR CONFORMING AT EXISTING SIDEWALK OR REPLACING EXISTING SIDEWALK.10.SIDEWALK WIDTHS AT NEW DEVELOPMENT SHALL CONFORM TO THE CURRENT PEDESTRIAN MASTER PLAN.11.UNDERMINING OF THE SIDEWALK, CURB, OR GUTTER IS NOT ALLOWED.SECTION A-AISOMETRIC VIEWVARIES(2' TYP)NOTE 3SLOPE= 1%-1.5%4" PCC (TYPE A CURB)6" PCC (ALL OTHERS)6" CL 2 AB4" 11SIDEWALK POUREDMONOLITHIC WITHCURB AND GUTTERAAABACK OFWALKPEDESTRIAN SIDEWALKSEE BELOWBACK OF CURBDEFINED BYCONTROL JOINTPOSTS AND METERS18" O.C. FROM FCNOTE 7 4" DOWEL, TYPNOTE 3⅊
CLEAR WIDTHNOTE 8CONTROL JOINT SPACING NOTE 4SCORE JOINT EVEN SPACING NOTE 4 PEDESTRIAN ZONEVARIES (5' MIN)FURNISHING ZONEVARIES (0'-4')BACK OF CURBDEFINED BYCONTROL JOINTAC PLUG 8/17/2026STANDARD SIDEWALK(MONOLITHIC)C-4AA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
SECTION A-ANOTES:1.REFER TO DETAIL C-1 FOR ALL CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE NOTED ON THIS SHEET.2.INSTALL DOWELS AT EXPANSION JOINTS. CENTER DOWELS BETWEEN CONTROL AND SCORE JOINTS FOR 3' OR SMALLER PANELS, ORTWO EVEN-SPACED DOWELS FOR 3' TO 5' PANELS.3.EXPANSION, CONTROL, AND SCORE JOINTS SHALL BE PLACED PER SPECIFICATIONS ON CITY DETAIL C-1.4.NEW CONCRETE SHALL CONFORM TO EXISTING SIDEWALK AT THE NEAREST JOINT.5.WHERE EXISTING SIDEWALK WIDTHS ARE LESS THAN THE MINIMUM 5', PROVIDE A SIDEWALK WIDTH TRANSITION OF ONE PANEL LENGTH.6.POSTS FOR SIGNAGE, PEDESTRIAN PUSH BUTTONS, OR PARKING METERS SHALL BE SET 18" ON CENTER FROM THE FACE OF CURB. ALLOTHER VERTICAL OBSTRUCTIONS SHALL PROVIDE 18" MIN CLEARANCE TO FACE OF CURB.7.THE CLEAR WIDTH PEDESTRIAN PATH OF TRAVEL AT LOCATIONS OF VERTICAL OBSTRUCTIONS SHALL BE A MINIMUM OF 32" CLEARANCEFOR A LENGTH NOT GREATER THAN 24".8.REFER TO CITY DETAIL C-4 FOR CONFORMING AT EXISTING SIDEWALK OR REPLACING EXISTING SIDEWALK.9.SIDEWALK WIDTHS AT NEW DEVELOPMENT SHALL CONFORM TO THE CURRENT PEDESTRIAN MASTER PLAN.
ISOMETRIC VIEWAAAPARK STRIPCONSISTING OF LANDSCAPE,SPECIAL PAVING,OR OTHER SURAFACES
BACK OFWALK
VARIES(2' TYP)PEDESTRIAN ZONEVARIES (5' MIN)PARK STRIPVARIES (3' TYP)NOTE 2SLOPE= 1%-1.5%4"4" PCC6" CL 2 AB4" PEDESTRIAN SIDEWALKSEE BELOWPOSTS AND METERS18" O.C. FROM FCNOTE 6 DOWEL, TYPNOTE 2⅊
CLEAR WIDTHNOTE 7CONTROL JOINT SPACING NOTE 3SCORE JOINT EVEN SPACING NOTE 3 8/17/2026STANDARD SIDEWALK(SEPARATED)C-4BA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.THIS DETAIL IS FOR SIDEWALK RESTORATION, REPLACEMENT, OR CONFORMING DUE TO MINOR CONSTRUCTION OR DAMAGE.RESTORATION OR REPLACEMENT LIMITS SHALL BE DETERMINED BY A PUBLIC WORKS INSPECTOR WITH 2 SIDEWALK PANELS AS THEMINIMUM WIDTH.2.REFER TO DETAIL C-1 FOR ALL CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE NOTED ON THIS SHEET.3.FOR SIDEWALK REPAIR DUE TO WEATHERING CRACKING, TREE UPHEAVAL, OR ADA NON-COMPLIANCE, THEN A SINGLE PANEL MAY BEREPAIRED INDIVIDUALLY.4.NO PARTIAL PANEL REPAIRS ALLOWED. SIDEWALK RESTORATION SHALL REPLACE THE ENTIRE SIDEWALK PANEL.5.RESTORATION SHALL MATCH THE EXISTING SIDEWALK WIDTH UNLESS OTHERWISE REQUIRED BY THE PUBLIC WORKS DIRECTOR.6.WHERE SIDEWALK IS ADJACENT TO CURB AND GUTTER, RESTORATION SHALL INCLUDE REPLACEMENT OF THE CURB AND GUTTER TOINSTALL AS MONOLITHIC SIDEWALK, CURB, AND GUTTER.7.SAWCUTTING SHALL BE AT EXISTING SIDEWALK JOINTS. IF EXISTING CURB AND GUTTER JOINTS DO NOT ALIGN WITH THE SIDEWALKJOINTS, CONTINUE THE SAWCUT FROM THE SIDEWALK THROUGH THE GUTTER TO CREATE A NEW JOINT.8.NEW SIDEWALK SHALL BE FLUSH WITH EXISTING SIDEWALK.9.NEW GUTTER FLOWLINE SHALL BE FLUSH WITH EXISTING FLOWLINE.10.DOWEL INTO EXISTING CONCRETE. WHERE EXISTING SIDEWALK THICKNESS IS LESS THAN 3", NEW SIDEWALK SHALL KEY INTO THEEXISTING SIDEWALK INSTEAD OF DOWELING IN.11.UNDERMINING EXISTING CONCRETE SHALL NOT BE ALLOWED.12.IN THE DOWNTOWN AREA: RESTORATION SHALL BE A FULL PANEL (BRICK LINE TO BRICK LINE) OR AS DIRECTED BY THE PUBLICWORKS INSPECTOR IN THE FIELD. SIDEWALK PATTERN, MATERIAL, AND FINISH SHALL MATCH EXISTING UNLESS OTHERWISEAPPROVED BY THE PUBLIC WORKS DIRECTOR.
ISOMETRIC VIEWNEW SIDEWALKPER DTL C-4A OR C-4BBACK OF CURBDEFINED BYCONTROL JOINTDOWEL INTO EXISTINGNOTE 10NEW CURB AND GUTTERPER DTL C-2AEXISTING SIDEWALKSEXISTING CURBAND GUTTER PROPERTY SIDESTREET SIDE1.5% MAXSAWCUT AT NEAREST JOINTNOTE 7REPLACE FROM EXISTING JOINT TO EXISTING JOINT NOTE 1 8/17/2026SIDEWALK RESTORATIONC-4CA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
DETAIL ASECTION A-ANOTES:1.REFER TO DETAIL C-1 FOR ALL CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE NOTED ON THIS SHEET.2.DRIVEWAY SHALL BE POURED MONOLITHIC WITH THE GUTTER.3.EXPANSION, CONTROL, SCORE JOINTS, AND DOWELS SHALL BE PLACED PER SPECIFICATIONS ON CITY DETAIL C-1.4.PROVIDE EXPANSION JOINT BETWEEN PUBLIC SIDEWALK AND PRIVATE DRIVEWAY.5.DRIVEWAY EDGE MINIMUM CLEARANCES ARE 1' TO PARCEL LINE AND CURB INLETS, 5' TO FIRE HYDRANTS, 15' TO CURB RETURNS, AND 22' TOTHE NEAREST DRIVEWAY SERVING THE SAME PARCEL UNLESS APPROVED OTHERWISE BY THE PUBLIC WORKS DIRECTOR.6.DRIVEWAYS FOR SINGLE-FAMILY SHALL BE 10' TO 12' WIDE. PUBLIC WORKS DIRECTOR APPROVAL REQUIRED FOR UP TO 20' WIDE MAXIMUM.7.DRIVEWAYS FOR NON-SINGLE-FAMILY SHALL BE 12' TO 26' WIDE.8.NEW CONCRETE SHALL CONFORM TO EXISTING AT THE NEAREST JOINT.9.DRIVEWAYS FOR TRUCK OR EVA SHALL BE 8" THICK PCC AND INCLUDE #4 REBAR AT 18" ON CENTER EACH WAY OR 6"X6" METAL WIRE MESH.
ISOMETRIC VIEWNOTE 3PEDESTRIAN ZONEVARIES (5' MIN)SLOPE= 1%-1.5%6"1"1"PARK STRIP/DRIVEWAY ZONEVARIES (4' TO 6')24" A A
6"
PARK STRIPOR SIDEWALKPEDESTRIANSIDEWALK
6" CL 2 AB
12"R1"R6" PCC (STANDARD)8" PCC (TRUCK OR EVA)NOTE 9DETAIL A
BACK OFWALKPARK STRIPOR SIDEWALKPEDESTRIAN SIDEWALK
6"TRANSITION
BACK OF CURBDEFINED BYCONTROL JOINTTYPE AGUTTER
BACK OF WALKNOTE 4SCOREJOINTTYPCONTROLJOINTTYP
DOWELS, TYPNOTE 3DRIVEWAY WIDTH NOTE 6 & 7TRANSITION 18"CLEARANCE NOTE 5 SCORE JOINT EVEN SPACING NOTE 3CONTROL JOINT SPACING NOTE 3
AC PLUGCONTROLJOINT, TYP
VERTICAL OBSTRUCTIONS18" MIN CLEARCLEARANCE NOTE 5 8/17/2026STANDARD DRIVEWAYC-5AA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
SECTION A-ANOTES:1.REFER TO DETAIL C-1 FOR ALL CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE NOTED ON THIS SHEET.2.DRIVEWAY SHALL BE POURED MONOLITHIC WITH THE GUTTER.3.EXPANSION, CONTROL, SCORE JOINTS, AND DOWELS SHALL BE PLACED PER SPECIFICATIONS ON CITY DETAIL C-1.4.PROVIDE EXPANSION JOINT BETWEEN PUBLIC SIDEWALK AND PRIVATE DRIVEWAY.5.DRIVEWAY EDGE MINIMUM CLEARANCES ARE 1' TO PARCEL LINE AND CURB INLETS, 5' TO FIRE HYDRANTS, 15' TO CURB RETURNS, AND 22' TOTHE NEAREST DRIVEWAY SERVING THE SAME PARCEL UNLESS APPROVED OTHERWISE BY THE PUBLIC WORKS DIRECTOR.6.DRIVEWAYS FOR SINGLE-FAMILY SHALL BE 10' TO 12' WIDE. PUBLIC WORKS DIRECTOR APPROVAL REQUIRED FOR UP TO 20' WIDE MAXIMUM.7.DRIVEWAYS FOR NON-SINGLE-FAMILY SHALL BE 12' TO 26' WIDE.8.NEW CONCRETE SHALL CONFORM TO EXISTING AT THE NEAREST JOINT.9.DRIVEWAYS FOR TRUCK OR EVA SHALL BE 8" THICK PCC AND INCLUDE #4 REBAR AT 18" ON CENTER EACH WAY OR 6"X6" METAL WIRE MESH.10.WHERE CONSTRAINED BY R.O.W. WIDTHS, REDUCE TO 36" MINIMUM WITH PUBLIC WORKS DIRECTOR APPROVAL.
DETAIL AISOMETRIC VIEWAAPEDESTRIAN ZONEVARIES (4' MIN)NOTE 1024"NOTE 3 1%-1.5%PARK STRIP/DRIVEWAY ZONEVARIES (2.5' MIN)6"
APEDESTRIANSIDEWALKDETAIL A
BACK OFWALKPEDESTRIAN SIDEWALK
6" CL 2 AB6" PCC (STANDARD)8" PCC (TRUCK OR EVA)NOTE 91"1"12"R1"RPARK STRIP ORCONCRETE SIDEWALKBACK OF CURBDEFINED BYCONTROL JOINTTYPE AGUTTER BACK OF WALKNOTE 4
DOWELS, TYPNOTE 3
SCORE JOINT EVEN SPACING NOTE 3CONTROL JOINT SPACING NOTE 3DRIVEWAY OPENING NOTE 6 & 7TRANSITION 18"CLEARANCE NOTE 5CONTROLJOINT, TYP6"TRANSITIONAC PLUG PARK STRIPOR SIDEWALKVERTICALOBSTRUCTIONS18" MIN CLEAR
6"
CLEARANCE NOTE 5
8/17/2026LIMITED ROW DRIVEWAYC-5BA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.THIS PRIVATE DRIVEWAY DETAIL SHALL BE USED AS THE INGRESS/EGRESS INTERFACE BETWEEN PUBLICRIGHT-OF-WAY AND PRIVATELY OWNED STREETS.2.REFER TO DETAIL C-1 FOR ALL CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE NOTED ON THIS SHEET.3.PUBLIC ACCESS EASEMENT SHALL BE GRANTED AS REQUIRED TO ALLOW PUBLIC USE OF CURB RAMPS.4.CONCRETE APRON CROSS SLOPES SHALL NOT EXCEED 4%.5.EXPANSION JOINTS SHALL BE PLACED WITH 12"X12" SLIP DOWELS AT 30" O.C.6.CONTROL JOINTS SHALL BE PLACED AT THE CENTERLINE OF THE DRIVEWAY OR 10' MAX INTERVALS.7.BASE ROCK SHALL EXTEND 1' BEYOND LIP OF GUTTER PRIOR TO POURING CONCRETE.8.WHERE INSTALLING NEW DRIVEWAY ON EXISTING STREETS, A 12" MIN WIDE AC PLUG SHALL BE PROVIDED.9.CALTRANS CURB RAMP CASES A, C, G, CH AND CM ARE ACCEPTABLE CURB RAMP LAYOUTS.
PLANSECTION A-A
STOP20' MINPRIVATE STREET"STOP"MARKING"STOP" SIGNCALTRANS R-11' STOP LINEWHERE SIDEWALKCONTINUES ON-SITECURB WHERE SIDEWALKDOES NOT CONTINUEON-SITEFACE OF CURBLIP OF GUTTERCURB RAMPNOTE 9CURB RAMPNOTE 98'SWPRIVATESWGUTTER FLOWLINELIP OF GUTTERFACE OFCURB CITY ROWPRIVATE STREETSSPACINGNOTE 6CONTROLJOINTNOTE 63% MAX10' MIN2'6"#4 REBAR18" O.C. E.W.CENTERED8" PCC6" CL 2 ABDOWELS, TYPNOTE 5CITY ROWPRIVATE STREETS3% MAXDOWELS, TYPNOTE 5 2'VARIES1%-1.5%4' ADA PATHVARIESVARIES
SW10'MIN4'ADAPATHAA4'ADAPATH10' RADIUS,TYPEXPANSIONJOINT, TYP12" MINAC PLUG12" MINAC PLUG 8/17/2026PRIVATE STREET ENTRANCEC-5CA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
CASE "A"STANDARDCASE "C"NARROW SIDEWALKSNOTES:1.ALL CITY CURB RAMPS ARE BASED ON CALTRANS STANDARD PLANS FOR CURB RAMPS. DESIGNS SHALL COMPLY WITH WHICHEVER STANDARD IS MORESTRICT. REFER TO CALTRANS STANDARD PLANS FOR ALL OTHER DETAILS RELATED TO CURB RAMPS.2.CASE A SHALL BE USED FOR ALL RAMPS AND SHALL BE DIRECTIONAL. CASE C MAY BE USED ON SIDEWALKS WITH LIMITED WIDTH.3.FOR ANY CASE UNABLE TO BE ADDRESSED BY THIS STANDARD OR THE CALTRANS STANDARD PLANS DUE TO PHYSICAL CONSTRAINTS, MODIFIEDRAMPS ON DETAIL C-6B SHALL BE USED.4.REFER TO DETAIL C-1 FOR ALL CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE NOTED ON THIS SHEET.5.SIDEWALK AND RAMP THICKNESS IS 4" MINIMUM AND CONSTRUCTED PER DETAIL C-4A.6.DETECTABLE WARNING SURFACES SHALL BE CAST IN PLACE AND SHALL BE YELLOW COLOR #33538 OF FED-STD-595. NO UTILITY BOXES ALLOWEDWITHIN THE DETECTABLE WARNING AREA.7.THE BOTTOM OF THE RAMP SHALL BE FLUSH WITH THE GUTTER FLOWLINE.8.WHERE INSTALLING RAMPS IN EXISTING STREETS, A (1' MINIMUM, 4' MAXIMUM) AC PLUG FOR THE FULL WIDTH OF THE RAMP SHALL BE PROVIDED.9.CATCH BASINS SHALL BE RELOCATED OUTSIDE OF THE LOWER LANDING OF A RAMP WITH A MINIMUM 1-FT SEPARATION.10.ANY SIGNAGE, SIGN POSTS, OR PAVEMENT STRIPING REMOVED DURING CONSTRUCTION OF CURB RAMPS SHALL BE REPLACED AND/OR REINSTALLEDAS DIRECTED BY THE PUBLIC WORKS DIRECTOR.
SECTION A-ASECTION C-CNOTE 6
NOTE 6TOP OF CURB TOMATCH RAMP SLOPETYP
AACC
RAMPFLARERAMP6" MIN HIGH RETAINING CURBAS NECESSARYRAMP FLARETOP OF RAMPROUNDED TRANSITIONGUTTER FLOWLINENOTE 7GUTTER FLOWLINENOTE 7RETAINING CURBAS NECESSARYUPPERLANDINGCATCH BASINNOTE 91'MINCATCH BASINNOTE 9
BACK OFCURBLIP OF GUTTERUPPER LANDINGLOWER LANDINGUPPER LANDING 24"GUTTER24"GUTTERAC PLUG1' MIN WIDE4' MAX WIDEBACK OFSIDEWALK 1'MINLIP OF GUTTERBACK OF CURBBACK OF SIDEWALKRAMPRAMPLOWERLANDING AC PLUG1' MIN WIDE4' MAX WIDEUPPER LANDINGLOWERLANDING
MM/DD/YYYYCURB RAMPSC-6AA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
OBSTRUCTION CLEARANCESRAMP OBSTRUCTION NOTES:1.VERTICAL OBSTRUCTIONS SHALL NOT BE INSTALLED IN THE RAMP.2.EXISTING OR NEW FIRE HYDRANTS MAY BE ALLOWED WITHIN RAMP FLARES WITH PUBLIC WORKSDIRECTOR APPROVAL.3.NEW UTILITY AND SIGNAL POLES SHALL NOT BE INSTALLED IN NEW RAMP FLARES. EXISTING UTILITYAND SIGNAL POLES MAY BE ALLOWED WITHIN RAMP FLARES WITH PUBLIC WORKS DIRECTORAPPROVAL.4.UTILITY BOXES SHALL NOT BE INSTALLED IN THE RAMP.
MERGED CURB RAMPALLEY CROSSING CURB RAMPMODIFIED RAMP NOTES:1.THESE MODIFIED RAMPS SHALL ONLY BE USED WHERE EXISTING CONSTRAINTS RESTRICT THE USE OF THE STANDARD CURB RAMPS FROMDETAIL C-6A. MODIFIED RAMPS REQUIRE SPECIAL APPROVAL FROM THE PUBLIC WORKS DIRECTOR.2.REFER TO DETAIL C-6A FOR ADDITIONAL RAMP NOTES.2.REFER TO DETAIL C-1 FOR ALL CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE NOTED ON THIS SHEET OR DETAIL C-6A.3.LANDINGS SHALL HAVE 4'-2" MINIMUM WIDTH AND LENGTH AND BE DESIGNED TO 1.0%-1.5% CROSS SLOPE AND RUNNING SLOPE, EXCEPT WHERESTREET RUNNING SLOPE EXCEEDS 5% THEN THE UPPER LANDING SHALL BE DESIGNED AS LEVEL TO THE EXTENT FEASIBLE.4.LOWER LANDINGS WITHIN THE ROADWAY, SUCH AS CASE A, SHALL HAVE 4'-2" MINIMUM WIDTH AND LEGTH AND BE DESIGNED TO 1.0%-1.5% CROSSSLOPE PARALLEL TO THE CURB AND 1.0%-4.5% MAX SLOPE PERPENDICULAR TO THE CURB. 6"MIN6"MINFLARED SIDESFLARED SIDERAMP WIDTHFIRE HYDRANTNOTE 2UTILITY OR SIGNAL POLENOTE 3 RETAINING CURBAS NECESSARYGUTTERFLOWLINEGUTTER5' MIN5' MIN7.5%MAX7.5%MAX
7.5%MAX
1.5% MAX1.5% MAX1.5% MAX5' MINGUTTERFLOWLINEGUTTERFACE OFCURBFACE OFCURBPROPERTYLINEPROPERTYLINEALLEY(MINOR STREET)MAJORSTREETVARIESVARIESVARIESRAMPRAMPRAMP⅊⅊⅊ ⅊UPPERLANDINGLOWERLANDINGLOWERLANDINGUPPERLANDINGUPPERLANDING 8/17/2026CURB RAMP CLEARANCESAND MODIFICATIONSC-6BA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
PLANSECTION A-ADETAIL ANOTES:1.REFER TO DETAIL C-1 FOR ALL CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE NOTED ON THIS SHEET.2.EXPANSION JOINTS SHALL BE PLACED AT 50' INTERVALS OR AS SHOWN WITH 12"X12" SLIP DOWELS AT 30" O.C.3.NEW CONCRETE SHALL CONFORM TO EXISTING AT THE NEAREST JOINT UNLESS APPROVED OTHERWISE.4.CONTROL AND SCORE JOINTS SHALL BE PLACED PER SPECIFICATIONS ON CITY DETAIL C-1.5.BASE ROCK SHALL EXTEND 1' BEYOND LIP OF GUTTER PRIOR TO POURING CONCRETE.6.WHERE INSTALLING PAD IN EXISTING STREETS, A 12" MIN WIDE AC PLUG SHALL BE PROVIDED.7.POUR SIDEWALK SEPARATELY FROM CURB.8.PAVEMENT FOR SIDEWALK SHALL CONFORM TO CITY DETAIL C-4B.9.PUBLIC ACCESS EASEMENTS SHALL BE GRANTED TO THE CITY AS NECESSARY.DETAIL B 10'18'RTYPFLOWLINEDOWELSTYPFACE OF CURBBACK OF WALK80'EXPANSION JOINTSTYPSIDEWALKSDTL C-4BCONFORMNOTE 3 8'-1"AA8'-1"6"6"1"12"R1"R
DETAIL AOPTIONALSHELTER & PADBY OTHERS11.5" PCC6" CL 2 ABSLOPE= 1%-1.7%3% MAX2'6"3% MAX2'#3 REBAR18" O.C. E.W.#4 REBAR18" O.C. E.W.CENTERED3" CLEAR3"11.5" PCCBACK OF CURBDETAIL BNOTE 7BACK OF CURBNOTE 7CONTROLJOINTSTYP12" MINAC PLUGCONCRETE CURBCONCRETESIDEWALK14" EXPANSION JOINT#4 X 8" SLIP DOWEL24" O.C.8/17/2026BUS TURNOUTC-7A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
PLAN
DETAIL ADETAIL BNOTES:1.REFER TO DETAIL C-1 FOR ALL CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE NOTED ON THIS SHEET.2.EXPANSION JOINTS SHALL BE PLACED AT 50' INTERVALS OR AS SHOWN WITH 12"X12" SLIP DOWELS AT 30" O.C.3.NEW CONCRETE SHALL CONFORM TO EXISTING AT THE NEAREST JOINT UNLESS APPROVED OTHERWISE.4.CONTROL AND SCORE JOINTS SHALL BE PLACED PER SPECIFICATIONS ON CITY DETAIL C-1.5.BASE ROCK SHALL EXTEND 1' BEYOND NEW CONCRETE PRIOR TO POURING CONCRETE.6.WHERE INSTALLING PAD IN EXISTING STREETS, A 12" MIN WIDE AC PLUG SHALL BE PROVIDED.7.POUR SIDEWALK SEPARATELY FROM CURB.8.PAVEMENT FOR SIDEWALK SHALL CONFORM TO CITY DETAIL C-4B.
SECTION A-A10'DOWELSTYPFACE OF CURBBACK OF WALK80'EXPANSIONJOINTSTYPSIDEWALKSDTL C-4BCONFORMNOTE 3 10'-1"AAOPTIONALSHELTER & PADBY OTHERSBACK OF CURBNOTE 7CONTROLJOINTSTYP6"1"12"R1"R3" CONCRETE CURBCONCRETESIDEWALK14" EXPANSION JOINT#4 X 8" SLIP DOWEL24" O.C. 8'-1"6"DETAIL A11.5" PCC6" CL 2 AB3%-5%#4 REBAR18" O.C. E.W.CENTERED3" CLEARBACK OF CURBDETAIL BNOTE 712" MINAC PLUGSLOPEMATCH EX PAVEMENTGRADE BREAKTO MATCH EXGUTTERDOWELSTYPFACE OF CURBCONFORMNOTE 3 8/17/2026CONCRETE PADC-8A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
PAVER MEDIAN
STANDARD MEDIAN NOTES:1.REFER TO DETAIL C-1 FOR ALL CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE NOTED ON THIS SHEET.2.PAVER AND/OR LANDSCAPED MEDIANS SHALL COMPLY WITH PARKS & RECREATION DIVISION (P&R) STANDARD DETAILS AND BEINSTALLED WHERE DIRECTED BY P&R.3.CONCRETE MEDIAN STAMP PATTERN AND COLORING SHALL BE APPROVED BY PARKS & RECREATION PRIOR TO INSTALL. A SAMPLE MAYBE REQUIRED TO BE SUBMITTED FOR REVIEW.4.MEDIANS SHALL HAVE A MINIMUM 1% SLOPE TOWARD THE CURB OR DRAIN.5.CURB SHALL BE TYPE "C" VERTICAL CURB WHEN ROAD SLOPES AWAY FROM MEDIAN AND TYPE "A" CURB AND GUTTER WHEN ROADSLOPES TOWARD MEDIAN.6.WHERE INSTALLING MEDIANS IN EXISTING STREETS, A 12" MIN WIDE AC PLUG SHALL BE PROVIDED.7.ALL UTILITY OR SERVICE BOXES SHALL BE RESET TO GRADE AS REQUIRED.CONCRETE MEDIAN VARIES1' MINCURBS, TYPNOTE 5INTERLOCKING PAVERSNOTE 2REFER TO P&R DETAILSFOR SAND BEDDINGAND BASE 4" CL 2 AB4" PCCSTAMP AND COLORNOTE 3VARIES1' MINCURBS, TYPNOTE4INSTALL #4 REBAREVERY 4' ALONG CURBTYPFLTCFLTC
AC PLUGAC PLUG
AC PLUGAC PLUG
8/17/2026STANDARD MEDIANC-9AA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
MOUNTABLE MEDIANSECTION A-ACURBTRANSITIONMOUNTABLE MEDIANPLAN MOUNTABLE MEDIAN NOTES:1.MOUNTABLE MEDIAN SHALL ONLY BE INSTALLED WHERE DIRECTED BY THE PUBLIC WORKS DIRECTOR AND USED ONMEDIANS 2'-3' WIDE WHERE VEHICULAR TRAFFIC IS EXPECTED TO CROSS OVER (INTERSECTIONS AND DRIVEWAYS).1.REFER TO DETAIL C-1 FOR ALL CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE NOTED ON THIS SHEET.2.MOUNTABLE MEDIAN SHALL MATCH THE WIDTH OF THE MEDIAN CONNECTING TO IT.3.EXPANSION JOINT SHALL BE PLACED BETWEEN MOUNTABLE MEDIAN AND THE STANDARD MEDIAN WITH 12"X12" SLIPDOWELS (CENTER BETWEEN CONTROL JOINTS).
ALIGNALONG FLBC1' CURBTRANSITIONCURBMOUNTABLECURBTC5'-10'MEDIAN WIDTHAACURBTRANSITIONBCSCORE LINETCCONTROLJOINTSAWCUT &CONFORMAC PLUGFL1' 4-#4 REBARSLONGITUDINAL2.5" CLR TO CORNERS10"2"MATCH MEDIAN3'-2" MAX6"6"#2 TIES 12" O.C.2" CLR6" CL 2 AB6"1"RTCSCOREBCSAWCUT &CONFORMEX ACPAVEMENTFLSAWCUT &CONFORMEX ACPAVEMENTEXPANSIONJOINTNOTE 312" MINAC PLUG12" MINAC PLUG DOWELNOTE 3
8/17/2026MOUNTABLE MEDIANC-9BA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
DOWEL-IN MEDIAN2' WIDEDOWEL-IN MEDIAN
TACK-ON MEDIAN NOTES:1.DOWEL-IN MEDIANS REQUIRE SPECIAL APPROVAL FROM PUBLIC WORKS DIRECTOR.2.WITHIN 35-FT OF INTERSECTION, ONLY STANDARD CONCRETE MEDIANS AND MOUNTABLE MEDIANS SHALL BE USED.3.REFER TO DETAIL C-1 FOR ALL CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE NOTED ON THIS SHEET.4.4# LONGITUDINAL REBAR WIRED WITH #14 WIRE TO VERTICAL #4 REBAR 12" LONG GROUTED IN HOLES DRILLED 4' O.C.5.PROVIDE SCORE LINE 6" BEHIND TOP OF CURB TO CREATE THE BACK OF CURB LINE. 6"1"6"1"12"PCCTC1"6"EX ACPAVEMENTEX BASE6"#4 VERTICAL REBAR4' O.C. ALONG MEDIANNOTE 4#4 LONGITUDINAL REBARNOTE 4EX BASE#4 VERTICAL REBAR, TYP4' O.C. ALONG MEDIANNOTE 46"1"6"1"VARIES12" MIN1"6"6"#4 LONGITUDINAL REBAR, TYPNOTE 4FLTC FL
BC
BCEX ACPAVEMENT
8/17/2026DOWEL-IN MEDIANC-9CA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
MONUMENT LIDNOTES:1.CITY DATUM IS SAN MATEO VERTICAL DATUM.2.MARKER DISK SHALL BE 3" BRASS DISK. EXACT POINT TO BE DETERMINEDBY ACCURATE SURVEY AND CLEARLY PUNCHED IN TOP OF BRASS MARKERTOGETHER WITH SURVEYOR'S LICENSE IN 18" HIGH NUMERALS.3.CONCRETE MONUMENT AND CONCRETE FRAME SHALL BE CONSTRUCTEDUSING PVC FORM TUBES WHICH MAY BE LEFT IN PLACE.4.DRILL HOLE AND POUR CONCRETE AGAINST UNDISTURBED EARTH.5.CAST FRAME AND LID SHALL BE D&L SUPPLY COMPANY MODELS K-6015-01AND K-6015-R1 OR APPROVED EQUIVALENT.CITYOFSANMATEOL.S./R.C.EBRASS PLATEDETAIL 30" MIN4"10"2"MIN12" MINPCC MONUMENTNOTE 46"Ø MIN6"ØX12" PVCFORM TUBENOTE 3PVCFORM TUBE2"MIN4" MIN CLEARALL AROUNDMARKERDISKNOTE 28" MAX12"ØLID AND FRAME24"Ø6"6"CLASS II ABEX PAVEMENTPCC FRAMENOTE 3EX PAVEMENT BASESTREET SURFACE CAST IRON OR CASTSTEEL FRAME ANDLID, NOTE 5LIFTING NOTCHLID, NON-SKID& TRAFFIC RATED3" EMBEDMENT3"Ø 8/17/2026CITY MONUMENTC-10A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
DRAINAGE NOTES:1.CONCRETE SHALL BE CLASS "A" (6 SACK MIX) UNLESS OTHERWISE NOTED.2.ALL CONCRETE (PRE-CAST AND CAST-IN-PLACE) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS.3.ALL GRATES, LIDS, AND FRAMES SHALL BE DESIGNED TO WITHSTAND H-20 LOADING.4.ALL NEW INLETS MUST HAVE AN INLET MARKER INSTALLED ON CURB. SEE DETAIL D-10.5.FOR ALL INLETS EXCEPT FOR THOSE USED AS JUNCTION BOXES, BASIN FLOORS SHALL HAVE WOOD TROWEL FINISH AND A MINIMUM SLOPE OF 4:1,UNLESS OTHERWISE NOTED, FROM ALL DIRECTIONS TOWARD OUTLET PIPE BY CASTING GROUT FILL ON TOP OF BASE SLAB OR BY CASTING ASPART OF THE STRUCTURE BASE.ACCEPTED PIPE MATERIALS:PIPE MATERIALALLOWED LOCATIONPVC SDR 26PUBLIC ROW / EASEMENTHDPE DR17PUBLIC ROW / EASEMENTREINFORCED CONC PIPE*PUBLIC ROW / EASEMENT* REQUIRES SPECIAL APPROVAL FROM PUBLIC WORKS. 8/17/2026DRAINAGE STANDARD NOTESD-1A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.WHERE THERE IS EXISTING SIDEWALK, CURB, & GUTTER, REMOVE A 20" MINIMUM SECTION OF CURB (AND ALIGN WITH ADJACENTSIDEWALK JOINTS) AND REPLACE SIDEWALK PER DETAIL C-4A AND CURB AND GUTTER PER DETAIL C-2A.2.PIPE MATERIAL SHALL BE 3" DUCTILE IRON PIPE, PVC SCHEDULE 40, OR HDPE.3.PIPE SHALL BE INSTALLED IN CENTER BETWEEN TWO JOINTS, OR FOR MULTIPLE PIPES, PROVIDE 712"" MINIMUM CLEARANCE TO A JOINT.4.SAWCUT SIDEWALK PANELS AT EXISTING JOINTS OR SCORE MARKS. CONSTRUCTION JOINTS SHALL BE INSTALLED WITH 12"X24" SLIPDOWELS EMBEDDED 6" ON BOTH SIDES. PLACE DOWELS CENTERED BETWEEN JOINTS FOR 3' OR SMALLER PANELS, OR TWOEVEN-SPACED DOWELS FOR 3' TO 5' PANELS.5.REFER TO DETAIL C-1 FOR ALL CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE NOTED ON THIS SHEET.6.CORING SHALL NOT BE ALLOWED.7.MULTIPLE PIPES SHALL REQUIRE PUBLIC WORKS DIRECTOR APPROVAL. 3" MIN CLEARANCE BETWEEN PIPES WHERE ALLOWED.8.WHERE CURB HEIGHT IS LESS THAN 6-INCHES, MULTIPLE 1.5" DIAMETER PIPES MAY BE USED, SUBJECT TO PUBLIC WORKS DIRECTORAPPROVAL.SECTION A-AISOMETRIC VIEW6"12"6X6 W10XW10 WIRE MESHIN SIDEWALK℄6"12"2"CLRTOP OF CURB / SIDEWALKGUTTERFLOWLINEBOTTOM OFSIDEWALKBOTTOM OFGUTTER3"Ø PIPEINVERT TO MATCH FLOWLINE3" PCC AROUND PIPEUNDER SIDEWALK 3"Ø PIPENOTE 3SAWCUT AT EXISTING JOINTNOTE 4DOWELS, TYP SINGLE PIPE MAX CAPACITY = 67GPM = 0.15 CFSMATCH EXISTING SIDEWALK4" MIN THICKCURB AND GUTTER,MATCH EXISTING TYPEOUTLET,CUT PIPE FLUSH TO CURB FACEPIPE INVERT TO MATCH FLOWLINESTUB, FOR CONNECTINGON-SITE DRAINAGEFLTC MATCH EXISTING GUTTER6" MIN THICK
REPLACE FROM EXISTING JOINT TO EXISTING JOINTAA℄ 8/17/2026CURB DRAIND-2A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
PLAN
6"6"3'-1 38"2- 12" AT 3" O.C.4'-1"8"3"3"10"2"12"4"4"7"4"9"6"6"4'-1"1'-0" DEPTH, D=VARIES
DOWEL DETAILANCHOR DETAILSECTION B-BSECTION A-A
NOTES:1.CONNECTION PIPES TO BE LOCATED ACCORDING TOPLANS AND BOTTOM OF BASIN TO BE SLOPED TOOUTLET.2.ALL REBAR TO BE 2" CLEAR.2 REQUIRED3 REQUIRED WHEN TOP ATBASIN AND SIDEWALK ARENOT MONOLITHICFRAME & GRATEDOWELCURBANCHOR34"Ø38"ØFULL WELD #4 BARS AT 12" O.C.EACH WAY (PLACE IFD>4')SUBGRADEUNDISTURBEDEARTH ORCRUSHED ROCKR = 3"DOWELSET FACE OFANGLE IN PLANEOF CURBFRAME & GRATENOTE 112"ØX12"AT 10" O.C.GALV. L3- 12"X3- 12"X 516"A ABB
GUTTER
MM/DD/YYYYCATCH BASINTYPE G-3D-3A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
PLAN
6"6"3'-1 38"3'-6"6"9"6"6"3'-6"1'-0"
DEPTH, D=VARIESSECTION A-ANOTES:1.TYPE E-2 CATCH BASIN SHALL ONLY BE USED AS DIRECTED BY PUBLIC WORKS DIRECTOR.2.CONNECTION PIPES TO BE LOCATED ACCORDING TO PLANS AND BOTTOM OF BASIN TO BE SLOPED TO OUTLET.3.WHERE CATCH BASIN IS USED AS AN OUTLET TO A "BUBBLE UP" SYSTEM, ELIMINATE DEPRESSION IN GUTTER AND INSTALLFRAME AND GRATE IN PLANE OF NORMAL GUTTER.9"NOTE 3 FRAME & GRATENOTE 3
#4 BARS@ 12" O.C. EACH WAY(PLACE IF D>4')R = 3"SET FACE OFANGLE IN PLANEOF CURBCURB FACEAA GUTTERSUBGRADEUNDISTURBEDEARTH ORCRUSHED ROCK8/17/2026CATCH BASINTYPE E-3D-4A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
ANCHOR DETAILDOWEL DETAIL2 REQUIRED3 REQUIRED WHEN TOP ATBASIN AND SIDEWALK ARENOT MONOLITHIC SECTION A-ATT6"NOTES:1.TYPE F-2 CATCH BASIN SHALL ONLY BE USED AS DIRECTED BYPUBLIC WORKS DIRECTOR.2.FOR DETAILS OF FRAME AND GRATE, SEE DWG D-6.3.CONNECTION PIPES TO BE LOCATED ACCORDING TO PLANSAND BOTTOM OF BASIN TO BE SLOPED TO OUTLET.4.ALL REBAR SHALL BE 2-INCH CLEAR.5.INSTALL PROTECTION BAR ACROSS OPENING.6.T=6" IF "V" IS 4'-0" OR LESST=8" IF "V" IS BETWEEN 4'-0" & 8'-0"T=10" IF "V" IS 8'-0" OR MORESECTION B-BPLAN
CURB PLATE DETAIL
BBA
A 38"ØWELD ALL ROUNDCURB PLATE38"Ø
SUBGRADEUNDISTURBED EARTHOR CRUSHED ROCK
PLATE & ANCHORGUTTERR=8"SET FACE OF ANGLEIN PLANE OF CURBNOTE 5CURB PLATEGUTTERFLOWLINE61 DOWELANCHORDOWEL4" RON OPENINGFRAME & GRATESEE NOTE 2BLEND WALLS TOI.D. OF PIPEREBAR HOOP(4)12" Ø DEF. BARSX 2'-738" LONG,312" O.C. #4 REBAR AT 12" C-CEACH WAYNOTE 5# 4 REBAR HOOPØ = PIPE O.D. +6"3" CLEARGUTTERFLOWLINETOP OFCURB 14" R1116" RSIDEWALKANCHOR516" X 10" GALV. ROLLED PLATEFORMED AS SHOWN65°718"58"5"7"112"12"2" 6"9"V9"36"23"4150"T6"1" CLR10"3"4" R
3"8"ANCHORPLATE6"2' 158" + 2T6"4' 11" + T(2) 12" Ø DEF. BARS X1'-9" LONG, 12" O.C.DOWEL9" 8/17/2026CATCH BASINTYPE F-2D-5A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
STANDARD FRAME
STANDARD GRATE
SECTION A-ASECTION B-BSECTION C-CSECTION D-DDETAIL ANOTES:1.TOP AND BOTTOM SURFACE OF GRATE TO BE GROUND FLUSH AFTER WELDING.2.ALL METAL SURFACES SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM. ALLFABRICATING, SHEARING, BENDING, AND WELDING SHALL BE DONE PRIOR TO GALVANIZING.3.WELD CROSS BARS AT EVERY 4TH BEARING BAR.
TYP316TYP316TYP3163" x 3" x 14" ANGLETYP212" x 3" x 14" ANGLETYP3" x 3" x 14" ANGLE212" x 3" x 14" ANGLE112"5"3" 3"3"3"3"36"5"3078"5"AA 3078"36"BBDCDC25316"30"END BAR, TYP212" X 38" STEEL(2 REQUIRED)BEARING BAR, TYP212" X 38" STEEL(18 REQUIRED)TYP3161", TYPDETAIL ACROSS BAR, TYP14"Ø STEEL(4 REQUIRED)6", TYP30"BEARING BAR212" X 38" STEEL END BAR212" X 38" STEELBEARING BAR, TYP212"516"516"212"25316"1", TYP TYP316CROSS BARNOTE 3
8/17/2026CATCH BASINFRAME AND GRATED-6A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
APRON PLANGUTTER SLOPE ≤5%APRON PLANGUTTER SLOPE >5%NOTES:1.REFER TO DETAIL C-1 FOR ALL CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE NOTED ON THIS SHEET.2.ATTACH INLET MARKER (MEDALLION) ON TOP CURB CENTERED ABOVE THE INLET. INLET MARKER TO BE PROVIDED BYPUBLIC WORKS. SEE DETAIL D-10.3.INSTALL EXPANSION JOINT AND DOWEL INTO EXISTING CURB AND GUTTER PER STD C-2A.4.WHERE INSTALLING INLET APRONS IN EXISTING STREETS, A 12" MIN WIDE AC PLUG SHALL BE PROVIDED.
VARIES PER BASIN TYPE3'3' TCFLLGJOINT TYPNOTE 3
OPENING VARIESPER BASIN TYPEVARIES PER BASIN TYPE5'2' TCFLLG JOINT TYPNOTE 3
CONCRETEAPRON
CONCRETEAPRONINLET MARKERNOTE 2
INLET MARKERNOTE 2≤5%≤5%
>5%VARIES>5%
≤8%≤8%
VARIES
OPENING VARIESPER BASIN TYPEDOWEL TYPNOTE 3
DEPTH VARIESPER BASIN TYPE
DEPTH VARIESPER BASIN TYPE
DOWEL TYPNOTE 3
CONCRETECURB
CONCRETECURB
8/17/2026CATCH BASIN APROND-7A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.LENGTHS AND WIDTHS WILL VARY AS NECESSARY TO ACCOMMODATE SIZE AND ANGLES OF CONNECTING PIPES.2.SIDE ENTRY CONFIGURATION MAY BE MODIFIED TO ACCOMMODATE FIELD CONDITIONS WITH THE APPROVAL OF THE PUBLIC WORKS DIRECTOR.3.WHERE INSTALLED IN EXISTING STREETS, A 12" MIN WIDE AC PLUG SHALL BE PROVIDED AROUND BOX AND PAVEMENT RESTORATION SHALL BEPROVIDED IN COMPLIANCE WITH DETAILS R-6A THRU R-6C.4.FOR SHALLOW DRAINS, USE CHRISTY B1324 TRAFFIC-RATED BOX WITH 12" HEX PLATE LID.5.STEPS ARE NOT ALLOWED.6.OUTLET PIPE SHALL BE 12" MAXIMUM DIAMETER. OUTLET PIPE SHALL HAVE SAME OR GREATER SLOPE THAN INLET PIPE.7.PROVIDE SURVEY STAKES TO INDICATE LOCATION AND ELEVATION.
WTT 2" CLRTTW OR L14"14"
LT3"6"12"DEPTH VARIES6"LEGENDT=THICKNESSL=LENGTHW=WIDTHPLAN SECTIONPROFILE SECTIONSTRUCTURE COVER TABLESTRUCTURE DEPTHLWCOVER(S)LESS THAN 3'24"24"(1) 36"X36"3' TO 6'36"36"(2) 24"X48"OVER 6'36"48"(2) 30"X48"WALL THICKNESS TABLESTRUCTURE DEPTHT4' OR LESS6"BETWEEN 4' TO 8'8"8' OR OVER10" TDETAIL WHERETWO COVERSUSED2 12" X 1 12" X 14"WELD TO CHECKPLATESHAPE CHANNELSFOR SMOOTHFLOW1"Ø PICKHOLE INEACH COVERIF USED AS DROPINLET, FORM SIDES TOFIT STD. DITCH PERDWG. INSTALL 12"ØGALV. BAR ACROSSOPENING AND 2 12" X 1 12" X 14" AT TOP 12 " THICK GALV. STL.CHECKPLATE
8" CL 2 AB OR8" 1 12" DRAIN ROCK (IN BAY MUD)
PAVEMENTRESTORATIONNOTE 3
8/17/2026STORM DRAIN TURNING BOXD-8A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
PLANSECTION A-ASECTION B-BNOTES:1.WHERE INSTALLED IN EXISTING STREETS, A 12" MIN WIDE AC PLUG SHALL BE PROVIDED AROUND BOX AND PAVEMENT RESTORATIONSHALL BE PROVIDED IN COMPLIANCE WITH DETAILS R-6A THRU R-6C.2.FOR SHALLOW DRAINS, USE CHRISTY B1324 TRAFFIC-RATED BOX WITH 12" HEX PLATE LID.3.STEPS ARE NOT ALLOWED.4.OUTLET PIPE SHALL BE 12" MAXIMUM DIAMETER. OUTLET PIPE SHALL HAVE SAME OR GREATER SLOPE THAN INLET PIPE.5.OUTLET PIPE INVERT SHALL BE 1" MINIMUM LOWER THAN INLET PIPES INVERTS.5.PROVIDE SURVEY STAKES TO INDICATE LOCATION AND ELEVATION.6.A CONCRETE APRON IS REQUIRED FOR INLETS AT VALLEY GUTTERS AND PAVED AREAS. #4 HORIZ BARS@ 10" OC#4 BARS TYPIN APRONCONCRETE APRONSLOPE TO GRATE AS REQUIREDNOTE 4FRAME & GRATEOPTIONALVALLEY GUTTERAAB BGUTTER FLOW
INLET PIPEOUTLETPIPEJUNCTION BOX
CL 2 AB OR1 12" DRAIN ROCK (IN BAY MUD)
℄12"12"12"12"
12"24"12"2"8"24"2" CLR TYP6" TYP4 #4 VERT BARSALL SIDES8"4 #4 BARSEACH WAYTYP℄9"12"12"9" CONCAPRONCONCRETEAPRONDEPTH VARIES5' MAX8"6"3" CLR2" CLR TYP6" TYP24"CL 2 AB OR1 12" DRAIN ROCK (IN BAY MUD)8/17/2026STORM DRAIN JUNCTION BOXD-9A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
INLET MARKER (MEDALLION)NOTES:1.MEDALLION IS ANODIZED ALUMINUM (COLORED BLUE AND SILVER) AND FURNISHEDBY PUBLIC WORKS.2.MEDALLION IS TO BE ATTACHED TO INLETS USING EPOXY CEMENT OR CAST INPLACE WITH CURB. 4" Ø
ATTACH MEDALLION ONTOP OF CURB,CENTERED OVER INLETSILVER12" LETTERS TYPBLUE BACKING 8/17/2026INLET MARKERD-10A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
CONNECTOR PIPE SCREEN NOTES:1.TRASH CAPTURE DEVICES SHALL BE INSTALLED AS DIRECTED BY PUBLIC WORKS DIRECTOR.2.ALL TRASH CAPTURE DEVICE SYSTEMS SHALL BE A CERTIFIED TRASH FULL CAPTURE SYSTEM PER THE MOSTCURRENT CERTIFICATION LIST PUBLISHED BY CALIFORNIA STATE WATER RESOURCES CONTROL BOARD. ONLYCONNECTOR PIPE SCREEN OR HANGING BASKET TYPE DEVICES SHALL BE ALLOWED.3.CONTRACTORS TO CONFIRM MODEL AND CONFIGURATION WITH CITY STAFF PRIOR TO ORDERING MATERIALS.4.ALL INSTALLATION METHODS AND MATERIALS SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS.5.ALL TRASH CAPTURE DEVICE SYSTEMS SHALL INCLUDE ACCESS FOR VECTOR CONTROL.
CONNECTOR PIPE SCREEN DETAIL
HANGING BASKET DETAIL
WALL ANCHORS, TYPRACK SUPPORT, TYPANCHOR TO WALLHINGES, TYPOUTLETLID / DEFLECTORHINGED FOR ACCESSTRASH CAPTURE SCREENCONFIGURATION VARIESCATCH BASIN BASEINLETSUPSTREAM OF SCREEN
HANGING BASKET SCREENOUTLETINLETDEFLECTOR,FOR HOODED INLETSSLOPED TO BASKETFRAME,SLOPED TO BASKETHOODED INLET OPENINGACCESS HATCHCATCH BASIN BASEBASKET HANGERS, TYP 8/17/2026TRASH CAPTURE DEVICESD-11A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
SEWER NOTES:1.ENCROACHMENT PERMITS ARE REQUIRED FOR ANY WORK IN PUBLIC RIGHT-OF-WAY OR WITHIN A PUBLIC EASEMENT. A SEPARATE BUILDINGPERMIT IS REQUIRED FOR WORK ON PRIVATE PROPERTY.2.ALL WORK MUST BE INSPECTED BY CITY INSPECTOR PRIOR TO BACKFILLING.2.PROPERTY OWNER OR CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES EXISTING IN PRIVATE PROPERTY INCLUDING EASEMENTAREA. LOCATING EXISTING UTILITIES SHALL BE PERFORMED TO IDENTIFY ANY CONFLICTS BEFORE ANY DIGGING.3.WORK SHALL BE IN ACCORDANCE WITH THE CITY STANDARDS FOR NEW CONSTRUCTION, CALIFORNIA PLUMBING CODE (CPC), AND THEMATERIAL MANUFACTURER'S INSTALLATION GUIDELINES, EXCEPTIONS TO STANDARDS MUST BE APPROVED IN ADVANCE IN WRITING BYPUBLIC WORKS DIRECTOR.4.WORK NOT CONFORMING TO THE CITY STANDARDS SHALL BE COMPLETELY EXCAVATED AND REINSTALLED TO MEET STANDARD. ANYSIDEWALK, DRIVEWAY, OR CURB & GUTTER, REMOVED BY THE CONTRACTOR IN THE COURSE OF SANITARY SEWER REPAIR OR INSTALLATIONMUST BE REPLACED TO CITY STANDARDS BY THE CONTRACTOR AT NO COST TO THE CITY.5.FOR NEW CONSTRUCTION, NO COMMON/SHARED SEWER LATERAL IS PERMITTED, LATERAL CONNECTIONS SHALL BE CONNECTED TO THEMAIN WITH 1/4,1/8, 1/16 LONG RADIUS BEND AS MANUFACTURED BY J-M EAGLE OR APPROVED EQUAL.6.IF CPC MINIMUM LATERAL SLOPE IS NOT MET, INSTALL SEWER LATERAL BACKFLOW PREVENTER IN ACCORDANCE WITH CPC, SECTION 7,"SANITARY SEWER" REQUIREMENTS.7.SANITARY SEWER COUPLING SHALL BE FLEX SEAL ADJUSTABLE COUPLING (ARC) MANUFACTURED BY MISSION RUBBER CO. OR EQUAL.INSTALL FACTORY WYE AT ALL NEW MAINLINE CONNECTION OR RECONNECTION.8.INSTALL FACTORY WYE AND FLEX SEAL COUPLING TO MATCH EXISTING SEWER MAINLINE. SADDLE AND TEE CONNECTION TO MAINLINE ISNOT PERMITTED, EXCEPT FOR FUSED SADDLES FOR EXISTING HDPE MAINS OR AS APPROVED BY PUBLIC WORKS DIRECTOR.9.PRIVATE SANITARY SEWER CLEAN-OUT SHALL PROVIDE ACCESS TO THE LATERAL IN THE DIRECTION OF FLOW FROM THE BUILDING ANDSHALL BE IN ACCORDANCE WITH THE LATEST CPC REQUIREMENTS. TWO-WAY CLEAN-OUT INSTALLATION SHALL BE IN ACCORDANCE WITHTHE LATEST CPC REQUIREMENTS.10.PIPE INSTALLATION MAY BE BY OPEN TRENCH METHOD OR TRENCHLESS METHOD. ENTIRE LENGTH OF THE PIPE SHALL BE FULLYSUPPORTED ON FIRM BEDDING MATERIAL.·OPEN TRENCH METHOD: TRENCH SHALL BE SAWCUT, EXCAVATED, AND BACKFILLED IN ACCORDANCE WITH CITY STANDARDS.·TRENCHLESS METHODS INCLUDE PIPE BURSTING, PIPE REAMING OR SLIPLINING. LINER SHALL NOT EXTEND INTO MAINLINE. SLIPLININGEXISTING LATERAL WITH PE OR HDPE PIPES IS NOT ALLOWED. CURE-IN-PLACE PIPE LINING IS NOT ALLOWED.11.NO STORM DRAIN FACILITIES (ROOF, LEADERS, AREA DRAINS, ETC.) ARE ALLOWED TO BE CONNECTED TO SEWER LATERALS. ANY EXISTINGCONNECTIONS SHALL BE PERMANENTLY DISCONNECTED FROM SEWER LATERAL AND REDIRECTED TO A STORM DRAIN SYSTEM.ACCEPTED PIPE MATERIALS:PIPE MATERIALALLOWED LOCATIONPVC SDR 26PUBLIC ROW / EASEMENTHDPE DR17PUBLIC ROW / EASEMENTDUCTILE IRON PIPEEASEMENTCAST IRON PIPEEASEMENTABS PIPEEASEMENTACCEPTED LATERAL PIPE SIZES:PROPERTY TYPEPIPE ID SIZECONNECTION AT MAINSINGLE FAMILY4-INCH (MIN)WYE, LONG BEND6-INCH (MAX)WYE, LONG BENDNON-SINGLE FAMILY6-INCH (MIN)WYE, LONG BEND8-INCHWYE, LONG BEND10-INCH (OR >)MANHOLE8/17/2026SEWER STANDARD NOTESS-1A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
LATERAL PLANLATERAL PROFILENOTES:1.REFER TO DETAIL S-1 FOR SPECIFICATIONS.2.LATERAL CONNECTION TO CITY MAIN SHALL CONFORM TO CITY STANDARD DETAILS S-4 AND S-5. MANHOLES ARE REQUIRED FORLATERALS 10" OR LARGER.3.WHERE SEWER MAIN INVERT IS MORE THAN 60" FROM THE SURFACE, A VERTICAL BEND SHALL BE REQUIRED.4.BUILDING TWO-WAY CLEANOUT SHALL BE INSTALLED FROM THE BUILDING FACE IN COMPLIANCE WITH ADOPTED PLUMBING CODE.CLEANOUT SIZE SHALL MATCH LATERAL SIZE.5.TRENCHES SHALL BE BACKFILLED AND RESTORED PER CITY DETAILS R-1 & R-2 AS APPLICABLE.6.SIDEWALK, CURB, AND GUTTER SHALL BE RESTORED PER CITY STANDARDS. SAWCUTS SHALL BE MADE AT THE EXISTING JOINTS.PARTIAL SIDEWALK PANEL SAWCUTTING/REMOVAL IS NOT ALLOWED.7.PAVEMENT SHALL BE RESTORED PER CITY DETAILS R-6A THRU R-6C.
CITY MAINTAINEDOWNER MAINTAINED℄CITY SEWER MAINPRIVATE LATERALEXISTINGCITY MAIN 2% MIN SLOPEPRIVATELATERALTWO-WAYCLEANOUTRISER45° SWEEPNOTE 3 BUILDING FACECONNECT TO MAINVIA WYE FITTINGNOTE 2℄℄BUILDING CLEANOUTNOTE 4PRIVATE LATERAL45° SWEEPNOTE 3 CITY MAINLOCATION VARIESIN STREETBUILDINGFACEBUILDINGCLEANOUTNOTE 4 FLOW
45°
2' TO 5'⅊CITY MAINTAINEDOWNER MAINTAINEDCITY SEWER MAINPRIVATE LATERAL
FCENCROACHMENTPERMIT REQUIRED
RESTORE PAVEMENTNOTE 5 & 7RESTORE SIDEWALKCURB, & GUTTERNOTE 6℄ EXISTINGGRADECOVER24" MIN ⅊SIDEWALKWIDTH VARIES
8/17/2026SEWER LATERAL(MAIN IN STREET)S-2A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
LATERAL PLANLATERAL PROFILENOTES:1.REFER TO DETAIL S-1 FOR SPECIFICATIONS.2.LATERAL CONNECTION TO CITY MAIN SHALL CONFORM TO CITY STANDARD DETAILS S-4 AND S-5. MANHOLES ARE REQUIRED FORLATERALS 10" OR LARGER.3.WHERE SEWER MAIN INVERT IS MORE THAN 60" FROM THE SURFACE, A VERTICAL BEND SHALL BE REQUIRED.4.BUILDING TWO-WAY CLEANOUT SHALL BE INSTALLED FROM THE BUILDING FACE IN COMPLIANCE WITH ADOPTED PLUMBING CODE.CLEANOUT SIZE SHALL MATCH LATERAL SIZE.5.TRENCHES SHALL BE BACKFILLED AND RESTORED PER CITY DETAIL R-1.6.RESTORE SURFACE TO EXISTING GRADE.
CITY MAINTAINEDOWNER MAINTAINED℄CITY SEWER MAINPRIVATE LATERALEXISTINGCITY MAIN 2% MIN SLOPEPRIVATELATERALTWO-WAYCLEANOUTRISER45° SWEEPNOTE 3 BUILDING FACECONNECT TO MAINVIA WYE FITTINGNOTE 2℄℄
℄
BUILDING CLEANOUTNOTE 4PRIVATE LATERAL45° SWEEPNOTE 3
CITY MAINLOCATION VARIESIN EASEMENTBUILDINGFACEBUILDINGCLEANOUTNOTE 4 FLOW
45°
2' TO 5'
CITY MAINTAINEDOWNER MAINTAINEDCITY SEWER MAINPRIVATE LATERALRESTORE TO GRADE ⅊
⅊PUBLIC UTILITY EASEMENT(VARIES, 5' TYPICAL)
PUBLIC UTILITY EASEMENT(VARIES, 5' TYPICAL)ENCROACHMENT PERMIT REQUIRED EXISTINGGRADECOVER24" MIN
8/17/2026SEWER LATERAL(MAIN IN EASEMENT)S-3A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
SECTION A-ALATERAL CONNECTION PLAN
NOTES:1.MANUFACTURED WYE FITTINGS SHALL HAVE PLAIN ENDS.2.HDPE LATERAL TO HDPE MAIN SHALL BE FUSED.
AANEW SEWERMAINNEW SEWERMAINJOINTSNOTE 2MANUFACTUREDWYE FITTINGNOTE 145° SWEEPSEWER LATERALFLOW℄ ℄℄℄
℄
℄SEWER LATERAL45° SWEEPROTATE TO ALIGN TOLATERAL SLOPEROTATE WYE FITTING45° OR AS DIRECTED BYENGINEER/INSPECTORNEW SEWERMAINFLOW 8/17/2026SEWER LATERALCONNECT TO NEW MAINS-4A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
SECTION A-ALATERAL CONNECTION PLAN
NOTES:1.MANUFACTURED WYE FITTINGS SHALL HAVE PLAIN ENDS.2.HDPE LATERAL TO HDPE MAIN SHALL BE FUSED. SOLVENT WELDED JOINTS ARE NOT PERMITTED.3.COUPLINGS SHALL ONLY BE USED FOR LATERAL CONNECTION REPLACEMENT OR INSTALLATION ON EXISTING MAINS.4.COUPLINGS SHALL BE BANDED, RUBBER COUPLING WITH TWO STAINLESS STEEL CLAMPS: FERNCO (1000 OR 5000 SERIES)OR MISSION (FLEX-SEAL ARC).5.IF EXISTING MAIN HAS BEEN INTERNALLY REHABILITATED (SLIPLINED OR CIPP) AS CONFIRMED BY INSPECTING UP ANDDOWNSTREAM MANHOLES, CAREFULLY BREAK AWAY THE HOST PIPE TO INSERT NEW WYE.
AAEX SEWERMAINEX SEWERMAINJOINTSNOTE 2MANUFACTUREDWYE FITTINGNOTE 145° SWEEPSEWER LATERALFLOW℄ ℄℄℄
℄
℄SEWER LATERAL 45° SWEEPROTATE TO ALIGN TOLATERAL SLOPEROTATE WYE FITTING45° OR AS DIRECTED BYENGINEER/INSPECTOREX SEWERMAINFLOWBANDED RUBBERCOUPLERNOTES 3 & 46' MIN 8/17/2026SEWER LATERALCONNECT TO EX MAINS-5A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
DROP MANHOLE SECTIONNOTES:1.DROP CONNECTION SHALL BE USED WHERE ELEVATION DIFFERENCE BETWEEN INLET AND OUTLETINVERTS IS 18" OR GREATER.2.ALL PIPING SHALL BE PVC OR HDPE.3.DROP CONNECTION SHALL BE ENCASED IN CONCRETE 6" MIN AROUND DROP PIPE.4.WATERSTOPS SHALL BE A-LOK, KORE-N-SEAL, OR APPROVED EQUAL. GROUT AROUND WATERSTOP.5.INLETS SHALL BE FLUSH WITH MANHOLE INSIDE WALL. 45° ELBOW6" MINMANHOLEINSIDEWALLWATERSTOPGROUT AROUNDWATERSTOPTEEPVC OR HDPE PIPECOUPLING FOR EX SEWERBELL & SPIGOT FOR NEW SEWERUPSTREAMSEWER5' MIN℄℄℄ ℄ VARIES18" MINWATERSTOPMANHOLE BASEEXTEND CONCRETE BASE6" MIN AROUND DROP PIPESLOPE BASETOWARD OUTLET CONCRETE ENCASEMENT6" MIN AROUNDINLET FLUSH TO FACE
INLET FLUSHTO FACE
8/17/2026SEWER DROP CONNECTIONS-6A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.THIS MANHOLE BASE SHALL BE USED FOR MAIN PIPES OF UP TO 33" DIAMETER.2.BEDDING THICKNESS AND TYPE SHALL BE AS RECOMMENDED PER PROJECT SPECIFIC GEOTECHNICAL ENGINEERRECOMMENDATIONS AND APPROVED BY PUBLIC WORKS DIRECTOR. PARTICULAR ATTENTION SHALL BE PAID TO BEDDINGWITHIN BAY MUD.3.CAST-IN-PLACE CONCRETE BASE SHALL BE FORMED CIRCULAR WITHIN STREETS OR SQUARE WITHIN EASEMENTS.4.SOFFIT ELEVATION OF ALL INLET PIPES SHALL SHALL BE NO LESS THAN THE SOFFIT ELEVATION OF THE OUTLET PIPE, EXCEPTFOR OVERFLOW OUTLETS OR DROP INLETS.5.ALL MANHOLES SHALL PROVIDE A MINIMUM 0.10' DROP ACROSS THE MANHOLE FROM INLET TO OUTLET.6.FLOOR OF MANHOLE SHALL BE SLOPED A MINIMUM 12" PER FOOT TOWARD THE FLOWLINE. PROVIDE LEDGES AND CHANNELIZEBASE ONLY FOR SANITARY SEWER MANHOLES. SEE CITY DETAIL U-4 FOR PLAN.7.WATERSTOPS SHALL BE PROVIDED ON ALL INLET AND OUTLET PIPE ENTRY POINTS. WATERSTOPS SHALL BE INSTALLED PERPIPE MANUFACTURER RECOMMENDATIONS.8.ALL PRECAST SECTIONS SHALL CONFORM TO ASTM C-478 SPECIFICATIONS.9.FRAME AND BASE SHALL BE SET TO THE PRECAST SECTIONS WITH 1:3 MORTAR MIX.10ALL JOINTS SHALL BE SEALED WITH GROUT, RAM-NEK SEAL, OR APPROVED EQUAL.11.MANHOLE FRAME AND COVER SHALL CONFORM TO CITY DETAIL U-5 & U-6.12.MANHOLE COLLAR AND SURFACE TREATMENT SHALL CONFORM TO CITY DETAIL U-6.MANHOLE SECTION 24" ØPROVIDE TWO JOINTSWITHIN 24" OF BASEAT ALL INLETS OR OUTLET6"6"6"MIN8"MIN#4 REBAR12" O.C. E.W.8" CL 2 ABNOTE 2SEWER MH BASESFORM LEDGESLOPE 1:24NOTE 530"VARIESPRECAST RISERSECTIONSALL JOINTS SEALED WITHRAM-NEK OR EQPRECAST CONCENTRICCONE SECTIONMANHOLE FRAME AND COLLARPER CITY DETAIL U-6 48" Ø3" CLRWATERSTOPCAST-IN-PLACECONCRETE BASESEE CITY DETAIL U-4OUTLETINLET 8/17/2026CONCENTRIC MANHOLE(UP TO 33-INCH)U-1A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
MANHOLE SECTIONNOTES:1.THIS MANHOLE BASE SHALL BE USED FOR MAIN PIPES OF UP TO 33" DIAMETER.2.BEDDING THICKNESS AND TYPE SHALL BE AS RECOMMENDED PER PROJECT SPECIFIC GEOTECHNICAL ENGINEERRECOMMENDATIONS AND APPROVED BY PUBLIC WORKS DIRECTOR. PARTICULAR ATTENTION SHALL BE PAID TO BEDDINGWITHIN BAY MUD.3.CAST-IN-PLACE CONCRETE BASE SHALL BE FORMED CIRCULAR WITHIN STREETS OR SQUARE WITHIN EASEMENTS.4.SOFFIT ELEVATION OF ALL INLET PIPES SHALL SHALL BE NO LESS THAN THE SOFFIT ELEVATION OF THE OUTLET PIPE, EXCEPTFOR OVERFLOW OUTLETS OR DROP INLETS.5.ALL MANHOLES SHALL PROVIDE A MINIMUM 0.10' DROP ACROSS THE MANHOLE FROM INLET TO OUTLET.6.FLOOR OF MANHOLE SHALL BE SLOPED A MINIMUM 12" PER FOOT TOWARD THE FLOWLINE. PROVIDE LEDGES AND CHANNELIZEBASE ONLY FOR SANITARY SEWER MANHOLES. SEE CITY DETAIL U-4 FOR PLAN.7.WATERSTOPS SHALL BE PROVIDED ON ALL INLET AND OUTLET PIPE ENTRY POINTS. WATERSTOPS SHALL BE INSTALLED PERPIPE MANUFACTURER RECOMMENDATIONS.8.ALL PRECAST SECTIONS SHALL CONFORM TO ASTM C-478 SPECIFICATIONS.9.FRAME AND BASE SHALL BE SET TO THE PRECAST SECTIONS WITH 1:3 MORTAR MIX.10ALL JOINTS SHALL BE SEALED WITH GROUT, RAM-NEK SEAL, OR APPROVED EQUAL.11.MANHOLE FRAME AND COVER SHALL CONFORM TO CITY DETAIL U-5 & U-6.12.MANHOLE COLLAR AND SURFACE TREATMENT SHALL CONFORM TO CITY DETAIL U-6.
PROVIDE TWO JOINTSWITHIN 24" OF BASEAT ALL INLETS OR OUTLETWATERSTOP6"6"6"MIN8"MIN#4 REBAR12" O.C. E.W.8" CL 2 ABNOTE 2SEWER MH BASESFORM LEDGESLOPE 1:24NOTE 536"VARIES MANHOLE FRAME AND COLLARPER CITY DETAIL U-6
48" Ø24" Ø
3" CLRCAST-IN-PLACECONCRETE BASESEE CITY DETAIL U-4PRECAST RISERSECTIONSALL JOINTS SEALED WITHRAM-NEK OR EQPRECAST ECCENTRICCONE SECTION
OUTLETINLET
8/17/2026ECCENTRIC MANHOLE(UP TO 33-INCH)U-2A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
MANHOLE SECTIONNOTES:1.THIS MANHOLE BASE SHALL BE USED FOR MAIN PIPES OF UP TO 33" DIAMETER.2.BEDDING THICKNESS AND TYPE SHALL BE AS RECOMMENDED PER PROJECT SPECIFIC GEOTECHNICAL ENGINEERRECOMMENDATIONS AND APPROVED BY PUBLIC WORKS DIRECTOR. PARTICULAR ATTENTION SHALL BE PAID TO BEDDINGWITHIN BAY MUD.3.CAST-IN-PLACE CONCRETE BASE SHALL BE FORMED CIRCULAR WITHIN STREETS OR SQUARE WITHIN EASEMENTS.4.SOFFIT ELEVATION OF ALL INLET PIPES SHALL SHALL BE NO LESS THAN THE SOFFIT ELEVATION OF THE OUTLET PIPE, EXCEPTFOR OVERFLOW OUTLETS OR DROP INLETS.5.ALL MANHOLES SHALL PROVIDE A MINIMUM 0.10' DROP ACROSS THE MANHOLE FROM INLET TO OUTLET.6.FLOOR OF MANHOLE SHALL BE SLOPED A MINIMUM 12" PER FOOT TOWARD THE FLOWLINE. PROVIDE LEDGES AND CHANNELIZEBASE ONLY FOR SANITARY SEWER MANHOLES. SEE CITY DETAIL U-4 FOR PLAN.7.WATERSTOPS SHALL BE PROVIDED ON ALL INLET AND OUTLET PIPE ENTRY POINTS. WATERSTOPS SHALL BE INSTALLED PERPIPE MANUFACTURER RECOMMENDATIONS.8.ALL PRECAST SECTIONS SHALL CONFORM TO ASTM C-478 SPECIFICATIONS.9.FRAME AND BASE SHALL BE SET TO THE PRECAST SECTIONS WITH 1:3 MORTAR MIX.10ALL JOINTS SHALL BE SEALED WITH GROUT, RAM-NEK SEAL, OR APPROVED EQUAL.11.MANHOLE FRAME AND COVER SHALL CONFORM TO CITY DETAIL U-5 & U-6.12.MANHOLE COLLAR AND SURFACE TREATMENT SHALL CONFORM TO CITY DETAIL U-6. 8"MIN#4 REBAR12" O.C. E.W.8" CL 2 ABNOTE 225" MIN43" MAX18"CAST-IN-PLACECONCRETE BASESEE CITY DETAIL U-42" MIN CLRCONE TO PIPEPROVIDE TWO JOINTSWITHIN 24" OF BASEAT ALL INLETS OR OUTLETWATERSTOPPRECAST CONCENTRICCONE SECTION36" Ø24" Ø3" CLR MANHOLE FRAME AND COLLARPER CITY DETAIL U-6NOTE 56"6"OUTLETINLET 8/17/2026SHALLOW MANHOLE(UP TO 33-INCH)U-3A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.THIS MANHOLE BASE SHALL BE USED FOR MAIN PIPES OF UP TO 33" DIAMETER.2.CAST-IN-PLACE CONCRETE BASE SHALL BE CLASS A 6-SACK PER CALTRANS STANDARDS PLACED AGAINST UNDISTURBEDEARTH OR APPROVED BACKFILL MATERIAL AT 95% COMPACTION.3.BASE SHALL BE SET TO THE PRECAST SECTIONS WITH 1:3 MORTAR MIX.4.PRECAST SECTIONS SHALL CONFORM TO ASTM C-478 SPECIFICATIONS.5.WATERSTOPS SHALL BE PROVIDED ON ALL INLET AND OUTLET PIPE ENTRY POINTS. WATERSTOPS SHALL BE A-LOK,KORE-N-SEAL, OR APPROVED EQUAL WITH GROUT AROUND WATERSTOP.6.ALL MANHOLES SHALL PROVIDE A MINIMUM 0.10' DROP ACROSS THE MANHOLE.7.SOFFIT ELEVATION OF ALL INLET PIPES SHALL SHALL BE NO LESS THAN THE SOFFIT ELEVATION OF THE OUTLET PIPE, EXCEPTFOR OVERFLOW OUTLETS.8.CHANNELIZE BASE ONLY FOR SANITARY SEWER MANHOLES.MANHOLE BASE PLAN PROVIDE TWO JOINTSWITHIN 24" OF BASEAT ALL INLETS OR OUTLET MINIMUM 90° ANGLEINLETS TO OUTLET
WATERSTOPTYPFLOWFLOWFLOWFLOWMIN. 0.10' DROP ACROSS MHSLOPE1:24 MINSLOPE1:24 MINSLOPE1:24 MINCAST-IN-PLACECONCRETE BASEPRECAST SECTIONSDOWNSTREAM MAIN OUTLET PIPE UPSTREAM MAININLET PIPEUPSTREAM BRANCHINLET PIPE℄ ℄℄CHANNEL ONLY FORSANTIARY SEWERNOTE 7
SQUARE MANHOLE BASEWITHIN EASEMENTSCIRCULAR MANHOLE BASEWITHIN STREETS 8/17/2026STANDARD MANHOLE BASE(UP TO 33-INCH)U-4A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
MANHOLE SECTION(36"-48" MAINS)NOTES:1.THIS MANHOLE BASE SHALL BE USED FOR MAIN PIPES OF 36" TO 48" DIAMETER.2.BEDDING THICKNESS AND TYPE SHALL BE AS RECOMMENDED PER PROJECT SPECIFIC GEOTECHNICAL ENGINEER RECOMMENDATIONS ANDAPPROVED BY PUBLIC WORKS DIRECTOR. PARTICULAR ATTENTION SHALL BE PAID TO BEDDING WITHIN BAY MUD.3.SOFFIT ELEVATION OF ALL INLET PIPES SHALL SHALL BE NO LESS THAN THE SOFFIT ELEVATION OF THE OUTLET PIPE, EXCEPT FOROVERFLOW OUTLETS OR DROP INLETS.4.ALL MANHOLES SHALL PROVIDE A MINIMUM 0.10' DROP ACROSS THE MANHOLE FROM INLET TO OUTLET.5.FLOOR OF MANHOLE SHALL BE SLOPED A MINIMUM 12" PER FOOT TOWARD THE FLOWLINE. PROVIDE LEDGES AND CHANNELIZE BASE ONLYFOR SANITARY SEWER MANHOLES. SEE CITY DETAIL U-5B FOR PLAN.6.WATERSTOPS SHALL BE PROVIDED ON ALL INLET AND OUTLET PIPE ENTRY POINTS. WATERSTOPS SHALL BE INSTALLED PER PIPEMANUFACTURER RECOMMENDATIONS.7.ALL PRECAST SECTIONS SHALL CONFORM TO ASTM C-478 SPECIFICATIONS.8.FRAME AND BASE SHALL BE SET TO THE PRECAST SECTIONS WITH 1:3 MORTAR MIX.9ALL JOINTS SHALL BE SEALED WITH GROUT, RAM-NEK SEAL, OR APPROVED EQUAL.10.MANHOLE FRAME AND COVER SHALL CONFORM TO CITY DETAIL U-5 & U-6.11MANHOLE COLLAR AND SURFACE TREATMENT SHALL CONFORM TO CITY DETAIL U-6.
MANHOLE BASE DIMENSIONSDIAABCDEF36"53"36"9.5"7.5"58"11"42"60"42"10"8"60"9"48"68"48"11"9"66"9"#4 REBAR DIAGONALSAT OPENING, TYP#5 REBAR @ 12" O.C. E.W.SIDES AND BOTTOM4" CLR, TYP2-#5 REBARAT OPENINGPRECASTRISERSECTIONS24" ØMANHOLE FRAME AND COLLARPER CITY DETAIL U-6ALL JOINTS SEALED WITHRAM-NEK OR EQPRECAST CONE SECTIONPER CITY DETAILS U-1 OR U-2 CADB30"VARIES
EBFF8" CL 2 ABNOTE 2
48" Ø
8/17/2026MANHOLE BASE SECTION(36 TO 48-INCH)U-5AA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.THIS MANHOLE BASE SHALL BE USED FOR MAIN PIPES OF 36" TO 48" DIAMETER.2.CAST-IN-PLACE CONCRETE BASE SHALL BE CLASS A 6-SACK PER CALTRANS STANDARDS PLACED AGAINST UNDISTURBEDEARTH OR APPROVED BACKFILL MATERIAL AT 95% COMPACTION.3.BASE SHALL BE SET TO THE PRECAST SECTIONS WITH 1:3 MORTAR MIX.4.PRECAST SECTIONS SHALL CONFORM TO ASTM C-478 SPECIFICATIONS.5.PRECAST CONCENTRIC TAPER SECTION SHALL BE USED.6.WATERSTOPS SHALL BE PROVIDED ON ALL INLET AND OUTLET PIPE ENTRY POINTS. WATERSTOPS SHALL BE A-LOK,KORE-N-SEAL, OR APPROVED EQUAL WITH GROUT AROUND WATERSTOP.7.LAY CUT PIPE THROUGH MANHOLE MANHOLE AND CONFORM TO CONTOUR OF BASE.8.ALL MANHOLES SHALL PROVIDE A MINIMUM 0.10' DROP ACROSS THE MANHOLE.9.CROWN ELEVATION OF ALL INLET PIPES SHALL BE NO LESS THAN THE CROWN ELEVATION OF THE OUTLET PIPE, EXCEPTFOR OVERFLOW PIPES.MANHOLE PLAN #5 REBARAT OPENINGS3" CLR#5 REBARAT OPENINGS3" CLRCAST-IN-PLACECONCRETE BASEPRECASTSECTIONSFLOW12"12" ℄
℄FLOWFLOWWATERSTOP
WATERSTOP
48" ØMIN. 0.10' DROPACROSS MH
8/17/2026MANHOLE BASE PLAN(36 TO 48-INCH)U-5BA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.FRAME AND COVER SHALL BE SOUTH BAY FOUNDRY MODEL SBF1900, OR APPROVED EQUAL. ALL IRON WORKS SHALL MEETPERFORMANCE SPECIFICATIONS.2.ALL MATERIAL USED IN MANUFACTURING SHALL CONFORM TO ASTM A48, CLASS 35B.3.FRAME AND COVER SHALL BE RATED FOR H-20 LOADING.3.COVER SHALL BE IMPRINTED WITH EITHER "STORM DRAIN" OR "SANITARY SEWER" MATCHING SYSTEM TYPE.
PLANFRAME SECTIONCOVER SECTION
SIDE PRY HOLEBLIND PICK HOLEASTM GRID PATTERNCOVER LABEL"STORM" OR "SEWER" LETTERING BLIND PICK HOLE25 14"25 38"26 14"24"31 12"1 18"1 18"4 12" 8/17/2026MANHOLE FRAME AND COVERU-6A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
MANHOLE ADJUSTMENT TO GRADENOTES:1.THIS DETAIL SHALL BE USED WHERE FRAME AND COVERS ARE BEING ADJUSTED TO GRADE.2.FRAMES AND COVERS SHALL BE RAISED WITHIN 48 HOURS OF FINAL PAVING.3.SEAL ALL JOINTS WITH RAM-NEK OR EQUAL.4.GRADE RINGS SHALL BE A MAXIMUM OF 12" HIGH FOR NEW CONSTRUCTION AND MAXIMUM 18" HIGH FOR EXISTINGMANHOLES. FOR ADJUSTMENTS THAT WOULD EXCEED 18" OF GRADE RINGS, THE MANHOLE SHALL HAVE NEWPRECAST RISER SECTIONS INSTALLED.5.CONCRETE COLLAR SHALL BE PLACED AGAINST NEATLY EDGED EXCAVATION.6.RAISE EXISTING MANHOLE TO BE FLUSH WITH EXISTING GRADE IN PAVED OR IMPROVED AREAS AND 4-INCHES ABOVEHIGHEST ADJACENT GRADE IN LANDSCAPED OR UNIMPROVED AREAS OR AS DIRECTED BY THE CITY INSPECTOR TOAVOID FUTURE BURIAL.
AC OVER COLLAR2" MIN DEPTH12" MIN WIDELEVEL FRAME WITH MORTAR1:3 MORTAR, 1" MINTYPCAST-IN-PLACECONCRETE COLLARTYPPRECAST ADJUSTINGGRADE RINGS, TYPEXISTINGPAVEMENT12" MIN6"MIN18" MAXEXISTING MANHOLE4"MINEXISTINGGRADEMANHOLECOVERCOLLAR12" MIN WIDEMH RIM 4" ABOVE FGMH RIM FLUSH TO FGIN UNIMPROVED AREASIN IMPROVED AREAS 8/17/2026MANHOLE ADJUST TO GRADEU-7A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
OUTLET PIPE CONNECTION DETAILNOTES:1.WATERSTOPS SHALL BE INSTALLED PER PIPE MANUFACTURER RECOMMENDATIONS.
INLET PIPE CONNECTION DETAILNOTES:1.INLET PIPE CONNECTION ALLOWED FOR STORM DRAIN SYSTEMS.2.INLET PIPE CONNECTION ALLOWED FOR SANITARY SEWER SYSTEMS WHERE INLET INVERT IS LESS THAN 18" ABOVE OUTLETINVERT; OTHERWISE, REFER TO DROP CONNECTION DETAIL. SHAPE AND SLOPE NEW INVERT CHANNEL IN EXISTINGSTRUCTURES FOR SMOOTH FLOW FROM SANITARY SEWER CONNECTION.3.WATERSTOPS SHALL BE INSTALLED PER PIPE MANUFACTURER RECOMMENDATIONS.BASECHANNELMANHOLE4' LONG TRENCHCLSM OR PCCWATERSTOPEXISTING MANHOLE: CHIP OUT EX MANHOLE BASE,INSTALL WATERSTOP, DRY PACK, RESMOOTH CHANNELNEW MANHOLE: POUR MANHOLEBASE AROUND NEW PIPE ANDWATERSTOP, SMOOTH CHANNELNEWPVC OR HDPE PIPEGROUTING SHALL BETROWELED SMOOTH TO THEINSIDE MANHOLE WALL BASECHANNELMANHOLE4' LONG TRENCHCLSM OR PCC6" AROUND PIPEWATERSTOPNEWPVC OR HDPE PIPENEW MANHOLE: INSTALL PIPE ANDWATERSTOP PER MFG INSTRUCTIONS,FLUSH TO INSIDE WALLEXISTING MANHOLE: CHIP OUT EX MANHOLE WALL/BASE,INSTALL WATERSTOP, DRY PACK, RESMOOTH INSIDE MANHOLE NOTE 1
8/17/2026PIPE CONNECTION TO MANHOLEU-8A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NEW PIPE OVEREXISTING PIPE
NEW PIPE UNDEREXISTING PIPESECTION B-B
SECTION A-A
NOTES:1.PIPE CROSSINGS WITH VERTICAL CLEARANCE BETWEEN 6" TO 12" SHALL COMPLY WITH THE ABOVE DETAILS. UNDER NO CASE SHALL THEVERTICAL CLEARANCES BETWEEN STORM DRAIN AND SANITARY SEWER PIPES BE LESS THAN 6".2.FOR SANITARY SEWERS CROSSING WATER MAINS, VERTICAL CLEARANCE AND CROSSING DETAIL SHALL COMPLY WITH CALIFORNIA WATERSERVICE COMPANY OR SAN FRANCISCO PUBLIC UTILITY COMMISSION AS APPLICABLE.3.TRENCH BACKFILL AND RESTORATION SHALL CONFORM TO CITY STANDARD DETAILS R-1 THRU R-5.#5 REBARCENTEREDACROSSTRENCH8" MINTYPEXISTING SEWEROR STORM PIPEROOFING PAPEROR BOND BREAKERO.D./2 + 4"2" MIN6" MINNEW PIPECONCRETESADDLEO.D./2+ 4"#5 REBAR12" O.C.6" MINO.D.NEW PIPEEXISTING SEWEROR STORM PIPEO.D.6" MINO.D.EXISTING SEWEROR STORM PIPE
CONCRETESADDLE
CONCRETECRADLEBACKFILLPER TRENCH STDBACKFILLPER TRENCH STD BACKFILLPER TRENCH STDO.D.EXISTING SEWEROR STORM PIPEROOFING PAPEROR BOND BREAKERCONCRETESADDLE6" MINNEW PIPE8" MINTYPNEW PIPE14O.D.4"MINO.D./2+ 4"BACKFILLPER TRENCH STDO.D./2 + 4" 14O.D.4"MIN
NEW PIPE℄ EX PIPE℄
NEW PIPE℄ EX PIPE℄
AABB 8/17/2026PIPE CROSSINGU-9A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
PIPE DIAMETER 12" OR LARGERPIPE DIAMETER SMALLER THAN 12"NOTES:1.ALL PIPE PLUGS SHALL BE INSTALLED TO THE SATISFACTION OF THE PUBLIC WORKS INSPECTOR.2.ABANDONED PIPES, 12" OR LARGER, SHALL BE BROKEN INTO 50' SEGMENTS AND COMPLETELY FILLED WITH SAND SLURRY.3.FOR SERVICE LATERALS AT MAIN, CUT OUT AND REMOVE MAIN SECTION AND REPLACE WITH NEW MAIN PIPE, CAP ANDABANDON SERVICE LATERAL PER THE ABOVE DETAILS.4.FOR ALL PIPE ABANDONMENT IN BAY MUD OR EAST OF US-101, ALL PIPE SIZES SHALL BE ENTIRELY FILLED WITH SANDSLURRY AND PLUGGED.EXISTING PIPECONCRETE PLUGFACE OF CUT PIPESAND SLURRY8" MINCONCRETE PLUGFACE OF CUT PIPEEXISTING PIPEEXISTING PIPE8" MINCONCRETE PLUG
SAND SLURRYFILL ENTIREPIPE
SAND SLURRYFILL ENTIREPIPEFACE OF CUT PIPE36" MIN12" MIN 50' MAX SEGMENTSNOTE 2
8/17/2026PIPE ABANDONMENTU-10A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1."T" CUT RESTORATION SHALL EXTEND 24" BEYOND THE OUTER DIAMETER OF THE MANHOLE. REMOVE AND REPLACE THEPAVEMENT SECTION MATCH EXISTING (6" AC MINIMUM). BASE LAYER SHALL BE CLASS 2 AGGREGATE BASE MATCHING THEEXISTING BASE LAYER OR 8" MINIMUM. WHERE THE "T" CUT EDGE IS WITHIN 3' OF THE ADJACENT CURB AND GUTTER, THE "T"CUT SHALL BE EXTENDED TO THE ADJACENT CURB OR GUTTER.2.A 2" GRIND AND OVERLAY SHALL BE REQUIRED FOR ALL TRENCH RESTORATION IN THE ROADWAY. EXTENTS SHALL BE PERSTANDARD DETAILS R-6A THROUGH R-6C.3.REMOVE FRAME, COVER, TAPER, AND RISER SECTIONS DOWN TO A MINIMUM 4' FROM THE SURFACE.4.PLUG ALL PIPES OPENINGS, INLETS, AND OUTLETS PER STANDARD PIPE ABANDONMENT DETAIL U-9.5.AFTER PLUGGING ALL PIPES CONNECTED TO THE MANHOLE, BACKFILL THE REMAINDER OF THE MANHOLE AND ALL OTHERVOIDS WITH CONTROLLED LOW STRENGTH MATERIAL (CLSM).MANHOLE ABANDONMENT SECTION MANHOLE O.D.24" MIN2" GRIND AND OVERLAYEXTENTS VARYNOTE 224" MIN2" GRIND AND OVERLAYEXTENTS VARYNOTE 2
EXISTINGCONCRETE BASEEXISTINGMANHOLE RISERS
4' MINNOTE 3BACKFILL MANHOLEWITH CLSMNOTE 5BACKFILL MANHOLEAND VOIDSWITH CLSMNOTE 5 DRILL/KNOCK HOLEMIN 6"Ø IN BASE OR RISER ORAS DIRECTED BY CITY INSPECTORSTANDARDPIPE ABANDONMENTNOTE 4
EX ACPAVEMENTREPLACEPAVEMENT SECTIONNOTE 1REMOVE MANHOLETAPER AND RISERSECTIONS 8/17/2026MANHOLE ABANDONMENTU-11A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
SECTION A-A
PLAN
ISOMETRIC VIEWNOTES:1.TRENCH SUPPORT COLLARS TO BE PROVIDED FOR PIPES INSTALLEDON SLOPES OF 30% OR GREATER.2.MAXIMUM SPACING BETWEEN COLLARS SHALL BE 35' ON CENTER.
A
35' O.C. MAXIMUM SPACING BETWEEN COLLARSCONCRETE TRENCHSUPPORT COLLARTYPPIPE FINISHED GRADE1'1'APIPE1'1'TRENCH WIDTH
TRENCH WIDTHCONCRETE TRENCHSUPPORT COLLAR1'1'TRENCH SUPPORT COLLAR6" THICK CONCRETETRENCH LIMITSPIPE6"
TRENCH BACKFILLTRENCH LIMITS
8/17/2026TRENCH SUPPORT COLLARU-12A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
TRENCH SECTION(TYPICAL STREETS)NOTES:1."T" CUT SHALL CONSIST OF REMOVAL AND REPLACEMENT WITH HOT MIX ASPHALT FOR FULL DEPTH OF THE EXISTING ASPHALT CONCRETE LAYER OR6" MINIMUM, WHATEVER IS GREATER.2.WHERE THE "T" CUT EDGE IS WITHIN 3' OF THE ADJACENT CURB AND GUTTER, THE "T" CUT SHALL BE EXTENDED TO THE ADJACENT CURB OR GUTTER.3.ALL STRIPING OR SIGNAGE DISTURBED BY THE PROJECT SHALL BE RESTORED TO CITY STANDARDS. SEE CITY DETAIL C-1.4.FOR PAVED AREAS, BACKFILL SHALL BE CLASS 2 AGGREGATE BASE AT 95% COMPACTION. CONTROLLED DENSITY FILL (CDF) SHALL REQUIRE PUBLICWORKS DIRECTOR APPROVAL.5.FOR UNPAVED AREAS, SELECT BACKFILL MATERIAL SHALL BE MATERIAL FROM EXCAVATION, FREE FROM STONES OR LUMPS EXCEEDING 3" INGREATEST DIMENSION, VEGETATION MATTER, OR UNSATISFACTORY MATERIAL.6.WHERE UNSUITABLE SUBBASE MATERIAL IS ENCOUNTERED, TRENCH SHALL OVEREXCAVATE BY 12" AND BACKFILL WITH CLASS 1, TYPE A PERMEABLEMATERIAL.7.PRIOR TO FINISHING THE WORK DAY, OPEN TRENCHES SHALL BE PLATED OR BACKFILLED AND PAVED WITH EXISTING PAVEMENT.8.ASPHALT TYPE SHALL MATCH EXISTING ASPHALT. IF TYPE A, HOT MIX ASPHALT SHALL MEET 2010 CALTRANS STANDARD SPECIFICATIONS SECTION 39(15% RAP)9.PAVEMENT RESTORATION LIMITS SHALL CONFORM TO CITY STANDARD DETAILS R-6A THRU R-6C10.ADDITIONAL MORATORIUM PAVING OR SLURRY SEAL MAY APPLY PER SMMC 17.32.
EX SUBBASENOTE 6CLASS 1, TYPE APERMEABLE(95% COMPACTION)PIPEWARNINGTAPECLASS 2 ABOR CDFNOTE 4 & 5TACK COAT ALL SURFACESPRIOR TO AC INSTALLEXISTINGCURB AND GUTTER"T" CUT FULL DEPTHHMA REPLACEMENTNOTE 1 PIPE O.D.6" MIN6" MIN6" MIN14 PIPE O.D.MIN 4"12" MAX6" MIN 24" MIN24" MINNOTE 22" GRIND ANDHMA OVERLAYNOTE 96" MIN 8/17/2026UTILITY TRENCH(TYPICAL STREETS)R-1A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
TRENCH SECTION(CONCRETE BASE STREETS)NOTES:1.THIS DETAIL APPLIES TO ALL EXCAVATIONS ON CONCRETE BASE STREETS.2.SAWCUT FULL CONCRETE BASE DEPTH PRIOR TO TRENCHING.3.BORE 12" MINIMUM INTO EXISTING CONCRETE BASE SLAB AND INSTALL #6 REBAR WITH EPOXY AS SHOWN. EPOXY SHALL CONFORM TO CALTRANSSPECIFICATIONS.4."T" CUT SHALL CONSIST OF REMOVAL AND REPLACEMENT WITH NEW CONCRETE OF FULL DEPTH OF THE EXISTING CONCRETE.5.WHERE THE "T" CUT EDGE IS WITHIN 3' OF THE ADJACENT CURB, GUTTER OR EDGE OF PAVEMENT, THE "T" CUT SHALL BE EXTENDED TO THEADJACENT CURB, GUTTER OR EDGE OF PAVEMENT.6.ALL STRIPING OR SIGNAGE DISTURBED BY THE PROJECT SHALL BE RESTORED TO CITY STANDARDS. SEE CITY DETAIL C-1.7.CONCRETE SHALL BE 3,500 PSI, 5.5 SACK, 1.5" MAX COARSE AGGREGATE.8.PRIOR TO FINISHING THE WORK DAY, OPEN TRENCHES SHALL BE PLATED OR BACKFILLED AND PAVED WITH HMA. ON ARTERIAL STREETS, PLATESSHALL BE TACK-WELDED TOGETHER AND SHALL BE RECESSED TO BE FLUSH WITH EXISTING PAVEMENT.9.ASPHALT TYPE SHALL MATCH EXISTING ASPHALT. IF TYPE A, HOT MIX ASPHALT SHALL MEET 2010 CALTRANS STANDARD SPECIFICATIONS SECTION 39(15% RAP)10.PAVEMENT RESTORATION LIMITS SHALL CONFORM TO CITY STANDARD DETAILS R-6A THRU R-6C11.WHERE UNSUITABLE SUBBASE MATERIAL IS ENCOUNTERED, TRENCH SHALL OVEREXCAVATE BY 12" AND BACKFILL WITH CLASS 1, TYPE A PERMEABLEMATERIAL.12.FOR TRENCHES LESS THAN 12" WIDE, STAGGER REBAR 9" O.C.13.CONCRETE SHALL CURE MINIMUM 5 DAYS PRIOR TO PAVING.14.ADDITIONAL MORATORIUM PAVING OR SLURRY SEAL MAY APPLY PER SMMC 17.32.
CLASS 1, TYPE APERMEABLE(95% COMPACTION)PIPEWARNINGTAPEEXISTING AC PAVEMENTTACK COAT ALL SURFACESPRIOR TO AC INSTALLEXISTING CONCRETE BASECLASS 2 AB OR CDF #6 REBAR 18" O.C.EACH WAYNOTE 1224" DOWEL12" EMBEDMENTWITH EPOXYTYPNEW PCC BASEMATCH EXISTING DEPTHEX SUBBASENOTE 11 "T" CUT FULL DEPTHHMA REPLACEMENTNOTE 424" MINNOTE 1012" MINTYP24" MINNOTE 106" MIN14 PIPE O.D.MIN 4"12" MAX6" MINPIPE O.D.6" MIN6" MIN 8/17/2026UTILITY TRENCH(CONCRETE BASE STREET)R-2A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.ROCKWHEEL TRENCHES SHALL ONLY BE USED TO INSTALL TELECOMMUNICATION OR ELECTRICAL CONDUITS IN ASPHALT CONCRETE ROADWAYS.2.ROCKWHEEL TRENCHES ARE NOT ALLOWED ON OR THROUGH CONCRETE BASE STREETS, SIDEWALKS, PARKWAYS, CURBS, GUTTERS, OR LATERALSUNLESS APPROVED BY THE CITY.3.CONTRACTOR SHALL POTHOLE ANY CROSSING UTILITY OR PARALLEL UTILITY (INCLUDING LATERALS) WITHIN 18-INCH OF PROPOSED ALIGNMENT TO ADEPTH OF 6-INCHES BELOW THE BOTTOM OF THE ROCKWHEEL TRENCH. POTHOLES SHALL BE IMMEDIATELY FILLED.4."T" CUT SHALL CONSIST OF REMOVAL AND REPLACEMENT WITH HOT MIX ASPHALT FOR FULL DEPTH OF THE EXISTING ASPHALT CONCRETE LAYER OR6" MINIMUM, WHICHEVER IS GREATER.5.THE EDGE OF THE ROCKWHEEL TRENCH SHALL HAVE A 2' MINIMUM HORIZONTAL CLEARANCE TO THE LIP OF GUTTER OR FACE OF CURB WHERE NOGUTTER EXISTS.6.WHERE THE "T" CUT EDGE IS WITHIN 3' OF THE ADJACENT CURB AND GUTTER, THE "T" CUT SHALL BE EXTENDED TO THE ADJACENT CURB OR GUTTER.7.UP TO TWO (2) CONDUITS MAY BE VERTICALLY STACKED CONDUITS PER ROCKWHEEL TRENCH.8.ALL STRIPING OR SIGNAGE DISTURBED BY THE PROJECT SHALL BE RESTORED TO CITY STANDARDS. SEE CITY DETAIL C-1.9.PRIOR TO FINISHING THE WORK DAY, OPEN TRENCHES SHALL BE PLATED OR BACKFILLED AND PAVED WITH EXISTING PAVEMENT.10.ASPHALT TYPE SHALL MATCH EXISTING ASPHALT. IF TYPE A, HOT MIX ASPHALT SHALL MEET 2010 CALTRANS STANDARD SPECIFICATIONS SECTION 39(15% RAP)11.PAVEMENT RESTORATION LIMITS SHALL CONFORM TO CITY STANDARD DETAILS R-6A THRU R-6C12.ADDITIONAL MORATORIUM PAVING OR SLURRY SEAL MAY APPLY PER SMMC 17.32.ROCKWHEEL TRENCH SECTION95% COMPACTED SANDMIN 1" BEDDINGMIN 1" COVERTACK COAT ALL SURFACESPRIOR TO AC INSTALLEXISTING BASE3-SACK CONCRETESLURRYEXISTING AC PAVEMENTFIRST CONDUITTELE/ELEC EXISTINGCURB AND GUTTER24" MINNOTE 56" MIN24" MIN"T" CUT FULL DEPTHHMA REPLACEMENTNOTE 4 6" MAX4" MIN18" MIN
MM/DD/YYYYROCKWHEEL TRENCHR-3A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.MICROTRENCHING SHALL ONLY BE USED TO INSTALL TELECOMMUNICATION OR ELECTRICAL CONDUITS IN ASPHALT CONCRETE ROADWAYS.2.MICROTRENCHING IS NOT ALLOWED ON OR THROUGH CONCRETE BASE STREETS, SIDEWALKS, PARKWAYS, CURBS, GUTTERS, OR LATERALS UNLESSAPPROVED BY THE CITY.3.CONTRACTOR SHALL IDENTIFY ALL EXISTING UTILITIES, INCLUDING SERVICE CONNECTIONS, IN THE FIELD.4.CONTRACTOR SHALL POTHOLE ANY CROSSING UTILITY OR PARALLEL UTILITY (INCLUDING SEWER AND GAS LATERALS) WITHIN 18-INCH OF PROPOSEDALIGNMENT TO A DEPTH OF 6-INCHES BELOW THE BOTTOM OF THE MICROTRENCH. POTHOLES SHALL BE IMMEDIATELY BACKFILLED.5.SAWCUT FULL CONCRETE BASE DEPTH PRIOR TO TRENCHING.6.THE EDGE OF THE MICROTRENCH SHALL HAVE A 2' MINIMUM HORIZONTAL CLEARANCE TO THE LIP OF GUTTER OR FACE OF CURB WHERE NO GUTTEREXISTS.7."T" CUT SHALL CONSIST OF REMOVAL AND REPLACEMENT WITH HOT MIX ASPHALT FOR FULL DEPTH OF THE EXISTING ASPHALT CONCRETE LAYER OR 6"MINIMUM, WHATEVER IS GREATER.8.WHERE THE "T" CUT EDGE IS WITHIN 3' OF THE ADJACENT CURB AND GUTTER, THE "T" CUT SHALL BE EXTENDED TO THE ADJACENT CURB OR GUTTER.9.UP TO TWO (2) CONDUITS MAY BE VERTICALLY STACKED CONDUITS PER MICROTRENCH. AT THE DISCRETION OF THE PUBLIC WORKS DIRECTOR, ANADDITIONAL CONDUIT SHALL BE PLACED ABOVE THE APPLICANTS CONDUITS, FOR USE BY THE CITY.10.CONDUITS MUST BE PLACED IN ZONE 1 FIRST. IF THERE ARE CONFLICTS PRESENT, THEN ZONE 2 MAY BE UTILIZED, ZONE 3 CAN BE USEDONLY IF THEYARE CONFLICTS PRESENT IN BOTH ZONES 2 AND 3.11.ALL MICROTRENCHING SHALL BE IDENTIFIED WITH A METAL IDENTIFICATION TAG LISTING THE OWNER, YEAR OF CONSTRUCTION, AND INCLUDING THEWORDS "NOT A SURVEY POINT". IF THE WORK IS DONE MORE THAN 50' IN LENGTH, PLACE THE TAG NEAR EACH END OF THE MICROTRENCH AND ATINTERVALS NOT EXCEEDING 50'.12.ALL STRIPING OR SIGNAGE DISTURBED BY THE PROJECT SHALL BE RESTORED TO CITY STANDARDS. SEE CITY DETAIL C-1.13.PRIOR TO FINISHING THE WORK DAY, OPEN TRENCHES SHALL BE PLATED OR BACKFILLED AND PAVED WITH EXISTING PAVEMENT.14.ASPHALT TYPE SHALL MATCH EXISTING ASPHALT. IF TYPE A, HOT MIX ASPHALT SHALL MEET 2010 CALTRANS STANDARD SPECIFICATIONS SECTION 39(15% RAP)15.PAVEMENT RESTORATION LIMITS SHALL CONFORM TO CITY STANDARD DETAILS R-6A THRU R-6C16.ADDITIONAL MORATORIUM PAVING OR SLURRY SEAL MAY APPLY PER SMMC 17.32. 12" MINSECTION VIEWCONDUIT DEPTH TABLEZONECONDUIT DEPTH120" - 26"216" - 20"312" - 16"3-SACK CDF"T" CUT FULL DEPTH12" HMA REPLACEMENTZONE 3 CONDUIT321CONDUIT ZONESVARIESNOTES 9 & 10EXISTINGLIP OF GUTTERZONE 2 CONDUITZONE 1 CONDUIT24" MIN4"24" MIN24" MINNOTES 6 & 8 8/17/2026MICROTRENCHR-4A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.SAWCUT FULL CONCRETE BASE DEPTH PRIOR TO TRENCHING.2."T" CUT SHALL CONSIST OF REMOVAL AND REPLACEMENT WITH HOT MIX ASPHALT FOR FULL DEPTH OF THE EXISTING ASPHALTCONCRETE LAYER OR 6" MINIMUM, WHATEVER IS GREATER. IF THE SUBBASE IS CONCRETE, THE "T" CUT SHALL REPLACE THEEXISTING CONCRETE SECTION TO FULL DEPTH.3.WHERE THE "T" CUT EDGE IS WITHIN 3' OF THE ADJACENT CURB AND GUTTER, THE "T" CUT SHALL BE EXTENDED TO THEADJACENT CURB OR GUTTER.4.ALL STRIPING OR SIGNAGE DISTURBED BY THE PROJECT SHALL BE RESTORED TO CITY STANDARDS. SEE CITY DETAIL C-1.5.FOR PAVED AREAS, SELECT BACKFILL SHALL BE CONTROLLED DENSITY FILL (CDF)6.FOR UNPAVED AREAS, SELECT MATERIAL SHALL BE MATERIAL FROM EXCAVATION, FREE FROM STONES OR LUMPS EXCEEDING 3"IN GREATEST DIMENSION, VEGETATION MATTER, OR UNSATISFACTORY MATERIAL.7.ASPHALT TYPE SHALL MATCH EXISTING ASPHALT. IF TYPE A, HOT MIX ASPHALT SHALL MEET 2010 CALTRANS STANDARDSPECIFICATIONS SECTION 39 (15% RAP)8.WHEN MULTIPLE POTHOLES WHOSE OURSIDE EDGES ARE WITHIN 24" OF EACH OTHER, "T CUT RESTORATION SHALL BECONTINUOUS.9.ADDITIONAL MORATORIUM PAVING OR SLURRY SEAL MAY APPLY PER SMMC 17.32.EXCAVATIONWIDTH POTHOLE RESTORATION LIMITS PLANPOTHOLE SECTIONCLASS 2 ABOR CDF"T" CUT FULL DEPTHHMA REPLACEMENTNOTE 2EXISTING ACPAVEMENTTACK COAT ALLSURFACES PRIORTO AC INSTALLEXISTING UTILITYEXISTING BASENOTE 2EXISTINGCURB AND GUTTEREDGE OF ASPHALTRESTORATIONEXCAVATION HOLE12" MIN12" MINNOTE 36" MIN12"12"12"12" 8/17/2026POTHOLE RESTORATIONR-5A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
EXCAVATION RESTORATION NOTES:1.ASPHALT TYPE SHALL MATCH EXISTING ASPHALT. REFER TO DETAIL C-1 FOR SPEC.2.IF A NEW RESTORATION IS DONE WITHIN AN EXISTING PATCH, THE BOUNDARIES OFTHE FINAL RESTORATION FOR THE PATCHES SHALL COINCIDE.3.ALL RESTORATIONS SHALL BE SQUARED UP AND PARALLEL TO THE EDGE OF THEROADWAY.4.ALL RESTORATION SHALL BE COMPLETED IN A TIMELY MANNER. AFTER BACKFILL ISRESTORED AND COMPACTED, ASPHALT SHALL BE PLACED 5 DAYS. FINALRESTORATION SHALL BE COMPLETED NO LATER THAN 10 DAYS.5.ANY ADJACENT CONCRETE SHALL CURE A MINIMUM 5 DAYS PRIOR TO PAVING.6.ALL STRIPING SHALL BE COMPLETED BETWEEN 2 DAYS TO 7 DAYS AFTER THEPAVEMENT HAS BEEN PLACED.
CASE 2: EXCAVATION >25% LENGTH OF STREETRESTORATION CASE 2:FOR EXCAVATIONS 25% OR MORE OF THE TOTAL STREETLENGTH, ASPHALT SURFACE SHALL BE RESTORED FOR THEFULL WIDTH AND FULL LENGTH OF ANY AFFECTED LANE.RESTORATION CASE 1:FOR EXCAVATIONS LESS THAN 25% OF THE TOTAL STREETLENGTH, ASPHALT SURFACE SHALL BE RESTORED FOR THEFULL WIDTH OF ANY AFFECTED LANE AND 2' PAST THEEXCAVATION. FOR UNMARKED STREETS, RESTORE TO THECENTER OF THE STREET.CASE 1: EXCAVATION <25% LENGTH OF STREET CASE 3: EXCAVATION OVER CENTERLINERESTORATION CASE 3:FOR EXCAVATIONS CROSSING OVER THE CENTERLINE, BOTHLANES SHALL BE RESTORED FOR THE FULL WIDTH THENAPPLY CASE 1 OR 2. DEPICTED ABOVE IS A EXCAVATIONCROSSING THE CENTERLINE AND LONGER THAN 25% OF THESTREET.CENTER LINEAREA OF AC PAVEMENTRESTORATIONLANE LINECROSSWALKPROPERTY LINETRAFFIC FLOWPARKING TEEAREA OF EXCAVATIONLEGEND L = STREET LENGTHL = STREET LENGTH
L = STREET LENGTH<0.25L2'<0.25L2'
>0.25L
>0.25L2'
8/17/2026PAVEMENT RESTORATION(EXCAVATIONS)R-6AA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
CASE 4: EXCAVATIONS WITHIN CLOSE PROXIMITYRESTORATION CASE 4:FOR TWO OR MORE EXCAVATIONS WITHIN 50' LONGITUDINALOF ONE ANOTHER OR ON THE SAME SIDE OF THECENTERLINE, THE PAVEMENT RESTORATION SHALL BECONTINUOUS BETWEEN THE EXCAVATIONS. FORLONGITUDINAL EXCAVATIONS, THIS CASE APPLIES BETWEENTHE TWO NEAREST ENDS; HOWEVER, THE TOTAL LENGTH OFTHE TWO EXCAVATIONS COMBINED STALL BE LESS THAN 25%OF THE STREET.
CASE 5: 8 OR MORE LATERALS ON SAME BLOCKRESTORATION CASE 5:FOR PROJECTS INSTALLING 8 OR MORE LATERALS ON THESAME BLOCK OR WHEN 50% OR MORE OF THE PROPERTIESON A BLOCK REQUIRE LATERAL EXCAVATION, THE PAVEMENTRESTORATION SHALL EXTEND THE ENTIRE LENGTH OF THEBLOCK FOR. THIS APPLIES PER LANE.CENTER LINEAREA OF AC PAVEMENTRESTORATIONLANE LINECROSSWALKPROPERTY LINETRAFFIC FLOWPARKING TEEAREA OF EXCAVATIONLEGENDEXCAVATION RESTORATION NOTES:1.ASPHALT TYPE SHALL MATCH EXISTING ASPHALT. REFER TO DETAIL C-1 FOR SPEC.2.IF A NEW RESTORATION IS DONE WITHIN AN EXISTING PATCH, THE BOUNDARIES OFTHE FINAL RESTORATION FOR THE PATCHES SHALL COINCIDE.3.ALL RESTORATIONS SHALL BE SQUARED UP AND PARALLEL TO THE EDGE OF THEROADWAY.4.ALL RESTORATION SHALL BE COMPLETED IN A TIMELY MANNER. AFTER BACKFILL ISRESTORED AND COMPACTED, ASPHALT SHALL BE PLACED 5 DAYS. FINALRESTORATION SHALL BE COMPLETED NO LATER THAN 10 DAYS.5.ANY ADJACENT CONCRETE SHALL CURE A MINIMUM 5 DAYS PRIOR TO PAVING.6.ALL STRIPING SHALL BE COMPLETED BETWEEN 2 DAYS TO 7 DAYS AFTER THEPAVEMENT HAS BEEN PLACED.
L = STREET LENGTH≤50'2'2'≤50'2'2'<0.25L
L = STREET LENGTH2'2'
2'2'2'SAME SIDEOF CL
8/17/2026PAVEMENT RESTORATION(EXCAVATIONS)R-6BA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
CENTER LINEAREA OF AC PAVEMENTRESTORATIONLANE LINECROSSWALKPROPERTY LINETRAFFIC FLOWPARKING TEEAREA OF EXCAVATIONUPGRADE CURB RAMPSTO BE ADA COMPLIANTLEGEND CASE 6: SINGLE STREET WIDTH ONLYRESTORATION CASE 6:WHEN EXCAVATION IS THRU THE INTERSECTION ALONG ONESIDE, THE AFFECTED LANES SHALL BE RESTORED ASSHOWN.CASE 7: CENTERLINERESTORATION CASE 7:WHEN EXCAVATION IS THRU THE INTERSECTION'SCENTERLINE, THE ENTIRE INTERSECTION SHALL BERESTORED AS SHOWN.CASE 8: THREE OR MORE QUADRANTSRESTORATION CASE 8:WHEN EXCAVATION IS THRU THREE QUADRANTS OR MORE,THE ENTIRE INTERSECTION SHALL BE RESTORED AS SHOWN.CASE 9: DIAGONAL ACROSSRESTORATION CASE 9:WHEN EXCAVATION IS ACROSS AN INTERSECTION AT ANANGLE, THE ENTIRE INTERSECTION SHALL BE RESTORED ASSHOWN.EXCAVATION RESTORATION NOTES:1.ASPHALT TYPE SHALL MATCH EXISTING ASPHALT. REFER TO DETAIL C-1 FOR SPEC.2.IF A NEW RESTORATION IS DONE WITHIN AN EXISTING PATCH, THE BOUNDARIES OFTHE FINAL RESTORATION FOR THE PATCHES SHALL COINCIDE.3.ALL RESTORATIONS SHALL BE SQUARED UP AND PARALLEL TO THE EDGE OF THEROADWAY.4.ALL RESTORATION SHALL BE COMPLETED IN A TIMELY MANNER. AFTER BACKFILL ISRESTORED AND COMPACTED, ASPHALT SHALL BE PLACED 5 DAYS. FINALRESTORATION SHALL BE COMPLETED NO LATER THAN 10 DAYS.5.ANY ADJACENT CONCRETE SHALL CURE A MINIMUM 5 DAYS PRIOR TO PAVING.6.ALL STRIPING SHALL BE COMPLETED BETWEEN 2 DAYS TO 7 DAYS AFTER THEPAVEMENT HAS BEEN PLACED.7.WHERE SHOWN, CORNER RAMPS SHALL BE RECONSTRUCTED TO BE IN COMPLIANCEWITH ADA REQUIREMENTS.8/17/2026PAVEMENT RESTORATION(EXCAVATIONS)R-6CA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
HYDRANTS AND ALLEYSNON-SIGNAL INTERSECTIONS AND ADA STALLSSIGNAL INTERSECTIONS PARKING TEEA= 1.6 SFCASE 1 (SIGNALIZED INTERSECTIONS):AT ALL SIGNALIZED INTERSECTIONS, PARKING SHALL BE PROHIBITED FOR 30' MIN ON THE NEAR SIDE AND 20' MINON THE FAR SIDE.CASE 2 (NON-SIGNALIZED INTERSECTIONS):AT ALL NON-SIGNALIZED INTERSECTIONS, PARKING SHALL BE PROHIBITED FOR 20' MIN ON EITHER SIDE.CASE 3 (ADA-STALLS):ADA STALLS SHALL BE LOCATED SUCH THAT PERSONS WITH DISABILITIES ARE NOT COMPELLED TO WALK ORWHEEL BEHIND PARKED VEHICLES BESIDES THEIR OWN. STALLS SHALL BE MARKED WITH BLUE CURB AND ADASTALL SIGN R99C(CA).CASE 4 (FIRE HYDRANTS):PARKING SHALL BE PROHIBITED 15' MIN ON EITHER SIDE OF A FIRE HYDRANT.CASE 5 (ALLEYWAYS):PARKING SHALL BE PROHIBITED 6' ON THE NEAR AND FAR SIDE OF AN INTERSECTION TO AN ALLEY.
PARKING NOTES:1.PARALLEL STALLS SHALL BE 24' LONG AND 8' WIDE. LENGTH MAY BE REDUCED TO 20' FOR END STALLS.2.PARKING STALLS OTHER THAN PARALLEL SHALL REQUIRE SPECIAL APPROVAL FROM PUBLIC WORKS.3.PARKING TEES SHALL ONLY BE PROVIDED WHERE PARKING DESIGNATION IS REQUIRED BY PUBLIC WORKS.4.PARKING TEES SHALL BE WHITE THERMOPLASTIC WITH GLASS BEADING.5.PARKING METERS SHALL BE LOCATED WITHIN 3' OF THE NOSE END OF THE PARKING STALL AND 18" O.C.FROM THE FACE OF CURB.6.PARKING RESTRICTION SHALL BE MEASURED FROM THE EDGE OF CURB RETURN OR THE OUTSIDE EDGE OFTHE CROSSWALK STRIPING WHICHEVER IS CLOSER TO THE STALL.FIRE HYDRANT15' MINRED15' MINRED6' RED20' BLUEEND STALL24' TYPSTD STALL8'TYP24' TYPSTD STALL8'TYP24' TYPSTD STALL8'TYP20' RED30' REDADA STALLSIGNAGESTREETSTREETSTREET STREETALLEYSTREETSTREETSTREETSTREETSTREETSTREET4" WHITESTRIPETYPSTREETSIDECURBSIDE12"24"12" 20' TYPEND STALL20' TYPEND STALL
20' TYPEND STALL
STREET
8/17/2026ON-STREET PARKING STANDARDSP-1A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.PRIOR TO INSTALLING NEW OR REPLACING OLD METER POLE, CONTRACTOR SHALL NOTIFY CITY 48 HOURS PRIOR TO WORK TOVERIFY POLE LOCATIONS.2.METER POLES SHALL BE PLUMBED BEFORE AND AFTER CONCRETE IS PLACED.3.METER POLES SHALL BE PAINTED BLACK WITH PPG AMERLOCK 400 OR APPROVED EQUAL. WHERE STALL CURB IS COLORED(GREEN, YELLOW, OR WHITE), METER POLE SHALL BE PAINTED TO MATCH CURB COLOR INSTEAD.4.CONCRETE SHALL BE CLASS A, 6 SACK MIX.
PARKING METER TO BE REMOVED OR INSTALLEDBY CITY FORCES. CALL CITY 48 HOURS PRIOR TOWORK REQUIRED.METER POLEGALVANIZED RIGID STEEL PIPE 2" I.D.PAINTED BLACKNOTE 3DRILL PIPE AND INSERT4" ROD THROUGH PIPECONCRETE BASENOTE 4ADJACENTSURFACEFC12" Ø18"3"18"36" 8/17/2026PARKING METERP-2A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
PARKING STALL DIMENSIONSS =D = (L + R) SINϴAISLE WIDTHS:A = BSINϴ1-WAY: A = 12' MINIMUM2-WAY: A = 22' MINIMUML = STALL LENGTHW = STALL WIDTHS = STALL LENGTH AT CURBD = STALL WIDTH AT CURBA = DRIVE AISLE WIDTHB = BACKUP DISTANCESTANDARD STALLS:W = 8.5'L = 18'B = 24'WR =WSINϴTANϴMINIMUM PARKING DIMENSIONS TABLEØS(FT)R(FT)D(FT)A (1-WAY)(FT)A (2-WAY)(FT)COMSTDCOMSTDCOMSTDCOMSTDCOMSTD0°212200781314222230°161713.914.715.516.41212222245°11.31288.517.718.715.617222260°9.29.84.64.918.719.819.120.8222290°88.500171822242224 LEGENDDIMENSIONS:COMPACT STALLS:W = 7.5'L = 15'B = 22'EQUATIONS FOR CALCULATIONSPARKING LOT LAYOUTTWO-WAYDASLRBWϴSTALL STRIPINGTYP 8/17/2026OFF-STREET PARKING STANDARDSP-3A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
PERMISSIBLE BUMPER OVERHANGNOTE:1.IN NO CASE SHALL THE BUMPER OVERHANG EXTEND INTO A PEDESTRIAN PATH OF TRAVEL.2.FOR ADDITIONAL INFO: SEE S.M.M.C. CHAPTER 227.64 OFF STREET PARKING AND LOADING.NOTES:1.DEAD-ENDS SHALL ONLY BE ALLOWED FOR TWO-WAY DRIVE AISLES.2.SUFFICIENT AREA WILL BE PROVIDED NEAR THE END OF DEAD-END AISLES FOR TURN AROUND UNDER FULL LOT CONDITIONS.DEAD-END AISLES OVERHANG OVER LANDSCAPEOVERHANG TOWARD VERTICAL OBSTRUCTIONCONFINED STALLSRESTRICTED STALLSADJACENT RESTRICTED OR END STALLSNON-STANDARD STALLSNOTE:1.FOR COMPACT STALLS, SUBTRACT ONE FOOT FROM THE ABOVE MINIMUM DIMENSIONS.10' MIN9' MIN10' MINPLANTING AREASIDEWALKCURB ORWHEEL STOPVERTICALOBSTRUCTIONCURB ORWHEEL STOPTWO-WAYSTRIPE ENDS FOR NO PARKINGSTALLTYP 10'MIN10'MIN10'MIN10'MIN10'MIN10'MIN9'MINW9'MINSTALLTYPWALLTYPCOLUMNTYP2' NOTE 12'NOTE 14' MIN 8/17/2026OFF-STREET PARKING DETAILSP-4A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
RADIUS TO CURBS OR BARRIERS 6" OR SHORTER (WHEEL RADIUS).RADIUS TO COLUMNS, WALLS, OR VERTICAL STRUCTURES (BODY OVERHAND RADIUS).NOTES:1.FOR CURVES ON RAMPS, WHERE VIEW OF RAMP IS OBSTRUCTED BY WALLS OR OTHER VERTICAL ELEMENTS, MIRRORS SHALLBE INCORPORATED AS REQUIRED BY PUBLIC WORKS DIRECTOR.2.ADDITIONAL REQUIREMENTS MAY APPLY PER S.M.M.C. CHAPTER 27.64 "OFF-STREET PARKING AND LOADING."TWO-WAY CURVE PLANONE-WAY CURVE PLAN16'MIN32'MIN18'MIN30'MIN16'MIN12'MIN 16'MIN44'MIN18'MIN42'MIN28'MIN12'MIN12'MIN
8/17/2026GARAGE CURVESP-5A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
RAMP-UP PROFILE
RAMP-DOWN PROFILEHIGH POINTBW0% GARAGEFLOOR
FCPROPERTYLINE / BW18% MAX
DRIVEWAY
DRIVEWAY
10' VERTICAL CURVEVARIES10' VERTICAL CURVE5.5' MINVARIES18% MAX 0% GARAGEFLOOR10' VERTICAL CURVEVARIES5' VERTICALCURVE5.5' MINVARIESVALLEY GUTTER OROTHER DRAINAGECOLLECTOR FC
⅊
⅊
8/17/2026GARAGE RAMP PROFILESP-6A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
SIGN POSTSIGN POST NOTES:1.METAL POSTS SHALL BE TRINITY HIGHWAY SQR-LOC EZ-OUT OR APPROVED EQUAL. SIGN POST MUST BE BREAKAWAY.2.AT INSTALLATION, COVER SLEEVE AND ANCHOR HOLES BELOW CONCRETE WITH TAPE TO PREVENT CONCRETE FROMFALLING INTO SLEEVE AND ANCHOR.3.THE SIGN POST SHALL BE LOCATED AT THE BACK OF WALK OR AS DIRECTED BY THE CLEAR ACCESSIBLE PATH OFTRAVEL IN THE SIDEWALK.4.UTILIZE RED GREASE ON RIVET BOLT PRIOR TO INSTALLATION.5.WITHIN SIDEWALK, THE DIAMETER OF THE CONCRETE BASE SHALL MATCH THE DIAMETER OF THE CORING BIT USED,MINIMUM 6". WITHIN NATIVE GROUND SURFACE, THE DIAMETER OF THE CONCRETE BASE SHALL BE 12" MINIMUM. 18" MINFCSIDEWALK3"16" SLEEVE24" POST DEPTH30" ANCHOR AND BASE214" X 214" 12 GA ANCHOR212" X 212" 12 GA SLEEVECONCRETE BASENOTE 5ANCHOR POLE TO SLEEVE38" JUMBO RIVET ATTACH SIGN TO POLE2 - 38" JUMBO RIVETSW/ BLACK PLASTIC WASHERSSIGN(CONFIGURATION VARIES)EXTEND POLE2" ABOVE SIGNPYRAMID RAIN CAPSECURE W/ SELF-TAPPING SCREW7' MIN TO BOTTOMOF LOWEST SIGN2" X 2" 14 GA SIGN POST 8/17/2026STANDARD SIGN POSTT-1A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
STREET NAME
STREET NAME SIGN NOTES:1.WHEREVER PRACTICAL STREET NAME SIGNS SHALL BE INSTALLED ON ELECTROLIER POLES.2.SIGN HARDWARE SHALL BE HAWKINS "SLOTTED-LOCK" OR EQUAL.3.SIGN FACES SHALL BE BLACK LETTERING ON SILVER REFLECTIVE SHEETING PER CITY STANDARDSPECIFICATIONS FOR TRAFFIC SIGNS.
STREET NAME
ON ELECTROLIERON SIGN POST
STREET NAME SIGNSTREET NAME
ADJACENTSURFACE8'-6"ELECTROLIERSIGN FORCROSS STREET9"6"SIGN BRACKET9"12"24" OR 36" ADJACENTSURFACESTANDARDSIGN POST8'-6"
0.080" ALUMINUMALLOY 6061-T6SIGN BRACKETAFFIX SIGN ON TOPOF SIGN POSTSIGN FORCROSS STREET 8/17/2026STREET NAME SIGNT-2A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
8/17/2026INTERNALLY ILLUMINATEDSTREET NAME SIGNT-3A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
RESERVED
8/1/2026DATE
HIGH-VISIBILITY CROSSWALKCONTINENTAL
STANDARD CROSSWALKBASIC
CROSSWALK NOTES:1.CROSSWALK STRIPING SHALL BE WHITE THERMOPLASTIC PAINT WITH GLASS BEADING. WHERE CROSSWALK IS ADJACENT TO A K-12SCHOOL OR ON A DESIGNATED SCHOOL ROUTE, CROSSWALK SHALL BE YELLOW. ALL CROSSWALKS IN THE SAME INTERSECTION SHALLBE YELLOW WHENEVER ONE CROSSWALK IS DESIGNATED AS YELLOW.2.HIGH-VISIBILITY CROSSWALKS SHALL BE USED IN DESIGNATED MID-BLOCK CROSSINGS, HIGH-PEDESTRIAN AREAS, CORRIDORS, OR ASDIRECTED BY THE PUBLIC WORKS DIRECTOR. HIGH-VISIBILITY CROSSWALKS SHALL ONLY BE CONTINENTAL PATTERNED.3.CONTINENTAL CROSSWALKS SHALL BE INSTALLED WITH BARS PARALLEL TO THE DIRECTION OF VEHICULAR TRAFFIC. STAGGEREDCROSSWALKS SHALL BE INSTALLED TO PLACE VEHICLE WHEEL PATHS BETWEEN THE PAINTED BARS.4.WHERE EXISTING BASIC CROSSWALKS ARE BEING RETROFITTED TO HIGH-VISIBILITY, THE EXISTING BASIC CROSSWALK LINES SHALL BEALLOWED TO REMAIN. 3'-5'GAPSCROSSWALKSTRIPINGNOTE 1
11' TYPICAL(6' MIN)CROSSWALKSTRIPINGNOTE 11'1'2'BARSLANE LINESL (LANE WIDTH)L/211' TYPICAL(6' MIN) 8/17/2026CROSSWALKST-4A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
8/17/2026RAISED CROSSWALKT-5A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
RESERVED
8/1/2026DATE
SPEED CUSHIONSECTION B-BPARABOLIC SECTIONSPEED CUSHIONS LAYOUTSECTION A-APLAN VIEWNOTES:1.REMOVE 2-INCHES OF PAVEMENT 18-INCHES BEYOND SPEED CUSHION AND UPTO THE LIP OF GUTTER.2.SPEED CUSHION SHALL BE CONSTRUCTED IN 3 LIFTS OF CLASS 38" ASPHALTMIX. 1ST LIFT SHALL BE 2-INCHES. 2ND AND 3RD LIFTS SHALL BE 1.5-INCHES.3.SPEED CUSHION CHEVRON SHALL BE INSTALLED ON THE SIDE FACING THEFLOW OF TRAFFIC AND CENTERED ON THE TRAVEL LANE.4.WHERE BICYCLE LANES MAY CROSS AND THE OUTSIDE SPEED CUSHIONWIDTH EXCEEDS 6.5-FT, TRANSITION OUTSIDE CUSHION EDGE TO TERMINATEAT THE BICYCLE LANE STRIPE.5.SIGNAGE SHALL BE INSTALLED PER DTL T-6B.6.ALL STRIPING SHALL BE WHITE THERMOPLASTIC PAINT WITH GLASS BEADING.7.ADVANCED SPEED CUSHION WARNING STRIPING SHALL BE INSTALLED AT THEDIRECTION OF THE PUBLIC WORKS DIRECTOR, PER DTL T-6B8.SPEED CUSHIONS SHALL NOT BE INSTALLED WITHIN 5-FT OF A CATCH BASIN.PLAN VIEW3"14'BB1'7'1'1'1'1'1'1'0.8"1.5"2.0"2.4"2.8"2.9"3.0"PARABOLICSECTION 6'2'VARIES2'℄2'
℄6'2'6'2'AA9'MINVARIES9' MIN
FCSPEED CUSHIONCHEVRON, TYPDIAMONDSYMBOLVARIES2'9'MIN2' VARIES9' MIN2'SIDE TAPER12" WIDE MAXSAWCUT 18" BEYONDSPEED CUSHION CONSTRUCTIN 3 LIFTSNOTE 2
LGSPEED CUSHION
8/17/2026SPEED CUSHIONT-6AA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
ADVANCED SPEED CUSHION WARNINGSPEEDHUMPAHEADSPEEDHUMPW17-1 OVERW16-9PW17-1 OVERW16-7P (L)DIAMOND SYMBOLSPEED CUSHION CHEVRONNOTES:1.ALL STRIPING SHALL BE WHITE THERMOPLASTIC PAINT WITH GLASS BEADING.A= 10.5 SFA= 12 SF 2'8'10'12'14'16'18'20'1'2'3'4'5'6'7'8'1' WHITE STRIPE TYP(36 SF TOTAL)SPEED CUSHION& CHEVRONSIGN POSTW17-1 OVER W16-7P(L)40'-50'SIGN POSTW17-1 OVER W16-9P 12'3'-3"6" WHITE STRIPE1' WHITE STRIPEWHITE STRIPE
6'6'℄ OF TRAVELLANE
℄℄
℄ OF STREET℄ OFCUSHION6'2'EDGE OFSPEED CUSHION8/17/2026SPEED CUSHION DETAILST-6BA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
TYPICAL BIKE LANE LAYOUTSBIKE LANEBEGINENDBIKE LANE BEGINBIKE LANEBIKE LANE ENDBIKE LANES NOTES:1.ALL WHITE STRIPING SHALL BE THERMOPLASTIC WITH GLASS BEADING. ALL GREEN STRIPINGSHALL BE CYCLEGRIP MMAX OR APPROVED EQUAL NON-SLIP HIGH VISIBILITY TREATMENT.2.BIKE LANES CONSIST OF A 6" WHITE STRIPE PER CALTRANS DETAIL 39. BIKE LANE STANDARDWIDTH IS 6' MEASURED FROM FACE OF CURB TO MIDDLE OF WHITE STRIPE.3.FULLY PAINTED GREEN LANES SHALL ONLY BE INSTALLED AS REQUIRED BY PUBLIC WORKSDIRECTOR.4.BIKE LANE APPROACHES TO AN INTERSECTION, THROUGH A DRIVEWAY, OR ANY OTHERMOTOR VEHICLE TO CYCLIST CONFLICT ZONE SHALL PROVIDE CONFLICT MARKINGS.CONFLICT MARKINGS SHALL BE PROVIDED THROUGH INTERSECTIONS AS DIRECTED BYPUBLIC WORKS DIRECTOR. SINGLE FAMILY RESIDENTIAL AND MULTI-FAMILY RESIDENTIAL (10UNITS OR LESS) DRIVEWAYS ARE EXEMPT FROM CONFLICT MARKINGS.5.BIKE LANES SHALL HAVE BIKE LANE MARKINGS (GREEN BACKED ARROW AND BIKE SYMBOL)AT BEGINNING OF EACH BLOCK, EVERY 300'-400', OR AFTER AN INTERSECTION.6.BIKE LANES SHALL HAVE "BIKE LANE BEGIN" AND "BIKE LANE END" SIGNAGE FOR EACH BLOCK.7.ALL MARKINGS AND SIGNAGE ARE BASED ON CALTRANS STANDARD PLANS.8.ALL CATCH BASINS ALONG BIKE LANES SHALL HAVE A BIKE SAFE GRATE.BIKE LANE CONFLICT MARKINGSDETAIL 39A (CL2 MOD)BIKE LANE LINECALTRANS DETAIL 39
BIKE LANE MARKING
BIKE LANE ENDSIGNAGEDTL 39 TYPBIKE LANE ENDSIGNAGEBIKE LANE BEGINSIGNAGEBIKE LANE BEGINSIGNAGEDTL 39A(CL2 MOD)DTL 39A(CL2 MOD)WHEN CROSSING DWYNOTE 4DTL 39A(CL2 MOD)GREEN LANES WHENREQUIRED BYPUBLIC WORKS DIRECTORDWY100'100'8'R81(CA)R81B(CA)R81(CA)R81A(CA)8'4'FULL DRIVEWAY WIDTH OR100' TO INTERSECTIONGREEN BARS TYP22 SF EACH6' OR MATCHLANE WIDTH6" WHITE STRIPEBIKE LANE MARKINGNOTE 5 6" WHITESTRIPE TYP
BIKE LANE MARKINGNOTE 55'6'6'-6"6'6'-6"BIKE LANEARROWBIKE LANE SYMBOLW/ PERSONGREENBACKINGGUTTEROR CURBLANELINEOMIT EDGE STRIPEIF AGAINST CURB OR GUTTER 8/17/2026BIKE LANEST-7A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
GREEN BACKED SHARROWBIKE LANES NOTES:1.BIKE ROUTES SHALL BE IDENTIFIED WITH BIKE BOULEVARD MARKING AND SHOULD BE USEDWHERE PHYSICAL CONSTRAINTS PREVENT USING BIKE LANES. BIKE ROUTES SHALL NOT BEINSTALLED ON ROADS WITH 35 MPH OR GREATER POSTED SPEED LIMITS UNLESS APPROVEDBY PUBLIC WORKS DIRECTOR.2.SHARROWS (CALTRANS SHARED ROADWAY BICYCLE MARKINGS CENTERED WITHIN A 4' BY 10'GREEN BACKING) SHALL BE PROVIDED PER CA-MUTCD PLACEMENT GUIDANCE. INTERVALSARE SUBJECT TO ENGINEERING DIVISION PLACEMENT.3.WHERE TRAVEL LANE WIDTH IS 14' OR LESS, SHARROWS SHALL BE INSTALLED CENTERED INTHE TRAVEL LANE.4.WHERE TRAVEL LANE WIDTH IS MORE THAN 14', SHARROWS SHALL BE INSTALLED 5' FROM THECURB OR 5' FROM THE PARKING STALLS PER CASE 2.5.BIKE LANES SHALL HAVE BIKE ROUTE SIGNAGE AT THE BEGINNING AND END FOR EACH BLOCK.6.ALL MARKINGS AND SIGNAGE ARE BASED ON CALTRANS STANDARD PLANS.
TYPICAL BIKE BOULEVARD LAYOUTSSTOP
BIKE BOULEVARD MARKINGWHITE A= 11.5 SFGREEN A= 41.5 SF
4'6"X6" GRID10'BIKE ROUTESIGNAGEBIKE ROUTESIGNAGEBIKE ROUTESIGNAGEBIKE ROUTESIGNAGE200'-250' INTERVALSGREEN BACKED SHARROWTYP GREEN BACKINGWHITE BIKEWHITE CHEVRONS20'TYPSTOP SIGN
139"72"7512"40"53"40"BIKE LANEARROWBIKE LANE SYMBOLW/ PERSONARROWBIKE BOULEVARD MARKING 8/17/2026BIKE ROUTEST-8AA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
BIKE ROUTE SIGNBIKE ROUTEBIKE ROUTE
12"34"24"GREEN BACKGROUNDCOLOR HEX #4CC50058"TYPR 112"TYP 1412"18"312"
TEXT FONT: HIGHWAY GOTHICWIDTH FACTOR: 1HEIGHT: 2"8/17/2026BIKE ROUTE SIGNST-8BA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
BIKE BOULEVARD SIGNNOTES:1.WAYFINDING SIGN CONTENT SHALL BE PROVIDED AS A SEPARATE PROJECT SPECIFIC TABLE AND APPROVED BY THE TRAFFIC DIVISION.Xxxxxxxx XxxxxxxxxBIKE BOULEVARDXxxxxxxx XxxxxxxxxX.X milesX minsX.X milesX minsX.X milesX minsXxxxxxxx XxxxxxxxxXxxxxxxx Xxxxxxxxx 12"34"24"GREEN BACKGROUNDCOLOR HEX #4CC50058"TYPR 112"TYP 1412"18"312"TEXT FONT: HIGHWAY GOTHICWIDTH FACTOR: 1HEIGHT: 2" R 112"
18"2"
DISTANCESTEXT FONT: HIGHWAY GOTHICWIDTH FACTOR: 1HEIGHT: 1"TIMESTEXT FONT: HIGHWAY GOTHICWIDTH FACTOR: 1HEIGHT: 1" 3" TYPDESTINATIONSTEXT FONT: HIGHWAY GOTHICWIDTH FACTOR: 1HEIGHT: 1.3"14"TYP8/17/2026BIKE BOULEVARD SIGNST-8CA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
BUFFERED BIKE LANE LAYOUT
BIKE BUFFER NOTES:1.BUFFER SHALL BE 24" MINIMUM INCLUDING THE WIDTH OF THE PARALLEL WHITE LINES.2.ALL BUFFER STRIPING SHALL BE THERMOPLASTIC WITH GLASS BEADING. FOR GREEN SKIPS REFER TO CITY DETAIL A-7A.3.K71 BOLLARDS SHALL BE BRIGHT GREEN WITH WHITE REFLECTIVE COLLARS UNLESS DIRECTED OTHERWISE BY THE PUBLIC WORKSDIRECTOR.4.K71 BOLLARDS SHALL BE PLACED AT THE BEGINNING, BETWEEN DIAGONAL STRIPES, AND AT THE ENDS OF BUFFERED BIKE LANES. FOR2' TO 4' BUFFERS, PLACE K71 BOLLARD CENTERED IN THE BUFFER, OR FOR WIDER BUFFERS, PLACE 2' FROM THE BIKE LANE EDGE.4.BUFFERED BIKE LANE APPROACHES TO AN INTERSECTION, THROUGH A DRIVEWAY, OR ANY OTHER MOTOR VEHICLE TO CYCLISTCONFLICT ZONE SHALL PROVIDE CONFLICT MARKINGS. CONFLICT MARKINGS SHALL BE PROVIDED THROUGH INTERSECTIONS ASDIRECTED BY PUBLIC WORKS DIRECTOR. SINGLE FAMILY RESIDENTIAL AND MULTI-FAMILY RESIDENTIAL (10 UNITS OR LESS) DRIVEWAYSARE EXEMPT FROM CONFLICT MARKINGS.GREEN SKIPS NOTES:A.SPACING SHALL BE 8' BETWEEN BARS FOR INTERSECTIONAPPROACHES AND 4' BETWEEN BARS FOR DRIVEWAY CROSSINGS.B.OMIT RIGHT EDGE STRIPE IF AGAINST CURB OR GUTTER.BIKE LANE CONFLICT MARKINGSDETAIL 39A (CL2 MOD)BIKE LANE6' STANDARDBUFFERNOTE 1CONFLICT MARKINGSDETAIL 39A (CL4 MOD)CALTRANSDETAIL 394" DIAGONALWHITE STRIPESEVERY 24'CURB OREDGE OF PAVEMENTTURN LANE100' TO INTERSECTIONVEHICLE TRAVEL LANE45°K71 BOLLARDNOTE 3 & 4 NOTE A4'FULL DRIVEWAY WIDTH OR100' TO INTERSECTIONGREEN BARS TYP22 SF EACH6' OR MATCHLANE WIDTH6" WHITESTRIPE TYPBUFFERWIDTHNOTE B 8/17/2026BUFFERED BIKE LANEST-9A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
ELECTRICAL NOTES:1.ALL MATERIAL SUBMITTALS SHALL BE APPROVED BY THE TRANSPORTATION DIVISION PRIOR TO ORDERING MATERIALS.2.STREET LIGHT CIRCUITS SHALL OPERATE AT 240 VAC IN STANDARD PARALLEL CONFIGURATION.CONDUIT AND CONDUCTOR INSTALLATION NOTES:1.SPLICE STREETLIGHT CIRCUIT IN STANDARD PARALLEL.2.LEAVE 3-FT OF SLACK FOR ALL CONDUCTORS IN PULL BOXES.3.LEAVE 2-FT OF SLACK FOR ALL PULL TAPES IN PULL BOXES AND SECURE ENDS TO PREVENT UNINTENTIONAL PULL THROUGH.4.CLAMP CONDUCTOR TO ROD IN POLE OR INSTALL GROUNDING NUT.5.WHERE DIRECT BURIAL SECONDARY IS NOT AVAILABLE, PROVIDE CONDUIT AND CABLE TO THE NEAREST SECONDARY SERVICE POINTPROVIDED BY PG&E.6.WHEN INSTALLING FUSE HOLDERS, COVER CRIMP TERMINAL WITH VINYL ELECTRICAL TAPE TO ENSURE WATERPROOF CONNECTIONS.STREETLIGHT CIRCUIT FUSE SPECIFICATIONS:1.30A AND 10A FUSES USED IN STREETLIGHT CIRCUITS SHALL BE 1332" X 112" SIZE WITH MELAMINE BODIES AND NICKEL OR COPPER ALLOYENDS CAPS.2.FUSES SHALL BE FAST ACTING TYPE RATED FOR 600V WITH AN AC INTERRUPTING CURRENT OF 100KA.3.FUSES SHALL BE UL-248-14 LISTED, CSA CERTIFIED, AND ROHS COMPLIANT. TYPICAL APPLICATIONS LISTED FOR FUSES SHALL INCLUDELIGHTING OR STREET LIGHTING. EXAMPLES OF ACCEPTABLE FUSES INCLUDE EATON BUSSMAN KTK SERIES AND LITTELFUSE KLKSERIES.4.FUSE HOLDERS FOR STREETLIGHT CIRCUITS SHALL BE NON-BREAKAWAY, IN-LINE, SINGLE-POLE, SUBMERSIBLE TYPE.5.FUSE HOLDERS SHALL BE RATED FOR 600V, UP TO 30A, LIMITED BY CONDUCTOR SIZE, AND SCCR = 200KA RMS SYM (DEPENDENT ONFUSE INTERRUPTING RATING).6.FUSE HOLDER TERMINALS SHALL BE COPPER CRIMP TYPE. 8/17/2026ELECTRICAL SPECIFICATIONSE-1A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
CIRCUIT CONDUCTORPULL TAPEBARE COPPER GROUNDCONDUCTOR LEGEND
ELEVATION
PLANSTREETLIGHTNOTES:1.REFER TO DETAIL E-1 FOR CONSTRUCTION SPECIFICATIONS.2.PULL BOX LOCATION MAY VARY. PREFERRED LOCATION IS ADJACENT TO THE POLE BASE PARALLEL TO THE STREET AS SHOWN.
TO NEXT PULLBOX (TYP)TO NEXT PULLBOX (TYP)PAVEMENTCONCGUTTERCURBNO. 3-1/2 PULL BOX"STREETLIGHT" ON COVERFACE AT BASEOF POLE ORBASE COVERBOW1.5" TYPE 3 CONDUITTO ELECTROLIERS1.5" TYPE 3 CONDUIT24" TO 36" COVER8' GROUND ROD (5/8" DIAMETER) WITHSCREW CLAMP FOR NO. 8 AWG BARECONDUITS TO NEXT PULL BOXESSEE TYPICAL CONDUIT SECTIONTERMINATE ALL CONDUITS MIN 3"ABOVE FLOOR OF PULL BOX WITHBELL ENDSCALTRANS STD NO. 3-1/2 OR NO. 3-1/2 (T)PULL BOX WITH "STREETLIGHT" ON COVERTYPICAL POLEACTUAL POLE MAY VARY(2) 10A FUSES AND FUSE HOLDERSFOUNDATIONSTD E-1LGFCBCTYPICAL 2"TYPE 3 CONDUIT12" MIN36" MAX 12" MIN36" MAX12" BASE34" AB
8/17/2026TYPICAL ELECTROLIER PULL BOXE-2A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
TYPICAL MID-RUN PULL BOXTYPICAL JUNCTION PULL BOXNOTE:1.REFER TO DETAIL E-1 FOR CONSTRUCTION SPECIFICATIONS.2.PULL BOXES SHALL BE TRAFFIC RATED WHEN LOCATED IN THE ROADWAY OR VEHICULAR PATHS.
CIRCUIT CONDUCTORPULL TAPEBARE COPPER GROUNDCONDUCTOR LEGEND
TYPICAL CONDUIT
RESTORE SIDEWALKPER DTL C-4CPULL CONDUCTORS THROUGH WITHOUT SPLICECALTRANS STD NO. 3-1/2 OR NO. 3-1/2 (T)PULL BOX WITH "STREETLIGHT" ON COVERTERMINATE ALL CONDUITS MIN 3" ABOVEFLOOR OF PULL BOX WITH BELL ENDSSPLICE CONDUCTORS IN PULL BOXCALTRANS STD NO. 5 OR NO. 5 (T) PULL BOXWITH "STREETLIGHT" ON COVERTERMINATE ALL CONDUITS MIN 3" ABOVE FLOOR OFPULL BOX WITH BELL ENDSCONDUCTOR (GROUND)BARE #8 AWGCONDUCTOR (120 V HOT)#8 AWGCONDUCTOR (120 V HOT)#8 AWG5/8" PULL TAPEPOLYETHYLENE2" CONDUITPVC SHC80RESTORE SIDEWALKPER CITY DETAIL R-X34" AB 34" AB12"COVER24" TO 36"
12"COVER24" TO 36"
8/17/2026TYPICAL PULL BOX AND CONDUITE-3A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1. REFER TO DETAIL E-1 FOR CONSTRUCTION SPECIFICATIONS.2.LOCATION OF EQUIPMENT MAY VARY.3. MAXIMUM DISTANCE BETWEEN PULL BOXES SHALL BE 200-FT.4. PULL BOXES SHALL BE NO.3-1/2 AND NO.5 PULL BOXES PER CALTRANS STANDARD PLANS. USE TRAFFICRATED PULL BOXES AND LIDS IF LOCATED IN THE ROADWAY.5. PULL BOX SIZES SHALL BE AS SHOWN UNLESS OTHERWISE SPECIFIED ON THE PROJECT PLANS OR ASUBSTITUTION IS APPROVED BY THE CITY.NOTE 3TYPICAL CIRCUIT LAYOUT STREETLIGHTSEE DETAIL E-1JUNCTIONSEE DETAIL E-3STREETLIGHTSEE DETAIL E-1MID-RUNSEE DETAIL E-3PG&E SECONDARY ELECTRICUNDERGROUND ENCLOSURE OR ASSPECIFIED BY PG&E DESIGN DRAWINGSUTILITY POLE240 VAC,SINGLE PHASE,2-WIRE ELEC SERVICETO ADDITIONALSTREETLIGHTSFCFCBWROADWAYSIDEWALK 8/17/2026TYPICAL UNMETERRED CIRCUITLAYOUTE-4A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
FOUNDATION NOTES:1.BASE PLATE SHALL BE LEVELED USING 2" MAXIMUM GROUT AND INCLUDE BOLT COVERS.2.CLAMP CONDUCTOR TO ROD IN POLE OR INSTALL GROUNDING NUT.3.WHEN NEW FOUNDATION IS INSTALLED, THE ENTIRE SIDEWALK PANEL SHALL BE REPLACED.FOUNDATION SECTION MAINTENANCE PADPAD NOTES:1.WHERE STREETLIGHTS ARE LOCATED IN LANDSCAPE AREA, PROVIDE A 30"X60" CONCRETEFOUNDATION CAP PAD AROUND LIGHT FLUSH TO ADJACENT SIDEWALK OR 2-INCHES ABOVEADJACENT GRADE. INCLUDE THE ASSOCIATED PULL BOX IN PAD2" MAX GROUT2 NUTS AND 2 WASHERS PER BOLTGROUND ROD34"X8' COPPERBASE PLATENOTE 5TOP OF FOUNDATION,FLUSH TO SIDEWALKNOTE 634" DIA42"CLASS ACONCRETE4 ANCHOR BOLTS1"X40" GALVANIZEDW/ 4" BENDS112" CONDUITTO PULL BOXSTD E-4#3 REBARALL AROUND ANCHORS#3 REBARALL AROUND ANCHORS30"60"CONCRETE PADSTREETLIGHTPULL BOXSTREETLIGHTLANDSCAPEAREABACK OF WALK 8/17/2026STANDARD STREETLIGHTFOUNDATIONE-5A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
ONE-SIDED LIGHTING LAYOUTSTAGGERED LIGHTING LAYOUTOPPOSITE LIGHTING LAYOUTSTREET LIGHT LOCATION NOTES:1.STREET LIGHT LAYOUT AS DETERMINED BY PUBLIC WORKS.2.SEE STREET LIGHT SHEETS FOR "L" TYPICAL STREET LIGHT SEPARATION LENGTH.3.STREET LIGHTING SHALL ALSO BE PROVIDED AT:A.INTERSECTIONSB.NEAR END OF CUL-DE-SACSC.ABRUPT CHANGE IN STREET ALIGNMENT, GRADE, OR OTHER UNUSUAL CONDITIONS LL/2L
L
8/17/2026STREETLIGHT LAYOUTSE-6AA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
POLE PLACEMENT PREFERENCESLOCATION 1LANDSCAPE STRIPLOCATION 2AMENITY ZONELOCATION 3BACK OF WALKPLACEMENT NOTES:1.THE PREFERRED LOCATION OF STREETLIGHTS IS LOCATION 1 OR 2 IN THE LANDSCAPE/AMENITY ZONE.2.WHERE SIDEWALK WIDTH IS LIMITED, PROVIDE STREET LIGHT AT THE BACK OF WALK AS SHOWN IN LOCATION 3.3.WHERE NEITHER LOCATIONS 1, 2, OR 3 ARE AVAILABLE, PLACE STREETLIGHT POLE CLOSEST TO THE BACK OF WALK ASTECHNICALLY FEASIBLE FOR THE STREETLIGHT OR OTHERWISE PROVIDE ACCESSIBLE COMPLIANT SIDEWALK CLEARANCE.4.WHERE STREETLIGHTS ARE LOCATED IN LANDSCAPE AREA, PROVIDE A 30"X60" CONCRETE FOUNDATION CAP PAD AROUNDLIGHT FLUSH TO ADJACENT SIDEWALK OR 2-INCHES ABOVE ADJACENT GRADE. INCLUDE THE ASSOCIATED PULL BOX IN PAD.LOCATION 4WITHIN SIDEWALKCONC PADNOTE 4CONC PADNOTE 4ADA COMPLIANTCLEARANCEMINIMUMAMENITY ZONELANDSCAPESTRIP18" MIN CLEARTO FACE OF CURB18" MIN CLEARTO FACE OF CURB 8/17/2026STREETLIGHT PLACEMENTE-6BA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
STREET LIGHTING FIXTURE TABLESTREET CLASS(ROAD WIDTH)LIGHTLAYOUT"L"SPACING(FT)MOUNTINGHEIGHT(FT)LUMINAIRE TYPEBY PEDESTRIAN ACTIVITY LEVELLOWMEDHIGHLOCAL(25' - 30')ONE-SIDED10025CH-40CH-60CH-6000STAGGERED150CH-4000CH-4000CH-6000COLLECTOR(35 '- 45')STAGGERED15030CH-4000CH-6000CH-7500OPPOSITE150CH-4000CH-6000CH-7500ARTERIAL(50' - 60')STAGGERED15030CH-7500CH-10000CH-12000OPPOSITE150CH-7500CH-10000CH-12000LUMINAIRE CONFIGURATION NOTES:1.POLES SHALL BE SPUN ALUMINUM 6063-T6, 0.188" NOMINALWALL THICKNESS OR EQUAL.2.LUMINAIRE ARMS SHALL BE TAPERED ELLIPTICAL ALUMINUM6063-T6 ABLE TO ACCOMMODATE 2" SLIPFITTER TYPELUMINAIRES.BOLT DIAMETERSSTREET CLASSBOLT DIALOCAL10"COLLECTOR11"ARTERIALBASE PLATESTANDARD LUMINAIRE TYPESTYPEOUTPUT(lm)DISTRIBUTIONCOLORTEMP(K)COLORINDEX(CRI)B/U/GRATINGPOWER(W)MAKEORDERING SPECIFICATIONSCH-40003,750TYPE III MID4000701/0/126CREEGWYS-A-4L-40K7-3M-UL-GY-Q9CH-60005,625TYPE III MID4000701/0/138CREEGWYS-A-6L-40K7-3M-UL-GY-Q9CH-75007,500TYPE III MID4000702/0/250CREEGWYS-A-8L-40K7-3M-UL-GY-Q9CH-1000010,175TYPE III MID4000702/0/264CREEGWYS-A-13L-40K7-3M-UL-GY-Q5CH-1200012,600TYPE III MID4000702/0/281CREEGWYS-A-13L-40K7-3M-UL-GY-Q9 STANDARDLUMINAIREOPTIONALDUAL-ARM IN MEDIANS6'25'-30' MOUNTING HEIGHT4 SLOTTEDBOLT HOLES114"X134"BOLTING DIA10" OR 11"MAST ARMNOTE 2HANDHOLE4"X612" MINBASE W/ BOLT COVERSNOTE 4ALUMINUM POLENOTE 1POLE ID STICKER8' ARM LENGTH
POLE FOUNDATION
8/17/2026STANDARD ELECTROLIER(COBRA HEAD)E-7AA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
6"
TAPERED (0.14"/FT.) ALUMINUM POLE SHAFT8"X4.29"X26.5'; 8 SHARP FLUTE18' MOUNTING HEIGHT30"27' MOUNTING HEIGHTPOLE TOP TENON POLE ELEVATIONNOTES:1.LUMINAIRE MODELS SHALL BE PER THE TRANSPORTATION DIVISION.2.REFER TO STD E-1 FOR FOUNDATION AND ANCHORING.3.ALL STEEL ASSEMBLIES GALVANIZED TO ASTM A1234.ALL WELDS SHALL BE IN ACCORDANCE WITH AWS D1.1.5.ALL MATERIAL FINISH COATS SHALL BE COLOR RAL-6012.6.ALL MATERIAL SUBMITTALS TO BE APPROVED BY THETRANSPORTATION DIVISION PRIOR TO ORDERING MATERIALS.
GFCI RECEPTACLE OPTIONAL
POLE TOP TENON
LOWER ARM OPTIONAL
2.875" O.D. X 5" LONGPOLE TOP TENON
0.19 PER AWS D.1.1
0.19 PER AWS D.1.1
LUMINAIRETYP, NOTE 1
8/17/2026DECORATIVE STREETLIGHT(PENDANT)E-7BA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
14' TAPERED (0.14"/FT.) ALUMINUM POLE SHAFT8"X4.29"X26.5'; 8 SHARP FLUTE27.5"13.5''17" NOMINAL16.625" ACTUALNOTES:1.LUMINAIRE MODELS SHALL BE PER THE TRANSPORTATION DIVISION.2.REFER TO STD E-1 FOR FOUNDATION AND ANCHORING.3.ALL STEEL ASSEMBLIES GALVANIZED TO ASTM A1234.ALL WELDS SHALL BE IN ACCORDANCE WITH AWS D1.1.5.ALL MATERIAL FINISH COATS SHALL BE COLOR RAL-6012.6.ALL MATERIAL SUBMITTALS TO BE APPROVED BY THE TRANSPORTATIONDIVISION PRIOR TO ORDERING MATERIALS.POLE ELEVATION 5" SHAFT TOP DIAMETER16 SHARP FLUTEDALUMINUM TAPERED POLE6.6875" SHAFTBASE DIAMETER POST TOP LUMINAIRENOTE 1
8/17/2026DECORATIVE STREETLIGHT(POST TOP)E-7CA C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
URBANACCESSORIES
URBANACCESSORIES
NOTES:1.STANDARD TREE GRATE SHALL BE BY URBANACCESSORIES, OT SERIES, TITLE 24, 4' X 4' SQUAREWITH 3/8" OR LESS SLOTS. SEMI-GLOSS BLACKPOWDER COATING.2.OT SERIES, TITLE 24 4' ROUND, IF APPROVED BYPUBLIC WORKS DIRECTOR.3.TRAFFIC RATED GRATES REQUIRED BETWEEN CURBAND BACK OF SIDEWALK. IF INSTALLED BEHINDSIDEWALK, PEDESTRIAN RATED ALLOWED IFAPPROVED BY PUBLIC WORKS DIRECTOR.4.STAKE OPENINGS ARE REQUIRED. LIGHT PORTSAND IRRIGATION ACCESS CUTOUTS IF NECESSARY.5.FOR INSTALLATION INTO EXISTING SIDEWALK,REFER TO URBAN ACCESSORIES FRAME SPECSTYPE R (IN CONCRETE) AND TYPE PA (IN PAVERS).MANUFACTURERURBAN ACCESSORIES:465 EAST 15TH STREET, TACOMA, WA, 98421(253) 572-1112PLAN VIEW NEW CONSTRUCTIONCONCRETE SIDEWALKNEW CONSTRUCTIONPAVER SIDEWALK6" MIN6" MINEMBEDMENT ANCHOR#3 REBAR6" OVERALL LENGTHTYPE S FRAMEPER MFRGRATECONCRETESLAB45°6" MINCONCRETESUB SLABSETTING BEDPAVERSTYPE PA FRAMEPER MFRGRATEEMBEDMENT ANCHOR#3 REBAR6" OVERALL LENGTHCONTINUOUS FLAT BAR3"45° 48"48"11"
8/17/2026TREE GRATETR-1A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE
NOTES:1.ROOT BARRIER SHALL BE BLACK, INJECTION MOLDED PANELS OR LINEAR ROLL WITH 90° DEFLECTING RIBS. ROOT BARRIER SHALL BEMANUFACTURED WITH 50% POST CONSUMER POLYPROPYLENE PLASTIC WITH ADDED ULTRAVIOLET INHIBITORS AND SHALL BERECYCLABLE.2.ROOT BARRIER SHALL HAVE A MINIMUM WALL THICKNESS OF 0.06" (60 mil) & RIB THICKNESS OF 0.08" (80 mil).3.VERTICAL ROOT DEFLECTING RIBS SHALL BE FACING INWARD TO THE ROOT BALL.4.ROOT BARRIER SHALL BE MINIMUM 15' LONG AND 7.5' O.C. FROM TREE UNLESS APPROVED OTHERWISE BY PUBLIC WORKS DIRECTOR.5.ROOT BARRIER SHALL BE INSTALLED VERTICALLY IN TRENCH ADJACENT TO SIDEWALK AND CURB AT GRADE.6.PRIOR TO CUTTING ANY ROOTS FOR PROTECTED TREES (DEFINED IN S.M.M.C. CHAPTER 13.40), A TREE PERMIT SHALL BE OBTAINEDFROM THE DEPARTMENT OF PARKS & RECREATION.ROOT BARRIER SECTIONROOT BARRIER PLANADJACENT SIDEWALKADJACENT CURB & GUTTEREXISTING TREEGRADENATIVE BACKFILL, TYPROOT BARRIER, TYP 24"ROOT BARRIERTYP4"-6"TRENCHTYPREMOVE EXISTING ROOTS
ROOT BARRIER, TYPBACK OF CURBFACE OF CURBSIDEWALKEXISTING TREE7.5' O.C.EACH SIDE OF TREE15' MIN ROOT BARRIERBACK OF WALK REMOVE EXISTING ROOTS8/17/2026TREE ROOT BARRIERTR-2A C C A M E O T Y I T F O S N R O F I L A I N A DEPARTMENT OF PUBLIC WORKSSHEETDATE 7/20/2026DATE
8/1/2026DATE