HomeMy WebLinkAboutE-10 - Staff Report - Vernon Ave Pavement Rehabilitation ProjectCONSENT ITEM
E-10
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
VIA: SERGIO GONZALEZ, CITY MANAGER
FROM: DANIEL BOBADILLA, P.E., DIRECTOR OF PUBLIC WORKS/CITY ENGINEER
DATE: NOVEMBER 5, 2018
SUBJECT: APPROVE THE IMPROVEMENT PLANS FOR THE VERNON AVENUE FROM
GLADSTONE STREET TO SANTA FE AVENUE PAVEMENT REHABILITATION
PROJECT AND AUTHORIZE STAFF TO SOLICIT A NOTICE OF INVITING BIDS
BACKGROUND:
The pavement on Vernon Avenue between Gladstone Street and Santa Fe Avenue is in need of
rehabilitation. The proposed actions will approve the improvement plans and authorize staff to solicit
bids from qualified contractors to make the much needed repairs and other infrastructure improvements
on Vernon Avenue.
RECOMMENDATION:
Staff recommends the City Council take the following actions:
1) Approve the project plans; and
2)Authorize staff to solicit a Notice of Inviting Bids for the Vernon Avenue Pavement
Rehabilitation Project.
ANALYSIS:
The proposed project will rehabilitate the pavement on Vernon Avenue between Gladstone Street and
Santa Fe Avenue, approximately 1.3 miles in length. The rehabilitation method consists of a 3 inch
coldmill and asphalt concrete overlay operation. Additional improvements include removal and
replacement of curb ramps at various locations throughout the project limits. The engineer’s estimate for
the proposed project is $550,000.
If approved by the City Council, staff will solicit bids from qualified contractors. Staff will review
submitted bids and request approval from the City Council to award a contract at a future meeting.
Construction is anticipated to occur February to April of 2019.
APPROVED
CITY COUNCIL
11/5/2018
Vernon Avenue Pavement Rehabilitation Project
November 5, 2018
Page 2
FISCAL IMPACT:
There is no fiscal impact associated with the recommendation actions.
Prepared by: Reviewed by:
Phillip Flores Daniel Bobadilla
Engineering Assistant I Director of Public Works/City Engineer
Reviewed and Approved:
Sergio Gonzalez
City Manager
Attachment:
1) Project Improvement Plans
E 1ST ST210394038210VICINITY MAPPROJECTLOCATIONCITY OF AZUSA GENERAL NOTES:1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONSDURING THE COURSE OF THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ANDPROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKINGHOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY IT, AND HOLD THE OWNER, AND THE CITY OFAZUSA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OFTHE WORK ON THIS PROJECT.2. ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE STANDARD PLANS & SPECIFICATIONS OF THE CITYOF AZUSA LATEST EDITION, AND THE STANDARD PLANS & SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION(GREEN BOOK) LATEST ADDITION. A COPY SHALL BE ON THE SITE AT ALL TIMES. ALL WORK SHALL BE SUBJECT TOCITY INSPECTOR'S ACCEPTANCE AS A CONDITION OF COMPLETION OF WORK BY THE CONTRACTOR.3. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR BETTER CONDITION, ANY DAMAGESDONE TO EXISTING FENCES, CURBS, STREETS, DRIVEWAYS, LANDSCAPING AND STRUCTURES, AND EXISTING UTILITIES(NOT ADJUSTED ON PLANS). COST OF RESTORATIONS, IF ANY, SHALL BE THE CONTRACTOR'S ENTIRE EXPENSE.4. WORKING HOURS SHALL BE FROM 7:00A.M. TO 6:00P.M. MONDAY THROUGH FRIDAY5. NO WORK IS ALLOWED ON HOLIDAYS6. FOR ALL WORK IN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL PROCURE ALL PERMITS AND LICENSES, PAYALL CHARGES, FEES AND TAXES, AND GIVE ALL NOTICES NECESSARY AND INCIDENTAL TO THE DUE AND LAWFULPROSECUTION OF THE WORK.7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE UTILITY SERVICE LINES AS REQUIRED FORCONSTRUCTION.8. DUE TO FEDERAL REGULATIONS TITLE 49, PART 192 (8), GAS COMPANIES MUST MAINTAIN ACCESS TO GAS VALVESAT ALL TIMES. THE CONTRACTOR MUST PROTECT AND WORK AROUND ANY GAS VALVES THAT ARE IN THE PROJECTAREA.9. THE CONTRACTOR SHALL HAVE COPIES OT THE PLANS ON THE PROJECT, AND BE FAMILIAR WITH ALL APPLICABLESTANDARDS.10. ANY REVISIONS OR CHANGES TO THE APPROVED CONSTRUCTION PLANS WILL REQUIRE APPROVAL BY IN WRITING BYTHE CITY ENGINEER.11. CONTRACTOR SHALL KEEP A SET OF REDLINE AS-BUILTS ON THE SITE AT ALL TIMES AND UPDATE DAILY.12. CONTRACTOR SHALL SUBMIT THE REDLINE AS-BUILTS TO THE CITY ENGINEER ONCE THE PROJECT HAS BEENCOMPLETED.13. DURING THE COURSE OF THE WORK, PEDESTRIANS, AND VEHICULAR ACCESS MUST BE MAINTAINED AT ALL TIMES.14. ALL WORK SHALL BE SUBJECT TO THE CITY OF AZUSA INSPECTOR'S AND ACCEPTANCE AS A CONDITION OFCOMPLETION OF WORK BY THE CONTRACTOR.15. ALL EXISTING STRUCTURES AND SUBSTRUCTURES SHOWING ON THESE PLANS ARE FROM AVAILABLE RECORDS IS THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF SAID STRUCTURES AND SUBSTRUCTURES ANDPROTECT THEM IN PLACE WHETHER OR NOT SHOWING ON THESE PLANS.16. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL SHOW REPORT ALL DISCREPANCIES TOTHE CITY ENGINEER PRIOR TO COMMENCING OF WORK.17. ON COMPLETION OF CONSTRUCTION, ALL DAMAGED OR DESTROYED CENTERLINE TIES OR SURVEY MONUMENTSARE TO BE RESET AND CORNER RECORDS PREPARED FOR SURVEY MONUMENTS NEED TO BE SUBMITTED TO THECITY'S ENGINEERING DIVISION PRIOR TO FILING WITH THE COUNTY SURVEYOR IN COMPLIANCE WITH AB1414. THISMUST BE COMPLETED PRIOR TO CERTIFYING COMPLETION OF THE PROJECT ALL RESTORATIONS OF SURVEYMONUMENTS.18. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT 1-800-227-2600, ALL PUBLIC UTILITYCOMPANIES, AND OWNERS OF ALL PRIVATE FACILITIES WITHIN THE AREA OF CONSTRUCTION AT LEAST TWO (2)WORKING DAYS IN ADVANCE OF PERFORMING ANY WORK WITHIN SAID AREA.19. THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL DEVICES 24 HOURS 7 DAYS A WEEK. 24/7 HOURCONTACT IS ____________________________ WHO CAN BE REACHED AT_______________________.20. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR TWO (2) WORKINGS DAYS PRIOR TO COMMENCINGWORK. THE NOTIFICATION TO BE CONFIRMED BY THE PUBLIC WORKS INSPECTOR.21. THE CONTRACTOR SHALL REQUEST AN APPOINTMENT FOR INSPECTION SERVICES TWO (2) WORKINGS DAYS PRIORTO THE PROPOSED INSPECTION DATE WITH THE PUBLIC WORKS INSPECTOR. THE APPOINTMENT SHALL BECONFIRMED BY PUBLIC WORKS INSPECTOR.CITY OF AZUSA SIGNING AND STRIPING NOTES:1. ALL SIGNING AND STRIPING SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE CALIFORNIAMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD).2. ALL NEW CROSSWALKS, ARROWS, AND LEGENDS SHALL BE PREPPED AND COATED WITH THERMOPLASTIC, PERCALTRANS STANDARD PLANS AND SPECIFICATIONS, CURRENT EDITION.3. ALL NEW STRIPING SHALL BE PREPPED AND COATED WITH PAINT, PER CALTRANS STANDARD PLANS ANDSPECIFICATIONS, CURRENT EDITION. (2 COATS OF PAINT)4. NO STRIPING SHALL BE DONE WITHOUT THE APPROVAL OF THE CITY. ALL CAT-TRACK AND SIGN LAYOUTS SHALL BEINSPECTED AND APPROVED BY THE CITY BEFORE STRIPING BEGINS. CONTACT THE PUBLIC WORKS INSPECTOR 48HOURS BEFORE CAT-TRACKING TO SCHEDULE INSPECTION.5. ALL STRIPING AND MARKINGS SHALL BE INSTALLED AND REMOVED BY THE CONTRACTOR.6. ANY EXISTING STRIPING, INCLUDING RAISED PAVEMENT MARKINGS, OR PAVEMENT LEGENDS WHICH CONFLICTWITH APPROVED STRIPING PLANS SHALL BE REMOVED BY WET SANDBLASTING OR GRINDING. NO BLACKOUT WILLBE ALLOWED.7. ALL ARROW MARKINGS SHALL BE TYPE IV (L OR R) UNLESS OTHERWISE NOTED.8. ALL SKIP LANE STRIPING AT INTERSECTION APPROACHES/DEPARTURES WITHOUT CROSSWALKS OR LIMIT LINESSHALL BEGIN/END 10 FEET FROM THE EXTENSION OF THE INTERSECTION CURB LINES.9. ALL LANE LINES AT INTERSECTION APPROACHES AND DEPARTURES SHALL BEGIN AND END WITH 50 FEET OF 4-INCHSOLID WHITE LINE.10. ALL EXISTING STRIPING OR PAVEMENT MARKINGS CONFLICTING WITH PROPOSED STRIPING OR MARKINGS SHALLBE REMOVED.11. REPLACE ALL MISSING, BROKEN, AND NON-FUNCTIONING REFLECTIVE MARKERS WITHIN PROJECT LIMITS.12. SEAL/REPAIR PAVEMENT WHERE STRIPING HAS BEEN BLASTED AND WHERE PAVEMENT MARKERS HAVE BEENREMOVED AND NOT REPLACED.13. ALL STRIPING SHALL BE THERMOPLASTIC.LOCATION MAPCITY OF AZUSA ASPHALT PAVING NOTES:1. A PRE-PAVING MEETING SHALL BE HELD FORTY-EIGHT (48) HOURS PRIOR TO PAVING. THE CITY OF AZUSA'S PUBLICWORKS INSPECTOR SHALL BE NOTIFIED FOR ATTENDANCE OF THIS MEETING.2. NEW PAVEMENT THICKNESS SHALL COMPLY WITH THE CITY OF AZUSA STANDARD R12-1. PAVING LIMITS TO BEDETERMINED BY THE CITY ENGINEER, OR PUBLIC WORKS INSPECTOR3. ONE (1) OR TWO (2) SACK SLURRY MIX SHALL BE USED FOR BACKFILL PER CITY OF AZUSA STANDARD PLAN R-12. ALLSLURRY BACKFILLS WILL REQUIRE 72 HOURS OF CURE TIME.4. ASPHALT CONCRETE MIX DESIGN, AND PAVEMENT SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF THECITY OF AZUSA.5. UNTREATED BASE BENEATH ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE DENSITY.6. LONGITUDINAL JOINTS IN THE TOP LAYER SHALL MATCH LANE LINES.7. FINAL PAVEMENT SECTIONS SHALL BE APPROVED BY THE CITY ENGINEER. THE SOILS ENGINEER SHALL SUBMITPAVEMENT SECTION RECOMMENDATIONS BASED ON “R” VALUE ANALYSIS OF THE SUBGRADE SOILS, AND CITYAPPROVED TRAFFIC INDICES. R-VALUE TEST SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA TESTING 301,OR ASTM D2844 OF THE SUBGRADE SOILS.8. WORKING HOURS SHALL BE FROM 7:00A.M. TO 6:00P.M. MONDAY THROUGH FRIDAY9. NO WORK IS ALLOWED ON HOLIDAYSADA AMERICAN DISABILITIES ACTAPWA AMERICAN PUBLIC WORKS ASSOCIATIONAC ASPHALT CONCRETEBCR BEGINNING OF CURB RETURNCAB CONCRETE AGGREGATE BASECF CURB FACEECR END OF CURB RETURNEX EXISTINGMAX MAXIMUMMIN MINIMUMMISC MISCELLANEOUSMUTCD MANUAL FOR UNIFORM TRAFFIC DEVICESPCC PORTLAND CEMENT CONCRETEPB PULL BOXSTD STANDARDR RADIUSROW RIGHT-OF-WAYTYP TYPICALWM WATER METERPA PLANTER AREABW BACK OF WALK℄ CENTERLINEEG EDGE OF GUTTER FLOW LINEFG FINISHED GRADEFS FINISHED SURFACENG NATURAL GRADEPCC PORTLAND CEMENT CONCRETER/W RIGHT OF WAYSTA STATIONABBREVIATIONS:PROJECTLOCATIONCOLDMILL AND OVERLAYGGAS VALVECITY ROWCENTER LINECURB AND GUTTERDRIVE WAYLEGEND:WATER VALVEIMPROVEMENT PLANFORVERNON AVENUE REHABILITATIONFROM GLADSTONE STREET TO SANTA FE AVENUESSEWER MANHOLEWEELECTRIC MANHOLETRAFFIC LOOPSMATCH LINECHARTER COMMUNICATIONS4781 IRWINDALE AVE.IRWINDALE, CA 91706TEL: 626-430-3331CONTACT: GEORGE ALVAREZEMAIL: george.alvarez@chartercom.comSOUTHERN CALIFORNIA GAS COMPANY9400 OAKDALE AVENUE, SC9331CHATSWORTH, CA 91311-6511TEL.: 818-701-2516FAX: 818-701-3380CONTACT: SAM SIFUENTES, MANAGEREMAIL: ssifuentes@semprautilities.comORCONTACT: TERRY HEIMBRUCH, PLANNEREMAIL: theimbruch@SempraUtilities.comSOUTHERN CALIFORNIA EDISON1241 S. GRAND AVENUESANTA ANA, CA 92705TEL: (714)973-5409OPERATOR: (626)302-1212CONTACT: WALLACE ZIMMERMANEMAIL: wally.zimmerman@sce.comORCONTACT: RODNEY PORTEREMAIL: Rodney.porter@sce.comATHENS DISPOSAL SERVICESP.O. BOX 60009CITY OF INDUSTRY, CA 91715TEL.: 626-336-3636LA COUNTY PUBLIC WORKSROAD DEPARTMENT900 S. FREMONT AVENUEALHAMBRA, CA 91803TEL: (626) 458-1700CONTACT: GEORGE ELLISEMAIL: gellis@dpw.lacounty.govFRONTIER COMMUNICATIONS1400 EAST PHILLIPS BOULEVARDPOMONA, CA 91766CONTACT: JIM BOLLIERTEL: (909)-469-6333EMAIL: jim.bollier@ftr.comLEVEL 3 COMMUNICATIONS1025 ELDORADO BOULEVARDBLDG 33A-522BROOMFIELD, CO 80021TEL: (720) 888-6482EMAIL: Level3.NetworkRelocations@level3.comMPOWER COMMUNICATIONS2698 WHITE ROADIRVINE, CA 92614TEL: (949)864-0296CONTACT: MARK DENNINGEMAIL: mdenning@telepacific.comNEXTG NETWORKS INC.2125 WRIGHT AVENUE SUITE C9LA VERNE, CA 91750TEL: (925)876-2060CONTACT: SHAUNA DESBOISEMAIL: sdesbois@nextgnetworks.netCOUNTY SANITATION DISTRICTPO BOX 4998WHITTIER, CA 90601TEL: (562) 699-7411CONTACT: MARTHA TREMBLAYEMAIL: mtremblay@lacsd.orgAZUSA LIGHT AND WATER729 N. AZUSA AVE.AZUSA, CA 91702TEL.: 626-812-5172CONTACT: HIEN VUONG (LIGHT)EMAIL: hvuong@ci.azusa.ca.usWATER:TEL.: 626-812-5173CONTACT: MELISSA BARBOSA (WTR)EMAIL: mbarbosa@ci.azusa.ca.usFOOTHILL TRANSIT100 S. VINCENT AVE.WEST COVINA, CA 91790CONTACT: HENRY LOPEZ(626) 931-7225hlopez@foothilltransit.orgLA COUNTY PUBLIC WORKS900 S. FREMONT AVENUEALHAMBRA, CA 91803TEL: (626) 300-3374CONTACT: HU YIEMAIL: hyi@dpw.lacounty.govAGENCY & UTILITY INFORMATIONQUANTITIES5,100 TNS33 EA30 LF1 EA10 EA36 EA 22 EANOT TO SCALENOT TO SCALEBENCHMARKONo. 68495CExp. 09/30/19EOTASTR
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EL BOBADILLABASIS OF BEARINGSREFERENCESSHEET INDEX234567IMPROVEMENT PLANIMPROVEMENT PLANIMPROVEMENT PLANSTRIPING PLANSTRIPING PLANSTRIPING PLANVERNON AVENUEGLADSTONE STREETSANTA FE AVENUE 1 23 4 65 7CONSTRUCTION NOTESCOLDMILL 3" AND CONSTRUCT 3" OVERLAY OF FINISH COURSE ASPHALT PG 64-10.REMOVE & CONSTRUCT ADA CURB RAMPS WITH TRUNCATED DOME PER APWASTANDARD 111-5, AND RECONSTRUCT ABUTTING ASPHALT CONCRETE PER CITY OFAZUSA STANDARD R11-1.REMOVING EXISTING APPROACH AND CONSTRUCT SIDEWALK PER CITY OF AZUSASTANDARD PLAN R6-1.CONSTRUCT DRIVE APPROACH PER CITY OF AZUSA STANDARD R5-1.RE-INSTALL ROUND TRAFFIC LOOP, 6' IN DIAMETER, PER CALTRANS STANDARD. FRONTLOOP SHALL BE 1' BEHIND CROSSWALK OR LIMIT LINE.ADJUST UTILITY VALVE TO GRADE, PROVIDE ACCESS TO UTILITY VALVES AT ALL TIMESAND KEEP CLEAN AND CLEAR OF ALL DEBRIS.ADJUST MANHOLE COVER TO GRADE, PROVIDE ACCESS TO MANHOLE AT ALL TIMESAND KEEP CLEAN AND CLEAR OF ALL DEBRIS.UUTILITY MANHOLEAATTACHMENT 1
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COLDMILL 2" AND CONSTRUCT 2" OVERLAY OF FINISH COURSE ASPHALT PG 64-10.
REMOVE & CONSTRUCT ADA CURB RAMPS WITH TRUNCATED DOME PER APWA STANDARD 111-5, AND
RECONSTRUCT ABUTTING ASPHALT CONCRETE PER CITY OF AZUSA STANDARD R11-1.
REMOVING EXISTING APPROACH AND CONSTRUCT SIDEWALK PER CITY OF AZUSA STANDARD PLAN R6-1.
CONSTRUCT DRIVE APPROACH PER CITY OF AZUSA STANDARD R5-1.
RE-INSTALL ROUND TRAFFIC LOOP, 6' IN DIAMETER, PER CALTRANS STANDARD. FRONT LOOP SHALL BE 1'
BEHIND CROSSWALK OR LIMIT LINE.
ADJUST UTILITY VALVE TO GRADE, PROVIDE ACCESS TO UTILITY VALVES AT ALL TIMES AND KEEP CLEAN AND
CLEAR OF ALL DEBRIS.
ADJUST MANHOLE COVER TO GRADE, PROVIDE ACCESS TO MANHOLE AT ALL TIMES AND KEEP CLEAN AND
CLEAR OF ALL DEBRIS.
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CONSTRUCTION NOTES
COLDMILL 2" AND CONSTRUCT 2" OVERLAY OF FINISH COURSE ASPHALT PG 64-10.
REMOVE & CONSTRUCT ADA CURB RAMPS WITH TRUNCATED DOME PER APWA STANDARD 111-5, AND
RECONSTRUCT ABUTTING ASPHALT CONCRETE PER CITY OF AZUSA STANDARD R11-1.
REMOVING EXISTING APPROACH AND CONSTRUCT SIDEWALK PER CITY OF AZUSA STANDARD PLAN R6-1.
CONSTRUCT DRIVE APPROACH PER CITY OF AZUSA STANDARD R5-1.
RE-INSTALL ROUND TRAFFIC LOOP, 6' IN DIAMETER, PER CALTRANS STANDARD. FRONT LOOP SHALL BE 1'
BEHIND CROSSWALK OR LIMIT LINE.
ADJUST UTILITY VALVE TO GRADE, PROVIDE ACCESS TO UTILITY VALVES AT ALL TIMES AND KEEP CLEAN AND
CLEAR OF ALL DEBRIS.
ADJUST MANHOLE COVER TO GRADE, PROVIDE ACCESS TO MANHOLE AT ALL TIMES AND KEEP CLEAN AND
CLEAR OF ALL DEBRIS.
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CONSTRUCTION NOTES
COLDMILL 2" AND CONSTRUCT 2" OVERLAY OF FINISH COURSE ASPHALT PG 64-10.
REMOVE & CONSTRUCT ADA CURB RAMPS WITH TRUNCATED DOME PER APWA STANDARD 111-5, AND
RECONSTRUCT ABUTTING ASPHALT CONCRETE PER CITY OF AZUSA STANDARD R11-1.
REMOVING EXISTING APPROACH AND CONSTRUCT SIDEWALK PER CITY OF AZUSA STANDARD PLAN R6-1.
CONSTRUCT DRIVE APPROACH PER CITY OF AZUSA STANDARD R5-1.
RE-INSTALL ROUND TRAFFIC LOOP, 6' IN DIAMETER, PER CALTRANS STANDARD. FRONT LOOP SHALL BE 1'
BEHIND CROSSWALK OR LIMIT LINE.
ADJUST UTILITY VALVE TO GRADE, PROVIDE ACCESS TO UTILITY VALVES AT ALL TIMES AND KEEP CLEAN AND
CLEAR OF ALL DEBRIS.
ADJUST MANHOLE COVER TO GRADE, PROVIDE ACCESS TO MANHOLE AT ALL TIMES AND KEEP CLEAN AND
CLEAR OF ALL DEBRIS.
SIDEWALK
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INSTALL 8” WHITE THERMOPLASTIC CHANNELIZING LINE DETAIL 38 PER CALTRANS STANDARDS PLANS
DETAIL A20D.
INSTALL 4” DOUBLE YELLOW THERMOPLASTIC LINES PER CALTRANS STANDARD PLANS A20A, DETAIL 22.
INSTALL 4” WHITE THERMOPLASTIC LANE LINES DETAIL 9 PER CALTRANS STANDARDS PLANS A20A.
INSTALL 50' OF 4” WHITE THERMOPLASTIC SOLID LINES
INSTALL 50' OF 4” YELLOW THERMOPLASTIC SOLID LINES
INSTALL THERMOPLASTIC TYPE IV (L) ARROW PER CALTRANS STANDARD PLANS A24A.
INSTALL THERMOPLASTIC TYPE IV (R) ARROW PER CALTRANS STANDARD PLANS A24A.
INSTALL 12” WHITE THERMOPLASTIC CROSSWALK STRIPING PER DETAIL BASIC 1O' CLEAR PER CALTRANS
STANDARD PLANS A24F.
REFRESH CURB WITH RED PAINT.
REMOVE EXISTING RED CURB.
REFRESH MEDIAN NOSE WITH YELLOW PAINT.
REFRESH CROSSWALK WITH 12” WHITE THERMOPLASTIC CROSSWALK STRIPING PER DETAIL BASIC 1O'
CLEAR PER CALTRANS STANDARD PLANS A24F.
REFRESH "STOP" PAVEMENT MARKER PER CALTRANS STANDARD PLANS A24D. (THERMOPLASTIC)
REFRESH LIMIT LINE WITH 12" WHITE THERMOPLASTIC.
INSTALL 12” YELLOW THERMOPLASTIC CROSSWALK STRIPING PER DETAIL BASIC 1O' CLEAR PER
CALTRANS STANDARD PLANS A24F.
REFRESH CROSSWALK WITH 12” YELLOW THERMOPLASTIC CROSSWALK STRIPING PER DETAIL BASIC 1O'
CLEAR PER CALTRANS STANDARD PLANS A24F.
INSTALL "STOP" PAVEMENT MARKER PER CALTRANS STANDARD PLANS A24D. (THERMOPLASTIC)
INSTALL LIMIT LINE WITH 12" WHITE THERMOPLASTIC. (THERMOPLASTIC)
INSTALL R1-1 PER LATEST MUTCD SIGN STANDARDS AND SPECIFICATIONS
REFRESH "SCHOOL" PAVEMENT MARKER PER CALTRANS STANDARD PLANS A24D. (THERMOPLASTIC)
REFRESH "AHEAD" PAVEMENT MARKER PER CALTRANS STANDARD PLANS A24D. (THERMOPLASTIC)
REFRESH "XING" PAVEMENT MARKER PER CALTRANS STANDARD PLANS A24D. (THERMOPLASTIC)
REFRESH 8” WHITE THERMOPLASTIC CHANNELIZING LINE DETAIL 38 PER CALTRANS STANDARDS PLANS
DETAIL A20D.
REFRESH THERMOPLASTIC TYPE IV (L) ARROW PER CALTRANS STANDARD PLANS A24A.
REFRESH THERMOPLASTIC TYPE IV (R) ARROW PER CALTRANS STANDARD PLANS A24A.
REFRESH 4” WHITE THERMOPLASTIC LANE LINES DETAIL 9 PER CALTRANS STANDARDS PLANS A20A.
REFRESH 4” DOUBLE YELLOW THERMOPLASTIC LINES PER CALTRANS STANDARD PLANS A20A, DETAIL 22.
11
12
13
14
COLDMILL AND OVERLAY
CITY ROW
CENTER LINE
EXISTING CURB AND GUTTER
DRIVE APPROACH
LEGEND
G GAS VALVE
WATER VALVE
S SEWER MANHOLE
W
E ELECTRIC MANHOLE
SIDEWALK
MATCH LINE
U UTILITY MANHOLE
TRAFFIC LOOPS
15
16
17
18
19
20
21
22
23
24
25
26
SIGN ON POST
27
S
W
W WW
S
S
S
29+00 31+00 32+00 33+00 34+00 35+00 36+0030+00
37+00 38+00
9 30 LF
9 40 LF
9 60 LF
9 165 LF 9 95 LF
9 50 LF
9 30 LF
9
15
16
16
13
14
2 2
18
27
6
1
4
13
S
S
S S
S
W
W W
W
WW
U
U
U
U
39+00
43+00
44+00
40+00
42+00
41+00
45+00 46+00 47+00 48+00 49+00
13
17
9 55 LF
9 55 LF
9 15 LF
16
15
18
1
17
24
25
23
13
21
22
13
17
17
4
17
17
24
20
26
26
14
18
4
1
18
4
17
13
14
13
14
14
18
18
17
11
11
11
11
11
S
S
W W
W
WW
G
G
G
53+00 54+00 55+00 56+00 59+0050+00 51+00 52+00 57+00 58+00
9 25 LF
17
18
19
8
8 12
12
MATCH LINE
TOP RIGHT
MATCH LINE
MIDDLE RIGHT
BENCHMARK O
No. 68495
C
Exp. 09/30/19
E
OTASTRGISTEREEPR
D
AIIFLFCA
I V I L O R NNEF E SSION
A
L
GINEREDAN IE L BOBADI
L
L
ABASIS OF BEARINGS
2
3
REFERENCES SHEETS INDEX
IMPROVEMENT PLAN
IMPROVEMENT PLAN
4
5
6
7
IMPROVEMENT PLAN
STRIPING PLAN
STRIPING PLAN
STRIPING PLAN
MATCH LINE
SHEET 7
TOP LEFT
MATCH LINE
SHEET 5
BOTTOM
RIGHT
MATCH LINE
MIDDLE LEFT
MATCH LINE
BOTTOM LEFTDUELLSTREETSECOND STREETVERNON AVENUE
VERNON AVENUE FOURTH STREETFIFTHSTREETVERNON AVENUE
BAYLESS STREETHOLLYVALESTREETSCALE: 1" = 40'
04020 40 80
1
2
3
4
6
5
7
8
9
10
STRIPING NOTES
INSTALL 8” WHITE THERMOPLASTIC CHANNELIZING LINE DETAIL 38 PER CALTRANS STANDARDS PLANS
DETAIL A20D.
INSTALL 4” DOUBLE YELLOW THERMOPLASTIC LINES PER CALTRANS STANDARD PLANS A20A, DETAIL 22.
INSTALL 4” WHITE THERMOPLASTIC LANE LINES DETAIL 9 PER CALTRANS STANDARDS PLANS A20A.
INSTALL 50' OF 4” WHITE THERMOPLASTIC SOLID LINES
INSTALL 50' OF 4” YELLOW THERMOPLASTIC SOLID LINES
INSTALL THERMOPLASTIC TYPE IV (L) ARROW PER CALTRANS STANDARD PLANS A24A.
INSTALL THERMOPLASTIC TYPE IV (R) ARROW PER CALTRANS STANDARD PLANS A24A.
INSTALL 12” WHITE THERMOPLASTIC CROSSWALK STRIPING PER DETAIL BASIC 1O' CLEAR PER CALTRANS
STANDARD PLANS A24F.
REFRESH CURB WITH RED PAINT.
REMOVE EXISTING RED CURB.
REFRESH MEDIAN NOSE WITH YELLOW PAINT.
REFRESH CROSSWALK WITH 12” WHITE THERMOPLASTIC CROSSWALK STRIPING PER DETAIL BASIC 1O'
CLEAR PER CALTRANS STANDARD PLANS A24F.
REFRESH "STOP" PAVEMENT MARKER PER CALTRANS STANDARD PLANS A24D. (THERMOPLASTIC)
REFRESH LIMIT LINE WITH 12" WHITE THERMOPLASTIC.
INSTALL 12” YELLOW THERMOPLASTIC CROSSWALK STRIPING PER DETAIL BASIC 1O' CLEAR PER
CALTRANS STANDARD PLANS A24F.
REFRESH CROSSWALK WITH 12” YELLOW THERMOPLASTIC CROSSWALK STRIPING PER DETAIL BASIC 1O'
CLEAR PER CALTRANS STANDARD PLANS A24F.
INSTALL "STOP" PAVEMENT MARKER PER CALTRANS STANDARD PLANS A24D. (THERMOPLASTIC)
INSTALL LIMIT LINE WITH 12" WHITE THERMOPLASTIC. (THERMOPLASTIC)
INSTALL R1-1 PER LATEST MUTCD SIGN STANDARDS AND SPECIFICATIONS
REFRESH "SCHOOL" PAVEMENT MARKER PER CALTRANS STANDARD PLANS A24D. (THERMOPLASTIC)
REFRESH "AHEAD" PAVEMENT MARKER PER CALTRANS STANDARD PLANS A24D. (THERMOPLASTIC)
REFRESH "XING" PAVEMENT MARKER PER CALTRANS STANDARD PLANS A24D. (THERMOPLASTIC)
REFRESH 8” WHITE THERMOPLASTIC CHANNELIZING LINE DETAIL 38 PER CALTRANS STANDARDS PLANS
DETAIL A20D.
REFRESH THERMOPLASTIC TYPE IV (L) ARROW PER CALTRANS STANDARD PLANS A24A.
REFRESH THERMOPLASTIC TYPE IV (R) ARROW PER CALTRANS STANDARD PLANS A24A.
REFRESH 4” WHITE THERMOPLASTIC LANE LINES DETAIL 9 PER CALTRANS STANDARDS PLANS A20A.
REFRESH 4” DOUBLE YELLOW THERMOPLASTIC LINES PER CALTRANS STANDARD PLANS A20A, DETAIL 22.
11
12
13
14
COLDMILL AND OVERLAY
CITY ROW
CENTER LINE
EXISTING CURB AND GUTTER
DRIVE APPROACH
LEGEND
G GAS VALVE
WATER VALVE
S SEWER MANHOLE
W
E ELECTRIC MANHOLE
SIDEWALK
MATCH LINE
U UTILITY MANHOLE
TRAFFIC LOOPS
15
16
17
18
19
20
21
22
23
24
25
26
SIGN ON POST
27
S S
W
WW
W W W
SD
61+00 63+0062+0060+00 64+00 65+00 66+0067+0066+50 18 17 49+00
17 18
9 15 LF
9 155 LF
BENCHMARK O
No. 68495
C
Exp. 09/30/19
E
OTASTRGISTEREEPR
D
AIIFLFCA
IV I L O R NNEF E SSION
A
L
GINEREDAN IE L BOBADI
L
L
ABASIS OF BEARINGS
2
3
REFERENCES SHEETS INDEX
IMPROVEMENT PLAN
IMPROVEMENT PLAN
4
5
6
7
IMPROVEMENT PLAN
STRIPING PLAN
STRIPING PLAN
STRIPING PLAN
MATCH LINE
SHEET 6
BOTTOM RIGHT
VERNON AVENUE SIXTH STREETSANTA FE AVENUESCALE: 1" = 40'
04020 40 80
1
2
3
4
6
5
7
8
9
10
STRIPING NOTES
INSTALL 8” WHITE THERMOPLASTIC CHANNELIZING LINE DETAIL 38 PER CALTRANS STANDARDS PLANS
DETAIL A20D.
INSTALL 4” DOUBLE YELLOW THERMOPLASTIC LINES PER CALTRANS STANDARD PLANS A20A, DETAIL 22.
INSTALL 4” WHITE THERMOPLASTIC LANE LINES DETAIL 9 PER CALTRANS STANDARDS PLANS A20A.
INSTALL 50' OF 4” WHITE THERMOPLASTIC SOLID LINES
INSTALL 50' OF 4” YELLOW THERMOPLASTIC SOLID LINES
INSTALL THERMOPLASTIC TYPE IV (L) ARROW PER CALTRANS STANDARD PLANS A24A.
INSTALL THERMOPLASTIC TYPE IV (R) ARROW PER CALTRANS STANDARD PLANS A24A.
INSTALL 12” WHITE THERMOPLASTIC CROSSWALK STRIPING PER DETAIL BASIC 1O' CLEAR PER CALTRANS
STANDARD PLANS A24F.
REFRESH CURB WITH RED PAINT.
REMOVE EXISTING RED CURB.
REFRESH MEDIAN NOSE WITH YELLOW PAINT.
REFRESH CROSSWALK WITH 12” WHITE THERMOPLASTIC CROSSWALK STRIPING PER DETAIL BASIC 1O'
CLEAR PER CALTRANS STANDARD PLANS A24F.
REFRESH "STOP" PAVEMENT MARKER PER CALTRANS STANDARD PLANS A24D. (THERMOPLASTIC)
REFRESH LIMIT LINE WITH 12" WHITE THERMOPLASTIC.
INSTALL 12” YELLOW THERMOPLASTIC CROSSWALK STRIPING PER DETAIL BASIC 1O' CLEAR PER
CALTRANS STANDARD PLANS A24F.
REFRESH CROSSWALK WITH 12” YELLOW THERMOPLASTIC CROSSWALK STRIPING PER DETAIL BASIC 1O'
CLEAR PER CALTRANS STANDARD PLANS A24F.
INSTALL "STOP" PAVEMENT MARKER PER CALTRANS STANDARD PLANS A24D. (THERMOPLASTIC)
INSTALL LIMIT LINE WITH 12" WHITE THERMOPLASTIC. (THERMOPLASTIC)
INSTALL R1-1 PER LATEST MUTCD SIGN STANDARDS AND SPECIFICATIONS
REFRESH "SCHOOL" PAVEMENT MARKER PER CALTRANS STANDARD PLANS A24D. (THERMOPLASTIC)
REFRESH "AHEAD" PAVEMENT MARKER PER CALTRANS STANDARD PLANS A24D. (THERMOPLASTIC)
REFRESH "XING" PAVEMENT MARKER PER CALTRANS STANDARD PLANS A24D. (THERMOPLASTIC)
REFRESH 8” WHITE THERMOPLASTIC CHANNELIZING LINE DETAIL 38 PER CALTRANS STANDARDS PLANS
DETAIL A20D.
REFRESH THERMOPLASTIC TYPE IV (L) ARROW PER CALTRANS STANDARD PLANS A24A.
REFRESH THERMOPLASTIC TYPE IV (R) ARROW PER CALTRANS STANDARD PLANS A24A.
REFRESH 4” WHITE THERMOPLASTIC LANE LINES DETAIL 9 PER CALTRANS STANDARDS PLANS A20A.
REFRESH 4” DOUBLE YELLOW THERMOPLASTIC LINES PER CALTRANS STANDARD PLANS A20A, DETAIL 22.
11
12
13
14
COLDMILL AND OVERLAY
CITY ROW
CENTER LINE
EXISTING CURB AND GUTTER
DRIVE APPROACH
LEGEND
G GAS VALVE
WATER VALVE
S SEWER MANHOLE
W
E ELECTRIC MANHOLE
SIDEWALK
MATCH LINE
U UTILITY MANHOLE
TRAFFIC LOOPS
15
16
17
18
19
20
21
22
23
24
25
26
SIGN ON POST
27