Agenda packet — Eastvale City Council, January 14, 2026 (part 2 of 2)

FOR MINIMUM CONCRETE STRENGTH REFER TO STANDARD SPECIFICATIONS SECTION 16.01.

APPROACHES SHALL HAVE 1 1/2" DEEP 3/16" WIDE TOOLED JOINT AT CENTER OF APPROACH AND AS SHOWNHEREON. ALL OTHER SCORE LINES SHALL BE 10'-0" MAX OC. (2.00% MAXAS-BUILT)
WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6" MINAGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETE IMPROVEMENTS.FOR EXPANSIVE SOIL, PLACE 6" MIN CLASS 2 AGGREGATE BASE UNDER CONCRETE IMPROVEMENTS AS DIRECTEDBY THE ENGINEER. SEE SPECIFICATIONS SECTIONS 16.03 & 16.04 AND STANDARD No. 401 FOR REFERENCE.

8.ALL SLOT PATCHES SHALL BE GROUND AND OVERLAYED TO FIRST LANE. 9% MAX

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 213 (1 OF 2)STANDARD No.RESIDENTIAL DRIVEWAYAPPROACH WITHSIDEWALK AT R/W 275
FLOWR/WNOTE:MEET ENGINEER'SSPECIFIED GRADETRANSITION 5'1.5% 5'SWSCORE LINESTOOLED JOINT LIMITS OFDWY APPROACHPCC CONCRETEAPRON WHEN STREETGRADIENT EXCEEDS 4%1" LIP FOR NOTES SEE SHEET 1
6" MIN4'ISOMETRIC VIEW
FULL DEPTH JOINT(2.00% MAXAS-BUILT)9% MAX

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

DRIVEWAY

DRIVEWAY
W5' MIN
5' MINPL
BCR
RESIDENTIAL:20' MINIMUM BETWEENCURB OPENING SERVINGSAME PARCEL RESIDENTIALDRIVEWAYWIDTH (W)12' MINIMUM30' MAXIMUM

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 215 (1 OF 2)STANDARD No.SECONDARY DRIVEWAYSTANDARD 277

1.IF ANY PORTION BETWEEN THE PROLONGED INTERSECTING PROPERTY LINES AT ANY STREET OR ALLEYINTERSECTION, OR BETWEEN THE POINTS OF CURVATURE OF ANY CURB RETURN HAS A RADIUS OF 20 FEET ORLESS.2.IF THERE IS ENCROACHMENT ON OR UPON ANY CURB RETURN BEYOND OR AHEAD OF AN EXISTING TRAFFICREGULATING DEVICE3.IF ANY PORTION OF THE DRIVEWAY IS WITHIN 5' OF AN EXISTING LIGHTING STANDARD THIS DRIVEWAY CAN'T BECONSTRUCTED UNLESS THE APPLICANT RELOCATES THE STREETLIGHT OUTSIDE OF THE 5'. PROPOSEDRELOCATION TO BE APPROVED BY PUBLIC WORKS ENGINEER.4.IF THE ABUTTING LOT DOES NOT PERMIT SUFFICIENT ACCOMMODATION FOR THE VEHICLES USING SAIDAPPROACH TO PARK WITHOUT ENCROACHING INTO OR UPON THE ADJACENT SIDEWALKS OR PUBLIC RIGHT OFWAY.5.IF VEHICLE ON PROPOSED DRIVEWAY WILL CREATE A BLIND SPOT OR LINE OF SIGHT OBSTRUCTION.6.IF PROPOSED DRIVEWAY WIDTH AND EXISTING DRIVEWAY WIDTH IS GREATER THAN 30 FEET COMBINED.7.IF THE CITY ENGINEER DETERMINES THAT THE PROPOSED DRIVEWAY IS NOT IN THE BEST INTEREST OF THENEIGHBORHOOD.8.IF THE PROPOSED DRIVEWAY POSES AN UNSAFE CONDITION.FOR ADDITIONAL DRIVEWAYS, A SECONDARY PERMIT MAY BE GRANTED IF THE PROJECT MEETS THE FOLLOWINGADDITIONAL CRITERIA, AND SHALL NOT MEET ANY OF THE PROHIBITIVE CONDITIONS ABOVE:1.AN ADDITIONAL DRIVEWAY MAY BE PERMITTED IF THE RESIDENCE IS SITUATED ON A CORNER LOT AND THERESIDENT REQUESTS AN ADDITIONAL DRIVEWAY ON THE FRONTAGE WHICH PRESENTLY HAS NO DRIVEWAY. FORSAFETY REASONS, DRIVEWAYS CANNOT BE PERMITTED AT OR NEAR THE CURB RETURNS (CORNER).2.A SECOND DRIVEWAY MAY BE PERMITTED IF THE RESIDENCE IS LOCATED AT MID-BLOCK AND THE LENGTH OFTHE FRONTAGE (PROPERTY LINE TO PROPERTY LINE) IS 60 FEET OR MORE.3.CONSTRUCTED PER CITY OF EASTVALE STANDARD PLANS 207 AND 208.4.THE NEW DRIVEWAY IS CONSTRUCTED WITHOUT THE US OF SLOT PATCHING OR IMPACTS TO THE EXISTINGASPHALT PAVEMENT.ALL PROPOSED DRIVEWAY APPROACHES SHALL MAINTAIN THE FOLLOWING CLEARANCES:1.5’ MINIMUM CLEARANCE FROM THE ADJACENT PROPERTY LINE.2.5’ MINIMUM CLEARANCE FROM ALL UTILITY STRUCTURES (PULLBOXES, STREETLIGHTS, FIRE HYDRANTS, POWERPOLES).3.IF SO, CONSULT THE AGENCY HAVING JURISDICTION OVER ANY UTILITY BOX TO BE AFFECTED. THE TOP SURFACEOF SUCH BOXES SHALL MEET THE STANDARD SIDEWALK SLOPE. ALTERATIONS OR RELOCATIONS MAY BENECESSARY IF A BOX IS LOCATED WITHIN THE LIMITS OF A PROPOSED DRIVEWAY OR OTHER WORKS. PROVIDETHE NECESSARY FORMS TO OMIT CONCRETE IN AN AREA MEASURING 30 INCHES BY 36 INCHES AROUND ANYWATER METER BOX IN THE AREA BEING IMPROVED.4.JCSD: NOTIFY JCSD TO ALTER THE UTILITY BOX AND PROVIDE A METAL PLATE COVER.5.5’ MINIMUM CLEARANCE FROM ALL SIGN POLES. IF ANY PORTION OF THE DRIVEWAY IS WITHIN 5' OF ANEXISTING LIGHTING STANDARD THIS DRIVEWAY CAN'T BE CONSTRUCTED UNLESS THE APPLICANT RELOCATESTHE STREET LIGHT OUTSIDE OF THE 5'. THE LOCATION OF TRAFFIC SIGNALS, POLES, SIGN POSTS OR FIREHYDRANTS SHALL BE IN ACCORDANCE WITH THE CITY OF EASTVALE STANDARD PLANS.6.6’ MINIMUM CLEARANCE FROM ALL STREET TREES CITY OF EASTVALE NEW DRIVEWAY REQUIREMENTSA PROPOSED DRIVEWAY IS PROHIBITED FROM BEING INSTALLED IN A SAID LOCATION IF IT MEETSONE OR MORE OF THE FOLLOWING CONDITIONS:

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

BACK OF CURBFLGUTTER
6" THICK APRON
R = 4"
3"2"
SLIP-RESISTANTPARKWAY COVER & FRAMESTANDARD No. 608TT 2" CLR FLCURB DEPRESSION1 1/2" OR AS NOTED1" MINEXP JOINTEXP JOINTSEE STANDARD No. 311FOR GUTTER DEPRESSIONSTRAIGHTGRADE 6"

BASIN INLETFL ELEVATIONNORMAL GUTTERFL ELEVATION
CONST JOINT1 1/2" CLR2 1/2"4"R = 3"
H
SEE STANDARD No. 304FOR DETAIL OF OPENING
12"6"
T 3' T
4'4' MIN OPENING
FOR NOTES SEE SHEET 2

1.5%, (2.00% MAX AS-BUILT)
OPENING TO BESPECIFIED ONIMPROVEMENTPLAN, SEE NOTESON SHEET 2 FRAME 23 3/4"OPENING
A
A
1/2" : 1'
EXCEPT FOR REINFORCINGBAR SHOWN ADJACENT TOFRAME, REINFORCE TOP SLABWITH #4 BARS SPACED 6" C-C #4 BARS @ 18" C-C
#4 BARS @ 18" C-CWALLS AND FLOORSECTION "A-A"NOTE 156'-0", SEE 1'-6" DIAMIN 3" PIPE EMBEDMENT
1'-6"SIDEWALK WIDTH, SEE NOTE 15
3"2"MIN2" PVC SCH80 @ 2' O.C.

FILTERFABRIC

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 300 (1 OF 3)STANDARD No.CURB INLETCATCH BASIN 279
T = 6" IF H IS 8 FEET OR LESS.T = 8" IF H IS GREATER THAN 8 FEET AND LESS THAN 20 FEET.H = 3 FEET 6 INCHES, UNLESS OTHERWISE SPECIFIED.3. DIMENSIONS:4. FLOOR OF BASIN SHALL BE GIVEN A STEEL - TROWELLED FINISH. a. IF H IS 3.5 FEET OR LESS, NO STEPS ARE REQUIRED. d. ALL STEPS SHALL BE 4 INCHES FROM THE WALL, EXCEPT THE TOP STEP, WHICH SHALL BE 2 1/2 INCHES (CLEAR) FROM THE WALL, AND ANCHORED NOT LESS THAN 5 INCHES INTO THE WALL OF THE BASIN.

1. CONNECTION PIPES MAY BE PLACED ANY POSITION AROUND THE WALLS, PROVIDED THEY POINT IN THE PROPER DIRECTION AND THE POSITION IS OTHERWISE CONSISTENT WITH THE IMPROVEMENT PLAN.

6. OUTLET PIPE SHALL BE TRIMMED TO THE FINAL SHAPE AND LENGTH BEFORE CONCRETE IS POURED.

NOTES:

13. CATCH BASINS AND LOCAL DEPRESSIONS MAY NOT BE PLACED WITHIN PEDESTRIAN STREET CROSSINGS.

7. OPENING SHALL BE 4'-0" MINIMUM UNLESS OTHERWISE SPECIFIED.9. 3/4 INCH PLAIN ROUND HOT-DIP GALVANIZED STEEL STEPS 16" WIDE (ALHAMBRA FDY. A-3325 OR EQUAL) ARE REQUIRED AS FOLLOWS:

14. CATCH BASIN CONCRETE MINIMUM STRENGTH SHALL BE 590-C-4000.

11. CONCRETE MINIMUM STRENGTH SHALL BE 590-C-4000 WHEN THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF A PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH A SIDEWALK. THE TOP OF THE BASIN SHALL BE POURED MONOLITHIC WITH THE SIDEWALK, USING CONCRETE IN THE SIDEWALK WITH MINIMUM STRENGTH OF 590-C-4000 AND THE TOP OF THE CATCH BASIN PER SIDEWALK STANDARDS.

2. CURVATURE OF THE LIP AND SIDEWALLS AT GUTTER OPENING SHALL BE FORMED BY CURVED FORMS AND SHALL NOT BE MADE BY PLASTERING. b. IF H IS MORE THAN 3.5 FEET, AND NOT MORE THAN 5 FEET, INSTALL 1 STEP 16" ABOVE FLOOR OF THE BASIN.c. IF H IS MORE THAN 5 FEET, INSTALL STEPS 12 INCHES APART, WITH THE TOP STEP 6 INCHES BELOW THE SURFACE OF THE BASIN.

15. TOP OF CATCH BASIN TO BE POURED MONOLITHIC WITH SIDEWALK.

8. REINFORCING STEEL SHALL BE NO. 4 ROUND DEFORMED BARS AT 6" CENTERS IN TOP SLAB, AT 18" CENTERS IN SIDES AND FLOOR OF THE BOX.

5. MANHOLE SHALL BE PLACED AS SHOWN ON STANDARD No. 300, UNLESS NOTED DIFFERENTLY ON IMPROVEMENT PLANS.

10. SURFACE OF ALL EXPOSED CONCRETE IN BASIN SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH AND SCORING TO EXISTING OR PROPOSED CURB AND WALL ADJACENT TO THE BASIN.

12. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6" MIN AGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETE IMPROVEMENTS. FOR EXPANSIVE SOIL, PLACE 6" MIN AGGREGATE BASE UNDER CONCRETE IMPROVEMENTS AS DIRECTED BY THE ENGINEER. SEE STANDARD SPECIFICATIONS 16.03 AND 16.04 AND STANDARD No. 401 FOR REFERENCE.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

MOUNTINGBRACKET

FILTER LINER &SUPPORT BASKETSEE DETAIL ACURBOPENING
OUTLET

RUBBERGASKETS

ABSORBENTPOUCH

CURBOPENING

CATCHBASIN
CURB INLETFILTER ASSEMBLYMOUNTING BRACKETS& EXPANSION BOLTSSEE NOTE 4TOP VIEW

SIDE VIEW

EXPANSION BOLT

FILTERSUPPORTFRAMECURB FILTERINLET ASSEMBLY

CATCH BASIN

1.2.3.4.5.6.7.8. DETAIL "B-B"DETAIL "A"
DETAIL "A-A"12"
W
FILTER LINER& SUPPORTBASKETNOTES:B B
A A
FILTER INSERTS SHALL BE INSTALLED ACROSS THEENTIRE WIDTH OF THE CURB OPENING, NO GAPSALONG CURB OPENING SHALL BE PERMITTED.FILTER SUPPORT FRAME SHALL BE CONSTRUCTEDFROM STAINLESS STEEL TYPE 304.FILTER LINER SHALL BE CONSTRUCTED FROM DURABLEPOLYPROPYLENE, WOVEN, MONOFILAMENT, GEOTEXTILE.FILTER LINER SHALL NOT ALLOW THE RETENTION OF WATERBETWEEN STORM EVENTS. DRAINAGE SHALL BE OUT OF THEBOTTOM OF THE FOSSIL FILTER.FILTER INSERT SHALL BE ATTACHED TO THE CATCH BASIN WITH STAINLESS STEEL EXPANSION ANCHORBOLTS & WASHERS (3/8" x 2-1/2" MINIMUM LENGTH).FILTER INSERTS SHALL BE AVAILABLE IN STANDARD LENGTHS OF 24", 30", 35", 42" & 48" AND MAY BEINSTALLED IN VARIOUS LENGTH COMBINATIONS (END TO END) TO FIT LENGTH OF NOTED CATCH BASIN.FILTER INSERTS AND FILTER MEDIUM POUCHES MUST BE MAINTAINED IN ACCORDANCE WITHMANUFACTURER RECOMMENDATIONS.FILTER INSERTS SHALL BE DESIGNED WITH A DEBRIS TRAP FOR THE RETENTION OF FLOATABLES ANDCOLLECTED SEDIMENTS.FILTER INSERTS SHALL BE SUPPLIED WITH "CLIP-IN" FILTER POUCHES UTILIZING FILTER MEDIUM FOR THECOLLECTION AND RETENTION OF PETROLEUM HYDROCARBONS (OILS & GREASES). 6" BOLT SPACING

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

FLOWLINEADDITIONALANCHOR BOLT

ANCHORDOWEL
ANCHOR
#4 BARSR=T

CURBFACETOP OFCURB

SLOPE TO OUTLET FROMALL DIRECTIONS
EXIST STSEE STANDARD No. 304FOR CURB SUPPORT DETAILSCORE LINE 18"3'-0"

ADDITIONALANCHOR BOLTIN FRAMEWDOWELTYP SPACING
R=4"TYPLINEFOR TIE
8" R=6"3'-0"W6"T 6"
4'-6"R=3"T
YANCHORDOWELSEE NOTE 5
FOR NOTES SEE SHEET 2
6"H6"
4 1/2"ANCHOR BOLT7"
SECTION "A-A"PLAN

DETAIL OF DOWEL
3"
3"
SECTION "B-B"24"12"
T
B
BBB A
A
90°90°
SEE STANDARD No. 305FOR FRAME & GRATEWITH ANCHOR BOLTS
THE OUTER EDGES OF THE WALLS SHALL CONFORMTO THE STREET OR LOCAL DEPRESSION SURFACE.THE GRATE SHALL BE LAID IN THE PLANE OF THISSURFACE, SEE STANDARD No. 312 CASE B FORGUTTER DEPRESSION.

GUTTERTOP OF CURB
16"7"

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 301 (1 OF 2)STANDARD No.COMBINATION INLETCATCH BASIN NO. 1 282

1. 3.2.4.

6.7. *** *DIMENSIONS UNLESS OTHERWISE SPECIFIED Y W T H 2'-3" 7' 6" 4'-6" 6" 5' OR LESS 8" 5' TO 8' 10" 8' OR GREATERNOTES:

CONCRETE MINIMUM STRENGTH SHALL BE 590-C-4000.THE REINFORCING STEEL SHALL BE NUMBER 4 DEFORMED BARS. CLEARANCE SHALL BE 1 1/2" FROM THEBOTTOM OF THE SLAB.THE SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM TO SLOPE, GRADE, COLOR, FINISH, ANDSCORE IN THE EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. THE BASIN FLOORSHALL BE GIVEN A TIGHT WOOD FLOAT FINISH. CURVATURE OF THE LIP AND SIDEWALLS AT THE GUTTEROPENING SHALL NOT BE MADE BY PLASTERING. THE OUTLET PIPE SHALL BE TRIMMED TO FINAL SHAPEAND LENGTH BEFORE THE CONCRETE IS POURED.

CATCH BASINS, GRATES AND LOCAL DEPRESSIONS MAY NOT BE PLACED WITHIN PEDESTRIAN STREETCROSSINGS. BICYCLE FRIENDLY GRATES SHALL BE USED IN BIKE LANES AND WITHIN ROADBED.

5. 3/4 INCH PLAIN ROUND HOT-DIP GALVANIZED STEEL STEPS 16" WIDE (ALHAMBRA FDY. A-3325 OR EQUAL) ARE REQUIRED AS FOLLOWS:a. IF H IS 3.5 FEET OR LESS, NO STEPS ARE REQUIRED.b. IF H IS MORE THAN 3.5 FEET, AND NOT MORE THAN 5 FEET, INSTALL 1 STEP 16" ABOVE FLOOR OF THE BASIN.c. IF H IS MORE THAN 5 FEET, INSTALL STEPS 12 INCHES APART, WITH THE TOP STEP 6 INCHES BELOW THE SURFACE OF THE BASIN. (CLEAR) FROM THE WALL, AND ANCHORED NOT LESS THAN 5 INCHES INTO THE WALL OF THE BASIN.d. ALL STEPS SHALL BE 4 INCHES FROM THE WALL, EXCEPT THE TOP STEP, WHICH SHALL BE 2 1/2 INCHESWHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6" MINAGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETEIMPROVEMENTS. FOR EXPANSIVE SOIL, PLACE 6" MIN AGGREGATE BASE UNDER CONCRETEIMPROVEMENTS AS DIRECTED BY THE CITY ENGINEER. SEE STANDARD SPECIFICATIONS SECTION 16.03AND 16.04 AND STANDARD No. 401 FOR REFERENCE.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 301 (2 OF 2)STANDARD No.COMBINATION INLETCATCH BASIN NO. 1 283

GUTTER DEPRESSION

GUTTER DEPRESSIONFLOW
M5 x 18.9
ALHAMBRA FDY.A-3320 OR EQUAL(GALVANIZED)
NORMAL GUTTERFLOW LINER=3"1/2" STEEL BOLTS& LOCK WASHERS(PLACE BETWEENGRATE SLATS)TOTAL - 4

EXP JOINT

NORMAL CURB FACE ATEXP JOINT TC & FLELEV AS SPECIFIED ONIMPROVEMENT PLANSSCORE LINE 3/4":1'1/2":1'
3'T W

STANDARD CURB
R=4"

STANDARD CURB
2'-0" OPENING4"
6'TSEE STANDARD No. 312FOR GUTTER DEPRESSIONEXP JOINT
4'-0"1/2" STEEL BOLTS& LOCK WASHERS2'-11 3/8" OPENINGH
4'-0"7 1/2"
T 2'-9"T 6"SLOPE TO OUTLETIN ALL DIRECTIONS
3" MIN EMBEDMENT
#4 DOWELS@ 12" OC
FOR NOTES SEE SHEET 2

PLANSEE NOTES FOR PLACEMENTOF CONNECTION PIPE
CURB DEPRESSION1 1/2" OR ASSPECIFIEDAT OPENING
FOR FRAME & GRATE DETAILS ANDANCHORAGE SEE STANDARD No. 305 BB
A
A#4 DEFORMED BARSSPACED 8"
FOR CURB BAR & SUPPORTDETAILS SEE STANDARD No. 304
SECTION "B-B"
SECTION "A-A"
6" 16"

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 302 (1 OF 2)STANDARD No.COMBINATION INLETCATCH BASIN NO. 2 284
NOTES:1.2.3.4.5.6.7.8.9.10.11.

12.13.14. BASIN SHALL HAVE ONE GRATE UNLESS OTHERWISE SPECIFIED ON IMPROVEMENT PLANS.CONCRETE MINIMUM STRENGTH SHALL BE 590-C-4000 WHEN THE BASIN IS TO BECONSTRUCTED WITHIN THE LIMITS OF A PROPOSED SIDEWALK, OR IS CONTIGUOUS TO SUCH A SIDEWALK,THE TOP OF THE BASIN SHALL BE POURED MONOLITHIC WITH THE SIDEWALK, USING CONCRETE IN THESIDEWALK WITH MINIMUM CONCRETE STRENGTH 590-C-4000. THE TOP OF THE CATCHBASIN SHALL BE FINISHED PER SIDEWALK STANDARDS.CONNECTION PIPES MAY BE PLACED IN ANY POSITION AROUND THE WALLS, PROVIDED THEY POINT INTHE PROPER DIRECTION AND THE POSITION IS OTHERWISE CONSISTENT WITH THE IMPROVEMENT PLAN.CURVATURE OF THE END-WALLS AT CURB OPENING SHALL BE FORMED BY CURVED FORMS AND SHALLNOT BE MADE BY PLASTERING.DIMENSIONS:GRATE SHALL BE PARALLEL TO PLANE OF GUTTER SLOPE 3/4" TO 1'-0".T = 6 INCHES IF H IS 8 FEET OR LESS.T = 8 INCHES IF H IS GREATER THAN 8 FEET AND LESS THAN 20 FEET.H = 3 FEET 6 INCHES, UNLESS OTHERWISE SPECIFIED ON IMPROVEMENT PLANS.W = 2 FEET 11 3/8 INCHES FOR ONE GRATE. ADD 3 FEET 5 3/8 INCHES FOR EACH ADDITIONAL GRATE.EXPOSED SURFACES OF THE CATCH BASIN SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH ANDSCORING TO EXISTING IMPROVEMENTS ADJACENT TO THE BASIN. WHERE NO SIDEWALK EXISTS, THE TOPSHALL BE FINISHED TO CONFORM TO STANDARD SIDEWALK SLOPE AND FINISH. WHERE NO CURB EXISTS,THE BATTER OF EXPOSED END WALLS ABOVE THE STREET SURFACE SHALL CONFORM TO BATTER FORSTANDARD CURB.FLOOR OF BASIN SHALL BE GIVEN A STEEL - TROWELLED FINISH.OUTLET PIPE SHALL BE TRIMMED TO THE FINAL SHAPE AND LENGTH BEFORE CONCRETE IS POURED.REINFORCING STEEL SHALL BE #4 DEFORMED BARS. CLEARANCE SHALL BE 1 1/2 INCHES FROM INSIDEOF BOX. SPACING IS AS SHOWN IN TOP SLAB AND AT 18 INCH CENTERS IN SIDES OF BOX.SLOPE OF FLOOR PARALLEL WITH CURB SHALL BE 1 IN 12 UNLESS OTHERWISE SPECIFIED. SLOPE FLOORFROM ALL DIRECTIONS TO THE OUTLET.STEPS: 3/4 INCH PLAIN ROUND GALVANIZED STEEL STEPS (ALHAMBRA FDY. A-3325 OR EQUAL) AREREQUIRED AS FOLLOWS: a. IF H IS 3.5 FEET OR LESS, NO STEPS ARE REQUIRED. b. IF H IS MORE THAN 3.5 FEET, AND NOT MORE THAN 5.0 FEET, INSTALL ONE STEP 16" ABOVE FLOOR OF BASIN. c. IF H IS MORE THAN 5.0 FEET, INSTALL STEPS 12 INCHES APART, WITH THE TOP STEP 6" BELOW THE TOP OF GRATE. d. ALL STEPS SHALL BE 4 INCHES CLEAR FROM THE WALL EXCEPT THE TOP STEP, WHICH SHALL BE 2 1/2 INCHES (CLEAR) FROM THE WALL AND ANCHORED NOT LESS THAN 5 INCHES IN WALL OF BASIN.WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6" MINCLASS 2 AGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETEIMPROVEMENTS. FOR EXPANSIVE SOIL, PLACE 6" MIN AGGREGATE BASE UNDER CONCRETEIMPROVEMENTS AS DIRECTED BY THE CITY ENGINEER. SEE SPECIFICATIONS SECTIONS 16.03 & 16.04 ANDSTANDARD No. 401 FOR REFERENCE.GRATE SHALL BE HOT DIPPED GALVANIZED.CATCH BASINS, GRATES AND LOCAL DEPRESSIONS MAY NOT BE PLACED WITHIN PEDESTRIANSTREET CROSSINGS. BICYCLE FRIENDLY GRATES SHALL BE USED IN BIKE LANES AND WITHIN ROADBED.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 302 (2 OF 2)STANDARD No.COMBINATION INLETCATCH BASIN NO. 2 285

PROPERTY LINE
FLOW
3/4" BAR
PROTECTION BAR3" OR 4"6" OR 8"

TOP PLATENOT SHOWN
DETAIL "E"SEE SHEET 2
DETAIL "B"SEE SHEET 2
DETAIL "D"SEE SHEET 2
NORMAL FLNORMAL CURB HEIGHT10' TRANSITION10' TRANSITION8 1/4"OR 10 1/4" 2 1/4"
12"3/4" BAR
12"6' SIDEWALK (TO FL)
12"12"
OUTLET APRON4" PCC OVERCOMPACTED EARTH
12"4"PIPE:18" MAX DIA OREQUIV PIPE ARCH5' OR VARIABLE
6"
DOUBLE ANGLESTRUTSL 2 1/2" x 2" x 1/4"EQUIVALENT
FOR NOTES SEE SHEET 2

SCHEMATIC PLAN VIEW

PROFILE

STEEL TROWELFINISH

1.5%(2.00% MAX AS-BUILT)
2%
A
A
60° IN DIRECTIONOF FLOWSLIP RESISTANT1/4" CHECKEREDPLATE 4' WIDE SECTION "A-A"
NOTE:USE 4' WIDE CHECKERED PLATECUT TO CORRECT DIMENSIONS.THEN CONSTRUCT FRAME TOFIT PLATE AND FASTEN WITHAN INTERMITTENT WELD.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

HINGESUPPORT BAR

PADLOCK
1" x 1/4" BAR1/4" 2 1/2" x 2" x 1/4"
1 3/4" x 1 1/4" x 3/16"2" x 3" x 7/16"
1/4" 3" OR 4"
SEE DETAIL "B"
3/4" BAR
1/4" CHECKEREDPLATE (GALVANIZED)18" CULVERTUSE 1/2" BARS@ 4" SPACING,12" CULVERTUSE 3/8" BARS@ 3" SPACING.3/4" x 1/2" LL
LL
L 1 3/4" x 1 1/4" x 3/16"OR EQUIVALENTSECTION MODULUSSIDERAIL. 0"1/4"1/2"Ø STEELANCHOR6"4"
FACEANGLE2" 1" x 1/4" BAR
1/4" CHECKEREDPLATE (GALVANIZED)
L
1/4"1" x 1/4" BAR
2" x 3" x 7/16" FACE ANGLE
8 1/4" OR10 1/4"CURB FACE
DETAIL "E"DETAIL "B"
DETAIL "D"DETAIL "C"
1/16" GAP

1.2.3.4.5. 1/2" STEEL ANCHOR NOT SHOWNSEE DETAIL "B"
1 3/4" x 1 1/4" x 3/16"SIDERAIL
1/2"1/2"

SIDE RAIL
SIDE RAIL3"2"60°60°NOTES:

TYP
3"
THE 1/4" CHECKERED PLATE SHALL BE FASTENED TO THE FRAME WITH AN INTERMITTENT WELD.

ALL METAL SHALL BE HOT DIPPED GALVANIZED.CONCRETE MINIMUM STRENGTH SHALL BE 590-C-4000.6.

GRATE SHALL BE CONSTRUCTED TO STANDARD SPECIFICATIONS, WELDED AT ALL BREAKS, SECTIONS, ETC.,HINGED TO DRAINAGE PIPE, AND SECURED WITH PADLOCK. GRATE NOT REQUIRED FOR CULVERTS SMALLERTHAN 12".WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6" MINAGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETE IMPROVEMENTS.FOR EXPANSIVE SOIL, PLACE 6" MIN CLASS 2 AGGREGATE BASE UNDER CONCRETE IMPROVEMENTS AS DIRECTEDBY THE ENGINEER. SEE STANDARD SPECIFICATIONS SECTION 16.03 AND 16.04 AND STANDARD No. 401 FOR REFERENCE.

FRAME AND GRATE SHALL BE CONSTRUCTED TO STANDARD SPECIFICATIONS OR OF EQUIVALENT STRUCTURALSTRENGTH AND WELDED TOGETHER WITH A 1/4" INTERMITTENT WELD AT ALL BREAKS, SEAMS, SECTIONS, JOINTS, ETC.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 303 (2 OF 2)STANDARD No.FLAT OUTLETDRAINAGE STRUCTURE 287
R = 1/4"
23L
5/16"
R = 3"
BATTER TO CONFORMWITH ADJOINING CURBC R = 1" MINL1/2"Ø STIRRUP, WELD AS SHOWN 4 1/2"1"2 1/2"1"5"11/4"
7 1/8"5 3/8"3"
CURB HEIGHT + 3"GUTTERFLOW LINE5/8"
T
NOTE 2R = 11/16"
1 1/8"Ø HOLE IN PLATE1 7/8"1 1/2"2 3/4"
ADJUSTING NUTS TO BE TIGHTENED ANDSECURED IN PLACE WHEN STEEL PLATEANGLE IS IN PROPER POSITION.C 1"PROTECTIONBAR1/4"NOTE 3NOTE 4 NOTE 1
1/4"

1.2.3.4.5. NOTES:
24°66°

CUT REINFORCING STEELTO CLEAR FACE PLATE
24°TYP
FACE PLATE 5/16" x 10" ROLLED PLATE(ASTM A36) FORMED AS SHOWN(ALHAMBRA FOUNDRY NO. A-3911 OREQUIVALENT) & EXTEND LENGTH OF BOX.FACE PLATE ANCHORAGE 1/2"Ø STEELANCHOR 42" OC MAX PLACE AS SHOWN.PROTECTION BAR: PLAIN ROUND STEELBAR 1" DIA SHALL BE INSTALLED WHENNORMAL CURB HEIGHT IS GREATER THAN 6".BAR SHALL BE EMBEDDED 5" AT EACH END.SUPPORT BAR 1" DIA x 22" LONG WITHSQUARE HEAD AND HEX NUTS, BEND ASSHOWN. SPACING SHALL NOT EXCEED 4FEET.ALL EXPOSED METAL PARTS SHALL BE HOT-DIP GALVANZIED.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 304STANDARD No.CURB SUPPORT DETAIL 288
SPACER
3/16"
(SEE TABLE BELOW)
TYPE" W "" X " USAGE24 - 99122"1 1/2"1 9/16"NO.BARS
5/8" OR 3/4"
3 1/2" x1/2" BARSW3 1/2"

BOLTING DETAIL

BAR SPACERBOLTED END BLOCK
1'-11 5/8"XW
2"W3 1/2"
3 1/2" x1/2" BARS
3'-4"W X
XBAR1/2" OR 5/8"BOLTSSPOT WELDOR PEEN
3 1/2"
2"

CUTWASHERSALTERNATIVEBOLTED GRATE
GRATE DETAILS1 5/8"
1 5/8"
TYP

USE IN LOCATIONS OFF THE ROADBEDUSE WITHIN THE ROADBED
1'-11 5/8"
24 -12XGRATE OPEN AREA5.21 SqFt4.91 SqFt
3/16"
3'-4"X
3 1/2"TYP
1'-11 5/8"
1 5/16"
W3 1/2" x3/8" BARS
5 1/2"TYP5 7/8"TYPAATYPE 24 - 9WELDED GRATETYPE 24 - 12XWELDED GRATESECTION A-A 3/16"
3/8" DIA BAR
3 1/2" x 3/8"END BAR
TYP1/8"

ALTERNATIVE SPACER

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 305 (1 OF 2)STANDARD No.GRATE ANDFRAME DETAIL 289
TYPEWELDEDBOLTEDWEIGHTS24 -924" FRAME200230258286904" x 3" x 1/2"- 2'-0"3"4"4"
6" OMIT ANCHORIF WF BEAMSUPPORT IS USED2'-1 1/2"1/4"3 1/2" x 1/2" x3'-4 3/8" BARSL 1/2"Ø ANCHORS1"FRAME DETAILS
NOTES:
3/16"

1.2.3.4.5. 24 -12X
3'-5 3/8"
GRATE TYPE NUMBER REFERS TO WIDTH OF GRATE IN INCHES AND NUMBER OF BARS RESPECTIVELY.CONTRACTOR HAS THE OPTION OF USING WELDED OR BOLTED GRATES.ROUNDED TOP OF BARS OPTIONAL ON ALL GRATES.GRATE SHALL BE PLACED SO THAT BARS ARE PARALLEL TO DIRECTION OF PRINCIPAL SURFACE FLOW.GRATE AND FRAME SHALL BE HOT-DIP GALVANIZED.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

END OF DIKE
FLOW

TOP OF FILL SLOPETOP OF DIKETOP OF DIKEVALLEY LINELC

CROSS-FALL PERSTREET PLANS
0" 10' MIN
R = 2'R = 3'

PAVEDGUTTERFLARE
12"
12"6" MIN2"
6'5"1/2:1SHOULDER
8"
1/2:15"TOP OF DIKE9"8"
CROSS SECTION OF SLOPEDITCH MAY BE MAY BESEMICIRCULAR, VEE, ORTRAPEZOIDAL,MIN TOP WIDTH = 25"MIN DEPTH = 8" TO BE USED ON FILL SLOPES FLATTER THAN 4:1.USE MINIMUM 10' LENGTH OF GUTTER ON BOTHSIDES IN A SAG LOCATION. USE PIPE DOWNDRAINSFOR SLOPES STEEPER THAN 4:1 SLOPES PLAN
2"

EDGE OFSHOULDER
ACC
ABB
SECTION "A-A"
SECTION "B-B"SECTION "C-C"
*
**1/2:1 MAX, VARIESCITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 306STANDARD No.ACOVERSIDE DRAIN 291
COMPACTED SUBGRADE*L FLPER PLAN
ALL REINF #4REBAR SPACED@ 24" OC
FOOTING AND DEPTHOF CUT-OFF WALL TOBE DETERMINED BYSOIL INVESTIGATION.

LONGITUDINAL LIMITS TO ACCOMMODATE 100 YEAR STORMUNLESS OTHERWISE DIRECTED C STREETFLPER PLAN1% MIN,4% MAX6"SEE DETAIL "A"
PCC CUT-OFF WALL8" DETAIL "A"FOOTING DETAIL

TYPICAL DIP SECTION
2'-6" MIN
2'-6" MIN SEE FOOTINGDETAIL
STREAMFLOWVARIABLE (MATCH STREET WIDTH)9" 9"
NOTES:
9"
1'-0"6" 18"ALL REINFORCING #4REBAR SPACED @ 24" OC
REINFORCED PCCSEE NOTES 2 & 3

1.2.3. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6" MINAGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETEIMPROVEMENTS. FOR EXPANSIVE SOIL, PLACE 6" MIN CLASS 2 AGGREGATE BASE UNDER CONCRETEIMPROVEMENTS AS DIRECTED BY THE ENGINEER. SEE STANDARD SPECIFICATIONS SECTION 16.03 AND16.04 AND STANDARD No. 401 FOR REFERENCE.REINFORCING FOR PCC PAVEMENT TO CONSIST OF 6" x 6" x 10 GAUGE WIRE MESH.CONCRETE MINIMUM STRENGTH SHALL BE 590-C-4000.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 307STANDARD No.PCC DIP SECTION 292
1 1/2"CURBLINE 90° VARIES

R/W OR EDGE OF WALK
3"3"B

LAID RADIALLY
2" CLR, TYP2" 2"2"
C1CURBE A

SCORE LINE

STATIONLINE

PARALLEL WITH INVERT
F
2% 4"
4 1/2"
4 1/2"6"W6"3"#3 REBAR12" C-C, MAX#3 REBAR6" C-C, MAX
3"8"#3 DEFORMED BAR#5 DEFORMED BAR10"
#3 REBAR
6"6"W INLET PIPE MAYJOIN STRUCTUREAT ANY ANGLE.DIRECTION SHALLBE INDICATEDON PLAN.D1 2'LENGTH OF CURB TRANSITIONTO BE SPECIFIED ON PLAN, 20' MIN6"DOWEL IS TO BE USEDWHEN TOP IS POUREDSEPARATELY. ONE ATEACH CORNER. 2%

CURBTRANS

ANCHORTYP

DOWELTYP
6"8"#3 REBAR12" C-C, MAX#3 REBAR6" C-C, MAX3"4"
6"CONC TRANSSLIP RESISTANTPARKWAY COVER & FRAMESTANDARD No. 6082% MIN 22"

TOP VIEW

DOWEL DETAILANCHOR DETAIL
FOR NOTES SEE SHEET 2
3" LEGAT 90°
TRANSITIONSEE NOTE 8Y
Y
X X

PIPE ID
SECTION "X-X"
SECTION "Y-Y"
2 1/2" x 1 1/2" x 1/4" HOT-DIP GALVANIZED STEEL ANGLE

1.5%(2.00% MAX AS-BUILT)R/W OR BOW

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 308 (1 OF 2)STANDARD No.CURB OUTLET DRAIN 293
11 A C E W---=B = 5'D = 3'F = 5'3'
NOTES:1.2.3.4.5.6.7.8.9.10.

WHEN STRUCTURE IS TO BE CONSTRUCTED WITHIN THE LIMITS OF A PROPOSED SIDEWALK OR ISCONTIGUOUS TO SUCH SIDEWALK, THE TOP OF THE STRUCTURE SHALL BE POURED MONOLITHIC WITHTHE SIDEWALK, USING THE SAME CLASS OF CONCRETE AS IN THE SIDEWALK.DIMENSIONS SHALL BE AS FOLLOWS UNLESS OTHERWISE SPECIFIED ON THE PLAN:FLOOR OF STRUCTURE SHALL BE GIVEN A STEEL-TROWELED FINISH AND CONSTRUCTED ON A STRAIGHTGRADE FROM BACK OF STRUCTURE TO GUTTER FLOW-LINE AT POINT A. THE V-SECTION SPECIFIED FORINVERT SHALL EXTEND FROM PIPE OUTLET TO A POINT 3' FROM THE GUTTER, FROM WHICH POINT THEINVERT SHALL BE WARPED TO JOIN THE GUTTER FLOW-LINE AT THE STRUCTURE.REINFORCING STEEL BARS SHALL BE 1" FROM BOTTOM OF THE SLAB.SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM TO EXISTING OR PROPOSED CURB AND WALKADJACENT TO THE STRUCTURE.CORRUGATED METAL FORMS SHALL NOT BE USED FOR SUPPORTING THE TOP SLAB.TOP OF STRUCTURE SHALL SLOPE 2% TOWARD CURB EXCEPT WHEN OTHERWISE SHOWN ON PLAN ORTO FIT EXISTING SIDEWALK.TRANSITION FROM PIPE TO STRUCTURE, IF REQUIRED, TO BE IN BACK OF SIDEWALK. DIMENSIONS OFTRANSITION SHALL BE SPECIFIED ON THE PLAN.WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6" MINAGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETEIMPROVEMENTS. FOR EXPANSIVE SOIL, PLACE 6" MIN AGGREGATE BASE UNDER CONCRETE IMPROVEMENTSAS DIRECTED BY THE CITY ENGINEER. SEE STANDARD SPECIFICATIONS SECTION 16.03 AND 16.04 ANDSTANDARD No. 401 FOR REFERENCE.FOR MINIMUM CONCRETE STRENGTH REFER TO STANDARD SPECIFICATIONS SECTION 16.01.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

OUTLET BOXFLOW LINE
R/W
CURB & GUTTER2%FLOW LINESEE NOTE 1SIDEWALK

SIDEWALK
1"2% MIN
1/4" CHECKERED PLATESLIP RESISTANTBEND END OF PLATETO MATCH CURB FACE 6"6"6"12" TO 36"6"
SEENOTE 2
SEE NOTE 4SEE NOTE 61"
3" STUDANCHOR@ 14" OC

DRAIN OUTLETAA
BB
NOTES:SECTION "A-A"SECTION "B-B"
SLIP RESISTANT1/4" CHECKERED PLATESEE DETAIL "A"
DETAIL "A"1/4"TYP

1.5%(2.00% MAXAS-BUILT)

JOIN TO ONSITE DRAINAGE
SLOPE TO DRAIN TO ONE SIDE.ALL EXPOSED METAL PARTS TO BE HOT-DIP GALVANIZED AFTERFABRICATION.1.2.3.4.5.6.7.8.

UNDER SIDEWALK DRAIN TO BE CONSTRUCTED PERPENDICULAR (90°)TO THE CURB ALIGNMENT. VARIATIONS FROM 9033/64 REQUIRE THE APPROVALOF THE DIRECTOR OF TRANSPORTATION.1 1/2" x 1 1/2" x 1/4" "L" FRAME WITH 3/8" x 1/4" STEEL STRIP WELDED TOFRAME.CHECKERED PLATE SHALL BE SLIP RESISTANT HOT-DIP GALVANIZEDSTEEL, MAXIMUM WIDTH 36".FASTEN WITH 1/4" COARSE-THREAD COUNTERSINK STAINLESS STEELSCREWS AT 12" OC.

FOR MINIMUM CONCRETE STRENGTH REFER TO STANDARD SPECIFICATIONSSECTION 16.01.

WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIEDCONCRETE MIX AND PLACE 6" MIN CLASS 2 AGGREGATE BASE AND 6 MILPLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETE IMPROVEMENTS.FOR EXPANSIVE SOIL, PLACE 6" AGGREGATE BASE UNDER CONCRETEIMPROVEMENTS AS DIRECTED BY THE CITY ENGINEER. SEE STANDARDSPECIFICATIONS SECTION 16.03 AND 16.04 AND STANDARD No. 401 FOR REFERENCE.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 309STANDARD No.UNDER SIDEWALK DRAINCAST IN PLACE 295
2%FL R/W
INSTALL POLYETHYLENEPLASTIC JOINT MATERIAL"QUICK JOINT" OR EQUAL1 1/2" MIN COVER4" 2"
6' VARIES4" PVC4" WYE ASREQUIREDINSTALLREMOVABLEPLUG
4" x 4" x 4" TEE3" MIN PVC (SCHEDULE 40)3" MIN RECTANGULAR CAST IRON PIPE4" MIN ROUND CAST IRON PIPEINVERT ELEVPER PLAN FL OF PIPE 1/2" ABOVEGUTTER FLOW LINE,INVERT ELEV PER PLAN

ELEVATION
A
A
SECTION "A-A"
C/G 3" x 4" REDUCERIF REQUIRED
CONCRETE MINIMUM STRENGTH SHALL BE 590-C-4000.9"3" FROM CL1 1/2"MULTIPLE PIPE TYPICAL 6"FL OF PIPE 1/2" ABOVEGUTTER FLOW LINE,INVERT ELEV PER PLAN1.5%(2.00% MAXAS-BUILT)

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 310 (1 OF 2)STANDARD No.PRIVATE DRAINTHROUGH CURB 296
12"FRONT VIEWCROSS SECTION34" RAD.4" C.I. PIPE (8" CF)3" C.I. PIPE (LESS THAN 8" C.F.)

1.INVERT ELEVATION OF THE CORE SHALL BE AT LEAST 12"ABOVE THE FLOW LINE ELEVATION.2.CORE DIAMETER SHALL NOT EXCEED 50% OF THE CURBFACE DIMENSION.3.A MINIMUM SEPARATION OF TEN FEET (10') IS REQUIREDBETWEEN ADJACENT DRAINS ON THE SAME PROPERTY.4.WHEN GREATER CAPACITY IS REQUIRED, CITY OF EASTVALESTANDARD PLAN 310 SHALL BE CONSTRUCTED.5.AFFECTED SIDEWALK PANEL SHALL BE REPLACED FROMSCORELINE TO SCORELINE.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 310 (2 OF 2)STANDARD No.PRIVATE DRAINTHROUGH CURB 297
FLOW
GUTTER FLOW LINEROUND OFF6"GUTTERDEPRESSION

SLOPE BREAK LINE

TOP OF CURBPAVEMENT

TAPEREDCFSTR GR
1/2" EXPANSIONJOINT MATERIALTYP
** *1'-6"
2'A12"
6'TAPERED CF12"T VARIABLEVARIABLETNORMAL CF*T TNORMAL CFT T3' SEE NOTE 2TYP

STRAIGHTGRADETOP OFCURBVALLEY STRAIGHTGRADE
A NORMALCFNORMALCF SIDE OPENINGSIDEOPENINGSIDEOPENING*

1.2.3.4.5.6. *
CASE "A"NOTES:

HH
SECTION "H-H"
1'-6" GUTTER DEPRESSION SHALL BE CASE B UNLESS OTHERWISE SPECIFIEDON PROJECT DRAWINGS.ELEVATIONS OF OUTER CORNERS SHOWN ON PROJECT. IF NOELEVATIONS ARE SPECIFIED, THE OUTER EDGE OF GUTTER DEPRESSIOSHALL CONFORM TO FINISHED STREET SURFACE.A = 4 FEET UNLESS OTHERWISE SPECIFIED.T = SEE STANDARD No. 300 DIMENSIONS.W = 4 FEET MIN, UNLESS OTHERWISE SPECIFIED.WHERE NO CURB EXISTS, CURBS SHALL BE CONSTRUCTED BETWEENENDS OF GUTTER DEPRESSION. CURB SECTION SHALL CONFORM TOTHAT OF CONTROLLING AGENCY.DEPRESSION SHALL BE CONCRETE WITH MINIMUM STRENGTHOF 590-C-4000.WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIEDCONCRETE MIX AND PLACE 6" MIN CLASS 2 AGGREGATE BASE AND 6 MILPLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETEIMPROVEMENTS. FOR EXPANSIVE SOIL, PLACE 6" MIN AGGREGATE BASEUNDER CONCRETE IMPROVEMENTS AS DIRECTED BY THE ENGINEER. SEE STANDARDSPECIFICATIONS AND STANDARD No. 401 FOR REFERENCE.CATCH BASIN OPENING = NORMAL CURB HEIGHT + 3 INCHESUNLESS OTHERWISE SPECIFIED. + 3"+ 3"

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 311 (1 OF 2)STANDARD No.GUTTER DEPRESSIONFOR CURB OPENINGCATCH BASIN 298
T

GUTTERFLOWSTR GR
*
*
FOR NOTES SEE SHEET 1
(SAG)
(CONTINUOUS GRADE)NORMAL CFW6'TAPERED CF6'TAPERED CFTSTR GRSIDEOPENINGBASINVALLEYVALLEY

NORMAL CF
1/2" EXPANSIONJOINT MATERIAL, TYPSEE NOTE 2TYP
FLOW
TSTR GRW6'TAPERED CFSIDEOPENINGBASINTNORMAL CFFLOWVALLEYGUTTER1/2" EXPANSIONJOINT MATERIAL, TYPSEE NOTE 2TYP NORMAL CFTAPEREDCF3'
A
A
A
A
CASE "B"
CASE "C"
2'
1'-6"1'-6"
1'-6"1'-6"

STRGRECR

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 311 (2 OF 2)STANDARD No.GUTTER DEPRESSIONFOR CURB OPENINGCATCH BASIN 299

PAVEMENT

FLOW STR GR

1.2.3.4.5.6. 1" DEPRESSION(MAX IN SHLD)SHLD SLOPE6"
T T
A2'NORMALCF NORMAL CFSTR GRVALLEYOPENINGFORGRATING1/2" EXPANSIONJOINT MATERIALVALLEY A
6' 3'W
1'-6"
D
D
NOTES:

AVARVAR"12" MINCASE "A"
SECTION "D-D"
FL
1'-6"SEE NOTE 2TYP
ECR
GUTTER DEPRESSION SHALL BE:(A) CASE "A" SEE STANDARD No. 302 COMBINATION CATCH BASIN, UNLESS OTHERWISE SPECIFIED.(B) CASE "B" SEE STANDARD No. 301 COMBINATION INLET CATCH BASIN, UNLESS OTHERWISE SPECIFIED.ELEVATIONS AT OUTER CORNERS SHOWN ON THE PROJECT DRAWINGS. IF NO ELEVATIONS ARE SPECIFIEDTHE OUTER EDGE OF THE GUTTER DEPRESSION SHALL CONFORM TO THE FINISHED STREET SURFACE.A = 4' UNLESS OTHERWISE SPECIFIEDT = SEE STANDARD No. 302 DIMENSIONSW = SEE STANDARD No. 302 DIMENSIONSWHERE NO CURB EXISTS, CURB SHALL BE CONSTRUCTED BETWEEN ENDS OF GUTTER DEPRESSION. CURBSECTION SHALL CONFORM TO THAT OF CONTROLLING AGENCY.DEPRESSION SHALL BE CONCRETE WITH MINIMUM STRENGTH OF 560-C-3250.WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6" MINAGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETE IIMPROVEMENTS. FOR EXPANSIVE SOIL, PLACE 6" MIN CLASS 2 AGGREGATE BASE UNDER CONCRETEIMPROVEMENTS AS DIRECTED BY THE ENGINEER. SEE STANDARD SPECIFICATIONS SECTIONS ANDSTANDARD No. 401 FOR REFERENCE.

SLOPE BREAK LINESLOPE BREAK LINE

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 312 (1 OF 2)STANDARD No.GUTTER DEPRESSIONFOR GRATE OPENINGCATCH BASIN 300

OPENINGFORGRATING
T
FLOWSEE NOTE 2TYP
TTT
A
T T
VALLEYA2'NORMAL CFSTR GRFLOW
FLOWA

OPENINGFORGRATINGSTR GRNORMAL CF

NORMAL CFSTR GR
VALLEY1/2" EXPANSIONJOINT MATERIALTYP

VALLEYVALLEY
1/2" EXPANSIONJOINT MATERIALTYP

STR GRNORMAL CF
HEIGHT OF CATCH BASINOPENING = NORMAL CURBFACE + 3 INCHES (UNLESSOTHERWISE SPECIFIED)3'6' W 1'-6"
FOR NOTES & SECTION D-D SEE SHEET 1
D
D
3' 3'W WWD
D
CASE "B"
CASE "C"
SEE NOTE 2TYP1'-6"A 1'-6"
1'-6"

STR GRSLOPE BREAK LINESLOPE BREAK LINE

STR GRSLOPE BREAK LINESTR GRSLOPE BREAK LINE

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 312 (2 OF 2)STANDARD No.GUTTER DEPRESSIONFOR GRATE OPENINGCATCH BASIN 301

SIDE WALL ANCHORSELF TAPPING FRAME

REAR WALL ANCHOR
H
G
WA (2)BSELF TAPPING FRAME
HbHs
C
HHbHs LW

TYPE A (BACK WALL MOUNT)
G
B
SUPPORTBRACKET8" SLIDING MOSQUITOTESTING COVER (4)
TYPE B (SIDE WALL MOUNT)NOTES:DIMENSIONS:LW (24" TO 36")HsHbC = 12"B = 10"GH

1.2.3.4.SEE TABLES ON PAGES 10-13 FOR VALUES.SEE FTCD GENERAL NOTES ON STANDARD 313-3.SEE FTCD SCREEN TYPE AND LOCATIONS WITHINCATCH BASINS ON STANDARD 313-4 TO 313-8.CB HEIGHT IS VERTICAL DISTANCE FROM TOP OFCURB TO OUTLET PIPE FLOW LINE.5.MOSQUITO TESTING COVER REQUIRED ONLY FORSTANDARD No. 301 AND 302 APPLICATIONS.SCREEN LENGTH (1)REMOVABLE SCREEN WIDTH (2)SCREEN HEIGHT (1)SCREEN BYPASS HEIGHT (1)MINIMUM WALL CLEARANCE (2)MINIMUM INTERIOR SPACE (2)DISTANCE BELOW GUTTER FL (1)CATCH BASIN HEIGHT (5) 8" SLIDING MOSQUITO TESTINGCOVER (4)CURB OPENINGCONNECTORPIPE

CONNECTOR PIPESUPPORT FRAME ANGLE

REAR WALL ANCHOR BOLTSCREEN SUPPORT FRAMESUPPORT FRAME ANGLE

SIDE PANEL SCREEN

CATCH BASIN SIDE WALLREMOVABLE SCREEN

SUPPORT BRACKETREMOVABLE SCREEN
SCREEN SUPPORTANGLE GUIDEL = A+2B (FORTYPE A ONLY)

PERFORATEDDEFLECTORBYPASSAREA

CURB OPENINGPERFORATEDDEFLECTORBYPASSAREASCREEN SUPPORTFRAMESCREEN SUPPORTANGLE GUIDE

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

1.2.3.4.5.6. 7.8.9.

FTCD SPECIFICATIONSFULL TRASH CAPTURE DEVICE (FTCD) SHALL BE A UNITED STORM WATER, INC. CONNECTOR PIPE SCREEN(CPS) OR EQUIVALENT. EQUIVALENT SYSTEMS OR ALTERNATIVE DESIGNS SHALL BE ON THE STATE OFCALIFORNIA APPROVED TRASH CAPTURE DEVICE LIST AND REQUIRE APPROVAL OF THE TRANSPORTATIONDEPARTMENT.FTCD SHALL HAVE STRUCTURAL FRAME FOR STIFFNESS AND TO ENABLE BOLTING TO CATCH BASIN FLOORAND WALL. FRAME MEMBERS SHALL BE FABRICATED FROM PERFORATED 14 GAUGE GRADE 304 STAINLESSSTEEL HAVING 5 MM DIAMETER HOLES.FTCD SCREENS SHALL BE FABRICATED FROM PERFORATED 14 GAUGE GRADE 304 STAINLESS STEELHAVING 5 MM DIAMETER HOLES.FTCD SHALL HAVE A PERFORATED DEFLECTOR SCREEN COVERING THE TOP OF THE FTCD TO PROHIBITDEBRIS FROM FALLING BEHIND THE FRONT AND SIDE SCREENS. THE DEFLECTOR SHALL BE ABLE TOWITHSTAND A VERTICAL LOAD OF 10 LBS PER SQUARE FOOT.FTCD FRAME AND SCREEN SHALL HAVE SUFFICIENT STRUCTURAL INTEGRITY TO WITHSTAND THE FORCEOF STANDING WATER IN THE CATCH BASIN ASSUMING THE SCREEN IS 100% CLOGGED.FTCD SHALL BE FASTENED TO THE CATCH BASIN WALLS AND FLOOR WITH ANCHOR BOLTS. ANCHORBOLTS SHALL BE SS-304, 3/8" DIAMETER AND 3" LENGTH, AND SHALL BE EPOXY SET INTO CATCH BASINCONCRETE. IF REINFORCEMENT STEEL IS ENCOUNTERED DURING INSTALLATION, RELOCATE THE ANCHORHOLE AND FILL VACANT HOLE WITH EPOXY. EPOXY SHALL BE ON THE CURRENT APPROVED LIST OFCHEMICAL ADHESIVES FOR USE IN CALTRANS CONTRACTS. ANCHOR BOLT SPACING TO BE 12" O.C.EXCEPT WHERE FRAME LENGTH WOULD RESULT IN LESS THAN 3 BOLTS PER FRAME MEMBER. IN THISCASE FASTEN FRAME TO CATCH BASIN WALL USING 3 ANCHOR BOLTS.THE SCREEN SHALL BE SECURED TO THE SUPPORT FRAME, BRACKETS AND SIDE PANEL USING #12 x 0.5"SELF TAPPING SS-304 TECH SCREWS .THE FTCD SHALL BE FABRICATED ON SITE TO BE FLUSH WITH THE INTERIOR SURFACES OF THE CATCHBASIN. THE MAXIMUM ALLOWABLE GAP BETWEEN THE FTCD AND THE CATCH BASIN SURFACES IS 5MM(0.197 INCHES).FOR SCREEN SPANS (DIMENSION "A" FOR TYPE A OR DIMENSION "L" FOR TYPE B PER STANDARD 313-1)GREATER THAN 36" PROVIDE ADDITIONAL SUPPORT BRACKETS AND SUPPORT FRAME ANGLES AT 36" ONCENTER OR LESS. SEE STANDARD 313-1 TYPE B FOR TYPICAL SUPPORT BRACKET AND SUPPORT FRAMEANGLE CONFIGURATION.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

1.2.3.4.5.6.7.8.9. FTCD GENTERAL NOTES (NEW CONSTRUCTION) FTCD RETROFIT NOTES10.11.12.

FTCD SHALL CONFORM TO THE CONFIGURATIONS SHOWN IN STANDARD 313-4 THROUGH 313-8 AND SHALLBE SIZED ACCORDING TO THE SIZING TABLES SHOWN IN STANDARD 313-10 THROUGH 313-13.THE REMOVABLE SCREEN WIDTH (W) SHALL EQUAL THE CONNECTOR PIPE DIAMETER OR 24", WHICEVERIS GREATER, BUT SHALL NOT EXCEED 36". WHERE DIMENSION "A" PER STANDARD 313-1 TYPE A (BACKWALL MOUNT) IS LESS THAN OR EQUAL TO 36", THE REMOVABLE SCREEN MAY EXTEND THE FULL WIDTHOF THE FTCD (W = A). IN THIS CASE SUPPORT BRACKETS AND THE ASSOCIATED SUPPORT FRAME ANGLESWILL BE OMITTED.IF THE FTCD CANNOT PROVIDE A SIDE WALL CLEARANCE (C) OF 12", PROVIDE A SIDE WALL MOUNT. AN L-SHAPED FTCD WILL HAVE ONE SIDE WALL AND ONE BACK WALL MOUNT.THE INTERIOR SPACE DIMENSION "B" PER DRAWING 313-1 TYPE A, SHALL BE AT LEAST 10" UNLESSOTHERWISE AUTHORIZED BY THE TRANSPORTATION DEPARTMENT.POSITIVE DRAINAGE TO THE OUTLET PIPE IS REQUIRED FOR THE ENTIRE CATCH BASIN FLOOR.THE CATCH BASIN SHALL INCLUDE MAINTENANCE GAUGE STENCILING ON THE INTERIOR WALL OPPOSITETHE FTCD THAT IDENTIFIES THE ACCUMULATED DEBRIS ELEVATION AT 40% AND 100% OF THE FTCDHEIGHT. SEE STANDARD 313-9 FOR STENCILING REQUIREMENTS.TRANSPORTATION DEPARTMENT APPROVAL REQUIRED WHERE CONNECTOR PIPE SIZE > 42" DIAMETER.CATCH BASINS (NEW OR EXISTING) WITH FOSSIL FILTERS (PER STANDARD 300A OR EQUIVALENT) SHALLREQUIRE SPECIAL CONSIDERATION FOR INCORPORATION OF THE FTCD. A MODIFIED FTCD DESIGN SHALLBE SUBMITTED TO THE TRANSPORTATION DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TOFABRICATION.ENGINEER MAY PREPARE SITE SPECIFIC CPS DESIGN UTILIZING THE CPS FLOW CHART PER STANDARD313-14 IN LIEU OF SIZING PER STANDARD 313-10 THROUGH 313-13.WHERE MANHOLE CONFIGURATIONS IN THE EXISTING CATCH BASIN DO NOT CONFORM WITH FTCDLOCATIONS SHOWN IN STANDARD 313-4 THROUGH 313-8, NEW MANHOLES OPENINGS SHALL BE INSTALLEDTO CONFORM WITH THESE REQUIREMENTS. RETROFIT DESIGN DRAWINGS MUST BE APPROVED BY THETRANSPORTATION DEPARTMENT.IF ADEQUATE SPACE IS NOT AVAILABLE FOR RETROFIT OF EXISTING CATCH BASIN WITH FTCD, A MODIFIEDFTCD DESIGN SHALL BE SUBMITTED TO THE TRANSPORTATION DEPARTMENT FOR REVIEW AND APPROVALPRIOR TO FABRICATION.CATCH BASINS THAT DO NOT DRAIN TOWARD THE CONNECTOR PIPE SHALL BE MODIFIED TO DRAINPROPERLY UTILIZING A POLYESTER POLYMER CONCRETE OVERLAY PRODUCT APPROVED BY THETRANSPORTATION DEPARTMENT PRIOR TO INSTALLATION OF THE FTCD. THE BASIN FLOOR SHALL BEROUGHENED TO THE SATISFACTION OF THE TRANSPORTATION DEPARTMENT PRIOR TO APPLICATION OFTHE OVERLAY. SURFACE PREPARATION MUST PROVIDE FOR MINIMUM OVERLAY THICKNESS PER OVERLAYPRODUCT MANUFACTURER'S SPECIFICATIONS. PROPER DRAINAGE OF BASIN FLOOR SHALL BE ACHIEVEDTO THE SATISFACTION OF THE TRANSPORTATION DEPARTMENT.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

CENTERED CP
FTCDMANHOLE (2)

CURB FACECONNECTORPIPE (CP)BACK WALL CPOFFSET CP
CURB FACEL-SHAPEDFTCD (1)
3'10' MAX3.5'
3'1.5'
SIDE OR CORNER CP (1)(3)
FTCD
FTCD
(1)(2)(3)FOR CORNER AND SIDE CONNECTOR PIPE (CP) LOCATIONS THE FTCD SHALL BE L-SHAPED TO FULLY COVERTHE PIPE OPENING. A SUPPORT FRAME ANGLE SHALL BE PROVIDED IN THE CPS CORNER.DETAIL VALID FOR CATCH BASIN WIDTHS LESS THAN OR EQUAL TO 10 FEET. MULTIPLE MANHOLESREQUIRED FOR CATCH BASIN WIDTHS GREATER THAN 10 FEET. SEE STANDARD NO. 313-5 AND 313-6.FOR SIDE OR CORNER CP LOCATIONS WHERE REQUIRED SCREEN LENGTH (L) CANNOT BE ACHIEVEDSPECIAL DESIGN MUST BE SUBMITTED TO THE TRANSPORTATION DEPARTMENT FOR REVIEW ANDAPPROVAL.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

FTCD
CURB FACEL-SHAPEDFTCD (4)
CENTERED2.5'CONNECTOR PIPECURB FACE
CP MANHOLE11' - 18'
3'1.5'END MANHOLE
CENTERED CONNECTOR PIPE (CP) (1)(2)
SIDE OR CORNER CP (4)(5)OFFSET OR BACK WALL CP (1)(3)
FTCD
(1)(2)(3)(4)(5)
FOR CONNECTOR PIPE EXITING TOWARD STREET CENTERLINE, LOCATE CONNECTOR PIPE (CP) MANHOLEALONG BACK WALL OPPOSITE OF CP CENTERLINE. LOCATE END MANHOLE AT EITHER END WHEN CP ISCENTERED IN CATCH BASIN, OR ON OPPOSITE SIDE OF CP WHEN CP IS ON EITHER SIDE OF CATCH BASINCENTERLINE.SHALLOW CATCH BASINS WITH A HEIGHT (H) LESS THAN 3.5' SHALL INCLUDE A THIRD MANHOLE ON THEOPPOSITE SIDE OF THE CONNECTOR PIPE FROM THAT SHOWN PLACED AGAINST THE END WALL.CONNECTOR PIPE EXITING THROUGH BACK WALL OF CATCH BASIN MUST BE CENTERED IN CATCH BASINUNLESS APPROVED BY THE TRANSPORTATION DEPARTMENT.FOR CORNER AND SIDE CONNECTOR PIPE (CP) LOCATIONS, THE FTCD SHALL BE L-SHAPED TO FULLYCOVER THE PIPE OPENING. A SUPPORT FRAME ANGLE SHALL BE PROVIDED IN THE CPS CORNER.FOR SIDE OR CORNER CP LOCATIONS WHERE REQUIRED SCREEN LENGTH (L) CANNOT BE ACHIEVED,SPECIAL DESIGN MUST BE SUBMITTED TO THE TRANSPORTATION DEPARTMENT FOR REVIEW ANDAPPROVAL.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

1.5'3'CURB FACE
19' - 28'END MANHOLE (TYP, OF 2)
CONNECTOR PIPEFTCD19' - 28'CENTERED
CENTERED2.5'
CENTERED4'
CURB FACENOTE:SEE STANDARD NO. 313-7FOR REFERENCED NOTES.

CENTERED OR MIDDLE ZONE CP (1)
OUTER ZONE CP (2)
SIDE OR CORNER CP (3)(5)
BACK WALL CP (4)FTCD
FTCD
FTCD

MIDDLE ZONE MANHOLE LOCATEDOPPOSITE CONNECTOR PIPE

OUTER ZONE MANHOLE LOCATEDOPPOSITE CONNECTOR PIPE

OFFSET FTCD FROM CP CENTERLINE IF NEEDED TOACCOMMODATE ACCESS STAIRSCITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 313 (6 OF 14)STANDARD No.FTCD - CPS SCREEN / MANHOLE LOCATIONS FOR 19' - 28'WIDTH STANDARD PLAN NO. 300CURB INLET CATCH BASINS 307
NOTES: (FOR STANDARD NO. 313-6)(1)(2)(3)(4)(5)
FOR CONNECTOR PIPE EXITING TOWARD STREET CENTERLINE IN MIDDLE ZONE, LOCATE CONNECTORPIPE (CP) MANHOLE ALONG BACK WALL OPPOSITE OF CP CENTERLINE. LOCATE END MANHOLES ATEITHER END OF CATCH BASIN AS SHOWN.FOR CONNECTOR PIPE EXITING TOWARD STREET CENTERLINE IN OUTER ZONE, LOCATE OUTER ZONEMANHOLE ALONG BACK WALL OPPOSITE OF CP CENTERLINE. LOCATE ONE END MANHOLE ON THEOPPOSITE SIDE OF THE CB CENTERLINE FROM THE CP, AND ONE CENTERED MANHOLE ALONG THECATCH BASIN BACK WALL.FOR CORNER AND SIDE CONNECTOR PIPE (CP) LOCATIONS THE FTCD SHALL BE L-SHAPED TO FULLYCOVER THE PIPE OPENING. A SUPPORT FRAME ANGLE SHALL BE PROVIDED IN THE CPS CORNER.CONNECTOR PIPE EXITING THROUGH BACK WALL OF CATCH BASIN MUST BE CENTERED IN CATCHBASIN UNLESS APPROVED BY THE TRANSPORTATION DEPARTMENT.FOR SIDE OR CORNER CP LOCATIONS WHERE REQUIRED SCREEN LENGTH (L) CANNOT BE ACHIEVEDSPECIAL DESIGN MUST BE SUBMITTED TO THE TRANSPORTATION DEPARTMENT FOR REVIEW ANDAPPROVAL.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 313 (7 OF 14)STANDARD No.FTCD - CPS SCREEN / MANHOLE LOCATIONS FOR 19' - 28'WIDTH STANDARD PLAN NO. 300CURB INLET CATCH BASINS 308
NOTES:CATCH BASIN 302
CATCH BASIN 301CENTERED OR BACK WALL CP (1)(5)SIDE OR CORNER CP (2)(4) CENTERED OR BACK WALL CP (3)(5)SIDE OR CORNER CP (2)(3)(4)CATCH BASIN LID AND GRATESOMITTED FOR CLARITY 3'16"
WHEN STEPS OBSTRUCT THE STANDARD FTCD INSTALLATION, ANGLE THE SCREEN IN FRONT OF THECONNECTOR PIPE TO AVOID THE STEPS AS SHOWN.FOR CORNER AND SIDE CONNECTOR PIPE (CP) LOCATIONS, THE FTCD SHALL BE L-SHAPED TO FULLYCOVER THE PIPE OPENING.MULTIPLE GRATE CATCH BASIN WIDTH SHOWN. FOR SINGLE GRATE APPLICATIONS PLACE FTCD PERCATCH BASIN 301 DETAILS ABOVE.FOR SIDE OR CORNER CP LOCATIONS WHERE REQUIRED SCREEN LENGTH (L) CANNOT BE ACHIEVED,SPECIAL DESIGN MUST BE SUBMITTED TO THE TRANSPORTATION DEPARTMENT FOR REVIEW ANDAPPROVAL.INSTALL FTCD, TYPE B (SIDE WALL MOUNT), TO AVOID STEPS AS NECESSARY. (1)(2)(3)(4)(5)
CURB FACESTEPSCONNECTOR PIPEFTCD4"

CATCH BASIN LID AND GRATESOMITTED FOR CLARITYSINGLE GRATE(PARTIAL VIEW)

FTCD FTCD
FTCD
FTCD

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 313 (8 OF 14)STANDARD No.FTCD - CPS SCREEN LOCATIONS FOR STANDARD NO.CB301 AND CB302 COMBINATIONINLET CATCH BASINS 309
NOTES:1.2.3.
18"
36"
2"5"
PAINT SHALL BE RED STRIPES AND NUMBERS ON WHITE BACKGROUND ON THE BACK WALL OF THE CATCHBASIN, LABELING 40% AND 100% SCREEN HEIGHT AS SHOWN ABOVE. PAINT SHALL BE WATERBORNEACRYLIC AND REFLECTIVE.SURFACES SHALL BE CLEAN, DRY AND FREE FROM ALL CONTAMINANTS PRIOR TO PAINTING.STENCILING SHALL BE VISIBLE FROM THE STREET THROUGH CATCH BASIN OPENING. 1"
100%STRIPE40%STRIPECP INVERT AT CATCHBASIN INSIDE WALL
FTCDTOP OF SCREENHs0.4Hs
G
(RED STRIPES AND NUMBERS ON WHITE BACKGROUND)
(RED STRIPES AND NUMBERS ON WHITE BACKGROUND)
100% STRIPE40% STRIPE
100%100%
40%40%
2"

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 313 (9 OF 14)STANDARD No.FTCD - CPSMAINTENANCE GAUGE 310
NOTES:1.2.FOR CATCH BASIN WIDTHS NOT SHOWN USE NEXT HIGHER VALUE.WHERE THE SCREEN LENGTH (L) IS EQUAL TO THE CATCH BASIN WIDTH, THE CPS SHALL BE THE FULLWIDTH OF THE CATCH BASIN AND UTILIZE A SIDE WALL MOUNT.

H (FT)CATCH BASINWIDTH (FT)(1)NUMBER OFGRATESBYPASSHEIGHT Hb(IN)CATCHBASINTYPE SCREENHEIGHT Hs (IN)SCREENLENGTH L (FT)G (IN) 300

2.5(30 inches)- 8.08.0 4.07.0 7.010.0 7.014.0 10.02.67(32 inches)- 8.010.04.07.0 7.010.0 7.014.0 10.02.83(34 inches)- 8.012.04.07.0 7.010.0 7.014.0 10.021.0 11.03.0 - 8.012.06.07.0 4.010.0 6.014.08.014.04.021.0 14.028.0 18.03.5 - 8.018.06.07.0 4.010.0 6.014.0 6.021.010.016.07.028.0 9.04.0 - 12.020.06.07.0 4.010.0 6.014.0 6.021.0 7.028.0 8.04.5 ORGREATER- 12.024.0 8.07.0 4.010.0 6.014.0 6.021.0 7.028.0 8.0

10.0 FTCD SIZING TABLE FOR STANDARD NO. 300 CURB INLET CATCH BASINON GRADE CONDITION

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 313 (10 OF 14)STANDARD No.FTCD - CPS SIZING TABLE FOR STANDARD NO. 300 CURBINLET CATCH BASIN ONGRADE CONDITION 311
NOTES:FOR CATCH BASIN WIDTHS NOT SHOWN USE NEXT HIGHER VALUE.1.

SCREENLENGTH L (FT)FTCD SIZING TABLE FOR STANDARD NO. 301 AND 302 COMBINATIONINLET CATCH BASIN ON GRADE CONDITIONCATCH BASINTYPEH (FT)CATCH BASINWIDTH (FT)(1)NUMBER OFGRATESBYPASSHEIGHT Hb(IN)SCREENHEIGHT Hs (IN) 301

3.07.01 8.010.04.010.02 7.014.01 8.014.02 8.03.57.01 10.012.010.0214.0114.024.07.01 12.015.010.0214.0114.027.01 12.018.010.0214.0114.02 3023.0- 1 9.09.05.0- 2 6.0- 33.5- 1 10.012.0- 2- 3- 1 10.018.0- 2- 3

6.05.05.06.04.05.04.05.04.05.04.05.03.04.05.02.54.05.02.5 G(IN)10.012.013.016.010.012.012.0

4.5 ORGREATER

4.0 ORGREATER

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 313 (11 OF 14)STANDARD No.FTCD - CPS SIZING TABLE FOR STANDARD NO. 301 AND 302COMBINATION INLET CATCH BASINON GRADE CONDITION 312
NOTES:FOR CATCH BASIN WIDTHS NOT SHOWN USE NEXT HIGHER VALUE.1.

FTCD SIZING TABLE FOR STANDARD NO. 300 CURB INLET CATCH BASINSUMP CONDITIONH (FT)CATCH BASINWIDTH (FT)(1)NUMBER OFGRATESBYPASSHEIGHT Hb(IN)SCREENHEIGHT Hs(IN)SCREENLENGTH L(FT)G (IN) 300

3.5 - 4.07.0 7.010.0 6.014.0 7.04.0 - 16.018.04.07.0 7.010.0 6.014.0 6.021.018.016.07.028.0 8.04.5 - 10.07.0 7.010.0 6.014.0 6.021.0 7.028.0 8.0-7.0 7.010.0 6.014.0 6.021.0 7.028.0 8.0

14.014.016.012.0

16.018.018.016.016.024.018.020.012.010.0

CATCHBASIN TYPE

5.0 ORGREATER

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 313 (12 OF 14)STANDARD No.FTCD - CPS SIZING TABLE FOR STANDARD NO. 300CURB INLET CATCH BASINSUMP CONDITION 313
NOTES:FOR CATCH BASIN WIDTHS NOT SHOWN USE NEXT HIGHER VALUE.1.

FTCD SIZING TABLE FOR STANDARD NO. 301 AND 302 COMBINATIONINLET CATCH BASIN SUMP CONDITION 30110.024.57.01 18.015.010.0214.0114.027.01 18.018.010.0214.0114.02302 14.08.02 2.53 6.04.5 1 16.010.02.52 5.03 7.01 16.012.02.52 5.03 7.0

6.06.05.05.06.0 6.04.05.06.0------
--

16.011.04.07.01 7.014.09.03.57.0 5.01

4.0 16.08.0
CATCH BASINTYPEH (FT)CATCH BASINWIDTH (FT)(1)NUMBER OFGRATESG (IN)

13.016.018.020.024.0

13.011.0

22.05.0 ORGREATER

5.0 ORGREATER
BYPASSHEIGHT Hb(IN)SCREENHEIGHT Hs(IN)SCREENLENGTH L(FT)

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 313 (13 OF 14)STANDARD No.FTCD - CPS SIZING TABLE FOR STANDARD NO. 301 AND 302COMBINATION INLET CATCH BASINSUMP CONDITION 314
Q =C A 2g (H - H / 2)
NOTE:THE BELOW ANALYSIS ASSUMES THATTHE CONNECTOR PIPE SCREEN ISCOMPLETELY CLOGGED AND ALL FLOWIS CONVEYED THROUGH THE BYPASS H
CO
VALUEUNITSDESCRIPTIONHFTHminHbHsLFREE-BOARD(FB)COQiQoCo HEIGHT OF CATCH BASIN, AS DEFINED INSTANDARDS NO. 300, 301 AND 302DEPTH FROM TOP OF SCREEN TO FREEBOARDBYPASS OPENING HEIGHTSCREEN HEIGHTBYPASS OPENING LENGTHMINIMUM ALLOWABLE FREEBOARD (FB) IS 0.5'TO ENSURE THAT WATER LEVELS INSIDE THECATCH BASIN DO NOT IMPAIR THE CATCHBASIN STREET INTERCEPTION CAPACITYFLOW RATE INTERCEPTED BY THE INLET ASDETERMINED BY THE ENGINEER FORSITE-SPECIFIC CONDITIONSBYPASS FLOW RATE UNDER ORIFICE FLOWCONDITION, ASSUMES THAT ENTIRE BYPASSOPENING FUNCTIONS AS A RECTANGULARORIFICEBYPASS FLOW RATE UNDER WEIR FLOWCONDITIONORIFICE FLOW COEFFICIENT = 0.61WEIR FLOW COEFFICIENT = 0.61BYPASS OPENING AREA FOR ORIFICE FLOW,ASSUMES THAT THE ENTIRE BYPASS OPENINGFUNCTIONS AS A RECTANGULAR ORIFICE QwCwAo

ININFTFT

CURB OPENING HEIGHT (CO) IS DEFINED HEREAS THE HEIGHT FROM THE TOP OF CURB TOTHE FLOW LINE OF THE INLET AT THE LOCALDEPRESSIONINFT

CFSCFSCFS
FT2--
HHHmin
H =H - (CO + H ) / 12 - FBA = L H / 12
32 Q = min (Q , Q )Q > QPROPOSED CPSUNACCEPTABLEPROPOSED CPSACCEPTABLE

ORIFICE FLOWCAPACITYWIER FLOWCAPACITY
YESNO
sb IDENTIFYQ , H , H , and Libssminboooominb minwQ =wbypassowbypassi FREEBOARD (FB)= 0.5' MIN
23 C 2g L H

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

PLAN DETAIL A
SECTION "A-A"
24"
12" THICK CONC CUTOFF WALL.REBAR SIZE AND SPACING TOMATCH APRON (4)(5) Tt
D
10' MIN4D (10' MIN)
(6)WALL FLARE WIDTH
A
BB
NOTES:PLANS SHALL SPECIFY FOR THIS STANDARD:(A) RIPRAP CLASS AND THICKNESS (T)(B) FILTER BLANKET MATERIAL AND THICKNESS (t).ADDITIONAL RIPRAP MAY BE NECESSARY FORSTEEP APPLICATIONS (> 5%).ADD 12" THICK CONCRETE SILL WHEN D>36", ORWHEN REQUIRED BY THE ENGINEER - SEE STD 314-4.CUTOFF WALL AND SILL DEPTH TO BE 4" OR RIPRAPTHICKNESS (T) PLUS FILTER THICKNESS (t)WHICHEVER IS GREATER.10' LONG (MIN) BY 6" THICK CONCRETE APRON WITH#4 BARS AT 18" OC.RIPRAP PAD WIDTH TO BE THE GREATER OF THEWALL FLARE WIDTH OR 10'.

1.2.3.4.5.6. (4)
TOP OF SLOPE24" WIDE BY 4" DEEP1" CRUSHED ROCKCALTRANS D90 STANDARDHEADWALL. SEE PLANS.1" CRUSHED ROCK6" THK PCC APRON(5)TOE OFSLOPERIPRAPDETAIL A 6" THICK PCCAPRON (5)6" WIDE SLOT0.5% MIN5% MAX5% MAX0.5% MIN2:1 SILL (3)(4)

STORM DRAIN
24" WIDE BY 4" DEEP1" CRUSHED ROCK
CALTRANSHEADWALLD90 STD

STORMDRAIN
4"
6" PIPE INVERTTO TOP OF APRON
RIPRAP PERSTD 314-4 (1)(2)

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 314 (1 OF 4)STANDARD No.RIPRAP ENERGY DISSIPATORAND APRON AT WINGWALLSTORM DRAIN OUTFALL 316
PLAN3W
BOTTOM OF 12" THICKCONC CUTOFF WALL (4)SECTION "B-B"
Tt SECTION "A-A"
A BBA
10' MINIMUM4W
NOTES:PLANS SHALL SPECIFY FOR THIS STANDARD:(A) RIPRAP CLASS AND THICKNESS (T)(B) FILTER BLANKET MATERIAL AND THICKNESS (t).ADDITIONAL RIPRAP MAY BE NECESSARY FORSTEEP APPLICATIONS (> 5%).ADD 12" THICK CONCRETE SILL WHEN W>36", ORWHEN REQUIRED BY THE ENGINEER - SEE STD 314-4.CUTOFF WALL AND SILL DEPTH TO BE 4' OR RIPRAPTHICKNESS (T) PLUS FILTER THICKNESS (t)WHICHEVER IS GREATER.

1.2.3.4.5.6.DETAIL MAY BE UTILIZED FOR CIRCULAR CONCRETEDITCH ALSO.FOR 3' WIDE DITCH AT SLOPE OF <5% AND A FLOWRATE < 3.0 CFS, ENERGY DISSIPATOR MAY BE 6' BY 6'No. 2 BACKING PER STD 314-4. 12" THICK CONCRETE CUTOFFWALL (4)
RIPRAP PERSTD 314-4(1)(2)(6)

RIPRAPFLOW LINETOP OF V-DITCH
12" THICK CONCRETECUTOFF WALL (4)
V-DITCH PERPLANS (5)FLOW LINE PER PLANS0.5% MIN5% MAX
SILL (3)(4)6" WIDE SLOT(4)
V-DITCHPER PLANSV-DITCH (5)TOP WIDTH(W)

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 314 (2 OF 4)STANDARD No.RIPRAP ENERGYDISSIPATOR ATV-DITCH OUTFALL 317
NOTES:PLANS SHALL SPECIFY FOR THIS STANDARD:(A) RIPRAP CLASS AND THICKNESS (T)(B) FILTER BLANKET MATERIAL AND THICKNESS (t).ADDITIONAL RIPRAP MAY BE NECESSARY FORSTEEP APPLICATIONS (> 5%).ADD 12" THICK CONCRETE SILL WHEN D>36", ORWHEN REQUIRED BY THE ENGINEER - SEE STD 314-4.CUTOFF WALL AND SILL DEPTH TO BE 4' OR RIPRAPTHICKNESS (T) PLUS FILTER THICKNESS (t)WHICHEVER IS GREATER.

1.2.3.4.5.6.TABLE A
DAAB B
10'MIN4D(10' MIN)
W1PLAN
SECTION "B-B"BOTTOM OF APRONCUTOFF WALL (4)TOE OFSLOPE
W1TOE OF SLOPESTORM DRAINPER PLANS24" WIDE BY 4" DEEP1" CRUSHED ROCK SECTION "A-A"
DETAIL A24"
tT
W2W1
CUTOFF WALL TO BE ON BOTH SIDES AND END OFPCC APRON ADJACENT TO RIPRAP.10' LONG BY 6" THICK CONCRETE APRON WITH#4 BARS AT 18" OC. APRON WIDTH TO MATCHHEADWALL WIDTH (W1).7.RIPRAP WIDTH TO EQUAL HEADWALL WIDTH (W1).PIPE DIA (D)WALL WIDTH (W1)APRON WIDTH (W2)18"12.7'4.0'21"13.7'4.0'24"14.7'4.0'27"15.7'4.0'30"16.7'4.0'54"25.2'4.5'4.0'22.7'48"42"20.7'4.0'4.0'18.7'36"

0.5% MIN5% MAX0.5% MIN5% MAX
SILL (3)(4)12" WIDE BY6" WIDE SLOT
2:1 2:1
RIPRAP PERSTD 314-4 (1)(2)(7)CUTOFF WALL(4)(5)DETAIL ASTORMDRAIN 6" THICK PCCAPRON (6)

TOP OF SLOPE

HEADWALLTOE OFSLOPE
6" PIPE INVERT TOTOP OF APRON24" WIDE BY 4" DEEP1" CRUSHED ROCKCALTRANS D89STD HEADWALL 6" PCC APRON(5)(6)
1" CRUSHEDROCK4"

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

FILTER THICKNESS(T)
1" CRUSHED ROCK GRADATION

RIPRAP ENERGY DISSIPATER SIZING TABLE
SIEVE SIZE1-1/2" (37.5 mm)1" (25.0 mm)3/4" (19.0 mm)1/2" (12.5 mm)3/8" (9.5 mm)10090-10030-600-20- PERCENT (%) PASSING
No. 4 (4.75 mm)0-5No. 8 (2.36 mm)ASTM C131 Testing Grading-A 6-88-1313-1515-1717-20NO. 2 BACKING1/4 TON1/2 TON1 TON2 TONN/AN/A3.4'4.3'5.4'1.25'3.3'4.3'5.4'N/A 0.5'0.75'1.0'1.0'1.0'1" CRUSHED ROCK1" CRUSHED ROCK1" CRUSHED ROCK1" CRUSHED ROCK1" CRUSHED ROCK FILTERTHICKNESS(t)FILTERMATERIALRIPRAPTHICKNESS (T)PLACEMENTMETHOD BRIPRAPTHICKNESS (T)PLACEMENTMETHOD ARIPRAPCLASSDESIGNVELOCITY(FT/SEC) FOR RIPRAP GRADATION AND PLACEMENT METHOD DESCIPTIONSSEE CALTRANS STD SPECIFICATIONS SECTION 72-2SEE 1" CRUSHED ROCK GRADATION THIS SHEET CONCRETE SILL WHEREREQUIRED4' OR THICKNESSOF RIPRAP (T),WHICHEVER ISGREATERSLOT12"

RIPRAPTHICKNESS

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

SIDEWALK

EXPANSION FELT

EXPANSION FELT
R/W

SIDEWALK AT INTERSECTION

SIDEWALK ON INSIDE OF KNUCKLE
10'20'MIN10'MIN
SIDEWALK**ECR
BCRFLOWLINE*R/W
6' MIN TO FL
VARIABLEWEAKENED PLANE JOINT AT APPROXIMATELY 5' INTERVALS *ECR
*BCRFLOWLINESTREET LIGHT OR TRANSMISSIONPOWER POLE (GUY AND LIKE, FORCIRCUITS THAT EXCEED 34kV):
6' MIN
*

1.2. R/WFIRE HYDRANT 7.5 FEET MIN FROM FLOWLINE & 1 FOOTFROM CURB RETURN LINE, SEE STANDARD No. 701.NO PORTION OF FIRE HYDRANT TO EXTEND OVER SIDEWALK.

UTILITY POLE, WHEN ALLOWED, SHALL BE PLACED BEHIND SIDEWALKEXCEPT:

1. FACE OF POLE SHALL BE PLACED 1'-6" BEHIND FLOWLINE.2. SIDEWALK WIDENING REQUIRED, SEE ABOVE.3. PREFERRED LOCATION IS BEHIND SIDEWALK (AS ABOVE), WHEN FEASIBLE NOTES:

R/W
1'-6"

1. TRANSMISSION POWER POLES (SEE BELOW).2. AERIAL CONDUCTORS ARE TYPICALLY REQUIRED TO BE RELOCATED TO AN UNDERGROUND LOCATION FOR NEW DEVELOPMENT & REDEVELOPMENT.

VARIABLE DISTANCES TO BE SHOWN ONAPPLICABLE TYPICAL ROAD SECTIONSTANDARD.CONSTRUCTION TO BE 4" MINIMUM THICKNESS5' MIN

3.MINIMUM CONCRETE STRENGTH SHALL BE 560-C-3250

TO FLMIN
CLR

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 400 (1 OF 2)STANDARD No.SIDEWALK, FIRE HYDRANT& UTILITY POLE LOCATION(SIDEWALK AT CURB) 320
5' SIDEWALK

SIDEWALK ON INSIDE OF KNUCKLE
ECR****BCR
WEAKENED PLANE JOINT AT APPROXIMATELY 5' INTERVALSR/WVAR5' SIDEWALK EXPANSION FELT*

1.2. SIDEWALK AT INTERSECTION
5' SIDEWALK
FACE OF STREET LIGHT ORTRANSMISSION POLE SHALL BEPLACED 1'-6" MIN BEHIND FLOWLINE ****ECR
BCR
VARR/WWEAKENED PLANE JOINT AT APPROXIMATELY 5' INTERVALS

FLOWLINE
5' SIDEWALK
FLOWLINEEXPANSION FELT*
NOTES:
1'-6" MINNEAREST POINT OF FIRE HYDRANT SHALL BE 1'-6" MIN FROM FLOWLINE& 1 FOOT FROM CURB RETURN LINE, SEE STANDARD No. 701. 1'-6" MIN
UTILITY POLE, WHEN ALLOWED, SHALL BE PLACED BEHIND SIDEWALKEXCEPT:1. TRANSMISSION POWER POLES (SEE BELOW).2. AERIAL CONDUCTORS ARE TYPICALLY REQUIRED TO BE RELOCATED TO AN UNDERGROUND LOCATION FOR NEW DEVELOPMENT & REDEVELOPMENT.

VARIABLE DISTANCES TO BE SHOWN ONAPPLICABLE TYPICAL ROAD SECTIONSTANDARD.CONSTRUCTION TO BE 4" MINIMUM THICKNESS3.MINIMUM CONCRETE STRENGTH SHALL BE 560-C-3250

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 400 (2 OF 2)STANDARD No.SIDEWALK, FIRE HYDRANT& UTILITY POLE LOCATION(SIDEWALK AT R/W) 321
ROADBED WIDTHTO THIS POINT2%R/W
FL18' PARKWAY
2'
6"
VARIES6'5'-4 1/2" IF 6" CF,6"1 1/2" IF 6" CF,OR 2" IF 8" CF 4"

SIDEWALK ADJACENT TO CURB

1.5%(2.00% MAX AS-BUILT)
2'
6"95% MIN RELATIVE COMPACTION90% MIN RELATIVE COMPACTIONEXTEND 6 MIL PLASTICSHEETING 2' BEYONDCONCRETE. SEE NOTES 4 & 5MEANDERING SIDEWALK IN 21' PARKWAYSIDEWALK NOT ADJACENT TO CURB IN 18' PARKWAY 6"1 1/2" IF 6" CF,OR 2" IF 8" CF
6"2%2%1.5%(2.00% MAX AS-BUILT)
4"21' PARKWAYVAR5' MEANDERING SWVARIESPARKWAYROADBED WIDTHFL R/W
NOTES:
6"
TYPE A-6 ORA-8 C/G
TYPE A-6 ORA-8 C/G
6"
EXTEND 6 MIL PLASTICSHEETING 2' BEYONDCONCRETE. SEE NOTES 4 & 5 6 MIL PLASTICSHEETING.SEE NOTES 4 & 5
6 MIL PLASTICSHEETING.SEE NOTES 4 & 5
6"6"6"

1.2.3.4.5. MINIMUM CONCRETE STRENGTH SHALL BE 560-C-3250.TO MAINTAIN PUBLIC PEDESTRIAN ACCESS, TEMPORARY TRAP FENCES FOR MODEL HOMES SHALL BE PLACED BEHINDPUBLIC SIDEWALK AND NOT BETWEEN PUBLIC SIDEWALK AND CURB.FOR EXPANSIVE SOIL, PLACE 6" MIN AGGREGATE BASE UNDER CONCRETE IMPROVEMENTS AS DIRECTED BYWHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE MODIFIED CONCRETE MIX AND PLACE 6" MINAGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETE IMPROVEMENTS ANDSTRUCTURES. SEE CITY STANDARD SPECIFICATIONS.WHEN USING 6 MIL PLASTIC SHEETING, PLACE THE SHEETING BETWEEN THE AGGREGATE BASE AND THECOMPACTED NATIVE SOIL. EXTEND THE SHEETING 2 FEET BEYOND THE EDGE OF CONCRETE GUTTER INTO THE ROADWAY.IN ORDER TO PREVENT DAMAGE TO THE PLASTIC SHEETING RESULTING FROM LATER GRADING AND COMPACTING,PLACE THE EXTENDED 2 FEET OF SHEETING ONLY AFTER THE SUBGRADE HAS BEEN CERTIFIED BY THE SURVEYOR.THE CITY ENGINEER. SEE STANDARD SPECIFICATIONS . 95% MIN RELATIVE COMPACTION90% MIN RELATIVE COMPACTION4' 5' SW9' MIN
MINMIN
MIN

MIN MINMIN
MIN
MIN

6.ROOT BARRIER SHALL BE USED WHEN TREES ARE PRESENT.

OR 5'-4" IF 8" CF

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 401STANDARD No.SIDEWALKAND CURB 322

4.00'
BCR
CSTS
DETECTABLEWARNINGSEE DETAILSON SHEET 2
TABLE YCFY8.93'6"8"11.74'RS =CS =TS =SGS =WA =STREET & GUTTER SLOPE: 5.00% MAX AS-BUILTRAMP SLOPE: 7.5% (8.33% MAX AS-BUILT)

Y (SEE TABLE Y BELOW)
"X"WA"X"TS
5'WA
WA
PLAN
"Y"1/4 DELTA1/4 DELTA1/4 DELTA1/4 DELTAECRCS
CS
CROSSWALKSEE NOTE 15SEE TABLE X ON SHEET 3
4" MINCSRSCSSGSFLUSH (NO LIP)SEE NOTE 4CS
RADIUS = 25' OR 35'
6' TO FL
5'
2'2'36" MIN
A
A10' MIN12'

4.00' x 4.00' MIN LANDING
CROSS SLOPE: 1.5% (2.00% MAX AS-BUILT)TRANSITION SLOPE: 9.0% (10.00% MAX AS-BUILT) EXPANSION JOINTSEE STANDARD No. 205
SECTION "A-A"
NOTE:IMPROVEMENT PLANS SHALLINCLUDE DETAILS WITHELEVATIONS, SLOPES ANDWIDTHS FOR ANY CURB RAMP FL

4.00' MINIMUM
PVMT1 1/2" x 3/16" TOOLED JOINT
CURB AND GUTTER DETAILSPER STANDARD No. 200 OR 201WEAKENED PLANE JOINT ALIGNSWITH 1/4 DELTA RADIAL AT BACK OF CURB DELTA = TOTAL ANGLEBETWEEN BCR AND ECRWEAKENEDPLANE JOINT WIDTH A: 4.00' MIN AS-BUILT
1 1/2" x 3/16" TOOLED JOINTAT ALL RAMP GRADE BREAKS

CROSSWALKIF SPECIFIEDBACK OF CURBEG FS
SEE TABLE Y BELOWSEE STANDARD No. 805FOR CURB RETURN RADIUS

FOR PUBLIC WORKS PROJECTS,PAY QUANTITY FOR CURBRAMP CONSTRUCTION SHALLINCLUDE CURB AND GUTTERAND SIDEWALK FROM BCRTO ECR DETECTABLE WARNING PANELSET IN WET CONCRETE AT TIMEOF POUR, SEE NOTES 12 AND 13ABBREVIATIONS AND VALUES:

SEE ALL NOTES ON SHEET 7MOTOR VEHICLES ARE PROHIBITEDFROM USING CURB RAMPS ASACCESS ONTO PRIVATE PROPERTY.

COLD JOINT
FS = FLOWLINE SLOPE AT CURB OPENING: 1.50% (2.00% MAX AS-BUILT) FOR LEGS WITH STOP OR YIELD CONTROL. 4.50% (5.00% MAX AS-BUILT) FOR LEGS WITHOUT STOP, YIELD, OR GREEN LIGHT SIGNALIZATION. STREET % FOR MID-BLOCK CROSSINGS. 12'10' MIN
SEE NOTE 10
1/2 DELTA

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

RAISED TRUNCATED DOME
SGS

4.00'
CSCSCS4" MIN

0.20"0.45" TO 0.47"0.90" TO 0.92"
6' TO FL
10' MIN12'
36" MIN2'2'FLUSH (NO LIP)SEE NOTE 4

COLD JOINT
SEE STANDARD No. 805FOR CURB RETURN RADIUSCURB AND GUTTER DETAILSPER STANDARD No. 200 OR 201 1/4 DELTA1/4 DELTA1/4 DELTA1/4 DELTARADIUS = 25' OR 35'RADIALRADIALBCR ECRCS SEE TABLE Z ON SHEET 3
EXPANSION JOINTSEE STANDARD No. 205
CROSSWALKSEE NOTE 15

2.3" TO 2.4"CENTER TOCENTERSPACINGDETECTABLEWARNINGSEE NOTES 11, 12 & 13 SEE NOTE 11
A
A

6.00'
SECTION "A-A"
IMPROVEMENT PLANS SHALLINCLUDE DETAILS WITHELEVATIONS, SLOPES ANDWIDTHS FOR ANY CURB RAMPNOTE:

FL
PVMT
1 1/2" x 3/16" TOOLED JOINTAT ALL RAMP GRADE BREAKS
DELTA = TOTAL ANGLEBETWEEN BCR AND ECRWEAKENED PLANE JOINT

RAISED TRUNCATEDDOME PATTERNDETECTABLE WARNING SURFACE

5.00' MIN6" OR 8" HIGHRETAINING CURB
WB
ABBREVIATIONS AND VALUES:

CROSSWALKIF SPECIFIED
FSFOR PUBLIC WORKS PROJECTS,PAY QUANTITY FOR CURB RAMPCONSTRUCTION SHALLINCLUDE CURB AND GUTTERAND SIDEWALK FROM BCRTO ECR AND BOTH RAMPS.BACK OF CURBEGBACK OF WALK DETECTABLE WARNING PANELSET IN WET CONCRETE AT TIMEOF POUR, SEE NOTES 12 AND 13 SEE SHEET 1 FOR ADDITIONAL ABBREVIATIONS AND VALUES
MOTOR VEHICLES ARE PROHIBITEDFROM USING CURB RAMPS ASACCESS ONTO PRIVATE PROPERTY.

WB = WIDTH B: 5.00' MIN AS-BUILT (SEE NOTE 16)
6"
SEE ALL NOTES ON SHEET 7
12'10' MIN
1/2 DELTA
5'

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

SLXXXSL
PROFILE3%2%1%4%5%6%XX
/2 /4/4
SHORT SIDE (DOWN SLOPE):LONG SIDE (UP SLOPE):S
CF
S
6"8"
TC = TOP OF CURBCF = CURB FACEFL = FLOWLINETRANSITIONFSTRANSITIONCFTCFL

SLZZZSL
3%2%1%4%5%6%ZZCFRAMPSLOPE7.5%6"8"7.5%
ENGINEER TO SHOW X , X , Z , AND Z ON IMPROVEMENT PLANSLSLX OR Z (FT) =SS X OR Z (FT) =LLTRANS OR RAMP SLOPE + FL SLOPE

X OR ZS LX OR Z L

15.015.015.0****

5.004.554.173.853.573.334.448.337.146.256.678.336.069.5211.1113.334.765.135.56

3.704.004.354.765.265.887.699.0911.1114.2915.0*15.0*4.945.335.806.357.027.8410.2612.1214.81

9.0%9.0%10.1112.50
TRANS OR RAMP SLOPE - FL SLOPETO CALCULATE "X" OR "Z" LENGTH:NOTE: RAMP LENGTH IS NOT REQUIRED TO EXCEED 15.0' ALONG THE BACK OF WALK.

TRANSITIONSLOPEFLOWLINE SLOPE (ALONG CURB RETURN)

16.6722.22
TABLE X - CASE "A" TRANSITION LENGTH ALONG CURB RETURN (FEET) FLOWLINE SLOPEFL SLOPE4.00' CASE A5.00' CASEB,C,DOR RAMPOR RAMP

CURB FACE (FEET)CURB FACE (FEET)

16.67NOTE: THE TRANSITION LENGTH IS NOT REQUIRED TO GO BEYOND THE BCR OR ECR, NOR EXCEED 15' IN LENGTH.

WIDTH
TABLE Z - CASE "B", "C" AND "D" RAMP LENGTH ALONG BACK OF WALK (FEET)FLOWLINE SLOPE (ALONG CURB) RS = RAMP SLOPE: 7.5% (8.33% MAX AS-BUILT)TS = TRANSITION SLOPE: 9.0% (10.00% MAX AS-BUILT)FS = FLOWLINE SLOPE AT CURB OPENING: 1.50% (2.00% MAX AS-BUILT) FOR LEGS WITH STOP OR YIELD CONTROL. 4.50% (5.00% MAX AS-BUILT) FOR LEGS WITHOUT STOP, YIELD, OR GREEN LIGHT SIGNALIZATION. STREET % FOR MID-BLOCK CROSSINGS.

SEE ALL NOTES ON SHEET 7CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

COLDJOINT
CS

CSRS RS
CSCS

CROSSWALKIF SPECIFIED
DETECTABLEWARNING, SEEDETAILS ON SHT 2CSCSCSCSFL R/W
6" OR 8" CF
6" OR8" CF BCR
COMMERCIALDRIVEWAY PERSTANDARD No.207A (1 OF 4)R/WDRIVEWAY PER ECR DRIVEWAYOR TOP OF "X"BACK OF CURBFLOW LINEEDGE OF GUTTERFLOW6" OR 8" CFBCR DRIVEWAYOR TOP OF "X" 6" OR 8" RETAINING CURBFS
SGS 4" MINFLUSH (NO LIP)SEE NOTE 46" OR 8" CF
0" CF0" CF
0" CF0" CF
0" CF0" CF
2%

4.00'36" MIN2'2'
2' MIN2' MIN
6'
SECTION "B-B"AB B
A
SECTION "A-A"IMPROVEMENT PLANSSHALL INCLUDE DETAILSWITH ELEVATIONS, SLOPESAND WIDTHS FOR ANY CURBRAMP CASE C WITH STREETGRADES OVER 5%.NOTE:
1 1/2" x 3/16" TOOLEDJOINT AT ALLGRADE BREAKS
RESIDENTIALDRIVEWAY PERSTANDARD No. 213BACK OFSIDEWALKRESIDENTIAL6' CENTERLINE OF RAMPSEE SHEET 6 FOR LOCATIONAT T-INTERSECTIONFS10' MIN (INSIDE) 6" OR 8" HIGHRETAININGCURB6"
DETECTABLE WARNINGPANEL SET IN WETCONCRETE AT THETIME OF POUR, SEENOTES 12 AND 13.

PVMT
ABBREVIATIONS AND VALUES:SEE SHEET 1
FOR PUBLIC WORKSPROJECTS PAY QUANTITYFOR CURB RAMPCONSTRUCTION SHALLINCLUDE CURB ANDGUTTER FROM TOP OFRAMP TO TOP OF RAMPAND BOTH RAMPS.

TOP OF RAMP
MOTOR VEHICLES ARE PROHIBITEDFROM USING CURB RAMPS ASACCESS ONTO PRIVATE PROPERTY.

SEE ALL NOTES ON SHEET 7
STANDARD No. 213

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 403 (4 OF 7)STANDARD No.CURB RAMPCASE C 326
CS
AB B
FS 0" CF0" CF COMMERCIALDRIVEWAY PERSTANDARD No.207A (2 OF 4)

BACK OF CURBFLOW LINEEDGE OF GUTTERFLOWPLANAFS
0" CF0" CFCS
CSCSCSRSRS 0" CF
BCRECR0" CF
NO DRIVEWAYS OR SWALES IN THIS AREASTANDARD No. 213BCRSTANDARD No. 213RETAININGCURB, TYP6" TYPBCRECR RS
CSRS 4" MIN
CROSSWALK, IF SPECIFIEDDETECTABLEWARNING, SEEDETAILS ON SHT 2FLUSH (NO LIP)SEE NOTE 4SGS

4.00'
2'
R=1'R=2'2' 2' MIN
2'2'
2'
36" MIN
SECTION "A-A"
SECTION "B-B"
IMPROVEMENT PLANSSHALL INCLUDE DETAILSWITH ELEVATIONS, SLOPESAND WIDTHS FOR ANYCURB RAMP CASE D.NOTE:

EDGE OF DWY ORLOT DRAINAGEFLOW LINEEDGE OF DWY ORLOT DRAINAGEFLOW LINE11/2" x3/16" TOOLEDJOINT AT ALLGRADE BREAKSRETAINING CURB

COLDJOINT

RETAINING CURB

RESIDENTIALDRIVEWAY PERR/W AT

5.00' MIN

5.00' MIN
5' SIDEWALK

5.00' MIN10' MIN (INSIDE)TOP OFDRIVEWAY "X"
PLANTER5' SIDEWALKFRONT OF WALK
CENTERLINE OF RAMPSEE SHEET 6 FOR LOCATIONAT T-INTERSECTIONR/W AT BACK OF WALK6"PVMT ABBREVIATIONS AND VALUES:SEE SHEET 1

5.00' MINRETAININGCURBFOR PUBLIC WORKSPROJECTS PAYQUANTITY FORCURB RAMPCONSTRUCTION SHALLINCLUDE CURB ANDGUTTER FROM TOP OFRAMP TO TOP OF RAMPAND ALL 3 RAMPS.DETECTABLE WARNINGPANEL SET IN WETCONCRETE AT THETIME OF POUR, SEENOTES 12 AND 13.

BACKOF WALKBACKOF WALKFRONT OF WALK

TOP OF RAMP

RESIDENTIALDRIVEWAY PER
SEE ALL NOTES ON SHEET 7CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

LOT LINELOT LINELOT LINE
CENTERLINE OF RAMP9.5' (R=25')12.4' (R=35')
NOTE:CASES "C" AND "D"RAMP LOCATION AT "T" INTERSECTION(RIGHT TURN SIDE OF STREET A)DRIVEWAYS TO BE LOCATED SO THAT THEY DO NOT CONFLICTWITH REQUIRED RAMP LOCATION. AVOID LOCATING DRIVEWAYSWITHIN INTERSECTION.

LOT DRAINAGESWALE FLOWLINETYPDRIVEDRIVEFLOWLINEBACK OF CURBEDGE OF GUTTERSTREET B

FLOWLINESTREET A

DRIVEDRIVE
CASE C RAMP FOR SIDEWALKAT CURB (SEE SHEET 4) ORCASE D RAMP FOR SIDEWALKAT R/W (SEE SHEET 5) MARKED ORUNMARKED CROSSWALKSR=25' OR 35'

PROJECTION OFSTREET A FLOWLINE
SEE ALL NOTES ON SHEET 7
No. 805 FOR RADIUSSEE STANDARD PLAN

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18. NOTES:TO MEET AMERICAN WITH DISABILITIES ACT STANDARDS, MAXIMUM STATED SLOPES AND MINIMUMSTATED DISTANCES ARE ABSOLUTE AND NO CONSTRUCTION TOLERANCES WILL BE PERMITTED.IF THE DISTANCE FROM CENTER OF CURB RETURN TO EXISTING RIGHT-OF-WAY LINE IS INSUFFICIENTTO ACCOMMODATE THE CASE A CURB RAMP AND TOP LANDING, THEN USE THE CASE B CURB RAMP.THE MINIMUM SIDEWALK WIDTH IS 5.00' WHERE A VERTICAL OBJECT (SUCH AS A CURB OR WALL) ISADJACENT TO THE PEDESTRIAN ACCESS ROUTE.TRANSITIONS FROM CURB RAMPS TO SIDEWALKS, GUTTERS, AND STREETS SHALL BE FLUSH AND FREEFROM ABRUPT LEVEL CHANGES. NO LIPS ARE PERMITED AT THE GUTTER FLOWLINE OR EDGE OFPAVEMENT.THE TOP OF CURB WIDTH IS NOT INCLUDED IN THE MEASUREMENT OF MINIMUM SIDEWALK WIDTH.THE TRANSITION SLOPE OF THE FLARED WINGS OF THE CASE A CURB RAMP IS MEASURED ALONGTHE BACK OF CURB.FOR CASE B CURB RAMPS, CONSTRUCT WEAKENED PLANE JOINTS AT 1/4 DELTAS WHEN THE RADIUSEQUALS 35' AND AT TOPS OF RAMPS WHEN THE RADIUS EQUALS 25'.WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6"MIN CLASS 2 AGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OFCONCRETE IMPROVEMENTS. FOR EXPANSIVE SOIL, PLACE 6" MIN CLASS 2 AGGREGATE BASE UNDERCONCRETE IMPROVEMENTS AS DIRECTED BY THE ENGINEER. SEE SPECIFICATIONS SECTIONS 16.03 &16.04 AND STANDARD No. 401 FOR REFERENCE.MINIMUM CONCRETE STRENGTH SHALL BE 560-C-3250.THE ROAD SURFACE AND GUTTER SURFACE SHALL NOT EXCEED 5.00% WITHIN 4' OF THE CURB RAMPEDGE (FLOW LINE).DETECTABLE WARNING SURFACES ARE REQUIRED WHEREVER AT-GRADE PEDESTRIAN SURFACESENTER INTO A VEHICULAR TRAVEL WAY (EXCEPT NOT REQUIRED AT DRIVEWAY APPROACHES).CURB RAMPS SHALL INCLUDE A YELLOW DETECTABLE WARNING SURFACE THAT EXTENDS THE FULLCURB OPEN WIDTH AND 3'-0" DEPTH OF THE RAMP. DETECTABLE WARNING SURFACES SHALL CONSISTOF A PANEL SET INTO WET CONCRETE AND CONFORM TO THE DETAILS ON SHEET 2 OF THIS STANDARD.NO BOLT DOWN OR GLUE DOWN PANELS WILL BE ALLOWED FOR NEW RAMP CONSTRUCTION.THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6"AND 8" FROM THE GUTTER FLOWLINE.UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES ARE NOT TO BELOCATED WITHIN THE BOUNDARIES OF THE CURB RAMP. EXISTING STRUCTURES WILL BE RELOCATEDOR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMPCONSTRUCTION.CROSSWALK STRIPING IS ONLY APPLIED IF SHOWN ON IMPROVEMENT PLANS. CROSSWALK STRIPING,WHEN CALLED FOR, SHALL BE PER STANDARD No. 1211.FOR NEW CASE B, CASE C, AND CASE D CURB RAMPS THE LEVEL LANDING AT THE BOTTOM OF THERAMPS SHALL BE A MINIMUM OF 5.00' WIDE. FOR INVENTORYING EXISTING CASE B AND CASE C RAMPS,A CURB OPENING WIDTH OF 4.00' MIN IS ACCEPTABLE.FOR PUBLIC WORKS PROJECTS, THE CONTRACT UNIT PRICE FOR CURB RAMP SHALL INCLUDE RAMP,SIDEWALK, CURB AND GUTTER (OR SPANDREL) FROM BCR TO ECR.THE DETECTABLE WARNING SURFACE SHALL BE PREFABICATED SURFACE, RIGID, COLORFAST AND UV STABLE,YELLOW COLOR COMPLYING WITH FEDERAL STANDARD 595B, COLOR NO. 33538 "ADA REPLACEABLE (WET SET)COMPOSITE TACTILE UNITS" AS MANUFACTURED BY ADA SOLUTIONS, ARMOR-TILE, OR APPROVED EQUAL.THE EDGE OF THE DETECTABLE WARNING SURFACE ADJACENT TO THE STREET SHALL BE BETWEEN 6" AND 8"FROM THE GUTTER FLOW LINE.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 403 (7 OF 7)STANDARD No.CURB RAMPNOTES 329
R/WR/W2%2:1 MAX2% MIN12% MAX
3' MINR=200' MIN, 500' MAX
21'
11'R=150'
6' TO FLR=3'5' FL
3' MIN
5' 2' MIN1.5%(2.00% MAX AS-BUILT)
NOTES:

FLFOR R=200', L=100'FOR R=500', L=150'L
VARIES, SEE NOTE 621'

1.2.3.4.5.6.7.8.THE RUNNING SLOPE OF SIDEWALK MAY EQUAL THE STREET SLOPE, EVEN IF THE STREET SLOPE ISGREATER THAN 8.33%. WHERE SIDEWALK EXCEEDS THE STREET SLOPE, SUCH AS TRANSITIONS INELEVATION OF MEANDERING SIDEWALK, A SIDEWALK RUNNING SLOPE GREATER THAN 5% WOULD BECONSIDERED A RAMP. IN THIS CASE, RAMPS WOULD BE DESIGNED AT 7.5% MAX (8.33% MAX AS-BUILT)RUNNING SLOPE AND REQUIRE LANDINGS AS SPECIFIED IN THE 2010 ADA STANDARDS.

RADII FOR CURVED SIDEWALK SHALL VARY BETWEEN 200' AND 500' AT FRONT OF SIDEWALK.SIDEWALK SHALL BE A MINIMUM OF 6' WIDTH ADJACENT TO CURB.SIDEWALK SHALL BE 3' MIN AWAY FROM FLOW LINE EXCEPT AT CURB RETURNS, BUS STOPS, AND ATTOP OF "T" INTERSECTIONS WHERE CURB RAMPS ARE REQUIRED.SIDEWALK LAYOUT ON PLANS IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUTSHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVEDBY THE INSPECTOR PRIOR TO FINAL CONSTRUCTION.WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6" MINAGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETEIMPROVEMENTS. FOR EXPANSIVE SOIL, PLACE 6" MIN AGGREGATE BASE UNDER CONCRETEIMPROVEMENTS AS DIRECTED BY THE ENGINEER. SEE STANDARD 401 IN ADDITION TO CITY STANDARDSPECIFICATIONS SECTION 16 FOR REFERENCE.IRRIGATION TYPE TO BE LOW VOLUME OR SUBSURFACE BETWEEN WALK AND CURB.FOR MINIMUM CONCRETE STRENGTH REFER TO STANDARD SPECIFICATIONS SECTION 16.01.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 404STANDARD No.MEANDERINGSIDEWALK 330
R/W
2%
NOTES:1.MULTIPURPOSE TRAIL SHALL BE CONSTRUCTED OF CONCRETE IN ACCORDANCE WITH CITY OFEASTVALE STANDARDS2.SHOW SIGNING AND STRIPING FOR THE MULTIPURPOSE TRAIL ON THE SIGNING AND STRIPINGPLAN FOR THE ADJACENT STREET, IN ACCORDANCE WITH SHARED-USE PATHS IN CHAPTER 9OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), LATESTVERSION.3.FENCE MAY BE REQUIRED PER CITY ENGINEER.4.PROVIDE A 2' SETBACK WITHIN THE PRIVATE R/W IF THERE IS A VERTICAL ELEMENT ON THEPROPERTY LINE GREATER THAN 24" TALL.5.RAMPS SHALL BE PROVIDED FOR THE MULTIPURPOSE TRAIL AT ALL CROSSINGS OF CURBEDSTREETS AND DRIVEWAYS.6.SEE STANDARD 404 FOR REFERENCE. 2'PER PROJECTREQUIREMENTS(10' MIN.)VARIES

SETBACK (IF REQUIRED)MULTIPURPOSE TRAILLANDSCAPE
VARIES

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 405STANDARD No.MULTIPURPOSETRAIL 331

0.40'

GUTTERR/W
R/W
CL1/2 WIDTH1/2 WIDTH4" SW8" MINVARVARFL
PLAN2" x 4"REDWOODHEADER4" MIN BASE2 1/2" MINAC PVMTCL1/2 WIDTH1/2 WIDTHFLLEVELLINE0.00'R/W2" x 4"REDWOODHEADER AAR/W1/2 WIDTH1/2 WIDTHCL R/WAC PVMTR/WB B4'6'FL
FL
6" OR 8" CF1" CF 1" CF6" OR 8" CF1" LIP
EXP JOINTTYPNOTES:SECTION "B-B"
SECTION "A-A"
20' MIN WIDTH
20' MIN WIDTH
20' MIN WIDTH

1.2.3.4. 7.5%(8.33% MAXAS-BUILT)7.5%(8.33% MAXAS-BUILT)1.5%(2.00% MAXAS-BUILT)

1.5%(2.00% MAXAS-BUILT)

7.5%(8.33% MAXAS-BUILT)7.5%(8.33% MAXAS-BUILT)
ALLEY WIDTH AS SPECIFIED BY THE DIRECTOR OF PUBLIC WORKS.

SUBGRADE PER STANDARD SPECIFICATIONS SECTION 10.ALLEY APRON SHALL BE 8" THICK 590-C-4000 CONCRETE.WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6" MINAGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETEIMPROVEMENTS. FOR EXPANSIVE SOIL, PLACE 6" MIN AGGREGATE BASE UNDER CONCRETE IMPROVEMENTSAS DIRECTED BY THE CITY ENGINEER. SEE SECTION 16 OF THE CITY STANDARD SPECIFICATIONS SECTION 16.03AND 16.04 AND STANDARD No. 401 AND 404 FOR REFERENCE.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 500STANDARD No.ALLEY ANDALLEY APRON SECTIONS 332
L
90° OPTIMUM
PLAN
FLOW
R/W
FLOW LINEELEVATIONDISTANCE "A"(30" MINIMUM WITHOUTCONCRETE ENCASEMENT) AA
STATION TO BESHOWN ON THEIMPROVEMENTS PLANNOTE:DISTANCES "A" AND "B" TO BE SHOWN ON THE IMPROVEMENT PLAN.1.

SECTION "A-A"

C OF SEWER MAIN

WYE BRANCH

HOUSE CONNECTION LATERALSEWER MAIN

TOP OF CURB ELEVATION
DISTANCE "B"VARIES45° BEND4" MIN VCP1/4" TO 1' MIN GRADE(UNLESS OTHERWISEAPPROVED) REFER TO UTILITY PROVIDER FOR ADDITIONAL REQUIREMENTS.2. CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 600STANDARD No.SEWER HOUSECONNECTION 333
R/W
L

WYE BRANCH

C OF SEWER MAIN

SEWER MAIN
NOTES:

AA VCP CHIMNEY PIPE4" MIN
45° BEND4" MIN VCP1/4" TO 1' MIN GRADE(UNLESS OTHERWISEAPPROVED)4"4"

FLOW LINEELEVATION
4"4"
SECTION "A-A"ELEVATIONDISTANCES "A" AND "B" TO BE SHOWN ON THE IMPROVEMENT PLAN.1.

CONCRETE WITH MINIMUMSTRENGTH 590-C-4000
DISTANCE "A"30" MIN WITHOUT CONC ENCASEMENT
DISTANCE "B"
4"4"4"VARIES

TOP OF CURB ELEVATION
REFER TO UTILITY PROVIDER FOR ADDITIONAL REQUIREMENTS.2. CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 601STANDARD No.SEWERCHIMNEY 334
PLAN

CAST IRON COVER
AA
9 1/4"8 7/8"
1/8 BEND VITRIFIEDCLAY PIPENOTE:1.MINIMUM WEIGHT OF CAST IRONFRAME AND COVER --- 90 POUNDS. 3/4"5/8"7/8"
SECTION "A-A"
CONCRETE COLLAR WITHMINIMUM STRENGTH590-C-4000

CAST IRON FRAMEEARTH FILL

BURNT CLAYDISC PLUG
R=13 1/2"
3 1/8"2"1 1/4"6"11"6"3/8"6" VCP12"2"5 1/2"4 1/2"2"1"R=45"6" 9 1/4"9 1/2"
3/4" DIA R=1"

2.REFER TO UTILITY PROVIDER FORADDITIONAL REQUIREMENTS.JOINTS TO BE FILLEDWITH JOINTINGCOMPOUND

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 603STANDARD No.SEWERCLEANOUT 335

CONCRETEENCASEMENTPLAN SECTIONDIRECTIONOF FLOWSHELFDIRECTIONOF FLOWSHELF

SHELFDIRECTIONOF FLOWOUTLET PIPEAA
ADJUSTING RINGS AS REQUIREDMAX = 21"MIN = 15"TOP 9" = 3- 3" RINGS VAR
6"
6"4'-0"INLETPIPEINLETPIPE
SECTION "A-A"3"
SLOPE1:12,TYP
WHERE POSSIBLE PLACE STEPS UPSTREAM.SYMMETRICAL OR OFFSET DESIGN.HOT-DIP GALVANIZED STEEL MANHOLE STEPS.SPACING NOT TO EXCEED 17" 2'-0" DIA
5'-0" DIA9"
6"6"PAVEMENT ORGROUND SURFACE3"3"16" OR 24"12"32"6"6"
4'-0"6"6"2"36" OR 48"VARIES
VARIES
1" MIN COVER
1" GROUT
7"
CONCRETE WITH MINIMUMSTRENGTH 590-C-4000

STANDARD MANHOLE FRAME AND COVER

DROP INLET
NOTE:1.MANHOLE COVER AND FRAME SHALL CONFORMTO CITY STANDARD 608, AS DIRECTED BY THE CITY ENGINEER2.REFER TO UTILITY PROVIDER FORADDITIONAL REQUIREMENTS.3.CHANNELS OF MANHOLE BOTTOMS TO BE FORMED INCONCRETE, AND SIDE INLETS TO HAVE CHANNELSCURVED IN THE DIRECTION OF FLOW.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 606STANDARD No.PRECAST CONCRETEMANHOLE (ECCENTRIC) 336
2 1/2"
1 1/4"5/8"
1"
24" x 2 1/2" GRADE RING24" x 6" GRADE RING24" x 8" GRADE RING JOINT DETAIL "A"
JOINT DETAIL "B"
48" x 24" CONCENTRIC CONE
48" x 15" MANHOLE PIPETYPICAL SECTION48" x 30" MANHOLE PIPE 8"4 7/8"1 1/8"
2 1/8"2 1/8"1 1/2"
3/8"5 3/4"
1 3/4"1"3/4"1 1/2"
1/4"1/4"
2 1/8"1 1/4"3"6"1 1/2"1 5/8"2 5/8"
1/8" MIN
1/4" HOOPTYP
SEE JOINTDETAIL "B"
FINISHGRADESEE JOINTDETAIL "A"TYP
STANDARD STEELFRAME AND COVER,SET TO GRADE4 1/8"
1/2"
1 5/8"
1 3/8"3/16"1/4"5/8"1 5/8"1 1/4"3/4"48"Ø
48"Ø
24"Ø5 3/4"
3'-0"
15"7.5"13.5"10 COILS 1/4"ØHORIZ4 1/8"
4- 1/4"Ø LONGITVERTICAL5"
30"
15"7 1/2"5" 11 COILS 1/4"Ø3 PAIR 1/4"ØLONGIT
7 1/2"15" 3 PAIR 1/4"ØLONGIT5 COILS 1/4"ØNOTE: REINFORCEMENT SHOWN IS TYPICAL; ALTERNATE SYSTEMS SUBJECT TO APPROVAL.

MH BOTTOMAS SHOWN ONSTANDARDFOR PRE-CASTCONC MANHOLE(ECCENTRIC) 24"Ø24"Ø
CONCRETE MINIMUMSTRENGTH SHALL BE590-C-4000NOTE:

1.MANHOLE COVER AND FRAME SHALL CONFORMTO CITY STANDARD 608, AS DIRECTED BY THECITY ENGINEER2.REFER TO UTILITY PROVIDER FORADDITIONAL REQUIREMENTS.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 607STANDARD No.PRECAST CONCRETEMANHOLE (CONCENTRIC) 337
DETAIL "A"

TOP OF COVER

BOTTOM OF COVERBOTTOM OF COVERPORTION OF FRAME

TOP OF COVER

PARKWAYROADWAY
DETAIL "A"ONE OF TWOLOCKING LUGS
COVER

PLANPLAN

PLANPLANPLAN
SEEDETAIL "A"
3/4" DIAPICK HOLE
1/16"3/8"1"LOCKING LUG
23 5/8"Ø1/4"PLANPORTION OF FRAME
1/8"3/8"
SECTION - FRAME AND COVERSECTION - COVER3/4"3/4"SECTION - FRAME 3/4"
SLIP RESISTANT2" x 1" DIAMONDMAT, 1/8" DEEP
TOTAL WEIGHT - APPROX 130 LBS.ALL METAL TO BE HOT-DIP GALVANIZED.TOTAL WEIGHT - APPROX 380 LBS.ALL METAL TO BE HOT-DIP GALVANIZED. 1/4"
SMOOTHMACHINEFINISH6 RIBSPICK HOLELOCKING LUG

SMOOTHMACHINEFINISH
6 RIBS
SMOOTHMACHINEFINISH12 RIBS

RIB FRAME
1 1/4"1"3/4"
3/4"
1" 1/4"1/4"1/4"7/8"3/8"1/2"
3/4"23 5/8" OD (COVER)2"24 3/4"Ø (FRAME)R=3"
24"Ø

SMOOTHMACHINEFINISH
SEE DETAIL "A"
22"Ø MIN
22"Ø MINCLEAR OPENING

1.MANHOLE COVER AND FRAME SHALL CONFORM TOCITY STANDARD 608, AS DIRECTED BY THECITY ENGINEER2.REFER TO UTILITY PROVIDER FORADDITIONAL REQUIREMENTS.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 608STANDARD No.MANHOLE FRAMESAND COVERS 338

JOINT DETAILDROP STEP DETAIL
GROUT4 1/2"

FLOW BASE AND CHANNELSPOURED MONOLITHICALLY

CASE BCASE ACASE CCASE D

ALTERNATE PLACEMENTOF CHANNELS

SEE ADJUSTINGSCREW DETAIL
AAB
1 1/2"
NOTES:
6", 12"OR 16"6", 12", 16"OR 32"
3'-6"9"
2' MAX
6' OR LESS5"10" MIN14" MAXFRAME AND COVERPER STANDARD No. 611

BASE TO BEPOURED IN FIELD
B48"
1 3/4"1 3/4"
2 1/8"2 1/8"1/4"1/4"CONCRETE MORTAR3/8" THICK MAX ORAPPROVED JOINTSEALING COMPOUND1 1/4"VIEW "A-A"VIEW "B-B" SLOPE1:12TYP
16"
13"PRECAST OR GROUT STEPS INTO PLACEAS SHOWN IN SECTIONAL ELEVATION.1" HOT-DIPGALVANIZEDSTEEL ROD

HOT-DIPGALVMHSTEPS

1.2.3.4. CONCRETE FOR ALL PRECAST UNITS SHALL BE THOROUGHLYVIBRATED IN FORMS. IT SHALL BE CURED ACCORDING TOAPPROVED PRACTICE EITHER BY STEAM, SPRINKLING,MEMBRANE SOLUTION, OR A COMBINATION OF THESE.CONCRETE MINIMUM STRENGTH SHALL BE 590-C-4000.ALL FIELD POURED CONCRETE SHALL BE ALLOWEDTO SET 24 HOURS BEFORE PLACING PRECAST UNITS.ALL PRECAST UNITS SHALL BE REINFORCED FOR HS-20 BRIDGELOADING.TO BE USED FOR DEPTHS LESS THAN 5' FROM MANHOLE TOP TOSEWER PIPE SHELF.

ADJUSTING SCREW DETAIL
14 1/2"
SEE JOINTDETAIL1/2" CEMENTMORTAR
1 1/2"
1 3/8"
6"
9"9"9"
53"
2"1/4"1/4"
L & T
MANHOLE COVER ANDFRAME SHALL CONFORMTO CITY STANDARD 608,AS DIRECTED BY THE CITYENGINEERREFER TO UTILITY PROVIDER FORADDITIONAL REQUIREMENTS. 3/4" NUTFLAT WASHER3/4" X 8" BOLT7/8" ID TUBINGADJUSTING SCREW

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 610STANDARD No.PRECASTRECTANGULARSHALLOW MANHOLE 339

MANHOLE FRAME
MANHOLE COVER(2 COVERS REQUIRED PER FRAME)SEWER
3/4" TO 2 1/2"(VARIABLE)
CL
CL24"
2 COVERS REQUIREDPER FRAME
9"
DDCCSTANDARD MH LIFT2 REQUIREDBAAB1/8" x 1" x 2"PADS (8) 1 7/8"7/8"1/4"
NOTE:

SECTION "C-C"
SECTION "D-D"
SECTION "E-E"
SECTION "A-A"SECTION "B-B"EEEXPOSED METAL & COVERTO BE OT-DIP GALVANIZEDAFTER FABRICATION.

PAD
RIB
21"
31"57"
26"
3 1/4"1"1 7/8"
26"1 7/8"
3 1/4"1 1/2"
26"26"
3/4"
2 1/2"3/4"7/8"3/4"
1"3/8"
1 1/8"1/4"
5/8"1/4"3/4"1"2 5/8"
2 7/8"
7/8"
11 1/8"7/8"11 1/8"
50" MANHOLE COVER AND FRAME SHALLCONFORM TO CITY STANDARD 608,AS DIRECTED BY THE CITY ENGINEERREFER TO UTILITY PROVIDER FORADDITIONAL REQUIREMENTS.

RIB, TYP.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 611STANDARD No.RECTANGULARMANHOLEFRAME AND COVER 340

PLAN VIEW

AREA TO BE PAVED

SEE NOTE BELOW
SECTION "A-A"
A
MEETEXISTING GROUNDOR PAVEMENTEXISTINGGROUNDASPHALT SHALL BE1" THICKER THANADJACENT PAVEMENT

EXISTING EDGEOF PAVEMENTA
SLOPE WILL CONFORM WITH CITY OF EASTVALE ROAD IMPROVEMENT STANDARDS ANDSPECIFICATIONS, OR MEET EXISTING CONDITIONS AS DIRECTED BY THE CITY ENGINEER.NOTE:
5'

COMPACTED GRADE
5'10'
5'
5'
10'
MANHOLE COVER AND FRAME SHALLCONFORM TO CITY STANDARD 608,AS DIRECTED BY THE CITY ENGINEERREFER TO UTILITY PROVIDER FORADDITIONAL REQUIREMENTS.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 612STANDARD No.PAVING DETAILAROUND MANHOLEIN UNPAVED AREA 341
TC
CL
L

TEE BRANCH

FIRE HYDRANT

VARIABLE
CFSEE NOTE 3a7.5' MINSEE NOTE 3b2"
(OPTIONAL USE OF PIPE SECTIONS IN MAKE-UP)

VALVE (NON-RISING STEM)

1.2.3.4.FIRE HYDRANT SHALL NOT BE PLACED WITHIN THE CORNER CUT BACK AT ANY TIME.5.

FIRE HYDRANT TO BE AS APPROVED BY SERVING AGENCY.HYDRANTS WILL BE INSTALLED IN ACCORDANCE WITH UTILITY PROVIDER.FIRE HYDRANT SHALL BE PLACED:

FIRE HYDRANT ORIENTATION: (REV 1)
a)b)a)b)c)
18" x 18" x 18"CONCRETEANCHORBLOCK
NOTES:
48" MIN

LFLVALVE C

6. VARIABLE

7.5 FEET MIN FROM CURB FLOW LINE TO THE CENTERLINE OF THE FIRE HYDRANT WHEN THE SIDEWALK ISADJACENT TO THE CURB AND 6 FEET WIDE FROM THE CURB FLOW LINE.2.5 FEET MIN FROM CURB FLOW LINE TO THE CENTERLINE OF THE FIRE HYDRANT WHEN THE SIDEWALK ISADJACENT TO THE RIGHT OF WAY OR MEANDERING, AND WHEN NO SIDEWALK IS PROPOSED OR EXISTING, ANDCURB AND GUTTER IS EXISTING. KEEP AN UNOBSTRUCTED DISTANCE OF 1.5 FEET FROM CURB FLOW LINE TOTHE NEAREST PORTION OF THE FIRE HYDRANT.SINGLE OUTLET HYDRANTS SHALL BE INSTALLED WITH THE OUTLET FACING THE CURB AND AT RIGHT ANGLESTO THE CURB.DOUBLE OUTLET HYDRANTS SHALL BE INSTALLED WITH THE OUTLETS FACING THE CURB AND AT FORTY-FIVE(45) DEGREES TO THE CURB.TRIPLE OUTLET HYDRANTS SHALL BE INSTALLED WITH THE LARGEST OUTLET FACING AT RIGHT ANGLES TO THE CURB.WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6" MIN CLASS 2AGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETE IMPROVEMENTS.FOR EXPANSIVE SOIL, PLACE 6" MIN AGGREGATE BASE UNDER CONCRETE IMPROVEMENTS AS DIRECTEDBY THE ENGINEER. SEE SPECIFICATIONS AND STANDARD No. 401 FOR REFERENCE.

NO PORTION OF FIRE HYDRANTTO HANG OVER SIDEWALK
VALVE BOX, FRAME,AND COVERPAVEMENTC OF WATER MAIN,SEE STANDARD No. 817AND STANDARD No. 400

1.5' MIN
6" MINPIPE6" MIN PIPE

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 701STANDARD No.FIRE HYDRANTINSTALLATION 342

C OF WATER MAINL
HYDRANTS TO BE INSTALLED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS.NOTE:
4" STANDARD 90° ELL,SCREWED ENDS
4" STANDARDPIPE
4" x 2 1/2" ANGLE FIRE PLUG VALVE(JAMES JONES #J-344 OR EQUAL)LVARIABLESEE STANDARD No. 817VARIABLE

WELD JOINT
NIPPLETEE4" GATE VALVE, SCREWED ENDS(IOWA LIST #14 OR EQUAL)

VALVE BOX, FRAME,AND COVERTOP OFGROUND

VALVE C
48" MIN
36" MAX2% TYP

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 702STANDARD No.FIRE HYDRANTINSTALLATION(ALTERNATE) 343
3/8" RADIUS NOTCH
SECTION "A-A"
COVER
PAVEMENT6" PIPE OF PROPER LENGTHTO SERVE AS VALVE BOX
AA
1/2 PLAN OF FRAMEHOT-DIP GALVANIZED STEEL1/2 PLAN OF COVERHOT-DIP GALVANIZED STEEL FRAME

FRAMECOVER
11 1/2"10"5 3/4"
4"2"1"
3/4"1/8"1/8"
FRAME5"5 1/2"2 1/2"7 3/4"9 3/4"STREETSURFACE

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 703STANDARD No.VALVE BOX, FRAMEAND COVER 344
CUVE2R
CURVE 1
D
L
CURVE 1FL
110'110'111'111'

31.31'28.82'26.44'33.33'
100'100'100'100'

28.47'26.20'23.82'30.03'
16° 18' 41"15° 00' 38"13° 38' 40"17° 12' 31"
212° 37' 22"210° 01' 17"207° 17' 21"214° 25' 02"
38'38'38'50'
141.02'139.29'137.48'187.11'
48'
61'49'48'178.12'175.95'177.28'228.28'115'27.23'100'23.68'13° 34' 05"207° 08' 10"38'137.38'53'191.61'56'60'66'78' R/WABCD89.55'86.63'83.74'95.39'
28'30'33'39'
18'20'22'28'
10'10'11'11'74'84.50'37'22'15'
RLRL RLRLCURVE 1CURVE 2
SCHEDULE "H"CURVE 1- EDGE OF AGGREGATE BASECURVE 2- EDGE OF AGGREGATE BASE147.29'38'90.0030.37'21° 02' 30"222° 04' 59"12' 82.69' SSORSLOPEC SSSLOPEROCR/W2% TYP2% TYP2% TYPCROSSSLOPE

FLR/WR/W
FLFLEGEG2% TYP2% TYP

C CROWNFL FLR/W R/W
NOTE:REQUIREMENT PER CITY PLANCHECK POLICIES AND GUIDELINES:MINIMUM FALL AROUND CUL-DE-SACSSHALL BE 1.0% MINIMUM, HOWEVERA 0.5% MINIMUM IS ALLOWED WITHPRIOR APPROVAL. 50'25'16'9' 109'33.48'100'30.72'17° 36' 01"215° 12' 02"38'142.73'47'92.11' 176.53' 50'50'

0.5%MINSLOPE0.5%MINSLOPE
AABCBC

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 800 (1 OF 2)STANDARD No.CUL-DE-SAC 345
108.90'104.94'106.15'121.38'49.01'45.21'46.49'55.79'205°31' 48"203° 20' 19"203° 09' 45"208° 47' 56"113.58'98.05'55.47'215° 36' 50" CURVE 1R/WCURVE 2R/WCURVE 3CROWNRLLRLR50'60'66'78'
R/WABCD10'11'11'
16'20'22'28'
25'30'33'39'
E29.45'27.47'35.69'74'15'22'37'28.08'110'111'111'44.56'40.73'50.26'136.31'134.86'182.21'38'38'50'100'100'100'115'40.43'134.74'38'100' RLRL 82.14'79.65'89.41'172.18'173.90'222.30'48'49'61'184.35'195.54'177.87'80.24'187.93'53'198.48'SCHEDULE "H"12'31.79'38'143.00'4° 12' 05"831.70'60.99'

FLR/WR/WBCBC
50'
E CURVE 4, SCHED HEP, SCHED H
C/G
D
C/G2% TYPCROSSSLOPE2% TYPCROSSSLOPER/W
50'
CURVE 1
CURVE 3
CURVE 4 - EDGE OF AB23° 09' 45"25° 31' 48"23° 20' 19"28° 47' 56"28° 47' 56"25° 31' 48"23° 20' 19"23° 09' 45"31° 24' 45"----- --

C CROWN
2% TYP
FL FL
CURVE 1 - EDGE OF ABCURVE 2 - EDGE OF AB
L
NOTE:REQUIREMENT PER CITY PLANCHECK POLICIES AND GUIDELINES:MINIMUM FALL AROUND CUL-DE-SACSSHALL BE 1.0% MINIMUM, HOWEVERA 0.5% MINIMUM IS ALLOWED WITHPRIOR APPROVAL.OFFSET MAY BE LOCATEDEITHER LEFT OR RIGHT. 2% TYPCROSSSLOPE
2% TYP
112.87'52.98'207° 35' 48"175.79'56'10'18'28' 110'137.68'38'100' 173.92'48'27° 35' 48"27° 35' 47"9' 48.17'31.44' 84.67'209° 39' 31"170.14'139.05'38'171.98'47'29° 39' 31"88.07'116.19'32.00'56.42'109'100'29° 39' 31"51.76' SLOPECURVE 2 CURVE 20.5% MIN

0.5% MINSLOPE
A A

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 800 (2 OF 2)STANDARD No.OFFSETCUL-DE-SAC 346
R
31 2Y = E + TR = 2A + 10'3D + T = 50.00'1
E TT
LCFL Y
FLCBBC
NOTE 3NOTE 3CROSSSLOPER2% TYP
CBBC
AAFL
TYPSLOPECROSS2%
Δ
3 2

0.5% MINSLOPER/W

CROWNLINE
2% TYPCROSSSLOPE
R5T2T1Δ2
D
Δ2 DT1T2R4R5 Y
Δ1PROPERTY LINEFL
1REΔΔ = (VARIABLE) + 2Δ
SEE SHEET 2 FOR DIMENSION TABLE.SEE STANDARD No. 400 FOR SIDEWALKON INSIDE OF KNUCKLE.25' REGARDLESS OF R/W WIDTH.1.2.3.NOTES:

C/GC/GÀΔ3
A A
90°90°
= 75° MIN 120° MAX
R4
50'

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 801 (1 OF 2)STANDARD No.KNUCKLE 347
56'60'66'78'
R/WABCD40.99'41.04'41.12'10'10'11'11'
18'20'22'28'
28'30'33'39'
E70.60'71.49'73.23'
R35'35'36'36'
56'60'65'77'
66'70'76'88'
100'100'100'100'
36'40'44'56'

70.00'1R2R3 R4T19.01'8.96'8.88'8.73'74'44'15'22'37'41.22'72.66'40'69'84'100'8.88' ROADWAYIMPROVEMENTWIDTH 110'110'111'111'
R5T29.91'9.85'9.86'9.69'115'10.10'
KNUCKLE DIMENSION TABLE2Δ10°17'48"10°14'12"10°08'58"10°02'13" 9°58'58"41.27' 50' 16'25'32'9'40.91'35'51'60'100'69.09'9.09'109'9.91'10°23'19"

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

C HIGHWAYL
SEE STANDARD No. 805FOR CURB RETURN RADIUSRQUIREMENTS, TYP

VARVARVARVAR
VARVAR
350' MINIMUM
R=35'R=35'R/W R=125'MINR=125'MIN
R/W

LC STREET
R=125'MINR=125'MIN
FL FL

LC STREETFL FLLC STREET

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 802STANDARD No.FRONTAGE ROADINTERSECTION 349

EDGE OF PAVEMENTEDGE OF PAVEMENT

VARIESCL

EDGE OF PAVEMENT
R=50'12'
3'
50'50'
12'
3'
PIPE, CROSS-GUTTER OR OTHERACCEPTABLE METHOD TO CONVEYDRAINAGE ACROSS ROAD REQUIREDR=50'

AC PAVING
75' 150'
12'12'MINMIN

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 803STANDARD No.PRIVATE ROADCONNECTION(RURAL AREA) 350
CL
CL
BCR

BACK OF CURB
FLECR
R/W
VARVAR
R (TO FL)*
R (TO FL)*VAR
R = 25'R = 35'**
C/G
IF BOTH STREETS HAVE A ROADBED WIDTHLESS THAN STANDARD No. 111 FULL WIDTH SECTION(INDUSTRIAL COLLECTOR, 78' R/W)IF EITHER STREET HAS A ROADBED WIDTHGREATER THAN OR EQUAL TO STANDARDNo. 111 FULL WIDTH SECTION (INDUSTRIALCOLLECTOR 78' R/W)NOTES:1.2.SEE SHEET 2 FOR EXTENDED CORNER CUT BACK REQUIREMENTS FOR SCHEDULE A SUBDIVISIONSWITH ENTRY STATEMENTS PER THE APPROVED CITY OF EASTVALE DESIGN STANDARDS AND GUIDELINES.THE CORNER CUT BACK MAY NEED TO BE SET FURTHER FROM THE CURB RETURN IN ORDER TO MEETDISTANCE REQUIREMENTS FOR CURB RAMPS AND LANDINGS. SEE STD No. 403 - CASE A.VAR

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 805 (1 OF 2)STANDARD No.PROPERTY LINECORNER CUT-BACKCURB RETURN RADIUS 351
CLFL
/2 /290°ECR

ENTRY STREETBACK OF CURBFLCL GENERAL PLAN HIGHWAY
15'25'3'5'7'
5'
BCRR/W
R=35' (TO FL)R=35'18' OR 21'6' SW
6' SW
12' MIN 8.93' @ 6" CF11.74' @ 8" CF
VAR
NOTE:

NOTE:DELTA = TOTAL ANGLEBETWEEN BCR AND ECR

1.2. 24.93' MIN @ 6" CF27.74' MIN @ 8" CF
35'
USE THIS EXTENDED CORNER CUT BACK FOR SCHEDULE A SUBDIVISIONS AT ALL INTERSECTIONS OFGENERAL PLAN HIGHWAYS CLASSIFIED AS SECONDARY HIGHWAY OR HIGHER WITH ALL DESIGNATEDTRACT ENTRANCES. THE CORNER CUTBACK RIGHT OF WAY LINE WILL BE BE A MINIMUM OF 24.93 FEETWITH 6 INCH CURB FACE OR 27.74 FEET WITH 8 INCH CURB FACE FROM THE CURB FLOWLINE AS REQUIREDPER EXHIBIT C OF THE APPROVED CITY OF EASTVALE DESIGN STANDARDS AND GUIDELINES.MEDIAN FOR PRIVATE ENTRY STREET SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT.

FROM CURB FL TO NOSE OFMEDIAN PER STD No. 806

4.00'LS(TO FL)

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 805 (2 OF 2)STANDARD No.PROPERTY LINECORNER CUT-BACKCURB RETURN RADIUS 352

BCRSEE DETAIL A

ENTRYSTREET

1. 2%2%2%
80'40' 40'15'25' 15'25'3'5'7' 3'5'SW7'LS20' 20'10'2%2%2%* ** BCPRCPRCEC40'15'25'

VARVARVAR
GENERAL PLAN HIGHWAYGENERAL PLAN HIGHWAYENTRY STREET35'ECRSEE NOTE 1TYP 35'20'AA A A
NOTE:

CROSS SLOPE OF SIDEWALKSHALL BE 1.5% (2.00% MAX AS-BUILT) DETAIL "A"
SECTION "A-A"
BCRECR
FL

FL, TYPFL, TYPC HIGHWAYL C HIGHWAYL
EXTENDED CORNER CUT BACK PER STANDARD No. 805 (2 OF 2).

LSSWLSLS MEDIAN

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 806STANDARD No.ENTRY STREET50' IMP / 80' R/W 353
PLAN

ELEVATION

C POST BOLT SLOTL
OM4-3
2'-6" MINIMUM

CURB & GUTTERPAVINGCURB & GUTTER

END OF RIGHT OF WAY ORBEGINNING OF BUFFER STRIP
VARIES
ENDGALV METAL CHANNEL U-POST (GALV 10 GA)
SLOTTEDHOLES2"4 1/4"
SAME AS RAILELEMENT SECTION3 1/2"
NOTES:FLAT PLATE WASHERCUT STEEL WASHER5/8" CARRIAGE BOLTWITH HEX NUT8" x 8" ROUGH D.F. POST(CREOSOTE TREATED) 2'-6"
RAIL SPLICETERMINAL SECTION5/8" x 1 1/4" BUTTON HEAD OVAL SHOULDERBOLTS WITH 1 1/4" RECESSED HEX NUTS - TOTAL:8 PER SPLICE AND 4 PER TERMINAL SECTION. 29/32" x 1 1/8"SLOTS3/4" x 2 1/2" SLOT2"2"4 1/2"4 1/2"
STANDARD No. W31 (Ca)
FG
TYPICAL POST SPACING 12'-6" OC
1'

1.2.3.4.5. GUARD RAIL ELEMENT MAY BE EITHER STEEL ORALUMINUM.STEEL RAIL SHALL BE HOT-DIP GALVANIZED PER ASTMDESIGNATION A-123.STEEL RAIL THICKNESS SHALL BE MIN 12 GAUGE.ALUMINUM RAIL THICKNESS SHALL BE MIN 0.105 IN.MEET CURRENT CALTRANS STANDARDS OR AS DESIGNATEDBY ENGINEER. 0"6"
12 1/2"
6 1/4"12 1/2" LAP27"+/-
10"
1'-9"7"
12 1/2"

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 810STANDARD No.BARRICADE 354

FOUNDATION

ANCHORBOLTS

LIP OFGUTTERFL

BACK OFSIDEWALK

BACK OF CURB

2.17'MULTIPLE MAILBOX TOMEET REQUIREMENTSOF U.S. POSTAL SERVICEAND BE FURNISHED BYPRIVATE OWNER (NOTCITY MAINTAINED) MAILBOX LOCATION, FOUNDATIONANCHOR BOLTS, AND BOLT HOLESSHALL CONFORM TO SPECIFICATIONSFURNISHED BY THE POSTMASTER. 10'10'10'

1.5'
R/W
5'

FLARESW

FLARESW
NOTE:
6'
6'SIDEWALK

SIDEWALK

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 812STANDARD No.MULTIPLE MAILBOXINSTALLATION FORNEW SIDEWALK 355
R = 4.00'

LIP OFGUTTERFL

BACK OFSIDEWALK

BACK OF CURB
1/2" EXPANSION JOINTPER STANDARD No. 205

EXISTING CURB AND GUTTER
VAR4.00' MIN
1'TYP 4" THICKCONCRETE SLAB
VAR

EXISTINGSIDEWALK
NOTE:MAILBOX LOCATION, FOUNDATION ANCHOR BOLTS, AND BOLTHOLES SHALL CONFORM TO SPECIFICATIONS FURNISHED BYTHE POSTMASTER. MAILBOX FOUNDATION AND SLAB TO BEA MONOLITHIC POUR.1.

MULTIPLE MAILBOX TO MEET REQUIREMENTSOF U.S. POSTAL SERVICE AND BE FURNISHEDBY PRIVATE OWNER (NOT CITY MAINTAINED)FOUNDATIONANCHOR BOLTS4.00' MIN

THE DEDICATION OFADDITIONAL RIGHT OF WAYMAY BE REQUIRED 6'

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 813STANDARD No.MULTIPLE MAILBOXINSTALLATION FOREXISTING SIDEWALK 356
21' PARKWAYFL

CURB DATA

FAR SIDE - PREFERREDNEAR SIDE
NOTES:

C STREETLR=50'R=50' R=50'R=50'CF

BUS STOP SIGN
6' SW
12'TURNOUTBUS STOP SHELTER
RLTΔ2%2%3.2%CEMENT TREATED BASE2%
21' PARKWAYFL7.5'9' SW1.50%(2.00% MAX AS-BUILT)0.24'FS
6" OR 8"CURB FACECURB HEIGHTMUST MATCHEP0.13'EG0.0'FL0.0'FL

3. FAR SIDE BUS TURNOUT IS THE PREFERRED LOCATION:

A
A
SECTION "A-A"9' SW
COMPACTED SUBGRADE0.74' (6" TC)0.91' (8" TC)8" MIN PCC - MINIMUM CONCRETE STRENGTHSHALL BE 590-C-4000 BUS STOP SIGN 2.0'MIN FROM FL TOEDGE OF SIGN
= 50'= 28° 21' 27"= 24.75'= 12.63'

1. THICKNESS OF PCC AND BASE DEPENDS UPON ADT VOLUME AND SOIL TYPE. STRUCTURAL SECTION CALCULATIONS ARE REQUIRED.2. LOCATION OF BUS TURNOUT SHOULD BE AS APPROVED BY THE PUBLIC WORKS DEPARTMENT, AND IN CONSULTATION WITH THE APPROPRIATE TRANSIT AGENCY.

4.WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6" MINAGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETE IMPROVEMENTS.FOR EXPANSIVE SOIL, PLACE 6" MIN AGGREGATE BASE UNDER CONCRETE IMPROVEMENTS AS DIRECTEDBY THE ENGINEER. SEE SPECIFICATIONS AND STANDARD No. 401 AND 404 FOR REFERENCE.

EPFL48' MIN50' MIN48' MIN

4.67'MIN12' TURNOUT

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 814STANDARD No.BUS TURNOUT 357

R/W CL R/WSOUTH SIDE OR WEST SIDENORTH SIDE OR EAST SIDE

VALVEBOXFLLC

WATERMAINSTORMDRAINSEWERMAIN

GAS MAIN

DEPTHVARIESTYPICAL SECTION
FIRE HYDRANT.(LOCATE FIRE HYDRANTIN ACCORDANCE WITHSTANDARD No. 400 ANDSTANDARD No. 701)C/GC/G PARKWAYWIDTH VARIES10' TO 21'SEE SHEET 24.0' MIN6'6' 4.0' MIN HIGH PRESSUREGAS PIPELINES3.5' MIN MEDIUM PRESSUREGAS PIPELINES 7' 6'FLPARKWAYWIDTH VARIES10' TO 21'SEE SHEET 2

6.5'MIN
NOTES:1.2.3.4.5.6.

LOCATION AND DEPTH OF EXISTING AND PROPOSED UTILITIES MUST BE PROVIDED BY THE SUBDIVIDER,AND SHOWN ON ANY PLANS SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR APPROVAL.CHANGES MAY BE PERMITTED BY THE DIRECTOR OF PUBLIC WORKS IN CASES OF CONFLICTINGFACILITIES.CONFLICTS BETWEEN UTILITY COMPANY FACILITIES, EXISTING AND PROPOSED, MUST BE MUTUALLYRESOLVED BY THE UTILITY COMPANIES.ABOVE-GROUND FACILITIES SHALL BE LOCATED BEHIND SIDEWALK WHEN SIDEWALK IS ADJACENT TOCURB.FOR TREE INSTALLATION ON LOCAL STREETS, TREES SHALL BE LOCATED 2 FEET CLEAR OUTSIDE OF R/WWHEN SIDEWALK IS ADJACENT TO CURB.ALL UTILITIES UNDER PAVEMENT OR CURB & GUTTER SHALL BE A MINIMUM OF 3.5' BELOW THE FINISHEDGRADE OF THE STREET.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

STREET LIGHT

FL MEANDERINGSIDEWALK
NOTES:SECTIONPLANR/W
FL
18" (C)
R/WFL
R/W
18" (C)5'FL VAR6'C/GBACK EDGE OFJOINT UTILITYTRENCH
(A)(B)(C)(D)(E)SIDEWALK LOCATION VARIES.9 FEET FROM FLOWLINE TO FRONT OF SIDEWALK.

VARIESR/W
18" (C)4' - 9'VARIES5'

1.5 FEET FROM FLOWLINE TO BASE OF STREET LIGHT. SEE STANDARD No. 1000.STREET LIGHT FOUNDATION: SEE STANDARD No. 1000 FOR LIGHTING DETAILS.6' FROM FLOW LINE TO BACK OF JOINT UTILITY TRENCH. ADJUST TRENCH TO AVOID CONFLICTS.(F)ALL UNDERGROUND UTILITIES BETWEEN CURB AND R/W SHALL BE MINIMUM OF 2.5' BELOW TOP OF CURBGRADE.

EG
(D)(E)
STREETLIGHT6' 6'9'5'4'18'
(D)(E)
STREETLIGHT6'VARIES21'
(D)(E)

STREETLIGHT
6' MIN

SWSW(A) (B)

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 817 (2 OF 2)STANDARD No.UNDERGROUNDUTILITY LOCATIONS 359
ASPHALT SURFACED STREET WITHOUTOVERLAY PERPENDICULAR INSTALLATIONCASE 3 NON-ASPHALTSURFACED AREASCASE 1ASPHALT SURFACED STREETS WITHOVERLAY PARALLEL INSTALLATIONCASE 2

1.0' MAX

VARIABLE

EXISTING ASPHALT

EXISTINGASPHALTTACK COATALL EDGESTACK COATALL EDGES
NOTES:

VARIABLE1.0' MAXBASE MATERIAL AND SUBGRADECOMPACTED TO 95% RELATIVECOMPACTION6" MIN CLASS 2 BASE, SEE NOTE 1 1' 1'
1' 1'
COMPACTIONSAME AS CASE 2
4" MIN ASPHALT SURFACINGSEE NOTE 1BACKFILLSEE NOTE 2
PLACE CEMENT SLURRY UPTO BOTTOM OF AB 2 BASE

TACK COATALL EDGES

TACK COATALL EDGESTYP

1. BEDDING AND UTILITY BACKFILLPER UTILITY COMPANY ORMANUFACTURERS SPECIFICATIONSSEE NOTE 36" MIN SUBGRADE WITH R-VALUEOF 40 OR BETTER 6" MIN CLASS 2BASE, SEE NOTE 16" MIN SUBGRADEWITH R-VALUEOF 40 OR BETTER MATERIAL, 6" MIN AS DIRECTED BY THE INSPECTOR.IF A GEOSYNTHETIC MATERIAL (GEOGRID) IS ENCOUNTERED,TRENCH THROUGH GEOGRID AND PERFORM ONE OF THE FOLLOWING:1) REPLACE GEOGRID AT SAME ELEVATION WITH BUTT JOINT;2) DOUBLE THE THICKNESS OF EXISTING BASE; OR3) REPLACE EXISTING BASE WITH CEMENT SLURRY.2.

3.4. REPLACE STRUCTURAL SECTION AS FOLLOWS: SURFACING: EXISTING THICKNESS; OR 4" MIN AC. BASE: AB IN SAME THICKNESS AS EXISTING BASE.

NO PONDING OR JETTING ALLOWED. FOR SHALLOW TRENCHES (<4' FROM FINISHED SURFACETO TOP OF PIPE ZONE) BACK FILL MAY BE FILLED WITH MATERIAL FROM EXCAVATION INLAYERS NOT EXCEEDING 8" LOOSE LIFTS. MINIMUM RELATIVE COMPACTION SHALL BE 90%WITHIN THE TRENCH ZONE AND 95% 12" BELOW THE PAVEMENT SUBGRADE. THEEXPANSION INDEX SHALL BE LESS THAN 30. OR, SHALLOW TRENCHES MAY BE FILLED WITH 1SACK CEMENT SLURRY. FULL TIME GEOTECHNICAL OBSERVATION AND TESTING AREREQUIRED FOR ANY TRENCHES NOT USING SLURRY BACKFILL. FOR DEEP TRENCHES (>4' FROMFINISHED SURFACE TO TOP OF PIPE ZONE) A 1/2 SACK CEMENT SLURRY SHALL BE USED.WHEN SOFT, SPONGY OR UNSUITABLE MATERIAL IN ENCOUNTERED, SUCH MATERIALSHALL BE REMOVED TO THE LIMITS DIRECTED BY THE DIRECTOR OF PUBLIC WORKS ANDTHE RESULTING EXCAVATION BACKFILLED WITH PIPE BEDDING MATERIAL. 4" MIN AC, SEE NOTE 1
WHEN REQUIRED IN THE ENCROACHMENT PERMIT OR AS DIRECTED BY THE INSPECTOR, THENEW HMA SHOWN IN CASE 2 AND CASE 3 SHALL BE PLACED FLUSH WITH THE EXISTINGASPHALT. ADDITIONAL 1-FOOT GRINDING OF THE EXISTING ASPHALT BEYOND THE EXCAVATIONLIMIT OF THE TRENCH SHALL BE REQUIRED AND AS DETERMINED BY THE CITY.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 818STANDARD No.BACKFILLUTILITY TRENCH 360

TYPICAL CROSS SECTION
STAMP "TV" IN 3" LETTERSIN FACE OF CURB AT EACHCONDUIT LOCATIONCL C ECR

BCRECRBCR
SEE STANDARD No. 805FOR CURB RETURN RADIUSREQUIREMENTS.CLCL STAMP "TV" IN 3" LETTERSIN FACE OF CURB AT EACHCONDUIT LOCATIONCLECRBCRECR LC BCR
FLLC
L
CL
1"[3414]
10'TYPFL
VAR

1.NOTE:
3" NOM CABLE TV DUCT3" NOM CABLE TVDUCT
3" NOM CABLE TV DUCT
3" NOM CABLE TV DUCT
3" NOM CABLE TV DUCT3" NOM CABLE TV DUCTS SHALL BE SCHEDULE 80 PVC, RIGID GALVANIZED STEEL CONDUITS, ORAPPROVED EQUAL. 6'1'6'1'30"MIN

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 819STANDARD No.LOCATION OF CABLE TVINTERSECTIONSDUCTS AT STREET 361
CL

LANEWIDTHVARIESETWEP

FIXED OBJECT(UTILITY POLE,FIRE HYDRANT, ETC)
8 FEET MINIMUM FROM EDGE OFTRAVELED WAY INCLUDING 4 FEETMINIMUM FROM EDGE OF PAVEMENTAS RIGHT OF WAY ALLOWS* *
10' - 12'

1.2.NOTES: ETWEP
ON A CASE BY CASE BASIS,DISTANCE MAY BE LESS FORUNUSUAL CONDITIONS, ASAPPROVED BY THE DIRECTOROF PUBLIC WORKS.

TO AVOID FUTURE RELOCATIONS, ALL INSTALLATIONS SHOULD BE MADE IN THE ULTIMATE LOCATIONSBEHIND FUTURE CURB, IN ACCORDANCE WITH STANDARDS No. 400 AND 817 IF POSSIBLE.FOR APPLICATIONS ADJACENT TO CURB AND GUTTER USE STANDARDS No. 400 AND 817. 4'VARIABLE

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 820STANDARD No.FIXED OBJECT PLACEMENTWITHOUT CURBSFOR ROADWAYS 362
253035404550556065
20220125275150330200385250440300495360550430605500660580715660 PUBLICSTREETSDESIGNSPEED(MPH) LIMITED USE AREAPOINT "D"POINT "L"CORNER SIGHT DISTANCELMINOR ROAD C

1.POINT "D"2.3.LINE OF SIGHTSIGHT DISTANCE4. SHALL BE MEASURED ALONG THE CENTERLINE OF THE NEARESTAPPROACHING TRAFFIC LANE.5.LIMITED USE AREA,

6.WHEN AN INTERSECTION IS LOCATED ON A VERTICAL CURVE, A PROFILE OF THESIGHT LINE SHALL BE PROVIDED.

PRIVATESTREETS1 2SIGHT DISTANCE (FT)
MAJOR ROAD CL"L" SIGHT DISTANCE
POINT "R"
POINTS "L" & "R"
THE AREA BOUNDED BY SIGHT LINES AND CENTERLINES OF THENEAREST APPROACHING TRAFFIC LANES, SHALL BE SHOWN AT INTERSECTIONS ONTENTATIVE MAPS, SITE PLANS, GRADING PLANS, STREET PLANS, AND LANDSCAPEPLANS. THIS AREA SHALL BE CLEAR OF ALL OBSTRUCTIONS MORE THAN 18 INCHESABOVE ROAD SURFACE INCLUDING VEGETATION. SELECTED PLANT MATERIALSHALL HAVE MATURE HEIGHT LESS THAN 12" WITHOUT TRIMMING. HARDSCAPEIS PREFERRED WITHIN THE LIMITED USE AREA. REFER TO THE CITY LANDSCAPE STANDARDS.

LINE OF SIGHTLINE OF SIGHT
IS THE DECISION POINT, MEASURED 3' TO THE RIGHT OF MINOR ROADCENTERLINE, 15' BACK FROM THE EDGE OF THE TRAVELED WAY OR 8' BACK FROMTHE STOP BAR WHICHEVER IS GREATER. ARE LOCATED AT THE END OF THE REQUIRED SIGHT DISTANCESMEASURED FROM POINT "D", WHERE DRIVER WITH EYE LEVEL AT 3.5' ABOVE ROADSURFACE CAN SEE A 3.5' HEIGHT OBJECT AT POINT "L" AND "R".

1. 2.

BASED ON 7.5 S GAP TIME FOR CROSSING2-LANE HIGHWAY; ADD 0.5 S FOR EACHADDITIONAL LANE TO BE CROSSED; ANDADD 0.2 S FOR EACH PERCENT GRADE WHENMINOR ROAD'S APPROACH EXCEEDS 3%UPGRADE. SIGHT DISTANCE = 1.47 x DESIGNSPEED (MPH) x GAP TIME (S).PER CALTRANS HIGHWAY DESIGN MANUALINDEX 405.1(2)(C), THE MIN. CORNER SIGHTDISTANCE SHALL BE EQUAL TO STOPPINGSIGHT DISTANCE AS SHOWN ON TABLE 201.1 .

SIGHT LINECENTERLINE OF ROADWAY
IS THE STRAIGHT LINE CONNECTING POINT "D" TO POINT "L", ANDPOINT "D" TO POINT "R".

SIGHTDISTANCE
"R"

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 821STANDARD No.INTERSECTIONSIGHT DISTANCE 363

1. L & T AS SHOWN HEREON INDICATES LEAD AND TACK OR STEEL PIN MONUMENT SET IN CURB.2. LEAD AND TACK OR STEEL PIN MONUMENT WITNESS TO PROPERTY CORNER MAY BE SET, NOT REQUIRED.

CL
CLCL
CLSTANDARD "A" OR "B"MONUMENTS IN PAVEMENTCLSET TIE IN PAVEMENT IF R/W IS UNAVAILABLE.MONUMENTING STREET CENTERLINES WHERE CURBS ARE NOT REQUIRED MONUMENTING STREET CENTERLINES WHEN SEWERS ARE LOCATED ONCENTERLINE USING 10' CROSS TIES AND/OR SWING TIES

LCSEWERCLFACE OF CURB
STANDARD "A" OR "B"MONUMENTS IN PAVEMENT
R/W
R/WTYPE "A" OR "B"MONUMENTS, TYP

DISTDISTDISTDIST
*
TIE TO STANDARD "D" MONUMENTIF STREETS ARE NOT PAVED* ** CLR/W
R/W
*NOTES:3. SEE MONUMENT SPECIFICATIONS SECTION 21 OF THE CITY STANDARD SPECIFICATIONS FOR TYPE "A", "D", & "E" MONUMENT DESCRIPTION AND STANDARD No. 903 FOR TYPE "B" MONUMENT DRAWING. SEE CITY STANDARD SPECIFICATIONS FOR MONUMENT SCHEDULE.

L & T L & T10'

L & TL & T
STANDARD "A" OR "B"MONUMENTS IN PAVEMENT

FACE OF CURBSEWER MANHOLE

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 900STANDARD No.TIE-OUT STANDARDS 364
CL
CL
TYPE "E" MONUMENT(OPTIONAL)
CL TYPE "E" MONUMENT (OPTIONAL)LOT LINE
DISTDISTDISTTYPE "A" OR "B" MONUMENTCURB
LOT LINECLTYPE "A" OR "B"(MONUMENT)DISTDISTLOT LINELOT LINE

DISTDIST LOT LINE

CLCL DISTR/W

MONUMENTINGBEGINNING AND ENDING OF CURVE
BC

RADIAL LINEDISTDISTECDISTDIST

R/W CURB
R/W
CURB
NOTES:1.2.3.4.

5. MONUMENTING STREET INTERSECTIONSWHERE CURBS AND GUTTERS ARE INSTALLEDL & T SHOWN HEREON INDICATES A LEAD ANDTACK OR STEEL PIN MONUMENT SET INCONCRETE CURB.A METAL IDENTIFICATION DISK SET WITH A LEADAND TAG OR STEEL PIN MONUMENT WITNESS TOPROPERTY CORNER MAY BE SET ("E" MONUMENT),IN LIEU OF SETTING FRONT LOT CORNERS("D" MONUMENT).THE PI OF THE CURVE CENTERLINE OF A STREETMAY BE MONUMENTED IN LIEU OF EC & BC, IF THEPI FALLS WITHIN THE TRAVELED WAY. IT SHALL BEREFERENCED WITH L & T's IN CURB.SEE MONUMENT SPECIFICATIONS SECTION 21 OFTHE CITY STANDARD SPECIFICATIONS FORTYPE "A", "D", & "E" MONUMENT DESCRIPTION ANDSTANDARD No. 903 FOR TYPE "B" MONUMENTDRAWING. SEE SECTION 21.07 OF THE CITY STANDARDSPECIFICATIONS FOR MONUMENT SCHEDULE.TYING OUT BC'S AND EC'S WITH 90 DEGREE TIESINTO THE TANGENT.

L & TL & T
L & T TYPE "E" MONUMENT(OPTIONAL)
L & T
L & T
TYPE "E"MONUMENTTYPE "A" OR "B"MONUMENT
TYPE "D"MONUMENT

L & TL & T
L & T

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 901STANDARD No.STREET CENTERLINEMONUMENT 365

TOP OF PAVINGBRASS OR BRONZE HEADCOPPER COVERING
1 1/2"
MOLTEN WELDING JOINT5/8"PERMANENT COMPRESSION FIT

STEEL CORE
18"
7/8"5/8"5/8"
STAMPED:REGISTERED CIVILENGINEER OR LANDSURVEYOR NUMBER

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 903STANDARD No.TYPE "B" MONUMENT 366

RAINCAP

1. 8'

LUMINAIRE MOUNTING HEIGHTPOLE HEIGHT
LED LUMINAIRELIGHT POLE TABLEROADWAYCLASSIFICATION36' LOCAL40' LOCAL44' ENHANCED LOCAL44' COLLECTOR64' SECONDARY COLLECTOR56' INDUSTRIAL COLLECTOR76' MAJOR COLLECTOR110' URBAN ARTERIAL86' ARTERIAL POLEHEIGHTLUMINAIREMOUNTING HEIGHTPOLESPACING200'STAGGERED26' +/-31' +/-31' +/-23' +/-28' +/-28' +/- FOR FOUNDATIONDETAILS SEE STANDARDNO. 1002GENERAL NOTES:STREET LIGHT POLE SHALL BE TAPERED AMERONOCTAGONAL CONCRETE POLE OR EQUAL APPROVEDBY THE CITY ENGINEER. ALTERNATE POLETYPE/MATERIAL SHALL BE APPROVED BY THE CITYENGINEER.

ROADWAYCLASSIFICATION36' LOCAL40' LOCAL44' ENHANCED LOCALLOCAL CUL-DE-SAC64' SECONDARY COLLECTOR56' INDUSTRIAL COLLECTOR76' MAJOR COLLECTOR110' URBAN ARTERIAL86' ARTERIAL LIGHT-EMITTING DIODE (LED) LUMINAIRE TABLECCTG.E. LUMINAIRE *(MODEL NUMBER)22ERL 1-0-03-B5-27-A-GRAY-L76 TORK ZTL124F 305VLED PHOTOCONTROL*
ID TAG(SEESHEET 3OF 3)
* OR EQUAL APPROVED IN WRITING BY CITY ENGINEER
2700KLED LAMP(WATTS)ERL 1-0-03-D5-27-A-GRAY-LERL 1-0-10-C5-27-A-GRAY-L

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

R/WFLMEANDERINGSIDEWALK

SIDEWALK SECTIONS
FLSTRAIGHTSIDEWALKR/W18' PARKWAY4'5'
FL18"5' SWSEE STANDARDNo. 400
NOTE:WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED CONCRETE MIX AND PLACE 6" MINAGGREGATE BASE AND 6 MIL PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETEIMPROVEMENTS. FOR EXPANSIVE SOIL, PLACE 6" MIN AGGREGATE BASE UNDER CONCRETEIMPROVEMENTS AS DIRECTED BY THE ENGINEER. SEE SPECIFICATIONS SECTIONS 16.03 & 16.04 ANDSTANDARD No. 401 FOR REFERENCE.1. 21' PARKWAYVARIES5'VARIES18"18"

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1000 (2 OF 3)STANDARD No.STREET LIGHTING 368
SIZECORNER RADIUSTHICKNESS / MATERIALFINISH / COATING1.350" X 6.000"SQUARE0.032" ANODIZED ALUMINUMMATTEPOLE ID TAG E4201

6.000"

1.350"
COLORS:NATURALBLACK

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1000 (3 OF 3)STANDARD No.STREET LIGHTING 369
16"17"
48"
4"4' MIN
DETACHABLE BASE, CENTERED ON 24"x32" BASE AT TIME OF CONCRETE POUR.2" SCHEDULE 80 PVC CONDUIT (STREET CROSSING) AS SHOWN ON PLANS.2" SCHEDULE 80 PVC CONDUIT FOR STREET LIGHT (2 MINIMUM).3" SCHEDULE 80 PVC CONDUIT WITH PULL-ROPE TO EDISON POWER SOURCE.GROUND ROD 5/8"x8' (RUN WIRE TO ONE ANCHOR BOLT).

1.THE SERVICE CABINET IS DIVIDED INTO 2 SECTIONS - THE BACK HALF IS THE UTILITY PULL SECTION AND THE FRONT HALF (CURB SIDE) IS THECUSTOMER SECTION. WHEN PLACING SWEEP IN BASE, THE 3" CONDUIT SHALL BE LOCATED IN THE BACK (UTILITY) SECTION AND THE 2"CONDUIT ALONG WITH THE GROUND ROD SHALL BE LOCATED IN THE FRONT (CUSTOMER) SECTION AS SHOWN.2.IF TWO SEPARATE CIRCUITS ARE PULLED THROUGH THE SAME CONDUIT, THE WIRES SHALL BE COLOR-CODED RED OR BLACK FOR EASYIDENTIFICATION AT THE PULL BOX. USE PHENOLIC PLASTIC LABELS AND TIES TO LABEL EACH CIRCUIT'S POSITION.3.ALL CONCRETE SHALL BE TYPE 560-C-3250.4.THE CABINET DOOR AND ELECTRIC METER WINDOW SHALL FACE THE CURB.5.COVERPLATE MAY BE REQUIRED FOR ONE OF THE SPECIFIED WINDOWS.6.ALL SERVICE CABINETS SHALL CONTAIN AN ADDRESS LABEL CONSTRUCTED FROM 12" WIDE X 8" HIGH WHITE REFLECTIVE SELF-ADHESIVEMATERIAL. THE ADDRESS NUMBERS AND STREET NAME SHALL BE 1 1/2" BLACK SELF-ADHESIVE LABELS. 24"x24"x4" P.C.C. FOUNDATION, SET 4" ABOVE FINISHEDPARKWAY GRADE AND 48" FROM CURB FACE. - ALL CONDUCTORS SHALL CONSIST OF MINIMUM TWO #8 AND ONE #10 GREEN. THE #10 GREENIS BONDED FOR EACH CIRCUIT SHOWN ON PLANS.- CITY MAY REQUIRE DUAL METER SERVICE WITH UNMETERED SECTION AT DISCRETION OFCITY ENGINEER.

CURB FACE48"24"24"x48"x4" PCC PADFOR SERVICE ACCESSOR SIDEWALKLINELOAD24"ONE BYPASS/TEST SWITCH BLOCKS ONE 200 AMP METER SOCKET
BOTH SIDESTYPICALWINDOW(NOTE 5)NOTE 6ONE 12-CKT METERED LOAD CENTERSWITH 100A/2P MAIN BREAKERONE 65AMP/3P CONTACTOR TO BEPHOTOELECTRIC AND TEST SWITCHCONTROLLED MYERS CABINET NO. USP16-M2200-112CTB FOR SINGLE METER ANODIZED ALUMINUM OR STAINLESS STEEL.

PLAN VIEW
NOTES:

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1001STANDARD No.STREET LIGHTSSERVICE CABINET 370
STREET LIGHT WIRE INSULATION MARKINGS SHALLMANUFACTURER SPECIFICATIONS.RECOMMENDED FOUNDATION DESIGN PER POLEFINISH PAINTED.ALL STEEL COMPONENTS GALVANIZED BEFOREALL HARDWARE TO BE STAINLESS STEEL.ALL CONDUIT SHALL BE SCHEDULE 80 PVC.FROM STREET LIGHT POLE.STREET LIGHT PULL BOX SHALL BE 5' MAX AWAYSWEEP.CONDUIT SHALL ENTER PULL BOX WITH A 90° ELECTRICAL TAPE AND MADE WATER-TIGHT.ALL CONNECTIONS SHALL BE TAPED WITHBE PER LATEST GREENBOOK SPECIFICATIONS.87634521

POLE SHAFT
TYPE HEB-AAPULL FUSE HOLDER240V SYSTEM USE 2DIRECTION ONLY). FOR(INSTALL IN ONE5 AMP FUSE MAX.

WEATHER TIGHT SEALANT
CONCRETE SHALL BE 560-C-3250(PER N.E.C.)OPEN COIL30"BELOW FOUNDATION AND SECURELY FASTENED15' NO. 4 BARE STRANDED WIRE - COILED 3"TO ANCHOR BOLT FOR GROUNDING 12"ATTACH GROUND WIRE TO ANCHORGROUNDING CLAMPBOLT WITH BRASS/COPPER(4 PER POLE)GALVANIZED1"x36"x4" HOOK,ANCHOR BOLTSCONCRETE SHALL BE 560-C-325030"X30"X7" KNOCKOUT CAP ALLOF SLACK TO BARE NO. 4 STRANDED WIRECONNECT GREEN GROUNDING WIRE WITH 2'DO NOT FUSE WHITE NEUTRALSTOGETHER WITH BRASS/COPPER APPROVED CONNECTIONSYSTEM NEUTRAL AND GROUND/BONDING WIRE MUST BE SECURED EDGE OF THE PULL BOXBEYOND THE OUTSIDEROCK EXTENDING 6"BED OF 3/4" CRUSHEDFIRMLY ON A 12" THICKPULL BOX SHALL REST POUR AGAINST UNDISTURBED EARTH1" CONDUIT90° SWEEP
SLACKCOILEDTYPE #6 PULL BOXFINISHED GRADE
NOTES:
2" CONDUIT
EMBEDDED BELOW GRADEMINIMUM 3'-6"

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1002STANDARD No.STREET LIGHT FOUNDATIONWITH PULL BOX 371
EDGE OF THE PULL BOXBEYOND THE OUTSIDEROCK EXTENDING 6"BED OF 3/4" CRUSHEDFIRMLY ON A 12" THICKPULL BOX SHALL REST

PB EXTENSION ASNECESSARY
PULL BOX INFORMATION SEE CITY SPECIFICATIONS.FOR PREFERRED MANUFACTURER AND ADDITIONAL PER RESPECTIVE APPLICATION.LIGHTING", OR "COMMUNICATION""TRAFFIC SIGNAL", "STREETLID LABEL SHALL BE LABELEDTAMPER RESISTANT HARDWAREFACE ANCHORED IN CONCRETEETCHED POLYPROPYLENE FACE OR APPROVED EQUALULTRA-VIOLET INHIBITORLID INFORMATION SEE TABLE FOR CONDUITSWEEP INFORMATIONCONDUIT USE MAX. CONDUIT SWEEPTYPICAL CONDUIT SWEEPSFIBER OPTIC 45° PVCSTREET LIGHT 90° PVCTRAFFIC SIGNAL 90° PVC

PVC CONDUITPVC CONDUIT
CD

COILED SLACKPULL BOX
BA

MOUNTING TABTAMPERRESISTANT
DCBA12"12"34"22"MIN. PB DIMENSIONS#6 PB

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1003STANDARD No.PULL BOX DETAIL 372

ROADWAYCURB
BCR

ROADWAY

ECRCURB
TYPE OFDRIVEWAYRESIDENTIALCOMMERCIALDISTANCE B10'15'
TREE EXCLUSION ZONELEGEND:

ROADWAYCLASSIFICATIONLOCAL, COLLECTORSECONDARY, MAJOR, ARTERIALDISTANCE A10'20'

DRIVEWAY(COMMERCIALOR RESIDENTIAL)
R/W
R/W
R/W
A
A
BBGENERAL NOTES:1.TREES SHALL BE LOCATED OUTSIDE OF UTILITYSETBACKS OR EASEMENTS AND SHALL BE LOCATED:10' FROM ANY WATER OR SEWER LINE30' FROM ANY INTERSECTION10' FROM STREET LIGHTS, FIRE HYDRANTS, AND STREET SIGNS10' FROM DRIVEWAY APPROACHESMATURE HEIGHT TO BE NO TALLER THAN 20' IFPLANTED UNDER UTILITY LINES2.STREET TREE SPACING AND SPECIES SHALLCONFORM TO ADJACENT TRACTS.3.SIGHT DISTANCE TRIANGLES AT DRIVEWAYS ANDINTERSECTIONS SHALL BE IN ACCORDANCE WITHCITY STANDARDS. VEGETATION TO BE MAXIMUM30" HIGH IN LIMITED USE AREAS.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1101STANDARD No.TREE SETBACKS ATCORNER CUT-BACKSAND DRIVEWAYS 373

HIGH WINDDRAIN PIPE DETAIL

PERF PIPESTAKEROOTBALL
GRAVEL

TREE TIESNAIL TO STAKE
2" DIA LODGEPOLE PINE STAKE,MIN 2 PER TREE

TREE TIESNAIL TO STAKE
4" SCH 40 PERF PIPE1 PER TREE
2x ROOTBALL1' MIN2' MIN18" DEEP(IF HARDSCAPEIS WITHIN 6'OF TREE) HARDSCAPE12" FROMLOWEST BRANCHDRAINPIPE
SET ROOTBALL 1"ABOVE FINISH GRADE
6" WATER BERMARBOR GUARD(LAWN AREA ONLY)6" TREE TIES MIN, TYP2" DIA LODGE POLEPINE STAKE,MIN 2 PER TREE

1.2.3.4.STAKE TREE PERPENDICULAR TOMULTI-STEM TREES SHALL HAVE 3 STAKES48" BOX OR GREATER TO USE GUY WIRES.DETAIL FOR USE IN AREAS WITHOUT SEPARATE APPROVED LANDSCAPE PLANS.

NOTES:

SECTION "A-A"SECTION "A-A"
AA
USE 3- 3" DIA STAKESPER TREE INHIGH WIND AREA

ROOT BARRIER
2-3" MULCHLAYER

5.SUPPORT STAKES TO BE REMOVED AND/OR MODIFIED AT CITY INSPECTOR'S DIRECTION.DIRECTION OF PREVAILING WIND.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1102STANDARD No.TREE STAKINGDETAIL 374

BRASS BALL VALVE, TYPFLOW
PVC MAINLINE TO MASTER VALVESCH 80 PVC FEMALE ADAPTERSCH 80 PVC NIPPLE, 6" MINPVC MAINLINE FINISHEDGRADE12" MIN
18"3" MINPRESSURE REGULATOR OR WYESTRAINER IF SPECIFIED, SEE NOTE 2

1.2.3.4.5. BRASS RISERS, TYPBACKFLOW ENCLOSUREBRASS NIPPLE, TYPBACKFLOW DEVICEBRASS ELL, TYP NOTES:

BRASS UNION (TWO REQUIRED)
CONCRETE SLAB,SEE NOTE 3
INSTALL PER LOCAL WATER DISTRICT STANDARD DETAIL.INSTALL WYE STRAINER AND/OR PRESSURE REGULATOR IF SPECIFIED AND ALLOWED.CONCRETE PAD LENGTH AND WIDTH SHALL BE 6" GREATER THAN SIZE OF BACKFLOW CAGE.CONCRETE SHALL BE 560-C-3250.VIT QUICKPAD IS ALLOWED. BACKFLOW CAGE SHALL BE STAINLESS STEEL OR ALUMINUM BY VIT.FOR USE IN AREAS WITHOUT SEPARATE APPROVED LANDSCAPE PLANS.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1103STANDARD No.BACKFLOW PREVENTIONDEVICE INSTALLATION 375

PAVEMENT
.SIDEWALK14' - 0" MIN

TRIM LINE

PROPERTY LINE
CASE 1
CASE 2
8' - 0" MIN

SIDEWALKPROPERTY LINEPAVEMENT

TRIM LINE
. 8' - 0" MINTRIM LINE

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1104 (1 OF 2)STANDARD No.TREE TRIMMINGRESIDENTIAL AREAS 376
NOTES:1.ALL LANDSCAPED AREAS IN A PUBLIC STREET, SIDEWALK OR RIGHT-OF-WAYTHAT IS ABUTTING A RESIDENTIAL PROPERTY SHALL BE MAINTAINED BY THEADJOINING PROPERTY OWNER, UNLESS IT IS MAINTAINED THROUGHANOTHER MECHANISM SUCH AS COMMUNITY FACILITIES DISTRICT ORLANDSCAPE MAINTENANCE DISTRICT.2.ALL TREE PRUNING SHALL BE DONE IN ACCORDANCE WITH ANSI A300STANDARDS AND PER INTERNATIONAL SOCIETY OF ARBORICULTURERECOMMENDATIONS.3.THE INITIAL STEP OF PRUNING SHALL BE THE REMOVAL OF ALL DEAD WOODAND WEAK, DISEASED, INSECT INFESTED AND DAMAGED LIMBS. EVERYOWNER OF ANY TREE OVERHANGING ANY STREET OR RIGHT-OF-WAYWITHIN THE CITY SHALL PRUNE THE BRANCHES SO THAT SUCH BRANCHESSHALL NOT OBSTRUCT THE LIGHT FROM ANY STREET LAMP OR OBSTRUCTTHE VIEW OF ANY STREET INTERSECTION AND SO THAT THERE SHALL BE ACLEAR SPACE OF EIGHT FEET (8') TO TEN FEET (10') ABOVE THE SURFACE OFTHE STREET OR SIDEWALK, AT THE DISCRETION OF THE AGENCYRESPONSIBLE FOR THE TREE. ALL BRANCHES OVERHANGING THE CURB LINEON ROADWAYS SHALL HAVE A FOURTEEN (14) FOOT MINIMUM CLEARANCE.4.ALL TREES SHALL BE THINNED OF SMALLER LIMBS TO DISTRIBUTE THEFOLIAGEEVENLY. ALL TREES SHALL BE TRIMMED AND SHAPED TOPROVIDE A SYMMETRICAL APPEARANCE TYPICAL OF THE SPECIES. ALLSUCKERS AND SPROUTS SHALL BE CUT FLUSH WITH THE TRUNK OR LIMB.ALL CROSSED OR RUBBING LIMBS SHALL BE REMOVED UNLESS REMOVALWILL RESULT IN LARGE GAPS IN THE GENERAL OUTLINE. LIMBS SHOULDEXTEND ALTERNATELY FROM THE TRUNK ON 12" TO 24" SPACING.5.THE CITY SHALL HAVE THE RIGHT TO PRUNE ANY TREE LOCATED ON PRIVATEPROPERTY, BUT WHICH ENCROACHES ON THE PUBLIC RIGHT OF WAY.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

ELEVATIONTOP VIEWCLAMP DETAIL

NOTCH OR DRILLFOR DRAINAGE
BACK CLAMPW/4 BOLTS(ASTM A-307)3/8"

TRAFFICSIGNAL POLE
SPECIFY TRAFFICSIGNAL POLEDIA AT 25'ABOVE BASE
3/8" P CLAMPL
NOTE:SIGN LOCATION MAY VARY DEPENDINGON HEIGHT OF SIGNAL MAST ARM.

TYP LOCATION FORSAFETY LOOP EYELET2' SEE CLAMPDETAIL BELOW25' ABOVEPOLE BASEUL APPROVEDWATER-TIGHTELECTRICAL BOXPELCO SIGNBRACKET ORAPPROVED EQUAL

SAFETY CABLE, TYP
5/8" DIA HOLE, TOP ORBOTTOM, IN CLAMPSUPPLIED WITH ATYPE "F" 1/2" - 13 UNCBLUNT POINT SELF-TAPPING SCREW(PILOT HOLE TO BEFIELD DRILLED) 8" 9'-4"8"MIN SIGNALSTANDARD SIZEIS TYPE 19-3-100
10' IISNS STRAIGHT MAST ARM MOUNTING DETAILTYP LOCATION FOR 10' IISNSTYP LOCATION FOR 8' IISNSTYP LOCATION FOR 6' IISNS REMOVABLE CAP3" SCHEDULE 40 PIPE (3.5" O.D.)

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1200STANDARD No.IISNS MAST ARM DETAIL 378
SIGNAL STANDARDEDGE-LIT LED IISNS IN 5 SIZES:6' x 2', 6.5' x 2', 8' x 2', 9' x 2' AND 10' x 2'IISNS MAST ARM PERSTANDARD NO.1200

0.5" BORDER WITH1.5" CORNER RADIUS(WHITE ON GREEN)DOUBLE SIDEDRAZOR FRAME /BLACK POWDER39-8002024"20" 10' IISNS6' IISNSNOTE:FOR 6', 6.5', 8' AND 9' IISNS, FONT TYPE CANNOT BE CHANGED BUT WORD SPACING CAN BEREDUCED UP TO 80% TO FIT STREET NAME WITHIN THE ALLOTTED SPACE WITHOUTUPSIZING THE SIGN SIZE;FOR 10' IISNS, AS DIRECTED BY THE CITY, A COMBINATION OF REDUCING WORDSPACING, CHANGING FONT TYPE, AND/OR ABBREVIATE STREET NAME CAN BEINSTITUTED TO ACCOMMODATE LENGTHY STREET NAME ON THE IISNS. 12" UPPER CASE AND9" LOWER CASECLEARVIEW FONT
SIGN BACKGROUND SHALLBE 3M SERIES 1177 (GREEN)ELECTROCUT FILM 8' IISNS

NO STREET SUFFIX
16"4" 44.9"POWERCONNECT25.4"8.5"2.2"5"2.4"19.3"5.4"1.6" 1.6"68.1"

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1201STANDARD No.IISNS DETAIL 379

STRAIGHT LUMINAIRE MAST ARM DETAIL

DUAL PEC WIRING DIAGRAM

PEUPEUN

MAST-ARM
SIGNALSTANDARDLUMINAIREMAST ARM(TAPERED)5° RISE
120 VOLT SERVICE20 AMPCIRCUIT BREAKERTO IISNS15 AMPCIRCUIT BREAKER15 AMPCIRCUIT BREAKER 30 AMPCIRCUIT BREAKER120 VOLT SERVICETO LUMINAIRES

LINELOADNLOADLINE
CONTACTOR30 AMPCONTACTOR60 AMP

MOUNTING CLAMP FOR EVP OPTICAL DETECTOR

TEST SWITCH

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

BATTERY BACKUP SYSTEM SCHEMATIC DIAGRAM

UTILITY SERVICEAC - (NEUTRAL)WHITE WIREGENERATOR PLUGEQUIPMENT GROUND (GND)GREEN WIREBLACK WIREGREEN WIRE

MANUAL BYPASS SWITCH

CABINETSERVICE PANEL

GENERATORSWITCH

INVERTER/CHARGERBATTERIES
GREENWIREWHITE WIRERED WIREBLACK WIREAC+(LINE)LINEINNONCLINE OUTNONOBYPASSNCNCUPSREDWIRELINEOUTLINEIN BLACKWIRE

EQ GND BUSAC - BUS
TBSAC+GNDAC-

GNDAC-LINE INLINE OUTTO UPSFROM UPSPOWER TRANSFERRELAY
AC INAC OUTBATTERY+-

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

BATTERY BACKUP SYSTEM (BBS) LIGHT

BBS LIGHTBBSCABINET
332/ATC CABINETSTREET VIEW(FRONT SIDE)

BBS LIGHTBACK DOORFRONT DOORPOLICEPANEL

RELAY CONTACTSBATTERY BACKUP INVERTER
WHITE = 12 VDC (NEGATIVE)BBS LIGHTBLACK = 12 VDC (POSITIVE)INLINE 2.5 AMP FUSE+_BATTERY NORMALLYOPEN(NO)NORMALLYCLOSED(NC)COMMON (C)C1C2C3C4C5C6 OFF - CLEARON - RED3/4" ROUND CLEARANCE MARKER RED CLEAR LENSMAXXIMA MODEL #M09320RCL-X OR EQUAL0.78 in[19.81 mm]HOLE SIZE0.75 in[19.05 mm]LENS1.125 in[28.58 mm]0.91 in[23.18 mm]0.20 in[5.08 mm]

0.38 in[9.72 mm]

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1202 (3 OF 3)STANDARD No.TRAFFIC SIGNALDETAIL 382
SETBACKSPEED105'140'185'230'285'345'405'475'550'
--100'120'150'180'210'245'280'
ADVANCED25 MPH30 MPH35 MPH40 MPH45 MPH50 MPH55 MPH60 MPH65 MPH 80'50'15'

VIDEO/RADAR DETECTION ZONE DETAIL
10'

USE STANDARD TYPE E DETECTOR LOOP IF ADVANCED DETECTIONZONE(S) IS NOT WITHIN THE RANGE OF RADAR SENSORFOR SETBACK DISTANCE SEE TABLE BELOW

LUMINAIRE MAST ARM

SIGNAL MAST ARM
12"

SENSOR MOUNTING DETAIL

MID (FT)ADVANCE AND MID-DETECTIONZONES SETBACK DISTANCEFROM LIMIT LINE

C/GLIMIT LINEOR X-WALK
8'x4' BIKEDETECTIONZONE
8'x8' BIKEDETECTIONZONE5' OVERLAP8' TYP

ADVANCEDDETECTIONZONESMIDDETECTIONZONES

MANUFACTURER SUPPLIED BRACKET, TYP
VIDEO SENSORVIDEO/RADARCOMBO SENSOR6' POLE EXTENSIONWHEN VIDEO SENSORIS USED FOR ADVANCEDETECTIONLINE UP SENSOR WITHSTRIPING DETAIL 38CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1205STANDARD No.VIDEO/RADARDETECTION DETAIL 383

LOOP DETECTOR PLACEMENT DETAIL

LOOP DETECTOR SAWCUT DETAIL
DIRECTIONOF TRAVEL2" C STUB OUTC/G
1' TRIANGLE

LEFTTURNLANE

TYPE E (MODIFIED)
1' TRIANGLE
TYPE "A" CURB TERMINATION PERCALTRANS STANDARD PLAN No. ES-5D TYPE E

ADVANCEDDETECTORS

MIDDETECTORS

LIMIT LINEOR X-WALKFOR SETBACK DISTANCE SEE TABLE BELOW SETBACKSPEED105'140'185'230'285'345'405'475'550'
--100'120'150'180'210'245'280'
ADVANCED25 MPH30 MPH35 MPH40 MPH45 MPH50 MPH55 MPH60 MPH65 MPH

MID (FT)ADVANCE AND MID-DETECTIONZONES SETBACK DISTANCEFROM LIMIT LINE 30'15'10'1'10'
6' DIA
2'2'2'
TYP.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1206STANDARD No.LOOP DETECTORDETAIL 384
SIGNAL PHASE DESIGNATIONPHASE 2 AND 6 AREDESIGNATED FOR MAJORSTREET / GENERAL PLANROAD.PHASE 2 SHALL BEDESIGNATED FOR EB OR NBBASED ON THE ORIENTATIONOF THE MAJOR STREET /GENERAL PLAN ROAD ORAS DIRECTED.

MINORSTREETMAJOR STREET
71523312820124
3232271911324168
614
2230251791
2926211834135102
NORTH

BIKEDETECTION

ADVANCEDETECTIONMID DETECTION

PRESENCEDETECTION
ADD ADDITIONALDETECTION ZONEWHEN CURB LANEIS 20' OR GREATER 12345678

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1207 (1 OF 2)STANDARD No.ATS DETECTIONINPUT ASSIGNMENTS 385
SIGNAL PHASE DESIGNATIONPHASE 2 AND 6 AREDESIGNATED FOR MAJORSTREET / GENERAL PLANROAD.PHASE 2 SHALL BEDESIGNATED FOR EB OR NBBASED ON THE ORIENTATIONOF THE MAJOR STREET /GENERAL PLAN ROAD ORAS DIRECTED.

MINORSTREETMAJOR STREET
NORTH

BIKEDETECTION

ADVANCEDETECTIONMID DETECTION

PRESENCEDETECTION
ADD ADDITIONALDETECTION ZONEWHEN CURB LANEIS 20' OR GREATER 12345678
7J5L7J5U 8J7L
6J2L6J2U1I1U1I1L6J3U6J3L4I7U4I6L4I6U
5J1L2I3U2I3L
5J1U2I2L2I2U
8J6U8J6L8J7U3I5L3I5U

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1208 (1 OF 2)STANDARD No.ADVANCED DILEMMA ZONEDETECTION DETAIL MAST ARM MOUNTEDDILEMMA ZONE DETECTORDETAIL A-1NOT TO SCALE DILEMMA ZONEDETECTOR (TYP.) UNIT
6" DRIPLOOPCOUPLINGWATERTIGHT 1" O.D.(MAX) PER CALTRANSSTANDARD PLANSES-7R DETAIL A3/4" (PERMANUFACTURERSRECOMMENDATIONS) METAL BANDINGMATERIALNEW DILEMMA ZONE DETECTOR CABLEPER CALTRANS STANDARD PLAN ES-7RAND PER MANUFACTURER'S STANDARDS.REFER TO CONSTRUCTION NOTE ONPLAN SHEETS FOR THE DETAIL CALLOUT.

LUMINAIRE MOUNTEDDILEMMA ZONE DETECTORDETAIL A-2NOT TO SCALE DILEMMA ZONEDETECTOR (TYP.) UNIT
3/4" (PER MANUFACTURERSRECOMMENDATIONS) METAL BANDING MATERIAL6" DRIP LOOPCOUPLING WATERTIGHT1" O.D. (MAX) PERCALTRANS STANDARDPLANS ES-7R DETAIL B

HANDHOLE

DILEMMA ZONE TYPICAL MOUNTINGNOT TO SCALE

EXISTING PULL BOXCABLE TO BETERMINATED ATTRAFFIC SIGNALCABINET PERMANUFACTURER'SSPECIFICATIONS SEE SHEET 2 OF 2 FOR DILEMMA ZONE BOUNDARIES AND EXTENSION LIMITS 387
20'40'60'80'100'120'140'160'180'200'220'240'260'280'300'320'340'360'380'400'420'440'460 0'
480
55 MPH DILEMMA ZONE 200'-445'TRIP LINE AT465'TRIP LINE AT425'50 MPH DILEMMA ZONE 185'-405'TRIP LINE AT385'45 MPH DILEMMA ZONE 165'-365'TRIP LINE AT345'40 MPH DILEMMA ZONE 145'-325'TRIP LINE AT300'35 MPH DILEMMA ZONE 130'-280'TRIP LINE AT260'30 MPH DILEMMA ZONE 110'-240'TRIP LINE AT220'25 MPH ZONE 90'-200'SETUP 1SETUP 2SETUP 3SETUP 5SETUP 6SETUP 7

STOPBAR
LOWER DZBOUNDARY(TYP.) UPPER DZ BOUNDARY(TYP.)
SETUP 4

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1208 (2 OF 2)STANDARD No.ADVANCED DILEMMA ZONEDETECTION DETAIL DILEMMA ZONE BOUNDARIES AND EXTENSION LIMITSPOSTED SPEEDLIMIT(MPH)LOWER BOUNDARY(FT)UPPER BOUNDARY(FT)TRIP LINE (±20')(FT)GREEN EXTENSION(S)552004454652.6501854054252.5451653653852.5401453253452.4351302803002.3301102402602.225902002202.1 388
1 NOTES1. ALL WORK AND MATERIALS SHALL CONFORM TO CURRENT CALTRANS STANDARD PLANSAND SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER.2. THE CITY ENGINEER OR HIS REPRESENTATIVE SHALL APPROVE THE EXACTLOCATION OF ALL CONDUIT AND PULL BOXES.3. NO SPLICING OF BACKBONE FOC WILL BE ALLOWED. SPLICES TO DISTRIBUTION FOC WILLONLY BE ALLOWED IN SPLICE CLOSURES AT THE TRAFFIC SIGNAL CONTROLLER CABINET.4. INSTALL 25 FT OF SLACK OF EACH FIBER OPTIC CABLE IN EVERY PULL BOX.5. FIBER OPTIC CABLE SHALL HAVE ITS OWN CONDUIT AND PULL BOXES SEPARATE FROM ALLOTHER CONDUCTORS.6. WITH NEW CABINET INSTALLATION, FIBER OPTIC SHALL HAVE ITS OWN CONDUITENTERING CABINET THROUGH THE FOUNDATION.1. FURNISH AND INSTALL 24" X 36" VAULT (SEE SHEET 3 OF 3) AND LID. (200 FT SPACING TYPICAL)PULL BOX NEEDS TO BE GROUTED WITH A DRAIN HOLE AND GROUNDING ROD.2. FURNISH AND INSTALL NEW 4 INCH SCHEDULE 80 PVC CONDUIT, WITH 45°SWEEPS INTO PULL BOXES AS APPROVED BY THE CITY ENGINEER3. FURNISH AND INSTALL FIBER OPTIC CABLE AS DIRECTED BY CITY ENGINEER.4. FURNISH AND INSTALL TRACE WIRE AND ORANGE DETECTABLE WARNING. SEE SHEET 2 OF 3. 4 12344
234
14 234
14 2
2 2
2OR DESIGNATED REPRESENTATIVE. SEE SHEET 2 OF 3.

7. CONDUITS SHALL BE INSTALLED TO A MINIMUM DEPTH OF 42" BELOW NATIVE GRADE.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1209 (1 OF 3)STANDARD No.FIBER OPTICCABLE DETAIL 389
STANDARD NO. 818
E) 1 SACK SLURRY CEMENT CONCRETE. TOP 4" MINIMUM SHALL BE MEDIUM TO DARK RED COLOR:TELETRACE, VIKAMATIC OR APPROVED EQUALD) 6" ORANGE DETECTABLE WARNING TAPE MARKED "CAUTION FIBER OPTIC LINE BURIED BELOW",C) TRACE WIRE #8 AWG BARE EXTENDED EACH END INTO VAULTS, BOXES ETC.B) INSTALL (3) 1.25" O.D. SMOOTH SCH. 40 OSP. (HDPE) INNERDUCTS IN BOTTOM 4" CONDUITJOINTS & ABOUT EVERY 7 FEETA) CARLON SNAP-LOC DUCT SPACING SYSTEM OR APPROVED EQUAL. SPACING @ CONDUIT LM SCOFIELD COMPANY; ORANGE CHROMIX; DAVIS COLORS OR APPROVED EQUALNOTE: BOTTOM 2-4" PVC CONDUIT RESERVE FOR CITY USEF) INSTALL 4" DIA. SCH. 80 PVC FIBER OPTIC CONDUIT NOTES:
3"
BEDDING AND BACKFILLCONCRETE SLURRY12" MIN.30" MIN.PER CITY OF EASTVALEDC FΛ B
E

TRENCH DETAILCITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

1. VAULT DIMENSIONS ARE APPROXIMATE.GENERAL NOTES:

EQUAL SHALL BE GROUNDED TO A GROUNDING4. THE GALVANIZED STEEL LIDS OR APPROVED SPLICE CLOSURES.OTHER INTERSECTIONS THAT CONTAIN3. 24" X 36" VAULTS SHALL BE USED AT ALLMULTIPLE DIRECTIONS.CLOSURES AND WHERE FIBER CROSSES ININTERSECTIONS THAT CONTAIN SPLICE2. 30"X60" VAULTS SHALL BE USED ATMANUFACTURER'S BUILD SPECIFICATIONS.CONTRACTOR SHALL PROVIDE VAULT PER ROD WITHIN THE PULLBOX.

MIN. 36"EXTENSIONS
GALVANIZED STEEL LID OR APPROVED EQUAL WITH NOTE: VAULT MUST HAVE EXTENSIONS ANDRAISED WELD "CITY OF EASTVALE COMMUNICATIONS".30"X60" VAULTN.T.S. 24" X 36" VAULTN.T.S.

EXTENSIONS
MIN. 60"MIN. 30"
MIN. 36"MIN. 24"
MIN. 36"1 1/2"
GALVANIZED STEEL LID OR APPROVED EQUAL WITH NOTE: VAULT MUST HAVE EXTENSIONS ANDRAISED WELD "CITY OF EASTVALE COMMUNICATIONS".VAULT DETAILSCITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

PAVEMENT MARKINGWORD SPACINGAHEADAHEADSIGNALSIGNAL
29SPEEDSPACING25 MPH30 MPH35 MPH40 MPH45 MPH50 MPH32'40'48'56'64'72'80' 50'
329
2238L39 3937B

TYPE IV(L) ARROWTYPE IV(R) ARROWBIKE LANE SYMBOLD W/ ARROW 3912L3939A
PM
39A
ECR
ECRXY
LEGEND:
# #LINSTALL 100'- 6" WHITE LEAD-IN LANE LINEWITH 5-TYPE G RPM @ 25' OC, 2" FROM RIGHTEDGE OF STRIPE IN DIRECTION OF TRAVELLLINSTALL 12" WHITE LINE LIMITPER CALTRANS STD PLAN A24EPMINSTALL PAVEMENT MARKINGS ASSHOWN, UNLESS NOTED OTHERWISERMREMOVE CONFLICTING TRAFFICSTRIPES, PAVEMENT MARKERSAND/OR PAVEMENT MARKINGSXWINSTALL 12" CROSSWALK STRIPESPER CALTRANS STD PLAN A24F,WHITE UNLESS NOTED OTHERWISE TYPICAL 3' BUFFERWITH 6" DIAGONALHATCHING STRIPES
SHOW BOTH CURB FACEAND EDGE OF GUTTERON STRIPING PLANOR12 INSTALL 2ND ARROWIN MIDDLE WHENPOCKET LENGTH IS150' OR LONGER INSTALL STRIPING TYPE PER CALTRANSSTD PLAN NUMBER AS SHOWN.STRIPING CONSTRUCTION NOTES:
37B100' TYPICAL; 200' WHENAPPROACHING GENERALPLAN ROAD
NOTE:PAVEMENT MARKINGS SHALL BEINSTALLED USING THERMOPLASTICMATERIAL UNLESS NOTED OTHERWISE.SPACINGPERTABLE 250'120' REVERSE CURVE180' RC FOR DUALLEFT-TURNS
> 55 MPH_
38A100'
@ 40' OC

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1210STANDARD No.STRIPING DETAILS ANDCONSTRUCTION NOTES 392
5-FEET FROM FLOWLINETO INSIDE EDGE OF
CROSSWALKS SHALL BE THERMOPLASTIC.THERMOPLASTIC SHALL BE MINIMUMTHICKNESS (0.06-INCH MINIMUM) PER THE LATESTCALTRANS STANDARD SPECIFICATIONS OR TO THE1.2.NOTES:

SCHOOL CROSSWALKS SHALL BE PAINTED YELLOW.3.HIGH VISIBILITY CROSSWALKS MAY BE REQUIRED AT4.THE DIRECTION OF THE CITY ENGINEER. 10'
10'
12-INCH SOLID WHITE
12-INCH SOLID WHITE(SEE NOTE #3)
Δ/2
SATISFACTION OF THE CITY ENGINEER.

CROSSWALK DETAIL4' MIN.

WHITE OR YELLOW3'2'THERMOPLASTIC10' MIN.12" WHITESTOP BAROR LIMIT LINE

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1211STANDARD No.CROSSWALK PLACEMENT & DETAIL 393
CL
NOTES:1. ALL LETTERS AND STOP BAR WILL BE IN THERMOPLASTIC AND IN CONFORMANCE WITH THE STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS APPROVED BY CALTRANS STANDARD PLANS (LATEST EDITION). LETTERS WILL BE 8' IN HEIGHT, OR AS REQUIRED BY THE PUBLIC WORKS DIRECTOR.2. ONE STOP LEGEND SHALL BE INSTALLED IN EACHTRAVEL LANE.3. SEE STANDARD PLAN 1226 FOR STOP SIGN INSTALLATION. 6 8'±
8'8"
4'2'
12' OR OTHERWISEDIRECTED IN FIELD
R/W NOTE 3

SEE CROSSWALK DETAIL
5'
CL
8'2'
10' OR OTHERWISEDIRECTED IN FIELD(4' MIN. - 30' MAX.)
R/W5'

WITH CROSSWALK

WITHOUT CROSSWALK

STOP BAR

CURB LINE EXTENDED

CURB & GUTTER

CURB LINE EXTENDED

CURB & GUTTER
12" WHITE STOP BAR

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1212STANDARD No.STOP BARPLACEMENT 394
NOTES:1. THE REFLECTOR USED ON BACK OF DELINEATORSHALL BE ONE 3" SQUARE REFLECTIVE SHEETINGON CLASS 1 DELINEATOR AND ONE STANDARDREFLEX REFLECTOR ON CLASS 2 DELINEATOR.2. THE TYPE OF REFLECTORIZATION AND THE CLASS OFDELINEATOR TO BE INSTALLED WILL BE DESIGNATEDON THE PLANS AS E-1, F-2, ETC.

FLEXIBLE POST
MIN DELINEATOR POSITIONINGCLASS 1CLASS 2METAL POSTDELINEATORS 3" MIN3 1/2"
11/2" MAX
24"
12"
48" 12' MAX
18"
TRAVELED WAYPAVEDSHOULDER2' TO 6'SURFACE MOUNTPOST, SEE NOTE 62 1/4" MIN WHITEEDGE OF MIN 3" x 12"RETROREFLECTIVESHEETING, SEETABLE 1

TYPEEFGFRONTBACKI
RETROREFLECTIVE COLORWHITEWHITEYELLOWYELLOWNONENONEWHITE (SEE NOTE 1)YELLOW (SEE NOTE 1)

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1213STANDARD No.DELINEATORS 395

LANE LINES
ADHESIVERETROREFLECTIVEBLUE 2-WAYMARKER

PAVEMENT

FIRE HYDRANT
FIRE DEPARTMENT WILL PROVIDE LOCATION(S) FOR ALL MARKERS IN PRIVATE RESIDENTIAL DEVEL0PMENTS, COMMERCIAL LOTS, AND ALL OTHER AREASOUTSIDE OF PUBLIC RIGHT OF WAYMARKERS MUST BE INSTALLED AT ALL NEW AND RELOCATED FIRE HYDRANTS AND WITHIN ALL RESURFACING PROJECTSFOR STREETS WITH0UT LANE LINES OR STREETS WITH RAISED PAVEMENT MARKERS AND NO PAINTED LANE LINES, INSTALL MARKERS ON CENTELRINEOR IN LINE WITH EXISTING MARKERS SHALL BE BLUE 2-WAY RETROREFLECTIVE WITH GLASS FACES OR 3M 290 SERIES OR EQUAL.PER MANUFACTURER'S SPECIFICATIONS.MARKERS WITH RETROREFLECTIVE SURFACES FACING ONCOMING VEHICLES AND OFFSET 6" FROMCLEAN AND DRY PRIOR TO INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS INSTALLLANE LINES.MARKERSSURFACES DETAIL "A"
NOTES: DETAIL "B"
LEGEND
6"
CURB
MARKER (DETAIL "A")6''

ADHESIVE

1.2.3. CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1214STANDARD No.FIRE HYDRANT PAVEMENTMARKER LOCATION 396

FRONT VIEWSIDE VIEW
2" PERFORATEDSQUAREPOSTTYPE 1-ASTANDARD
12" VEHICLE SIGNALHOUSING WITHBACKPLATE, VISORAND 12" AMBER LEDSIGNAL

SOLAR PANEL ANDENGINE PER MANUFACTURERSPECIFICATIONS
TYPE 1-A STANDARDFOUNDATION PERCALTRANS STANDARDPLAN ES-7B DETAIL A-1 SIGN MOUNTINGPER CALTRANSSTANDARD PLAN RS4

FINISHED GRADE OREXISTIGN GROUND
2" PERFORATED SQUAREPOST ANCHOR PER CITYSTANDARD NO. 1222 14'-0"
1'-10"
11"
7'-0" MIN

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1215STANDARD No.SOLAR POWEREDFLASHING BEACON 397
TYPE 1-ASTANDARDEXISTING GROUND

FRONT VIEWSIDE VIEW
14'-0"7' MIN

LED RADAR SPEEDFEEDBACK MESSAGEDISPLAY PER CITYSPECIFCATIONSDISPLAY ANDBATTERY SYSTEMMOUNTING PERMANUFACTURERRECOMMENDATIONS

SOLAR PANEL(S)PER MANUFACTURERSPECIFICATIONS
SOLAR POWERBATTERY SYSTEMPER CITYSPECIFICATIONSSUPPLEMENTAL SIGNWHEN REQUIRED;SIGN MOUNTING PERCALTRANS STANDARDPLAN RS4 FOUNDATION PERCALTRANS STANDARDPLAN ES-7B DETAIL A-1

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1216STANDARD No.SOLAR POWERED RADARSPEED FEEDBACK SIGN(LOCAL ROAD) 398
LIMONITE AVEMULAN STWHITE HIGH INTENSITYPRISMATIC (HIP)REFLECTIVE LETTERSON GREEN (HIP) SHEETINGSEE STANDARD No. 1222FOR SIGN POST INSTALLATIONSIDEWALKCOMPACTED EARTH 7" 48"

4.5"*

FOR STREET NAME SIGN LOCATIONS,
NOTES:SIGN PLATES (5052-H38 ALUMINUM ALLOY MATERIAL)2" SQ x 12" CAST ANODIZED ALUMINUM POST CAPWITH SIX 3/8" ALLEN HEAD STAINLESS STEEL SETSCREWS TO FIT 0.240" SIGN BLANKCENTER CROSS SADDLE SHALL BE 12" ONE-PIECECAST ANODIZED ALUMINUM WITH FOUR 3/8"STAINLESS STEEL ALLEN HEAD SET SCREWSTO FIT 0.240" SIGN BLANK

ABC LIMONITE AVE
A
B

CA(ONE PIECE)
CL
(ONE PIECE)MULAN ST

FHWA SERIES BFONT
LETTER SIZING AND SPACING SHALLMEET FHWA SPACING GUIDELINES.MINOR VARIATIONS AS APPROVEDBY ENGINEER.CLEARANCE7.0' MIN 2"1.5" 2"

EXTRUDED BLADE, DOUBLE SIDED
SEE STANDARD NO. 12214.5"
9"0.240"
SIGNCROSS-SECTION0.080"0.75"RADIUS

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1220 (1 OF 2)STANDARD No.STREET NAME SIGN(PUBLIC STREET) 399
BRYCE DRWHITE HIGH INTENSITYPRISMATIC (HIP)REFLECTIVE LETTERSON BROWN (HIP) SHEETINGSEE STANDARD No. 1222FOR SIGN POST INSTALLATIONSIDEWALKCOMPACTED EARTH 6" 30"
9"0.240"
*

ABC BRYCE DR
A
B

CA(ONE PIECE)

SIGNCROSS-SECTIONCL
(ONE PIECE)BRYCE DR

FHWA SERIES BFONT
LETTER SIZING AND SPACING SHALLMEET FHWA SPACING GUIDELINES.MINOR VARIATIONS AS APPROVEDBY ENGINEER.CLEARANCE7.0' MIN

0.080"

EXTRUDED BLADE, DOUBLE SIDED
SEE STANDARD NO. 1221
9"

0.75"RADIUS

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1220 (2 OF 2)STANDARD No.STREET NAME SIGN(PRIVATE STREET) 400
OF 24" FROM FACE OF CURBSTREET NAMES POST TO BE A MIN. 5'

USE EQUIVALENT EXCEPTIONS

ACCESSIBLE RAMP (TYP)

AS APPROVED BY THE PUBLIC WORKS DIRECTOR
SEE SHEET 2 FOR CORRECT CORNER LOCATION BASED ON STREET CLASSIFICATION SecondarySecondaryPrimaryPrimary
PrimaryPrimarySecondarySecondary
Secondary
PrimarySTREET NAME POST TO BE 24"FROM FACE OF CURB
NORTH or EAST

LOCATE SECONDARY STREET NAME SIGNON THE BOTTOM

LOCATE SECONDARY STREET NAME SIGNON THE BOTTOM
NOTE: STREET NAME SIGNS FORINTERSECTING SECONDARY STREET DONOT SHOW ADDRESS BLOCK NUMBERSPRIMARY AND SECONDARY STREETS,AND ABOVE, DO SHOW ADDRESSSTREET NAMES SIGNS FOR INTERSECTINGBLOCK NUMBERS

CURB RETURN (TYP)

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1221 (1 OF 2)STANDARD No.STREET NAME SIGNLOCATION 401
PATTERNS BY THE CITY ENGINEER.THE THROUGH STREET WILL BE BASED ON EXAMINATION OF NEIGHBORHOOD STREETAT THE INTERSECTION OF 2 LOCAL STREETS, THE STREET CONSIDERED TO BEVS.VS.VS.CUL-DE-SACLOCALCOLLECTORSECONDARYLOCALCOLLECTORARTERIALPRIMARYWHICH STREET IS MORE IMPORTANT: E.G.: (THE WIDER STREET IS THE PRIMARY STREET)THE TERMS "PRIMARY" AND "SECONDARY" STREETS ARE INTENDED TO DENOTE

SECONDARYSTREETPRIMARYSTREET

PRIMARYSTREETPRIMARYSTREET

ALWAYS LOCATE STREET NAME SIGN ON APPROACHINGNEAR SIDE OF NORTHEAST CORNER AND SOUTHWEST

SECONDARY

SECONDARYSTREETSTREET
CORNER. EXCEPTIONS AS APPROVED BY PUBLICDIRECTION. EXCEPTIONS AS APPROVED BY PUBLICNEAR SIDE OF PRIMARY STREET-REGARDLESS OF STREETPRIMARY & PRIMARY INTERSECTIONPRIMARY & SECONDARY INTERSECTION

SECONDARY & SECONDARY INTERSECTION

PRIMARYSTREETSECONDARY
"T" INTERSECTIONS
STREET
WORKS DIRECTOR.FOR EXACT PLACEMENTSEE STANDARD 816-1
SEE SHEET 1FOR EXACT PLACEMENT
ALWAYS LOCATE STREET NAME SIGN ON APPROACHINGWORKS DIRECTOR.SEE SHEET 1FOR EXACT PLACEMENT FOR EXACT PLACEMENTSEE SHEET 1
SEE SHEET 1FOR EXACT PLACEMENTFOR EXACT PLACEMENTSEE SHEET 1

KNUCKLE
ALWAYS LOCATE STREET NAME SIGN ON APPROACHINGNEAR SIDE OF NORTHEAST CORNER . EXCEPTIONSEXCEPTIONS AS APPROVED BY PUBLICWORKS DIRECTOR.ALWAYS LOCATE STREET NAME SIGN ON APPROACHINGNEAR SIDE OF THROUGH STREET . EXCEPTIONSEXCEPTIONS AS APPROVED BY PUBLICWORKS DIRECTOR.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

GROUNDAACORE DRILLCONCRETE

UNIVERSALHEAD DRIVERIVET
RIVET LOCATIONSSEE NOTE 6 ONSHEET 2 OF 2
TYPICAL INSTALLATIONTHROUGH CORED CONCRETETYPICALINSTALLATIONTHROUGHDIRT2-1/2" x 2-1/2" x 18"PERFORATED SLEEVE(12 GAUGE) 2" x 2" x 10', SIGN POSTOR 2" x 2" x 12'OR 2" x 2" x 14'(12 GAUGE) 30" ANCHOR (WHEN THROUGH CONCRETE)6" MIN

0.750"

0.375"

0.500"
ANCHOR
2-1/4" x 2-1/4" x 30" ANCHOROR 2-1/4" x 2-1/4" x 36"(12 GAUGE) 4" ABOVE

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1222 (1 OF 2)STANDARD No.SIGN POSTINSTALLATION 403

1.2.3.4.5.6.7.8.9.10.11.12.13. NOTES:SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, "TELESPAR", SHALLBE USED FOR ALL TRAFFIC CONTROL AND INFORMATIONAL SIGNS WITHIN ROAD RIGHT OF WAY.THE NUMBER OF POSTS REQUIRED FOR SIGN INSTALLATION SHALL BE DETERMINED BY THE AREA OFTHE SIGN OR COMBINATION OF SIGNS TO BE INSTALLED. A SINGLE POST SHALL BE USED WHEREBOTH THE LENGTH AND WIDTH ARE 48" OR LESS. DOUBLE POSTS SHALL BE USED WHERE EITHER THELENGTH OR WIDTH EXCEEDS 48".SIDEWALK) OR 36" (THROUGH SOIL) ANCHOR WITH A 2 1/2" SQUARE BY 18" SLEEVE. ALL SLEEVES ANDANCHORS SHALL BE 12 GAUGE.ALL DIRT SHALL BE REMOVED FROM THE INSIDE TOP 6" MINIMUM OF THE ANCHOR ASSEMBLY TOALLOW FOR THE INSTALLATION OF THE SIGN POST.INSTALL 2" SQUARE SIGN POST MINIMUM 6" INTO THE ANCHOR ASSEMBLY AND SECURE IN PLACEINSTALLATION ACCORDING TO THESE REQUIREMENTS IS ESSENTIAL TO MAINTAIN BREAKAWAYSEE STANDARD No's. 1220 AND 1221 FOR PLACEMENT OF SIGN POST.ALL ANCHOR ASSEMBLIES SHALL BE CORE DRILLED THROUGH CONCRETE AND ASPHALT.ALL SIGNS ATTACHED TO PERFORATED POSTS SHALL HAVE ZINC COATED OR STAINLESS STEELALL REGULATORY, WARNING AND GUIDE SIGNS INSTALLED SHALL BE 0.080 INCHES IN THICKNESS.ALL SIGNS 36" OR LARGER SHALL BE INSTALLED WITH BACK BRACES SPECIFICALLY DESIGNED FOR 2"SQUARE PERFORATED POSTS. (2" RISE)IN SOME INSTANCES CONCRETE FOUNDATION MAY BE REQUIRED TO ENSURE PROPER STABILITY,THIS OPTION IS TO BE USED AT THE DISCRETION OF THE CITY ENGINEER OR DESIGNEE.

WASHERS BEHIND THE RIVET THAT ARE LARGER THAN THE HEAD OF THE RIVET.

CHARACTERISTICS OF THE POST SYSTEM.WITH TWO 3/8" DRIVE RIVETS AS SHOWN. THE RIVETS SHALL BE INSTALLED ON THE SIDE FACINGTRAFFIC FLOW AND THE SIDE OF APPROACHING TRAFFIC AS SHOWN IN ORDER TO ACHIEVE THEMAXIMUM BREAK-AWAY EFFECT.

THE ANCHOR AND SLEEVE ASSEMBLIES SHALL BE DRIVEN SIMULTANEOUSLY UNTIL ONLY 4" REMAINSABOVE GROUND LEVEL.THE 2 PIECE ANCHOR AND SLEEVE ASSEMBLY SHALL CONSIST OF A 2 1/4" SQUARE BY 30" (THROUGH

14.ALL POLES SHALL BE GALVANIZED.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

ABBREVIATE STREET SUFFIX
G7-2(CA), ADVANCE STREET NAME SIGN8" UC / 6" LC SERIES E(M) FONTS, VAR X 24" 14', 2"-SQUAREPERFORATED STEEL POST
PERFORATED STEELPOST ANCHOR PERSTANDARD 1222
INSTALL A SECOND 2"-SQUAREPERFORATED STEEL POST WHENTHE ADVANCE STREET NAMESIGN IS 60" OR WIDER, OR ASDIRECTED BY THE ENGINEER

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1225STANDARD No.ADVANCESTREET NAME SIGN 405
7'-0"
6"MIN
SETBACK(SEE TABLE)ALT. SIGN LOCATIONSTD. SIGN LOCATION
STD. SIDEWALK WIDTHALT. SIDEWALK WIDTH1.STOP SIGNS ARE REQUIRED FOR TRAFFIC CONTROL ON ALLLOCAL STREETS INTERSECTING WITH DESIGNATED "THROUGHSTREETS", EXCEPT WHERE CONTROL IS BY A TRAFFIC SIGNALSYSTEM OR WHERE APPROVED BY THE CITY ENGINEER.2.STOP BARS AND "STOP" LEGEND SHALL BE PAINTED INCONJUNCTION WITH ALL STOP SIGNS INSTALLED ON STREETSINTERSECTING WITH SECONDARY AND MAJOR ARTERIALS.REFERENCE CITY STANDARD No. 1212.3.THE POST, SHALL BE SECURED TO THE ANCHOR ASSEMBLYBY TWO-3/8" DRIVE RIVETS ABOVE THE SURFACE. NO"BOLT-THROUGH" SECURING METHODS WILL BE ALLOWED.

NOTES:

STOPCURB ANDSIDEWALKSIDEWALKWIDTHSETBACKCONTIGUOUSCONTIGUOUSSEPARATE6' OR LESSMORE THAN6'6" BEHINDSIDEWALK2' BEHINDCURBFACE2' BEHINDCURBFACE

SETBACK TABLE
4' MIN PEDCLEARANCEREQUIRED. 5'PREFERRED
SEE STANDARDNO. 1222.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1226STANDARD No.STOP SIGNINSTALLATION 406
25' - 27'
7' MINIMUMID TAG(SEESTD NO.1000)
BANDIT - 206 STAINLESS STEEL 3/4" OR 19.05mm WIDTH 0.030" OR 0.76mm THICKNESSBRACKET - BANDIT, D021 STAINLESS STEEL BOLT AND WASHER FLARED LEG STAINLESS STEEL.BUCKLES - BANDIT, C256. EAR LOCKED TYPE 201 STAINLESS STEEL 3/4" OR 19.05mm.BOLTS - 1" X 5/16" COARSE THREAD STAINLESS STEEL.WASHERS - ALL SIGNS SHALL BE INSTALLED WITH 5/16" ZINC COATED WASHERS LARGER THAN THE HEAD OF THE BOLT. ANY SIGN 24" OR LARGER SHALL BE INSTALLED WITH WASHERS NO LESS THAN 1" OUTSIDE DIAMETER ANY SIGN 30" OR LARGER SHALL BE INSTALLED WITH WASHERS NO LESS THAN 1-1/2" OUTSIDE DIAMETER (FENDER WASHER). 5POST
SIGN
SIGNNOTES:1.THE MINIMUM VERTICAL CLEARANCE SHALL BE 7' TO THEBOTTOM OF THE LOWEST SIGN ON THE MARBELITE.2.THE SIGN SHALL BE BANDED TO THE FLAT SURFACE OF THEMARBELITE THAT BEST ACCOMMODATES A 90 DEGREE ANGLETO ON COMING TRAFFIC UNLESS OTHERWISE SPECIFIED.3.THE BAND SHALL BE TIGHTENED TO A POINT AT WHICH IT DOESNOT BREAK, YET PREVENTS MOVEMENT BY HAND OF THE SIGN,BAND, OR BRACKET.4.ALL SIGNS BEING BANDED TO MARBELITE SHALL HAVE NO LESSTHEN 2 BANDS (UPPER AND LOWER). ANY SIGN LARGER THAN36" SHALL HAS NO LESS THAN 3 BANDS (UPPER, LOWER, ANDMIDDLE)5.UNDER NO CIRCUMSTANCES SHALL THE BANDS COVER THEIDENTIFICATION TAG ON THE MARBELITE. 4321

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

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APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1227STANDARD No.STREETLIGHT POLESIGN INSTALLATION 407
CL

CONDUITSZONE
SEE PLAN VIEW2'-0" MIN1'-4"MIN
1" MIN(SEENOTE 12)
1'-6" MIN(SEE NOTE 16A)1'-0" MIN
FACE OF GUTTER(SEE NOTE 8)

BOTTOMOF TRENCH
GRIND AND CAP2" DEEPEXIST.ASPHALTCONCRETEPAVEMENTTHICKNESSVARIES FIRSTINSTALLEDCONDUITEXISTINGBASENATIVEMATERIAL1" MIN TO 2"MAX WIDTH CEMENT SANDSLURRY (2500 PSI)

EXISTING CURBAND GUTTER NEW ASPHALTCONCRETEPAVEMENT

TACKCOAT
TYPICAL MICRO-TRENCH SECTIONGENERAL1.MICRO-TRENCHING SHALL ONLY BE USED TO INSTALL TELECOMMUNICATION CONDUITS.2.MICRO-TRENCHING SHALL NOT BE ALLOWED IN CONCRETE PAVED STREETS, NOR SIDEWALKS, PARKWAYS, CURBS ANDGUTTERS.3.THE CONTRACTOR SHALL IDENTIFY ALL EXISTING UTILITIES, INCLUDING SERVICE CONNECTIONS IN THE FIELD. THECONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT LEAST 48 HOURS PRIOR TO START OFWORK AT 8-1-1 OR TOLL-FREE AT 1-800-422-4133. THE CONTRACTOR SHALL FURTHER SUPPLEMENT THE FINDINGS OFU.S.A. TO DETERMINE THE EXACT LOCATIONS AND DEPTHS OF ALL UTILITIES BY USING A MOBILE GROUNDPENETRATING RADAR SYSTEM. THE CONTRACTOR SHALL POTHOLE ALL CROSSING UTILITIES AND PARALLEL UTILITIESWITHIN 18-INCHES OF THE PROPOSED ALIGNMENT TO A DEPTH OF 6-INCHES BELOW THE BOTTOM OF THEMICRO-TRENCH, TO DETERMINE THE EXISTING UTILITY ALIGNMENT AND ELEVATION. POTHOLES SHALL BE IMMEDIATELYBACKFILLED AND COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS OR RESTORED AS DIRECTED BY THEENGINEER.4.IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE INSPECTOR, ENGINEER ANDUTILITY OWNER TO PERFORM THE REPAIRS PROMPTLY ACCORDING TO THEIR REQUIREMENTS AND PER ASSOCIATEDCITY PERMITS.5.THE FOLLOWING ITEMS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER FOR APPROVAL:A.PROVIDE A DETAILED SITE PLAN PER THE LATEST EXCAVATION "U" PERMIT CHECKLIST FOUND IN THEDEVELOPMENT SERVICES PROCEDURES MANUAL WHICH SHALL INCLUDE THE DISTANCES OF MICRO-TRENCH ANDEDGES OF GRIND AND CAP TO FACE OF GUTTER, CURB, CONCRETE PAVEMENT OR STRUCTURE AS APPLICABLE.B.A TYPICAL MICRO-TRENCH DETAIL THAT INCLUDES THE FOLLOWING INFORMATION:(1)THE MAXIMUM ASPHALT CONCRETE (AC) ROADWAY THICKNESS, BASE, DEPTH AND WIDTH OFMICRO-TRENCH, DEPTH OF TOPMOST CONDUIT, AND BACKFILL MATERIAL.(2)AC REINSTATEMENT INCLUDING WIDTH AND DEPTH OF GRIND AND CAP.C.DETAIL SHOWING CONDUIT FROM MAIN MICRO-TRENCH ALIGNMENT TO LATERAL SURFACE CONNECTIONSINCLUDING TO ANY JUNCTION/PULL BOX. INCLUDE SPECIFIC INFORMATION OF DEPTH, SIZE, AND METHOD OFEXCAVATION BELOW EXISTING CURB AND GUTTER.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

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APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL 1228 (1 OF 3)STANDARD No.MICRO-TRENCHING 408
NOTES: (CONTINUED)D.CUT SHEETS OF THE PROPOSED EQUIPMENT PARTICULARLY SUITABLE FOR MICRO-TRENCHING, INCLUDING:(1)MICRO-TRENCHER CAPABLE OF MEETING TARGET DEPTH AND WIDTH IN A SINGLE PASS WITH AN INTEGRALHOOD AND ASSOCIATED VACUUM SYSTEM. SELECTION OF CUTTING WHEEL SHALL BE SUCH THAT ITMINIMIZES DAMAGE TO THE ADJACENT AC SURFACE.(2)MOBILE CONCRETE/SLURRY PLACEMENT WITH AN ON-BOARD VIBRATOR AND NARROW TROUGH TO MATCHMICRO-TRENCH WIDTH.(3)MOBILE GROUND PENETRATING RADAR SYSTEM THAT IS CAPABLE OF LOCATING BOTH METALLIC ANDNON-METALLIC PIPES AND CABLES TO A DEPTH OF 24-INCHES.E.OTHER SITE SPECIFIC ITEMS AS REQUIRED BY THE ENGINEER.LIMITS OF REMOVALS, TRENCH WIDTH, AND LOCATION6.THE MICRO-TRENCH SHALL BE CONSTRUCTED WITH CONTINUOUS UNIFORM STRAIGHT AND NEAT EDGES.7.MICRO-TRENCH ALIGNMENTS SHALL CONSIST OF RUNS PARALLEL TO THE CENTERLINE OF THE STREET. STREETCROSSING MAY BE DONE PROVIDED THE ALIGNMENT IS PERPENDICULAR TO THE STREET CENTERLINE TO THE EXTENTPOSSIBLE.8.THE EDGE OF THE MICRO-TRENCH SHALL BE A MINIMUM OF 24-INCHES FROM THE EXISTING FACE OF THE GUTTER,EXISTING CONCRETE STRUCTURE, OR CURB IF GUTTER IS NOT PRESENT.9.THE MICRO-TRENCH WIDTH SHALL BE A MINIMUM OF 1-INCH AND A MAXIMUM OF 2-INCHES.10.MICRO-TRENCHING MAY BE PERMITTED UPON THE ENGINEER'S DISCRETION ON SPECIAL PAVEMENTS SUCH ASDECORATIVE ASPHALT PAVING, AND THROUGH EXISTING IMPROVEMENTS SUCH AS PERPENDICULAR TO SPEED BUMPS.SPECIAL PAVEMENTS AND EXISTING IMPROVEMENTS SHALL BE RESTORED IN KIND AS APPROVED BY THE ENGINEER.HOWEVER, MICRO-TRENCHING THROUGH EXISTING CURB, GUTTER, CROSS GUTTER, BUS PAD, SIDEWALK, FLOATINGCURB EXTENSION, BUS BULB, TRUCK PILLOW, RAISED CROSSWALK, ISLAND, MINI-ROUNDABOUT, OR SIMILAR ELEMENTSIS NOT PERMITTED.11.UP TO TWO (2) VERTICALLY STACKED CONDUITS CAN BE PLACED WITHIN A MICRO-TRENCH.12.THE CONDUIT SHALL BE INSTALLED AT A MINIMUM DEPTH OF 12-INCHES BELOW THE EXISTING AC PAVEMENT SURFACE,AT LEAST 1-INCH BELOW THE BOTTOM OF THE AC PAVEMENT, AND THE BOTTOM OF THE MICRO-TRENCH SHALL BE AT AMINIMUM DEPTH OF 16-INCHES BELOW THE EXISTING AC PAVEMENT SURFACE.13.ANCHORS/SPACERS SHALL BE PLACED AT A MAXIMUM OF 10-FEET APART ALONG THE ALIGNMENT TO ENSURE THECONDUIT DOES NOT RISE FROM THE BOTTOM OF THE MICRO-TRENCH AND DOES NOT TOUCH THE WALLS OF THEMICRO-TRENCH DURING INSTALLATION.BACKFILL14.ALL MICRO-TRENCHES SHALL BE COMPLETELY BACKFILLED WITH A CEMENT SAND SLURRY 2500 PSI TO FINISH GRADEBY THE END OF THE WORK DAY.GRIND AND RESURFACE SECTION15.COMMENCEMENT OF SURFACE PREPARATION SUCH AS GRINDING/CHIPPING FOR ASPHALT CONCRETE PAVINGREPLACEMENT WILL OCCUR NO SOONER THAN 48 HOURS AFTER SLURRY BACKFILL OF TRENCH. FIELD CONDITIONS ORMATERIAL USED MAY NECESSITATE A LONGER WAIT AS DETERMINED BY THE INSPECTOR.16.AS SOON AS BACKFILL HAS CURED, NOT TO EXCEED 30 CALENDAR DAYS, ASPHALT CONCRETE SHALL BE GROUND ANDCAPPED AS FOLLOWS:A.EXISTING AC AND SLURRY BACKFILL SHALL BE GROUND DOWN 2-INCHES, FOR A WIDTH OF 18-INCHES BUT NOLESS THAN 6-INCHES FROM BOTH EDGES OF THE MICRO-TRENCH AND RESURFACED WITH CLASS C2 ASPHALTAND BINDER GRADE PER BROWNBOOK TABLE 302-5.1 (A). WHEN THE CAP LIMIT IS WITHIN 2-FEET OR LESS FROMTHE GUTTER FACE, CURB, SLAB OR STRUCTURE, THE CAP LIMIT SHALL EXTEND TO THAT ITEM.B.TACK COAT ALL EDGES WITH EITHER SS-1H EMULSIFIED ASPHALT OR PG 64-10 PAVING ASPHALT IMMEDIATELYBEFORE THE ADJOINING ASPHALT CONCRETE IS PLACED.C.WHERE ANGULAR CROSSING OR ANY LENGTH-WISE CUTS OF A BIKE LANE OCCUR BY MICRO-TRENCHING, THECAPPING LIMITS SHALL EXTEND THE FULL WIDTH OF THE BIKE LANE. PERPENDICULAR CROSSINGS MAY RECEIVETYPICAL CAPPING WIDTH PER NOTE 16.A. ABOVE. PAVEMENT MARKINGS SHALL BE RESTORED IN KIND. WHERE NOBIKE LANE MARKINGS EXIST, CONTRACTOR SHALL CONSULT WITH BOE AND LADOT TO DETERMINE LOCATION OFANY PLANNED BIKE LANES SO THAT IMPACT OF PAVEMENT SURFACE MAY BE AVOIDED.CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

NOT TO SCALE
APPROVEDMARKREVISION DESCRIPTIONJIMMY CHUNG, P.E.PREPARED UNDER THE SUPERVISION OF:xx/xx/xxREGISTEREDPROFESSIONALENGINEERSTATEOFCALIFORNIACIVIL MICRO-TRENCHING1228 (2 OF 3)STANDARD No. 409
NOTES: (CONTINUED)D.PAVEMENT SHALL BE LEVEL WITH ADJACENT ROADWAY ELEVATIONS AND SHALL PROVIDE A SMOOTH SURFACEPER GREENBOOK SECTION 302-5 AND SUBJECT TO ACCEPTANCE BY THE INSPECTOR.VAULTS AND SERVICE CONNECTIONS17.CONNECTION TO SERVICE LATERALS, JUNCTION BOXES, ETC., SHALL BE DONE SUCH THAT CURB AND GUTTER IS NOTDISTURBED, SETTLED OR DAMAGED. REMOVAL LIMITS OF SIDEWALK SHALL FOLLOW APPLICABLE STANDARDS ANDREQUIREMENTS AS APPROVED BY THE ENGINEER.18.THE USE OF HYDRO-JETTING IS NOT PERMITTED. TRENCHLESS METHODS SHALL NOT CREATE A VOID TWO TIMESGREATER THAN CONDUIT. VOID SHALL BE COMPACTED AND BACKFILLED WITH APPROVED CONTROLLEDLOW-STRENGTH MATERIAL (CLSM).IDENTIFICATION19.EACH MICRO-TRENCH SHALL BE IDENTIFIED WITH A METAL IDENTIFICATION TAG LISTING THE OWNER, YEAR OFCONSTRUCTION, AND INCLUDE THE WORDS “NOT A SURVEY POINT”. IF THE WORK IS MORE THAN 50 FEET IN LENGTH,PLACE THE TAG NEAR EACH END OF THE MICRO-TRENCH AND AT INTERVALS NOT TO EXCEED 50 FEET.ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION (SSPWC) "GREENBOOK".

E.STREETS UNDER A MORATORIUM AND/OR RECENTLY RE-SURFACED MAY HAVE INCREASED REPAIR LIMITS PER THETHE INSPECTOR.

CITY OF EASTVALEDIRECTOR OF PUBLIC WORKSDATEDATE

AGENDA STAFF REPORT

City Council Meeting

PUBLIC HEARINGS

Agenda Item No. 12.1
January 14, 2026
PLN25-20076 - Amendment to Sec-on 120.04.010 of the Eastvale Municipal Code as it pertains to Accessory Dwelling Units Prepared By:

David Murray, City Planner
Recommended Action(s)
Staff recommends that the City Council take the following actions:

1 .

Determine that the proposed Zoning Code text amendment is exempt from the California Environmental Quality Act ("CEQA") pursuant to Sec(on 15060(c)(3) of the State of California Guidelines for implementa(on of CEQA as it is not a project as deﬁned in Sec(on 15378 of the CEQA Guidelines; and
2 .

Introduce an ordinance en(tled: AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF EASTVALE, CALIFORNIA, AMENDING SECTION 120.04.010 (ACCESSORY DWELLING UNITS) OF THE EASTVALE MUNICIPAL CODE.

Summary
The proposed ordinance would amend the City's regula(ons related to Accessory Dwelling Units (ADUs) to comply with changes in state law since the last update to Sec(on 120.04.010 of the Eastvale Municipal Code in September 2024.

Background
Beginning in 2016, the California legislature began to pass a series of bills designed to encourage addi(onal small-scale housing produc(on by requiring jurisdic(ons throughout the State to meet requirements that would alleviate restric(ons on residen(al development. Over the subsequent ten years, there have been numerous addi(onal bills that expanded the ability to construct Accessory 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752 951.361.0900 |
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and Junior Accessory Dwelling Units (ADUs and JADUs) on both single-family and mul(- family properties.

During this (me, the City of Eastvale made incremental changes to the Municipal Code to maintain compliance with the ever-changing state mandates. However, the last update to Sec(on 120.04.010 of the Eastvale Municipal Code occurred in September 2024. Since then, there have been changes in state law related to ADUs resul(ng in the City's Municipal Code being out of compliance and subject to legal challenge. As such, staﬀ is bringing forward a proposal to amend the code to comply with current legislation.

The proposed changes that reﬂect current state legislature are included as redline/strikeout text in Attachment 1
and include the following:

1 .

Clariﬁca(on that new ADU and JADU permit applica(ons must be approved or denied within 60 days of receipt of a complete applica(on or concurrent with the approval of a building permit for a new single-family or multiple-family dwelling; 2 .

Clarification on city review and approval timelines;
3 .

Addition of appeal information for ADUs and JADUs that are denied by the city; 4 .

Clarification on applicable California Government Code sections related to ADUs and JADUs; 5 .

Revised language dis(nguishing "converted" ADUs as dis(nct from "aLached" and "detached ADUs;
6 .

Adds and clarifies a number of definitions;
7 .

Clariﬁes and consolidates language related to the loca(on and quan(ty of ADUs associated with multi-family dwellings;
8 .

Adds a waiver of impact fees on permit approvals of previously unpermitted ADUs constructed prior to January 1, 2020;
9 .

Adds language prohibi(ng the City from denying an applica(on for an ADU or JADU based on nonconforming zoning condi(on, building code viola(on or unpermiLed structures on the lot that does not pose a threat to the public health and safety and is not aﬀected by the construction of the ADU or JADU;
10 .

Adds language prohibi(ng the City from denying a permit for an exis(ng but unpermiLed ADU or JADU constructed before January 1, 2020 unless speciﬁc health and safety ﬁndings can be made; and
11 .

Other technical or clarifying changes as required.

The proposed changes are consistent with the General Plan goals, policies, and implementa(on programs. Speciﬁcally, Housing Element Strategy HE-1G provides the City will encourage the construc(on of accessory dwelling units by amending the Municipal Code to be consistent with current state law.

State law requires the City to submit a copy of its ADU ordinance to the California Department of Housing and Community Development (HCD) within 60 days aNer it is adopted. HCD will issue ﬁndings regarding compliance with State law. HCD has not issued formal guidance to date addressing how HCD interprets the new ADU laws to assist ci(es in draNing their new ordinances.

HCD may request additional revisions to the Ordinance after it completes its review.

Public Hearing Notification and Comment
12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
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The proposed amendment to the Zoning Code requires a one-eighth page no(ce of public hearing to be published in a local newspaper at least 10 days prior to the public hearing per state law. A no(ce of public hearing was published in the Press Enterprise on December 21, 2025 for the City Council hearing of January 14, 2026 (ALachment 4). No comments have been received as of the prepara(on of this staff report.

Environmental
This Ordinance is exempt from the California Environmental Quality Act (CEQA) review under the general rule exemp(on. The ordinance ensures compliance with state law by upda(ng the City's regula(ons for consistency. The adop(on if this amendment does not exceed what is statutorily allowed under exis(ng state law, and will not directly result in development or intensiﬁca(on of land use.

Strategic Plan Action - Priority Level: N/A
| Target #: N/A
| Goal #: N/A
Not Applicable
Fiscal Impact
There is no ﬁscal impact to the City associated with adop(on of this Zoning Code Amendment, as staﬀ (me to prepare this report and draN ordinance is included in the 2025/26 FY Community Development Department budget.

Prior City Council/Commission Action
The City Council previously adopted Ordinances 2018-05, 2020-03, 24-07 to amend Sec(on 120.04.010 of the Eastvale Municipal Code.

On November 19, 2025, the Planning Commission adopted Resolu(on 25-24 recommending that the City Council adopt a Zoning Ordinance Amendment of Sec(on 120.04.010 of the Eastvale Municipal Code to comply with state law.

Attachment(s)
Attachment 1 - 2025 ADU Ordinance - Redline

Attachment 2 - Draft Ordinance

Attachment 3 - PC Resolution 25-24

Attachment 4 - Public Hearing Notice

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4917-0078-4500 v2
Sec. 120.04.010. Accessory dwelling units.
(a) Intent. The intent of this section is to regulate accessory dwelling units in residential zoning districts consistent with state law. Implementation of this section is intended to expand housing opportunities for low- income and moderate-income or elderly households by increasing the number of rental units available within existing neighborhoods while maintaining the primarily single-family residential character of the area. (b) Applicability.
(1) Except as provided in Government Code Section 66323, an accessory dwelling unit or junior accessory dwelling unit shall not be established without first obtaining an accessory dwelling unit permit from the city. An accessory dwelling unit permit application shall be approved ministerially by the community development director or designee without discretionary review if it the ADU or JADU meets the definitions and criteria listed in this section and all other applicable zoning, building and health and safety codes. If the community development director or designee denies an application for an accessory dwelling unit permit they shall provide a full set of comments to the applicant with a list of deficiencies and a description of how they can be remedied within the time frames below for approval or denial of the application.
a. Existing developments. The permit application shall be acted on approved or denied within 60 days from the date the city receives a completed application if there is an existing single-family or multi-family dwelling on the lot. If the city does not approve or deny the applica�on within this �meframe the applica�on shall be deemed approved unless the applicant has requested a delay, in which case the deadline for approval or denial shall be tolled (suspended) for the period of the delay.
b. New developments. If the permit application is submitted with a permit application to create a new single-family or multi-family dwelling on the lot, the application shall be acted on approved or denied concurrently with the building permit for the new single-family or multi-family dwelling. c. For accessory dwelling units and junior accessory dwelling units that meet the requirements of Government Code 66323(a), including but not limited to size, height, setback, and access, an applicant may apply for a building permit directly without the need for an accessory dwelling unit permit. Such accessory dwelling units and junior accessory dwelling units are exempt from the standards listed in subdivisions (d) and (e) of this section 120.04.010 but must comply with the requirements of Government Code 66323(a)(1)-(4) and applicable building code. (2) The applicant for an accessory dwelling unit permit must be the owner of the property on which the accessory dwelling unit will be located. 414
4917-0078-4500 v2
(3) For the purposes of meeting the city's applicable Regional Housing Needs Allocation (RHNA) as contained in the adopted housing element, accessory dwelling units may be reported as new production of housing units.
(4) No other local ordinance, policy, or regulation shall be the basis for the delay or denial of an accessory dwelling unit permit under this section. (5) The city shall no�fy an applicant for an accessory dwelling unit permit whether their applica�on is complete or incomplete within ﬁ�een (15) business days a�er the city received the applica�on. If determined to be incomplete, the city shall provide the applicant with a list of incomplete items and a descrip�on of how the applica�on can be made complete concurrently with the determina�on of incompleteness. The city shall have ﬁ�een (15) business days to review any resubmital and determine whether the iden�ﬁed deﬁciencies have been cured. The city shall not require an applicant to provide any item that was not included in the ini�al determina�on of incompleteness.

If the city does not make a �mely determina�on of completeness or incompleteness for an applica�on or resubmited applica�on, the applica�on or resubmited applica�on shall be deemed complete.
(6) An applicant may appeal a determina�on that their applica�on for an accessory dwelling unit permit for an ADU or JADU is incomplete, and/or may appeal the denial of an accessory dwelling unit permit for an ADU or JADU, to the planning commission.

The applicant shall ﬁle a writen no�ce of appeal sta�ng the grounds therefore with the City Clerk within ten (10) days from the date of the determina�on that is the subject of the appeal accompanied with the appeal fee set by resolu�on of the City Council. A ﬁnal writen determina�on on the appeal shall be issued no later than sixty (60) business days a�er receipt of the applicant’s writen appeal unless the applicant agrees in wri�ng to an extension of �me.
(c) Definitions.
(1) "Accessory dwelling unit" or “ADU” means an attached or detached residential dwelling which provides complete independent living facilities for one or more persons and is located on a lot with a proposed or existing primary residence. It shall include permanent provisions for living, sleeping, eating, cooking, and sanitation on the same parcel as the single-family or multi-family dwelling is or will be situated. An accessory dwelling unit also includes the following: an efficiency unit, as defined in Section 17958.1 of the Health and Safety Code, and a manufactured home, as defined in Section 18007 of the Health and Safety Code.
(2) “Accessory Structure” means a structure that is accessory and incidental to a dwelling located on the same lot.
(3) "Attached" accessory dwelling means a unitan ADU that is or will be attached to or located within the existing or proposed primary dwelling, including new construction additions and conversions of existing space such as attached garages, storage areas or 415
4917-0078-4500 v2
similar uses, or the conversion of an existing accessory structure that is detached from the proposed or existing primary dwelling, including detached garages. (4) “Converted” accessory dwelling unit means an ADU that is or will be created by converting an existing accessory structure that is detached from an existing primary dwelling, including detached garages.
(45) "Detached" accessory dwelling unit means a unita new construction ADU that is or will be detached from the proposed or existing primary dwelling but is not a conversion of an existing detached accessory structure. n existing accessory structure. (56) "Junior accessory dwelling unit”" or “JADU” means an accessory dwelling unit that is no more than 500 square feet of interior livable space and contained entirely within a proposed or existing single-family residence. It may contain separate sanitation facilities or may share them with the primary dwelling. A junior accessory dwelling unit shall include an efficiency kitchen consisting of a cooking facility with appliances and a food preparation counter and storage cabinets that are of reasonable size in relation to the size of the junior accessory dwelling unit. (67) “Livable space” means a space in a dwelling intended for human habitation, including living, sleeping, eating, cooking, or sanitation.
(8) "Living area" means the interior habitable area of a dwelling unit, including basements and attics, but does not include a garage or any accessory structure. (79) “Objective standards” means standards that involve no personal or subjective judgment by a public official and are uniformly verifiable by reference to an external and uniform benchmark or criterion available and knowable by both the development applicant or proponent and the public official prior to submittal. (810) "Passageway" means a pathway that is unobstructed clear to the sky and extends from a street to one entrance of the accessory dwelling unit. (911) "Tandem parking" means that two or more automobiles are parked on a driveway or in any other location on a lot, lined up behind one another. (d) Development standards. No accessory dwelling unit permit application shall be approved for an accessory dwelling unit or junior accessory dwelling unit unless it complies with the following requirements:
(1) The lot is within a single-family or multi-family residential zone and includes a proposed or existing single-family or multi-family primary dwelling. a. One detached, new construction accessory dwelling unit may be permitted per lot with a proposed or existing single-family dwelling. b. One attached accessory dwelling unit or converted accessory dwelling unit may be permitted per lot with a proposed or existing single-family dwelling. 416
4917-0078-4500 v2
c. One junior accessory dwelling unit may be permitted per lot with a proposed or existing single-family dwelling.
d. For accessory dwelling units on lots with existing or proposed multi-family dwellings:

1. At least one attached accessory dwelling units may be permitted per lot with existing multi-family residential within the portions of the existing multifamily dwelling structure that are not used as livable space, including, but not limited to, storage rooms, boiler rooms, passageways, attics, basements, or garages. The total number of attached accessory dwelling units permitted on the lot shall not exceed 25 percent of the existing number of multi-family residential units on the lot.

2. Up to two eight detached accessory dwelling units are permitted per lot with an existing or proposed multi-family residentialdwelling, provided the number of accessory dwelling units does not exceed the number of existing units on the lot, and

3. uUp to two detached accessory dwelling units are permitted per lot with a proposed multi-family dwelling.
(2) The An total area of floor space of an attached or detached accessory dwelling unit that is not a JADU does not exceed the following sizes:
a. 850 square feet of interior livable space if the accessory dwelling unit has one bedroom or less; or
b. 1,000 square feet of interior livable space if the accessory dwelling unit has more than one bedroom.

(3) Home occupations which involve storage or materials or inventory of any kind or which involve clients visiting the home occupation may not be conducted in the accessory dwelling unit.
(4) Detached Aaccessory dwelling units shall be located to the rear or side of the primary dwelling unit. The prohibition on accessory dwelling units in the front of the primary dwelling unit shall not be enforced if it is not possible to construct an accessory dwelling unit that is 800 square feet in size to the rear or side of the primary dwelling with a four foot setback from the rear and side yard property lines. 417
4917-0078-4500 v2
(5) The accessory dwelling unit shall comply with all building codes and objective standards for accessory structures of the zone in which the lot is located, including, but not limited to parking, height, setbacks, landscaping and lot coverage, except as otherwise provided for in this section, and except for any minimum lot size requirements. Construction of an accessory dwelling unit shall not constitute a Group R occupancy change under the building code unless the building official makes a written finding based on substantial evidence in the records that the construction of the accessory dwelling unit could have a specific, adverse impact on public health and safety.
(6) No setback is required for an existing living area or accessory structure or a structure constructed in the same location and to the same dimensions as an existing structure that is converted to an accessory dwelling unit or to a portion of an accessory dwelling unit.
(7) A setback of four feet from the side and rear lot lines shall be required for an accessory dwelling unit that is not converted from an existing structure or a new structure constructed in the same location and to the same dimension as an existing structure.
(8) For purposes of calculating allowable density, an accessory dwelling unit is not counted as an additional unit. Accessory dwelling units are a residential use and deemed consistent with the residential general plan and zoning designations. (9) All-weather access for emergency vehicles shall be provided to all accessory dwelling units as required by applicable building, safety, and fire codes. (10) Fire sprinklers shall only be required in an accessory dwelling unit if they are also required for the primary residence. The construction of an accessory dwelling unit shall not trigger a requirement for fire sprinklers to be installed in the existing primary dwelling.
(11) An attached accessory dwelling unit or junior accessory dwelling unit that is within the existing space of anA converted accessory structure may include an expansion of up to 150 square feet beyond the existing dimensions of the existing accessory structure to accommodate ingress and egress.
(12) Attached accessory dwelling units, and including junior accessory dwelling units, shall have independent exterior access from the primary residence. If the independent exterior access is on an upper story any exterior stairs shall be located on the side or rear of the primary residence.
(13) Attached and detached aAccessory dwelling units shall not exceed the height of the primary dwelling unit, except as follows:
a. A detached accessory dwelling unit may be up to 16 feet high even if the primary dwelling is less than 16 feet high.
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b. A detached accessory dwelling unit on a lot with an existing or proposed multifamily, multistory dwelling, may be up to 18 feet high. c. A detached accessory dwelling unit on a lot within ½ mile of a major transit stop or a high-quality transit corridor, as those terms are defined in Public Resources Code Section 21155, may be up to 18 feet high. An additional 2 feet in height shall also be allowed to accommodate a roof pitch on the accessory dwelling unit that is aligned with the roof pitch of the primary dwelling unit.
d. An attached or converted accessory dwelling unit shall not exceed the height limitation that applies to the primary dwelling unit or 25 feet, whichever is lower. This clause shall not be construed to permit an attached accessory dwelling unit to exceed two stories.
(14) Attached accessory dwelling units on lots with existing multi-family residential must be conversions of portions of the existing multi-family residential structure that is not used as livable space, including but not limited to, storage rooms, boiler rooms, passageways, attics, basements, or garages. Any development standard in this paragraph (d) regarding minimum or maximum size for an accessory dwelling unit, size based upon a percentage of the proposed or exis�ng primary dwelling, or limits on lot coverage, ﬂoor area ra�o, open space, front setbacks, and minimum lot size, for either atached or detached dwellings shall be waived if its applica�on to a lot would preclude an accessory dwelling unit with at least 800 square feet of interior livable space and with four-foot side and rear yard setbacks from being constructed in compliance with all other development standards. This provision does not apply to JADUs.
(e) Parking.
(1) Except as provided in subsection (e)(3) below, off-street parking shall be required for the accessory dwelling unit in addition to any off-street parking requirements for the existing dwelling unit. One parking space shall be provided for each accessory dwelling unit. The required off-street parking for an accessory dwelling unit may be located in setback areas or through tandem parking, unless specific findings are made that parking in setback areas or tandem parking is not feasible based upon specific site or regional topographical or fire and life safety conditions. (2) When a garage, carport, or covered parking structure is demolished in conjunction with the construction of an accessory dwelling unit or wholly or partially converted to an accessory dwelling unit, replacement off- street parking is not required to be provided.
(3) No off-street parking shall be required for an accessory dwelling unit in the following instances.
a. The accessory dwelling unit is located within one-half mile of an existing public transit stop.
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b. The accessory dwelling unit is located within an officially designated architectural and/or historic district.
c. The accessory dwelling unit is an attached accessory dwelling unit, a converted accessory dwelling unit, or a junior accessory dwelling unit. d. When on-street parking permits are required but not offered to the occupant of the accessory dwelling unit.
e. When there is a designated car share vehicle station located within one block of the accessory dwelling unit.
f. When a permit application for an accessory dwelling unit is submitted with a permit application to create a new single-family dwelling or a new multifamily dwelling on the same lot, provided that the accessory dwelling unit or the parcel satisfies any other criteria listed in this paragraph (e)(3). (f) Miscellaneous.
(1) Attached accessory dwelling units, including junior accessory dwelling units, shall not be required to install a new or separate utility connection directly between the accessory dwelling unit and the utility, or be subject to a related connection fees or capacity charges for utilities, unless the accessory dwelling unit is constructed with a new single-family dwelling and is not a junior accessory dwelling unit. (2) No impact fees shall be imposed on accessory dwelling units less thanwith 750 square feet of interior livable space or less, including junior accessory dwelling units. For accessory dwelling units with more than 750 square feet or largerof interior livable space, impact fees shall be charged proportionately in relation to the square footage of the primary dwelling. No impact fees shall be imposed on a permit approved for a previously unpermitted accessory dwelling unit constructed prior to January 1, 2020 pursuant to subsection (f)(11) below.
(3) No passageway shall be required in conjunction with the construction of a detached accessory dwelling unit.
(4) No accessory dwelling unit may later be considered a primary dwelling unit for any purpose. This provision shall not be construed to prohibit a property owner from eliminating an attached accessory dwelling unit and enlarging the primary residence to encompass the area that was formerly part of the accessory dwelling unit, provided that all development standards applicable to the primary residence are satisfied. (5) The accessory dwelling unit and/or primary residence may be occupied by any person without rent or may be rented, except that if the lot contains a junior accessory dwelling unit then one of the units on the lot must be owner-occupied if the JADU has shared sanita�on facili�es with the primary residence, unless the owner is another governmental agency, land trust, or housing organiza�on. The rental of an accessory dwelling unit shall be for a term longer than 30 days.
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(6) Except as otherwise provided in Government Code Section 66341, no ADU may be sold or otherwise conveyed separately from the primary residence. No junior accessory dwelling unit shall be sold or otherwise conveyed separate from the primary residence. A deed restric�on shall be recorded for an JADU containing the informa�on required by Government Code Sec�on 66333(c). (7) The city shall not require an applicant for an accessory dwelling unit permit to correct any existing physical improvements on the lot that do not conform with current zoning standards as a condition of the approval of an accessory dwelling unit permit. (8) The city shall not issue a certificate of occupancy for an accessory dwelling unit before a certificate of occupancy is issued for the primary dwelling unit. (9) A demolition permit for a detached garage that is to be replaced with an accessory dwelling unit shall be reviewed with the application for the accessory dwelling unit and issued at the same time.
(10) The city shall not deny an ADU or JADU application due to a nonconforming zoning condition, building code violation, or unpermitted structure on the lot that does not present a threat to the public health and safety and that is not affected by the construction of the ADU or JADU.
(11) The city shall not deny a permit to legalize an existing but unpermitted ADU or JADU that was constructed before January 1, 2020, if denial is based on either of the following grounds: (i) the ADU or JADU violates applicable building standards, or (ii) the ADU or JADU does not comply with state ADU law or this Section 120.04.010). a. Notwithstanding subsection (f)(11) above, the city may deny a permit to legalize an existing but unpermitted ADU or JADU that was constructed before January 1, 2020, if the city makes a finding that correcting a violation is necessary to comply with the standards specified in California Health and Safety Code section 17920.3. b. Subsection (f)(11) does not apply to a building that is deemed to be substandard in accordance with California Health and Safety Code section 17920.3.

Attached ADU Detached ADU Junior Dwelling
Unit
ADU Permit
Required
Yes Yes Yes
Processing time 60 days if there is an existing primary dwelling; concurrent review if no existing primary dwelling
Size Lesser of 50% of
Floor Area of
primary dwelling
unit or 850
square feet for 1
bedroom or 1,000
square feet for 2
bedroom
850 square
feet for 1
bedroom or
1,000 square
feet for 2
bedroom
500 square feet
Quantity (SFR) 1

1 1
Quantity (MFR) At least 1 per lot
NTE 25% of
existing units
2 max N/A
Home
Occupation
No No No
All weather
access
Required Required Required
Setback (Min.) 4 feet (unless
existing is less
than 4 feet)
4 feet N/A
square feet for 2
bedroom
Quantity (SFR) 1 1 1
Quantity (MFR) At least 1 per lot up to 25% of
existing units
8 max N/A
Rear and Side
Setback (Min.)
4 feet (unless existing is less than 4
feet)
4 feet N/A
Height (Max.) Lesser of height allowed per zone or
25 ft.
16 ft (SFR), 18
ft (MFR), with
exceptions
Height allowed
per zone
Parking None None 1 space/unit,
with
exceptions
None
Impact fees Required if >750 square feet N/A
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4917-0078-4500 v2
Height (Max.) Height allowed
per zone, with
exceptions.

Height allowed
per zone, with
exceptions.

Parking 1 space/unit, with
exceptions
1 space/unit,
with
exceptions
None
Exterior Access Required Required Required
Impact fees >750 square feet >750 square
feet
N/A

423
1 ORDINANCE NO. 26-__

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF EASTVALE, CALIFORNIA, AMENDING SECTION 120.04.010 (ACCESSORY DWELLING

UNITS) OF THE EASTVALE MUNICIPAL CODE

WHEREAS, Section 120.04.010 of the Eastvale Municipal Code contains regulations on the development of accessory dwelling units within the City, and is regularly amended to remain consistent with evolving State laws impacting local regulation of accessory dwelling units; and

WHEREAS, State law requires the City to submit any amendments to its accessory dwelling unit ordinance to the Department of Housing and Community Development (HCD) within sixty (60) days of adoption, and HCD will render findings of conformity or non-conformity with State law to the City, and the City has thirty (30) days to respond to the letter; and

WHEREAS, the City last amended Section 120.04.010 through the adoption of Ordinance No. 24-07, adopted September 25, 2024, and submitted the ordinance to HCD for its review. HCD provided the City with a letter making limited findings of inconsistency and addition al recommendations for clarity on February 20, 2025, and the City responded to the letter agreeing to remedy the inconsistencies identified by HCD; and

WHEREAS, the purpose of this Ordinance is to address findings of inconsistency and recommendations made by HCD in its letter, make additional changes necessitated by the adoption of SB 543 and AB 1154 which go into effect on January 1, 2026, and make other clarifying edits.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EASTVALE DOES ORDAIN AS FOLLOWS:

SECTION 1. CEQA. The adoption of this Ordinance is exempt from review under the California Environmental Quality Act pursuant to Public Resources Code Section 21080.17.

SECTION 2. Amendment. Section 120.04.010 of the Eastvale Municipal Code is amended in its entirety to read as shown on Exhibit A attached hereto and incorporated herein by reference.

SECTION 3. Severability. If any chapter, subsection, subdivision, sentence, clause, phrase, or portion of this ordinance, is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision will not affect the validity of the remaining portions of this ordinance. The City Council hereby declares that it would have adopted this ordinance, and each Chapter, subsection, subdivision, sentence, clause, phrase, or portion thereof, irrespective of the fact that any one or more Sections, subsections, subdivisions, sentences, clauses, phrases, or portions thereof be declared invalid or unconstitutional.

SECTION 4. Effective Date . This ordinance shall take effect thirty (30) days after its passage by the City Council.
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2 SECTION 5. City Clerk Action . The City Clerk is authorized and directed to cause this Ordinance to be published within fifteen (15) days af ter its passage in a newspaper of general circulation and circulated within the City in accordance with Government Code Chapter 36933(a) or, to cause this Ordinance to be published in the manner required by law using the alternative summary and pasting procedure authorized under Government Code Chapter 39633(c).

PASSED, APPROVED AND ORDAINED this __ day of ___________, 2026.

____________________________________
Mayor

APPROVED AS TO FORM: ATTEST:

_____________________________________ _____________________________________ Erica L. Vega Marc A. Donohue, MMC
City Attorney City Clerk

425
3 STATE OF CALIFORNIA)
COUNTY OF RIVERSIDE ) §

CITY OF EASTVALE )

I, Marc A. Donohue, City Clerk of the City of Eastvale, California, do h ereby certify that the foregoing Ordinance No. 2_-__, was introduced at a regular meeting of the City Council of the City of Eastvale held on the __ day of ________, 2026, and was passed by the City Council of the City of Eastvale at a regular meeting held on the __ day of _________, 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

____________________________________
Marc A. Donohue, MMC
City Clerk

426
4 EXHIBIT “A”

Sec. 120.04.010. Accessory dwelling units.
(a) Intent. The intent of this section is to regulate accessory dwelling units in residential zoning districts consistent with state law. Implementation of this section is intended to expand housing opportunities for low-income and moderate-income or elderly households by increasing the number of rental units available within existing neighborhoods while maintaining the primarily single -family residential character of the area. (b) Applicability.
(1) Except as provided in Government Code Section 66323, an accessory dwelling unit or junior accessory dwelling unit shall not be established without first obtaining an accessory dwelling unit permit from the city. An accessory dwelling unit permit application shall be approved ministerially by the community development director or designee without discretionary review if the ADU or JADU meets the definitions and criteria listed in this section and all other applicable zoning, building and health and safety codes. If the community development director or designee denies an a pplication for an accessory dwelling unit permit they shall provide a full set of comments to the applicant with a list of deficiencies and a description of how they can be remedied within the time frames below for approval or denial of the application.
a. Existing developments. The permit application shall be approved or denied within 60 days from the date the city receives a completed application if there is an existing single -family or multi- family dwelling on the lot. If the city does not approve or deny the application within this timeframe the application shall be deemed approved unless the applicant has requested a delay, in which case the deadline for approval or denial shall be tolled (suspended) for the period of the delay.
b. New developments. If the permit application is submitted with a permit application to create a new single-family or multi-family dwelling on the lot, the application shall be approved or denied concurrently with the building permit for the new single-family or multi-family dwelling. c. For accessory dwelling units and junior accessory dwelling units that meet the requirements of Government Code 66323(a), including but not limited to size, height, setback, and access, an applicant may apply for a building permit directly without the need for an accessory dwelling unit permit. Such accessory dwelling units and junior accessory dwelling units are exempt from the standards listed in subdivisions (d) and (e) of this section 120.04.010 but must comply with the requirements of Government Code 66323(a)(1)-(4) and applicable building code. (2) The applicant for an accessory dwelling unit permit must be the owner of the property on which the accessory dwelling unit will be located.
(3) For the purposes of meeting the city's applicable Regional Housing Needs Allocation (RHNA) as contained in the adopted housing element, accessory dwelling units may be reported as new production of housing units.
(4) No other local ordinance, policy, or regulation shall be the basis for the delay or den ial of an accessory dwelling unit permit under this section.
(5) The city shall notify an applicant for an accessory dwelling unit permit whether their application is complete or incomplete within fifteen (15) business days after the city received the app lication. If determined to be incomplete, the city shall provide the applicant with a list of incomplete items and a description of how the application can be made complete concurrently with the determination of incompleteness. The city shall have fifteen (15) business days to review any resubmittal and determine whether the identified deficiencies have been cured. The city shall not require an applicant to provide any item that was not included in the initial determination of incompleteness. If the city do es not make a timely determination of completeness or incompleteness for an application or resubmitted application, the application or resubmitted application shall be deemed complete. 427
5 (6) An applicant may appeal a determination that their application for an accessory dwelling unit permit for an ADU or JADU is incomplete, and/or may appeal the denial of an accessory dwelling unit permit for an ADU or JADU, to the planning commission. The applicant shall file a written notice of appeal stating the grounds therefore with the City Clerk within ten (10) days from the date of the determination that is the subject of the appeal accompanied with the appeal fee set by resolution of the City Council. A final written determination on the appeal shall be issued no lat er than sixty (60) business days after receipt of the applicant’s written appeal unless the applicant agrees in writing to an extension of time.
(c) Definitions.
(1) "Accessory dwelling unit" or “ADU” means an attached or detached residential dwelling whi ch provides complete independent living facilities for one or more persons and is located on a lot with a proposed or existing primary residence. It shall include permanent provisions for living, sleeping, eating, cooking, and sanitation on the same parcel as the single-family or multi-family dwelling is or will be situated. An accessory dwelling unit also includes the following: an efficiency unit, as defined in Section 17958.1 of the Health and Safety Code, and a manufactured home, as defined in Section 1 8007 of the Health and Safety Code.
(2) “Accessory Structure” means a structure that is accessory and incidental to a dwelling located on the same lot.
(3) "Attached" accessory dwelling means an ADU that is or will be attached to or located within the existing or proposed primary dwelling, including new construction additions and conversions of existing space such as attached garages, storage areas or similar uses. (4) “Converted” accessory dwelling unit means an ADU that is or will be created by converti ng an existing accessory structure that is detached from an existing primary dwelling, including detached garages. (5) "Detached" accessory dwelling unit means a new construction ADU that is or will be detached from the proposed or existing primary dwelling.
(6) "Junior accessory dwelling unit” or “JADU” means an accessory dwelling unit that is no more than 500 square feet of interior livable space and contained entirely within a proposed or existing single -family residence. It may contain separate sanitation facilities or may share them with the primary dwelling. A junior accessory dwelling unit shall include an efficiency kitchen consisting of a cooking facility with appliances and a food preparation counter and storage cabinets that are of reasonable size in rel ation to the size of the junior accessory dwelling unit.
(7) “Livable space” means a space in a dwelling intended for human habitation, including living, sleeping, eating, cooking, or sanitation.
(8) "Living area" means the interior habitable area of a dwelling unit, including basements and attics, but does not include a garage or any accessory structure.
(9) “Objective standards” means standards that involve no personal or subjective judgment by a public official and are uniformly verifiable by reference to an external and uniform benchmark or criterion available and knowable by both the development applicant or proponent and the public official prior to submittal.
(10) "Passageway" means a pathway that is unobstructed clear to the sky and extends from a street to one entrance of the accessory dwelling unit.
(11) "Tandem parking" means that two or more automobiles are parked on a driveway or in any other location on a lot, lined up behind one another.
(d) Development standards. No accessory dwelling unit permit application shall be approved for an accessory dwelling unit or junior accessory dwelling unit unless it complies with the following requirements:
(1) The lot is within a single-family or multi-family residential zone and includes a proposed or existing single-family or multi-family primary dwelling.
428
6 a. One detached accessory dwelling unit may be permitted per lot with a proposed or existing single-family dwelling.
b. One attached accessory dwelling unit or converted accessory dwelling unit may b e permitted per lot with a proposed or existing single-family dwelling. c. One junior accessory dwelling unit may be permitted per lot with a proposed or existing single - family dwelling.
d. For accessory dwelling units on lots with existing or proposed mul ti-family dwellings:

1. At least one attached accessory dwelling unit may be permitted per lot with existing multi - family residential within the portions of the existing multifamily dwelling structure that are not used as livable space, including, but not limited to, storage rooms, boiler rooms, passageways, attics, basements, or garages. The total number of attached accessory dwelling units permitted on the lot shall not exceed 25 percent of the existing number of multi-family residential units on the lot.

2. Up to eight detached accessory dwelling units are permitted per lot with an existing multi - family dwelling, provided the number of accessory dwelling units does not exceed the number of existing units on the lot,

3. Up to two detached accessory dwelling units are permitted per lot with a proposed multi- family dwelling.
(2) An accessory dwelling unit that is not a JADU does not exceed the following sizes:
a. 850 square feet of interior livable space if the accessory dwelling unit has one bedroom o r less; or
b. 1,000 square feet of interior livable space if the accessory dwelling unit has more than one bedroom.

Notwithstanding the foregoing, where there is an existing primary dwelling an attached accessory dwelling unit shall not exceed 50% of the existing primary dwelling’s floor area or the aforementioned square footages, whichever is less, subject to paragraph (d)(14) below. (3) Home occupations which involve storage or materials or inventory of any kind or which involve clients visiting the home occupation may not be conducted in the accessory dwelling unit. (4) Detached accessory dwelling units shall be located to the rear or side of the primary dwelling unit. (5) The accessory dwelling unit shall comply with all building codes and objective standards for accessory structures of the zone in which the lot is located, including, but not limited to parking, height, setbacks, landscaping and lot coverage, except as otherwise provided for in this section, and except for any minimum lot size requirements. Construction of an accessory dwelling unit shall not constitute a Group R occupancy change under the building code unless the building official makes a written finding based on substantial evidence in the records that the construction of the access ory dwelling unit could have a specific, adverse impact on public health and safety.
(6) No setback is required for an existing living area or accessory structure or a structure constructed in the same location and to the same dimensions as an existing structure that is converted to an accessory dwelling unit or to a portion of an accessory dwelling unit. (7) A setback of four feet from the side and rear lot lines shall be required for an accessory dwelling unit that is not converted from an existing structure or a new structure constructed in the same location and to the same dimension as an existing structure.
(8) For purposes of calculating allowable density, an accessory dwelling unit is not counted as an additional unit. Accessory dwelling units are a residential use and deemed consistent with the residential general plan and zoning designations.
(9) All-weather access for emergency vehicles shall be provided to all accessory dwelling units as required 429
7 by applicable building, safety, and fire codes.
(10) Fire sprinklers shall only be required in an accessory dwelling unit if they are also required for the primary residence. The construction of an accessory dwelling unit shall not trigger a requirement for fire sprinklers to be installed in the existing primary dwelling. (11) A converted accessory structure may include an expansion of up to 150 square feet beyond the existing dimensions of the existing accessory structure to accommodate ingress and egress. (12) Attached accessory dwelling units and junior accessory dwelling units shall have independent exterior access from the primary residence. If the independent exterior access is on an upper story any exterior stairs shall be located on the side or rear of the primary residence. (13) Accessory dwelling units shall not exceed the height of the primary dwelling unit, except as follows:
a. A detached accessory dwelling unit may be up to 16 feet high even if the primary dwelling is less than 16 feet high.
b. A detached accessory dwelling unit on a lot with an existing or proposed multifamily, multistory dwelling, may be up to 18 feet high.
c. A detached accessory dwelling unit on a lot within ½ mile of a major transit stop or a high -quality transit corridor, as those terms are defined in Public Resources Code Section 21155, may be up to 18 feet high. An additional 2 feet in height shall also be allowed to accommodate a roof pitch on the accessory dwelling unit that is aligned with the roof pitch of the primary dwelling unit. d. An attached or converted accessory dwelling unit shall not exceed the height limitation that applies to the primary dwelling unit or 25 feet, whichever is lower. This clause shall not be construed to permit an attached accessory dwelling unit to exceed two stories. (14) Any development standard in this paragraph (d) regarding minimum or maximum size for an accessory dwelling unit, size based upon a percentage of the proposed or existing primary dwelling, or limits on lot coverage, floor area ratio, open space, front setbacks, and minimum lot size, for either attached or detached dwellings shall be waived if its application to a lot would preclude an accessory dwelling unit with at least 800 square feet of interior livable space and with four -foot side and rear yard setbacks from being constructed in compliance with all other development standards. This provision does not apply to JADUs.
(e) Parking.
(1) Except as provided in subsection (e)(3) below, off-street parking shall be required for the accessory dwelling unit in addition to any off-street parking requirements for the existing dwelling unit. One parking space shall be provided for each accessory dwelling unit. The required off -street parking for an accessory dwelling unit may be located in setback areas or through tandem park ing, unless specific findings are made that parking in setback areas or tandem parking is not feasible based upon specific site or regional topographical or fire and life safety conditions. (2) When a garage, carport, or covered parking structure is demolished in conjunction with the construction of an accessory dwelling unit or wholly or partially converted to an accessory dwelling unit, replacement off- street parking is not required to be provided. (3) No off-street parking shall be required for an accessory dwelling unit in the following instances. a. The accessory dwelling unit is located within one-half mile of an existing public transit stop. b. The accessory dwelling unit is located within an officially designated architectural and/or historic district.
c. The accessory dwelling unit is an attached accessory dwelling unit, a converted accessory dwelling unit, or a junior accessory dwelling unit.
d. When on-street parking permits are required but not offered to the occupant of the accessory dwelling unit.
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8 e. When there is a designated car share vehicle station located within one block of the accessory dwelling unit.
f. When a permit application for an accessory dwelling unit is submitted with a permit application to create a new single-family dwelling or a new multifamily dwelling on the same lot, provided that the accessory dwelling unit or the parcel satisfies any other criteria listed in this para graph (e)(3).
(f) Miscellaneous.
(1) Attached accessory dwelling units, including junior accessory dwelling units, shall not be required to install a new or separate utility connection directly between the accessory dwelling unit and the utility, or be subject to a related connection fees or capacity charges for utilities, unless the accessory dwelling unit is constructed with a new single-family dwelling and is not a junior accessory dwelling unit. (2) No impact fees shall be imposed on accessory dwelling units with 750 square feet of interior livable space or less, including junior accessory dwelling units. For accessory dwelling units with more than 750 square feet of interior livable space, impact fees shall be charged proportionately in relation to the square footage of the primary dwelling. No impact fees shall be imposed on a permit approved for a previously unpermitted accessory dwelling unit constructed prior to January 1, 2020 pursuant to subsection (f)(11) below.
(3) No passageway shall be required in conjunction with the construction of a detached accessory dwelling unit.
(4) No accessory dwelling unit may later be considered a primary dwelling unit for any purpose. This provision shall not be construed to prohibit a property owner from eliminati ng an attached accessory dwelling unit and enlarging the primary residence to encompass the area that was formerly part of the accessory dwelling unit, provided that all development standards applicable to the primary residence are satisfied.
(5) The accessory dwelling unit and/or primary residence may be occupied by any person without rent or may be rented, except that if the lot contains a junior accessory dwelling unit then one of the units on the lot must be owner-occupied if the JADU has shared sanitation facilities with the primary residence, unless the owner is another governmental agency, land trust, or housing organization. The rental of an accessory dwelling unit shall be for a term longer than 30 days. (6) Except as otherwise provided in Government Code Section 66341, no ADU may be sold or otherwise conveyed separately from the primary residence. No junior accessory dwelling unit shall be sold or otherwise conveyed separate from the primary residence. A deed restriction shall be recorded for an JADU containing the information required by Government Code Section 66333(c). (7) The city shall not require an applicant for an accessory dwelling unit permit to correct any existing physical improvements on the lot that do not conform with current zoning standards as a condition of the approval of an accessory dwelling unit permit.
(8) The city shall not issue a certificate of occupancy for an accessory dwelling unit before a certificate of occupancy is issued for the primary dwelling unit.
(9) A demolition permit for a detached garage that is to be replaced with an accessory dwelling unit shall be reviewed with the application for the accessory dwelling unit and issued at the same time. (10) The city shall not deny an ADU or JADU application due to a non conforming zoning condition, building code violation, or unpermitted structure on the lot that does not present a threat to the public health and safety and that is not affected by the construction of the ADU or JADU. (11) The city shall not deny a permit to legalize an existing but unpermitted ADU or JADU that was constructed before January 1, 2020, if denial is based on either of the following grounds: (i) the ADU or JADU violates applicable building standards, or (ii) the ADU or JADU does not comply wit h state ADU law or this Section 120.04.010).
a. Notwithstanding subsection (f)(11) above, the city may deny a permit to legalize an existing but 431
9 unpermitted ADU or JADU that was constructed before January 1, 2020, if the city makes a finding that correcting a violation is necessary to comply with the standards specified in California Health and Safety Code section 17920.3.
b. Subsection (f)(11) does not apply to a building that is deemed to be substandard in accordance with California Health and Safety Code section 17920.3.

Attached ADU Converted ADU Detached ADU JADU
ADU Permit
Required
Yes Yes Yes Yes
Processing time 60 days if there is an existing primary dwelling; concurrent review if no existing primary dwelling
Size Lesser of 50% of floor
area of primary
dwelling unit or 850
square feet for 1
bedroom or 1,000
square feet for 2
bedroom
850 square feet for
1 bedroom or 1,000
square feet for 2
bedroom
850 square feet
for 1 bedroom or
1,000 square feet
for 2 bedroom
500 square feet
Quantity (SFR) 1 1 1
Quantity (MFR) At least 1 per lot up to 25% of existing units 8 max N/A Rear and Side
Setback (Min.)
4 feet (unless existing is less than 4 feet) 4 feet N/A Height (Max.) Lesser of height allowed per zone or 25 ft. 16 ft (SFR), 18 ft (MFR), with
exceptions
Height allowed per
zone
Parking None None 1 space/unit, with
exceptions
None
Impact fees Required if >750 square feet N/A
432
RESOLUTION NO. 25-24

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF EASTVALE, CALIFORNIA, RECOMMENDING THAT THE CITY COUNCIL APPROVE PLN25-20076, ADOPTING AN ORDINANCE AMENDING SECTION 120.04.010 ( ACCESSORY

DWELLING UNITS) TO THE EASTVALE MUNICIPAL CODE
WHEREAS, the City of Eastvale (" City") last updated its Accessory Dwelling Unit (" ADU") regulations with the Council's adoption of Ordinance No. 24-07 on September 25, 2024; and WHEREAS, there have been several changes to State laws that govern local regulation of ADUs since the City last updated its local regulations; and
WHEREAS, the City of Eastvale has been complying with the State ADU laws as amended, and the purpose of this Ordinance is to amend the City's adopted regulations to be consistent with current State law requirements; and
WHEREAS, City staff submitted Ordinance No. 24-07 to HCD and received a comment letter in response on February 1, 2025 requesting several clarifications to the ADU Ordinance language as well as new amendments to address changes to State laws pertaining to ADUs that went into effect on January 1, 2025; and
WHEREAS, the proposed Municipal Code Amendment has been fully evaluated and considered with respect to the City's General Plan; and
WHEREAS, the proposed ordinances is not subject to the California Environmental Quality Act CEQA") pursuant to Sections 15060(c)(2) and 15060(c)(3) of the State of California Guidelines for Implementation of CEQA ( commencing with Section 15000 of Title 14 of the California Code of Regulations; herein referred to as the " State CEQA Guidelines") because it will not result in a direct or reasonably foreseeable indirect physical change in the environment and is not a " project," as defined in Section 15378 of the CEQA Guidelines.

WHEREAS, the Planning Commission conducted a duly noticed public hearing on November 19, 2025, at which public testimony was received concerning the municipal code amendment; and WHEREAS, on October 26, 2025, the City of Eastvale City Clerk published a legal notice concerning the municipal code amendment in the Press Enterprise, a local newspaper of general circulation, regarding the Planning Commission meeting on November 19, 2025, and the proposed ordinance.

NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF EASTVALE DOES HEREBY RESOLVE, DETERMINE, AND ORDER AS FOLLOWS:

SECTION 1. FINDINGS
As required by Section 120.01.070(e) of the Eastvale Municipal Code, the changes contained in this ordinance are consistent with the General Plan goals, policies, and implementation programs. Specifically, Housing Element Strategy HE - 1G provides the City will encourage the construction of accessory dwelling units by amending the municipal code to be consistent with current state law. 1433
SECTION 2. RECORD OF PROCEEDING
The documents and other materials that constitute the record of the proceedings upon which the Planning Commission's decision is based, which include but are not limited to, the staff reports as well as all materials that support the staff reports for the proposed project, are located in the Community Development Department of the City of Eastvale at 12363 Limonite Avenue, Suite 910, Eastvale, CA 91752.

The custodian of these documents is the City Clerk's Office of the City of Eastvale.

SECTION 3. DETERMINATION
Based upon the findings outlined in Sections 1, the Planning Commission of the City of Eastvale hereby recommends that the City Council approve PLN25-20076, amending section 120.04.010 ( Accessory Dwelling Units), of the Eastvale Municipal Code.

PASSED, APPROVED AND ADOPTED this 19th day of November, 2025.

April Rodriguez-Plott
Vice Chair
APPROVED AS TO FORM: ATTEST:

Chad I-+r ton Je a Cooper, MM
Assistant City Attorney Se ii r Management Analyst
2434

STATE OF CALIFORNIA)
COUNTY OF RIVERSIDE) §

CITY OF EASTVALE)
I, Jessica Cooper, Senior Management Analyst of the City of Eastvale, California, do hereby certify that the foregoing Planning Commission Resolution No. 25-24, was duly adopted by the Planning Commission of the City of Eastvale, California, at a meeting held on the 19th day of November 2025, by the following vote:

AYES: Commissioners Hove, Lomeli, Rochelle, and Vice Chair Rodriguez-Plott NOES:

ABSENT: Chair Lee
ABSTAIN:

Jessica Cooper, MM
Se ' or Management Analyst
3435
Exhibit ` A'
ORDINANCE NO. 25

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF EASTVALE, CALIFORNIA, AMENDING SECTION 120.04.010 ( ACCESSORY DWELLING

UNITS) OF THE EASTVALE MUNICIPAL CODE
WHEREAS, Section 120.04.010 of the Eastvale Municipal Code contains regulations on the development of accessory dwelling units within the City, and is regularly amended to remain consistent with evolving State laws impacting local regulation of accessory dwelling units; and WHEREAS, State law requires the City to submit any amendments to its accessory dwelling unit ordinance to the Department of Housing and Community Development ( HCD) within sixty ( 60) days of adoption, and HCD will render findings of conformity or non - conformity with State law to the City, and the City has thirty ( 30) days to respond to the letter; and WHEREAS, the City last amended Section 120.04.010 through the adoption of Ordinance No. 24-07, adopted September 25, 2024, and submitted the ordinance to HCD for its review. HCD provided the City with a letter making limited findings of inconsistency and additional recommendations for clarity on February 20, 2025, and the City responded to the letter agreeing to remedy the inconsistencies identified by HCD; and
WHEREAS, the purpose of this Ordinance is to address findings of inconsistency and recommendations made by HCD in its letter, make additional changes necessitated by the adoption of SB 543 and AB 1154 which go into effect on January 1, 2026, and make other clarifying edits.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EASTVALE DOES ORDAIN AS FOLLOWS:

SECTION 1. CEQA. The adoption of this Ordinance is exempt from review under the California Environmental Quality Act pursuant to Public Resources Code Section 21080.17.

SECTION 2. Amendment. Section 120.04.010 of the Eastvale Municipal Code is amended in its entirety to read as shown on Exhibit A attached hereto and incorporated herein by reference.

SECTION 5. City Clerk Action. The City Clerk is authorized and directed to cause this Ordinance to be published within fifteen ( 15) days after its passage in a newspaperof general circulation and circulated within the City in accordance with Government Code Chapter 36933(a) or, to cause this Ordinance to be published in the manner required by law using the alternative summary and pasting procedure authorized under Government Code Chapter 39633(c).

PASSED, APPROVED AND ORDAINED this _ day of , 2026.

APPROVED AS TO FORM:

Erica L. Vega
City Attorney
Mayor
ATTEST:

Marc A. Donohue, MMC
City Clerk
5 437

STATE OF CALIFORNIA)

COUNTY OF RIVERSIDE

CITY OF EASTVALE )
I, Marc A. Donohue, City Clerk of the City of Eastvale, California, do hereby certify that the foregoing Ordinance No. 2_- , was introduced at a regular meeting of the City Council of the City of Eastvale held on the day of , 2025, and was passed by the City Council of the City of Eastvale at a regular meeting held on the day of , 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Marc A. Donohue, MMC
City Clerk
6438
EXHIBIT " A"
Sec. 120.04.010. Accessory dwelling units.
a) Intent. The intent of this section is to regulate accessory dwelling units in residential zoning districts consistent with state law. Implementation of this section is intended to expandhousing opportunities for low-income and moderate - income or elderly households by increasing the number of rental units available within existing neighborhoods while maintaining the primarily single-family residential character of the area. b) Applicability.
1) Except as provided in Government Code Section 66323, an accessory dwelling unit or junior accessory dwelling unit shall not be established without first obtaining an accessory dwelling unit permit from the city. An accessory dwelling unit permit application shall be approved ministerially by the community development director or designee without discretionary review if the ADU or JADU meets the definitions and criteria listed in this section and all other applicable zoning, building and health and safety codes. If the community development director or designee denies an application for an accessory dwelling unit permit they shall provide a full set of comments to the applicant with a list of deficiencies and a description of how they can be remedied within the time frames below for approval or denial of the application.
a. Existing developments. The permit application shall be approved or denied within 60 days from the date the city receives a completed application if there is an existing single-family or multi- family dwelling on the lot. If the city does not approve or deny the application within this timeframe the application shall be deemed approved unless the applicant has requested a delay, in which case the deadline for approval or denial shall be tolled ( suspended) for the period of the delay.
b. New developments. lithe permit application is submitted with a permit application to create a new single-family or multi - family dwelling on the lot, the application shall be approved or denied concurrently with the building permit for the new single-family or multi - family dwelling. c. For accessory dwelling units and junior accessory dwelling units that meet the requirements of Government Code 66323(a), including but not limited to size, height, setback, and access, an applicant may apply for a building permit directly without the need for an accessory dwelling unit permit. Such accessory dwelling units and junior accessory dwelling units are exempt from the standards listed in subdivisions ( d) and ( e) of this section 120.04.010 but must comply with the requirements of Government Code 66323(a)(1)-(4) and applicable building code. 2) The applicant for an accessory dwelling unit permit must be the owner of the property on which the accessory dwelling unit will be located.

For the purposes of meeting the city's applicable Regional Housing Needs Allocation ( RHNA) as contained in the adopted housing element, accessory dwelling units may be reported as new production of housing units.
4) No other local ordinance, policy, or regulation shall be the basis for the delay or denial of an accessory dwelling unit permit under this section.

The city shall notify an applicant for an accessory dwelling unit permit whether their application is complete or incomplete within fifteen ( 15) business days after the city received the application. If determined to be incomplete, the city shall provide the applicant with a list of incomplete items and a description of how the application can be made complete concurrently with the determination of incompleteness. The city shall have fifteen ( 15) business days to review any resubmittal and determine whether the identified deficiencies have been cured. The city shall not require an applicant to provide any item that was not included in the initial determination of incompleteness. If the city does not make a timely determination of completeness or incompleteness for an application or resubmitted application, the application or resubmitted application shall be deemed complete. 3)
5)
7 439
6) An applicant may appeal a determination that their application for an accessory dwelling unit permit for an ADU or JADU is incomplete, and/or may appeal the denial of an accessory dwelling unit permit for an ADU or JADU, to the planning commission. The applicant shall file a written notice of appeal stating the grounds therefore with the City Clerk within ten ( 10) days from the date of the determination that is the subject of the appeal accompanied with the appeal fee set by resolution of the City Council. A final written determination on the appeal shall be issued no later than sixty ( 60) business days after receipt of the applicant's written appeal unless the applicant agrees in writing to an extension of time.
c) Definitions.
1) Accessory dwelling unit" or " ADU" means an attached or detached residential dwelling which provides complete independent living facilities for one or more persons and is located on a lot with a proposed or existing primary residence. It shall include permanent provisions for living, sleeping, eating, cooking, and sanitation on the same parcel as the single-family or multi - family dwelling is or will be situated. An accessory dwelling unit also includes the following: an efficiency unit, as defined in Section 17958.1 of the Health and Safety Code, and a manufactured home, as defined in Section 18007 of the Health and Safety Code.
2) " Accessory Structure" means a structure that is accessory and incidental to a dwelling located on the same lot.
3) Attached" accessory dwelling means an ADU that is or will be attached to or located within the existing or proposed primary dwelling, including new construction additions and conversions of existing space such as attached garages, storage areas or similar uses. 4) " Converted" accessory dwelling unit means an ADU that is or will be created by converting an existing . accessory structure that is detached from an existing primary dwelling, including detached garages.

Detached" accessory dwelling unit means a new construction ADU that is or will be detached from the proposed or existing primary dwelling.
6) " Junior accessory dwelling unit" or " JADU" means an accessorydwelling unit that is no more than 500 square feet of interior livable space and contained entirely within a proposed or existing single-family residence. It may contain separate sanitation facilities or may share them with the primary dwelling. A junior accessory dwelling unit shall include an efficiency kitchen consisting of a cooking facility with appliances and a food preparation counter and storage cabinets that are of reasonable size in relation to the size of the junior accessory dwelling unit.

Livable space" means a space in a dwelling intended for human habitation, including living, sleeping, eating, cooking, or sanitation.
8) " Living area" means the interior habitable area of a dwelling unit, including basements and attics, but does not include a garage or any accessory structure.

Objective standards" means standards that involve no personal or subjective judgment by a public official and are uniformly verifiable by reference to an external and uniform benchmark or criterion available and knowable by both the development applicant or proponent and the public official prior to submittal.
5)
7)
9)
10) " Passageway" means a pathway that is unobstructed clear to the sky and extends from a street to one entrance of the accessory dwelling unit.
11) " Tandem parking" means that two or more automobiles are parked on a driveway or in any other location on a lot, lined up behind one another.
d) Development standards. No accessory dwelling unit permit application shall be approved for an accessory dwelling unit or junior accessory dwelling unit unless it complies with the following requirements:
1) The lot is within a single-family or multi - family residential zone and includes a proposed or existing single-family or multi - family primary dwelling.
8440
a. One detached accessory dwelling unit may be permitted per lot with a proposed or existing single-family dwelling.
b. One attached accessory dwelling unit or converted accessory dwelling unit may be permitted per lot with a proposed or existing single-family dwelling. c. One junior accessory dwelling unit may be permitted per lot with a proposed or existing single- family dwelling.
d. For accessory dwelling units on lots with existing or proposed multi - family dwellings:

1. At least one attached accessory dwelling unit may be permitted per lot with existing multi- family residential within the portions of the existing multifamily dwelling structure that are not used as livable space, including, but not limited to, storage rooms, boiler rooms, passageways, attics, basements, or garages. The total number of attached accessory dwelling units permitted on the lot shall not exceed 25 percent of the existing number of multi - family residential units on the lot.

2. Up to eight detached accessory dwelling units are permitted per lot with an existing multi- family dwelling, provided the number of accessory dwelling units does not exceed the number of existing units on the lot,

3. Up to two detached accessory dwelling units are permitted per lot with a proposed multi- family dwelling.
2) An accessory dwelling unit that is not a JADU does not exceed the following sizes:
a. 850 square feet of interior livable space if the accessory dwelling unit has one bedroom or less; or
b. 1,000 square feet of interior livable space if the accessory dwelling unit has more than one bedroom.

Notwithstanding the foregoing, where there is an existing primary dwelling an attached accessory dwelling unit shall not exceed 50% of the existing primary dwelling's floor area or the aforementioned square footages, whichever is less, subject to paragraph (d)(14) below. 3) Home occupations which involve storage or materials or inventory of any kind or which involve clients visiting the home occupation may not be conducted in the accessory dwelling unit. 4) Detached accessory dwelling units shall be located to the rear or side of the primary dwelling unit. 5) The accessory dwelling unit shall comply with all building codes and objective standards for accessory structures of the zone in which the lot is located, including, but not limited to parking, height, setbacks, landscaping and lot coverage, except as otherwise provided for in this section, and except for any minimum lot size requirements. Construction of an accessory dwelling unit shall not constitute a Group R occupancy change under the building code unless the building official makes a written finding based on substantial evidence in the records.that the construction of the accessory dwelling unit could have a specific, adverse impact on public health and safety.
6) No setback is required for an existing living area or accessory structure or a structure constructed in the same location and to the same dimensions as an existing structure that is converted to an accessory dwelling unit or to a portion of an accessory dwelling unit. 7) A setback of four feet from the side and rear lot lines shall be required for an accessory dwelling unit that is not converted from an existing structure or a new structure constructed in the same location and to the same dimension as an existing structure.
8) For purposes of calculating allowable density, an accessory dwelling unit is not counted as an additional unit. Accessory dwelling units are a residential use and deemed consistent with the residential general plan and zoning designations.
9) All-weather access for emergency vehicles shall be provided to all accessory dwelling units as required 9 441
by applicable building, safety, and fire codes.
10) Fire sprinklers shall only be required in an accessory dwelling unit if they are also required for the primary residence. The construction of an accessory dwelling unit shall not trigger a requirement for fire sprinklers to be installed in the existing primary dwelling. 11) A converted accessory structure may include an expansion of up to 150 square feet beyond the existing dimensions of the existing accessory structure to accommodate ingress and egress. 12) Attached accessory dwelling units and junior accessory dwelling units shall have independent exterior access from the primary residence. If the independent exterior access is on an upper story any exterior stairs shall be located on the side or rear of the primary residence. 13) Accessory dwelling units shall not exceed the height of the primary dwelling unit, except as follows:
a. A detached accessory dwelling unit may be up to 16 feet high even if the primary dwelling is less than 16 feet high.
b. A detached accessory dwelling unit on a lot with an existing or proposed multifamily, multistory dwelling, may be up to 18 feet high.
c. A detached accessory dwelling unit on a lot within 1/2 mile of a major transit stop or a high -quality transit corridor, as those terms are defined in Public Resources Code Section 21155, may be up to 18 feet high. An additional 2 feet in height shall also be allowed to accommodate a roof pitch on the accessory dwelling unit that is aligned with the roof pitch of the primary dwelling unit. d. An attached or converted accessory dwelling unit shall not exceed the height limitation that applies to the primary dwelling unit or 25 feet, whichever is lower. This clause shall not be construed to permit an attached accessory dwelling unit to exceed two stories. 14) Any development standard in this paragraph ( d) regarding minimum or maximum size for an accessory dwelling unit, size based upon a percentage of the proposed or existing primary dwelling, or limits on lot coverage, floor area ratio, open space, front setbacks, and minimum lot size, for either attached or detached dwellings shall be waived if its application to a lot would preclude an accessory dwelling unit with at least 800 square feet of interior livable space and with four - foot side and rear yard setbacks from being constructed in compliance with all other development standards. This provision does not apply to JADUs.
e) Parking.
1) Except as provided in subsection ( e)(3) below, off-street parking shall be required for the accessory dwelling unit in addition to any off-street parking requirements for the existing dwelling unit. One parking space shall be provided for each accessory dwelling unit. The required off-street parking for an accessory dwelling unit may be located in setback areas or through tandem parking, unless specific findings are made that parking in setback areas or tandem parking is not feasible based upon specific site or regional topographical or fire and life safety conditions. 2) When a garage, carport, or covered parking structure is demolished in conjunction with the construction of an accessory dwelling unit or wholly or partially converted to an accessory dwelling unit, replacement off- street parking is not required to be provided. 3) No off-street parking shall be required for an accessory dwelling unit in the following instances. a. The accessory dwelling unit is located within one-half mile of an existing public transit stop. b. The accessory dwelling unit is located within an officially designated architectural and/or historic district.
c. The accessory dwelling unit is an attached accessory dwelling unit, a converted accessory dwelling unit, or a junior accessory dwelling unit.
d. When on - street parking permits are required but not offered to the occupant of the accessory dwelling unit.
10 442
e. When there is a designated car share vehicle station located within one block of the accessory dwelling unit.
f. When a permit application for an accessory dwelling unit is submitted with a permit application to create a new single-family dwelling or a new multifamily dwelling on the same lot, provided that the accessory dwelling unit or the parcel satisfies any other criteria listed in this paragraph e)(3).
f) Miscellaneous.
1) Attached accessory dwelling units, including junior accessory dwelling units, shall not be required to install a new or separate utility connection directly between the accessory dwelling unit and the utility, or be subject to a related connection fees or capacity charges for utilities, unless the accessory dwelling unit is constructed with a new single-family dwelling and is not a junior accessory dwelling unit. 2) No impact fees shall be imposed on accessory dwelling units with 750 square feet of interior livable space or less, including junior accessory dwelling units. For accessory dwelling units with more than 750 square feet of interior livable space, impact fees shall be charged proportionately in relation to the square footage of the primary dwelling. No impact fees shall be imposed on a permit approved for a previously unpermitted accessory dwelling unit constructed prior to January 1, 2020 pursuant to subsection ( f)(11) below.

No passageway shall be required in conjunction with the construction of a detached accessory dwelling unit.
3)
4) No accessory dwelling unit may later be considered a primary dwelling unit for any purpose. This provision shall not be construed to prohibit a property owner from eliminating an attached accessory dwelling unit and enlarging the primary residence to encompass the area that was formerly part of the accessory dwelling unit, provided that all development standards applicable to the primary residence are satisfied.
5) The accessory dwelling unit and/or primary residence may be occupied by any person without rent or may be rented, except that if the lot contains a junior accessory dwelling unit then one of the units on the lot must be owner - occupied if the JADU has shared sanitation facilities with the primary residence, unless the owner is another governmental agency, land trust, or housing organization. The rental of an accessory dwelling unit shall be for a term longer than 30 days. 6) Except as otherwise provided in Government Code Section 66341, no ADU may be sold or otherwise conveyed separately from the primary residence. No junior accessory dwelling unit shall be sold or otherwise conveyed separate from the primary residence. A deed restriction shall be recorded for an JADU containing the information required by Government Code Section 66333(c). 7) The city shall not require an applicant for an accessory dwelling unit permit to correct any existing physical improvements on the lot that do not conform with current zoning standards as a condition of the approval of an accessory dwelling unit permit.
8) The city shall not issue a certificate of occupancy for an accessory dwelling unit before a certificate of occupancy is issued for the primary dwelling unit.
9) A demolition permit for a detached garage that is to be replaced with an accessorydwelling unit shall be reviewed with the application for the accessory dwelling unit and issued at the same time. 10) The city shall not deny an ADU or JADU application due to a nonconforming zoning condition, building code violation, or unpermitted structure on the lot that does not present a threat to the public health and safety and that is not affected by the construction of the ADU or JADU. 11) The city shall not deny a permit to legalize an existing but unpermitted ADU or JADU that was constructed before January 1, 2020, if denial is based on either of the following grounds: ( i) the ADU or JADU violates applicable building standards, or ( ii) the ADU or JADU does not comply with state ADU law or this Section 120.04.010).
a. Notwithstanding subsection ( f)(11) above, the city may deny a permit to legalize an existing but 11 443
unpermitted ADU or JADU that was constructed before January 1, 2020, if the city makes a finding that correcting a violation is necessary to comply with the standards specified in California Health and Safety Code section 17920.3.
b. Subsection ( f)(11) does not apply to a building that is deemed to be substandard in accordance with California Health and Safety Code section 17920.3.

Attached ADU Converted ADU Detached ADU JADU
ADU Permit
Required
Yes Yes Yes Yes
Processing time 60 days if there is an existing primary dwelling; concurrent review if no existing primary dwelling
Size Lesser of 50% of floor
area of primary
dwelling unit or 850
square feet for 1
bedroom or 1,000
square feet for 2
bedroom
850 square feet for
1 bedroom or 1,000
square feet for 2
bedroom
850 square feet
for 1 bedroom or
1,000 square feet
for 2 bedroom
500 square feet
Quantity ( SFR) 1 1 1
Quantity ( MFR) At least 1 per lot up to 25% of existing units 8 max N/A Rear and Side
Setback ( Min.)
4 feet ( unless existing is less than 4 feet) 4 feet N/A Height ( Max.) Lesser of height allowed per zone or 25 ft. 16 ft ( SFR), 18 ft MFR), with
exceptions
Height allowed per
zone
Parking None None 1 space/unit, with
exceptions
None
Impact fees Required if > 750 square feet N/A
12 444

CITY OF EASTVALE

CITY COUNCIL NOTICE OF PUBLIC HEARING
PROJECT NO. PLN25-20076 – ZONING CODE AMENDMENT AMENDING SECTION 120.04.010 (ACCESSORY DWELLING UNITS) OF THE EASTVALE MUNICIPAL CODE.

NOTICE IS HEREBY GIVEN that the City of Eastvale City Council will hold a public hearing on Wednesday, January 14, 2026, at 6:30 p.m. at the Eastvale City Hall Council Chambers located at 12363 Limonite Ave nue, Suite 910, Eastvale, CA 91752, to co nsider Project No. 25-20076 Zoning Code Amendment to amend Section 120.04.010 (Accessory Dwelling Units ) of the Eastvale Municipal Code.

PROJECT DESCRIPTION: The proposed text amendment s involve amending Section 120.04.010 of the Eastvale Municipal Code to comply with recent changes to State laws that govern local regulation of Accessory Dwelling Units (ADUs).

PROJECT LOCATION: Citywide.

ENVIRONMENTAL: Pursuant to the provisions of the California Environmental Quality Act (CEQA Public Resources Code, Section 21084 et. seq.), the proposed text amendment meets the criteria under Section 15060(c)(3), as it is not a project as defined in Section 15378 of the CEQA Guidelines. No further environmental review pursuant to CEQA is required.

Any person may submit written comments prior to the public hearing or may appear in person before the City Council to be heard. Written comments may be mailed to the City of Eastvale Planning D ivision located at 12363 Limonite Avenue, Suite 910, Eastvale, CA 91752 or via email to David M urray at [email protected]. For the comments to be presented to the City Council at the meeting, all comments made in writing or via e-mail prior to the public hearing must be received by the City of Eastvale Planning Division no later than Wednesday, January 14, 2026 at 5:00 p.m. Oral and written comments may be submitted directly to the City Council at the public hearing. If you challenge the project in court, you may be limited to raising only those issues you raised at the public hearing as described in this notice or in written correspondence delivered to the Eastvale City Council prior to or at the public hearing.

If you have any questions on the project, contact David Murray at (951) 703- 0488 or [email protected].

445

AGENDA STAFF REPORT

City Council Meeting

CITY COUNCIL BUSINESS

Agenda Item No. 13.1
January 14, 2026
2025 Fourth Quarter Economic Development Updates
Prepared By:

Alexander Fung, Economic Development Manager
Recommended Action(s)
Staff recommends that the City Council receive and file the report.

Summary
Housed under the City Manager’s Oﬃce, the City’s Economic Development Division plays a cri#cal role in advancing, eleva#ng, and suppor#ng the City Council’s Strategic Plan by driving long-term economic vitality, community prosperity, and ﬁscal resilience. As a core func#on of local government, the Economic Development Team directly supports the City’s ability to fund essen#al public services, enhance residents’ quality of life, and invest in public infrastructure. As a result, the Economic Development Team designs, implements, and supports ini#a#ves focused on business a*rac#on, business reten#on, community growth, government rela#ons, and workforce development.

Addi#onally, the Division leads cross-departmental special projects that address emerging challenges and opportuni#es, while partnering with other City departments and external partners to leverage resources and secure funding that strengthens public infrastructure and the City’s services.

Staﬀ seeks to provide the City Council with an update on key economic development programs, initiatives, and outcomes achieved over the past several months.

Background
The 2025 Eastvale Strategic Plan outlined specific actions for the City’s Economic Development Team to support the City Council’s goals. Target B of the Strategic Plan speciﬁcally highlights the following 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752 951.361.0900 |
eastvaleca.gov
446
actions:

Goal A: Attract and retain businesses;
Goal B: Create “Destination Eastvale;”
Goal C: Develop branding for Eastvale;
Goal D: Develop strategies for business retention, business support, and business reward; Goal E: Implement strategies to retain local talent;
Goal F: Reinvest in and revitalize existing shopping centers; Goal G: Streamline the development process; and
Goal H: Prioritize City beautification in order to increase business attraction.

Addi#onally, the Economic Development Team works to support other economic development- related goals in the City’s Strategic Plan, including:

Target
Goal
Description
A
D
Increase law enforcement involvement with the community C
H
Evaluate connections between economic development and
financial planning
C
I
Leverage grant funding
D
B
Develop strategies for art in public places
D
C
Expand modes of communication beyond social media
E
A
Develop and construct Civic Center
F
H
Invest in technology improvements to enhance customer
service
Analysis
2026 Strategic Planning
Last week, the Economic Development Team conducted an internal workshop to ensure that the Division’s work remains directly aligned with the City Council’s Strategic Plan, budget priori#es, and community values. Through thorough analyses and evalua#ons, staﬀ iden#ﬁed addi#onal projects that can elevate and enhance the City’s economic development, workforce development, and community development activities.

Business Attraction Activities
Throughout the past six months, the Economic Development Division launched the Business A*rac#on Analysis to iden#fy innova#ve ways to a*ract desirable businesses in Eastvale. The goal was for the team to speciﬁcally iden#fy top sales tax genera#ng businesses in California, align outreach strategies with market trends and demand, and guide land use decisions. Based on the results of the analysis, staff will begin elevating existing business attraction activities by:

Creating an interactive Digital Business First Portal;
Creating site-specific and industry-specific business attraction and opportunity flyers; Encouraging local businesses to promote local hiring to boost daytime population; and Increasing the City’s presence in relevant Inland Empire and Southern California real estate conferences.

Addi#onally, staﬀ con#nues outreach ac#vi#es to reach desired businesses, with follow-ups conducted periodically to desired food and beverage, entertainment, and retail businesses. Staﬀ 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
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also follows up with businesses that are seeking sites in Eastvale once a suitable tenant space or site becomes available.

Business First Initiative
Since its launch in July 2025, the Business First has been successful in helping businesses to be*er understand every phase of the business development process. Flowcharts and videos were created to clarify permiCng and inspec#on processes, which are par#cularly helpful to ﬁrst-#me business owners and managers. Overall, this ini#a#ve has gained recogni#on from regional and state economic development organiza#ons such as the California Associa#on of Local Economic Development (CALED) and the Inland Empire Economic Partnership (IEEP).

Between August 2025 and September 2025, the Economic Development Team partnered with the Human Resources Department to hold a series of staﬀ trainings to elevate customer experiences for residents and businesses. As a result, each department is encouraged to implement at least one addi#onal strategy or ini#a#ve that can help residents or businesses feel at ease when interac#ng with their respective department staff.

Informa#on regarding the Business First Ini#a#ve, and its resources, can be found at https://www.eastvaleca.gov/business/business-first-program.

Business First Walks
Launched in 2023, the Eastvale Business First Walks is a collabora#ve business reten#on ini#a#ve involving City leadership, city staﬀ, regional partners, public safety, and community volunteers. The program has expanded to include three coordinated walk series designed to strengthen rela#onships with the local business community. Council Business Walks focus on engagement and recogni#on of both long-standing and new businesses, with Public Safety Walks emphasize crime preven#on and safer business environments in partnership with the Riverside County Sheriﬀ’s Department. Staﬀ Business Walks ensure comprehensive outreach by visi#ng every business to share resources, build connec#ons, and gather feedback. Collec#vely, these eﬀorts promote public safety, strong partnerships, and proactive public engagement across Eastvale’s shopping centers.

Business Incentive Programs
The City con#nues to operate its Business Incen#ve Loan Program and its Shopping Center License Plate Reader (LPR) Camera Grant Program to a*ract desirable businesses and support public safety eﬀorts in exis#ng shopping centers. Staﬀ con#nues to engage with businesses that received awarded loan funds to ensure repor#ng compliance eﬀorts. Pursuant to AB 562, the Economic Development Team will prepare necessary 5-year economic development subsidy reports for businesses that have received $100,000 or more in public funds for the purposes of economic development.

These incen#ve programs are widely publicized in local and regional real estate groups. Interested businesses are recommended to ﬁrst contact the City’s Economic Development Team prior to submiCng an applica#on to ensure that all inquiries and ques#ons were addressed. Addi#onal information can be found on https://www.eastvaleca.gov/business/programs-and-incentives.

Community Outreach and Engagement
The Economic Development Division embraces the importance of engaging with community members and ac#vely partners with the Communica#ons Division to share relevant economic 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752 951.361.0900 |
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development news with local residents and businesses. Informa#on is shared via the City’s social media plaIorms, newsle*ers, podcast episodes, and website. The City’s economic development webpage, which can be found at h*ps://www.eastvaleca.gov/business, includes various resources for business owners and individuals who are interested in starting businesses in Eastvale.

Currently, staﬀ implements a total of 5 economic development social media series, including the Business First Series that features the City’s resources for businesses, the Business Walk Series that highlight the City’s business outreach visits, the Eastvale Insider Series that showcase the stories of Eastvale’s local businesses, the Takeout Tuesday Series to feature Eastvale’s eateries and restaurants, and the Self-care Sunday Series to highlight Eastvale businesses that provide beauty and healthcare services.

Furthermore, staﬀ con#nues to operate quarterly broker and developer newsle*ers directed at sharing the City’s available commercial spaces in detail. This newsle*er is shared with the Inland Empire’s commercial brokers and agents to generate addi#onal awareness about the City’s vacant spaces.

Last month, staﬀ par#cipated in the City’s Miracle on Citrus event to check-in with par#cipa#ng businesses and vendors. City events oJen create low-barrier and informal opportuni#es to engage with local and regional businesses that may not otherwise interact with city staﬀ. Vendors are oJen more open to conversa#on in these seCngs, allowing staﬀ to build rela#onships and understand real-#me insight into local business environments. At #mes, these vendors serve as possible candidates for brick-and-mortar expansion in the community. With that in mind, the Economic Development Team will also host a booth at the upcoming Lantern Festival in February 2026.

Film Ordinance
The Economic Development Team is upda#ng the City’s Film Ordinance to posi#on Eastvale as a compe##ve and ﬁlm-friendly loca#on for produc#on ac#vi#es. Produc#ons can signiﬁcantly enhance the City’s visibility and reputa#on while genera#ng economic beneﬁts such as job crea#on, tourism, and increased spending. According to the Inland Empire Film Commission, produc#on companies typically invest in local hotels, catering services, equipment rentals, and retail businesses. Upda#ng the Film Ordinance demonstrates the City’s commitment to suppor#ng the ﬁlm industry and streamlining the produc#on process. Staﬀ is awai#ng the California Film Commission’s approval before presenting the final draft for the City Council’s consideration.

Grants
The Economic Development Division manages and coordinates several grant-related ini#a#ves to leverage available grant opportuni#es. In par#cular, the Economic Development Team manages the City’s Community Development Block Grant (CDBG) and eﬀorts to obtain speciﬁc federal and state grants. Staﬀ is preparing for the FY 2026-2027 Congressionally Directed Spending/Community Project Funding cycle and evaluating potential eligible projects with the City’s Executive Team.

Addi#onally, staﬀ is awai#ng Congress’ decision on approving a $6,000,000 request that can support the construc#on of the Eastvale Library. This request was submi*ed to Congresswoman Norma Torres’ Oﬃce last year as part of the FY 2025-2026 Congressionally Directed Spending/Community Project Funding cycle. Should Congress approve the funding request, the City will have the opportunity to accept or deny the grant award.
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I-15 Economic Development Collaborative
Last year, the City of Eastvale led the forma#on of the I-15 Economic Development Collabora#ve with the Ci#es of Corona, Eastvale, Fontana, Jurupa Valley, Norco, Ontario, and Rancho Cucamonga to leverage resources in prepara#on for the 2028 Los Angeles Summer Olympics (LA28). The Collabora#ve convenes quarterly to share best prac#ces and discuss LA28 prepara#on strategies.

Examples of collabora#ve opportuni#es include hos#ng Olympic Fan Zones throughout the Inland Empire, exploring the possibility of streamlining permiCng requirements across mul#ple jurisdic#ons during LA28, developing a regional branding and marke#ng campaign, and crea#ng art installa#ons. For the past three months, the Collabora#ve began developing detailed plans to launch oﬃcial prepara#on ac#vi#es. The Collabora#ve is also planning to host a half-day City Manager/Economic Development Summit in June 2026 to showcase each city’s hallmark economic development and infrastructure improvement projects.

ICSC and Real Estate Conferences
As part of the Economic Development Division’s business a*rac#on strategy, staﬀ a*ends Interna#onal Council of Shopping Centers’ (ICSC) conferences to build and maintain rela#onships with business representa#ves. The recent ICSC conference, known as ICSC Western, was held at the Palm Springs Conven#on Center between September 28, 2025 and September 30, 2025. These conferences are excellent opportuni#es for the City to meet with brokers, business owners, and developers to understand their needs and encourage business expansion. Staﬀ is also preparing to a*end the upcoming ICSC Las Vegas Conference that will be held between May 18, 2026 and May 20, 2026.

Addi#onally, the Economic Development Team will be a*ending the 2026 Entertainment Evolu#on Experience (EEE) Conference on February 24, 2026 to connect with brokers from entertainment brands.

Recognition
The City proudly received the 2025 Partner of the Year Award from the Riverside County Workforce Development Board on December 10, 2025. Throughout last year, the Economic Development Team con#nuously partnered with the County of Riverside to implement the City’s Business First Walks and the City’s ﬁrst job fair, expanding workforce opportuni#es for residents and strengthening connections between local employers and job seekers.

Regional Collaboration
In addi#on to leading the I-15 Economic Development Collabora#ve, the Economic Development Team is closely connected to Discover Inland Empire and TeamCalifornia. Together, these two organiza#ons focus on providing addi#onal opportuni#es for the City to generate tourism, promote des#na#on marke#ng, and elevate business recruitment ac#vi#es. The City beneﬁts from established marke#ng plaIorms and data that enhance Eastvale’s promo#on without duplica#ng eﬀort or cost, maximizing limited staﬀ and ﬁnancial resources through shared exper#se and collabora#on. Staﬀ aims to partner with these organiza#ons to host a broker and business tour in Spring 2026.

Workforce Development
In partnership with the Riverside County Workforce Development Board, staﬀ is preparing to host a job fair in Spring 2026. The job fair can connect residents to employment opportuni#es by providing 12363 Limonite Avenue | Suite 910 | Eastvale, CA 91752
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direct access to local and regional employers and assist local businesses to address workforce shortages. This also provides an opportunity for the City to understand local workforce needs and tailor programs for training purposes. Addi#onal informa#on regarding the job fair will soon be available on the City’s website and social media platforms.

Environmental
Pursuant to Sec#on 15378 of the California Environmental Quality Act (CEQA) Guidelines, organiza#onal or administra#ve ac#vi#es of governments that do not result in direct or indirect physical changes in the environment are not considered as CEQA projects.

Strategic Plan Action - Priority Level: 1
| Target #: B
| Goal #: A
The City’s Economic Development Team supports efforts to attract and retain businesses in Eastvale.

Fiscal Impact
Funds to implement the City’s economic development ini#a#ves are budgeted within the Economic Development Division in the General Fund. Staﬀ ac#vely con#nues to search for relatable grant funding to support additional economic development efforts.

Prior City Council/Commission Action
The City Council receives quarterly economic development updates during City Council mee#ngs.

The Planning Commission and the Public Safety Commission also receive periodic updates from the Economic Development Team. The previous update provided to the City Council was on September 24, 2025.

Attachment(s)
Not Applicable.
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Eastvale City CouncilJanuary 14, 2026

Eastvale City Council
January 14, 2026