Plan-2026_Annual_Guardrail-Site_#1-#17.pdf
PDF 47 MB Posted
- Attached to
- 2026 Annual Guardrail Repair
- Solicitation number
- RDS 26-12
- Issued by
- Napa County, California
About this file
This is a project plan document for the 2026 Annual Guardrail Repair project (RDS 26-12) under Napa County Public Works in California. The project encompasses guardrail repairs at 17 separate sites located across multiple county roads and highways, including locations on Wooden Valley Road, Kelly Road, Gordon Valley Road, Bennett Lane, Las Amigas Road, Mount Veeder Road, State Highway 29, Silverado Trail, Dry Creek Road, and Deer Park Road. The work consists of removing damaged guardrail sections and installing replacement guardrail systems, primarily MGS A77L2 guardrails with steel posts and plastic blocks, along with various end treatments including TYPE SOFTSTOP TL-3, TYPE MSKT TL-3, and buffer/rolled terminals. Total guardrail repairs span approximately 373 linear feet across all sites, with individual site repairs ranging from 12.5 to 200 linear feet. The project includes installation of horizontal reflectors, transition guardrails, and end anchors per Caltrans standards where applicable.
The contract structure includes a Base Bid covering guardrail repairs at the 17 county road locations and Dry Creek Bridge, with an Additive Alternate bid for replacing four crash cushions on State Highway 29. Contract award will be determined by the lowest Base Bid price. The project must comply with Napa County Road and Street Standards (dated February 4, 2020), 2018 Caltrans Standard Specifications and Standard Plans, and various environmental and safety requirements. Contractors must maintain no road closures, provide dust abatement through water truck applications, call Underground Service Alert 48 hours before excavation, notify property owners 48 hours before driveway access interruptions, maintain mail service throughout construction, and repair any roadway damage to original condition. A pre-construction conference with the County Engineer is required, and contractors must provide a 72-hour notice before commencing work. All materials must be new, and contractors are responsible for site safety, temporary barricades, offsite disposal of debris, storm water best management practices, and maintaining redlined plans for record drawings.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 2026_Annual_Guardrail_Repair.pdf | ||
| Plan-2026_Annual_Guardrail-Petite_and_Turley_Sites.pdf | ||
| Plan-2026_Annual_Guardrail-Dry_Creek_Road_MPM_5.59.pdf | ||
| Specs-2026_Annual_Guardrail.pdf | ||
| Sample_Napa_County_Bid_Bond_Form.pdf | ||
| Sample_Construction_Contract.docx | DOCX document | |
| Sample_Payment_and_Performance_Bonds.docx | DOCX document |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SHEET INDEX
2 22
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
NAPA COUNTY PUBLIC WORKS
2026 ANNUAL GUARDRAIL REPAIR, RDS 26-12
SHEET INDEX
SITE # DESCRIPTION / ADDRESS
TITLE SHEET
SHEET #
INDEX SHEET
GENERAL NOTES
N/A N/A N/A
EXISTING
LENGTH (ft +/-)
MPM
1704.301771 WOODEN VALLEY RD
4604.00SOUTH OF 1771 WOODEN VALLEY RD
2454.301771 WOODEN VALLEY RD
137.51930 N. KELLY RD
236505 GORDON VALLEY RD
2454.301771 WOODEN VALLEY RD (CONT.)
991212 BENNETT LANE 0.50
1.90
236505 GORDON VALLEY RD (CONT.) 1.90
851070 LAS AMIGAS RD 0.30
701701 MT. VEEDER RD 2.13
-3494 STATE HIGHWAY 29 32.5
0.80
4.301915 WOODEN VALLEY RD 119
1930 N. KELLY RD 0.80 -
1296 SILVERADO TRAIL S. 15.49
13 18 2301 SILVERADO TRAIL NORTH 18.00 525
14 19 37.51070 LAS AMIGAS RD 0.30
15 20 9521389 SILVERADO TRAIL S. 14.74
16 21 5271 DRY CREEK RD 6.2 -
17 22 1120 DEER PARK RD 3.5 373 (TOTAL)
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
REVISION TABLE
AutoCAD SHX Text
REV
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONSTRUCTION SPECIFICATIONS AND STANDARDS:
NAPA COUNTY GENERAL NOTES:
PROJECT GENERAL NOTES:
GENERAL NOTES
3 22
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
NAPA COUNTY PUBLIC WORKS
2026 ANNUAL GUARDRAIL REPAIR, RDS 26-12
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
1. 2. 3. 4. 5. 6.
AutoCAD SHX Text THE CONTRACTOR SHALL BE IN RECEIPT OF APPROVED PLANS AND PERMITS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED IN THE AREA PRIOR TO THE BEGINNING OF WORK. THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) OF LICENSE AS SPECIFIED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST ABATEMENT DURING CONSTRUCTION OPERATIONS. A WATER TRUCK OR OTHER WATERING DEVICE SHALL BE ON THE CONSTRUCTION SITE ON ALL WORKING DAYS WHEN NATURAL PRECIPITATION DOES NOT PROVIDE ADEQUATE MOISTURE OR COMPLETE DUST CONTROL. SAID WATERING DEVICE SHALL BE USED TO SPRAY WATER ON THE SITE AT THE END OF EACH DAY AND AT ALL OTHER INTERVALS AS NEED DICTATES, TO CONTROL DUST, PURSUANT TO NAPA COUNTY ORDINANCE CODE, SECTION 12.20.330, CEQA, SECTION 15041. ANY BURNING ON THE SITE IS NOT ALLOWED. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.
AutoCAD SHX Text
8. CONTRACTOR SHALL VERIFY LOCATIONS, LEVELS, DISTANCES, AND FEATURES THAT MAY AFFECT THE WORK. SHOULD EXISTING CONDITIONS DIFFER FROM THOSE CONTRACTOR SHALL VERIFY LOCATIONS, LEVELS, DISTANCES, AND FEATURES THAT MAY AFFECT THE WORK. SHOULD EXISTING CONDITIONS DIFFER FROM THOSE SHOWN OR INDICATED IN THESE PLANS, STANDARD SPECIFICATIONS, AND SPECIAL PROVISIONS, OR IF IT APPEARS THAT THESE PLANS, STANDARD SPECIFICATIONS, AND SPECIAL PROVISIONS DO NOT ADEQUATELY DETAIL THE WORK TO BE DONE, CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONTINUING WITH ANY RELATED WORK. NO ALLOWANCE WILL BE MADE IN THE CONTRACTOR'S BEHALF FOR ANY EXTRA EXPENSE RESULTING FROM FAILURE OR NEGLECT IN DETERMINING THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 9. A SET OF SIGNED PLANS AND A SET OF SPECIFICATIONS WILL BE KEPT AT ALL TIMES AT THE JOB SITE ON WHICH ALL CHANGES OR VARIATIONS IN THE WORK, A SET OF SIGNED PLANS AND A SET OF SPECIFICATIONS WILL BE KEPT AT ALL TIMES AT THE JOB SITE ON WHICH ALL CHANGES OR VARIATIONS IN THE WORK, INCLUDING ALL EXISTING UTILITIES, ARE TO BE RECORDED AND/OR CORRECTED DAILY AND SUBMITTED TO THE ENGINEER WHEN THE WORK TO BE DONE IS COMPLETED. 10. ALL MATERIALS SHALL BE NEW AND SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. ALL MATERIALS SHALL BE NEW AND SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 11. ALL MAILBOXES, STREET SIGNS, POSTS, ETC. IN CONFLICT WITH PROJECT SHALL BE TEMPORARILY RELOCATED. ALL MAILBOXES, STREET SIGNS, POSTS, ETC. IN CONFLICT WITH PROJECT SHALL BE TEMPORARILY RELOCATED. 12. NEW EDGE OF PAVEMENT SHALL BE A CLEAN CONFORM WITH EXISTING ASPHALT CONCRETE SURFACES, INCLUDING DRIVEWAYS. THE CONTRACTOR SHALL CLEAN NEW EDGE OF PAVEMENT SHALL BE A CLEAN CONFORM WITH EXISTING ASPHALT CONCRETE SURFACES, INCLUDING DRIVEWAYS. THE CONTRACTOR SHALL CLEAN THE SITE AT THE END OF EACH WORK DAY AND RESTORE SITE AT THE END OF THE PROJECT. 13. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (U.S.A.) AT 811 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION, FOR MARK OUTS OF THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (U.S.A.) AT 811 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION, FOR MARK OUTS OF HOURS PRIOR TO ANY EXCAVATION, FOR MARK OUTS OF EXISTING UNDERGROUND FACILITIES. 14. THE CONTRACTOR SHALL INVESTIGATE THE SITE AND BE AWARE OF ANY LIMITED OVERHEAD CLEARANCES. THE CONTRACTOR SHALL INVESTIGATE THE SITE AND BE AWARE OF ANY LIMITED OVERHEAD CLEARANCES. 15. NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY LINES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY LINES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN ON THESE PLANS. 16. EXCAVATIONS OVER FIVE FEET (5’) DEEP REQUIRE AN EXCAVATION PERMIT FROM THE STATE DEPARTMENT OF INDUSTRIAL SAFETY. EXCAVATIONS OVER FIVE FEET (5’) DEEP REQUIRE AN EXCAVATION PERMIT FROM THE STATE DEPARTMENT OF INDUSTRIAL SAFETY. ) DEEP REQUIRE AN EXCAVATION PERMIT FROM THE STATE DEPARTMENT OF INDUSTRIAL SAFETY. 17. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING STRUCTURES AND UTILITIES DURING CONSTRUCTION. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING STRUCTURES AND UTILITIES DURING CONSTRUCTION. 18. EXISTING VEGETATION SHALL BE REMOVED ONLY AS DIRECTED BY THE ENGINEER. EXISTING VEGETATION SHALL BE REMOVED ONLY AS DIRECTED BY THE ENGINEER. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAWFUL OFF-SITE DISPOSAL OF ALL BITUMINOUS PAVEMENT, CONCRETE AND REINFORCEMENT, AND SPOILS NOT THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAWFUL OFF-SITE DISPOSAL OF ALL BITUMINOUS PAVEMENT, CONCRETE AND REINFORCEMENT, AND SPOILS NOT NEEDED FOR BACKFILL AS REQUIRED BY THE ENGINEER AND PER SPECIFICATIONS. 20. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING STORM WATER BMP's AND MAINTAINING THEM DURING CONSTRUCTION AS REQUIRED. ALL DISTURBED AREAS CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING STORM WATER BMP's AND MAINTAINING THEM DURING CONSTRUCTION AS REQUIRED. ALL DISTURBED AREAS ARE TO BE SEEDED AS DIRECTED BY THE ENGINEER. 21. THE CONTRACTOR SHALL ADHERE TO ALL TERMS OF THE PERMITS FOR THIS PROJECT. THE CONTRACTOR SHALL ADHERE TO ALL TERMS OF THE PERMITS FOR THIS PROJECT. 22. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. MONUMENTS AND SURVEY MARKERS CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. MONUMENTS AND SURVEY MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AND A CORNER RECORD FILED WITH THE COUNTY SURVEYOR'S OFFICE AT THE CONTRACTOR'S EXPENSE. 23. THE CONTRACTOR SHALL KEEP A REDLINED SET OF ALL CHANGES, EXCEPTIONS, OR MODIFICATIONS MADE TO THE PLANS & SHALL FURNISH THEM TO THE THE CONTRACTOR SHALL KEEP A REDLINED SET OF ALL CHANGES, EXCEPTIONS, OR MODIFICATIONS MADE TO THE PLANS & SHALL FURNISH THEM TO THE ENGINEER UPON COMPLETION OF WORK FOR THE PREPARATION OF RECORD DRAWINGS TO ALL AGENCIES INVOLVED. 24. NO ROAD CLOSURE IS ALLOWED. NO ROAD CLOSURE IS ALLOWED. 25. ENVIRONMENTAL PROTECTION: CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE COUNTY'S PROJECT MANAGER AND INSPECTOR IF UNKNOWN ENVIRONMENTAL PROTECTION: CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE COUNTY'S PROJECT MANAGER AND INSPECTOR IF UNKNOWN HISTORIC, CULTURAL OR ARCHEOLOGICAL REMAINS AND ARTIFACTS ARE DISCOVERED.
AutoCAD SHX Text
1. A COMPONENT IN ONE CONTRACT PART APPLIES AS IF APPEARING IN EACH. THE PLANS AND SPECIFICATIONS PARTS ARE A COMPONENT IN ONE CONTRACT PART APPLIES AS IF APPEARING IN EACH. THE PLANS AND SPECIFICATIONS PARTS ARE COMPLEMENTARY AND DESCRIBE AND PROVIDE FOR A COMPETE WORK. IF A DISCREPANCY IS FOUND OR CONFUSION ARISES, REQUEST CORRECTION OR CLARIFICATION IN WRITING. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS SHALL BE APPROVED BY THE ENGINEER AND ALL CHANGES SHALL BE BY WRITTEN PERMISSION ONLY. 2. ALL WORKMANSHIP, MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE CONTRACT SPECIFICATIONS, THESE PLANS, THE NAPA ALL WORKMANSHIP, MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE CONTRACT SPECIFICATIONS, THESE PLANS, THE NAPA WORKMANSHIP, MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE CONTRACT SPECIFICATIONS, THESE PLANS, THE NAPA THE CONTRACT SPECIFICATIONS, THESE PLANS, THE NAPA COUNTY ROAD AND STREET STANDARDS DATED FEBRUARY 4, 2020, AND THE 2018 CALTRANS STANDARD SPECIFICATIONS AND DATED FEBRUARY 4, 2020, AND THE 2018 CALTRANS STANDARD SPECIFICATIONS AND , AND THE 2018 CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, INSOFAR AS THEY MAY APPLY. ATTENTION IS ALSO DIRECTED TO THE STANDARD DRAWINGS CONTAINED IN . ATTENTION IS ALSO DIRECTED TO THE STANDARD DRAWINGS CONTAINED IN THE ABOVE STANDARDS, WHICH, WHEN APPLICABLE, ARE INCLUDED IN THESE DRAWINGS AND/OR REFERENCED BY STANDARD PLAN NUMBER. CONTRACTOR IS RESPONSIBLE TO HAVE AVAILABLE A CURRENT SET OF LISTED STANDARD SPECIFICATIONS STANDARD PLANS. NAPA COUNTY STANDARD SPECIFICATIONS & DETAILS CAN BE FOUND AT: NAPA COUNTY STANDARD SPECIFICATIONS & DETAILS CAN BE FOUND AT: http://www.countyofnapa.org/
AutoCAD SHX Text
1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE COUNTY AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 2. ALL WORKMANSHIP, MATERIALS AND CONSTRUCTION SHALL CONFORM TO THESE PLANS, THE NAPA COUNTY ROAD AND STREET ALL WORKMANSHIP, MATERIALS AND CONSTRUCTION SHALL CONFORM TO THESE PLANS, THE NAPA COUNTY ROAD AND STREET STANDARDS, THE CONTRACT SPECIFICATIONS FOR THIS PROJECT, THE 2018 CALTRANS STANDARD SPECIFICATIONS, INSOFAR AS THEY MAY APPLY. 3. CONTRACTOR SHALL CONTACT THE COUNTY ENGINEER, OR HIS/HER DESIGNEE, TO ARRANGE A PRE-CONSTRUCTION CONTRACTOR SHALL CONTACT THE COUNTY ENGINEER, OR HIS/HER DESIGNEE, TO ARRANGE A PRE-CONSTRUCTION CONFERENCE FOR THE PURPOSE OF REVIEWING JOB REQUIREMENTS AND COUNTY PROCEDURES. 4. CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEER OR HIS/HER DESIGNEE, AT LEAST 72 HOURS IN ADVANCE OF CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEER OR HIS/HER DESIGNEE, AT LEAST 72 HOURS IN ADVANCE OF COMMENCEMENT OF ANY PART OF THE WORK. 5. CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT TEMPORARY BARRICADES TO PROVIDE FOR THE SAFETY OF THE STAFF CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT TEMPORARY BARRICADES TO PROVIDE FOR THE SAFETY OF THE STAFF AND PUBLIC TO THE SATISFACTION OF THE ENGINEER. 6. THE CONTRACTOR SHALL NOTIFY PROPERTY OWNERS AND THE ENGINEER, IN WRITING, 48 HOURS IN ADVANCE OF ANY THE CONTRACTOR SHALL NOTIFY PROPERTY OWNERS AND THE ENGINEER, IN WRITING, 48 HOURS IN ADVANCE OF ANY DRIVEWAY ACCESS INTERRUPTIONS. MAIL SERVICE SHALL BE MAINTAINED THROUGHOUT THE COURSE OF THIS PROJECT. PROJECT. THE U.S. POSTAL SERVICE SHALL HAVE UNINTERRUPTED ACCESS TO MAILBOXES AT ALL TIMES. 7. IF THE CONTRACTOR DAMAGES THE ROADWAY IN THE REPAIR OF GUARDRAIL THEY MUST REPAIR THE ROAD TO ITS ORIGINAL IF THE CONTRACTOR DAMAGES THE ROADWAY IN THE REPAIR OF GUARDRAIL THEY MUST REPAIR THE ROAD TO ITS ORIGINAL CONDITION, 4" OF AC OVER 12" OF AB OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
GW
4 22
SITE #1
1771 WOODEN VALLEY RD
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
NAPA, CA
DETAIL '1A'
SITES #1
M O
NTICELLO
RD
CONSTRUCTION NOTES:
WOODEN VALLEY RD
W
OODEN VALLEY RD
WOODEN VALLEY
RD
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
SITE #1 SEE DETAIL '1A' THIS SHEET
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
SITE #3 SEE SHEETS 6 AND 7
AutoCAD SHX Text
SITE #2 SEE SHEET 5
AutoCAD SHX Text
AutoCAD SHX Text REMOVE 62.5 LF (5 RAILS) OF EXISTING GUARDRAIL (INCLUDING 8 POSTS/PLASTIC BLOCKS)
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 62.5 LF (5 RAILS) OF MGS A77L2 (INCLUDING 8 POSTS/PLASTIC BLOCKS)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 1~TYPE BUFFER/ROLLED END TERMINAL
SITE #10 SEE SHEET 15
5 22
SITE #2
1771 WOODEN VALLEY RD
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
NAPA, CA
DETAIL '1A'
SITES #2
M O
NTICELLO
RD
CONSTRUCTION NOTES:
WOODEN VALLEY RD
W
OODEN VALLEY RD W
O O
DE
N
VA
LL
EY
RD
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
SITE #1 SEE SHEET 4
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
SITE #3 SEE SHEETS 6 AND 7
AutoCAD SHX Text
SITE #2 SEE DETAIL '1A' THIS SHEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE APPROXIMATELY 56 LF OF EXISTING GUARDRAIL
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 18.5 LF OF TRANSITION TO THE EXISTING CONCRETE BRIDGE BARRIER
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 12.5 LF (1 RAIL) OF MGS A77L2 (WITH STEEL POSTS/PLASTIC BLOCKS)
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 25 LF OF TRANSITION GUARDRAIL (MGS A77L2) TO EXISTING 31" GUARDRAIL
6 22
SITE #3
1771 WOODEN VALLEY RD
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
NAPA, CA
DETAIL '1A'
SITES #3
M O
NTICELLO
RD
CONSTRUCTION NOTES:
WOODEN VALLEY RD
W
OODEN VALLEY RD W
OODE
N
VA
LL
EY
RD
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
SITE #1 SEE SHEET 4
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
SITE #3 SEE DETAIL '1A' THIS SHEET AND DETAIL '1B' AND '1C' ON SHEET 7
AutoCAD SHX Text
SITE #2 SEE SHEET 5
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE 75 LF (6 RAILS) OF EXISTING GUARDRAIL
7 22
SITE #3 (CONTINUE)
1771 WOODEN VALLEY RD
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
NAPA, CA
DETAIL '1B'
SITES #3 (CONTINUE)CONSTRUCTION NOTES:
DETAIL '1C'
W
O O
DE
N
VA
LL
EY
RD
W
OO
DE
N
VA
LL
EY
RD
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 25 LF OF TRANSITION GUARDRAIL (MGS A77L2) TO EXISTING 31" GUARDRAIL
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 200 LF (16 RAILS) OF MGS A77L2
AutoCAD SHX Text
INSTALL TYPE SOFTSTOP TL-3 END TREATMENT
8 22
SITE #4
1930 N. KELLY RD
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
AMERICAN CANYON, CA
DETAIL '1A'
SITES #4CONSTRUCTION NOTES:
EXECUTIVE WAY
N . K
EL
LY
R D
CAMINO ORUGA
CAMIN
O
DORADO
N . K
EL
LY
R D
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
AutoCAD SHX Text
NIC
AutoCAD SHX Text
SITE #4 SEE DETAIL '1A' THIS SHEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE DAMAGED SOFTSTOP IMPACT HEAD
AutoCAD SHX Text
INSTALL TYPE SOFTSTOP TL-3 IMPACT HEAD
AutoCAD SHX Text
REMOVE 12.5 LF (1 RAIL) OF DAMAGED GUARDRAIL (INCLUDING ONE POST)
AutoCAD SHX Text
INSTALL 12.5 LF (1 RAIL) OF MGS A77L2 (INCLUDING ONE POST)
SITE #11 SEE SHEET 16
9 22
SITE #5
6505 GORDON VALLEY RD
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
NAPA, CA
DETAIL '1A'
SITES #5CONSTRUCTION NOTES:
WOODEN VALLEY
CROSS RD GORDON VALLEY RD
OAK SPRINGS DRIVE
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE 12.5 LF (1 RAIL) OF EXISTING GUARDRAIL (INCLUDING STEEL POSTS)
AutoCAD SHX Text
AutoCAD SHX Text INSTALL 50 LF (4 RAILS) OF MGS A77L2 (WITH STEEL POSTS/PLASTIC BLOCKS). INSTALL HORIZONTAL REFLECTORS.
AutoCAD SHX Text
SITE #5 SEE DETAIL '1A' THIS SHEET
AutoCAD SHX Text
AutoCAD SHX Text
SITE #5 (CONT.) SEE DETAIL '1B' ON SHEET 10
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text INSTALL 2~51 LF TYPE SOFTSTOP TL-3 END TREATMENTS. INSTALL HORIZONTAL REFLECTORS AT 12.5 FEET O.C.
AutoCAD SHX Text
STRENGTHEN MGS AT THE EXISTING POLE
10 22
SITE #5 (CONTINUE)
6505 GORDON VALLEY RD
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
NAPA, CA
DETAIL '1B'
SITES #5 (CONTINUE)CONSTRUCTION NOTES:
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 12.5 LF (1 RAIL) OF MGS A77L2 (WITH STEEL POSTS/PLASTIC BLOCKS)
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 25 LF (2 RAILS) OF MGS A77L2 (WITH STEEL POSTS/PLASTIC BLOCKS)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
10' RADIUS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL BUFFER/ROLLED TERMINAL
INSTAL1~51 LF TYPE SOFTSTOP TL-3 END TREATMENT
11 22
SITE #6
1212 BENNETT LANE
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
CALISTOGA, CA
DETAIL '1A'
SITES #6CONSTRUCTION NOTES:
BENNETT
LA
NE
NORTH FORK
BENNETT LANE
HWY 128
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SITE #6 SEE DETAIL '1A' THIS SHEET
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE 75 LF (6 RAILS) OF EXISTING GUARDRAIL (INCLUDING STEEL POSTS)
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 75 LF (6 RAILS) OF MGS A77L2 (WITH STEEL POSTS/PLASTIC BLOCKS)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL BUFFER/ROLLED TERMINAL 20 FEET FROM TRAVELWAY
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 1~51 LF TYPE SOFTSTOP TL-3 END TREATMENT
20'
12 22
SITE #7
1070 LAS AMIGAS RD
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
NAPA, CA
DETAIL '1A'
SITES #7
CONSTRUCTION NOTES:
BAYVIEW
AVE
LA
S A
M
IG
A S
R D
LAS AMIGAS RD
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
AutoCAD SHX Text REMOVE 37.5 LF (3 RAILS) OF EXISTING GUARDRAIL (INCLUDING 3 STEEL POSTS/PLASTIC BLOCKS)
AutoCAD SHX Text
AutoCAD SHX Text
SITE #7 SEE DETAIL '1A' THIS SHEET
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 37.5 LF (3 RAILS) OF MGS A77L2 (WITH 3 STEEL POSTS/PLASTIC BLOCKS)
AutoCAD SHX Text
SITE #14 SEE SHEET 19
13 22
SITE #8
1701 MT. VEEDER RD
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
NAPA, CA
DETAIL '1A'
SITES #8
CONSTRUCTION NOTES:
LOKOYA
MT.
VEEDER
RD
RD
VEEDER
SCHOOL RD
MT.
M
T.
V
EE
DE
R
RD
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SITE #8 SEE DETAIL '1A' THIS SHEET
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE DAMAGED MSKT IMPACT HEAD
AutoCAD SHX Text
INSTALL 1~TYPE MSKT TL-3 IMPACT HEAD
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 12.5 LF (1 RAIL) OF MGS A77L2 (WITH STEEL POSTS/PLASTIC BLOCKS)
14 22
SITE #9
3494 STATE HWY 29
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
ST HELENA, CA
DETAIL '1A'
SITES #9
CONSTRUCTION NOTES:
BIG TREE RD
STATE HIG
HW
AY 29
ST
AT
E
HI
GH
W
AY
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SITE #9 SEE DETAIL '1A' THIS SHEET
AutoCAD SHX Text
REMOVE DAMAGED MSKT IMPACT HEAD
AutoCAD SHX Text
INSTALL 1~TYPE MSKT TL-3 IMPACT HEAD
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 12.5 LF (1 RAIL) OF MGS A77L2 (WITH STEEL POSTS/PLASTIC BLOCKS)
AutoCAD SHX Text
AutoCAD SHX Text
15 22
SITE #10
1915 WOODEN VALLEY RD
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
NAPA, CA
DETAIL '1A'
SITES #10
M O
NTICELLO
RD
CONSTRUCTION NOTES:
WOODEN VALLEY RD
W
OODEN VALLEY RD
WOODEN VALLEY
RD
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
SITE #1 SEE SHEET 4
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
SITE #3 SEE SHEETS 6 AND 7
AutoCAD SHX Text
SITE #2 SEE SHEET 5
AutoCAD SHX Text
AutoCAD SHX Text REMOVE AND DISPOSE OF DAMAGED MSKT END TREATMENT (INCLUDING 4 RAILS AND STEEL POSTS/PLASTIC BLOCKS)
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 4 RAILS (50 LF) OF MGS A77L2
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL BURIED POST END ANCHOR PER CALTRANS STD. DETAIL A77T2
AutoCAD SHX Text
SITE #10 SEE DETAIL '1A' THIS SHEET
AutoCAD SHX Text
AutoCAD SHX Text
16 22
SITE #11
1930 N. KELLY RD
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
AMERICAN CANYON, CA
DETAIL '1A'
SITES #11CONSTRUCTION NOTES:
EXECUTIVE WAY
N . K
EL
LY
R D
CAMINO ORUGA
CAMIN
O
DORADO
N. KELLY RD
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
AutoCAD SHX Text
NIC
AutoCAD SHX Text
SITE #4 SEE SHEET 8
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
INSTALL TYPE MSKT TL-3 END TREATMENT (INCLUDING STEEL POSTS/PLASTIC BLOCKS)
AutoCAD SHX Text
INSTALL 100 LF (8 RAILS) OF MGS A77L2
AutoCAD SHX Text
INSTALL TYPE SOFTSTOP TL-3 END TREATMENT
AutoCAD SHX Text
SITE #11 SEE DETAIL '1A' THIS SHEET
AutoCAD SHX Text
AutoCAD SHX Text
17 22
SITE #12
1296 SILVERADO TRAIL SOUTH
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
ST. HELENA, CA
DETAIL '1A'
SITES #12CONSTRUCTION NOTES:
SILVERADO
TRAIL S.
TAPLIN RD.
SILVERADO TRAIL S.
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text REMOVE/DISPOSE OF DAMAGED MSKT END TREATMENT AND 1 RAIL (12.5 LF) (INCLUDING STEEL POSTS/PLASTIC BLOCKS)
AutoCAD SHX Text
INSTALL 2 RAILS (25 LF) OF MGS A77L2
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
SITE #12 SEE DETAIL '1A' THIS SHEET
AutoCAD SHX Text
INSTALL BURIED POST END ANCHOR PER CALTRANS STD. DETAIL A77T3
AutoCAD SHX Text
AutoCAD SHX Text
18 22
SITE #13
2301 SILVERADO TRAIL NORTH
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
ST. HELENA, CA
DETAIL '1A'
SITES #13CONSTRUCTION NOTES:
PR
AT
T
AV
E SILVERADO TRAIL NORTH
SILVERADO TRAIL N.
PRATT AVE
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE 3 RAILS (37.5 LF) OF DAMGED A77L2 (INCLUDING THE BUFFER/ROLLED TERMINAL)
AutoCAD SHX Text
INSTALL 3 RAILS (37.5 LF) OF MGS A77L2
AutoCAD SHX Text
NIC
AutoCAD SHX Text INSTALL 1 BUFFER/ROLLED TERMINAL AS CLOSE AS POSSIBLE TO THE END OF THE MASONRY BRIDGE BARRIER
AutoCAD SHX Text
NIC
AutoCAD SHX Text
SITE #13 SEE DETAIL '1A' THIS SHEET
AutoCAD SHX Text
AutoCAD SHX Text
19 22
SITE #14
1070 LAS AMIGAS RD
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
NAPA, CA
DETAIL '1A'
SITES #14
CONSTRUCTION NOTES:
LAS AMIGAS RD
BAYVIEW AVE
LA
S
A M
IG
A
S R
D
LAS AMIGAS RD
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE 1 RAIL (12.5 LF) OF DAMGED A77L2 AND TWO DAMAGED SFT TERMINALS
AutoCAD SHX Text
INSTALL 1 RAIL (12.5 LF) OF MGS A77L2
AutoCAD SHX Text
INSTALL SFT TERMINAL AT EACH END (TOTAL=2)
AutoCAD SHX Text
SITE #14 SEE DETAIL '1A' THIS SHEET
AutoCAD SHX Text
SITE #7 SEE SHEET 12
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
20 22
SITE #15
1389 SILVERADO TRAIL SOUTH
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
ST. HELENA, CA
DETAIL '1A'
SITES #15
CONSTRUCTION NOTES:
SILVERADO TRAIL S.
ZINFANDEL
LA
NE
SILVERADO TRAIL S.
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE 51 LF OF DAMAGED MSKT END TREATMENT
AutoCAD SHX Text
INSTALL 51 LF OF MSKT TL-3 END TREATMENT
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
SITE #15 SEE DETAIL '1A' THIS SHEET
AutoCAD SHX Text
21 22
SITE #16
5271 DRY CREEK RD
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
NAPA, CA
DETAIL '1A'
SITES #16
CONSTRUCTION NOTES:
DRY CREEK
RD
OAKVILLE
GRADE
RD
DRY CREEK RD
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE 2 RAILS (25 LF) OF DAMAGED MGS A77L2
AutoCAD SHX Text
INSTALL 2 RAILS (25 LF) OF MGS A77L2
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
SITE #16 SEE DETAIL '1A' THIS SHEET
AutoCAD SHX Text
22 22
SITE #17
1120 DEER PARK RD
2026 ANNUAL GUARDRAIL REPAIR,
RDS 26-12
DEER PARK, CA
SITES #17CONSTRUCTION NOTES:
SANITARIUM RD
DEER PARK
RD
D
EER
PA
R
K R
D
DETAIL '1A'
DETAIL '1B'
DEER PARK
RD
DEER PARK RD
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHKD:
AutoCAD SHX Text
DP
AutoCAD SHX Text
DP
AutoCAD SHX Text
GW
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE 37.5 LF (3 RAILS) OF DAMAGED GUARDRAIL
AutoCAD SHX Text
AutoCAD SHX Text
NIC
AutoCAD SHX Text
NIC
AutoCAD SHX Text
SITE #17 SEE DETAIL '1A' AND '1B' THIS SHEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 75 LF (6 RAILS) OF MGS A77L2 (INCLUDING STEEL POSTS/PLASTIC BLOCKS)
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE 50 LF (4 RAILS) OF DAMAGED GUARDRAIL
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 37.5 LF (3 RAILS) OF MGS A77L2 (INCLUDING STEEL POSTS/PLASTIC BLOCKS)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INSTALL 1~TYPE SFT END TERMINAL
File details come from the government source that posted it. Updated .