Vista City Council
October 22, 2024

200 Civic Center Drive * Vista, CA 92084 * (760) 639-6105 * Fax (760) 639-6101 (Updated 05/2018)

Owner:

Contractor:

Job Address: Phone Number:

Permit # Estimated Cost of Project: $
Type of Project: New Construction Remodel or T.I. Residential Commercial Demolition (Check all that apply)
Cal Green 65% Non-Cal Green 50% Other _________________________ Non-hazardous construction waste generated during the course of this project shall be recycled and/or salvaged for re-use at a minimum of 65% per CALGreen Sec. 5.408.1. Failure to comply may result in a penalty fee up to $1,000. For projects which consist of mainly equipment and/or racking, that have a combined weight of new construction disposal that does not exceed 2 lbs. per square foot of building area affected by this permit, may be deemed to meet the 65% minimum requirement upon approval of Building Department.

Commercial additions less than 1,000 sq.ft., and interior remodels with valuations from $75,000 to $200,000 shall recycle not less than 50% per VMC 13.17.

ALTERNATIVE FORMS OF COMPLIANCE: (If selected, do not complete Tables 1 & 2 below) Construction waste shall not exceed 2 lbs. per s.f. of area. All receipts shall be provided to the Building Official prior to final. (This option not applicable for most construction projects.)
Square feet of construction area X 2 lbs. = lbs. of allowable waste.

I plan on using an EDCO roll-off bin. All receipts shall be provided to the Building Official prior to final.

Table 1 - Estimated Waste (To be filled out prior to permit issuance - refer to example on Page 2.)

MATERIALS lbs. of waste to be taken to

LANDFILL
lbs. of waste to be
RE-USED or RECYCLED

Waste Hauling Company or Re-Use Method
Asphalt / Concrete
Brick / Masonry
Cardboard
Drywall
Landscape Debris
Lumber / Wood
Metals
Mixed Waste
Trash / Garbage
Other:

TOTAL lbs.:

Estimated Percentage to be Re-Used or Recycled %
I certify that the information provided herein, to the best of my knowledge, is true and correct.

Contractor or Owner (print name)

Contractor or Owner (signature) Date Official Use Only Plan Approved Plan Denied Project Valuation Approved
Reviewed / Approved by:

Waste Management Plan
(for residential additions, projects w/valuation greater than or equal to $75,000, and all Demo permits)

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MATERIALS lbs. of waste taken to

LANDFILL
lbs. of waste
RE-USED or RECYCLED
Waste Hauling Company or Re-Use Method
(complete only if different than Table 1)
Asphalt / Concrete
Brick / Masonry
Cardboard
Drywall
Landscape Debris
Lumber / Wood
Metals
Mixed Waste
Trash / Garbage
Other:

TOTAL lbs:

Table 2 - Actual Waste (To be completed after construction.) Actual Percentage Re-Used or Recycled %
Official Use Only
65% Goal Achieved Alternative Compliance Achieved Penalty Paid $ 65% Not Achieved
50% Goal Achieved
50% Not Achieved
Reviewed / Approved by:

EXAMPLE: Use the following example as a guide to completing this form.

Percentage to be Re-Used or Recycled 77 %
Formula:

Total Re-used or Recycled X 100 = % Re-Used or Recycled (Total Combined Waste)
5070 X 100 = 77% Re-Used or Recycled
(1500 + 5070)
MATERIALS lbs. of waste to be taken to

LANDFILL
lbs. of waste to be
RE-USED or RECYCLED Waste Hauling Company or Re-Use Method Asphalt / Concrete 0 2000 Hauling Co.

Brick / Masonry 100 450 EDCO / Re-Used Brick On-site
Cardboard 0 150 Hauling Co.

Drywall 0 50 Hauling Co.

Landscape Debris 0 120 Mulched & Re-used On-site
Lumber / Wood 0 500 EDCO
Metals 100 400 EDCO / Hauling Co.

Mixed Waste 1000 500 EDCO
Trash / Garbage 300 0 EDCO
Other: Pool Gunite 0 900 Used as Crushed Base On-site
TOTAL lbs: 1500 5070
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NOTICE

NAME STREET

IMPROVEMENTS

WORK WILL START IN MONTH YEAR AND CONTINUE UNTIL MONTH YEAR The City of Vista will be constructing street improvements on Beverly Drive from Calle Sinaloa to Foothill Drive including the repair of a slope at 942 Beverly Drive.

The construction will require the implementation of traffic control to accommodate the work. Some work may also take place at adjacent driveways, which will temporarily affect access.

The project may cause some inconvenience during construction, but once the work is complete Beverly Drive will have much needed street improvements.

We will endeavor to complete this work as quickly as possible and with a minimum of inconvenience to you. Thank you for your understanding and cooperation during the construction of this project.

If you have any questions about the project or any concerns during construction, please contact one of the individuals below:

Construction Contractor
Name
Company
Phone number
City Inspector
Name
Engineering Department
(760)643-5384
@cityofvista.com
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City of Vista
Public Works Department
NOTICE
Slurry Seal of Various Streets

NO PARKING OR DRIVING
7:00 A.M. - 5:00 P.M.

SORRY FOR THE INCONVENIENCE

Your street will be closed to ALL TRAFFIC on:

______________________________________________________
so that we may improve its surface.

Since parking on the street will be prohibited on this date,

PARK YOUR CAR ON AN ADJACENT, NON-POSTED STREET
before the above time so that you will not be deprived of its use.

PARKED CARS WILL BE TOWED

You will NOT BE ALLOWED TO DRIVE on your street until the surface dries. Slurry seal is sticky and will adhere to your tires if you drive on it when it is wet, so please obey all construction area signs.

Please do not permit water to run in the gutter during street work.

This will help the slurry to dry. If your trash is scheduled for pick up on this date, please have it out by 6:00 a.m. On major thorough-fare, driving and business access will be provided.

UNDER NORMAL WEATHER CONDITIONS your street should
generally be back in service by 5:00 p.m. However, the construction delays and unforeseen problems could effect the completion time. Work not done because of wet weather or unforeseen circumstances will be rescheduled and you will be re- notified within the next 2 weeks.

Due to the number of streets scheduled, we cannot tell you the exact time your street will be done. We realize the inconvenience caused by limited access to your street. Please understand that the inconvenience caused at this time is very small compared to what would later be required if this protection were not applied.

THANKS FOR YOUR COOPERATION

City of Vista, Public Works Department
(760) 726-1340 extension 1606
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Ciudad de Vista
Departamento de Obras Públicas
ATENCIÓN
Aplicación de “Slurry Seal” (una capa
asfáltica) en varias calles de la ciudad

NO MANEJAR O ESTACIONAR
7:00 A.M. - 5:00 P.M.

DISCULPE LAS MOLESTIAS

Su calle estará cerrada para TODO EL TRÁFICO el día:

______________________________________________________
Para hacer arreglos a la superficie de la calle

Como no podrá estacionarse durante la fecha indicada,

ESTACIONE SU VEHICULO EN LAS CALLES VECINAS DONDE
ESTA PERMITIDO antes de la fecha y horario indicado para no privarlo del uso de su vehiculo.

LA GRÚA SE LLEVARA LOS VEHÍCULOS

ESTACIONADOS EN ESTA CALLE

NO PODRÁ MANEJAR en su calle hasta que la capa de asfalto este seco. El “Slurry Seal” es pegajoso y podrá causarle daño a las llantas de su vehiculo si maneja mientras este mojado. Por favor obedezca todos los letreros y señales de construcción.

No deje correr agua en la orilla de la calle durante las horas de trabajo. Esto ayudara a que se seque el asfalto. Si es el mismo día esta programado para que recojan la basura, por favor sáquela antes de las 6:00 A.M. En calles principales se podrá manejar y habrá acceso a los negocios.

EN CONDICIONES NORMALES su calle estará en servicio antes de las 5:00 P.M. Pero, si surgen problemas, puede afectar el tiempo de terminación. Si no se puede terminar por problemas del clima (lluvia), o cualquier otra circunstancia, se hará un nuevo horario y se le notificara dentro de dos semanas

Debido al número de calles programadas para una capa asfáltica, no podemos dar un tiempo exacto para la terminación de la obra en su calle. Sabemos que necesitan tener acceso a su calle. Por favor tenga en cuenta que el problema de su calle puede empeorar si no se arregla pronto.

GRACIAS POR SU COOPERACIÓN
Ciudad de Vista, Departamento de Obras
Públicas
(760) 726-1340 extensión 1606
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Key: Bold – Non-Student Day VISTA UNIFIED SCHOOL DISTRICT *- Minimum Day 2023-2024 School Calendar
Board Approved: 5/6/2021
Board Approved Revision: 10/12/2023
School
Month M T W T F Student
Days
Teacher
Days Key Dates/Explanations
July 3 4 5 6 7
10 11 12 13 14 July 4 - Independence Day (Legal Holiday) 17 18 19 20 21
24 25 26 27 28
31 August 1 2 3 4
12 16
Aug. 10 - District Professional Development Day (Non-Student Day) 7 8 9 10 11 Aug. 11 - District Professional Development Day (Non-Student Day) 14 15 16 17 18 Aug. 14 - Teacher Preparation Day (Non-Student Day) 21 22 23 24 25 Aug. 15 - Site Professional Development Day (Non-Student Day) 28 29 30 31 Aug. 16 - First Day of School
September 1
20 20
4 5 6 7 8 Sept. 4 - Labor Day (Legal Holiday)
11 12 13* 14 15 Sept. 13 - K-8 Staff Development Day (Minimum Day) 18 19 20 21 22
25 26 27 28 29
October 2 3 4 5 6
22 22
9 10 11 12* 13* Oct. 12&13 - MVHS Midterms (Minimum Days) 16 17 18 19 20
23 24 25 26 27
30 31
November 1 2 3
16 16
6 7 8 9 10
13* 14* 15* 16* 17*
20 21 22 23 24
27 28 29 30
Nov. 10 - Veteran’s Day (Observed Legal Holiday)
Nov. 13-17 - K-5 Parent Teacher Conf. (Minimum Days)
Nov. 15&16 - 6-8 Parent Teacher Conf. (Minimum Day)
Nov. 20-24 - K-12 Non-Student Days
Nov. 23 - Thanksgiving Holiday (Legal Holiday)
December 1
14 14
Dec. 18-20 - RBVHS & VHS Finals (Minimum Days)
4 5 6 7 8 Dec. 19&20 - MVHS Finals (Minimum Days)
11 12 13 14 15 Dec. 21-31 - Winter Recess (School Resumes Jan.10) 18* 19* 20* 21 22 Dec. 25 - Christmas Day Observed (Legal Holiday) 25 26 27 28 29
January 1 2 3 4 5
15 17
Jan. 1 - New Year’s Day Observed (Legal Holiday)
8 9 10 11 12 Jan. 1 - Winter Recess (School Resumes Jan.10) 15 16 17 18 19 Jan. 8 - HS Professional Development Day (Non-Student Day) 22 23 24 25 26 Jan. 8 - K-8 Non-Student Day/Non-Staff Day 29 30 31 Jan. 9 - District Professional Development Day (Non-Student Day) Jan. 15 - M.L. King Birthday (Legal Holiday)
February 1 2
18 18
5 6 7 8 9 Feb. 16 - Observed Lincoln’s Birthday (Legal Holiday) 12 13 14 15 16 Feb. 19 - President’s Day (Legal Holiday) 19 20 21 22 23 Feb. 20 - Non-Student Day/Non-Staff Day
26 27 28* 29 Feb. 28 - K-8 Staff Development Day (Minimum Day) March 1
21 21
4 5 6 7 8
11 12 13* 14 15
Mar. 13&14 - 6-8 Parent/Teacher Conf. (Minimum Day)
Mar. 21&22 - MVHS Midterms (Minimum Day)
18 19 20 21* 22*
25 26 27 28 29
April 1 2 3 4 5
17 17
8 9 10 11 12 Apr. 1-5 - Spring Break
15 16 17 18 19
22 23 24 25 26
29 30
May 1 2 3
22 22
6 7 8 9 10 May 27 - Memorial Day (Legal Holiday)
13 14 15 16 17
20 21 22 23 24
27 28 29 30 31
June 3* 4* 5* 6 7
3 3
Jun. 3-5 RBV/VHS Finals (Minimum Days)
10 11 12 13 14 Jun. 4&5 - MVHS Finals (Minimum Days)
17 18 19 20 21 June 5 - Last Day of School (Minimum Day - All) 24 25 26 27 28 Jun. 19 - Juneteenth Observed (Legal Holiday) 180 STUDENT DAYS
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Key: Bold – Non-Student Day VISTA UNIFIED SCHOOL DISTRICT *- Minimum Day 2024-2025 School Calendar Board Approved 12/14/2021 School
Month M T W T F Student
Days
Teacher
Days Key Dates/Explanations
July 1 2 3 4 5
8 9 10 11 12 July 4: Independence Day (Legal Holiday)
15 16 17 18 19
22 23 24 25 26
29 30 31
August 1 2
12 14
5 6 7 8 9 Aug. 13: Teacher Preparation Day (Non-Student Day) 12 13 14 15 16 Aug. 14: Site Professional Development Day (Non-Student Day) 19 20 21 22 23 Aug. 15: First Day of School
26 27 28 29 30
September 2 3 4 5 6
20 20
9 10 11*12 13 Sept. 2: Labor Day (Legal Holiday)
16 17 18 19 20 Sept. 11: K-8 Staff Development Day (Minimum Day) 23 24 25 26 27
30 October 1 2 3 4
23 23
7 8 9 10 11 Oct. 17&18: MVHS Finals (Minimum Days)
14 15 16 17*18*
21 22 23 24 25
28 29 30 31
November 1
15 15
Nov. 12-15: K-5 Parent Teacher Conf.(Minimum Days)
4 5 6 7 8 Nov. 13&14: 6-8 Parent Teacher Conf.(Minimum Day) 11 12*13*14*15*Nov. 11: Veteran’s Day (Observed Legal Holiday) 18 19 20 21 22 Nov. 25-29: K-12 Non-Student Days
25 26 27 28 29 Nov. 28: Thanksgiving Holiday (Legal Holiday) December 2 3 4 5 6
15 15
Dec. 18-20: RBVHS & VHS Finals (Minimum Days)
9 10 11 12 13 Dec. 19&20: MVHS Finals (Minimum Days)
16 17 18 19 20 Dec. 23-31: Winter Recess (School Resumes Jan.8 ) 23 24 25 26 27 Dec. 25: Christmas Day Observed (Legal Holiday) 30 31
January 1 2 3
17 18
Jan. 1: New Year’s Day Observed (Legal Holiday)
6 7 8 9 10 Jan. 1 - 6: Winter Recess (School Resumes Jan. 8) 13 14 15 16 17 Jan.7: HS Professional Development Day (Non-Student Day) 20 21 22 23 24 Jan.7: K-8 Non-Student Day/Non Staff Day 27 28 29 30 31 Jan. 20: M.L. King Birthday (Legal Holiday) February 3 4 5 6 7
18 18
10 11 12 13 14 Feb. 14: Observed Lincoln’s Birthday (Legal Holiday) 17 18 19 20 21 Feb. 17: President’s Day (Legal Holiday) 24 25 26*27 28 Feb. 26: K-8 Staff Development Day (Minimum Day) March 3 4 5 6 7
20 20
10 11 12*13*14*March 12&13: 6-8 Parent/Teacher Conf.(Minimum Day) 17 18 19 20 21 March 13&14: MVHS Finals (Minimum Day)
24 25 26 27 28 March 31: Spring Break
31 April 1 2 3 4
18 18
7 8 9 10 11 April 1-4: Spring Break
14 15 16 17 18
21 22 23 24 25
28 29 30
May 1 2
21 21
5 6 7 8 9 May 26: Memorial Day (Legal Holiday)
12 13 14 15 16
19 20 21 22 23
26 27 28 29 30
June 2 3 4 5 6
3 3
June 3&4: MVHS Finals (Minimum Days)
9 10 11 12 13 June 2-4: RBV/VHS Finals (Minimum Days)
16 17 18 19 20 June 4: Last Day of School (Minimum Day – All) 23 24 25 26 27
30 182 STUDENT DAYS
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ENCROACHMENT PERMIT APPLICATION FORM
Please print required information

ENGINEERING DEPARTMENT
200 CIVIC CENTER DR.

VISTA, CA 92084
(760) 639-6111
JOB AND OR DRAWING NUMBER: ISSUED BY: DATE:

JOB SITE ADDRESS OR DESCRIPTION: PERMIT #: PERMIT EXPIRATION DATE:
48 HOUR NOTICE REQUIRED FOR

INSPECTION AND PRIOR TO START OF WORK
CALL (760) 639-6113
ASSESSOR'S PARCEL NUMBER (APN):

CONTRACTOR:

YOU MUST CALL UNDERGROUND SERVICE ALERT AT
(1-800-422-4133)
(2)WORKING DAYS PRIOR TO WORK
UNDERGROUND SERVICE ALERT NO.

THIS PERMIT IS INVALID WITHOUT THIS NUMBER
CONTRACTOR'S MAILING ADDRESS:

CITY ZIP
EMAIL ADDRESS: A CASH SECURITY is required for trench excavation or any work not covered by construction bonds. CASH SECURITY shall be a minimum of $500 or equal to the cost of the proposed improvements within the City's right-of-way. CASH SECURITY may be returned as follows. For deposit amounts greater than $500, ninety percent (90%) of the CASH SECURITY may be returned upon completion and approval of the improvements by the City Engineer or his designee. The remaining ten percent (10%) or a minimum of $500 will be retained for a period of (1) year after the date that the work is completed. CASH SECURITY will be forfeited and used to correct defects, unacceptable work, trench failures or subsidence if corrective work is not completed within (5) working days after notification.

PHONE#:FAX#:

STATE LICENSE NUMBER BUSINESS LICENSE NUMBER
DESCRIPTION OF WORK:

JOB SITE CONTACT: I agree to save, keep and hold harmless the CITY OF VISTA, its officers and agents, from all damages, costs, or expenses in law or equity that may at any time arise or be set up because of damages to property, or of personal injury received by reason of or in the course of performing work, which may be caused by any willful or omission by the contractor, or any of the contractor's employees, or any sub-contractor. The CITY OF VISTA will not be liable for any accident, loss or damage to the work prior to its completion and acceptance.

CELL PHONE #
START
DATE

ESTIMATED

COMPLETION DATE

THE FOLLOWING MUST BE INCLUDED OR EMAILED
WITH PERMIT APPLICATION: I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability, for workman’s compensation or to undertake self-insurance in accordance with the provisions of said Labor Code and I will comply with such provisions before commencing the performance of the work of this contract.

TRAFFIC CONTROL PLANS (1 COPY)
SITE PLAN / VICINITY MAP (1 COPY)
CONSTRUCTION PLANS (1 COPY)
LIABILITY INSURANCE (1 COPY)
WORKMAN'S COMP INSURANCE (1 COPY)
CITY OF VISTA BUSINESS LICENSE (1 COPY)
I hereby acknowledge that I have read this application and certify that the information given is correct. I agree to comply with all applicable city ordinances, state laws and with the requirements of this permit.

CALOSHA PERMIT (1 COPY)

PLEASE SEND EMAIL SUBMISSIONS TO THE
FOLLOWING EMAIL ADDRESS:
[email protected]

SIGNATURE

PRINT NAME
DATE
NOTICE: THIS IS NOT AN ENCROACHMENT PERMIT - CONTRACTOR MUST SIGN ACTUAL PERMIT IN PERSON Version Date July 202310/22/2024 D3 202 of 342

CITY OF VISTA
Requirements for Encroachment Permits

1.Must have State Contractor’s License.

2.Required License Types: For trenching, only A, C-34, C-36 & C42 allowed Additional License Types may be allowed for Surface Improvements

3.State of California Occupational Safety and Health Permit (CALOSHA).

4.Must submit applicable Underground Service Alert Number, if applicable.

5.Must have valid City of Vista Business License.

6.Must have Workers Compensation Insurance with the City of Vista as Certificate Holder.

7.Must have Liability Insurance with the City of Vista listed as the Certificate Holder and as Additional Insured.

If working in a street or easement, liability amount must be at least $1,000,000.00 For surface improvements - sidewalks or driveways amount must be $500,000.00

8.Must have $1,000,000.00 of pollution liability insurance if doing any work on or within public sewer manholes or public sewer mains.

9.Must adhere to the attached City Notices for Traffic Control, Materials, and Stormwater standards.

10.Permit Fee & Required Cash Trust Deposit: Minimum cost of permit is $1,669.85 plus a minimum cash trust deposit of $500.00 or an amount equal to the cost of the improvements being done within the City’s right-of-way. Minimum permit fee covers 3 hours of inspection time and 30 minutes for preconstruction meetings. Additional fees will be due if more than 3 hours of inspection time is required.

Trust Deposit may be returned as follows.

Ninety percent (90%) of Cash Deposit may be returned upon completion and approval of the improvements by the City Engineer or his designee.

The remaining ten percent (10%) or a minimum of $500.00 will be held for a period of one year after the completion and final approval of the work and may be returned if the funds are not required to correct improvement defects, unacceptable surface work and trench failure or subsidence which is not corrected within (5) working days after notification.

APPROVABLE TRAFFIC CONTROL PLANS MUST TO BE SUBMITTED WITH PERMIT APPLICATION. ISSUANCE OF PERMIT MAY BE DELAYED IF NOT SUBMITTED.

TRAFFIC CONTROL PLANS MUST MEET ALL REQUIREMENTS MANDATED WITHIN THE CALIFORNIA MANUAL ON TRAFFIC CONTROL DEVICES.
200 Civic Center Drive • Vista, CA 92084 • Ph 760-639-6111 • Fax 760-639-6112

PLEASE NOTE
Additional Insured Endorsements must be included
as attachments to the Certificate of Liability Insurance ***** Endorsements must cover Ongoing and Completed Operations ***** 10/22/2024 D3 203 of 342

CITY OF VISTA - Notice
The following General Traffic Control Conditions shall be considered a part of the City of Vista Encroachment Permit Traffic Control and Standards

1.Telephone Engineering Inspection at 760-639-6113, 48 hours prior to any work in the City right-of-way.

2.The traffic control plan must be prepared by either a California licensed Traffic Control Services Consultant (C31 Contractor’s License – Construction Zone Traffic Control Contractor) or be a California registered Traffic or Civil Engineer.

3.The traffic control plan must be in accordance with the latest edition of the California MUTCD or the San Diego Regional Standard Drawings.

4.The Encroachment Permit shall be kept on the worksite during all ongoing work with the City-approved traffic control plan.

5.Traffic control shall be set and maintained per the City approved traffic control plan. Barricades shall be Type II Flashing, with reflectorized delineators and signs, if required for night operations. Minimum lane width is 11 feet.

6.No street shall be closed without the approval of the Traffic Engineer pursuant to a City approved traffic control plan.

7.Pedestrian walkway shall be left open or detoured using a minimum four-foot- wide safe passageway pursuant to a City approved traffic control plan.

8.Normal working hours are 7:00 a.m. – 5:00 p.m., Monday through Friday unless indicated otherwise on the City approved traffic control plan.

9.Work in the public right-of-way shall be Monday through Friday only. No work is allowed on Saturday, Sunday, or City Holidays without prior City approval.

10. Upon permit expiration, all work ceases until a new permit application is submitted and approved. Existing permit time extension requests must be submitted prior to expiration date of permit.

11. No construction vehicles shall be parked upon public sidewalks. VCC

10.24.040.

12. It is the permittee’s responsibility to protect against any dirt or debris from being deposited within the City storm drain system. See attached stormwater pollution prevention requirements.

13. The permittee is required to immediately comply with all directives issued by the City Inspector to eliminate dust, mud, or other site nuisance. 200 Civic Center Drive * Vista, CA 92084 * 760-639-6111 * Fax 760-639-6112 10/22/2024 D3 204 of 342

CITY OF VISTA - Notice
The following Materials and Standards shall be considered a part of the City of Vista Encroachment Permit
Materials and Standards

1.The permittee is responsible to perform all work and conduct operations per City approved editions of the SSPWC, SDRSD, CITY STDS, CODES, this PERMIT, and all other applicable requirements.

2.No trenches shall be left open overnight. Trenches shall either be plated with recessed non-skid trench plates and all edges sealed with temporary AC seal, or backfilled and paved with a minimum of 2” of compacted 3/4" B2 PG 64-10 hot mix. Temporary AC Cold Mix is not allowed unless authorized by the City Engineer. For trenches wider than 4-feet, a paving machine is required.

3.Curb, gutter, sidewalk, driveways, and curb ramps shall be sawcut to an even line and be removed joint to joint per SDRSD G-11.

4.Curb and gutter and cross gutter shall be removed as directed by the City Inspector. Concrete removal will require a 1’ minimum section of asphalt sawcut and repave.

5.Permanent asphalt placement shall be per City of Vista Std. Dwg. SRF-08A & 08B. Two-inch (2") grind and cap is required for all trenches and shall extend a minimum of 4 feet wide or 12- inches from the outside edge of the trench whichever is greater. AC shall be placed using a spreader box or a paving machine. Cap with 1/2" Med. C2-PG 64-10 RAP unless otherwise noted. Streets paved with rubberized asphalt shall be capped with the same material.

6.All damaged roadway striping shall be replaced in kind.

7.All concrete placed shall be transit mix, unless waived by the City Inspector.

8.Two-sack slurry backfill is required when tunneling under curb and gutter.

9.All subgrade (12” depth) and basegrade material shall be compacted to 95 percent density.

Sidewalk sub/base material shall be compacted to 90 percent density. Certification, including compaction testing, shall be provided by the Permitee unless waived by the City Inspector.

10.No excavated material shall be hauled to a site within the City of Vista, without City Inspector knowledge of the end haul location, and the appropriate permits.

11.Any continuous hauling operation will require a City approved Haul Route Permit, prior to commencing the haul. Hauling of dirt/rock etc. without this permit may subject this haul to an immediate Stop Work Notice.

12.Approved City materials for construction include:
a.Asphalt: Surface course – ½” Med. C2-PG 64-10 RAP, Min. .10 thick Base course – ¾” Med. B-PG 64-10 RAP
Berm – D2-AR-8000
[Performance Grade (PG) asphalt binder may be substituted for AR-8000 asphalt binder in AC Berm]
b.Concrete for structures – 6-sack 3250 PSI min.
c.Concrete for curb and gutters, sidewalks, driveways – 520-C-2500 min. d.Base material for curb ramps – 6” Class II/Caltrans 26-1.02B e.Street base material – Class II
f.Sidewalk base material – 6” Class II
g.Curing compound on all concrete – Type I SSPWC 303-5.6 All standards are considered minimum and may be revised by the City depending upon field considerations, standards and materials approved on a signed City plan, supercede above materials and standards. It is the permittee’s responsibility to understand and implement all Standards, Codes and other applicable requirements. 200 Civic Center Drive * Vista, CA 92084 * 760-639-6111 * Fax 760-639-6112 10/22/2024 D3 205 of 342

CITY OF VISTA – NOTICE
The following Stormwater Pollution Prevention Requirements shall be considered part of the City of Vista Encroachment Permit Stormwater Pollution Prevention Requirements
Project Activity Required Pollution Prevention
Trash & Waste Generation
**REQUIRED FOR ALL
PROJECTS**
Permittee shall inform any on‐site employees of these pollution prevention requirements.

Within or adjacent to the encroachment area, permittee shall:
•Collect and contain all construction trash, waste, and debris •Promptly contain and clean any spill on site
•Routinely inspect site, remove loose trash, and prevent spills •Properly dispose of any hazardous materials
•Not wash down surfaces unless water is collected and removed or directed to landscape
•Close lids in trash collection areas when not in use
Digging of Dirt – excavation,
trenching, demolition of
structures or grading
Within or adjacent to the encroachment area, permittee shall:
•Prevent dirt from migrating into street, sidewalk, or storm drain •Protect nearby storm drain inlets with perimeter controls and/or filter fabric •Install and maintain effective erosion and sediment controls •Cover exposed soils using mulch, tarps, or erosion control devices •Secure tarps over dirt and debris piles
•Routinely sweep site to remove and properly dispose of dirt generated by work Driveway or Sidewalk Within or adjacent to the encroachment area, permittee shall:
•Direct surface runoff to landscape areas, where feasible •Follow Required Pollution Prevention Requirements for “Digging of Dirt” •Follow Required Pollution Prevention Requirements for “Concrete, Paint, Mortar, or Stucco Work”
Concrete, Paint, Mortar, or
Stucco Work
Within or adjacent to the encroachment area, permittee shall:
•Contain wet mixing areas within confined area
•Prevent concrete, paint, mortar or stucco material from migrating into street, sidewalk or storm drain
•Properly dispose of waste material generated by work
Temporary Storage of
Materials Outside
Within or adjacent to the encroachment area, permittee shall:
•Elevate work materials off ground where possible, such as on pallets •Secure tarps over work materials stored outside
Washing of Material,
Equipment, or Surface
Within or adjacent to the encroachment area, permittee shall:
•Not wash down surfaces unless water is collected and removed or directed to landscape
Landscaping and Irrigation
Systems
Within or adjacent to the encroachment area, permittee shall: Not store landscape materials in street
Prevent dirt from migrating into street, sidewalk, or storm drain Secure tarps over piles of mulch or soil
Routinely sweep site to remove and properly dispose of dirt generated by work Not wash down surfaces unless water is collected and removed or directed to landscape
Test irrigation system, preventing overspray and runoff from hard surfaces 10/22/2024 D3 206 of 342

10/22/2024 D3 207 of 342

4955 Stout Drive, San Antonio, TX 78219
(210) 736-4477 | 1-800-736-5256 | [email protected] impactrecovery.com
©2024 Impact Recovery Systems, Inc.® All rights reserved. Impact Recovery Systems, OneBase, and Tuff Curb are registered trademarks of Impact Recovery Systems, Inc.® SlowStop® is a registered trademark of SlowStop Guarding Systems, LLC.® The products mentioned in this document are covered by the following U.S. and international patent numbers: 7,195,422 | 7,621,691| D937,700 | D620,823 | D620,824 |D620,825 | EP 2 267 225 | EP 2 888 412 | 9,938,677 | 11,136,735 | D932,875. Other U.S. and International patents pending.

Product Specifications
Diameter 2.375"
Height 28", 36", 42"
Material Flexible plastic
Color White, orange, yellow, black
Standard Sheeting Two 3" bands; Custom options available Reflective Sheeting Type V super high-intensity abrasion resistant Optional Sheeting (Long Squeeze Only)Single 3" x 12" reflective sheet (double-sided available) Reflective Sheeting Color White, orange, yellow, red, green, blue Optional Sheeting (Long Squeeze Only)Single 3" x 12" reflective sheet (double-sided available) Post Top Open Top, Capped, Long-Squeeze
Compatibility Quarter Turn Surface Mount, Tuff Curb XLP QT Curbing Recommended Uses
Managed lanes
HOV lanes
Bike lanes
Urban turn restrictions
High speed traffic
Corrosive environments
OmegaPost

TRAFFIC SAFETY

SPEC SHEET
P/N OP2
Available in the following colors:

NTPEP
January 2024
10/22/2024 D3 208 of 342

4955 Stout Drive, San Antonio, TX 78219
(210) 736-4477 | 1-800-736-5256 | [email protected] impactrecovery.com
©2024 Impact Recovery Systems, Inc.® All rights reserved. Impact Recovery Systems, OneBase, and Tuff Curb are registered trademarks of Impact Recovery Systems, Inc.® SlowStop® is a registered trademark of SlowStop Guarding Systems, LLC.® The products mentioned in this document are covered by the following U.S. and international patent numbers: 7,195,422 | 7,621,691| D937,700 | D620,823 | D620,824 |D620,825 | EP 2 267 225 | EP 2 888 412 | 9,938,677 | 11,136,735 | D932,875. Other U.S. and International patents pending.

Product Specifications
Socket Type Fixed Quick Release Quarter Turn
Material Injection-molded polyethylene (single piece)
Dimensions 40” x 8” x 2”; 6.5 lbs.

Hardware Fixed - stainless steel socket cap screws and t-nuts, Quick Release - zinc chromate shoulder bolts, Quarter Turn - Single galvanized keeper pin
Curb Color White, yellow, green (integral colorization) Reflectors Curved glass-element (45° reflectivity)
Standard Reflector Ordering Options White - White or white/red reflector combination, Yellow - Yellow reflectors, Green - White or white/red reflector combination
Compatibility Fixed, Quick Release uprights, Quarter Turn Uprights Recommended Uses
Ideal for use for demanding high speed applications as well as city streets, bridges, and parking decks, bike lanes Use with Impact Recovery posts or signs attached
Tuff Curb®
XLP

TRAFFIC SAFETY

SPEC SHEET
P/N TC
Available in the following colors:

January 2024
10/22/2024 D3 209 of 342

SWARCO COLORADO PAINT COMPANY II, LLC
2851 N. Walden Street, Aurora, CO 80011, T. 303-388-9265, F. 303-388-0881 E. [email protected], www.swarco.com/cpc

1110 SERIES
HIGH BUILD WATERBORNE ACRYLIC TRAFFIC PAINT (TT-P-1952F TYPE III)

1110 Series Waterborne High Build Traffic Paint is a fast dry, 100% cross-linking acrylic latex that offers maximum durability and film build. The cross-link technology allows the coating to be applied in multiple layers.

1110 Series is recommended for striping long line traffic markings on roads and highways, or other traffic surfaces including parking lots, driveways, garages, sidewalks and runways. It may be applied over asphalt and Portland cement concrete surfaces.

1110 Series is available in white, lead-free yellow, black, red, blue and green.

TECHNICAL DATA

Property Specifications* 1110 1116
White Yellow
Pigment by weight 60 - 62% 61% (±1%) 61% (±1%)
Total Solids, by weight 75%, ±2% ≥ 77% ≥ 77%
Volume Solids, by volume 60% ≥ 60.0% ≥ 60.0%
Nonvolatile Vehicle, by weight Varies ≥ 40.0% ≥ 40.0%
Weight per gallon, lbs. Varies 14.0 ± 0.3 13.6 ± 0.3
Viscosity @ 77°F, KU 80 - 90 80 - 90 80 - 90
Grind, Hegman 3 ≥ 4 ≥ 4
Contrast Ratio, 5 mil wet 0.92 ≥ 0.95 ≥ 0.92
Directional Reflectance, 5 mil wet 85 min (white)
50 min (yellow) ≥ 88 ≥ 50
Field Test Time, No track time at
ambient conditions, seconds Varies < 90 < 90
Dry Through Time, 15 mils wet,
minutes, ASTM D1640 ≤ 120 < 120 < 120
No Pick Up Time (without beads),
minutes, ASTM D711 ≤ 10 < 10 < 10
Volatile Organic Compound, g/L ≤ 150 < 100 < 100
*Specifications listed are based on Federal Specification TT-P-1952F and multiple state specifications.

ADVANTAGES

Maximum durability
Maximum film build and multi-layering
Improved adhesion for longer life applications
Fast drying under a wide range of climatic
conditions
Remains flexible over time
Can be applied with conventional or airless
spray equipment
No thinning necessary

PACKAGING

5 gallon pail
55 gallon drum
250 gallon tote

COVERAGE

80 square feet per gallon at 20 mils wet film
240 linear feet per gallon, 4-inch line at 20 mils
wet film thickness

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SWARCO COLORADO PAINT COMPANY II, LLC
2851 N. Walden Street, Aurora, CO 80011, T. 303-388-9265, F. 303-388-0881 E. [email protected], www.swarco.com/cpc

1110 SERIES
HIGH BUILD WATERBORNE ACRYLIC TRAFFIC PAINT (TT-P-1952F TYPE III)

SURFACE PREPARATION
In general, coating performance is directly proportional to the quality of surface preparation. Before applying coatings, surfaces must be clean and dry. Remove all grease, oil, gasoline, dirt, grass, loose gravel, old, peeling or flaking paint, and other contaminants.

Previous markings that are thinner than 5 mil (150 μm) and adheres well to the surface may be painted over. New asphalt, concrete, and seal-coated surfaces should be in place for a minimum of 30 days prior to application and all residual sealants and curing compounds must be removed.

The prepared area should extend beyond the boundaries of the marking to be applied such that there remains cleaned surface beyond the edges of the applied marking.

APPLICATION

Do not apply when the temperature is below 50oF

Do not allow coating temperature inside the striping
system to go above 110oF

Do not apply first coat over fresh asphalt at more than 7 wet mils

Allow first coat to dry before applying second coat

Do not leave water or water mixed with non-subsiding
cleaner for more than 24 hours in spray equipment. It is recommended to use a mixture of glycol solution and
water when storing spray equipment longer than 72 hours

Surface temperature must be at least 5oF above dew point to prevent condensation

DO NOT MIX WITH WATER. This product comes ready-
mixed.

GOVERNMENT SPECIFICATIONS

Meets Federal Specification TT-P-1952F Type III for
Increased Durability
MIXING
Thoroughly mix prior to use to ensure even coverage. If necessary, strain the paint to remove skins or other foreign debris. Dried paint cannot be reincorporated to its liquid form.

ENVIRONMENTAL

Dry paint chips are non-toxic
Meets Federal Clean Air Act Regulations

CLEANUP
Immediately clean all equipment after use with fresh water. Dried paint may be removed with a methanol/water mixture or other suitable solvent.

SAFETY PRECAUTIONS
FOR INDUSTRIAL USE ONLY! Not for residential use. Review Safety Data Sheet (SDS) and product label before using. Safety precautions must be strictly followed during storage, handling and use.

SHELF LIFE
Water based paints are best utilized within 3 months of delivery but remain usable for 12 months.

WARRANTY
Colorado Paint warrants to the purchaser that this product shall be manufactured without defects when applied according to Colorado Paint Application Instructions. This warranty covers material replacement only. Excluded from coverage is labor, any damage to the application surface or any failure of the coating caused other than by defects within the material. Because the conditions of use are beyond our control, Colorado Paint shall not be liable for any injury, loss or damage, direct or consequential, arising from the use or the inability to use the product herein.

Rev. 11/2019
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COLORADO PAINT COMPANY

SAFETY DATA SHEET, revised 12 April 2019, printed 12 April 2019 14:34 Page 1 of 7 1112 Waterborne High Build Traffic Marking Paint Green

1. PRODUCT AND COMPANY INFORMATION
Trade name 1112 Waterborne High Build Traffic Marking Paint Green Product codes ZB1112, B1112, 1112, Waterborne High Build Traffic Marking Paint Green Chemical family Aqueous pigmented resin solution
Intended use Roadway marking
Company Colorado Paint Company II, LLC
2851 N. Walden Street
Aurora, CO 80011; U. S. A.

Telephone +1 303-388-9265
Web site www.swarco.com/cpc
Emergency (Chemtrec; 24 h) 1-800-424-9300 (U. S. A. and Canada)

2. HAZARD IDENTIFICATION
Emergency Overview
OSHA Hazards
Target Organ Effect, Irritant
Target Organs
Liver, Kidney
GHS Classification
Specific target organ toxicity - single exposure (Category 2) Carcinogenicity (Category 1A)
Skin irritation (Category 2)
Eye irritation (Category 2A)
Acute aquatic toxicity (Category 1)
Chronic aquatic toxicity (Category 1)
GHS Label elements, including precautionary statements
Pictograms:

Signal word: Danger
Hazard statements
H303 May be harmful if swallowed.

H316 Causes mild skin irritation.

H317 May cause an allergic skin reaction.

H320 Causes eye irritation.

H335 May cause respiratory irritation.

H350 May cause cancer.

H371 May cause damage to organs
H410 Very toxic to aquatic life with long lasting effects.

Precautionary statements
P260 Do not breathe dust / fume / gas / mist / vapours / spray.

P281 Use personal protective equipment as required.

P302+352 IF ON SKIN: Wash with soap and water.

P305 + P351 + P338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing.

HMIS and NFPA Classification:

HMIS NFPA Hazard
Health 2* 2
Flammability 1 1
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COLORADO PAINT COMPANY
SAFETY DATA SHEET, revised 12 April 2019, printed 12 April 2019 14:34 Page 2 of 7

1112 Waterborne High Build Traffic Marking Paint Green
Reactivity –– 0
Physical hazard 0 ––
Potential Health Effects
Inhalation: May be harmful if inhaled.

Skin: May cause skin irritation.

Eyes: Causes severe eye irritation.

Ingestion: May be harmful if swallowed. Aspiration hazard if swallowed – can enter lungs and cause damage.

3. COMPOSITION
Name Synonym CAS EINECS Index Concentration
Calcium carbonate Limestone 1317-65-3 207-439-9 –– 30-60% Acrylic resin (a polymer) –– –– –– –– 10-50%
3-Hydroxy-2,2,4-trimethylpentyl 2-
methylpropanoate
Hydroxy ester 25265-77-4 246-771-9 –– 1-10%
Methanol Methyl alcohol 67-56-1 200-659-6 603-001-00-X 1-3% Titanium dioxide Titanium(IV) oxide 13463-67-7 236-675-5 –– 0.5-1.5% Ammonium hydroxide Ammonia 1336-21-6 215-647-6 007-001-01-2 0.1-0.5% Crystalline silica Quartz 14464-46-1 238-878-4 –– 0.1-0.5% Copper compound ** Pigment green Proprietary –– –– 0.1-0.5% ** Copper, as integral part of the compound 7440-50-8 231-159-6 –– <0.05%

4. FIRST AID MEASURES
General advice
Consult a physician. Show this Safety Data Sheet to the attending doctor.

If inhaled
Move person to fresh air. If not breathing, give artificial respiration. Obtain proper medical attention.

If on skin
Wash off with soap and water. Consult a physician if needed.

In case of an eye contact
Rinse thoroughly with plenty of running water for at least 15 minutes. Seek medical attention.

If swallowed
Rinse mouth with water. Seek immediate medical attention.

Most important symptoms and effects, both acute and delayed To the best of our knowledge, the chemical, physical, and toxicological properties have not been thoroughly investigated.

5. FIRE FIGHTING MEASURES
Suitable extinguishing media
Product as delivered is water-based and shall not burn.

For dried material that is burning, use water, "alcohol" foam, dry chemical, or carbon dioxide.

Special protective equipment for fire fighters
Do not enter the fire area without proper protection.

Special fire fighting procedure
Prevent run off to sewers and bodies of water from fire fighting involving this product as it contains up to 0.05% of copper, which is a Clean Water Act priority pollutant.

Hazardous combustion products
Hazardous decomposition products formed under fire conditions: Carbon oxides, calcium oxide, nitrogen oxides.

6. ACCIDENTAL RELEASE MEASURES
Personal precautions
Use personal protective equipment. Avoid breathing vapors, mist, or gas. Ensure adequate ventilation. Evacuate unnecessary personnel to safe areas.

Environmental precautions
Prevent leakage or spillage if safe to do so. Do not let product enter drains. Highly toxic for aqueous environment.

Methods and materials for containment and cleaning up
Contain spillage, clean affected area using a strong detergent solution. Collect and place in suitable closed container for disposal according to local regulations.
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SAFETY DATA SHEET, revised 12 April 2019, printed 12 April 2019 14:34 Page 3 of 7

1112 Waterborne High Build Traffic Marking Paint Green

7. HANDLING AND STORAGE
Precautions for safe handling
Avoid contact with skin and eyes. Avoid inhalation of vapour or mist. Avoid contact with skin.

Conditions for safe storage
Keep container tightly closed. Recommended storage temperature is 10-30 °C. Do not permit to freeze.

8. EXPOSURE CONTROLS AND PERSONAL PROTECTION
Occupational exposure limits for the product as delivered have not been established.

Information below is provided for individual ingredients, where available. No occupational exposure limits have been established for other ingredients, which does not imply that they might not be harmful or toxic. Unknown hazards may exist and/or the materials may have not been fully tested. The user is required to follow all of the good industrial hygiene practices Occupational exposure limits
Calcium carbonate (CAS 1317-65-3):

OSHA Permissible Exposure Limit (PEL) for General Industry: 29 CFR 1910.1000 Table Z-1: 15 mg/m3 TWA OSHA Permissible Exposure Limit (PEL) for Maritime: 29 CFR 1915.1000 Table Z-Shipyards: 15 mg/m3 TWA American Conference of Governmental Industrial Hygienists (ACGIH) Threshold Limit Value (TLV): 10 mg/m3 TWA; The value is for particulate matter containing no asbestos and <1% crystalline silica.

National Institute for Occupational Safety and Health (NIOSH) Recommended Exposure Limit (REL): 10 mg/m3 TWA Not considered a hazardous substance. Provided exposure limits are established for respirable dust only, particulate matter containing less than 1% of asbestos. They are meaningless for the paint product as delivered, but apply while sanding or abrading dried coating.

Crystalline silica (CAS 14464-46-1):

OSHA Permissible Exposure Limit (PEL) for General Industry: 29 CFR 1910.1000 Table Z-3: Limit for dust is calculated per formula: (10 mg/m3) / (%SiO2+2).

American Conference of Governmental Industrial Hygienists (ACGIH) Threshold Limit Value (TLV): 0.05 mg/m3 TWA; (Respirable fraction).

National Institute for Occupational Safety and Health (NIOSH) Recommended Exposure Limit (REL): 0.05 mg/m3 TWA; Potential Carcinogen.

NIOSH Immediately Dangerous to Life and Health (IDLH) concentration: 25 mg/m3.

The established limits are for respirable dust only and are meaningless for the paint product as delivered, but apply while sanding or abrading dried coating.

Carcinogenic Classification: International Agency for Research on Cancer (IARC): Group 2A, probably carcinogenic to humans. Health Effects: Pneumoconiosis.

Methanol (CAS 67-56-1):

OSHA Permissible Exposure Limit (PEL) for General Industry: 29 CFR 1910.1000 Table Z-1: 200 ppm, 260 mg/m3 TWA.

OSHA PEL for Construction Industry: 29 CFR 1926.55 Appendix A: 200 ppm, 260 mg/m3 TWA.

OSHA PEL for Maritime Industry: 29 CFR 1915.1000 Table Z-Shipyards: 200 ppm, 260 mg/m3 TWA.

American Conference of Governmental Industrial Hygienists (ACGIH) Threshold Limit Value (TLV): 200 ppm, 262 mg/m3 TWA; 250 ppm, 327 mg/m3 STEL; Skin.

National Institute for Occupational Safety and Health (NIOSH) Recommended Exposure Limit (REL): 200 ppm, 260 mg/m3 TWA; 250 ppm, 325 mg/m3 STEL; Skin.

NIOSH Immediately Dangerous to Life and Health (IDLH) concentration: 6,000 ppm = 7860 mg/m3 Ventilation
Use only where appropriate ventilation is available. This product is designed for outdoor use.

Personal protective equipment
Respiratory protection
When used as designed, outdoors in a well-ventilated area, exceeding of the exposure limits is very unlikely unless caused by intentional misuse.

When the exposure limits are exceeded or when working indoors, use a full-face respirator with multi-purpose combination (US) or type AXBEK (EN 14387) cartridges.

When sanding or abrading dried film, type N95 (US) or type P1 (EN 143) dust masks are suggested.

Hand protection
Handle with gloves that satisfy the specifications of the standard EN 374. Dispose of contaminated gloves after use in accordance with applicable laws and good work hygiene practices. 10/22/2024 D3 214 of 342

COLORADO PAINT COMPANY
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1112 Waterborne High Build Traffic Marking Paint Green
Eye protection
Safety glasses with side shields are required. Tightly fitting splash goggles are recommended. Use equipment for eye protection tested and approved under appropriate government standards such as NIOSH (US) or EN 166 (EU).

Skin and body protection
Wear protective clothing.

Hygiene measures
Handle in accordance with good industrial hygiene and safety practice. Wash your hands thoroughly. Never intentionally inhale the contents. Use only for the intended purpose.

9. PHYSICAL PROPERTIES
Physical state Viscous liquid
Color Green
Odor Mild latex paint, ammonia
Boiling point ±100 ºC
Freezing point ±0 ºC
Flash point ≥200°F (93.3ºC)
Upper explosion limit No data available
Lower explosion limit No data available
Solubility in water Waterborne product
Vapor pressure No data available
Density 1.2-1.8 g/ml
Viscosity 80-100 KU at 25 ºC
pH 9.0-12.0

10. STABILITY AND REACTIVITY DATA
Chemical stability
Stable.

Possibility of hazardous reactions
None known.

Conditions to avoid
Do not freeze or expose to extreme heat as coalescing may occur.

Materials to avoid
Acids, oxidizing agents.

Hazardous decomposition products
Hazardous decomposition products formed under fire conditions: Carbon oxides, nitrogen oxides.

Other decomposition products: No data available

11. TOXICOLOGICAL DATA
Information for the product as delivered is not available. Data for the individual ingredients is provided below, if available.

Acute toxicity
Name Oral LD50
(mg/kg) rat
Inhalation LC50
(mg/m3/4 h) rat
Dermal LD50
(mg/kg) rabbit
Ammonium hydroxide 350 (Gastrointestinal, Liver, Kidney, Ureter, Bladder) No data available. No data available.

Calcium carbonate 6,450 No data available. No data available.

Hydroxy ester 3,200 >3,550 >15,200
Methyl alcohol 5,628 83,840 15,800
Titanium dioxide >10,000 No data available. >10,000
Chronic Exposure
Name Skin corrosion / irritation Serious eye damage / irritation Respiratory or skin sensitization Ammonium hydroxide No data available. Rabbit: Severe eye irritation No data available.

Calcium carbonate Rabbit: No skin irritation Rabbit: Mild eye irritation No data available.

Methanol Rabbit: Skin irritation - 24 h Rabbit: Eye irritation - 24 h No data available. 10/22/2024 D3 215 of 342

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1112 Waterborne High Build Traffic Marking Paint Green
Germ cell mutagenicity
Titanium dioxide Genotoxicity in vitro – hamster – ovary: Micronucleus test.

Genotoxicity in vitro – hamster – lungs: DNA inhibition.

Genotoxicity in vitro – hamster – ovary: Sister Chromatoid exchange.

Genotoxicity in vivo – mouse – intraperitoneal: Micronucleus test.

Carcinogenicity
Quartz IARC: 2A - Group 2A: Probably carcinogenic to humans (Quartz) NTP: Known to be human carcinogen (Quartz)
OSHA: No component of this product present at levels greater than or equal to 0.1% is identified as a carcinogen or potential carcinogen by OSHA.

Titanium dioxide Rat – inhalation: Tumorigenic: Carcinogenic by RTECS criteria. Lungs, Thorax, or Respiration: Tumors.

Rat – intramuscular: Tumorigenic: Neoplastic by RTECS criteria. Blood: Lymphomas including Hodgkin's disease. Tumors at site or application.

IARC: 2B - Group 2B: Possibly carcinogenic to humans (Titanium dioxide).

All other ingredients Are or contain components that are not classifiable as to their carcinogenicity based on IARC, ACGIH, NTP, or EPA classification.

Reproductive toxicity
No data available.

Teratogenicity
No data available.

Specific target organ toxicity - single exposure (Globally Harmonized System) Methanol Causes damage to organs.

Specific target organ toxicity - repeated exposure (Globally Harmonized System) No data available.

Aspiration hazard
No data available
Potential health effects
Inhalation: May be harmful if inhaled. May cause respiratory tract irritation.

Ingestion: Harmful if swallowed.

Skin: May be harmful if absorbed through skin. Causes skin irritation.

Eyes: Causes eye irritation.

Signs and Symptoms of Exposure
To the best of our knowledge, the chemical, physical, and toxicological properties of this product (a mixture) have not been thoroughly investigated.

Synergistic effects
No data available.

12. ECOLOGICAL DATA
Information for the product as delivered is not available. Data for the individual ingredients is provided below, if available.

Toxicity
Ammonium hydroxide Fish: Oncorhynchus tshawytscha (Chinook salmon): 3.57 mg/dm3 - 3 days (mortality NOEC) Daphnia and other aquatic invertebrates: Daphnia magna (water flea): 32 mg/dm3 - 50 h (LC50) Copper Daphnia and other aquatic invertebrates:

Daphnia magna (water flea): 0.004 mg/dm3 - 24 h (mortality NOEC) Daphnia magna (water flea): 0.006 mg/dm3 - 24 h (mortality LOEC) Extremely toxic for aquatic environment.

Hydroxy ester Fish: Other fish: 33 mg/dm3 - 96 h (mortality NOEC) Daphnia and other aquatic invertebrates: Daphnid: 147.8 mg/dm3 - 48 h (EC50) Algae: Algae: 15.0 mg/dm3 - 96 h (EC50)
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1112 Waterborne High Build Traffic Marking Paint Green
Methanol Fish: Oncorhynchus mykiss (rainbow trout): 19,000 mg/dm3 - 96 h (LC50) Cyprinus carpio (carp): 36,000 mg/dm3 - 48 h (LC50)
Pimephales promelas (fathead minnow): 1.8 mg/dm3 - 144 h (mortality NOEC) Daphnia and other aquatic invertebrates: Daphnia magna (water flea): 10,000 mg/dm3 - 24 h (EC100) Daphnia magna (water flea): 24,500 mg/dm3 - 48 h (EC50) Titanium dioxide Fish: Other fish: >1,000 mg/dm3 - 96 h (LC50) Daphnia: Daphnia magna (water flea): 1,000 mg/dm3 - 48 h (EC50) Persistence and degradability
Hydroxy ester >77 % (28 days, Ready Biodegradability: CO2 Evolution Test) Readily biodegradable Bioaccumulative potential
No data available.

Mobility in soil
No data available.

PBT and vPvB assessment
No data available.

Biological oxygen demand
No data available.

Other adverse effects
Data for the entire preparation (a mixture) is not available.

13. DISPOSAL CONSIDERATIONS
Unused or spoiled product
This product, as supplied, is not considered a hazardous waste per Code of Federal Regulations 40 CFR 261. It can become hazardous waste if it is mixed with or comes in contact with a hazardous waste, or if the product is processed or altered. Consult 40 CFR 261 to check whether the altered material is a hazardous waste. It is the responsibility of the user to contact a licensed professional waste disposal service to arrange for appropriate removal in accordance with Federal, State/Provincial, and Local regulations. Do not dump into any drain, sewer, or on the ground. Do not incinerate closed containers.

Container
Empty packaging may contain product residue and should not be reused. Dispose as of unused product.

14. TRANSPORTATION INFORMATION
Not considered dangerous goods. Not regulated for transportation.

Information is provided for guidance purpose only, not meant to be inclusive. Packaging must be reviewed for suitability and compliance with the applicable regulations prior to shipment.

15. REGULATORY INFORMATION
TSCA and DSL
Listed or exempt.

OSHA Hazards
Irritant, harmful by ingestion.

SARA 311/312 Hazards
Acute Health Hazard, Chronic Health Hazard.

SARA 302
To the best of our knowledge, no chemicals in this product are subject to the reporting requirements of Superfund Amendments and Reauthorization Act (SARA), Title III, Section 302 (40 CFR 355.30).

SARA 304
This product contains trace amount of EPA priority pollutant (per 40 CFR 355 and 43024): Clean Water Act and CERCLA:

Copper (CAS 7440-58-0), <0.05%, reportable quantity 2,270 kg SARA 313
The following are subject to reporting levels established by SARA Title III, Section 313 (40 CFR 372.65):

Ammonium hydroxide (CAS 1336-21-6)
Methanol (CAS 67-56-1)
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1112 Waterborne High Build Traffic Marking Paint Green
California Proposition 65
Warning! This product contains trace amount of a chemicals known to the State of California to cause cancer:

Quartz (CAS 14464-46-1)
To the best of our knowledge, this product does not contain chemicals known to the State of California to cause birth defects or other reproductive harm.

Volatile Organic Compounds
Below 100 g/l (calculated per 40 CFR 59.406).

16. ADDITIONAL INFORMATION
This safety data sheet complies with 29 CFR 1910.1200 and with EC 1907/2006, as amended.

Last modified: Friday, 12 April 2019 14:34 (Fully updated SDS.) Disclaimer
All information and data appearing on this Safety Data Sheet are provided in good faith and are believed to be reliable and accurate to the best of our knowledge at the date of publication. Although certain hazards are listed herein, there is no guarantee that these are only risks. None of the provided information is to be considered a warranty or quality specification or all-inclusive and is given only as guidance. It is the user’s responsibility to determine the safety of use, handling, storage, transportation, disposal, and suitability for the intended utilisation of the product. Unless otherwise specified, the data provided herein is valid only for the described material and may be not applicable for the product used in combination with any other materials or processes. Colorado Paint Company / Swarco shall not be liable for any damage resulting from handling, contact, use, or inability to use of this product.

No guarantee, expressed or implied, is made by Colorado Paint Company / Swarco and the user assumes all risk and responsibility. 10/22/2024 D3 218 of 342

10/22/2024 D3 219 of 342

N

S
A
N
T
A

F
E

A
V
E
KI
V
A

L
N
1 0
'
1 1
'
1 1
'
1 4
'
228'
187'
100'

BUS STOP

EXISTING INTERSECTION

GREEN CONFLICT STRIPING

NOT SHOWN ON PLANS

TO REMAIN IN PLACE
W=5.5'
65 (TYP)
39 L=157' (TOTAL)
66 1
2 '
1 2
'
1 '
5 '
3'
7'
66 39L=454' (TOTAL)
W=10'
W=12.5'
70 255 SF
70 350 SF60R7-9a
11 '
11 '
13 '
12 '
12 '

BOBIER DRGO
O
D
W
I
N
DR
PA
N
T
H
E
R
WA
Y
HE
I
D
I

C
I
R
5'
2'
11 '
11 '
9'
9'
11 '
11 '
40 MPH POSTED SPEED LIMIT
5'
211'
11 '
11 '
158'
4'
46'32'100'

BUS STOP

AC BERM (TYP)
SEE SHEET 1 FOR TYPICAL

BUFFER HATCHING DETAIL

POST DELINEATOR (TYP)
SEE SHEET 1 FOR TYPICAL

BUFFER HATCHING DETAIL
7'

5. 5
'
39 L=184' (TOTAL)
39 L=454' (TOTAL)
39 L=48' (TOTAL)
39 L=516' (TOTAL)
W=7'W=7'
W=11'65 (TYP)
39 L=180' (TOTAL)
W=8'
3'
5'
W=10'
39 L=108' (TOTAL)
66 65 (TYP)
66 66
66 66
7'
3'
70 250 SF
72R30F (CA) MOD
60R7-9a
60 R7-9a

CITY OF VISTA PROTECTED BIKE LANES

BOBIER DR
2/6/2024
Sheet 1 of 3
P:
\
P
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2 0
2 3
.
0 6
6 2
.
0 1
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:

2 /
6 /
2 0
2 4

4 :
2 9
:
1 4

P
M
N
0'40'80'
SCALE 1" = 40'
N
MA
T
C
H
L
I
N
E
SE
E

B
E
L
O
W
L
E
F
T
MA
T
C
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L
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SE
E

S
H
E
E
T

2 MA
T
C
H
L
I
N
E
SE
E

A
B
O
V
E

R
I
G
H
T

TYPICAL DIAGONAL BUFFER HATCHING
NOTE: IF EXISTING BUFFER SPACING DIFFERS FROM 20', POST DELINEATORS AND AC BERMS SHALL BE CENTERED BETWEEN DIAGONAL STRIPES TO ACCOMMODATE.

PAINTED AC BERM

DRIVEWAY/BUS STOP GREEN BIKE

LANE CONFLICT MARKING DETAIL

STRIPING DETAILS
INSTALL WHITE LANE LINE (DETAIL 9) PER CALTRANS STD. PLAN A20A INSTALL WHITE LANE LINE (DETAIL 12) PER CALTRANS STD. PLAN A20A INSTALL YELLOW NO PASSING ZONE (DETAIL 22) PER CALTRANS STD. PLAN A20A INSTALL WHITE CHANNELIZING LINE (DETAIL 38) PER CALTRANS STD. PLAN A20D INSTALL WHITE BIKE LANE LINE (DETAIL 39) PER CALTRANS STD. PLAN A20D INSTALL LANE LINE EXTENSION THROUGH INTERSECTIONS (DETAIL 40) PER CALTRANS STD. PLAN A20D
12 9
22 38
39 40

CONSTRUCTION NOTES

APPLY DETAIL XX PER LATEST CALTRANS STANDARD PLANS

INSTALL SIGN ON EXISTING OR NEW SIGN POST

INSTALL GREEN CONFLICT PAINT PER DETAIL ON THIS SHEET

INSTALL BIKE LANE WITH ARROW PAVEMENT MARKING PER DETAIL

ON THIS SHEET

INSTALL GREEN BIKE BOX

REMOVE EXISTING SIGN
65 60
66 70

BIKE LANE WITH ARROW PAVEMENT MARKING DETAIL
(FIGURE 9C-38 OF THE CA MUTCD)
XX
72 PARKINGNO

DURING SCHOOL
YEARS
9:00 AM
TO 2:00 PM

MONDAY THRU
FRIDAY

PARKING
NO
ORDINANCE 86-34

STREET SWEEPING
2ND & 4TH MONDAY
10AM TO12PM

THIS TRACT
R30F (CA) MODR30B (CA) MOD

PARKING

OF VEHICLES

FOR SALE

PROHIBITED

VIOLATORS WILL BE

CITED AND/OR TOWED
PER V.M.C 10.32.060
R108 (CA) MOD
50 ft
66 250 SF 70

GREEN BIKE LANE PAINT
R7-9A

NOT TO SCALE

PROTECT IN PLACE

EXISTING BIKE PAINT
WHEN POSSIBLE. GRIND

AND REMOVE

CONFLICTING PAINT AS

NEEDED (TYP)
29 ft
DRWY

BIKE LANE WITH ARROW PAVEMENT MARKING DETAIL
(FIGURE 9C-3B OF THE CA MUTCD)

NOT TO SCALE
NOTE: PROTECT IN PLACE EXISTING BIKE PAINT WHEN POSSIBLE. NEW SYMBOLS NOT NEEDED IF FIGURE 9C-3 TYPE A, B OR C MARKING IS EXISTING.

INSTALL SOLID GREEN PAINT
NOTE: IF EXISTING BUFFER SPACING DIFFERS FROM 20', POST DELINEATORS AND AC BERMS SHALL BE CENTERED BETWEEN DIAGONAL STRIPES TO ACCOMMODATE. KEEP POST DELINEATORS AND AC BERM CLEAR OF ALL EXISTING UTILITY BOX/ MANHOLES. NO BUFFER, BERM OR POST TO BE INSTALLED AT DRIVEWAY OR BUS STOP LOCATIONS; REFER TO CONFLICT MARKING DETAIL. (TYP) 1400 SF 65
5/31/2024
6" TYPE A ASPH DIKE
PER SDRSD G-05.
11"
10/22/2024 D3 220 of 342

S
A
N

L
U
I
S

R
E
Y

A
V
E
BOBI
E
R

D
R
AN
Z
A

A
V
E
NO
B

C
I
R
CO
R
T
E
Z

A
V
E
7'
6'
11 '
12 '
10 '
12 '
11 '
5'
40 M
P
H

P
O
S
T
E
D

S
P
E
E
D

L
I
M
I
T
209'
207'
7'
218'
166'
25'
32'

AC BERM (TYP)
SEE SHEET 1 FOR TYPICAL

BUFFER HATCHING DETAIL

POST DELINEATOR (TYP)
SEE SHEET 1 FOR TYPICAL

BUFFER HATCHING DETAIL
L=72
8 '

(
T
O
T
A
L
)
39 L=728' (TOTAL)
W=12'
65 (TYP)
39 L=269' (TOTAL)
65 (TYP)
39 L=308' (TOTAL)66
66 66
66 39 L=500' (TOTAL)
39L=101' (TOTAL)
39 L=1061' (TOTAL)
39L=96' (TOTAL)
66 W=7'7'
6'
W=7'
70 350 SF
70350 SF
70355 SF
70 340 SF
W=12'
W=12'
W=12'
R7-9
A
60R7-9a
60 R7-9a
60 R7-9a
60 R7-9a 60 R7-9a
72 R108 (CA) MOD
72 R108 (CA) MOD
39 L=
1 0
6 1
'

(
T
O
T
A
L
)

BOBIER DR
LY
N
N
E
T
T
E

C
I
R
SA
N

L
U
I
S

R
E
Y

A
V
E
40 MPH PO
S
T
E
D

S
P
E
E
D

L
I
M
I
T
7'
11 '
12 '
11 '
12 '
12 '
8'
6'
5'

BUS STOP
39 L=728' (TOTAL)
39 L
=
7 2
8 '

(
T
O
T
A
L
)
66 60 R7-9A

CITY OF VISTA PROTECTED BIKE LANES

BOBIER DR
2/6/2024
Sheet 2 of 3
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2 3
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6 2
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0 1
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P
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a
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6 2
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0 1
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:

2 /
6 /
2 0
2 4

4 :
3 0
:
1 3

P
M
N
0'40'80'
SCALE 1" = 40'
N
MA
T
C
H
L
I
N
E
SE
E

B
E
L
O
W
L
E
F
T
M
A
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C
H
L
I
N
E
S
E
E

S
H
E
E
T

3 S
E
E

A
B
O
V
E

R
I
G
H
T
M
A
T
C
H
L
I
N
E
S
E
E

S
H
E
E
T

1 M
A
T
C
H
L
I
N
E

STRIPING DETAILS
INSTALL WHITE LANE LINE (DETAIL 9) PER CALTRANS STD. PLAN A20A INSTALL WHITE LANE LINE (DETAIL 12) PER CALTRANS STD. PLAN A20A INSTALL YELLOW NO PASSING ZONE (DETAIL 22) PER CALTRANS STD. PLAN A20A INSTALL WHITE CHANNELIZING LINE (DETAIL 38) PER CALTRANS STD. PLAN A20D INSTALL WHITE BIKE LANE LINE (DETAIL 39) PER CALTRANS STD. PLAN A20D INSTALL LANE LINE EXTENSION THROUGH INTERSECTIONS (DETAIL 40) PER CALTRANS STD. PLAN A20D
12 9
22 38
39 40

CONSTRUCTION NOTES

APPLY DETAIL XX PER LATEST CALTRANS STANDARD PLANS

INSTALL SIGN ON EXISTING OR NEW SIGN POST

INSTALL GREEN CONFLICT PAINT PER DETAIL ON THIS SHEET

INSTALL BIKE LANE WITH ARROW PAVEMENT MARKING PER DETAIL

ON THIS SHEET

INSTALL GREEN BIKE BOX

REMOVE EXISTING SIGN
65 60
66 70
XX
72 L
O
M
B
A
R
D

S
T
90 ft
W=11'
50 ft
W=5'
39 250 SF 70 78 ft65
65 175 SF
490 SF
SHEET 1

GREEN BIKE LANE PAINTPROTECT IN PLACE

EXISTING BIKE PAINT
WHEN POSSIBLE. GRIND

AND REMOVE

CONFLICTING PAINT AS

NEEDED (TYP)

PROTECT IN PLACE

EXISTING BIKE PAINT
WHEN POSSIBLE. GRIND

AND REMOVE

CONFLICTING PAINT AS

NEEDED (TYP)

INSTALL SOLID GREEN PAINT
5/31/2024
66 10/22/2024 D3 221 of 342

BOBIER DR

FOOTHILL DR
E
V
I
S
T
A

W
A
Y
12 '
11 '
11 '
12 '
11 '
5'
40 MPH POSTED SPEED LIMIT
7'
39'
39'53'
39'67'

AC BERM (TYP)
SEE SHEET 1 FOR TYPICAL

BUFFER HATCHING DETAIL

POST DELINEATOR (TYP)
SEE SHEET 1 FOR TYPICAL

BUFFER HATCHING DETAIL

EXISTING INTERSECTION

GREEN CONFLICT STRIPING

NOT SHOWN ON PLANS

TO REMAIN IN PLACE

SEE SEPARATE PLANS FOR
IMPROVEMENTS @ 1100 E VISTA WAY
13 '
173'
300' LANE REDUCTION
100'100'
W=8'
W=8'
100'100'
39 L=584' (TOTAL)39L=155' (TOTAL)
66 66
65(TYP)
65 (TYP)
39 L=78' (TOTAL)
39 L=56' (TOTAL)
39 L=78' (TOTAL)
39 L=310' (TOTAL)
39 L=273' (TOTAL)
W=5'
W=7'W=7'W=12'
66 69
69 69
39 L=125' (TOTAL)
70 405 SF
W=7'
W=7'
39 L=148' (TOTAL)
39 L=480' (TOTAL)
60 R7-9a
60 R7-9a
60W9-160W4-2
R7-9a
72 R32 (CA)
60 R7-9a
60 R7-9a
66 2
1 8
'
L
=
1 0
6 1
'

(
T
O
T
A
L
)
3 4
0 S
F
W
=
1 2
'

BOBIER DR
AN
Z
A

A
V
E
CA
L
L
E

J
U
L
E
S
7'
5'
11 '
12 '
10 '
12 '
11 '
5'
7'40 MPH POSTED SPEED LIMIT
25'
25'25'20'32'32'
54'18'25'
46'
39'
32'

AC BERM (TYP)
SEE SHEET 1 FOR TYPICAL

BUFFER HATCHING DETAIL

POST DELINEATOR (TYP)
SEE SHEET 1 FOR TYPICAL

BUFFER HATCHING DETAIL
39 L=1061' (TOTAL)
39 L=602' (TOTAL)
65 (TYP)
65 (TYP)39 L=204' (TOTAL)
39 L=503' (TOTAL)
39 L=194' (TOTAL)
39 L=71' (TOTAL)
39 L=54' (TOTAL)
39 L=63' (TOTAL)39 L=214' (TOTAL)
39 L=35' (TOTAL)
39 L=297' (TOTAL)
66 66
300' LANE REDUCTION
122'100'
W=7'W=7'
W=5'
W=7'
W=7'
W=7'
W=5'-7'
W=5'W=5'
W=5'
W=5'W=5'W=8'
W=8'
39 L=45' (TOTAL)
39 L=75' (TOTAL)
39 L=67' (TOTAL)
66 65(TYP)
65 (TYP)
69 69
69 39 L=152' (TOTAL)
39L=113'
(TOTAL)66
100'
3'
5'
15 '
7'
5'
60 R7-9a
60 W9-1
60 W4-2
R7-9a
60 R7-9a
60 R7-9a
60 R7-9a
60 R7-9a
W=12'
39 L=92' (TOTAL)
39 L=73' (TOTAL)
39 L=127' (TOTAL)
39 L=90' (TOTAL)

CITY OF VISTA PROTECTED BIKE LANES

BOBIER DR
2/6/2024
Sheet 3 of 3
P:
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6 2
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C
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B
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0 6
6 2
.
0 1
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B
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:

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:

2 /
6 /
2 0
2 4

4 :
3 1
:
4 4

P
M
N
0'40'80'
SCALE 1" = 40'
N
MA
T
C
H
L
I
N
E
SE
E

B
E
L
O
W
L
E
F
T
MA
T
C
H
L
I
N
E
SE
E

A
B
O
V
E

R
I
G
H
T
SEE

S
H
E
E
T

2 MAT
C
H
L
I
N
E

STRIPING DETAILS
INSTALL WHITE LANE LINE (DETAIL 9) PER CALTRANS STD. PLAN A20A INSTALL WHITE LANE LINE (DETAIL 12) PER CALTRANS STD. PLAN A20A INSTALL YELLOW NO PASSING ZONE (DETAIL 22) PER CALTRANS STD. PLAN A20A INSTALL WHITE CHANNELIZING LINE (DETAIL 38) PER CALTRANS STD. PLAN A20D INSTALL WHITE BIKE LANE LINE (DETAIL 39) PER CALTRANS STD. PLAN A20D INSTALL LANE LINE EXTENSION THROUGH INTERSECTIONS (DETAIL 40) PER CALTRANS STD. PLAN A20D
12 9
22 38
39 40

CONSTRUCTION NOTES

APPLY DETAIL XX PER LATEST CALTRANS STANDARD PLANS

INSTALL SIGN ON EXISTING OR NEW SIGN POST
INSTALL GREEN CONFLICT PAINT PER DETAIL ON SHEET 1

INSTALL BIKE LANE WITH ARROW PAVEMENT MARKING PER DETAIL ON SHEET 1
INSTALL TYPE VI ARROW PER CALTRANS STANDARD PLANS A24A

INSTALL GREEN BIKE BOX

REMOVE EXISTING SIGN
65 XX
66 69
70 60
72 R32 (CA)

NEW ROUNDABOUT PER

SEPARATE PLANS

CONSTRUCTION BY

OTHERS - CONSTRUCTION

TIMELINE TO BE

COORDINATED WITH
ROUNDABOUT.

SE
E

R
O
U
N
D
A
B
O
U
T

P
L
A
N
S
72 R32 (CA)
60 R32 (CA)72
R7-9a
R32 (CA)72
REMOVE

CONFLICTING

PAINT (TYP)
20 ft
DRIV
E
W
A
Y
202

GRIND AND REMOVE

CONFLICTING PAINT AS

NEEDED (TYP)

INSTALL SOLID GREEN PAINT
R7-9A

NOT TO SCALE
W4-2

NOT TO SCALE
W9-1

NOT TO SCALE
60 R7-9a
5/31/2024
10/22/2024 D3 222 of 342

E VISTA

W
A
Y
T
O
W
N
S
I
T
E

D
R
FR
A
N
C
E
S

D
R

EXISTING INTERSECTION GREEN

CONFLICT STRIPING NOT SHOWN

ON PLANS TO REMAIN IN PLACE

BUS STOP
11 '
1 1
'

BUS STOP

AC BERM (TYP)
SEE SHEET 5 FOR TYPICAL

BUFFER HATCHING DETAIL

POST DELINEATOR (TYP)
SEE SHEET 5 FOR TYPICAL

BUFFER HATCHING DETAIL
35 MPH
P
O
S
T
E
D

S
P
E
E
D

L
I
M
I
T
138'
1 1
'
1 1
'
1 1
'
1 1
'
10 '
10 '
10 '
1 0
'
1 0
'
5 '
2 '
10 '
2'
5'
5'
1 0
'
1 0
'
5 '
1 0
'
1 0
'
1 0
'
2 '
5 '
2 '
1'
39'
131'
25'
32'
25'
39'
120'
25'
32'
25'
25'
39 L=752'
39 L=103'
39 L=146'
39 L=402'
39 L=51'
39 L=69'
39 L=174'
39 L=125'
39 L=125'
39 L=149'
39L=65'
39 L=
3 2
7 '
65(TYP)

EXISTING INTERSECTION GREEN

CONFLICT STRIPING NOT SHOWN

ON PLANS TO REMAIN IN PLACE
9L=998'
66 66
66 1
0 '

EXISTING INTERSECTION GREEN

CONFLICT STRIPING NOT SHOWN

ON PLANS TO REMAIN IN PLACE
7 '
W=5'
W=7'
W=5'
W=5'
W=5'
W=5'
W=6'
W=5'
W=5'
W=7'
W
=
7 '
W=7'
W=7'
CIV
I
C

C
E
N
T
E
R

D
R

E VISTA WAY
F
R
A
N
K
L
I
N

L
N

EXISTING INTERSECTION GREEN CONFLICT

STRIPING NOT SHOWN ON PLANS TO

REMAIN IN PLACE

EXISTING INTERSECTION GREEN

CONFLICT STRIPING NOT SHOWN

ON PLANS TO REMAIN IN PLACE

BUS STOP
10 '

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 5 FOR TYPICAL

BUFFER HATCHING DETAIL
5'
2'

BUS STOP

AC BERM (TYP)
SEE SHEET 4 FOR TYPICAL

BUFFER HATCHING DETAIL

POST DELINEATOR (TYP)
SEE SHEET 4 FOR TYPICAL

BUFFER HATCHING DETAIL
35 MPH POSTED SPEED LIMIT
2'
5'
10 '
10 '
39'
25'
81'
53'46'312'
124'32'18'25'
39 L=585'
39 L=344'
39 L=105'
39 L=118'
39 L=175'
65 (TYP)
65 (TYP)
103'BUFFER WIDTH
T
R
A
N
S
I
T
I
O
N
66 66
W=5'
W=5'
W=5'
W=5'W=5'
W=5'W=5'W=5'
W=15'
W=7'

CITY OF VISTA PROTECTED BIKE LANES

E VISTA WAY
02/02/2024
Sheet 1 of 5
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2 0
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8 :
0 7
:
5 4

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E

S
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2 N
0'40'80'
SCALE 1" = 40'
N
M
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L
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CONSTRUCTION NOTES

APPLY DETAIL XX PER LATEST CALTRANS STANDARD
PLANS

INSTALL GREEN CONFLICT PAINT PER DETAIL ON
SHEET 5

INSTALL BIKE LANE WITH ARROW PAVEMENT
MARKING PER DETAIL ON SHEET 5

INSTALL GREEN BIKE BOX
65 XX
66 70

STRIPING DETAILS
INSTALL WHITE LANE LINE (DETAIL 9) PER CALTRANS STD. PLAN A20A INSTALL WHITE LANE LINE (DETAIL 12) PER CALTRANS STD. PLAN A20A
INSTALL YELLOW NO PASSING ZONE (DETAIL 22) PER CALTRANS STD.

PLAN A20A
INSTALL WHITE CHANNELIZING LINE (DETAIL 38) PER CALTRANS STD.

PLAN A20D
INSTALL WHITE BIKE LANE LINE (DETAIL 39) PER CALTRANS STD. PLAN A20D

INSTALL LANE LINE EXTENSION THROUGH INTERSECTIONS (DETAIL 40) PER CALTRANS STD. PLAN A20D
12 9
22 38
39 40

DO NOT PUT BERM ON
EXISTING UTILITY BOX;
MAINTAIN ACCESS. (TYP)
20 ft
L=30'
L=87'

PROTECT IN

PLACE EXISTING

PAINT IF NO

CONFLICT (TYP)
25 ft
2 '
5 '
25 ft
30 ft
16 ft
28 ft
L=107'
L=63'
L=62'
L=35'
L=205'

PROTECT IN
PLACE EXIST.

PAINT IF NO

CONFLICT(TYP)
L=297'
L=110'
DRIVE
W
A
Y
DWY
DWY
DRIVE
W
A
Y
DWY
DWY
L=292'

PROTECT IN
PLACE EXIST.

PAINT IF NO

CONFLICT(TYP)

PROTECT IN
PLACE EXIST.

PAINT IF NO

CONFLICT(TYP)
L=171'
L=53'
L=59'
L=88'

PROTECT IN
PLACE EXIST.

PAINT IF NO

CONFLICT(TYP)

PROTECT IN
PLACE EXIST.

PAINT (TYP)
5/31/2024
25 ft

DRIVEWAY
W=5'

PROTECT IN PLACE EXISTING

BIKE PAINT IF NO CONFLICT
(TYP)
W=5'
W=5'

INSTALL SOLID GREEN PAINT
L=292'

STREET ASPHALT OVERLAY (FROM CIVIC CENTER DRIVE TO

WILLIAMSTON STREET) PER SEPARATE PLANS CONSTRUCTION

BY OTHERS - CONSTRUCTION TIMELINE TO BE COORDINATED
WITH OVERLAY AND OTHER CONTRACTOR.
10/22/2024 D3 223 of 342

AN
Z
A

A
V
E

BUS STOP

E VISTA
W
A
Y
10 '
10 '

EXISTING INTERSECTION GREEN

CONFLICT STRIPING NOT SHOWN

ON PLANS TO REMAIN IN PLACE

EXISTING INTERSECTION GREEN

CONFLICT STRIPING NOT SHOWN

ON PLANS TO REMAIN IN PLACE

AC BERM (TYP)
SEE SHEET 5 FOR TYPICAL

BUFFER HATCHING DETAIL

POST DELINEATOR (TYP)
SEE SHEET 5 FOR TYPICAL

BUFFER HATCHING DETAIL
10 '
35 MPH P
O
S
T
E
D

S
P
E
E
D

L
I
M
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138'
119'
131'
138'
5 '
11 '
10 '
2'
5'
2'5'
1'
10 '
10 '
11 '
11 '
10 '
2'
5'
32'
18'
32'
32'
32'
102'
32'
25'
18'
95'
25'
39 39L=327'
39L=90'
39L=137'
39L=137'
39L=224'
39 L=255'
39 L=255'
39L=86'
39 L=190'
39 L=78'
39 L=14'
65 (TYP)
65(TYP)
9L=554'
9L=998'
66 66
66 66
66 66
70 284 SF
70224 SF
70247 SF
70225 SF
W=7'
W=5'
W=5'
W=7'
W=6'
W=5'
W=7'
W=7'
W=5'
W=5'
W=5'W=5'
W=7'
9L=559'
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0'40'80'
SCALE 1" = 40'
N
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3 M
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CITY OF VISTA PROTECTED BIKE LANES

E VISTA WAY
02/02/2024
Sheet 2 of 5
S
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1 M
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D
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S
O
N
ST

BUS STOP

CONSTRUCTION NOTES

APPLY DETAIL XX PER LATEST CALTRANS STANDARD
PLANS

INSTALL GREEN CONFLICT PAINT PER DETAIL ON
SHEET 5

INSTALL BIKE LANE WITH ARROW PAVEMENT
MARKING PER DETAIL ON SHEET 5

INSTALL GREEN BIKE BOX
65 XX
66 70

STRIPING DETAILS
INSTALL YELLOW CENTERLINE (DETAIL 1) PER CALTRANS STD. PLAN A201
INSTALL WHITE LANE LINE (DETAIL 9) PER CALTRANS STD. PLAN A20A INSTALL WHITE LANE LINE (DETAIL 12) PER CALTRANS STD. PLAN A20A
INSTALL YELLOW NO PASSING ZONE (DETAIL 22) PER CALTRANS STD.

PLAN A20A
INSTALL WHITE CHANNELIZING LINE (DETAIL 38) PER CALTRANS STD.

PLAN A20D
INSTALL WHITE BIKE LANE LINE (DETAIL 39) PER CALTRANS STD. PLAN A20D

INSTALL LANE LINE EXTENSION THROUGH INTERSECTIONS (DETAIL 40) PER CALTRANS STD. PLAN A20D
12 9
22 38
39 40
1 112'
L=92'

DO NOT PUT BERM ON
EXISTING UTILITY BOX;
MAINTAIN ACCESS. (TYP)

KEEP CLEAR FROM EXISTING
UTILITY BOX/ MANHOLE. (TYP)

PROTECT IN PLACE
EXIST. 5' GREEN PAINT

AND ADD ADDITIONAL
2' OF GREEN WITH
WHITE EDGE.

EXISTING

PROTECT

IN PLACE
L=151'
L=45'
L=163'

EXISTING

PROTECT

IN PLACE

PROTECT IN PLACE EXISTING
BIKE PAINT WHEN POSSIBLE.

GRIND AND REMOVE
CONFLICTING PAINT AS NEEDED.
30 ft
NEW
TACO
BELL
NO

DRIVEWAY
HERE
DWY

PROTECT IN PLACE

EXISTING BIKE PAINT WHEN
POSSIBLE. GRIND AND

REMOVE CONFLICTING
PAINT AS NEEDED.

PROTECT IN PLACE
EXIST. 5' GREEN PAINT

PROTECT IN PLACE

EXISTING BIKE PAINT
WHEN POSSIBLE.

GRIND AND REMOVE

CONFLICTING PAINT AS
NEEDED.

L=240'
L=112'
L=128'
5/31/2024

INSTALL SOLID GREEN PAINT

PROTECT IN PLACE EXISTING
BIKE PAINT WHEN POSSIBLE.

GRIND AND REMOVE

CONFLICTING PAINT AS
NEEDED.
30 ft
DWY
PROTECT IN PLACE EXIST.
5' GREEN PAINT WHEN
POSSIBLE; ADD ADDITIONAL
2' OF GREEN WITH WHITE
EDGE; GRIND AND REMOVE

CONFLICTING PAINT AS

NEEDED (TYP)
110 ft
PROTECT IN PLACE EXIST.
5' GREEN PAINT WHEN
POSSIBLE; ADD ADDITIONAL
2' OF GREEN WITH WHITE
EDGE; GRIND AND REMOVE

CONFLICTING PAINT AS

NEEDED (TYP)

STREET ASPHALT OVERLAY (FROM CIVIC CENTER DRIVE TO

WILLIAMSTON STREET) PER SEPARATE PLANS CONSTRUCTION

BY OTHERS - CONSTRUCTION TIMELINE TO BE COORDINATED
WITH OVERLAY AND OTHER CONTRACTOR.
10/22/2024 D3 224 of 342

E VISTA WAY
ME
A
D
O
W

L
A
K
E

D
R
OA
K

D
R

BUS STOP

EXISTING INTERSECTION GREEN

CONFLICT STRIPING NOT SHOWN

ON PLANS TO REMAIN IN PLACE
4'
12 '
11 '
13 '
12 '
11 '

3.5 '
7'
7'

AC BERM (TYP)
SEE SHEET 4 FOR TYPICAL

BUFFER HATCHING DETAIL
10 '
10 '
35 MPH POSTED SPEED LIMIT

BUS STOP

SEE SEPARATE PRIVATE DEVELOPMENT PLANS FOR
IMPROVEMENTS @ 1100 E VISTA WAY
A
A

PED RAMP - REMOVE

LANDSCAPE AND INSTALL AC
10 '
10 '
10 '
2'
5'
INSTALL 410' OF 6" AC BERM OVER

EXISTING AC PAVEMENT, PAINTED
WITH A 5' ZEBRA PATTERN AS

SHOWN IN BELOW DETAIL
39'
32'
95'18'
32'
25'
32'
39L=920'
39L=260'
65(TYP)
65 (TYP)
9 L=738'
9L=459'
66 REMOVE C&G

PED RAMP - REMOVE

LANDSCAPE AND INSTALL AC

REMOVE C&G

REMOVE ALL CONFLICTING

STRIPING, PROTECT IN PLACE

EXISTING AC PAVEMENT

8. 5
'

7. 5
'
9'
6" AC BERM, PAINTED WITH
A 5' ZEBRA PATTERN AS
SHOWN IN BELOW DETAIL 6" AC BERM, PAINTED WITH
A 5' ZEBRA PATTERN AS

SHOWN IN BELOW DETAIL
60 R9-6
60CUSTOM-1 60R9-3A MOD
60 R9-3A MOD 66
66 73
73 73
W=7'
W=7'
W=7'
W=7'
W=7'
W=7'W=10'W=14'

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 5 FOR TYPICAL

BUFFER HATCHING DETAIL

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 5 FOR TYPICAL

BUFFER HATCHING DETAIL
66 123'
SB

EXIST R/W EXIST R/W

TYPICAL SECTION A-A

NB BIKE

LANESBNB
100'
5'
2'
10'10'10'10'10'
VAR

7.5' TO 9'
6'
4'

8.8 '

8.2 '

3.5 '
(9
.
8 3
'
)

POST DELINEATOR (TYP)
SEE SHEET 4 FOR TYPICAL

BUFFER HATCHING DETAIL
5' ZEBRA PATTERN PAINTED AC
BERM
P:
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0'40'80'
SCALE 1" = 40'
MA
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2 CITY OF VISTA PROTECTED BIKE LANES

E VISTA WAY
1/31/2024
Sheet 3 of 5

CONSTRUCTION NOTES

APPLY DETAIL XX PER LATEST CALTRANS STANDARD
PLANS

INSTALL SIGN ON EXISTING OR NEW SIGN POST

INSTALL GREEN CONFLICT PAINT PER DETAIL ON
SHEET 5

INSTALL BIKE LANE WITH ARROW PAVEMENT
MARKING PER DETAIL ON SHEET 5

INSTALL GREEN BIKE BOX

INSTALL PERSON SYMBOL AND TWO-WAY ARROW

PAVEMENT MARKING PER DETAIL ON THIS SHEET
65 XX
66 70

STRIPING DETAILS
INSTALL WHITE LANE LINE (DETAIL 9) PER CALTRANS STD. PLAN A20A INSTALL YELLOW NO PASSING ZONE (DETAIL 22) PER CALTRANS STD.

PLAN A20A
INSTALL WHITE CHANNELIZING LINE (DETAIL 38) PER CALTRANS STD.

PLAN A20D
INSTALL WHITE BIKE LANE LINE (DETAIL 39) PER CALTRANS STD.

PLAN A20D
9 22
38 39

PED RAMP

PEDESTRIAN

TRAFFIC

TWO WAY WATCH
FOR
BIKES
60 PERSON SYMBOL PAVEMENT MARKING DETAIL TWO-WAY ARROW PAVEMENT MARKING DETAIL 73 R9-3A MOD
12" X 18"
CUSTOM-1
18"X18"

BLACK ON YELLOW
FONT 2.5D, RADIUS=1",
BORDER=0.5", INDENT=0.25"
YIELD
TO
PEDS
R9-6
12" X 18"

MAINTAIN ACCESS

TO EXISTING

UTILITY (TYP)DO NOT PUT BERM ON
EXISTING MANHOLE;
MAINTAIN ACCESS. (TYP)

KEEP CLEAR FROM EXISTING
UTILITY BOX/ MANHOLE. (TYP)

KEEP CLEAR FROM EXISTING
UTILITY BOX/ MANHOLE. (TYP)

KEEP CLEAR FROM EXISTING
UTILITY BOX/ MANHOLE. (TYP)

PROTECT IN
PLACE EXISTINGL=380'

PROTECT IN

PLACE EXISTING

PROTECT IN PLACE
EXIST. 5' GREEN PAINT

AND ADD ADDITIONAL
9' OF GREEN WITH
WHITE EDGE. GRIND &

REMOVE CONFLICTING
PAINT AS NEEDED.

MAINTAIN ACCESS

TO EXISTING

UTILITY (TYP)
5/31/2024

INSTALL SOLID GREEN PAINT
6" TYPE A ASPH DIKE
PER SDRSD G-05.
11"
10/22/2024 D3 225 of 342

E VISTA WAY
M
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M
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D
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EXISTING INTERSECTION GREEN

CONFLICT STRIPING NOT SHOWN

ON PLANS TO REMAIN IN PLACEBUS STOP

BUS STOP
7'
3'
12 '
12 '
10 '
12 '
12 '
40 MPH POSTED SPEED LIMIT

EXISTING INTERSECTION GREEN

CONFLICT STRIPING NOT SHOWN

ON PLANS TO REMAIN IN PLACE
3'
8'
95'32'32'25'25'32'
25'25'25'25'
95'39'
39L=209'
65 (TYP)
65(TYP)
W=5'
W=5'
W=9.5'
W=9.5'
W=7'W=7'
W=7'
W=7'
W=7'
W=7'W=7'
W=7'

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 5 FOR TYPICAL

BUFFER HATCHING DETAIL

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 5 FOR TYPICAL

BUFFER HATCHING DETAIL
W=6'

E VISTA WAY
B
O
B
I
E
R

D
R

EXISTING INTERSECTION GREEN

CONFLICT STRIPING NOT SHOWN

ON PLANS TO REMAIN IN PLACE

BUS STOP
1 0
'
1 0
'
5 '
7 '

AC BERM (TYP)
SEE SHEET 4 FOR TYPICAL

BUFFER HATCHING DETAIL

POST DELINEATOR (TYP)
SEE SHEET 4 FOR TYPICAL

BUFFER HATCHING DETAIL
11 '
1 0
'
35 MPH POSTED

S
P
E
E
D

L
I
M
I
T
72'

SEE SEPARATE PLANS FOR
IMPROVEMENTS @ 1100 E VISTA WAY
12 '
1 0
'
5 '
1 0
'
39'
32'
46'
95'
32'
39L=608'
39 L=175'
39L=238'
39L=134'
39L=67'
39 L=20
9 '
1 '
65(TYP)
65(TYP)
22L=1680'
9L=738'
66 66
27BL=99'
70247 SF
70 447 SF
W=5'
W=5'
W=5'
W=9.5'
W=5'
W=9.
5 '

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 5 FOR TYPICAL

BUFFER HATCHING DETAIL

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 5 FOR TYPICAL

BUFFER HATCHING DETAIL
N
0'40'80'
SCALE 1" = 40'
N
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CITY OF VISTA PROTECTED BIKE LANES

E VISTA WAY
1/31/2024
Sheet 4 of 5
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3 MA
T
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L
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CONSTRUCTION NOTES

APPLY DETAIL XX PER LATEST CALTRANS

STANDARD PLANS

INSTALL GREEN CONFLICT PAINT PER DETAIL
ON SHEET 5

INSTALL BIKE LANE WITH ARROW PAVEMENT
MARKING PER DETAIL ON SHEET 5

INSTALL GREEN BIKE BOX
65 XX
66 70

STRIPING DETAILS
INSTALL WHITE LANE LINE (DETAIL 9) PER CALTRANS STD. PLAN A20A INSTALL WHITE LANE LINE (DETAIL 12) PER CALTRANS STD. PLAN A20A INSTALL YELLOW NO PASSING ZONE (DETAIL 22) PER CALTRANS STD. PLAN A20A INSTALL WHITE EDGE LINE (DETAIL 27B) PER CALTRANS STD. PLAN A20B INSTALL WHITE CHANNELIZING LINE (DETAIL 38) PER CALTRANS STD. PLAN A20D INSTALL WHITE BIKE LANE LINE (DETAIL 39) PER CALTRANS STD. PLAN A20D INSTALL LANE LINE EXTENSION THROUGH INTERSECTIONS (DETAIL 40) PER CALTRANS STD. PLAN A20D
12 9
22 38
39 40
27B

KEEP CLEAR FROM EXISTING
UTILITY BOX/ MANHOLE. (TYP)
L=198'
5 '
3 '

PROTECT IN PLACE EXISTING
22L=1680'
10 '
10 '

PROTECT IN

PLACE EXISTING
L=66'
L=67'
L=121'
5/31/2024

PROTECT IN PLACE

EXISTING BIKE PAINT WHEN
POSSIBLE. GRIND AND

REMOVE CONFLICTING

PAINT AS NEEDED (TYP)

PROTECT IN PLACE

EXISTING BIKE PAINT WHEN
POSSIBLE. GRIND AND

REMOVE CONFLICTING

PAINT AS NEEDED (TYP)

PROTECT IN PLACE

EXISTING BIKE PAINT
WHEN POSSIBLE. GRIND

AND REMOVE CONFLICT

PAINT AS NEEDED (TYP)

INSTALL SOLID GREEN PAINT
35 MPH POSTED
S
P
E
E
D

L
I
M
I
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E VISTA WAY
W=8'
W=8'W=8'W=8'
1 0
'
W=6'
W=6'
F
O
O
T
H
I
L
L

D
R

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 5 FOR TYPICAL

BUFFER HATCHING DETAIL ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 5 FOR TYPICAL

BUFFER HATCHING DETAIL
100 ft
W=12'
1 0
'
7 '
5 '
1 1
'
10/22/2024 D3 226 of 342

E VISTA WAY
TA
Y
L
O
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S
T

BUS STOP

EXISTING INTERSECTION GREEN

CONFLICT STRIPING NOT SHOWN

ON PLANS TO REMAIN IN PLACE
12 '
12 '
10 '
12 '
12 '
3'
7'
40 MPH POSTED SPEED LIMIT
3'
8'
32'
25'74'32'95'
65 (TYP)
65 (TYP)
W=9.5'
W=7'W=7'
W=7'
W=7'

E VISTA WAY
PA
L
O
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A
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P
L
AR
C
A
D
I
A

A
V
E
CA
S
C
A
D
E

D
R

BUS STOP

EXISTING INTERSECTION GREEN

CONFLICT STRIPING NOT SHOWN

ON PLANS TO REMAIN IN PLACE

BUS STOP

BUS STOP

SEE SEPARATE PLANS

FOR INTERSECTION STRIPING
40 MPH POSTED SPEED LIMIT
205'
213'
12 '
12 '
12 '
12 '
7'
10 '
3'
3'
7'
95'95'
25'95'
25'
65(TYP)
65 (TYP)
66 66
70 341 SF
70 326 SF
W=9.5'
W=9.5'W=9.5'
W=9.5'
W=9.5'W=7'
W=9.5'W=7'

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 5 FOR TYPICAL

BUFFER HATCHING DETAIL

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 5 FOR TYPICAL

BUFFER HATCHING DETAIL
P:
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0'40'80'
SCALE 1" = 40'
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CITY OF VISTA PROTECTED BIKE LANES

E VISTA WAY
1/31/2024
Sheet 5 of 5
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TYPICAL DIAGONAL BUFFER HATCHING
NOTE: IF EXISTING BUFFER SPACING DIFFERS FROM 20', POST DELINEATORS AND AC BERMS SHALL BE CENTERED BETWEEN DIAGONAL STRIPES TO ACCOMMODATE.

PAINTED AC BERM BIKE LANE WITH ARROW PAVEMENT MARKING
DETAIL (FIGURE 9C-38 OF THE CA MUTCD)

DRIVEWAY/BUS STOP GREEN BIKE

LANE CONFLICT MARKING DETAIL

CONSTRUCTION NOTES

APPLY DETAIL XX PER LATEST CALTRANS STANDARD
PLANS

INSTALL GREEN CONFLICT PAINT PER DETAIL ON
SHEET 5

INSTALL BIKE LANE WITH ARROW PAVEMENT
MARKING PER DETAIL ON SHEET 5

INSTALL GREEN BIKE BOX
65 XX
66 70

STRIPING DETAILS
INSTALL WHITE LANE LINE (DETAIL 9) PER CALTRANS STD.

PLAN A20A
INSTALL WHITE LANE LINE (DETAIL 12) PER CALTRANS STD.

PLAN A20A
INSTALL YELLOW NO PASSING ZONE (DETAIL 22) PER
CALTRANS STD. PLAN A20A
INSTALL WHITE CHANNELIZING LINE (DETAIL 38) PER
CALTRANS STD. PLAN A20D
INSTALL WHITE BIKE LANE LINE (DETAIL 39) PER CALTRANS
STD. PLAN A20D

INSTALL LANE LINE EXTENSION THROUGH INTERSECTIONS
(DETAIL 40) PER CALTRANS STD. PLAN A20D
12 9
22 38
39 40
3'
8'
5/31/2024

BIKE LANE WITH ARROW PAVEMENT MARKING DETAIL
(FIGURE 9C-3B OF THE CA MUTCD)

NOT TO SCALE
NOTE: PROTECT IN PLACE EXISTING BIKE PAINT WHEN POSSIBLE. NEW SYMBOLS NOT NEEDED IF FIGURE 9C-3 TYPE A, B OR C MARKING IS EXISTING. 5' MINIMUM
(INCLUDES

GUTTER)
18" MIN. GUTTER; WHITE PAINT NOT

NEEDED IF MARKING IS PLACED ADJACENT

TO CONCRETE PAVEMENT OR GUTTER

NO SOLID GREEN OR WHITE

BUFFER ZONE IN DRIVEWAY OR
BUS CONFLICT MARKING AREAS;

GRIND AND REMOVE CONFLICTING

PAINT AS NEEDED (TYP)WHITE
PAINT

INSTALL SOLID GREEN PAINT

TYPICAL DIAGONAL BUFFER HATCHING

NOT TO SCALE
25'
12 '
3'
7'

PROTECT IN PLACE EXISTING BIKE
PAINT WHEN POSSIBLE. GRIND

AND REMOVE CONFLICTING PAINT
AS NEEDED. (TYP)

PROTECT IN PLACE EXISTING BIKE
PAINT WHEN POSSIBLE. GRIND

AND REMOVE CONFLICTING PAINT
AS NEEDED. (TYP)

PROTECT IN PLACE EXISTING BIKE
PAINT WHEN POSSIBLE. GRIND

AND REMOVE CONFLICTING PAINT
AS NEEDED. (TYP)
NOTE: IF EXISTING BUFFER SPACING DIFFERS FROM 20', POST DELINEATORS AND AC BERMS SHALL BE CENTERED BETWEEN DIAGONAL STRIPES TO ACCOMMODATE. KEEP POST DELINEATORS AND AC BERM CLEAR OF ALL EXISTING UTILITY BOX/ MANHOLES. NO BUFFER, BERM OR POST TO BE INSTALLED AT DRIVEWAY OR BUS STOP LOCATIONS; REFER TO CONFLICT MARKING DETAIL. (TYP) 66 6" TYPE A ASPH DIKE
PER SDRSD G-05.
11"
10/22/2024 D3 227 of 342

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EXISTING INTERSECTION

GREEN CONFLICT STRIPING

TO REMAIN IN PLACE

EXISTING INTERSECTION GREEN

CONFLICT STRIPING TO REMAIN

IN PLACE

BUS STOP
69 9 L=206'
27B L=64'
103'
W=5'
66 25'
39L=217'
TOTAL
W=5'
39 L=62
'
65 60W9-1
60W4-2
69 69
27B L=32'
370'
39 27B L=146'

CITY OF VISTA PROTECTED BIKE LANES

N MELROSE DR
6/3/2024
Sheet 1 of 3
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SCALE 1" = 40'
S
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S
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T

2 M
A
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C
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L
I
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E

CONSTRUCTION NOTES

APPLY DETAIL XX PER LATEST CALTRANS STANDARD PLANS

INSTALL SIGN ON NEW SIGN POST
INSTALL GREEN CONFLICT PAINT PER DETAIL ON SHEET 3
INSTALL BIKE LANE WITH ARROW PAVEMENT MARKING PER DETAIL ON SHEET 3 INSTALL TYPE VI ARROW PER CALTRANS STANDARD PLANS A24A

INSTALL GREEN BIKE BOX
60 65
XX
66 69
70 STRIPING DETAILS
INSTALL WHITE LANE LINE (DETAIL 9) PER CALTRANS STD. PLAN A20A INSTALL WHITE LANE LINE (DETAIL 12) PER CALTRANS STD. PLAN A20A INSTALL YELLOW NO PASSING ZONE (DETAIL 22) PER CALTRANS STD. PLAN A20A INSTALL WHITE RIGHT EDGE LINE (DETAIL 27B) PER CALTRANS STD. PLAN A20B INSTALL WHITE CHANNELIZING LINE (DETAIL 38) PER CALTRANS STD. PLAN A20D INSTALL WHITE BIKE LANE LINE (DETAIL 39) PER CALTRANS STD. PLAN A20D INSTALL LANE LINE EXTENSION THROUGH INTERSECTIONS (DETAIL 40) PER CALTRANS STD. PLAN A20D
12 9
22 38
39 40
27B

SIGN LEGEND
RIGHT
LANE
ENDS
W9-1(R)
36" X 36"
W4-2(R)
36" X 36"

INSTALL SOLID GREEN PAINT

PROTECT IN PLACE

EXISTING BIKE PAINT WHEN
POSSIBLE. GRIND AND

REMOVE CONFLICTING

PAINT AS NEEDED (TYP)
10/22/2024 D3 228 of 342

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A
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W
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AN
G
E
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D
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N MELROSE DR
40 MPH POSTED SPEED LIMIT

BUS STOP

BUS STOP

AC BERM (TYP)
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL

POST DELINEATOR (TYP)
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL
5'
5'
95'
95'
95'
144'
8'
12 '
10 '
11 '
11 '
10 '
8'
13 '
10 '
10 '
10 '
13 '
9'
5'

8. 5
'

6. 4
'
66 W=10.5'
W=12'
39 L=191'
W=10.5'
66 39 L=847'W=12'
W=10.5'
102'
39 L=178'
W=12'
39L=1629'
TOTAL
39 L=70'
47'
W=5'
39 L=70'
39 L=578'
49'49'
W=5'
65 (TYP)
66100'70 296 SF
D
O
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E

C
I
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CO
C
A
P
A
H
ST
TA
T
U
M

S
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SP
I
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S

S
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ME
L
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E

P
L

N MELROSE DR
40 MPH POSTED SPEED LIMIT

BUS STOP AC BERM (TYP)
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL

POST DELINEATOR (TYP)
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL
5'
5'
95'
81'
95'
103'
95'
88'60'
8'
11 '
11 '
11 '
10 '
12 '
14 '
11 '
11 '
11 '
10 '
5'
22'
39 L=158'W=5'
18'
W=5'
W=11-13'39 L=91'
38'
W=5'
39 L=158'
57'
39 L=62'
W=5'
39 L=116'
26'
W=5'
39 L=88'
29'
W=5'
39 L=47'
21'
66 39 L=78'
137'
W=15'
66 W=12'
W=10.5'
39L=151'
W=10.5'
39 L=160'
66 39 L=218'
W=12'
39 L=174'
66 39 L=105'
W=10.5'
W=12'
39 L=164'66
65 (TYP)
66 66
W=5'
8'
70 269 SF
370'
39 L=217'
TOTAL
221'

CITY OF VISTA PROTECTED BIKE LANES

N MELROSE DR
6/3/2024
Sheet 2 of 3
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0'40'80'
SCALE 1" = 40'
N
SE
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B
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L
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F
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MA
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SE
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S
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T

1 MA
T
C
H
L
I
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E

CONSTRUCTION NOTES

APPLY DETAIL XX PER LATEST CALTRANS STANDARD PLANS

INSTALL SIGN ON NEW SIGN POST
INSTALL GREEN CONFLICT PAINT PER DETAIL ON SHEET 3
INSTALL BIKE LANE WITH ARROW PAVEMENT MARKING PER DETAIL ON SHEET 3

INSTALL GREEN BIKE BOX
60 65
XX
66 70

STRIPING DETAILS
INSTALL WHITE LANE LINE (DETAIL 9) PER CALTRANS STD. PLAN A20A INSTALL WHITE LANE LINE (DETAIL 12) PER CALTRANS STD. PLAN A20A INSTALL YELLOW NO PASSING ZONE (DETAIL 22) PER CALTRANS STD. PLAN A20A INSTALL WHITE RIGHT EDGE LINE (DETAIL 27B) PER CALTRANS STD. PLAN A20B INSTALL WHITE CHANNELIZING LINE (DETAIL 38) PER CALTRANS STD. PLAN A20D INSTALL WHITE BIKE LANE LINE (DETAIL 39) PER CALTRANS STD. PLAN A20D INSTALL LANE LINE EXTENSION THROUGH INTERSECTIONS (DETAIL 40) PER CALTRANS STD. PLAN A20D
12 9
22 38
39 40
27B

PROTECT IN PLACE

EXISTING BIKE PAINT WHEN
POSSIBLE. GRIND AND

REMOVE CONFLICTING

PAINT AS NEEDED (TYP)

PROTECT IN PLACE

EXISTING BIKE PAINT WHEN
POSSIBLE. GRIND AND

REMOVE CONFLICTING

PAINT AS NEEDED (TYP)

PROTECT IN PLACE

EXISTING BIKE PAINT WHEN
POSSIBLE. GRIND AND

REMOVE CONFLICTING

PAINT AS NEEDED (TYP)

INSTALL SOLID GREEN PAINT
50 ft
20 ft

DRIVEWAY

DRIVEWAY
28 ft25 ft

DRIVEWAY

DRIVEWAY
25 ft
W=5'
W=5'
W=5'
W=5'
10/22/2024 D3 229 of 342

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N MELROSE DR
45 MPH POSTED SPEED LIMIT

AC BERM (TYP)
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL

POST DELINEATOR (TYP)
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL
10 '
5'
10 '
10 .
5 '
160'
5'
10 '
12 '
10 '
10 .
5 '
12 '
10 '
10 '
10 '
5'
39L=1629'
TOTAL
39'
W=5'
31'
9 L=819'
W=5'W=5'W=5'
39'
W=5'
W=5'
66 66
9 L=557'
9L=194'
39L=207'39L=44'
39 L=210'27B L=189'
39 L=287'27B L=177'
38'
W=5'
27'35'
69 27B L=194'
49'
W=5'65 (TYP)
70 243 SF
60W9-1
60 W4-2
6969
150'
350'
27B L=113'

CITY OF VISTA PROTECTED BIKE LANES

N MELROSE DR
6/3/2024
Sheet 3 of 3
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SCALE 1" = 40'
N
SE
E

S
H
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T

2 MA
T
C
H
L
I
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E

TYPICAL DIAGONAL BUFFER HATCHINGPAINTED AC BERM
NOTE: IF EXISTING BUFFER SPACING DIFFERS FROM 20', POST DELINEATORS AND AC BERMS SHALL BE CENTERED BETWEEN DIAGONAL STRIPES TO ACCOMMODATE.

DRIVEWAY/BUS STOP GREEN BIKE

LANE CONFLICT MARKING DETAIL

BIKE LANE WITH ARROW PAVEMENT MARKING
DETAIL (FIGURE 9C-38 OF THE CA MUTCD)

CONSTRUCTION NOTES

APPLY DETAIL XX PER LATEST CALTRANS STANDARD PLANS

INSTALL SIGN ON NEW SIGN POST
INSTALL GREEN CONFLICT PAINT PER DETAIL ON SHEET 3
INSTALL BIKE LANE WITH ARROW PAVEMENT MARKING PER DETAIL ON SHEET 3 INSTALL TYPE VI ARROW PER CALTRANS STANDARD PLANS A24A

INSTALL GREEN BIKE BOX
60 65
XX
66 69
70 STRIPING DETAILS
INSTALL WHITE LANE LINE (DETAIL 9) PER CALTRANS STD. PLAN A20A INSTALL WHITE LANE LINE (DETAIL 12) PER CALTRANS STD. PLAN A20A INSTALL YELLOW NO PASSING ZONE (DETAIL 22) PER CALTRANS STD. PLAN A20A INSTALL WHITE RIGHT EDGE LINE (DETAIL 27B) PER CALTRANS STD. PLAN A20B INSTALL WHITE CHANNELIZING LINE (DETAIL 38) PER CALTRANS STD. PLAN A20D INSTALL WHITE BIKE LANE LINE (DETAIL 39) PER CALTRANS STD. PLAN A20D INSTALL LANE LINE EXTENSION THROUGH INTERSECTIONS (DETAIL 40) PER CALTRANS STD. PLAN A20D
12 9
22 38
39 40
27B

INSTALL SOLID GREEN PAINT

BIKE LANE WITH ARROW PAVEMENT MARKING DETAIL
(FIGURE 9C-3B OF THE CA MUTCD)

NOT TO SCALE
NOTE: PROTECT IN PLACE EXISTING BIKE PAINT WHEN POSSIBLE. NEW SYMBOLS NOT NEEDED IF FIGURE 9C-3 TYPE A, B OR C MARKING IS EXISTING.

NOTE: IF EXISTING BUFFER SPACING DIFFERS FROM 20', POST DELINEATORS AND AC BERMS SHALL BE CENTERED BETWEEN DIAGONAL STRIPES TO ACCOMMODATE. KEEP POST DELINEATORS AND AC BERM CLEAR OF ALL EXISTING UTILITY BOX/ MANHOLES. NO BUFFER, BERM OR POST TO BE INSTALLED AT DRIVEWAY OR BUS STOP LOCATIONS; REFER TO CONFLICT MARKING DETAIL. (TYP)

PROTECT IN PLACE

EXISTING BIKE PAINT WHEN
POSSIBLE. GRIND AND

REMOVE CONFLICTING

PAINT AS NEEDED (TYP)

PROTECT IN PLACE

EXISTING BIKE PAINT WHEN
POSSIBLE. GRIND AND

REMOVE CONFLICTING

PAINT AS NEEDED (TYP)
11"
6" TYPE A ASPH DIKE
PER SDRSD G-05.
10/22/2024 D3 230 of 342

W O
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A
N
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E

S
T
E O
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A
N
G
E

S
T

N SANTA
F
E

A
V
E
W
A
S
H
I
N
G
T
O
N

S
T
V
I
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V
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L
A
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E

D
R
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I
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A

V
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A
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E

D
R
35 MPH
P
O
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D

S
P
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E
D

L
I
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I
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1 0
'
1 0
'
1 0
'
1 0
'
1 0
'
11 '
11 '
4'
1 0
'
8 '
12 '
3'
5'
5 '

EXISTING INTERSECTION

GREEN CONFLICT STRIPING

NOT SHOWN ON PLANS

TO REMAIN IN PLACE

BUS STOP

BUS STOP

BUS STOP

BUS STOP

AC BERM (TYP)
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL
6'
144'
1 0
'
91'
10 '
2 .
5 '

POST DELINEATOR (TYP)
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL
W=8'
66 67
67 67
67 67
66 102'
W=8'
38 L=397' (TOTAL)66
W=5'
66 W=11'
104'
32'
25'
W=5'
38 L=48'
9 L=856'
100'
W=9.5'
39 L=808' (TOTAL)
39L=94' (TOTAL)
39 L=104' (TOTAL)
39 L=115' (TOTAL)
39 L=32' (TOTAL)
39 L=64' (TOTAL)
39 L=364'
38 L=364'
66 66
66 39 L=258' (TOTAL)
70 1865 SF
70250 SF
70291 SF
W=5'
66 70 252 SF

AC BERM (TYP)
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL

POST DELINEATOR (TYP)
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL
NE
V
A
D
A

A
V
E

N SANTA FE AVE
W
C
A
L
I
F
O
R
N
I
A

A
V
E
E
C
A
L
I
F
O
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N
I
A

A
V
E
W
C
O
N
N
E
C
T
I
C
U
T

A
V
E

N SANTA FE AVE

N SANTA FE AVE
35 MPH POSTED SPEED LIMIT
5'
11 '
11 '
11 '
5'
6'

BUS STOP

ADD POST DELINEATORS AND AC

BERMS OVER EXISTING BIKE
BUFFER
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL

ADD POST DELINEATORS AND AC

BERMS OVER EXISTING BIKE
BUFFER
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL

BUS STOP
6'
12 '
116'
W=9.5'
121'
25'W=5'25'W=9'39'
39'32'
100'
W=9.5'
W=5'
W=9.5'
W=9.5'
172'
W=9.5'
66 66
65(TYP)
65 (TYP)
400'
W=9.5'
66 39 L=121' (TOTAL)
70285 SF
W=9'

ADD POST DELINEATORS AND AC

BERMS OVER EXISTING BIKE
BUFFER
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL
2/2/2024
Sheet 1 of 3
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CITY OF VISTA PROTECTED BIKE LANES

N SANTA FE AVE
0'40'80'
SCALE 1" = 40'
N
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A
B
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R
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MA
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SE
E

S
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2 CONSTRUCTION NOTES

APPLY DETAIL XX PER LATEST CALTRANS STANDARD PLANS
INSTALL GREEN CONFLICT PAINT PER DETAIL ON SHEET 3
INSTALL BIKE LANE WITH ARROW PAVEMENT MARKING PER DETAIL ON SHEET 3 INSTALL TYPE VI ARROW PER CALTRANS STANDARD PLANS A24A

INSTALL GREEN BIKE BOX
65 XX
66 69

STRIPING DETAILS
INSTALL WHITE LANE LINE (DETAIL 9) PER CALTRANS STD. PLAN A20A INSTALL WHITE LANE LINE (DETAIL 12) PER CALTRANS STD. PLAN A20A INSTALL YELLOW NO PASSING ZONE (DETAIL 22) PER CALTRANS STD. PLAN A20A INSTALL WHITE CHANNELIZING LINE (DETAIL 38) PER CALTRANS STD. PLAN A20D INSTALL WHITE BIKE LANE LINE (DETAIL 39) PER CALTRANS STD. PLAN A20D INSTALL LANE LINE EXTENSION THROUGH INTERSECTIONS (DETAIL 40) PER CALTRANS STD. PLAN A20D
12 9
22 38
39 70
40 GRIND AND REMOVE

EXISTING CONFLICTING

PAINT (AS NEEDED)
PROTECT IN PLACE EXIST.
5' GREEN PAINT WHEN
POSSIBLE; ADD ADDITIONAL
3' OF GREEN WITH WHITE
EDGE; GRIND AND REMOVE

CONFLICT PAINT AS

NEEDED (TYP)

PROTECT IN PLACE

EXISTING BIKE PAINT
WHEN POSSIBLE. GRIND

AND REMOVE CONFLICT

PAINT AS NEEDED (TYP)

PROTECT IN PLACE
EXIST. GREEN PAINT
WHEN POSSIBLE.

GRIND AND REMOVE

CONFLICTING PAINT

AS NEEDED (TYP)

PROTECT IN PLACE

EXISTING BIKE PAINT
WHEN POSSIBLE. GRIND

AND REMOVE

CONFLICTING PAINT AS

NEEDED (TYP)
L=86'39
L=34'39

PROTECT IN
PLACE EXIST.

PAINT IF NO

CONFLICT(TYP)
L=134'
L=32'
PROTECT IN PLACE EXIST.

PAINT IF NO CONFLICT(TYP)
123
f
t
440sf65
264sf70

DRIVEWAY
150SF65
W=6'

PROTECT IN PLACE
EXIST. BIKE PAINT
WHEN POSSIBLE.

GRIND AND REMOVE

CONFLICTING PAINT

AS NEEDED (TYP)

PROTECT IN PLACE
EXIST. BIKE PAINT (TYP)

PROTECT IN PLACE
EXIST. BIKE PAINT
WHEN POSSIBLE.

GRIND AND REMOVE

CONFLICTING PAINT

AS NEEDED (TYP)

PROTECT IN PLACE
EXIST. BIKE PAINT
WHEN POSSIBLE.

GRIND AND REMOVE

CONFLICTING PAINT

AS NEEDED (TYP)
50 ft4 ft

PROTECT IN
PLACE EXIST.

BIKE PAINT (TYP)
31 ft
W=6'

SANTA FE SENIOR VILLAGE

IN CONSTRUCTION
(GP22-018; LD22-050)

BOTH DRIVEWAYS TO BE

REMOVED BY OTHERS

DRIVEWAY

INSTALL SOLID GREEN PAINT
W
A
S
H
I
N
G
T
O
N

S
T

AC BERM & POST DELINEATOR
(TYP) SEE SHEET 3 FOR

TYPICAL BUFFER HATCHING
DETAIL.

N SANTA
F
E

A
V
E
35 MPH P
O
S
T
E
D

S
P
E
E
D

L
I
M
I
T
W=9.5'

SANTA FE SENIOR

BOTH DRIVEWAYS

TO BE REMOVED

BY OTHERS
66 66

DRIVEWAY

DRIVEWAY
39 60'
5/31/2024
10/22/2024 D3 231 of 342

W L
O
S

A
N
G
E
L
E
S

D
R
TO
W
N
S
I
T
E

D
R

N SANTA FE AVE
EA
T
O
N

W
A
Y

N SANTA FE AVE
BU
N
A

P
L
35 MPH POSTED SPEED LIMIT
4'
11 '
11 '
11 '
11 '
4'
5'

BUS STOP

BUS STOP

ADD POST DELINEATORS AND AC

BERMS OVER EXISTING BIKE
BUFFER
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL

ADD POST DELINEATORS AND AC

BERMS OVER EXISTING BIKE
BUFFER
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL
11 '
6'
32'32'151'
25'25'32'25'52'
W=5'
W=5'
W=5'W=5'
W=5'
W=5'
W=9.5'
102'
32'25'
18'
W=9.5'
W=5'W=5'
W=5'
66 65 (TYP)
65 (TYP)
W=9.5'
EA
S
T

D
R

N SANTA FE AVE

N SANTA FE AVE
35 MPH POSTED SPEED LIMIT
4'
11 '
12 '
10 '
5'
5'
10 '
3'
5'
4'
11 '
12 '
11 '
5'
6'

BUS STOPADD POST DELINEATORS AND AC

BERMS OVER EXISTING BIKE
BUFFER
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL

ADD POST DELINEATORS AND AC

BERMS OVER EXISTING BIKE
BUFFER
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL

BUS STOP
6'
11 '
10 '
6'
11 '
32'18'25'39'
25'
102'
32'25'18'18'
11'25'46'
25'18'25'32'
W=5'W=5'W=5'W=5'
W=5'
W=9.5'
W=5'W=5'W=5'W=5'W=5'W=5'W=5'
W=5'W=5'W=5'W=5'
65 (TYP)
65 (TYP)9 L=371'
39 L=542' (TOTAL)
39 L=167' (TOTAL)39 L=139' (TOTAL)39 L=33' (TOTAL)
2/5/2024
Sheet 2 of 3
P:
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i
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:

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D
a
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:

2 /
5 /
2 0
2 4

5 :
4 5
:
2 5

P
M

CITY OF VISTA PROTECTED BIKE LANES

N SANTA FE AVE
0'40'80'
SCALE 1" = 40'
N
P:
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2 3
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6 2
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c
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d

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i
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a
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\
C
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\
S
h
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\
0 6
6 2
.
0 1
_
N

S
A
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T
A

F
E
.
d
w
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P
l
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:

A
l
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x

C
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a
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D
a
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:

2 /
5 /
2 0
2 4

5 :
4 5
:
2 5

P
M
N
MA
T
C
H
L
I
N
E
SE
E

S
H
E
E
T

1 MA
T
C
H
L
I
N
E
SE
E

B
E
L
O
W

L
E
F
T
SE
E

A
B
O
V
E

R
I
G
H
T
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
SE
E

S
H
E
E
T

3 CONSTRUCTION NOTES

APPLY DETAIL XX PER LATEST CALTRANS STANDARD PLANS
INSTALL GREEN CONFLICT PAINT PER DETAIL ON SHEET 3
INSTALL BIKE LANE WITH ARROW PAVEMENT MARKING PER DETAIL ON SHEET 3 65 XX
66 STRIPING DETAILS
INSTALL WHITE LANE LINE (DETAIL 9) PER CALTRANS STD. PLAN A20A INSTALL WHITE LANE LINE (DETAIL 12) PER CALTRANS STD. PLAN A20A INSTALL YELLOW NO PASSING ZONE (DETAIL 22) PER CALTRANS STD. PLAN A20A INSTALL WHITE CHANNELIZING LINE (DETAIL 38) PER CALTRANS STD. PLAN A20D INSTALL WHITE BIKE LANE LINE (DETAIL 39) PER CALTRANS STD. PLAN A20D INSTALL LANE LINE EXTENSION THROUGH INTERSECTIONS (DETAIL 40) PER CALTRANS STD. PLAN A20D
12 9
22 38
39 40
50 ft

DRIVEWAY
33 ft

DRIVEWAY
DWY
25 ft
63SF65
TYP
80SF65
TYP
W=5'
14 ft

DRIVEWAY

PROTECT IN PLACE
EXIST. BIKE PAINT
WHEN POSSIBLE.

GRIND AND REMOVE

CONFLICTING PAINT

AS NEEDED (TYP)

PROTECT IN PLACE
EXIST. BIKE PAINT
WHEN POSSIBLE.

GRIND AND REMOVE

CONFLICTING PAINT

AS NEEDED (TYP)
33 ft
20 ft
INSTALL SOLID GREEN PAINT70
70 50 ft
66 PROTECT IN PLACE
EXIST. BIKE PAINT
WHEN POSSIBLE.

GRIND AND REMOVE

CONFLICTING PAINT

AS NEEDED (TYP)

PROTECT IN PLACE
EXIST. BIKE PAINT
WHEN POSSIBLE.

GRIND AND REMOVE

CONFLICTING PAINT

AS NEEDED (TYP)

PROTECT IN PLACE
EXIST. BIKE PAINT
WHEN POSSIBLE.

GRIND AND REMOVE

CONFLICTING PAINT

AS NEEDED (TYP)
42 ft
5'
125SF65
TYP
W=5'
70 66
250SF
125SF
65 TYP
W=5'
70 66
250SF

PROTECT IN PLACE
EXIST. BIKE PAINT
WHEN POSSIBLE.

GRIND AND REMOVE

CONFLICTING PAINT

AS NEEDED (TYP)
DVWY
70 66
100SF
5/31/2024
10/22/2024 D3 232 of 342

W
I
N
D
I
A
N

R
O
C
K

R
D
CA
N
A
N
E
A

S
T

N SANTA FE AVE N SANTA FE AVE
35 MPH POSTED SPEED LIMIT
4'
11 '
11 '
11 '
6'
4'

BUS STOP

BUS STOP

BUS STOP

ADD POST DELINEATORS AND AC

BERMS OVER EXISTING BIKE
BUFFER
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL

ADD POST DELINEATORS AND AC

BERMS OVER EXISTING BIKE
BUFFER
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL
6'
11 '
6'
46'
100'32'18'
32'32'32'
102'
67'
25'
W=5'W=9.5'W=5'W=5'
W=5'
W=5'W=5'
W=5'
W=5'
65 (TYP)
65 (TYP)
E
B
O
B
I
E
R

D
R

N SANTA FE AVE
35 MPH POSTED SPEED LIMIT

BUS STOP

ADD POST DELINEATORS AND AC

BERMS OVER EXISTING BIKE
BUFFER
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL

ADD POST DELINEATORS AND AC

BERMS OVER EXISTING BIKE
BUFFER
SEE SHEET 3 FOR TYPICAL

BUFFER HATCHING DETAIL
39'
100'
W=5'
W=9.5'
65 (TYP)
65 (TYP)
W=9.5'
2/2/2024
Sheet 3 of 3
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\
C
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0 1
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S
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F
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P
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:

A
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C
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D
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:

2 /
5 /
2 0
2 4

5 :
2 2
:
4 6

P
M

CITY OF VISTA PROTECTED BIKE LANES

N SANTA FE AVE
0'40'80'
SCALE 1" = 40'
N
P:
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2 3
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6 2
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0 1
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P
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a
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s
\
C
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S
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\
0 6
6 2
.
0 1
_
N

S
A
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T
A

F
E
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d
w
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P
l
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:

A
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x

C
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D
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:

2 /
5 /
2 0
2 4

5 :
2 2
:
4 6

P
M
N
MA
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C
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L
I
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E
SE
E

S
H
E
E
T

2 MA
T
C
H
L
I
N
E
SE
E

B
E
L
O
W

L
E
F
T
SE
E

A
B
O
V
E

R
I
G
H
T
MA
T
C
H
L
I
N
E

TYPICAL DIAGONAL BUFFER HATCHINGPAINTED AC BERM
NOTE: IF EXISTING BUFFER SPACING DIFFERS FROM 20', POST DELINEATORS AND AC BERMS SHALL BE CENTERED BETWEEN DIAGONAL STRIPES TO ACCOMMODATE.

DRIVEWAY/BUS STOP GREEN BIKE

LANE CONFLICT MARKING DETAIL

BIKE LANE WITH ARROW PAVEMENT MARKING
DETAIL (FIGURE 9C-38 OF THE CA MUTCD)

CONSTRUCTION NOTES

APPLY DETAIL XX PER LATEST CALTRANS STANDARD PLANS
INSTALL GREEN CONFLICT PAINT PER DETAIL ON SHEET 3
INSTALL BIKE LANE WITH ARROW PAVEMENT MARKING PER DETAIL ON SHEET 3 65 XX
66 STRIPING DETAILS
INSTALL WHITE LANE LINE (DETAIL 9) PER CALTRANS STD. PLAN A20A INSTALL WHITE LANE LINE (DETAIL 12) PER CALTRANS STD. PLAN A20A INSTALL YELLOW NO PASSING ZONE (DETAIL 22) PER CALTRANS STD. PLAN A20A INSTALL WHITE CHANNELIZING LINE (DETAIL 38) PER CALTRANS STD. PLAN A20D INSTALL WHITE BIKE LANE LINE (DETAIL 39) PER CALTRANS STD. PLAN A20D INSTALL LANE LINE EXTENSION THROUGH INTERSECTIONS (DETAIL 40) PER CALTRANS STD. PLAN A20D
12 9
22 38
39 40
30 ft

DRIVEWAY
32 ft

DRIVEWAY
14 ft

DRIVEWAY

PROTECT IN PLACE EXISTING
BIKE PAINT WHEN POSSIBLE.

GRIND AND REMOVE

CONFLICTING PAINT AS
NEEDED. (TYP)

BIKE LANE WITH ARROW PAVEMENT MARKING DETAIL
(FIGURE 9C-3B OF THE CA MUTCD)

NOT TO SCALE
NOTE: PROTECT IN PLACE EXISTING BIKE PAINT WHEN POSSIBLE. NEW SYMBOLS NOT NEEDED IF FIGURE 9C-3 TYPE A, B OR C MARKING IS EXISTING.

NOTE: IF EXISTING BUFFER SPACING DIFFERS FROM 20', POST DELINEATORS AND AC BERMS SHALL BE CENTERED BETWEEN DIAGONAL STRIPES TO ACCOMMODATE. KEEP POST DELINEATORS AND AC BERM CLEAR OF ALL EXISTING UTILITY BOX/ MANHOLES. NO BUFFER, BERM OR POST TO BE INSTALLED AT DRIVEWAY OR BUS STOP LOCATIONS; REFER TO CONFLICT MARKING DETAIL. (TYP) 100 ft 25 ft42 ft DRIVEWAY

DRIVEWAY
W=8'

PROTECT IN PLACE EXISTING
BIKE PAINT WHEN POSSIBLE.

GRIND AND REMOVE

CONFLICTING PAINT AS
NEEDED. (TYP)
INSTALL SOLID GREEN PAINT70
210SF70
66 BUS STOP
5/31/2024
6" TYPE A ASPH DIKE
PER SDRSD G-05.
11"
10/22/2024 D3 233 of 342

5 '
3 '
1 1
.
5 '
1 1
.
5 '
1 3
'
1 1
.
5 '
5 '
3 '
1 2
'
1 2
'
1 1
.
5 '
5'
3'1
1 .
5 '
11 .
5 '
13 '
1 1
'
1 2
'
1 2
'
12 '
12 '
12 '
3'
5'
109'

AC BERM (TYP)
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

POST DELINEATOR (TYP)
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

S MELROSE DR
A
S
P
E
N
W
A
Y
LIO
N
S
H
E
A
D

A
V
E
CI
T
Y

O
F

V
I
S
T
A
CI
T
Y

O
F

C
A
R
L
S
B
A
D
50 MPH POSTED SPEED LIMIT
46'
32'
W=5'
65 (TYP)
W=5'
65 (TYP)
39 L=638' (TOTAL)
39 L=904' (TOTAL)
39 L=62' (TOTAL)
39 L=901' (TOTAL)
39 L=2108' (TOTAL)
66 66
66 W=8'
70 1865 SF
12 '
12 '
12 '
5'
12 '
12 '
1 1
.
5 '
1 2
'
1 3
'
1 1
'
3 '
5 '
10 '
10 '
10 '
10 '
5 '
3 '
1 2
'
1 2
'
1 2
'
12 '
7'
7'
10 '
14 '
5'

EXISTING INTERSECTION

GREEN CONFLICT STRIPING

SHOWN ON PLANS

TO REMAIN IN PLACE

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

INSTALL TRAFFIC LOOPS
B
U
S

S
T
O
P

AC BERM (TYP)
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

POST DELINEATOR (TYP)
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

S MELROSE DR
FA
R
A
D
A
Y

A
V
E
PA
R
K

C
E
N
T
E
R

D
R
50 MPH POSTED SPEED LIMIT
60'
53'
39 L=901' (TOTAL)
L=2108' (TOTAL)
39 L=2108' (TOTAL)
65 39 L=1095' (TOTAL)
39 L=669' (TOTAL)
66 66
66 66
67 67
67 12L=185'
12L=185'
38 L=174'
12 L=663' (TOTAL)
12 L=666' (TOTAL)38 L=280'
1 2
L
=
6 6
3 '

(
T
O
T
A
L
)
70 1955 SF (TOTAL)
W=5'
W=5'
65 6
7 39 L=280'

CITY OF VISTA PROTECTED BIKE LANES

S MELROSE DR
2/6/2024
Sheet 1 of 8
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6 2
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\
C
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6 2
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0 1
_
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M
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:

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:

2 /
6 /
2 0
2 4

1 2
:
5 1
:
5 0

P
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B
E
L
O
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L
E
F
T
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A
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C
H
L
I
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E
S
E
E

A
B
O
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R
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MA
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C
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L
I
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E
SE
E

S
H
E
E
T

2 N
0'40'80'
SCALE 1" = 40'
N

CONSTRUCTION NOTES

APPLY DETAIL XX PER LATEST CALTRANS STANDARD PLANS
INSTALL GREEN CONFLICT PAINT PER DETAIL ON SHEET 6

INSTALL BIKE LANE WITH ARROW PAVEMENT MARKING PER DETAIL ON SHEET 6
INSTALL TYPE IV ARROW PER CALTRANS STANDARD PLANS A24A

INSTALL GREEN BIKE BOX
65 XX
66 67
70 STRIPING DETAILS
INSTALL WHITE LANE LINE (DETAIL 9) PER CALTRANS STD. PLAN A20A INSTALL WHITE LANE LINE (DETAIL 12) PER CALTRANS STD. PLAN A20A INSTALL YELLOW NO PASSING ZONE (DETAIL 22) PER CALTRANS STD. PLAN A20A INSTALL WHITE CHANNELIZING LINE (DETAIL 38) PER CALTRANS STD. PLAN A20D INSTALL WHITE BIKE LANE LINE (DETAIL 39) PER CALTRANS STD. PLAN A20D INSTALL LANE LINE EXTENSION THROUGH INTERSECTIONS (DETAIL 40) PER CALTRANS STD. PLAN A20D
12 9
22 38
39 40
254 SF

PROPOSED DUTCH

BROS AND WENDY'S
(IN CONSTRUCTION)
20 ft20 ft
KEEP DRIVEWAYS ACCESSIBLE;

SHIFT GREEN CONFLICT PAINT

AS NEEDED (TYP)

DRIVEWAY

PROTECT IN PLACE

EXISTING BIKE PAINT WHEN
POSSIBLE. GRIND AND

REMOVE CONFLICTING

PAINT AS NEEDED (TYP)

INSTALL SOLID GREEN PAINT
5/31/2024

STREET SLURRY SEAL (FROM SUNSET DRIVE TO CARLSBAD

CITY LIMITS) PER SEPARATE PLANS CONSTRUCTION BY

OTHERS - CONSTRUCTION TIMELINE TO BE COORDINATED
WITH SLURRY SEAL AND OTHER CONTRACTOR.
10/22/2024 D3 234 of 342

1 0
'
1 0
'
5'
7'
10 '
10 '
10 '
5'
4'
11 '
11 '
11 '
137'

EXISTING INTERSECTION

GREEN CONFLICT STRIPING

SHOWN ON PLANS

TO REMAIN IN PLACE
EXIS
T
I
N
G

B
I
K
E

B
U
F
F
E
R

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

BUS STOP

AC BERM (TYP)
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL POST DELINEATOR (TYP)
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

S MELROSE DR
OA
K

R
I
D
G
E
WA
Y
50 MPH POSTED SPEED LIMIT
32'
102'
L=6
6 3
'

(
T
O
T
A
L
)
67 66
12 L=663' (TOTAL)
12 L=666' (TOTAL)
38 L=280'
70 1955 SF (TOTAL)70252 SF
W=5'
W=9'
67 65
65 65
W=5'
12 L=1006' (TOTAL)
66 66
66 12 L=1012' (TOTAL)
39 L=1032' (TOTAL)
39 L=505' (TOTAL)
39 L=280'
1 0
'
1 0
'
10 '
5'
3'10
'
10 '
10 '
10 '
10 '
11 '
10 '
2'
1 0
'
1 0
'
1 1
'
1 0
'
1 1
'
4 '
6 '
1 1
'
3 '
5 '
110'
81'
109'

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

BUS STOP

BUS STOP

S MELROSE DR
S
Y
C
A
M
O
R
E

A
V
E
CO
U
S
T
E
A
U

C
T
50 MPH POSTED

S
P
E
E
D

L
I
M
I
T
46'
46'
60'
102'
102'
W
=
5 '
12 L=1012' (TOTAL)
12 L=1006' (TOTAL)
39 L=1032' (TOTAL)
W=12'
65 (TYP)
W=5'
W=8'
6'
7'
10 '
10 '
10 '
5'
39 L=102' (TOTAL)
65 (TYP)
39 L=413' (TOTAL)
38 L=209'
66 66
66 66
67 67 67
70 310 SF
70 1038 SF
70 260 SF
W=8'
W=10'
66 66 W=5'
W=5'
W=5'
66 12 L=705' (TOTAL)
12 L=705' (TOTAL)
39 L=247' (TOTAL)
62 L=64'
39 L=198' (TOTAL)
39 L=515' (TOTAL)

CITY OF VISTA PROTECTED BIKE LANES

S MELROSE DR
P:
\
P
r
o
j
e
c
t
\
2 0
2 3
.
0 6
6 2
.
0 1
_
V
i
s
t
a

C
i
t
y
w
i
d
e

P
r
o
t
e
c
t
e
d

B
i
k
e
l
a
n
e
s
\
C
A
D
\
S
h
e
e
t
s
\
0 6
6 2
.
0 1
_
S

M
E
L
R
O
S
E
.
d
w
g
P
l
o
t
:

A
l
e
x

C
h
a
u

D
a
t
e
:

2 /
6 /
2 0
2 4

1 :
0 0
:
0 2

P
M
M
A
T
C
H
L
I
N
E

S
E
E

S
H
E
E
T

1 MA
T
C
H
L
I
N
E
SE
E

B
E
L
O
W

L
E
F
T
MA
T
C
H
L
I
N
E
SE
E

A
B
O
V
E

R
I
G
H
T
0'40'80'
SCALE 1" = 40'
N
N
MA
T
C
H
L
I
N
E
SE
E

S
H
E
E
T

3 CONSTRUCTION NOTES

APPLY DETAIL XX PER LATEST CALTRANS STANDARD PLANS
INSTALL 12" WHITE PAINT FOR LIMIT LINE
INSTALL GREEN CONFLICT PAINT PER DETAIL ON SHEET 6

INSTALL BIKE LANE WITH ARROW PAVEMENT MARKING PER DETAIL ON SHEET 6
INSTALL TYPE IV ARROW PER CALTRANS STANDARD PLANS A24A

INSTALL GREEN BIKE BOX
65 XX
66 67
70 STRIPING DETAILS
INSTALL WHITE LANE LINE (DETAIL 9) PER CALTRANS STD. PLAN A20A INSTALL WHITE LANE LINE (DETAIL 12) PER CALTRANS STD. PLAN A20A INSTALL YELLOW NO PASSING ZONE (DETAIL 22) PER CALTRANS STD. PLAN A20A INSTALL WHITE CHANNELIZING LINE (DETAIL 38) PER CALTRANS STD. PLAN A20D INSTALL WHITE BIKE LANE LINE (DETAIL 39) PER CALTRANS STD. PLAN A20D INSTALL LANE LINE EXTENSION THROUGH INTERSECTIONS (DETAIL 40) PER CALTRANS STD. PLAN A20D
12 9
22 38
39 40
62 2/6/2024
Sheet 2 of 8

PROTECT IN PLACE

EXISTING BIKE PAINT
WHEN POSSIBLE. GRIND

AND REMOVE

CONFLICTING PAINT AS

NEEDED (TYP)

PROTECT IN PLACE

EXISTING BIKE PAINT WHEN
POSSIBLE. ADD WHITE
PAINT EDGES. GRIND AND

REMOVE CONFLICTING

PAINT AS NEEDED (TYP)

INSTALL SOLID GREEN PAINT

NO BERM & POST

PROTECT IN PLACE

EXISTING BIKE PAINT WHEN
POSSIBLE. ADD WHITE
PAINT EDGES. GRIND AND

REMOVE CONFLICTING

PAINT AS NEEDED (TYP)

PROTECT IN PLACE

EXISTING BIKE PAINT WHEN
POSSIBLE. (TYP)

PROTECT IN PLACE
EXISTING PAINT;

GRIND AND REMOVE

CONFLICTING PAINT AS

NEEDED (TYP)
5/31/2024

STREET SLURRY SEAL (FROM SUNSET DRIVE TO CARLSBAD

CITY LIMITS) PER SEPARATE PLANS CONSTRUCTION BY

OTHERS - CONSTRUCTION TIMELINE TO BE COORDINATED
WITH SLURRY SEAL AND OTHER CONTRACTOR.
10/22/2024 D3 235 of 342

5'
3'
12 '
11 '
12 '

6. 5
'
4'
11 '
11 '
11 '
11 '
11 '
11 '
4'
6'
11 '
11 '
11 '
4'
6'

EXISTING INTERSECTION

GREEN CONFLICT STRIPING

SHOWN ON PLANS

TO REMAIN IN PLACE

EXISTING INTERSECTION

GREEN CONFLICT STRIPING

SHOWN ON PLANS

TO REMAIN IN PLACE

EXISTING INTERSECTION

GREEN CONFLICT STRIPING

SHOWN ON PLANS

TO REMAIN IN PLACE

EXISTING

INTERSECTION

GREEN CONFLICT

STRIPING SHOWN

ON PLANS

TO REMAIN IN
PLACE

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

BUS STOP

S MELROSE DR
MO
U
N
T
A
I
N

P
A
S
S

C
I
R
CL
E
A
R
W
A
T
E
R
RI
D
G
E
D
A
W
S
O
N

D
R
50 MPH POSTED SPEED LIMIT
102'
L=5
1 5
'

(
T
O
T
A
L
)
39 L=515' (TOTAL)
66 66
66 W=9'
65 65

6. 5
'
4'

6. 5
'
4'
11 '
11 '
10 '
12 '
11 '
11 '
4'
6'
12 '
11 '
10 '

EXISTING INTERSECTION

GREEN CONFLICT STRIPING

SHOWN ON PLANS

TO REMAIN IN PLACE

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

BUS STOP

S MELROSE DR
50 MPH POSTED SPEED LIMIT
12 '
12 '
10 '
5'
5'
31'
102'
W=9'
W=6.5'
65 65
65 66
39 L=1302' (TOTAL)
39 L=904' (TOTAL)AC BERM (TYP)
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

POST DELINEATOR (TYP)
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

CITY OF VISTA PROTECTED BIKE LANES

S MELROSE DR
P:
\
P
r
o
j
e
c
t
\
2 0
2 3
.
0 6
6 2
.
0 1
_
V
i
s
t
a

C
i
t
y
w
i
d
e

P
r
o
t
e
c
t
e
d

B
i
k
e
l
a
n
e
s
\
C
A
D
\
S
h
e
e
t
s
\
0 6
6 2
.
0 1
_
S

M
E
L
R
O
S
E
.
d
w
g
P
l
o
t
:

A
l
e
x

C
h
a
u

D
a
t
e
:

2 /
6 /
2 0
2 4

1 :
0 4
:
1 7

P
M
SE
E

S
H
E
E
T

2 MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
SE
E

B
E
L
O
W

L
E
F
T
M
A
T
C
H
L
I
N
E
S
E
E

A
B
O
V
E

R
I
G
H
T
0'40'80'
SCALE 1" = 40'
N
N
MA
T
C
H
L
I
N
E
SE
E

S
H
E
E
T

4 CONSTRUCTION NOTES

APPLY DETAIL XX PER LATEST CALTRANS STANDARD PLANS
INSTALL GREEN CONFLICT PAINT PER DETAIL ON SHEET 6

INSTALL BIKE LANE WITH ARROW PAVEMENT MARKING PER DETAIL ON SHEET 6
65 XX
66 STRIPING DETAILS
INSTALL WHITE LANE LINE (DETAIL 9) PER CALTRANS STD. PLAN A20A INSTALL WHITE LANE LINE (DETAIL 12) PER CALTRANS STD. PLAN A20A INSTALL YELLOW NO PASSING ZONE (DETAIL 22) PER CALTRANS STD. PLAN A20A INSTALL WHITE CHANNELIZING LINE (DETAIL 38) PER CALTRANS STD. PLAN A20D INSTALL WHITE BIKE LANE LINE (DETAIL 39) PER CALTRANS STD. PLAN A20D INSTALL LANE LINE EXTENSION THROUGH INTERSECTIONS (DETAIL 40) PER CALTRANS STD. PLAN A20D
12 9
22 38
39 40
2/6/2024
Sheet 3 of 8

PROTECT IN PLACE

EXISTING BIKE PAINT WHEN
POSSIBLE. GRIND AND

REMOVE CONFLICTING

PAINT AS NEEDED (TYP)
5/31/2024

STREET SLURRY SEAL (FROM SUNSET DRIVE TO CARLSBAD

CITY LIMITS) PER SEPARATE PLANS CONSTRUCTION BY

OTHERS - CONSTRUCTION TIMELINE TO BE COORDINATED
WITH SLURRY SEAL AND OTHER CONTRACTOR.
10/22/2024 D3 236 of 342

7'
10 '
11 '
10 '
5'
11 '
11 '
13 .
8 '
5'
10 '
11 '
11 '
5'
5'
193'100'

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

AC BERM (TYP)
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

POST DELINEATOR (TYP)
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

BUS STOP

S MELROSE DR
50 MPH POSTED SPEED LIMIT
5'
5'
10 '
12 '
12 '
6'
3'
10 '
12 '
13 '

BUS STOP

2. 4
'
5'
74'
89'
122'81'39 L=1302' (TOTAL)
39 L=904' (TOTAL)
70 206 SF
65(TYP)
W=9'
66 66
W=8'
W=8'
W=7.5'
65(TYP)
66 66
W=5'
W=5'
39 L=778' (TOTAL)
12 L=502'
12 L=503'
39 L=20' (TOTAL)
39 L=810' (TOTAL)
GR
E
E
N
OA
K
RD
39 L=185' (TOTAL)
3'
5'
3'
11 '
12 '
12 '
10 '
11 '
11 '
11 '
4'
6'

EXISTING INTERSECTION

GREEN CONFLICT STRIPING

SHOWN ON PLANS

TO REMAIN IN PLACE

EXISTING INTERSECTION

GREEN CONFLICT STRIPING

SHOWN ON PLANS

TO REMAIN IN PLACE

EXISTING INTERSECTION

GREEN CONFLICT STRIPING

SHOWN ON PLANS

TO REMAIN IN PLACE

EXISTING INTERSECTION

GREEN CONFLICT STRIPING

SHOWN ON PLANS

TO REMAIN IN PLACE

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

BUS STOP

BUS STOP

AC BERM (TYP)
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

POST DELINEATOR (TYP)
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

S MELROSE DR
CO
U
N
T
R
Y
S
I
D
E
DR
ST
R
A
T
F
O
R
D

P
L
50 MPH POSTED SPEED LIMIT
102'
102'
66 66
66 66
W=9'
W=8'
39L=380' (TOTAL)39L=70' (TOTAL)
66 CITY OF VISTA PROTECTED BIKE LANES

S MELROSE DR
SE
E

S
H
E
E
T

3 MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
SE
E

B
E
L
O
W

L
E
F
T
SE
E

A
B
O
V
E

R
I
G
H
T
MA
T
C
H
L
I
N
E
0'40'80'
SCALE 1" = 40'
N
N
S
E
E

S
H
E
E
T

5 M
A
T
C
H
L
I
N
E

CONSTRUCTION NOTES

APPLY DETAIL XX PER LATEST CALTRANS STANDARD PLANS
INSTALL GREEN CONFLICT PAINT PER DETAIL ON SHEET 6

INSTALL BIKE LANE WITH ARROW PAVEMENT MARKING PER DETAIL ON SHEET 6
INSTALL TYPE IV ARROW PER CALTRANS STANDARD PLANS A24A

INSTALL GREEN BIKE BOX
65 XX
66 67
70 STRIPING DETAILS
INSTALL WHITE LANE LINE (DETAIL 9) PER CALTRANS STD. PLAN A20A INSTALL WHITE LANE LINE (DETAIL 12) PER CALTRANS STD. PLAN A20A INSTALL YELLOW NO PASSING ZONE (DETAIL 22) PER CALTRANS STD. PLAN A20A INSTALL WHITE CHANNELIZING LINE (DETAIL 38) PER CALTRANS STD. PLAN A20D INSTALL WHITE BIKE LANE LINE (DETAIL 39) PER CALTRANS STD. PLAN A20D INSTALL LANE LINE EXTENSION THROUGH INTERSECTIONS (DETAIL 40) PER CALTRANS STD. PLAN A20D
12 9
22 38
39 40
2/6/2024
Sheet 4 of 8

PROTECT IN PLACE

EXISTING BIKE PAINT
WHEN POSSIBLE. GRIND

AND REMOVE

CONFLICTING PAINT AS

NEEDED (TYP)
PROTECT IN PLACE EXIST.
5' GREEN PAINT WHEN
POSSIBLE; ADD ADDITIONAL
3' OF GREEN WITH WHITE
EDGE; GRIND AND REMOVE

CONFLICTING PAINT AS

NEEDED (TYP)

PROTECT IN PLACE

EXISTING BIKE PAINT
WHEN POSSIBLE. GRIND

AND REMOVE

CONFLICTING PAINT AS

NEEDED (TYP)

PROTECT IN PLACE

EXISTING BIKE PAINT
WHEN POSSIBLE. GRIND

AND REMOVE

CONFLICTING PAINT AS

NEEDED (TYP)

INSTALL SOLID GREEN PAINT

POST DELINEATOR (TYP)
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

AC BERM (TYP)
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL
5/31/2024

STREET SLURRY SEAL (FROM SUNSET DRIVE TO CARLSBAD

CITY LIMITS) PER SEPARATE PLANS CONSTRUCTION BY

OTHERS - CONSTRUCTION TIMELINE TO BE COORDINATED
WITH SLURRY SEAL AND OTHER CONTRACTOR.
10/22/2024 D3 237 of 342

10 '
10 '
10 '2'
5'
1 1
'
1 1
'
1 1
'
4 '
6 '
1 1
'
1 1
'
1 1
'
3 '
6 '
11 '
10 '
12 '
11 '
11 '
4'
7'
115'

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

ADD POST DELINEATORS

AND AC BERMS OVER

EXISTING BIKE BUFFER
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL
B
U
S

S
T
O
P

BUS STOP

AC BERM (TYP)
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

POST DELINEATOR (TYP)
SEE SHEET 6 FOR TYPICAL

BUFFER HATCHING DETAIL

S MELRO
S
E

D
R
SH
A
D
O
W
R
I
D
G
E

D
R
45 MPH P
O
S
T
E
D

S
P
E
E
D

L
I
M
I
T
102'
10 2
'
W
=
9 '
65 (TYP)
70 265 SF
66 66
66 39 L=1303' (TOTAL)
66 66
W=7'
12 L=814'
12 L=819'
W=9'
39L=509' (TOTAL)
11 '
11 '
10 '
11 '
11 '
11 '
5'
6'
11 '
3'
6'
10 '
12 '
12 '
10 '
10 '
10 '
11 '
11 '
4'
7'