Goleta City Council
February 4, 2025

Agenda Item D.2

CPMS DISCUSSION/ACTION ITEM
Meeting Date: February 4, 2025
____________________________________________________________ TO: Mayor and Councilmembers
FROM: Luz “Nina” Buelna, Public Works Director
PREPARED BY: Daniel Virgen, Assistant Engineer
SUBJECT: Authorization to Advertise for Bids for the 202 5 Residential Resurfacing and Arterial Pavement Projects
RECOMMENDATION:

Authorize staff to advertise a notice inviting construction bids for the 2025 Residential Resurfacing and Arterial Pavement Projects.

BACKGROUND:

The City of Goleta owns and manages approximately 85 centerline miles of roadways that serve the transportation needs of all roadway users. Roadways include medians, curbs, gutters, sidewalks, landscaping, and traffic signs and signals. The City uses the Pavement Management Program (PMP) to help preserve its roadway assets, which involves monitoring pavement conditions and developing scheduled maintenance activities and projects accordingly. Additionally, the PMP is an essential planning resource, assisting staff in establishing a priority list of roadways for the City's annual pavement projects. Pavement projects can range from resurfacing to complete reconstruction.

The City -hired consultant , Pavement Engineering, Inc. (PEI ), evaluated the City’s roadway network and provided an updated assessment allowing the City to calculate the current pavement condition index (PCI) and run budget scenarios to better understand fiscal impacts and needs. The PCI is a visual representation of a road's condition, ranked on a scale from 1 to 100, with 1 being the worst and 100 being the best. The City’s PCI is currently 58, following the completion of the 2023 Paving Project in the 2024 construction season. Public Works will focus on consistently delivering annual pavement projects to maintain and enhance our streets' condition.

Two pavement projects have been designed to extend the lifespan of the City’s roadways.

The 2025 Arterial Pavement Project targets streets requiring rehabilitation treatment. The 2025 Residential Resurfacing Project focuses on preventi ve maintenance by applying resurfacing treatments such as crack seal and slurry seal. These treatment applications will seal the pavement surface and protect the existing asphalt surface against water 1 Meeting Date: February 4, 2025

intrusion, prevent oxidation of the existing asphalt surface, and provide a new surface with improved skid resistance. Such preventive maintenance will extend the pavement infrastructure's life and improve road users' safety while reducing future repair costs. This approach is more economical to maintain pavement than to repair or replace it after significant damage occurs. Separating both projects can lower the cost of traffic control, subcontractor work, and material markups.

Both projects employ the PMP critical point management approach to choose and prioritize which streets will receive treatment. This critical approach considers pavements at various stages on the deterioration curve rather than focusing solely on those in the best or worst condition. Doing so effectively optimizes the limited budget by ensuring the appropriate treatment is applied to the proper pavement at the right time.

Staff have included the Storke Road/Hollister Avenue Transit, Bike/Ped, and Median Improvements Project (Project N o. 9062) as a bid alternative to the 2025 Arterial Pavement Project to leverage construction bids at a larger scale and use Measure A grant funds awarded to this project. The plans and specifications have been completed as the project aims to improve safety conditions along the existing corridor on Storke Road and at the Storke Road and Hollister Avenue intersection. This project will merge the two southbound bus stops on Storke Road into one, implement median improvements, and improve traffic and bike patterns.

DISCUSSION:

2025 Arterial Pavement Project

This project involves replacing pavement with hot mix asphalt, upgrading American with Disabilities Act (ADA)-compliant curb ramps, and updating traffic striping and markings.

It addresses the pavement replacement needs in a residential neighborhood to prepare the road for the upcoming 2025 Residential Resurfacing Project. The work includes a base bid and additional roadway segments listed as additive alternates, ensuring the budget is utilized to its fullest potential.

The roadway segments for the base and alternative bid locations are shown on the location map (see Attachment 1). These locations include repaving portions of:
 Calle Real
 Northeast Goleta Neighborhood
 Berkeley Road
 Hollister Avenue
 South Fairview Avenue
 Storke Road
 Los Carneros Road

2 Meeting Date: February 4, 2025

2025 Residential Resurfacing Project

This project includes a new pavement surface of slurry seal and replacing traffic striping and markings. The street segments that will be slurry sealed are portions of the Northeast Goleta Neighborhood (See Attachment 4).

Construction for both projects is anticipated to begin in late summer 2025 and be completed by early fall 2025. By bidding the projects around the same time as separate contracts, the City can leverage construction firms to reduce mobilization costs and potentially secure lower bid prices. The bid documents have been structured to ensure that the 2025 Arterial Pavement Project begins before the 2025 Residential Resurfacing Project, addressi ng pavement replacement needs before slurry sealing . All roads will remain open during construction , with work hours adjusted based on each roadway’s traffic characteristics. Due to high daytime traffic volumes on certain roads, nighttime work will likely be required.

Public Outreach

Resurfacing and rehab ilitating neighborhood streets can cause inconvenience s for residents. For instance, there may be instances when on-street parking will be temporarily restricted during the project. Some residents may also be concerned about whether they will still have access to their homes or if garbage collection will conti nue as scheduled.

We recognize these concerns and are committed to addressing the community's needs.

As a result, we prioritize public outreach in our annual resurfacing program. Below is our communication plan:

1. About two months before the planned work, w e send a letter to each resident in the project area explaining the planned work, the type of pavement treatment that will be used, what the residents can expect before, during, and after the project.

We will invite the residents to attend an evening meeti ng scheduled by City staff.

At that meeting, City staff will provide the residents with an overview of our street maintenance program and what the project in their neighborhood would entail. We then answer any questions the residents may have. We hold thi s meeting about one month before the planned work.

2. About two weeks before the planned work, a letter is sent to each resident in the project area, reminding them of the upcoming work. The letter includes information very similar to what was included in the first letter and a color-coded map showing which streets are planned to be slurry sealed on which dates.

3. Five working days before work begins on any given street, the contractor hangs a notice on the door at each residence listing the street, date, and times of prohibited parking.

4. 72 hours before the work is to begin on any given street, the contractor places temporary “no parking” signs mounted on barricades along the street. These signs contain the days and times when parking will be prohibited. 3 Meeting Date: February 4, 2025

FISCAL IMPACTS:

2025 Arterial Pavement Project

The engineer's estimate for the construction cost of the base bid for the 2025 Arterial Pavement Project is $ 8,100,190, while the estimated cost for the additive alternates 1 through 5 is $7,812,775. The combined construction cost of the base bid and the additive alternates is approximately $15,912,965.

Table 1 shows the total estimated project costs and base bid construction costs.

Table 1: Project Cost Estimates for the 2025 Arterial Pavement Project (Base Bid)

Project Components Estimated Costs
Design (Consultant) $234,104
Construction (Base Bid) $8,100,190
Construction Contingency/CCO $1,620,038
CM (Consultant) $1,749,641
Staff Time $87,000
Total: $11,790,973

Table 2: Proposed Construction Engineer's Estimates for the 2025 Arterial Pavement Project (Additive Alternates)

Project Components Estimated Costs
Construction (additive alternates) $7,812,775

2025 Residential Resurfacing Project

The engineer's estimate for the construction cost of the 2025 Residential Resurfacing Project is $765,142. The table below details the total estimated project costs.

Table 3: Project Cost Estimates for the 2025 Residential Resurfacing Project

Project Components Estimated Costs
Design (Consultant) $41,312
Construction $765,142
Construction Contingency/CCO $153,028
CM (Consultant & Staff) $165,270
Staff Time $54,000
Total: $1,178,752
4 Meeting Date: February 4, 2025

Based on the engineer’s estimate, s ufficient funds are available to cover the base bids for both projects , but the selection of the bid alternative s will depend on the bid pricing received. Public Works staff is collaborating with the Finance Department to identify additional funding sources as needed. The pro ject funding will utilize a combination of General Fund, Gas Tax, Local Surface Transportation Program (LSTP), Measure A, and Road Maintenance and Rehabilitation Account—Senate Bill 1 (RMRA-SB1) resources.

ALTERNATIVES:

The City Council may elect not to authorize staff to advertise for construction bids for the 2025 Residential Resurfacing and Arterial Pavement Projects. Doing so would delay the project schedule and construction.

Legal Review By: Isaac Rosen, Acting City Attorney

Approved By: Robert Nisbet, City Manager

ATTACHMENTS:

1. 2025 Arterial Pavement Project Location Map

2. 2025 Arterial Pavement Project – Plans

3. 2025 Arterial Pavement Project – Specifications

4. 2025 Residential Resurfacing Project Location Map

5. 2025 Residential Resurfacing Project – Plans

6. 2025 Residential Resurfacing Project – Specifications

7. Pavement Management Program PowerPoint Presentation
5 ATTACHMENT 1

2025 ARTERIAL PAVEMENT PROJECT LOCATION MAP
6 PACIFIC OCEAN

NO SCALE
7 ATTACHMENT 2

2025 ARTERIAL PAVEMENT PROJECT PLANS
8 CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_TITLE SHEET.DWG Plot Date: 1/23/2025 3:55 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

CONSTRUCTION DRAWINGS
2025 ARTERIAL PAVEMENT PROJECT
FOR

VARIOUS STREETS

LOCATION PLAN

NOT TO SCALE
217

SHEET INDEX
SHEET
NUMBER

STREET NAME /

SHEET DESCRIPTION

BASE BID /

BID ALTERNATE
1 TITLE SHEET -
2 GENERAL NOTES -
3 TYPICAL SECTIONS -
4 DETAILS -
5 - 8 CALLE REAL
(NORTH KELLOGG AVENUE TO CITY LIMITS) BASE BID
9 - 12 BERKELEY ROAD
(NORTH FAIRVIEW AVENUE TO SYLVAN DRIVE) BASE BID
13 - 26 NORTHEAST GOLETA NEIGHBORHOOD BASE BID
27 - 32 HOLLISTER AVENUE
(CATHEDRAL OAKS ROAD TO PEBBLE BEACH DRIVE) BASE BID
33 - 34 HOLLISTER AVENUE
(CAMINO REAL MARKETPLACE TO STORKE ROAD) BASE BID
35 - 36 SOUTH FAIRVIEW AVENUE
(SOUTH FAIRVIEW AVENUE TO NORTH END) BASE BID
37 - 38 STORKE ROAD
(HOLLISTER AVENUE TO BOLLAY DRIVE) BID ALTERNATE 1
39 - 40 CALLE REAL
(CALAVERAS AVENUE TO SONOMA AVENUE) BID ALTERNATE 2
41 - 44 BERKELEY ROAD
(SYLVAN DRIVE TO EAST END) BID ALTERNATE 3
45 LOS CARNEROS ROAD
(HOLLISTER AVENUE TO CASTILIAN DRIVE) BID ALTERNATE 4
46 - 48 CALLE REAL
(ROCHESTER WAY TO SALISBURY AVENUE) BID ALTERNATE 5
49 - 52 CURB RAMP SUMMARY TABLES & PAY ITEMS -
53 - 57 CURB RAMP ENLARGEMENTS -
THE STORKE ROAD / HOLLISTER AVE. TRANSIT, BIKE /
PED, AND MEDIAN IMPROVEMENTS (30 TOTAL SHEETS)

CITY PROJECT
NUMBER 9062

UTILITY CONTACT LIST

UTILITY CONTACT PHONE NUMBER

GOLETA SANITARY
DISTRICT LUIS ASTORGA 805.967.4519

GOLETA WEST
SANITARY DISTRICT JUAN RAMIREZ 805.968.2617

GOLETA WATER
DISTRICT DAN BROOKS 805.964.6761

SOUTHERN CALIFORNIA
GAS COMPANY SHAWN LEE 805.535.5901

TITLE SHEET
9 CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_TITLE SHEET.DWG Plot Date: 1/23/2025 3:14 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

GENERAL NOTES
GENERAL HMA & PCC CONSTRUCTION NOTES:

1. PRIOR TO INSTALLATION OF NEW CONCRETE FACILITIES, CONTRACTOR SHALL COORDINATE WITH CITY REPRESENTATIVE FOR TRIMMING OR REMOVA L OF PRIVATE LANDSCAPE PLANTINGS. NO PLANT MATERIAL SHALL BE ALTERED OR OTHERWISE REMOVED WITHOUT PRIOR APPROVAL OF THE CITY.

2. CURB RAMP SHALL BE CONSTRUCTED BASED ON CALTRANS 2018 STANDARD PLANS A88A & A88B AND THE PUBLIC RIGHTS OF WAY ACCESSIBILITY G UIDELINES (PROWAG). REFER TO STANDARD PLANS A88A & A88B FOR ADDITIONAL DETAILS & INFORMATION.

3. CONCRETE FACILITIES SHALL BE CONSTRUCTED PER THE SEPTEMBER 2011 EDITION OF THE SANTA BARBARA COUNTY STANDARD DETAILS (UNLESS OTHERWISE INDICATED):
x CURB & GUTTER* . . . . . . . . . . . . . . . . . . . . . . . . . #4-030 & 4-045 x SIDEWALK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #4-045, 5-010 & 5-040 x TYPE A CURB . . . . . . . . . . . . . . . . . . . . . . . . . . . . #4-030 x CROSS-GUTTER & SPANDREL . . . . . . . . . . . . . . #4-020 x SIDEWALK UNDERDRAIN . . . . . . . . . . . . . . . . . . #3-060 x DRIVEWAY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #4-040 *CURB & GUTTER WIDTH SHALL WIDEN TO A 24" GUTTER PAN IN FRONT OF CURB RAMP LANDING THEN TAPER BACK TO THE ORIGINAL WIDTH UNLESS OTHERWISE NOTED ON PLANS.

5. PCC SIDEWALKS AND CURB RAMPS SHALL BE MIN. 6" THICK.

6. ALL FACES OF NEW OR RECONSTRUCTED CURBS SHALL BE MIN. 6".

7. ALL SAWCUTTING THROUGH CONCRETE & ASPHALT PAVEMENT SHALL BE SQUARE AND EXTEND FULL-DEPTH OF THE MATERIAL. SAWCUTS IN CONCRET E SHALL ALWAYS BE ON AN EXISTING JOINT LINE UNLESS OTHERWISE ALLOWED BY THE CITY'S REPRESENTATIVE PRIOR TO CUTTING. ANY CHIPPED, BROKEN OR

OTHERWISE IRREGULAR CONCRETE OR ASPHALT PAVEMENT EDGES SHALL BE RE-SAWCUT AS DIRECTED BY THE CITY'S REPRESENTATIVE PRIOR TO REPLACING CONCRETE OR HOT-MIX ASPHALT MATERIAL.

8. NEW CONCRETE FACILITIES SHALL BE DOWELED & EPOXIED TO EX. CONCRETE USING 18" LONG #4 BARS, EMBEDDED MINIMUM 9" AND SPACED @ 1 2" O.C. MAX.

NEAREST DOWEL TO OUTERMOST FACE OF CONCRETE SHALL BE NO CLOSER THAN 3" UNLESS OTHERWISE DIRECTED BY CITY REPRESENTATIVE.

9. HMA REPLACEMENT AGAINST NEW CONCRETE SHALL EXTEND AT LEAST 2' FROM THE EDGE OF THE CONCRETE, AND EXTEND TO A DEPTH OF 0.67' O R MATCH EX., WHICHEVER IS GREATER.

10. SEVERAL REMOVE & REPLACE AREAS WITHIN THE PAVEMENTS INCLUDE PRUNING & REMOVING EXISTING TREE ROOTS. IN ADDITION, THE CONTRAC TOR SHALL ANTICIPATE PRUNING & REMOVING EX. TREE ROOTS AT ALL CONCRETE FACILITIES TO BE CONSTRUCTED OR REMOVED & REPLACED. NO TREE ROOTS SHALL BE CUT WITHOUT PRIOR REVIEW AND APPROVAL BY CITY ARBORIST.

11. IF NECESSARY, TREE CANOPIES SHALL BE TRIMMED AS NEEDED TO PROVIDE AT LEAST 15' OF CLEARANCE ABOVE ROADWAY SURFACES. TREE CANOPIES SHALL NOT BE TRIMMED WITHOUT PRIOR REVIEW AND APPROVAL BY CITY ARBORIST.

12. LANDSCAPE RESTORATION SHALL CONSIST OF SALVAGING & REPLACING LANDSCAPING MATERIALS BEHIND NEW CONCRETE CONSTRUCTION. THESE MATERIALS MAY INCLUDE BUT ARE NOT LIMITED TO: BARK MULCH, DECORATIVE ROCK, COBBLE OR BOULDERS, CONCRETE PAVERS, BRICK, TURF, & DECORATIVE EDGING.

CONTRACTOR SHALL DISTURB EX. LANDSCAPE MATERIALS TO THE MINIMUM AMOUNT POSSIBLE DURING DEMOLITION, LAYOUT & CONSTRUCTION OF RAMPS.

WHERE MATERIALS MUST BE DISTURBED OR REMOVED, CONTRACTOR SHALL CAREFULLY SALVAGE & STORE ON-SITE SAID MATERIALS UNTIL CURB RAMP

CONSTRUCTION IS APPROVED BY THE CITY'S REPRESENTATIVE, AFTER WHICH SALVAGED MATERIALS SHALL BE RESTORED TO THEIR ORIGINAL PLACEMENT & CONDITION. IF EXISTING MATERIALS CANNOT BE SALVAGED, CONTRACTOR SHALL PROCURE & INSTALL W/SAME MATERIALS.

13. LANDSCAPE RESTORATION MAY ALSO INCLUDE REPAIR OR REPLACEMENT OF DAMAGED IRRIGATION FACILITIES CAUSED BY THE CONTRACTOR'S EFF ORTS.

CONTRACTOR SHALL EXERCISE REASONABLE CAUTION DURING DEMOLITION & CONSTRUCTION TO AVOID DAMAGING IRRIGATION DRIPLINES, LATERAL LINES, VALVES, POP-UP SPRINKLERS, ETC. ANY DAMAGED IRRIGATION FACILITIES SHALL BE REPAIRED OR RESTORED TO WORKING ORDER TO THE SATISFACTION OF THE CITY'S REPRESENTATIVE.

14. ALL EXISTING FACILITIES ADJACENT TO ZONE OF CONSTRUCTION SHALL BE PROTECTED AT ALL TIMES BY THE CONTRACTOR TO AVOID DAMAGE T O SAID FACILITIES. IF IT IS THE CONTRACTOR'S OPINION THAT ITEM(S) CANNOT BE PROTECTED IN PLACE DURING THE WORK, CONTRACTOR SHALL NOTIFY THE CITY'S REPRESENTATIVE IN ADVANCE OF STARTING THE WORK. ANY ITEMS WHICH ARE TEMPORARILY RELOCATED TO AVOID DAMAGE SHALL BE REPLACED TO THEIR ORIGINAL LOCATION & CONDITION AT THE COMPLETION OF THE WORK. ANY FACILITIES WHICH ARE FOUND TO BE MISSING OR DAMAGED SHALL BE REPLACED AT THE CONTRACTOR'S SOLE EXPENSE & TO THE SATISFACTION OF THE CITY'S REPRESENTATIVE.

15. EXISTING UTILITY LIDS WITHIN AREA OF WORK SHALL BE ADJUSTED TO FINISHED GRADE UNLESS OTHERWISE INDICATED.

16. NOTIFY ENGINEER OF RECORD IF DISCREPANCIES ARE FOUND BETWEEN PROJECT DOCUMENTS AND ACTUAL CONDITIONS PRIOR TO CONTINUATION O F WORK.

17. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 2' OF THE CURB RAMP LANDING SHALL N OT BE GREATER THAN 5%.

ABBREVIATIONS

AB AGGREGATE BASE
BEG. BEGIN

C&G CURB & GUTTER
CONT. CONTINUED

EP EDGE OF PAVEMENT
EX. EXISTING

FL FLOWLINE

GB GRADE BREAK

HMA HOT MIX ASPHALT

LF LINEAR FEET

MAT'L MATERIAL
MAX. MAXIMUM
MIN. MINIMUM
NO. NUMBER
N.S. NO SLOPE

NTS NOT TO SCALE
O.S. ON CENTER

PCC PORTLAND CEMENT CONCRETE

R&R REMOVE & REPLACE
R.C. RELATIVE COMPACTION

SF SQUARE FEET

STA STATION

SW SIDEWALK

TC TOP OF CURB

TP TOP OF PAVEMENT

W/ WITH
LEGEND
REMOVE & REPLACE 3" HMA

FULL DEPTH RECLAMATION (SEE PLAN FOR TYPICAL SECTION)

COLD PLANE & REPLACE (SEE PLAN FOR TYPICAL SECTION)
COLD PLANE & REPLACE (TYPICAL SECTION NO. 4)
COLD PLANE & REPLACE (TYPICAL SECTION NO. 4)
TYPE A1 KEYCUT
TYPE B1 KEYCUT

CRACK SEAL & MICRO-SURFACING WITH BLACK ROCK

PROPOSED PCC IMPROVEMENTS

TRANSVERSE PAVING LIMIT

REMOVE & REPLACE TRAFFIC LOOPS
ELECTRICAL VAULT (EX.)
WIRELESS TRAFFIC SENSOR (EX.)

BORING LOCATIONXX
STORM DRAIN MANHOLE (EX.)
SANITARY SEWER MANHOLE (EX.)

PROPOSED STORKE ROAD MODIFIED MEDIAN
SEWER CLEANOUT (EX.)
TELECOMMUNICATIONS MANHOLE (EX.)

BLUE RETROREFLECTIVE PAVEMENT MARKER
FIRE HYDRANT (EX.)
SURVEY MONUMENT (EX.)
SURVEY NAIL (EX.)
WATER VALVE (EX.)
GAS VALVE (EX.)
XX CURB RAMP REFERENCE NUMBER (SEE SHEETS 49 - 52 FOR QUANTITIES & NOTES)

REMOVE & REPLACE TYPE A HMA DIKE
CONCRETE EDGE (EX.)
PAVEMENT EDGE (EX.)
HMA DIKE (EX.)

INSTALL SHOULDER BACKING

R PRUNE & REMOVE TREE ROOTS
GENERAL NOTES:

1. STATIONING IS SHOWN ON PLAN SHEETS AND FOR REFERENCE ONLY UNLESS OTHERWISE INDICATED.

2. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ALL STRIPING WITHIN LIMITS OF WORK. STRIPING IS TO MATCH EXISTING UNLESS OTHERWISE SHOWN ON PLANS OR DIRECTED BY THE CITY. CONTRACTOR SHALL TIE DOWN LOCATION OF ALL STRIPING PRIOR TO REMOVAL.

3. THE CONTRACTOR SHALL REMOVE EXISTING STRIPING AS NEEDED PRIOR TO PLACEMENT OF OVERLAYS.

4. FOR STREETS WHERE ONLY DIGOUTS ARE BEING PERFORMED, THE CONTRACTOR SHALL REPLACE ANY STRIPING REMOVED THE DIGOUTS IN KIND WIT H PAINT.

5. NOT ALL UTILITIES ARE SHOWN ON PLANS. CONTRACTOR SHALL TIE DOWN EXISTING UTILITIES PRIOR TO OVERLAY, COLD PLANE, FULL DEPTH R ECLAMATION, OR REMOVE AND REPLACE WORK.

6. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (811) AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF OF

CONSTRUCTION TO ALLOW UTILITY OWNER TO MARK THE LOCATION OF THEIR RESPECTIVE UNDERGROUND FACILITIES/UTILITIES, PUBLIC OR PRIVATE, SHOWN OR NOT ON THESE PLANS.

7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS TO COMPLETE WORK.

8. FOR AREAS TO BE REMOVED & REPLACED, THE CONTRACTOR SHALL ONLY REMOVE MATERIAL QUANTITIES THAT CAN BE REPLACED DURING THE SAME WORK DAY.

9. THE CONTRACTOR SHALL CONTACT THE ENGINEER AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF PAVING TO ALLOW THE ENGI NEER TO MARK THE LIMITS OF PAVING AND LOCATIONS OF REMOVE & REPLACE AREAS.

10. CONTRACTOR SHALL DEVELOP AN HMA PAVING PLACEMENT PLAN THAT WILL ENSURE THAT NO LONGITUDINAL JOINTS REMAIN UNFINISHED IN THE SAME DIRECTION BETWEEN WORK SHIFTS DURING FINISH COURSE PLACEMENT.

11. CONTRACTOR SHALL REMOVE ANY EXISTING ASPHALT MATERIAL FROM GUTTER PAN WITHIN PROJECT LIMITS; CONTRACTOR SHALL PROTECT EXISTING PCC FACILITIES.

12. CONTRACTOR SHALL PROTECT VERTICAL EDGES ON LIMITS OF WORK. ANY BROKEN EDGES SHALL BE RE-CUT TO PROVIDE CLEAN STRAIGHT LINE.

13. CONTRACTOR SHALL DISPOSE OF ALL CONSTRUCTION WASTE IN A LEGAL MANNER.

REMOVE & REPLACE PCC CURB & GUTTER

REMOVE & REPLACE PCC CURB

REMOVE & REPLACE SIDEWALK UNDERDRAIN
1-INCH HMA LEVELING COURSE (SEE PLAN FOR TYPICAL SECTION)

PAVEMENT TRANSITION
REMOVE & REPLACE 4" HMA
REMOVE & REPLACE 6" HMA
REMOVE & REPLACE 8" HMA
STRIPING NOTES:

1. ALL STRIPING AND PAVEMENT MARKING DETAILS AND LAYOUTS SHALL CONFORM TO THE CURRENT STATE OF CALIFORNIA

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND THE STATE OF CALIFORNIA STANDARD PLANS, UNLESS OTHERWISE SPECIFIED.

2. LANE DIMENSIONS ARE FROM TOP OF CURB OR EDGE OF PAVEMENT TO CENTER OF STRIPE DETAIL.

3. ALL LONG LINE STRIPING, PAVEMENT MARKINGS/LEGENDS, CROSSWALK, AND LIMIT LINES SHALL BE THERMOPLASTIC EXCEPT ON PCC SURFACES.

4. BLUE TWO-WAY REFLECTIVE PAVEMENT MARKERS SHALL BE INSTALLED IN THE STREETS ADJACENT TO FIRE HYDRANTS IN

ACCORDANCE WITH CITY OF GOLETA STANDARD FOR PLACEMENT OF FIRE HYDRANT MARKERS

INSTALL ROADSIDE SIGN

CRACK SEAL & SLURRY SEAL (TYPE II)
10 CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_TITLE SHEET.DWG Plot Date: 1/23/2025 3:14 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

TYPICAL SECTIONS
TYPICAL SECTION NO. 10
NTS
CONSTRUCTION SEQUENCE:

1. PULVERIZE HMA & BASE MAT'L TO A DEPTH OF 1.25'.

2. REMOVE & DISPOSE OF PULVERIZED MAT'L TO A DEPTH OF 0.42'.

3. CEMENT SOIL TREATMENT PER APPROVED MIX DESIGN TO A DEPTH OF 0.83'; REGRADE ROADWAY SURFACE TO 2-5% CROSS SLOPE.

4. PLACE 0.21' HMA-SP65 (PG 64-10) BASE COURSE.

5. PLACE 0.21' HMA-SP65 (PG 64-10) SURFACE COURSE.
5"

0.83'

1.25'
NTS
TYPICAL SECTION NO. 6

0.29'

R&R (SEE PLAN FOR

LOCATION & DEPTH)
NTS
TYPICAL SECTION NO. 1
MEDIAN
WIDTH
(VARIES)

0.19'

R&R (SEE PLAN FOR

LOCATION & DEPTH)
HMA LIFT THICKNESS:

1. 0.19' HMA-SP85 (PG 64-10) SURFACE COURSE.

SHOULDER BACKING

PER DETAIL
HMA LIFT THICKNESSES:

1. 0.08' HMA-SP50 (PG 64-10) LEVELING COURSE.

2. 0.21' HMA-SP65 (PG 64-10) SURFACE COURSE.

TYPICAL SECTION NO. 9
NTS

0.63'
MEDIAN
WIDTH
(VARIES)

0.63'
HMA LIFT THICKNESSES:

1. PLACE 0.25' HMA-SP85 (PG 64-10) BASE COURSE.

2. PLACE 0.21' HMA-SP85 (PG 64-10) INTERMEDIATE COURSE.

3. PLACE 0.17' HMA-SP85 (PG 64-10) SURFACE COURSE.

NTS
TYPICAL SECTION NO. 2

0.17' BELOW

GUTTER LIP

0.17' BELOW

GUTTER LIP
5'5'

0.17'

R&R (SEE PLAN FOR

LOCATION & DEPTH)
HMA LIFT THICKNESS:

1. 0.17' TO 0.27' HMA-SP50 (PG 64-10) SURFACE COURSE.

TAPER FROM 0.17' TO 0.27' OVER 5'.

NTS
TYPICAL SECTION NO. 7
5'
KEYCUT A1
5'
KEYCUT A1

0.17' BELOW

GUTTER LIP

0.17' BELOW

GUTTER LIP

0.17' HMA SURFACE COURSE
HMA-SP50 (PG 64-10) NEW PAVEMENT SURFACE
EX. PAVEMENT

SURFACE
NOTE:

1. SEE PLAN FOR LOCATION. WHERE R&R'S ARE LOCATED UNDER KEYCUTS,

PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED SURFACE, NOT THE EXISTING PAVEMENT SURFACE.

NTS
TYPICAL SECTION NO. 8

0.17' BELOW

GUTTER LIP

0.17' BELOW

GUTTER LIP
5'5'

0.17'

R&R (SEE PLAN FOR

LOCATION & DEPTH)
HMA LIFT THICKNESS:

1. 0.21' HMA-SP50 (PG 64-10) SURFACE COURSE. TAPER
FROM 0.17' TO 0.21' OVER 5'.

NTS
TYPICAL SECTION NO. 4

0.67'0.33'

EB LANE
(VARIES)

WB LANE
(VARIES)
HMA LIFT THICKNESSES:

1. 0.33' HMA-SP85 (PG 64-10) BASE COURSE (EB LANE ONLY).

2. 0.17' HMA-SP85 (PG 64-10) INTERMEDIATE COURSE (EB AND WB LANES).

3. 0.16' HMA-SP85 (PG 64-10) SURFACE COURSE (EB AND WB LANES).ALTERNATE PAVEMENT EDGE 1

APPLY FOG SEAL
TO EX. HMA DIKE
EX. HMA WALKWAY
(WHERE APPLICABLE)
NTS
TYPICAL SECTION NO. 3
5'5'
3/8" HMA LEVELING COURSE
HMA-SP50 (PG 64-10) NEW PAVEMENT SURFACE
EX. PAVEMENT

SURFACE

R&R (SEE PLAN FOR

LOCATION & DEPTH)

R&R (SEE PLAN FOR

LOCATION & DEPTH)

ALTERNATE PAVEMENT EDGE

HMA DIKE,
TYPE A
NTS
TYPICAL SECTION NO. 5

0.19'

R&R (SEE PLAN FOR

LOCATION & DEPTH)
HMA LIFT THICKNESS:

1. 0.19' HMA-SP65 (PG 64-10) SURFACE COURSE

ALTERNATE PAVEMENT EDGE

SHOULDER BACKING

PER DETAIL

0.19' BELOW

PAVEMENT
EDGE

HMA AGGREGATE
(UNLESS INDICATED OTHERWISE)
REMOVE AND REPLACE AREAS 1/2-INCH TYPE A OR 3/4-INCH* TYPE A LEVELING COURSES 3/8-INCH TYPE A
BASE COURSES 1/2-INCH TYPE A OR 3/4-INCH* TYPE A
INTERMEDIATE COURSES 1/2-INCH TYPE A OR 3/4-INCH* TYPE A SURFACE COURSES 1/2-INCH TYPE A

0.25'
TAPER LEVELING COURSE OVER 5' TO 0' THICKNESS, 0.25'
FROM GUTTER LIP OR FL @ HMA DIKE (TYP.)

0.25'
5'

0.25'
*3/4-INCH TYPE A MAY BE USED IF THE LIFT THICKNESS IS GREATER THAN 0.20-FOOT (2.4 INCHES).

0.08'
NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.

NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.

NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.

NOTE:

1. SEE PLAN FOR PAVING LIMITS

2. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.

NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.

R&R (SEE PLAN FOR

LOCATION & DEPTH)
NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.

PLACE CRACK SEAL & SLURRY

SEAL (TYPE II) IN ALL AREAS
11 CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_TITLE SHEET.DWG Plot Date: 1/23/2025 3:14 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

DETAILS

PAVEMENT TRANSITION A
NTS
20'
EX. PAVEMENT

SURFACE
TYPICAL SECTION NO. 4 TYPICAL SECTION NO. 5

TAPER HMA SURFACE
COURSE FROM 0.25'
TO 0.19' OVER 20'

MAINTAIN HMA LEVELING
COURSE 0.10'
REMOVE EX. HMA;
TAPER FROM 0.25'
TO 0.29' OVER 20'
25'
EX. CROSS GUTTER
25'
EX. CROSS GUTTER
EX. PAVEMENT SURFACE

0.17' HMA SURFACE COURSE
HMA-SP50 (PG 64-10)

0.42'

0.33'

0.25' HMA BASE COURSE
HMA-SP50 (PG 64-10)

PAVEMENT TRANSITION C
NTS
EX. PAVEMENT SURFACE

0.17' HMA SURFACE
COURSE
HMA-SP50 (PG 64-10)

0.17' HMA BASE COURSE
HMA-SP50 (PG 64-10)
TYPICAL SECTION NO. 8

TRANSVERSE PAVING LIMIT C
KEYCUT - TYPE B1
TYPICAL SECTION NO. 7

PAVEMENT TRANSITION D
NTS
REMOVE EX. HMA (DEPTH VARIES)
REMOVE EX. HMA (DEPTH VARIES)
PAVEMENT TRANSITION B2
NTS
20'
EX. PAVEMENT
20'
REMOVE EX. HMA
EX. CROSS GUTTER
15'
2"

TAPER HMA SURFACE
COURSE FROM 0.17'
TO 0.27' OVER 15'
EX. PAVEMENT SURFACE

TRANSVERSE PAVING LIMIT B
NTS
REMOVE EX. HMA
TYPICAL SECTION NO. 4 TYPICAL SECTION NO. 6
EX. OR NEW

PAVEMENT
15'

0.17'

TAPER HMA SURFACE
COURSE FROM 0.17'
TO 0.19' OVER 15'
EX. PAVEMENT SURFACE

TRANSVERSE PAVING LIMIT C
NTS
REMOVE EX. HMA
TYPICAL SECTION NO. 8
15'
KEYCUT - TYPE B1
(TRANSVERSE KEYCUT)
NTS
EX. PAVEMENT OR

CROSS GUTTER

0.17' BELOW ADJACENT
FACILITY TO REMAINEX. PAVEMENT SURFACE
REMOVE EX.

PAVEMENT
KEYCUT - TYPE A1
(LONGITUDINAL KEYCUT)
NTS
5'
EX. CURB
& GUTTER

0.17' BELOW

GUTTER LIP
REMOVE EX.

PAVEMENT
EX. PAVEMENT SURFACE
TYPICAL SECTION NO. 6 TYPICAL SECTION NO. 7
REMOVE EX. HMA;
TAPER FROM 0.17'
TO 0' OVER 20'
EX. PAVEMENT

SURFACE

SURFACE COURSE

TAPER SURFACE
COURSE FROM 0.27'
TO 0.17' OVER 20'

0.25'

HMA LEVELING
COURSE 0.10'

TAPER HMA SURFACE
COURSE FROM 0.19'
TO 0.25' OVER 20'
EX. PAVEMENT SURFACE

TRANSVERSE PAVING LIMIT A
NTS
PAVEMENT TRANSITION B1
NTS
20'TYPICAL SECTION NO. 6
REMOVE 0.17' EX. HMA
EX. PAVEMENT

SURFACESURFACE COURSE

TAPER SURFACE
COURSE FROM 0.27'
TO 0.17' OVER 20'
EX. PAVEMENT OR

PAVEMENT EDGE
5'
TYPICAL SECTION NO. 3

TAPER HMA SURFACE COURSE
FROM 0.08' TO 0' OVER 5'
EX. PAVEMENT SURFACE

TRANSVERSE PAVING LIMIT D
NTS
NTS

SHOULDER BACKING DETAIL

SEE SPECIFICATIONS

FOR SHOULDER
BACKING MATERIAL EXIST. SURFACE

NEW HMA

OVERLAY

PLACE SHOULDER BACKING

AFTER COMPLETION OF HMA

SURFACING

4.0'-0"

3.0'-0"

2.0'-0"

1.0'-0"

0.25'-0.33'

0.17'-0.25'

0.08'-0.17'
0'-0.08'
H Y

DIMENSION

SCHEDULE
H
Y
NTS

REMOVE & REPLACE HMA (VARIOUS DEPTHS)
W
(PAVEMENT

REMOVAL)
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN .13' OF MATERIAL, SUBGRADE SHALL BE
RECOMPACTED TO 95% R.C.

2. ALL COURSES SHALL CONSIST OF HMA-SP85 (PG 64-10).

EX, PAVEMENT, GUTTER

LIP OR SPANDREL

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
SEE NOTE 1 Y (INTERMEDIATE COURSE)

0.25'

0.33'

0.42'

0.50'

0.58'

0.67'
0'

0.17'

0.25'

0.25'

0.33'

0.25'
0'
0'
0'
0'
0'

0.25'

0.25'

0.17'

0.17'

0.25'

0.25'

0.17'

X (BASE COURSE)

Z (SURFACE COURSE)

DEPTH MEASUREMENTS
XYZW
12 N KELLOGG AVE

CALLE REAL

SOMERSET DR
DR

HANNAPAREJO
DR
217

NORTH KELLOGG AVENUE
R&R 0.33' HMA
(~6'X120')
R&R 0.33' HMA
(~6'X6')
R&R 0.33' HMA
(~12'X70')
R&R 0.33' HMA
(~15'X41')
R&R 0.33' HMA
(~18'X14') R&R 0.33' HMA
(~6'X9')
R&R 0.33' HMA
(~14'X18') R&R 0.33' HMA
(~6'X8')
R&R 0.33' HMA
(~8'X16')
R&R 0.33' HMA
(~8'X12')
R&R 0.33' HMA
(~12'X15')
10+00 11+00 12+00 13+00 14+00
15+00
PRB
PROTECT EX. BRIDGE IN PLACE
C10
C1
TYPICAL SECTION NO. 1
TYPICAL SECTION NO. 2
TREATMENT LIMIT @

CHANGE OF PAVEMENT
NTS
TYPICAL SECTION NO. 1
MEDIAN
WIDTH
(VARIES)

0.19'

R&R (SEE PLAN FOR

LOCATION & DEPTH)
HMA LIFT THICKNESS:

1. 0.19' HMA-SP85 (PG 64-10) SURFACE COURSE.

ALTERNATE PAVEMENT EDGE

SHOULDER BACKING

PER DETAIL

0.19' BELOW

PAVEMENT
EDGE
NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.
10+00 11+00 12+00 13+00 14+00
15+00

NORTH KELLOGG AVENUE
DETAIL 39DETAIL 12 WITH TYPE G MARKERSDETAIL 25 WITH TYPE D MARKERSDETAIL 25 WITH TYPE D MARKERSDETAIL 12 WITH TYPE G MARKERS DETAIL 39A WITH GREEN PAINT DETAIL 39
HELMETED BICYCLIST SYMBOL MUTCDFIGURE 9C-3 WHITE AND GREEN PAINT (TYP.)

REPLACE EXISTING

STOP BAR
(2 FT. WIDE) (TYP.)
4' MIN.
11' MIN. 11' MIN.
11' MIN.
11' MIN.
4' MIN.

REPLACE EXISTING SIGNAL AHEAD WORDMARKINGS SPACED ±58' APART AND ± 285'FROM THE INTERSECTION (TYP.) 50'
50'
200'

CALLE REAL - PAVEMENT TREATMENT LIMITS
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_CALLE REAL - (NORTH KELLOGG AVE TO CITY LIMITS).DWG Plot Date: 1/23/2025 3:15 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)

KEY MAP
NTS
MATCHLINE STA 15+50 - SEE SHEET
6 CALLE REAL

NORTH KELLOGG AVENUE TO CITY LIMITS
MATCHLINE STA 15+50 - SEE SHEET
6 BORING LOG
NO. HMA CTB FABRIC (Y/N)
C1 5-1/2" 4 N
C10 6" - N
*CORING DATA IS FOR INFORMATION ONLY. EXISTING

SECTION MAY VARY FROM SECTION(S) FOUND AT
CORING LOCATION(S). FABRIC MAY BE PRESENT IN

SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

CALLE REAL - STRIPING LAYOUT

BASE BID
STA 10+00 TO STA 15+50
13 MARAVILLA
R&R 0.33' HMA
(~12'X14') R&R 0.33' HMA
(~24'X88')
R&R 0.33' HMA
(~18'X37')
R&R 0.33' HMA
(~12'X20')
R&R 0.33' HMA
(~24'X67')
R&R 0.33' HMA
(~12'X36')
R&R 0.33' HMA
(~12'X90')
R&R 0.33' HMA
(~12'X81')
R&R 0.33' HMA
(~12'X60')
R&R 0.33' HMA
(~12'X60') R&R 0.33' HMA
(~12'X18')
R&R 0.33' HMA
(~6'X15')
2 16+00 17+00 18+00 19+00 20+00 21+00 22+
PROTECT EX.

BRIDGE IN PLACE
1 C2
C9
C8
TYPICAL SECTION NO. 1
TYPICAL SECTION NO. 2

N KELLOGG AVE

CALLE REAL

SOMERSET DR
DR

HANNAPAREJO
DR
217
NTS
TYPICAL SECTION NO. 1
MEDIAN
WIDTH
(VARIES)

0.19'

R&R (SEE PLAN FOR

LOCATION & DEPTH)
HMA LIFT THICKNESS:

1. 0.19' HMA-SP85 (PG 64-10) SURFACE COURSE.

ALTERNATE PAVEMENT EDGE

SHOULDER BACKING

PER DETAIL

0.19' BELOW

PAVEMENT
EDGE
NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.
16+00 17+00 18+00 19+00 20+00 21+00 22+

TYPE IV (L) ARROW
(TYP.)

EXISTING FIRE HYDRANT

REPLACE BLUE MARKER
DETAIL 39DETAIL 12 WITH TYPE G MARKERSDETAIL 25 WITH TYPE D MARKERSDETAIL 25 WITH TYPE D MARKERSDETAIL 12 WITH TYPE G MARKERSDETAIL 39A WITH GREEN PAINT DETAIL 39
11' MIN. 11' MIN.
4' MIN.
11' MIN. 11' MIN.
4' MIN.
11'
200'
50'
138.5'
DETAIL 39A WITH GREEN PAINT AT BUS STOP
50'

MARAVILLA
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_CALLE REAL - (NORTH KELLOGG AVE TO CITY LIMITS).DWG Plot Date: 1/23/2025 3:15 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)

KEY MAP
NTS
MATCHLINE STA 15+50 - SEE SHEET 5
MATCHLINE STA 22+00 - SEE SHEET 7

CALLE REAL

NORTH KELLOGG AVENUE TO CITY LIMITS
MATCHLINE STA 15+50 - SEE SHEET 5
MATCHLINE STA 22+00 - SEE SHEET 7

BORING LOG
NO. HMA CTB FABRIC (Y/N)
C2 6-1/4" - N
C8 6" - N
C9 5" -N
*CORING DATA IS FOR INFORMATION ONLY. EXISTING

SECTION MAY VARY FROM SECTION(S) FOUND AT
CORING LOCATION(S). FABRIC MAY BE PRESENT IN

SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

BASE BID
STA 15+50 TO STA 22+00

CALLE REAL - PAVEMENT TREATMENT LIMITS

CALLE REAL - STRIPING LAYOUT
14 MARAVILLA
R&R 0.33' HMA
(~12'X40')
R&R 0.33' HMA
(~6'X12')
R&R 0.33' HMA
(~6'X6')
R&R 0.33' HMA
(~6'X6') R&R 0.33' HMA
(~6'X25')
R&R 0.33' HMA
(~6'X39')
R&R 0.33' HMA
(~24'X275')
R&R 0.33' HMA
(~6'X12')
R&R 0.33' HMA
(~6'X6')
R&R 0.33' HMA
(~12'X125')
54 +00 23+00 24+00 25+00 26+00 27+00 28+00
C3
C7
C4
TYPICAL SECTION NO. 1
TYPICAL SECTION NO. 2
3 N KELLOGG AVE

CALLE REAL

SOMERSET DR
DR

HANNAPAREJO
DR
217
NTS
TYPICAL SECTION NO. 1
MEDIAN
WIDTH
(VARIES)

0.19'

R&R (SEE PLAN FOR

LOCATION & DEPTH)
HMA LIFT THICKNESS:

1. 0.19' HMA-SP85 (PG 64-10) SURFACE COURSE.

ALTERNATE PAVEMENT EDGE

SHOULDER BACKING

PER DETAIL

0.19' BELOW

PAVEMENT
EDGE
NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.
+00 23+00 24+00 25+00 26+00 27+00 28+00
16°'
DETAIL 39DETAIL 12 WITH TYPE G MARKERSDETAIL 25 WITH TYPE D MARKERSDETAIL 25 WITH TYPE D MARKERSDETAIL 12 WITH TYPE G MARKERSDETAIL 39A WITH GREEN PAINT DETAIL 39

REPLACE EXISTINGLADDER STYLECROSSWALK
REPLACE EXISTINGSTOP BAR(2 FT. WIDE) (TYP.)
11' MIN. 11' MIN.11' MIN.11' MIN. 5' MIN.
5' MIN.
200'
50'
50'

MARAVILLA
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_CALLE REAL - (NORTH KELLOGG AVE TO CITY LIMITS).DWG Plot Date: 1/23/2025 3:15 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)

KEY MAP
NTS
MATCHLINE STA 28+50 - SEE SHEET 8
MATCHLINE STA 22+00 - SEE SHEET 6

CALLE REAL

NORTH KELLOGG AVENUE TO CITY LIMITS
MATCHLINE STA 28+50 - SEE SHEET 8
MATCHLINE STA 22+00 - SEE SHEET 6

BORING LOG
NO. HMA CTB FABRIC (Y/N)
C3 10" - N
C4 10-1/2" - N
C7 5-1/2" - N
*CORING DATA IS FOR INFORMATION ONLY. EXISTING

SECTION MAY VARY FROM SECTION(S) FOUND AT
CORING LOCATION(S). FABRIC MAY BE PRESENT IN

SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

BASE BID
STA 22+00 TO STA 28+50

CALLE REAL - PAVEMENT TREATMENT LIMITS

CALLE REAL - STRIPING LAYOUT
15 SANTA BARABRA COUNTY
FIRE STATION 12
R&R 0.33' HMA
(~12'X125') R&R 0.33' HMA
(~12'X50')
R&R 0.33' HMA
(~16'X128')
R&R 0.33' HMA
(~6'X6')
INSTALL SHOULDER BACKING R&R 0.33' HMA
(~12'X146')
R&R 0.33' HMA
(~27'X25') R&R 0.33' HMA
(~15'X16')
R&R 0.33' HMA
(~12'X88')
R&R 0.33' HMA
(~6'X12')
R&R 0.33' HMA
(~10'X12')
R&R 0.33' HMA
(~24'X120')
7 6
29+00
30+00
31+00
32+00
33+00
C6
C5
TYPICAL SECTION NO. 1

CITY LIMITS

N KELLOGG AVE

CALLE REAL

SOMERSET DR
DR

HANNAPAREJO
DR
217
NTS
TYPICAL SECTION NO. 1
MEDIAN
WIDTH
(VARIES)

0.19'

R&R (SEE PLAN FOR

LOCATION & DEPTH)
HMA LIFT THICKNESS:

1. 0.19' HMA-SP85 (PG 64-10) SURFACE COURSE.

ALTERNATE PAVEMENT EDGE

SHOULDER BACKING

PER DETAIL

0.19' BELOW

PAVEMENT
EDGE
NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.
29+00
30+00
31+00
32+00
33+00

SANTA BARABRA COUNTY
FIRE STATION 12
DETAIL 32
DETAIL 25 WITH TYPE D MARKERSDETAIL 12 WITH TYPE G MARKERSDETAIL 39 DETAIL 12 WITH TYPE G MARKERSDETAIL 39
DETAIL 39A WITH GREEN PAINT
DETAIL 38A
20°'

TYPE IV (L) ARROW
(TYP.)
DETAIL 25 WITH TYPE D MARKERS
DETAIL 39A WITH GREEN PAINT
DETAIL 25 WITH TYPE D MARKERS
DETAIL 25 WITH TYPE D MARKERS
HELMETED BICYCLIST SYMBOL MUTCDFIGURE 9C-3 WHITE AND GREEN PAINT (TYP.) 10'
11' MIN. 11' MIN.
11' MIN.11' MIN.
14'
5' MIN.
5' MIN.
100'
±35'
±35'
±97'
193'

CITY LIMITS
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_CALLE REAL - (NORTH KELLOGG AVE TO CITY LIMITS).DWG Plot Date: 1/23/2025 3:15 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)

KEY MAP
NTS
MATCHLINE STA 28+50 - SEE SHEET
7 CALLE REAL

NORTH KELLOGG AVENUE TO CITY LIMITS
MATCHLINE STA 28+50 - SEE SHEET
7 BORING LOG
NO. HMA CTB FABRIC (Y/N)
C5 7" 3-1/2" N
C6 6" 4" N
*CORING DATA IS FOR INFORMATION ONLY. EXISTING

SECTION MAY VARY FROM SECTION(S) FOUND AT
CORING LOCATION(S). FABRIC MAY BE PRESENT IN

SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

BASE BID
STA 28+50 TO STA 33+65

CALLE REAL - PAVEMENT TREATMENT LIMITS

CALLE REAL - STRIPING LAYOUT
16 N KELLOGG AVE

SOMERSET DR
DR

HANNAPAREJO
DR
217

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

ENCINA RD

CALLE REAL

CATHEDRAL OAKS RD

KINGSTON AVE

ARMITOS AVE

MANDARIN DR

ALONDRA DR
CAMINO

CAMPANA

BERKELEY RD

SHIRRELL WAY

STOW CANYON RDVIA SALERNO

SAN PATRICIO DR

LA GOLETA RD

KINGS WAY

NORTH FAIRVIEW AVENUE
R&R 0.33' HMA
(~18'X40')
TYPICAL SECTION NO. 2
10+00
11+00
12+00
13+00
14+00
15+00
16+
TRANSVERSE PAVING LIMIT B C1
8 9
SEE SHEET 18 FOR WORK ON KINGS WAY
SEE SHEET 53 FOR CURB

RAMP ENLARGEMENT
SEE SHEET 53 FOR CURB

RAMP ENLARGEMENT
NTS
TYPICAL SECTION NO. 2

0.17' BELOW

GUTTER LIP

0.17' BELOW

GUTTER LIP
5'5'

0.17'

R&R (SEE PLAN FOR

LOCATION & DEPTH)
HMA LIFT THICKNESS:

1. 0.17' TO 0.27' HMA-SP50 (PG 64-10) SURFACE COURSE.

TAPER FROM 0.17' TO 0.27' OVER 5'.

NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.

KINGS WAY
10+00
11+00
12+00
13+00
14+00
15+00
16+

NORTH FAIRVIEW AVENUE

STOP SYMBOL
(TYP.)

SHARED ROADWAY BICYCLE MARKING
(TYP.)
CONTINENTAL STYLE CROSSWALK(TYP.)
DETAIL 27C PARKING LINE (TYP.)DETAIL 27B PARKING LINE (TYP.) DETAIL 27B PARKING LINE (TYP.)

EXISTING FIRE HYDRANT

REPLACE BLUE
MARKER
100'

CONTINENTAL STYLE CROSSWALK
2' WIDE BARS BY 12' LONG (TYP.)
1' WIDE STANDARD
STOP BAR (TYP.)10'
10' 10' 10'
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY ROAD - (FAIRVIEW AVENUE TO CITY LIMITS).DWG Plot Date: 1/23/2025 3:15 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)
MATCHLINE STA 16+00 - SEE SHEET 10 MATCHLINE STA 16+00 - SEE SHEET 10

KEY MAP
NTS

BERKELEY ROAD

NORTH FAIRVIEW AVENUE TO SYLVAN
DRIVE

BORING LOG
NO. HMA AB R-VALUE FABRIC (Y/N)
C1 5-3/4" 12" 12 Y
*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC

MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

BERKELEY ROAD - PAVEMENT TREATMENT LIMITS

BERKELEY ROAD - STRIPING LAYOUT

BASE BID
STA 10+00 TO STA 16+00
STRIPING NOTES:

1. CROSSWALK, STOP BAR & STOP SYMBOL ON KINGS WAY
SHALL BE APPLIED WITH PAINT .
17 ALBANY COURT
R&R 0.33' HMA
(~8'X12')
TYPICAL SECTION NO. 2
R&R 0.33' HMA
(~10'X80')
+00
17+00
18+00
19+00
20+00
21+00
C2
11 10
13 12

DANBURY COURT

ALBANY COURT

N KELLOGG AVE

SOMERSET DR
DR

HANNAPAREJO
DR
217

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

ENCINA RD

CALLE REAL

CATHEDRAL OAKS RD

KINGSTON AVE

ARMITOS AVE

MANDARIN DR

ALONDRA DR
CAMINO

CAMPANA

BERKELEY RD

SHIRRELL WAY

STOW CANYON RDVIA SALERNO

SAN PATRICIO DR

LA GOLETA RD
NTS
TYPICAL SECTION NO. 2

0.17' BELOW

GUTTER LIP

0.17' BELOW

GUTTER LIP
5'5'

0.17'

R&R (SEE PLAN FOR

LOCATION & DEPTH)
HMA LIFT THICKNESS:

1. 0.17' TO 0.27' HMA-SP50 (PG 64-10) SURFACE COURSE.

TAPER FROM 0.17' TO 0.27' OVER 5'.

NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.
+00
17+00
18+00
19+00
20+00
21+00

DANBURY COURT

ALBANY COURT EXISTING FIRE HYDRANTREPLACE BLUEMARKER

STOP SYMBOL
(TYP.)

CONTINENTAL STYLE CROSSWALK
2' WIDE BARS BY 12' LONG (TYP.)
1' WIDE STANDARD
STOP BAR (TYP.)
10' 10'
10'
10'
DETAIL 27B PARKING LINE (TYP.)DETAIL 27B PARKING LINE (TYP.)

SHARED ROADWAY BICYCLE MARKING
(TYP.)
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY ROAD - (FAIRVIEW AVENUE TO CITY LIMITS).DWG Plot Date: 1/23/2025 3:15 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)
MATCHLINE STA 21+75 - SEE SHEET
11 MATCHLINE STA 16+00 - SEE SHEET 9
MATCHLINE STA 21+75 - SEE SHEET
11 MATCHLINE STA 16+00 - SEE SHEET 9

KEY MAP
NTS

BERKELEY ROAD

NORTH FAIRVIEW AVENUE TO SYLVAN
DRIVE

BORING LOG
NO. HMA AB R-VALUE FABRIC (Y/N)
C2 5" 14" -Y
*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC

MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

BASE BID
STA 16+00 TO STA 21+75

BERKELEY ROAD - PAVEMENT TREATMENT LIMITS

BERKELEY ROAD - STRIPING LAYOUT
STRIPING NOTES:

1. CROSSWALK, STOP BAR & STOP SYMBOL ON DANBURY

COURT & ALBANY COURT WAY SHALL BE APPLIED WITH
PAINT .
18 R&R 0.33' HMA
(~24'X968')
22+00
23+00
24+00
25+00
26+00
27+00
28+
TYPICAL SECTION NO. 2
C3
15 14
1716
WAKEFIELD ROAD ARUNDEL ROADSEE SHEETS 14 & 18 - 20 FOR WORK ON WAKEFIELD ROAD SEE SHEETS 15 & 21 - 23 FOR WORK ON ARUNDEL ROAD

N KELLOGG AVE

SOMERSET DR
DR

HANNAPAREJO
DR
217

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

ENCINA RD

CALLE REAL

CATHEDRAL OAKS RD

KINGSTON AVE

ARMITOS AVE

MANDARIN DR

ALONDRA DR
CAMINO

CAMPANA

BERKELEY RD

SHIRRELL WAY

STOW CANYON RDVIA SALERNO

SAN PATRICIO DR

LA GOLETA RD
NTS
TYPICAL SECTION NO. 2

0.17' BELOW

GUTTER LIP

0.17' BELOW

GUTTER LIP
5'5'

0.17'

R&R (SEE PLAN FOR

LOCATION & DEPTH)
HMA LIFT THICKNESS:

1. 0.17' TO 0.27' HMA-SP50 (PG 64-10) SURFACE COURSE.

TAPER FROM 0.17' TO 0.27' OVER 5'.

NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.
22+00
23+00
24+00
25+00
26+00
27+00
28+

WAKEFIELD ROAD ARUNDEL ROAD

EXISTING FIRE HYDRANT

REPLACE BLUEMARKER

STOP SYMBOL
(TYP.)

CONTINENTAL STYLE CROSSWALK
2' WIDE BARS BY 12' LONG (TYP.)
1' WIDE STANDARD
STOP BAR (TYP.)
10'
10'
10'
10'
DETAIL 27B PARKING LINE (TYP.)DETAIL 27B PARKING LINE (TYP.)

SHARED ROADWAY BICYCLE MARKING
(TYP.)
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY ROAD - (FAIRVIEW AVENUE TO CITY LIMITS).DWG Plot Date: 1/23/2025 3:15 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)
MATCHLINE STA 28+00 - SEE SHEET 12
MATCHLINE STA 21+75 - SEE SHEET
10 MATCHLINE STA 28+00 - SEE SHEET 12
MATCHLINE STA 21+75 - SEE SHEET
10 KEY MAP
NTS

BERKELEY ROAD

NORTH FAIRVIEW AVENUE TO SYLVAN
DRIVE

BORING LOG
NO. HMA AB R-VALUE FABRIC (Y/N)
C3 5-1/2" 6" 10 Y
*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC

MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

BASE BID
STA 21+75 TO STA 28+00

BERKELEY ROAD - PAVEMENT TREATMENT LIMITS

BERKELEY ROAD - STRIPING LAYOUT
STRIPING NOTES:

1. CROSSWALK, STOP BAR & STOP SYMBOL ON WAKEFIELD
ROAD & ARUNDEL ROAD SHALL BE APPLIED WITH PAINT .
19 R&R 0.33' HMA
(~24'X968')

R&R PCC C&G
(~43LF)
R&R 0.33' HMA
(~8'X50')
28+00
29+00
30+00
31+00
32+00
33+00

TRANSVERSE PAVING LIMIT B
TYPICAL SECTION NO. 2
18 19
22 20
21 20'
R&R 0.33' HMA
(~12'X36')

SYLVAN DRIVE
PAVEMENT TRANSITION B1
(SEE CONSTRUCTION NOTES)
C4 R&R 0.33' HMA
(~6'X43')

N KELLOGG AVE

SOMERSET DR
DR

HANNAPAREJO
DR
217

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

ENCINA RD

CALLE REAL

CATHEDRAL OAKS RD

KINGSTON AVE

ARMITOS AVE

MANDARIN DR

ALONDRA DR
CAMINO

CAMPANA

BERKELEY RD

SHIRRELL WAY

STOW CANYON RDVIA SALERNO

SAN PATRICIO DR

LA GOLETA RD
NTS
TYPICAL SECTION NO. 2

0.17' BELOW

GUTTER LIP

0.17' BELOW

GUTTER LIP
5'5'

0.17'

R&R (SEE PLAN FOR

LOCATION & DEPTH)
HMA LIFT THICKNESS:

1. 0.17' TO 0.27' HMA-SP50 (PG 64-10) SURFACE COURSE.

TAPER FROM 0.17' TO 0.27' OVER 5'.

NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.
28+00
29+00
30+00
31+00
32+00
33+00
DETAIL 27B PARKING LINE (TYP.)
DETAIL 27B PARKING LINE (TYP.)
DETAIL 22

EXISTING FIRE HYDRANT

REPLACE BLUE
MARKER
STOP SYMBOL(TYP.)
CONTINENTAL STYLE CROSSWALK2' WIDE BARS BY 12' LONG (TYP.) 1' WIDE STANDARD STOP BAR (TYP.)
START DETAIL 22 ATSTATION 28+25
10'
10'
10'
10'

SHARED ROADWAY BICYCLE MARKING
(TYP.)

SYLVAN DRIVE
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY ROAD - (FAIRVIEW AVENUE TO CITY LIMITS).DWG Plot Date: 1/23/2025 3:15 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)
MATCHLINE STA 28+00 - SEE SHEET
11 KEY MAP
NTS

BERKELEY ROAD

NORTH FAIRVIEW AVENUE TO SYLVAN
DRIVE

BORING LOG
NO. HMA AB R-VALUE FABRIC (Y/N)
C4 5" 6" - Y
*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC

MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

MATCHLINE STA 28+00 - SEE SHEET
11 CONSTRUCTION NOTES:

1. IF BERKELEY ROAD (SYLVAN DRIVE TO EAST END) IS
INCLUDED IN PROJECT, USE "PAVEMENT TRANSITION B2" AT
PAVING LIMITS AS SEEN ON SHEET 41. OTHERWISE, USE
"PAVEMENT TRANSITION B1".

BASE BID
STA 28+00 TO STA 32+70

BERKELEY ROAD - PAVEMENT TREATMENT LIMITS

BERKELEY ROAD - STRIPING LAYOUT
20 STOW CANYON ROAD

VIA FIORI

VIA FIORI
INSTALL HMA DIKE, TYPE A (TYP.)

REMOVE PCC RAMP
R&R 0.33' HMA
(~21'X55')
R&R 0.33' HMA
(~8'X12')
R&R 0.33' HMA
(~9'X12')
R&R 0.33' HMA
(~9'X28')
R&R 0.33' HMA
(~6'X6')
TYPICAL SECTION NO. 3
20+00
21+00
22+00
23+00
24+00

NORTH FAIRVIEW AVENUE
10+00
11+00
12+00
13+00

TRANSVERSE PAVING LIMIT D

VIA FIORI
TYPICAL SECTION NO. 3
25+00
26+00
E

SOMERSET DR

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

CATHEDRAL OAKS RD
CAMINO

CAMPANA
LL WAY

STOW CANYON RD
LA
NTS
TYPICAL SECTION NO. 3
5'5'
3/8" HMA LEVELING COURSE
HMA-SP50 (PG 64-10) NEW PAVEMENT SURFACE
EX. PAVEMENT

SURFACE

R&R (SEE PLAN FOR

LOCATION & DEPTH)

ALTERNATE PAVEMENT EDGE

HMA DIKE,
TYPE A

0.25'
TAPER LEVELING COURSE OVER 5' TO 0" THICKNESS, 0.25'
FROM GUTTER LIP OR FL @ HMA DIKE (TYP.)

0.25'
5'
3"

0.17'
MATCHLINE STA 24+75 - SEE ABOVE RIGHT
MATCHLINE STA 24+75 - SEE BELOW LEFT
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY-FAIRVIEW NEIGHBORHOOD (REHAB).DWG Plot Date: 1/23/2025 3:15 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

NORTHEAST GOLETA

NEIGHBORHOOD

KEY MAP

NTS NTS

BASE BID
STRIPING NOTES:

1. STRIPING AS SHOWN REPRESENTS EXISTING. CONTRACTOR

SHALL REPLACE IN KIND WITH PAINT ANY STRIPING
REMOVED FROM DIGOUTS OR COVERED FROM PAVING.
21 STOW CANYON ROAD STOW CANYON ROAD

WAKEFIELD ROAD

WAKEFIELD ROAD

TRANSVERSE PAVING LIMIT D
R&R 0.33' HMA
(~12'X30')
R&R 0.33' HMA
(~8'X14')
R&R 0.33' HMA
(~8'X17')
R&R 0.33' HMA
(~6'X31')
TYPICAL SECTION NO. 3
TYPICAL SECTION NO. 3
R
R R
89+0090+0091+00
40+00
41+00
42+00
43+00
44+00
45+00

R&R PCC C&G
(~30LF)

R&R PCC C&G
(~14LF)

R&R PCC C&G
(~17LF)

TRANSVERSE PAVING LIMIT D

TRANSVERSE PAVING LIMIT D
E

SOMERSET DR

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

CATHEDRAL OAKS RD
CAMINO

CAMPANA
LL WAY

STOW CANYON RD
LA
NTS
TYPICAL SECTION NO. 3
5'5'
3/8" HMA LEVELING COURSE
HMA-SP50 (PG 64-10) NEW PAVEMENT SURFACE
EX. PAVEMENT

SURFACE

R&R (SEE PLAN FOR

LOCATION & DEPTH)

ALTERNATE PAVEMENT EDGE

HMA DIKE,
TYPE A

0.25'
TAPER LEVELING COURSE OVER 5' TO 0" THICKNESS, 0.25'
FROM GUTTER LIP OR FL @ HMA DIKE (TYP.)

0.25'
5'
3"

0.17'
MATCHLINE STA 45+75 - SEE SHEET
15 CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY-FAIRVIEW NEIGHBORHOOD (REHAB).DWG Plot Date: 1/23/2025 3:16 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

NORTHEAST GOLETA

NEIGHBORHOOD

KEY MAP

NTS NTS
MATCHLINE STA 91+75 - SEE SHEET
20 MATCHLINE STA 88+50 - SEE SHEET
19 BASE BID
22 ARUNDEL ROAD

STOW CANYON ROAD

W CANYO
R&R 0.33' HMA
(~6'X73')
R&R 0.33' HMA
(~6'X15')
TYPICAL SECTION NO. 3
25-30'
25-30'
46+00
47+00
48+00
49+00
50+00
51+00
52+00
11+
109+00110+00111+00

R&R PCC C&G
(~10LF)
R&R 0.33' HMA
(~8'X10') R

TRANSVERSE PAVING LIMIT D

TRANSVERSE PAVING LIMIT D
E

SOMERSET DR

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

CATHEDRAL OAKS RD
CAMINO

CAMPANA
LL WAY

STOW CANYON RD
LA
NTS
TYPICAL SECTION NO. 3
5'5'
3/8" HMA LEVELING COURSE
HMA-SP50 (PG 64-10) NEW PAVEMENT SURFACE
EX. PAVEMENT

SURFACE

R&R (SEE PLAN FOR

LOCATION & DEPTH)

ALTERNATE PAVEMENT EDGE

HMA DIKE,
TYPE A

0.25'
TAPER LEVELING COURSE OVER 5' TO 0" THICKNESS, 0.25'
FROM GUTTER LIP OR FL @ HMA DIKE (TYP.)

0.25'
5'
3"

0.17'
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY-FAIRVIEW NEIGHBORHOOD (REHAB).DWG Plot Date: 1/23/2025 3:16 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

NORTHEAST GOLETA

NEIGHBORHOOD

KEY MAP

NTS NTS
MATCHLINE STA 52+25 - SEE SHEET
16 MATCHLINE STA 45+75 - SEE SHEET
14 MATCHLINE STA 108+75 - SEE SHEET
22 MATCHLINE STA 111+50 - SEE SHEET
23 BASE BID
STRIPING NOTES:

1. STRIPING AS SHOWN REPRESENTS EXISTING. CONTRACTOR

SHALL REPLACE IN KIND WITH PAINT ANY STRIPING
REMOVED FROM DIGOUTS OR COVERED FROM PAVING.
23 STOW CANYON ROAD

STOW CANYON ROAD

DARA ROAD
TYPICAL SECTION NO. 3
52+00
53+00
54+00
55+00
56+00
57+00
10+00
11+00
20+00
21+00
22+00
E

SOMERSET DR

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

CATHEDRAL OAKS RD
CAMINO

CAMPANA
LL WAY

STOW CANYON RD
LA
NTS
TYPICAL SECTION NO. 3
5'5'
3/8" HMA LEVELING COURSE
HMA-SP50 (PG 64-10) NEW PAVEMENT SURFACE
EX. PAVEMENT

SURFACE

R&R (SEE PLAN FOR

LOCATION & DEPTH)

ALTERNATE PAVEMENT EDGE

HMA DIKE,
TYPE A

0.25'
TAPER LEVELING COURSE OVER 5' TO 0" THICKNESS, 0.25'
FROM GUTTER LIP OR FL @ HMA DIKE (TYP.)

0.25'
5'
3"

0.17'
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY-FAIRVIEW NEIGHBORHOOD (REHAB).DWG Plot Date: 1/23/2025 3:16 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

NORTHEAST GOLETA

NEIGHBORHOOD

KEY MAP

NTS NTS
MATCHLINE STA 57+75 - SEE SHEET
17 MATCHLINE STA 52+25 - SEE SHEET
15 MATCHLINE STA 22+25 - SEE SHEET
24 BASE BID
24 E

SOMERSET DR

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

CATHEDRAL OAKS RD
CAMINO

CAMPANA
LL WAY

STOW CANYON RD
LA

STOW CANYON ROAD

STOW CANYON ROAD

CAMBRIDGE DRIVE
R&R 0.33' HMA
(~8'X12')
TYPICAL SECTION NO. 3
TYPICAL SECTION NO. 3
58+00
59+00
60+00
61+00
62+00
90+00

TRANSVERSE PAVING LIMIT D

TRANSVERSE PAVING LIMIT D
NTS
TYPICAL SECTION NO. 3
5'5'
3/8" HMA LEVELING COURSE
HMA-SP50 (PG 64-10) NEW PAVEMENT SURFACE
EX. PAVEMENT

SURFACE

R&R (SEE PLAN FOR

LOCATION & DEPTH)

ALTERNATE PAVEMENT EDGE

HMA DIKE,
TYPE A

0.25'
TAPER LEVELING COURSE OVER 5' TO 0" THICKNESS, 0.25'
FROM GUTTER LIP OR FL @ HMA DIKE (TYP.)

0.25'
5'
3"

0.17'
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY-FAIRVIEW NEIGHBORHOOD (REHAB).DWG Plot Date: 1/23/2025 3:16 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

NORTHEAST GOLETA

NEIGHBORHOOD

KEY MAP

NTS NTS
MATCHLINE STA 57+25 - SEE SHEET
16 BASE BID
STRIPING NOTES:

1. STRIPING AS SHOWN REPRESENTS EXISTING. CONTRACTOR

SHALL REPLACE IN KIND WITH PAINT ANY STRIPING
REMOVED FROM DIGOUTS OR COVERED FROM PAVING.
25 WAKEFIELD ROAD

BERKELEY ROAD
80+00
81+00
82+00
83+00
SEE SHEETS 9 - 12 FOR WORK ON

BERKELEY ROAD (NORTH FAIRVIEW

AVENUE TO SYLVAN DRIVE)

R&R PCC C&G
(~43LF)
R&R 0.33' HMA
(~8'X43')R
SEE SHEET 10 FOR STRIPING

ON WAKEFIELD ROAD AT

BERKELEY ROAD
E

SOMERSET DR

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

CATHEDRAL OAKS RD
CAMINO

CAMPANA
LL WAY

STOW CANYON RD
LA

KINGS WAY

BERKELEY ROAD
SEE SHEETS 9 - 12 FOR WORK ON

BERKELEY ROAD (NORTH FAIRVIEW

AVENUE TO SYLVAN DRIVE)
R&R 0.33' HMA
(~12'X17')
R&R 0.33' HMA
(~10'X40')
R&R 0.33' HMA
(~6'X30')
R
R
R
15+00
50+0051+0052+0053+00

R&R PCC C&G
(~30LF)

R&R PCC C&G
(~17LF)

R&R PCC C&G
(~40LF)
SEE SHEET 9 FOR

STRIPING ON KINGS WAY

AT BERKELEY ROAD
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY-FAIRVIEW NEIGHBORHOOD (REHAB).DWG Plot Date: 1/23/2025 3:16 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

NORTHEAST GOLETA

NEIGHBORHOOD

KEY MAP

NTS NTS
MATCHLINE STA 83+50 - SEE SHEET
19 BASE BID
26 WAKEFIELD ROAD

CONNOR LANE

MARSTONE LANE
R&R 0.33' HMA
(~6'X15')
R&R 0.33' HMA
(~6'X11')
R&R 0.33' HMA
(~6'X6')
R&R 0.33' HMA
(~6'X45')
84+00
85+00
86+00
87+00
88+00
30+00 31+00
20+00 21+00
E

SOMERSET DR

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

CATHEDRAL OAKS RD
CAMINO

CAMPANA
LL WAY

STOW CANYON RD
LA
MATCHLINE STA 83+50 - SEE SHEET
18 CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY-FAIRVIEW NEIGHBORHOOD (REHAB).DWG Plot Date: 1/23/2025 3:16 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

NORTHEAST GOLETA

NEIGHBORHOOD

KEY MAP

NTS NTS
MATCHLINE STA 88+50 - SEE SHEET 14

BASE BID
27 WAKEFIELD ROAD

AZALEA WAY
R&R 0.33' HMA
(~6'X24')
R&R 0.33' HMA
(~6'X9')
R&R 0.33' HMA
(~13'X60')
92+00
93+00
94+00
10+00
11+00
12+00
E

SOMERSET DR

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

CATHEDRAL OAKS RD
CAMINO

CAMPANA
LL WAY

STOW CANYON RD
LA
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY-FAIRVIEW NEIGHBORHOOD (REHAB).DWG Plot Date: 1/23/2025 3:16 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

NORTHEAST GOLETA

NEIGHBORHOOD

KEY MAP

NTS NTS
MATCHLINE STA 91+75 - SEE SHEET
14 BASE BID
28 E

SOMERSET DR

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

CATHEDRAL OAKS RD
CAMINO

CAMPANA
LL WAY

STOW CANYON RDVIA SALERNO

SAN PATRICI
O

LA GOLETA RD

ARUNDEL ROAD

BERKELEY ROAD
SEE SHEETS 9 - 12 FOR WORK ON

BERKELEY ROAD (NORTH FAIRVIEW

AVENUE TO SYLVAN DRIVE)
R&R 0.33' HMA
(~12'X21')
26+00
100+00
101+00
102+00
103+00
104+00
105+
SEE SHEET 11 FOR STRIPING

ON ARUNDEL ROAD AT

BERKELEY ROAD
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY-FAIRVIEW NEIGHBORHOOD (REHAB).DWG Plot Date: 1/23/2025 3:16 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

NORTHEAST GOLETA

NEIGHBORHOOD

KEY MAP

NTS NTS
MATCHLINE STA 105+00 - SEE SHEET 22

BASE BID
29 E

SOMERSET DR

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

CATHEDRAL OAKS RD
CAMINO

CAMPANA
LL WAY

STOW CANYON RDVIA SALERNO

SAN PATRICI
O

LA GOLETA RD

ARUNDEL ROAD

LEEDS LANE

MALEY DRIVE
R&R 0.33' HMA
(~6'X6')
R&R 0.33' HMA
(~6'X24') R&R 0.33' HMA
(~6'X15')
R&R 0.33' HMA
(~8'X8')
R&R 0.33' HMA
(~12'X12')
5+00
106+00
107+00
108+00
20+00 21+00 22+00
15+00 16+00 17+00
R&R 0.33' HMA
(~10'X21')

R&R PCC C&G
(~21LF)
MATCHLINE STA 105+00 - SEE SHEET 21
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY-FAIRVIEW NEIGHBORHOOD (REHAB).DWG Plot Date: 1/23/2025 3:16 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

NORTHEAST GOLETA

NEIGHBORHOOD

KEY MAP

NTS NTS
MATCHLINE STA 108+75 - SEE SHEET 15

BASE BID
30 E

SOMERSET DR

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

CATHEDRAL OAKS RD
CAMINO

CAMPANA
LL WAY

STOW CANYON RD
LA

ARUNDEL ROAD
112+00
113+00
114+00
115+00

ARUNDEL ROAD

CATHEDRAL OAKS ROAD
R&R 0.33' HMA
(~6'X56')
R&R 0.33' HMA
(~8'X16')
R&R 0.33' HMA
(~14'X22')
116+00
117+00
118+00
119+00
MATCHLINE STA 115+50 - SEE ABOVE RIGHT
MATCHLINE STA 111+50 - SEE SHEET 15
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY-FAIRVIEW NEIGHBORHOOD (REHAB).DWG Plot Date: 1/23/2025 3:16 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

NORTHEAST GOLETA

NEIGHBORHOOD

KEY MAP

NTS NTS
MATCHLINE STA 115+50 - SEE BELOW LEFT

BASE BID
31 E

SOMERSET DR

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

CATHEDRAL OAKS RD
CAMINO

CAMPANA
LL WAY

STOW CANYON RD
LA

DARA ROAD

ANDAMAR WAY
23+00
24+00
25+00
26+00
27+00
70+00 +00
TYPICAL SECTION NO. 3
TYPICAL SECTION NO. 3

TRANSVERSE PAVING LIMIT D
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY-FAIRVIEW NEIGHBORHOOD (REHAB).DWG Plot Date: 1/23/2025 3:16 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

NORTHEAST GOLETA

NEIGHBORHOOD

KEY MAP
NTS NTSMATCHLINE STA 27+75 - SEE SHEET 25
MATCHLINE STA 22+25 - SEE SHEET
16 BASE BID
MATCHLINE STA 71+00 - SEE SHEET 26
32 E

SOMERSET DR

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

CATHEDRAL OAKS RD
CAMINO

CAMPANA
LL WAY

STOW CANYON RD
LA

ANDAMAR WAY

ANDAMAR WAY

DARA ROAD

CATHEDRAL OAKS ROAD
R&R 0.33' HMA
(~6'X6')
28+00
29+00
30+00
31+00
79+00
80+00
81+00
TYPICAL SECTION NO. 3
TYPICAL SECTION NO. 3
TYPICAL SECTION NO. 3

TRANSVERSE PAVING LIMIT D

TRANSVERSE PAVING LIMIT D

TRANSVERSE PAVING LIMIT D
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY-FAIRVIEW NEIGHBORHOOD (REHAB).DWG Plot Date: 1/23/2025 3:17 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

NORTHEAST GOLETA

NEIGHBORHOOD

KEY MAP

NTS NTS
MATCHLINE STA 27+75 - SEE SHEET 24

BASE BID
STRIPING NOTES:

1. STRIPING AS SHOWN REPRESENTS EXISTING. CONTRACTOR

SHALL REPLACE IN KIND WITH PAINT ANY STRIPING
REMOVED FROM DIGOUTS OR COVERED FROM PAVING.

MATCHLINE STA 78+50 - SEE SHEET
26 33
E

SOMERSET DR

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

CATHEDRAL OAKS RD
CAMINO

CAMPANA
LL WAY

STOW CANYON RD
LA

ANDAMAR WAY
AND
Y
71+00 72+00
73+00
74+00
75+00
76+00
77+00
78+00
TYPICAL SECTION NO. 3
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY-FAIRVIEW NEIGHBORHOOD (REHAB).DWG Plot Date: 1/23/2025 3:17 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

NORTHEAST GOLETA

NEIGHBORHOOD

KEY MAP

NTS NTS

BASE BID
MATCHLINE STA 71+00 - SEE SHEET
24 MATCHLINE STA 78+50 - SEE SHEET
24 34

HOLLISTER AVENUE

CATHEDRAL OAKS RD

PEBBLE BEACH DR

ELDERBERRY DRLAS ARMAS RD

VIA JERO
11+00
12+00
13+00
14+00
15+00
16+00
C4

CATHEDRAL OAKS ROAD
TREATMENT LIMIT @

CHANGE OF PAVEMENT
11+00
12+00
13+00
14+00
15+00
16+00

CATHEDRAL OAKS ROAD
DETAIL 22DETAIL 38DETAIL 39
DETAIL 27BDETAIL 39DETAIL 39DETAIL 22DETAIL 22DETAIL 39 DETAIL 39A WITH GREEN PAINT
DETAIL 39DETAIL 39
DETAIL 39
DETAIL 22DETAIL 38
TYPE IV (L) ARROW(TYP.)
HELMETED BICYCLIST SYMBOLMUTCD FIGURE 9C-3WHITE AND GREEN PAINT(TYP.) STOP SYMBOL(TYP.)
TYPE IV (R) ARROW(TYP.)
DETAIL 39A WITH GREEN PAINT

HELMETED BICYCLIST SYMBOL
MUTCD FIGURE 9C-3WHITE PAINT (TYP.)

REPLACE BLUE MARKER
5'

11.5' 12.5'
±5.5'
±11'
10'
12'
11'
6'
11'±7.25'

EXISTING FIRE HYDRANT
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_HOLLISTER AVENUE (CATHEDRAL OAKS ROAD TO PEBBLE BEACH ROAD).DWG Plot Date: 1/23/2025 3:17 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)

KEY MAP
NTS

HOLLISTER AVENUE

CATHEDRAL OAKS ROAD TO

PEBBLE BEACH DRIVE

BORING LOG
NO. HMA PCC FABRIC (Y/N)
C4 11-1/2" - Y
*CORING DATA IS FOR INFORMATION ONLY. EXISTING

SECTION MAY VARY FROM SECTION(S) FOUND AT
CORING LOCATION(S). FABRIC MAY BE PRESENT IN

SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

MATCHLINE STA 16+75 - SEE SHEET
28 BASE BID
STA 10+72 TO STA 16+75

HOLLISTER AVENUE - PAVEMENT TREATMENT LIMITS

HOLLISTER AVENUE - STRIPING LAYOUT
MATCHLINE STA 16+75 - SEE SHEET
28 35
17+00
18+00
19+00
20+00 21+00
22+00 23+00
C3

WHIMBREL LANE
R&R 0.25' HMA
(~10'X50')
R&R 0.25' HMA
(~10'X557')
C2

WHIMBREL LANE
17+00
18+00
19+00
20+00 21+00
22+00 23+00

WHIMBREL LANE

WHIMBREL LANE
DETAIL 22DETAIL 39
DETAIL 39DETAIL 38 DETAIL 32 DETAIL 39
DETAIL 39A WITH GREEN PAINT
DETAIL 39DETAIL 24DETAIL 24
L 22 38

REPLACE BLUE MARKER

6.5'
11'11.25'11.25'
7'

5.75'
11'11'

6.5'

EXISTING FIRE HYDRANT

TYPE IV (L) ARROW
(TYP.)
HELMETED BICYCLIST SYMBOLMUTCD FIGURE 9C-3WHITE AND GREEN PAINT (TYP.)

HOLLISTER AVENUE

CATHEDRAL OAKS RD

PEBBLE BEACH DR

ELDERBERRY DRLAS ARMAS RD

VIA JERO

HOLLISTER AVENUE

CATHEDRAL OAKS ROAD TO

PEBBLE BEACH DRIVE

BASE BID
STA 16+75 TO STA 23+25
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_HOLLISTER AVENUE (CATHEDRAL OAKS ROAD TO PEBBLE BEACH ROAD).DWG Plot Date: 1/23/2025 3:17 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)

HOLLISTER AVENUE - PAVEMENT TREATMENT LIMITS

HOLLISTER AVENUE - STRIPING LAYOUT
MATCHLINE STA 16+75 - SEE SHEET
27 MATCHLINE STA 23+25 - SEE SHEET 29
MATCHLINE STA 16+75 - SEE SHEET
27 MATCHLINE STA 23+25 - SEE SHEET 29

BORING LOG
NO. HMA PCC FABRIC (Y/N)
C2 9" - Y
C3 11-1/2" - N
*CORING DATA IS FOR INFORMATION ONLY. EXISTING

SECTION MAY VARY FROM SECTION(S) FOUND AT
CORING LOCATION(S). FABRIC MAY BE PRESENT IN

SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

KEY MAP
NTS
36 24+00
25+00 26+00
27+00
28+00
29+00
C1
R&R 0.25' HMA
(~6'X107')
R&R 0.50' HMA
(~10'X63')
R&R 0.25' HMA
(~10'X557')
10'
16'
R&R 0.25' HMA
(~1,330SF)
R&R 0.25' HMA
(~6'X130')
R&(~

HOLLISTER AVENUE

CATHEDRAL OAKS RD

PEBBLE BEACH DR

ELDERBERRY DRLAS ARMAS RD

VIA JERO
24+00
25+00 26+00
27+00
28+00
29+00
DETAIL 39
DETAIL 39
DE
DETAIL 24DETAIL 24DETAIL 39
D
DETAIL 39DETAIL 39DETAIL 38
D
DETAIL 22
DE
6'
11'11'
±7.25'
11'
6'
11'11'

6.5'

HOLLISTER AVENUE

CATHEDRAL OAKS ROAD TO

ELDERBERRY DRIVE

BASE BID
STA 23+25 TO STA 29+00
MATCHLINE STA 23+25 - SEE SHEET 28
MATCHLINE STA 29+00 - SEE SHEET
30 BORING LOG
NO. HMA PCC FABRIC (Y/N)
C1 9" - N
*CORING DATA IS FOR INFORMATION ONLY. EXISTING

SECTION MAY VARY FROM SECTION(S) FOUND AT
CORING LOCATION(S). FABRIC MAY BE PRESENT IN

SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_HOLLISTER AVENUE (CATHEDRAL OAKS ROAD TO PEBBLE BEACH ROAD).DWG Plot Date: 1/23/2025 3:17 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)

KEY MAP
NTS

HOLLISTER AVENUE - PAVEMENT TREATMENT LIMITS

HOLLISTER AVENUE - STRIPING LAYOUT
MATCHLINE STA 29+00 - SEE SHEET
30 MATCHLINE STA 23+25 - SEE SHEET 28
37 29+00
30+00
31+00
32+00
33+00
34+00
35+00

LAS ARMAS ROAD
C5

ELDERBERRY DRIVE
TYPICAL SECTION NO. 4
(COLD PLANE & REPLACE 0.67')
TYPICAL SECTION NO. 4
(COLD PLANE & REPLACE 0.33')TREATMENT LIMITS @

CHANGE OF PAVEMENT
R&R 0.25' HMA
(~6'X130')
R&R 0.25' HMA
(~6'X40')
R&R 0.25' HMA
(~6'X193')
R&R 0.25' HMA
(~10'X15')
26'
16'
17'

HOLLISTER AVENUE

CATHEDRAL OAKS RD

PEBBLE BEACH DR

ELDERBERRY DRLAS ARMAS RD

VIA JERO
NTS
TYPICAL SECTION NO. 4

0.67'

EB LANE
(VARIES)

WB LANE
(VARIES)
ALTERNATE PAVEMENT EDGE 1

R&R (SEE PLAN FOR

LOCATION & DEPTH)

0.33'
HMA LIFT THICKNESSES:

1. 0.33' HMA-SP85 (PG 64-10) BASE COURSE (EB LANE ONLY).

2. 0.17' HMA-SP85 (PG 64-10) INTERMEDIATE COURSE (EB AND WB LANES).

3. 0.17' HMA-SP85 (PG 64-10) SURFACE COURSE (EB AND WB LANES).

APPLY FOG SEAL
TO EX. HMA DIKE
EX. HMA WALKWAY
(WHERE APPLICABLE)
NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.

LAS ARMAS ROAD
L 39
DETAIL 39
DETAIL 39DETAIL 39
38 DETAIL 38
22 DETAIL 22
DETAIL 39A WITH GREEN PAINT
DETAIL 29
DETAIL 39A WITH GREEN PAINTDETAIL 39A WITH GREEN PAINT

REPLACE BLUE MARKER

REPLACE BLUE MARKER

11.5'

11.5'

EXISTING FIRE HYDRANT

EXISTING FIRE HYDRANT
DETAIL 22
DETAIL 39A WITH GREEN PAINTDETAIL 39A WITH GREEN PAINT
DETAIL 39DETAIL 39
DETAIL 38 DETAIL 39DETAIL 39
TYPE IV (L) ARROW(TYP.)
HELMETED BICYCLIST SYMBOLMUTCD FIGURE 9C-3WHITE AND GREEN PAINT (TYP.) 12' 12' 11.5'

EXISTING FIRE HYDRANT

REPLACE BLUE MARKER
±10'

6.5'
6'

ELDERBERRY DRIVE
6'

6.5'
DETAIL 39A WITH GREEN PAINTDETAIL 39A WITH GREEN PAINT
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_HOLLISTER AVENUE (CATHEDRAL OAKS ROAD TO PEBBLE BEACH ROAD).DWG Plot Date: 1/23/2025 3:17 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)

KEY MAP
NTS
MATCHLINE STA 35+50 - SEE SHEET 31
MATCHLINE STA 29+00 - SEE SHEET
29 HOLLISTER AVENUE

CATHEDRAL OAKS ROAD TO

PEBBLE BEACH DRIVE

BORING LOG
NO. HMA PCC FABRIC (Y/N)
C5 11-1/2" 8" Y
*CORING DATA IS FOR INFORMATION ONLY. EXISTING

SECTION MAY VARY FROM SECTION(S) FOUND AT
CORING LOCATION(S). FABRIC MAY BE PRESENT IN

SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

HOLLISTER AVENUE - PAVEMENT TREATMENT LIMITS

HOLLISTER AVENUE - STRIPING LAYOUT

BASE BID
STA 29+00 TO STA 35+50
STRIPING NOTES:

1. STRIPING AS SHOWN REPRESENTS EXISTING. CONTRACTOR

SHALL REPLACE IN KIND WITH PAINT ANY STRIPING
REMOVED FROM DIGOUTS.

MATCHLINE STA 35+50 - SEE SHEET 31
MATCHLINE STA 29+00 - SEE SHEET
29 38

VIA JERO
36+00
37+00
38+00
39+00
40+00
41+00
42+

ELLWOOD SCHOOL
C7
TYPICAL SECTION NO. 4
(COLD PLANE & REPLACE 0.67')
TYPICAL SECTION NO. 4
(COLD PLANE & REPLACE 0.33')

TYPICAL SECTION
NO. 4 (COLD PLANE &
REPLACE 0.33')
27 23
2928
26 24
25 17'
17'
15'
R&R 0.67' HMA
(~11'X33')

HOLLISTER AVENUE

CATHEDRAL OAKS RD

PEBBLE BEACH DR

ELDERBERRY DRLAS ARMAS RD

VIA JERO
NTS
TYPICAL SECTION NO. 4

0.67'

EB LANE
(VARIES)

WB LANE
(VARIES)
ALTERNATE PAVEMENT EDGE 1

R&R (SEE PLAN FOR

LOCATION & DEPTH)

0.33'
HMA LIFT THICKNESSES:

1. 0.33' HMA-SP85 (PG 64-10) BASE COURSE (EB LANE ONLY).

2. 0.17' HMA-SP85 (PG 64-10) INTERMEDIATE COURSE (EB AND WB LANES).

3. 0.17' HMA-SP85 (PG 64-10) SURFACE COURSE (EB AND WB LANES).

APPLY FOG SEAL
TO EX. HMA DIKE
EX. HMA WALKWAY
(WHERE APPLICABLE)
NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.

VIA JERO

ELLWOOD SCHOOL
DETAIL 32
DETAIL 22
DETAIL 39A WITH GREEN PAINTDETAIL 39
DETAIL 38
DETAIL 39A WITH GREEN PAINT
DETAIL 39A WITH GREEN PAINT
DETAIL 39A WITH GREEN PAINT
DETAIL 22
DETAIL 39
DETAIL 38
DETAIL 39
DETAIL 39A WITH GREEN PAINT
DETAIL 39A WITH GREEN PAINT
DETAIL 39
DETAIL 39
DETAIL 39

TYPE IV (L) ARROW
(TYP.)

HELMETED BICYCLIST SYMBOL
MUTCD FIGURE 9C-3
WHITE AND GREEN PAINT (TYP.)
12'
12'

11.5'
6'
6'
11'

EXISTING FIRE HYDRANT

EXISTING FIRE HYDRANT

CONTINENTAL STYLE
CROSSWALK 2' WIDE
BARS BY 10' LONG
2' WIDE STANDARDSTOP BAR (TYP.)

CONTINENTAL STYLE
CROSSWALK 2' WIDE
BARS BY 12' LONG

CONTINENTAL STYLE CROSSWALK
2' WIDE BARS BY 12' LONG

REPLACE BLUE MARKER

REPLACE BLUE MARKER
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_HOLLISTER AVENUE (CATHEDRAL OAKS ROAD TO PEBBLE BEACH ROAD).DWG Plot Date: 1/23/2025 3:17 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)

KEY MAP
NTS
MATCHLINE STA 35+50 - SEE SHEET 30
MATCHLINE STA 42+00 - SEE SHEET 32

HOLLISTER AVENUE

CATHEDRAL OAKS ROAD TO

PEBBLE BEACH DRIVE

BORING LOG
NO. HMA PCC FABRIC (Y/N)
C7 11-1/2" - Y
*CORING DATA IS FOR INFORMATION ONLY. EXISTING

SECTION MAY VARY FROM SECTION(S) FOUND AT
CORING LOCATION(S). FABRIC MAY BE PRESENT IN

SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

HOLLISTER AVENUE - PAVEMENT TREATMENT LIMITS

HOLLISTER AVENUE - STRIPING LAYOUT

BASE BID
STA 35+50 TO STA 42+00
MATCHLINE STA 35+50 - SEE SHEET 30
MATCHLINE STA 42+00 - SEE SHEET 32
39 +00
43+00
44+00
45+00
46+00
47+00

PEBBLE BEACH DRIVE
C6
TYPICAL SECTION NO. 4
(COLD PLANE & REPLACE 0.67')
TYPICAL SECTION NO. 4
(COLD PLANE & REPLACE 0.33' )
15'

HOLLISTER AVENUE

CATHEDRAL OAKS RD

PEBBLE BEACH DR

ELDERBERRY DRLAS ARMAS RD

VIA JERO
NTS
TYPICAL SECTION NO. 4

0.67'

EB LANE
(VARIES)

WB LANE
(VARIES)
ALTERNATE PAVEMENT EDGE 1

R&R (SEE PLAN FOR

LOCATION & DEPTH)

0.33'
HMA LIFT THICKNESSES:

1. 0.33' HMA-SP85 (PG 64-10) BASE COURSE (EB LANE ONLY).

2. 0.17' HMA-SP85 (PG 64-10) INTERMEDIATE COURSE (EB AND WB LANES).

3. 0.17' HMA-SP85 (PG 64-10) SURFACE COURSE (EB AND WB LANES).

APPLY FOG SEAL
TO EX. HMA DIKE
EX. HMA WALKWAY
(WHERE APPLICABLE)
NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.

PEBBLE BEACH DRIVE
DETAIL 22
DETAIL 38
DETAIL 39
DETAIL 38DETAIL 22
DETAIL 39
DETAIL 39A WITH GREEN PAINT
DETAIL 39A WITH GREEN PAINT

TYPE IV (L) ARROW
(TYP.)

HELMETED BICYCLIST SYMBOL
MUTCD FIGURE 9C-3
WHITE AND GREEN PAINT (TYP.)
11'
11'
11'
6' MIN.
5' MIN.
±21.5'
DETAIL 27B WITH DIAGONAL CROSSHATCH MARKINGS 20' O.C.

CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_HOLLISTER AVENUE (CATHEDRAL OAKS ROAD TO PEBBLE BEACH ROAD).DWG Plot Date: 1/23/2025 3:17 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)

KEY MAP
NTS
MATCHLINE STA 42+00 - SEE SHEET 31

HOLLISTER AVENUE

CATHEDRAL OAKS ROAD TO

PEBBLE BEACH DRIVE

BORING LOG
NO. HMA PCC FABRIC (Y/N)
C6 8" - Y
*CORING DATA IS FOR INFORMATION ONLY. EXISTING

SECTION MAY VARY FROM SECTION(S) FOUND AT
CORING LOCATION(S). FABRIC MAY BE PRESENT IN

SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

BASE BID
STA 42+00 TO STA 46+80

HOLLISTER AVENUE - PAVEMENT TREATMENT LIMITS

HOLLISTER AVENUE - STRIPING LAYOUT
MATCHLINE STA 42+00 - SEE SHEET 31
40 GLEN ANNIE ROAD
97+00
98+00 99+00 100+00 101+00 102+00
103+00

CAMINO REAL MARKETPLACE
R&R 0.33' HMA
(~6'X6')
R&R 0.33' HMA
(~6'X6)'
R&R 0.33' HMA
(~6'X8')

R&R PCC
CURB (~14LF)

HOLLISTER AVENUE

SANTA FELICIA DR

CAMINO REAL

GLEN ANNIE RD

STORKE ROAD

MARKETPLACE
97+00
98+00 99+00 100+00 101+00 102+00
103+00

GLEN ANNIE ROAD

CAMINO REAL MARKETPLACE
DETAIL 40
DETAIL 40
DETAIL 40
DETAIL 39A WITH GREEN PAINT (60')DETAIL 39A WITH GREEN PAINT (60') DETAIL 39A WITH GREEN PAINT (65')
DETAIL 39A WITH GREEN PAINT (65')
DETAIL 39DETAIL 38DETAIL 38DETAIL 38DETAIL 38DETAIL 39DETAIL 38 DETAIL 25 DETAIL 39A WITH GREEN PAINT (90')
DETAIL 39A WITH GREEN PAINT (90')DETAIL 9 WITH TYPE G MARKERS DETAIL 9 WITH TYPE G MARKERS
DETAIL 39DETAIL 38
DETAIL 25 WITH YELLOW DIAGONAL CROSSHATCHING MARKINGS 20' O.C.

DETAIL 38DETAIL 39
DETAIL 36 WITH CHEVRON PAVEMENT MARKINGS 40' O.C.

DETAIL29
DETAIL29
DETAIL 40DETAIL 40
DETAIL 39A WITH GREEN PAINT (60')
CONTINENTAL STYLECROSSWALK 2' WIDEBARS BY 12' LONG (TYP.) HELMETED BICYCLIST SYMBOLMUTCD FIGURE 9C-3WHITE AND GREEN PAINT (TYP.) TYPE IV (L) ARROW(TYP.)

TYPE IV (R) ARROW
(TYP.)
1' WIDE

STANDARD
STOP BAR (TYP.)
11'11'
11' MIN.
11'11'
5' MIN.
7'
11' MIN.
5' MIN.
12'
50' 50'
50' 50'

REPLACE BLUE MARKER

EXISTING FIRE HYDRANT

EXISTING FIRE HYDRANT
11'11'
MATCHLINE STA 103+25 - SEE SHEET 34
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_HOLLISTER AVENUE (CAMINO REAL MARKETPLACE TO STORKE ROAD).DWG Plot Date: 1/23/2025 3:18 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)

KEY MAP
NTSNTS

HOLLISTER AVENUE

CAMINO REAL MARKETPLACE TO

STORKE ROAD

BASE BID
STA 96+97 TO STA 103+25
MATCHLINE STA 103+25 - SEE SHEET 34

HOLLISTER AVENUE - PAVEMENT TREATMENT LIMITS

HOLLISTER AVENUE - STRIPING LAYOUT
41 HOLLISTER AVENUE

SANTA FELICIA DR

CAMINO REAL

GLEN ANNIE RD

STORKE ROAD

MARKETPLACE
104+00 105+00
106+00
107+00
108+00

STORKE ROAD
R&R 0.33' HMA
(~6'X12')
R&R 0.33' HMA
(~6'X51')
R&R 0.33' HMA
(~6'X6')
R&R 0.33' HMA
(~6'X9')
R&R 0.33' HMA
(~6'X62')
R&R 0.33' HMA
(~6'X6')
104+00 105+00
106+00
107+00
108+00

STORKE ROADSTORKE ROAD
DETAIL 39A WITH GREEN PAINT
(200')
DETAIL 38DETAIL 39DETAIL 25DETAIL 38
DETAIL 39A WITH GREEN PAINT (90')
DETAIL 39A WITH GREEN PAINT (90')
DETAIL 39A WITH GREEN PAINT (90')
DETAIL 39A WITH GREEN PAINT (90') DETAIL 38DETAIL 38DETAIL 38DETAIL 38 DETAIL 39DETAIL 38DETAIL 38 DETAIL 9 WITH TYPE G MARKERSDETAIL 9 WITH TYPE G MARKERSDETAIL 39 HELMETED BICYCLIST SYMBOL MUTCDFIGURE 9C-3 WHITE AND GREEN PAINT (TYP.) TYPE IV (L) ARROW(TYP.)
TYPE IV (R) ARROW(TYP.)
1' WIDE STANDARD STOP BAR (TYP.)
±12.5'11' MIN.
10' MIN.
11' MIN.±10.5'11'11'
7' 5' MIN.

NEW LADDER STYLECROSSWALK
5' MIN.
50' 50'
50'
50'

REPLACE EXISTING

YIELD WORD MARKINGS

CONTINENTAL STYLE CROSSWALK
2' WIDE BARS BY 12' LONG (TYP.)

REPLACE BLUE MARKER

EXISTING FIRE HYDRANT
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_HOLLISTER AVENUE (CAMINO REAL MARKETPLACE TO STORKE ROAD).DWG Plot Date: 1/23/2025 3:18 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)

KEY MAP
NTSNTS

STORKE ROAD

CAMINO REAL MARKETPLACE TO

STORKE ROAD
MATCHLINE STA 103+25 - SEE SHEET 33

BASE BID
STA 103+25 TO STA 108+61
SEE SHEETS 37 - 38 FOR

WORK ON STORKE ROAD
MATCHLINE STA 103+25 - SEE SHEET 33

HOLLISTER AVENUE - PAVEMENT TREATMENT LIMITS

HOLLISTER AVENUE - STRIPING LAYOUT
42 14+00

MANDARIN DRIVE
R&R 0.33' HMA
(~9'X20')
R&R 0.33' HMA
(~8'X30')
END COLD PLANE & REPLACE @ CHANGE OF PAVEMENT

END COLD PLANE & REPLACE
@ CHANGE OF PAVEMENT
~18'
~35'
11'
11'
~129'
~193'
C1
TYPICAL SECTION NO. 5
TYPICAL SECTION NO. 5

REMOVE, SALVAGE &

REPLACE ROADSIDE SIGN

SOUTH FAIRVIEW AVENUE
50+00
51+00
52+00
53+00

MANDARIN DR

ORANGE AVE

MAGNOLIA AVE

HOLLISTER AVE

CALLE REAL

VEGA DR
NTS
TYPICAL SECTION NO. 5

0.19'

R&R (SEE PLAN FOR

LOCATION & DEPTH)
HMA LIFT THICKNESS:

1. 0.19' HMA-SP65 (PG 64-10) SURFACE COURSE
NOTE:

1. SEE PLAN FOR PAVING LIMITS

2. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.
14+00
14+00
50+00
51+00
52+00
53+00

MANDARIN DRIVE

REPLACE BLUE MARKER
REPLACE 15' RED CURB

ON EACH SIDE OF FIRE HYDRANT
REPLACE 60' RED CURB
REPLACE 30' RED CURB

REPLACE
R1-1

EXISTING FIRE HYDRANT
DETAIL 39DETAIL 39
DETAIL 39
DETAIL 39A
DETAIL 39A
DETAIL 39A
DETAIL 39A
2' WIDE STANDARD STOP BAR (TYP.)
STOP SYMBOL (TYP.)
DETAIL 39A
CHEVRON PAVEMENTMARKING AT EXIT GORE AREACHEVRONS SPACED 12' O.C. ±37'
±34'
±59'
±64'
HELMETED BICYCLIST SYMBOLMUTCD FIGURE 9C-3 WHITE
TYPE IV (L) ARROW(TYP.)
5' MIN.

SOUTH FAIRVIEW AVENUESOUTH FAIRVIEW AVENUE
50+00
51+00
52+00
53+00
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_SOUTH FAIRVIEW AVENUE (SOUTH FAIRVIEW AVENUE TO NORTH END).DWG Plot Date: 1/23/2025 3:18 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)
MATCHLINE STA 53+75 - SEE SHEET 36

SOUTH FAIRVIEW AVENUE

SOUTH FAIRVIEW AVENUE TO NORTH END

KEY MAP
NTS

BORING LOG
NO. HMA FABRIC (Y/N)
C1 6-1/2" N
*CORING DATA IS FOR INFORMATION
ONLY. EXISTING SECTION MAY VARY

FROM SECTION(S) FOUND AT CORING
LOCATION(S). FABRIC MAY BE PRESENT

IN SECTIONS EVEN IF NOT FOUND AT
CORING LOCATION(S).

BASE BID
STA 50+26 TO STA 53+75

SOUTH FAIRVIEW AVENUE - PAVEMENT TREATMENT LIMITS

SOUTH FAIRVIEW AVENUE - STRIPING LAYOUT
MATCHLINE STA 53+75 - SEE SHEET 36
43 END COLD PLANE & REPLACE
@ CHANGE OF PAVEMENT
~193'
~18'
C2
TYPICAL SECTION NO. 5
54+00
55+00
56+00

MANDARIN DR

ORANGE AVE

MAGNOLIA AVE

HOLLISTER AVE

CALLE REAL

VEGA DR
NTS
TYPICAL SECTION NO. 5

0.19'

R&R (SEE PLAN FOR

LOCATION & DEPTH)
HMA LIFT THICKNESS:

1. 0.19' HMA-SP65 (PG 64-10) SURFACE COURSE
NOTE:

1. SEE PLAN FOR PAVING LIMITS

2. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.
54+00
55+00
56+00

REPLACE BLUE MARKER
REPLACE 15' OF RED CURB ONEACH SIDE OF FIRE HYDRANT
REPLACE 30' RED CURB
REPLACE 12' RED CURB

EXISTING FIRE HYDRANT
54+00
55+00
56+00
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_SOUTH FAIRVIEW AVENUE (SOUTH FAIRVIEW AVENUE TO NORTH END).DWG Plot Date: 1/23/2025 3:18 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)
MATCHLINE STA 53+75 - SEE SHEET 35

SOUTH FAIRVIEW AVENUE

SOUTH FAIRVIEW AVENUE TO NORTH END

KEY MAP
NTS

VIEW AVENUE

BORING LOG
NO. HMA FABRIC (Y/N)
C2 5" N
*CORING DATA IS FOR INFORMATION
ONLY. EXISTING SECTION MAY VARY

FROM SECTION(S) FOUND AT CORING
LOCATION(S). FABRIC MAY BE PRESENT

IN SECTIONS EVEN IF NOT FOUND AT
CORING LOCATION(S).

MATCHLINE STA 53+75 - SEE SHEET 35

SOUTH FAIRVIEW AVENUE - PAVEMENT TREATMENT LIMITS

SOUTH FAIRVIEW AVENUE - STRIPING LAYOUT

BASE BID
STA 53+75 TO STA 56+66
44 BOLLAY DR

SANTA FELICIA DR

HOLLISTER AVE

CORTONA DR

GLEN ANNIE RD

CALLE REAL
© 2023 Microsoft Corporation © 2023 Ma

STORKE PLAZA
R&R 0.50' HMA
(~12'X43')
C3
R&R 0.50' HMA
(~18'X270')
SEE SHEET 55 FOR CURB

RAMP ENLARGEMENT

BOLLAY DRIVE
C6
SEE SHEET 57 FOR CURB

RAMP ENLARGEMENT
SEE SHEET 57 FOR CURB
RAMP ENLARGEMENT SEE SHEET 56 FOR CURB

RAMP ENLARGEMENT
SEE SHEET 56 FOR CURB

RAMP ENLARGEMENT
SEE SHEET 55 FOR CURB

RAMP ENLARGEMENT

PROPOSED MODIFIED MEDIAN
(SEE CONSTRUCTION &
STRIPING NOTE 1)

BUS PAD EXTENDED (SEE
CONSTRUCTION & STRIPING NOTE 1)
48+00
49+00
50+00
51+00
52+

MARKETPLACE
DRIVE
R&R 0.50' HMA
(~6'X205')
R&R 0.50' HMA
(~6'X22')
R&R 0.50' HMA
(~6'X40')R&R 0.50' HMA
(~14'X39')
© 2023 Microsoft Corporation © 2023 Ma
48+00
49+00
50+00
51+00
52+

STORKE PLAZABOLLAY DRIVE

MARKETPLACE
DRIVE
DETAIL 39A WITH GREEN PAINT
DETAIL 39A WITH GREEN PAINT
DETAIL 40
DETAIL 40
DETAIL 41 YELLOW PAINT
DETAIL 40
DETAIL 39A WITH GREEN PAINT
DETAIL 9 WITH TYPE G MARKERS
DETAIL 38
DETAIL 22
DETAIL 38
DETAIL 9 WITH TYPE G MARKERS
DETAIL 22
DETAIL 39A WITH GREEN PAINT
DETAIL 39A WITH GREEN PAINT
DETAIL 39A WITH GREEN PAINT
DETAIL 40
DETAIL 40
DETAIL 40
DETAIL 40

HELMETED BICYCLIST SYMBOL MUTCD
FIGURE 9C-3 WHITE AND GREEN PAINT
(TYP.)
NEW LADDER STYLE CROSSWALK (TYP.)

EXISTING FIRE HYDRANT

REPLACE BLUE MARKER
10'
11'
11'
11'
11'

11.5'
5'
11'
11'
11'±6'
12'
12'

11.25'
±6'±9.25' ±7.5'
50'
50'
±7' 50'
50'
6'
11'
50'
50'DETAIL 9
DETAIL 25
DETAIL 38
DETAIL 38
DETAIL 38
DETAIL 38
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_STORKE ROAD (HOLLISTER AVENUE TO BOLLAY DRIVE).DWG Plot Date: 1/23/2025 3:18 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)

KEY MAP
NTS
MATCHLINE STA 52+00 - SEE SHEET 38

STORKE ROAD

HOLLISTER AVENUE TO BOLLAY DRIVE

BORING LOG
NO. HMA AB R-VALUE FABRIC (Y/N)
C3 12" -- Y
C6 11" -- Y
*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC

MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

CONSTRUCTION & STRIPING NOTES:

1. SEE STORKE ROAD / HOLLISTER AVE. TRANSIT, BIKE / PED, AND

MEDIAN IMPROVEMENTS PLANS FOR WORK ON BUS PAD

EXTENSION, RIGHT TURN EXTENSION, BUS STOP REMOVAL, CURB & GUTTER, AND MODIFIED MEDIAN.

2. PERFORM DIGOUTS IN CONJUNCTION WITH STORKE ROAD /
HOLLISTER AVE. TRANSIT, BIKE / PED, AND MEDIAN IMPROVEMENTS.

CONTRACTOR SHALL PHASE & COORDINATE ALL WORK
APPROPRIATELY TO COMPLETE WORK AS SHOWN PER PLANS.

BID ALTERNATE 1
STA 48+33 TO STA 52+00

STORKE ROAD - PAVEMENT TREATMENT LIMITS

STORKE ROAD - STRIPING LAYOUT
MATCHLINE STA 52+00 - SEE SHEET 38
45 BOLLAY DR

SANTA FELICIA DR

HOLLISTER AVE

CORTONA DR

GLEN ANNIE RD

CALLE REAL
© 2023 Microsoft Corporat
R&R 0.50' HMA
(~6'X79')
R&R 0.50' HMA
(~22'X180')
R&R 0.50' HMA
(~6'X255') R&R 0.50' HMA
(~10'X82')
R&R 0.50' HMA
(~6'X24')
C1
C2
C4
C5

HOLLISTER AVENUE
SEE SHEET 54 FOR CURB RAMP &

PEDESTRIAN ISLAND ENLARGEMENT
SEE SHEET 54 FOR CURB

RAMP ENLARGEMENT
EX. MEDIAN

PROPOSED MODIFIED MEDIAN
(SEE CONSTRUCTION &
STRIPING NOTE 1)

RIGHT-TURN EXTENDED
(SEE CONSTRUCTION &
STRIPING NOTE 1)

PROPOSED CURB & GUTTER (SEE
CONSTRUCTION & STRIPING NOTE 1)

BUS STOP REMOVED
(SEE CONSTRUCTION
& STRIPING NOTE 1)

PROPOSED CURB & GUTTER
(SEE CONSTRUCTION &
STRIPING NOTE 1)
+00
53+00
54+00
55+00
56+00
R&R 0.50' HMA
(~8'X42')
R&R 0.50' HMA
(~18'X34')
R&R 0.50' HMA
(~6'X23')
R&R 0.50' HMA
(~6'X82')
R&R 0.50' HMA
(~6'X10')
R&R 0.50' HMA
(~20'X20')
R&R 0.50' HMA
(~6'X82')
REMOVE EX. TRAFFIC LOOP
REMOVE EX. WIRELESS TRAFFIC SENSOR
REMOVE EX. WIRELESS

TRAFFIC SENSOR
© 2023 Microsoft Corporat
+00
53+00
54+00
55+00
56+00

HOLLISTER AVENUE
DETAIL 9 WITH TYPE G MARKERS
DETAIL 38
DETAIL 9 WITH TYPE G MARKERS
DETAIL 39
DETAIL 39
DETAIL 39A WITH GREEN PAINT
DETAIL 39A WITH GREEN PAINT
DETAIL 39A WITH GREEN PAINT
DETAIL 38
DETAIL 38
DETAIL 38

TYPE IV (L) ARROW
(TYP.)

TYPE IV (R) ARROW
(TYP.)

CONTINENTAL STYLE CROSSWALK
2' WIDE BARS BY 12' LONG (TYP.)

HELMETED BICYCLIST SYMBOL MUTCD
FIGURE 9C-3 WHITE AND GREEN PAINT
(TYP.)

EXISTING FIRE HYDRANT

REPLACE BLUE MARKER
±11.5'
11'
DETAIL
22 11'
11'
11'
±6'
11'
11' MIN.
50'
50'
DETAIL 39
DETAIL 38A
DETAIL 38
2' WIDE CROSSWALK BAR
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_STORKE ROAD (HOLLISTER AVENUE TO BOLLAY DRIVE).DWG Plot Date: 1/23/2025 3:18 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)

KEY MAP
NTS

STORKE ROAD

HOLLISTER AVENUE TO BOLLAY DRIVE

BORING LOG
NO. HMA AB R-VALUE FABRIC (Y/N)
C1 9" 12" -Y
C2 10-1/2" 2" 71 Y
C4 7-1/4" 13" -Y
C5 12" -- Y
*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC

MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

MATCHLINE STA 52+00 - SEE SHEET 37
BID ALTERNATE 1
STA 52+00 TO STA 56+08
CONSTRUCTION & STRIPING NOTES:

1. SEE STORKE ROAD / HOLLISTER AVE. TRANSIT, BIKE / PED, AND

MEDIAN IMPROVEMENTS PLANS FOR WORK ON BUS PAD

EXTENSION, RIGHT TURN EXTENSION, BUS STOP REMOVAL, CURB & GUTTER, AND MODIFIED MEDIAN.

2. PERFORM DIGOUTS IN CONJUNCTION WITH STORKE ROAD /
HOLLISTER AVE. TRANSIT, BIKE / PED, AND MEDIAN IMPROVEMENTS.

CONTRACTOR SHALL PHASE & COORDINATE ALL WORK
APPROPRIATELY TO COMPLETE WORK AS SHOWN PER PLANS.

STORKE ROAD - PAVEMENT TREATMENT LIMITS

STORKE ROAD - STRIPING LAYOUT
SEE SHEET 33 FOR WORK

ON HOLLISTER AVENUE
MATCHLINE STA 52+00 - SEE SHEET 37
46 DEL NORTE DR MENDOCINO DR

SAN MATEO AVE

GLEN ANNIE RD

MADERA DR

COLUSADR

CALAVERAS AVE
C2
50+00
51+00
52+00
53+00
54+00
55+00

CALAVERAS AVENUE

PLUMAS AVENUE

INSTALL SHOULDER BACKING
PROTECT EX. OVERSIDE DRAIN IN PLACE
R&R 0.33' HMA
(~6'X6')
R&R 0.33' HMA
(~6'X6')
R&R 0.33' HMA
(~6'X12')
R&R 0.33' HMA
(~6'X75')
R&R 0.33' HMA
(~12'X42')
R&R 0.33' HMA
(~6'X15')
R&R 0.33' HMA
(~6'X6')
R&R 0.33' HMA
(~6'X6')
TYPICAL SECTION NO. 6
30 31
32 33
TREATMENT LIMIT @

CHANGE OF PAVEMENT
C2
NTS
TYPICAL SECTION NO. 6

0.29'

R&R (SEE PLAN FOR

LOCATION & DEPTH)

SHOULDER BACKING

PER DETAIL
HMA LIFT THICKNESSES:

1. 0.08' HMA-SP50 (PG 64-10) LEVELING COURSE.

2. 0.21' HMA-SP65 (PG 64-10) SURFACE COURSE.

NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.
50+00
51+00
52+00
53+00
54+00
55+00

CALAVERAS AVENUE

PLUMAS AVENUE
DETAIL 22DETAIL 39DETAIL 39A WITH GREEN PAINT
NEWR26 (CA)R81 (CA)
NEWR26 (CA)R81 (CA)
NEWR26 (CA)R81 (CA)
NEWR26 (CA)R81 (CA)
NEWR26 (CA)R81 (CA)
10'10'
HELMETED BICYCLIST SYMBOLMUTCD FIGURE 9C-3WHITE PAINT (TYP.)

REPLACE BLUEMARKER

EXISTING FIRE HYDRANT
7' 7'
HELMETED BICYCLIST SYMBOLMUTCD FIGURE 9C-3WHITE AND GREEN PAINT (TYP.) CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_CALLE REAL - (SONOMA AVE TO CALAVERAS AVE).DWG Plot Date: 1/23/2025 3:18 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)

KEY MAP
NTS
MATCHLINE STA 55+50 - SEE SHEET
40 CALLE REAL

CALAVERAS AVENUE TO SONOMA AVENUE
MATCHLINE STA 55+50 - SEE SHEET
40 BORING LOG
NO. HMA AB R-VALUE FABRIC (Y/N)
C2 8" 8" - N
*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC

MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

CALLE REAL - PAVEMENT TREATMENT LIMITS

CALLE REAL - STRIPING LAYOUT
BID ALTERNATE 2
STA 50+00 TO STA 55+50
47 56+00
57+00
58+00
59+00
60+00
61+00
62+00

SAN MATEO AVENUE

MENDOCINO AVENUE

SONOMA AVENUE
PROTECT EX. OVERSIDE DRAIN IN PLACE

INSTALL SHOULDER BACKING
R&R 0.33' HMA
(~6'X138')
R&R 0.33' HMA
(~6'X6')
R&R 0.33' HMA
(~6'X10')
R&R 0.33' HMA
(~6'X154')
R&R 0.33' HMA
(~6'X20')
TYPICAL SECTION NO. 6
34 36 3735
C1
TREATMENT LIMIT @

CHANGE OF PAVEMENT

DEL NORTE DR MENDOCINO DR

SAN MATEO AVE

GLEN ANNIE RD

MADERA DR

COLUSADR

CALAVERAS AVE
NTS
TYPICAL SECTION NO. 6

0.29'

R&R (SEE PLAN FOR

LOCATION & DEPTH)

SHOULDER BACKING

PER DETAIL
HMA LIFT THICKNESSES:

1. 0.08' HMA-SP50 (PG 64-10) LEVELING COURSE.

2. 0.21' HMA-SP65 (PG 64-10) SURFACE COURSE.

NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.
56+00
57+00
58+00
59+00
60+00
61+00
62+00

SAN MATEO AVENUE

MENDOCINO AVENUE

SONOMA AVENUE
DETAIL 22DETAIL 39DETAIL 39A WITH GREEN PAINT

EXISTING
R26 (CA)
NEW
R81 (CA)

EXISTING
R26 (CA)
R81 (CA) EXISTING
R26 (CA)
R81 (CA)
NEW
R26 (CA)
R81 (CA)
NEWR26 (CA)R81 (CA)
NEW
R26 (CA)
R81 (CA)
NEWR26 (CA)R81 (CA)
10'
10'

REPLACE BLUE
MARKER

EXISTING FIRE HYDRANT
7'7'
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_CALLE REAL - (SONOMA AVE TO CALAVERAS AVE).DWG Plot Date: 1/23/2025 3:18 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)
MATCHLINE STA 55+50 - SEE SHEET
39 KEY MAP
NTS

CALLE REAL

CALAVERAS AVENUE TO SONOMA AVENUE
MATCHLINE STA 55+50 - SEE SHEET
39 BORING LOG
NO. HMA AB R-VALUE FABRIC (Y/N)
C1 6" 6" 10 N
*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC

MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

CALLE REAL - PAVEMENT TREATMENT LIMITS

CALLE REAL - STRIPING LAYOUT
BID ALTERNATE 2
STA 55+50 TO STA 61+47
48 32+00
33+00
34+00
35+00
36+00 37+00 38+00
PAVEMENT TRANSITION B2
R&R 0.33' HMA
(~8'X40')
R&R 0.33' HMA
(~6'X6')

R&R PCC C&G
(~20LF) R&R PCC C&G
(~50LF)
R&R 0.33' HMA
(~6'X25')

R&R PCC C&G
(~20LF) R&R 0.33' HMA
(~6'X45')
KEYCUT A1 (TYP.)
KEYCUT B1 (TYP.)
R&R 0.33' HMA
(~8'X80')
R&R 0.33' HMA
(~8'X20')
R&R 0.33' HMA
(~20'X35')
TYPICAL SECTION NO. 7 R&R 0.33' HMA
(~6'X120')
R&R 0.33' HMA
(~6'X20')
R&R 0.33' HMA
(~8'X131')
R&R 0.33' HMA
(~6'X15')

R&R PCC C&G
(~15LF)
C5
C6
39 38

R&R PCC C&G
(~40LF)

R&R PCC C&G
(~20LF)
R&R 0.33' HMA
(~6'X70')

SYLVAN DRIVE

R&R PCC C&G
(~20LF)

LEXINGTON AVENUE

N KELLOGG AVE

SOMERSET DR
DR

HANNAPAREJO
DR
217

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

ENCINA RD

CALLE REAL

CATHEDRAL OAKS RD

KINGSTON AVE

ARMITOS AVE

MANDARIN DR

ALONDRA DR
CAMINO

CAMPANA

BERKELEY RD

SHIRRELL WAY

STOW CANYON RDVIA SALERNO

SAN PATRICIO DR

LA GOLETA RD
NTS
TYPICAL SECTION NO. 7
5'
KEYCUT A1
5'
KEYCUT A1

0.17' BELOW

GUTTER LIP

0.17' BELOW

GUTTER LIP

0.17' HMA SURFACE COURSE
HMA-SP50 (PG 64-10) NEW PAVEMENT SURFACE
EX. PAVEMENT

SURFACE
NOTE:

1. SEE PLAN FOR LOCATION. WHERE R&R'S ARE LOCATED UNDER KEYCUTS,

PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED SURFACE, NOT THE EXISTING PAVEMENT SURFACE.

R&R (SEE PLAN FOR

LOCATION & DEPTH)
32+00
33+00
34+00
35+00
36+00 37+00 38+00

LEXINGTON AVENUE
DETAIL 27B PARKING LINE (TYP.)DETAIL 22 DETAIL 27B PARKING LINE (TYP.)

EXISTING FIRE HYDRANT

REPLACE BLUE
MARKER

REPLACE BLUEMARKER
STOP SYMBOL(TYP.)
CONTINENTAL STYLE CROSSWALK2' WIDE BARS BY 12' LONG (TYP.)1' WIDE STANDARDSTOP BAR (TYP.)

SHARED ROADWAY BICYCLE MARKING
(TYP.)
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY ROAD - (FAIRVIEW AVENUE TO CITY LIMITS).DWG Plot Date: 1/23/2025 3:19 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)
MATCHLINE STA 38+75 - SEE SHEET 42

KEY MAP
NTS

BERKELEY ROAD

SYLVAN DRIVE TO EAST END

BORING LOG
NO. HMA FABRIC (Y/N)
C5 3-1/2" N
C6 4" N
*CORING DATA IS FOR INFORMATION
ONLY. EXISTING SECTION MAY VARY

FROM SECTION(S) FOUND AT CORING
LOCATION(S). FABRIC MAY BE PRESENT

IN SECTIONS EVEN IF NOT FOUND AT
CORING LOCATION(S).

BERKELEY ROAD - PAVEMENT TREATMENT LIMITS

BERKELEY ROAD - STRIPING LAYOUT
MATCHLINE STA 38+75 - SEE SHEET 42
SEE SHEETS 9 - 12 FOR WORK ON

BERKELEY ROAD (NORTH FAIRVIEWAVENUE TO SYLVAN DRIVE)
BID ALTERNATE 3
STA 32+50 TO STA 38+75
49 39+00 40+00 41+00 42+00 43+00 44+00
R&R 0.33' HMA
(~6'X170')
R&R 0.33' HMA
(~6'X20')
R&R 0.33' HMA
(~8'X45')
R&R 0.33' HMA
(~6'X170')
R&R 0.33' HMA
(~18'X33')
R&R 0.33' HMA
(~14'X35')
R&R 0.33' HMA
(~8'X13')
R&R 0.33' HMA
(~6'X6')
R&R 0.33' HMA
(~6'X10')
R&R 0.33' HMA
(~10'X108')
R&R 0.33' HMA
(~6'X170')
R&R 0.33' HMA
(~6'X15')KEYCUT A1 (TYP.)
C7
4240
43 41
25'

PAVEMENT TRANSITION C

R&R PCC C&G
(~31LF)
KEYCUT B1 (TYP.)

R&R PCC C&G
(~8LF)
R&R 0.33' HMA
(~8'X24')

R&R PCC C&G
(~15LF)

CAMBRIDGE DRIVE

N KELLOGG AVE

SOMERSET DR
DR

HANNAPAREJO
DR
217

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

ENCINA RD

CALLE REAL

CATHEDRAL OAKS RD

KINGSTON AVE

ARMITOS AVE

MANDARIN DR

ALONDRA DR
CAMINO

CAMPANA

BERKELEY RD

SHIRRELL WAY

STOW CANYON RDVIA SALERNO

SAN PATRICIO DR

LA GOLETA RD
NTS
TYPICAL SECTION NO. 7
5'
KEYCUT A1
5'
KEYCUT A1

0.17' BELOW

GUTTER LIP

0.17' BELOW

GUTTER LIP

0.17' HMA SURFACE COURSE
HMA-SP50 (PG 64-10) NEW PAVEMENT SURFACE
EX. PAVEMENT

SURFACE
NOTE:

1. SEE PLAN FOR LOCATION. WHERE R&R'S ARE LOCATED UNDER KEYCUTS,

PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED SURFACE, NOT THE EXISTING PAVEMENT SURFACE.

R&R (SEE PLAN FOR

LOCATION & DEPTH)
39+00 40+00 41+00 42+00 43+00 44+00

CAMBRIDGE DRIVE
DETAIL 27B PARKING LINE (TYP.)DETAIL 27B PARKING LINE (TYP.)

EXISTING FIRE HYDRANT

REPLACE BLUE
MARKER
STOP SYMBOL(TYP.)
CONTINENTAL STYLE CROSSWALK2' WIDE BARS BY 12' LONG (TYP.)1' WIDE STANDARDSTOP BAR (TYP.) 10'
10'
10' 10'

SHARED ROADWAY BICYCLE MARKING
(TYP.)
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY ROAD - (FAIRVIEW AVENUE TO CITY LIMITS).DWG Plot Date: 1/23/2025 3:19 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)
MATCHLINE STA 44+25 - SEE SHEET 43
MATCHLINE STA 38+75 - SEE SHEET 41

KEY MAP
NTS

BERKELEY ROAD

SYLVAN DRIVE TO EAST END

BORING LOG
NO. HMA FABRIC (Y/N)
C7 3-1/2" N
*CORING DATA IS FOR INFORMATION
ONLY. EXISTING SECTION MAY VARY

FROM SECTION(S) FOUND AT CORING
LOCATION(S). FABRIC MAY BE PRESENT

IN SECTIONS EVEN IF NOT FOUND AT
CORING LOCATION(S).

BERKELEY ROAD - PAVEMENT TREATMENT LIMITS

BERKELEY ROAD - STRIPING LAYOUT
MATCHLINE STA 44+25 - SEE SHEET 43
MATCHLINE STA 38+75 - SEE SHEET 41
BID ALTERNATE 3
STA 38+75 TO STA 44+25
50 PRINCETON AVENUE
45+00 46+00 47+00 48+00 49+00
50+00
R&R 0.33' HMA
(~10'X12')
R&R 0.33' HMA
(~6'X70')
R&R 0.33' HMA
(~6'X90')
TYPICAL SECTION NO. 7
R&R 0.25' HMA
(~12'X200')
R&R 0.25' HMA
(~8'X8')

TRANSVERSE PAVING LIMIT C
C8
47 45
44 46
48 49
25' 25'

PAVEMENT TRANSITION D

PAVEMENT

TRANSITION C

R&R PCC C&G
(~46LF)REMOVE & REPLACE

SIDEWALK UNDERDRAIN

R&R PCC C&G
(~13LF)

TRANSVERSE PAVING LIMIT C
(~6'X6')
R&R 0.33' HMA
(~6'X170')
TYPICAL SECTION NO. 8

R&R PCC C&G
(~8LF)

NORTH KELLOGG AVENUE

N KELLOGG AVE

SOMERSET DR
DR

HANNAPAREJO
DR
217

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

ENCINA RD

CALLE REAL

CATHEDRAL OAKS RD

KINGSTON AVE

ARMITOS AVE

MANDARIN DR

ALONDRA DR
CAMINO

CAMPANA

BERKELEY RD

SHIRRELL WAY

STOW CANYON RDVIA SALERNO

SAN PATRICIO DR

LA GOLETA RD
NTS
TYPICAL SECTION NO. 7
5'
KEYCUT A1
5'
KEYCUT A1

0.17' BELOW

GUTTER LIP

0.17' BELOW

GUTTER LIP

0.17' HMA SURFACE COURSE
HMA-SP50 (PG 64-10) NEW PAVEMENT SURFACE
EX. PAVEMENT

SURFACE
NOTE:

1. SEE PLAN FOR LOCATION. WHERE R&R'S ARE LOCATED UNDER KEYCUTS,

PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED SURFACE, NOT THE EXISTING PAVEMENT SURFACE.

R&R (SEE PLAN FOR

LOCATION & DEPTH)
NTS
TYPICAL SECTION NO. 8

0.17' BELOW

GUTTER LIP

0.17' BELOW

GUTTER LIP
5'5'

0.17'

R&R (SEE PLAN FOR

LOCATION & DEPTH)
HMA LIFT THICKNESS:

1. 0.21' HMA-SP50 (PG 64-10) SURFACE COURSE. TAPER
FROM 0.17' TO 0.21' OVER 5'.

NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.
45+00 46+00 47+00 48+00 49+00
50+00

NORTH KELLOGG AVENUE

CONTINENTAL STYLE CROSSWALK

EXISTING FIRE HYDRANT

REPLACE BLUEMARKER
STOP SYMBOL (TYP.)
CONTINENTAL STYLE CROSSWALK2' WIDE BARS BY 12' LONG (TYP.)1' WIDE STANDARDSTOP BAR (TYP.) 10' 10' 10'
10'
10'
10' 10' 10'
DETAIL 27B PARKING LINE (TYP.)DETAIL 27B PARKING LINE (TYP.)

PRINCETON AVENUE
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY ROAD - (FAIRVIEW AVENUE TO CITY LIMITS).DWG Plot Date: 1/23/2025 3:19 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)
MATCHLINE STA 50+75 - SEE SHEET
44 MATCHLINE STA 44+25 - SEE SHEET 42

KEY MAP
NTS

BERKELEY ROAD

SYLVAN DRIVE TO EAST END

BORING LOG
NO. HMA FABRIC (Y/N)
C8 5" N
*CORING DATA IS FOR INFORMATION
ONLY. EXISTING SECTION MAY VARY

FROM SECTION(S) FOUND AT CORING
LOCATION(S). FABRIC MAY BE PRESENT

IN SECTIONS EVEN IF NOT FOUND AT
CORING LOCATION(S).

BERKELEY ROAD - PAVEMENT TREATMENT LIMITS

BERKELEY ROAD - STRIPING LAYOUT
MATCHLINE STA 50+75 - SEE SHEET
44 MATCHLINE STA 44+25 - SEE SHEET 42
BID ALTERNATE 3
STA 44+25 TO STA 50+75
51 SAN JOSE CREEK / CITY LIMITS

X X X X X X X X
51+00 52+00 53+00 54+00 55+00
R&R 0.25' HMA
(~6'X10')
TYPICAL SECTION NO. 8
R&R 0.25' HMA
(~12'X100')
R&R 0.25' HMA
(~6'X6')
R&R 0.25' HMA
(~6'X8')
TYPICAL SECTION NO. 8
PROTECT EX. FENCE IN PLACER
R

RR&R PCC C&G
(~8LF)

R&R PCC C&G
(~40LF) R&R PCC C&G
(~30LF)
R&R 0.25' HMA
(~6'X11') R
R&R 0.25' HMA
(~6'X10')R

R&R PCC C&G
(~30LF)
PROTECT EX. MAILBOX IN PLACE
C9
R&R 0.25' HMA
(~12'X200')

N KELLOGG AVE

SOMERSET DR
DR

HANNAPAREJO
DR
217

CAMBRIDGE DR

ARUNDEL RD

WAKEFIELD DR

N FAIRVIEW AVE

ENCINA RD

CALLE REAL

CATHEDRAL OAKS RD

KINGSTON AVE

ARMITOS AVE

MANDARIN DR

ALONDRA DR
CAMINO

CAMPANA

BERKELEY RD

SHIRRELL WAY

STOW CANYON RDVIA SALERNO

SAN PATRICIO DR

LA GOLETA RD
NTS
TYPICAL SECTION NO. 8

0.17' BELOW

GUTTER LIP

0.17' BELOW

GUTTER LIP
5'5'

0.17'

R&R (SEE PLAN FOR

LOCATION & DEPTH)
HMA LIFT THICKNESS:

1. 0.21' HMA-SP50 (PG 64-10) SURFACE COURSE. TAPER
FROM 0.17' TO 0.21' OVER 5'.

NOTE:

1. AT R&R LOCATIONS, PAVEMENT SHALL BE REMOVED TO

THE SPECIFIED DEPTH AS MEASURED FROM THE MILLED
SURFACE, NOT THE EXISTING PAVEMENT SURFACE.

SAN JOSE CREEK / CITY LIMITS
51+00 52+00 53+00 54+00 55+00

X X X X X X X X
10'
10'
10'
10'
DETAIL 27B PARKING LINE (TYP.)
DETAIL 27B PARKING LINE (TYP.)

SHARED ROADWAY BICYCLE MARKING
(TYP.)

SHARED ROADWAY BICYCLE MARKING
(TYP.)
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_BERKELEY ROAD - (FAIRVIEW AVENUE TO CITY LIMITS).DWG Plot Date: 1/23/2025 3:19 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)
MATCHLINE STA 50+75 - SEE SHEET 43

KEY MAP
NTS

BERKELEY ROAD

SYLVAN DRIVE TO EAST END

BORING LOG
NO. HMA FABRIC (Y/N)
C8 5" N
*CORING DATA IS FOR INFORMATION
ONLY. EXISTING SECTION MAY VARY

FROM SECTION(S) FOUND AT CORING
LOCATION(S). FABRIC MAY BE PRESENT

IN SECTIONS EVEN IF NOT FOUND AT
CORING LOCATION(S).

BERKELEY ROAD - PAVEMENT TREATMENT LIMITS

BERKELEY ROAD - STRIPING LAYOUT
MATCHLINE STA 50+75 - SEE SHEET 43
BID ALTERNATE 3
STA 50+75 TO STA 55+08
52 C1
C2
C3
C4
TYPICAL SECTION NO. 9

HOLLISTER AVENUE

CASTILIAN DRIVE
33+00
34+00
35+00
36+00
37+00
TREATMENT LIMIT @

CHANGE OF PAVEMENT
TREATMENT LIMIT @

CHANGE OF PAVEMENT
50 MESA RD

HOLLISTER AVE

LOS CARNEROS RD

CREMONA DR

CASTILLIAN DR
TYPICAL SECTION NO. 9
NTS

0.63'
MEDIAN
WIDTH
(VARIES)

0.63'
HMA LIFT THICKNESSES:

1. PLACE 0.25' HMA-SP85 (PG 64-10) BASE COURSE.

2. PLACE 0.21' HMA-SP85 (PG 64-10) INTERMEDIATE COURSE.

3. PLACE 0.17' HMA-SP85 (PG 64-10) SURFACE COURSE.
33+00
34+00
35+00
36+00
37+00

TYPE IV (L) ARROW
(TYP.)

EXISTING FIRE HYDRANT

REPLACE BLUEMARKER

REPLACE BLUE
MARKER

EXISTING FIRE HYDRANT
NEW LADDER STYLECROSSWALK (TYP.)
DETAIL 38ADETAIL 12 WITH TYPE G MARKERSDETAIL 38ADETAIL 25 WITH TYPE D MARKERSDETAIL 25 WITH TYPE D MARKERSDETAIL 12 WITH TYPE G MARKERSDETAIL 39 HELMETED BICYCLIST SYMBOL MUTCDFIGURE 9C-3 WHITE AND GREEN PAINT(TYP.) DETAIL 39A WITH GREEN PAINT
DETAIL 39
DETAIL 38A
DETAIL 36
11' 11'
10'

3.5'
9'
8'
12'
12'
12' 12'
±8'
12'
11'
11'
±8'90'
50' 50'
±100'
200'
50'
225'
50'

76.5'
140'
12'
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_LOS CARNEROS ROAD (HOLLISTER AVENUE TO CASTILIAN DRIVE).DWG Plot Date: 1/23/2025 3:19 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)

KEY MAP
NTSNTS

LOS CARNEROS ROAD

HOLLISTER AVENUE TO CASTILIAN DRIVE

BORING LOG
NO. HMA AB R-VALUE FABRIC (Y/N)
C1 5" 7" 12 N
C2 4" 10" - N
C3 5" 9" - N
C4 4-3/4" 11" -N
*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC

MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

LOS CARNEROS ROAD - PAVEMENT TREATMENT LIMITS

LOS CARNEROS ROAD - STRIPING LAYOUT
CONSTRUCTION NOTES:

1. CONTRACTOR SHALL ONLY REMOVE MATERIAL QUANTITIES THAT CAN BE REPLACED WITH HMA UP TO 2 INCHES BELOW THE FINISH

GRADE DURING THE SAME WORK DAY UNLESS DIRECTED BY THE
CITY.

2. CONTRACTOR SHALL PLACE ENTIRE SURFACE COURSE WITHIN THE SAME WORK DAY UNLESS DIRECTED BY THE CITY.

BID ALTERNATE 4
STA 32+93 TO STA 35+86
53 SALISBURY AVENUE LANCASTER PLACE

BRADFORD DRIVESAINT GEORGE PLACE
C1
51 52
53 54 55
56 57
58 59
TYPICAL SECTION NO. 10
25'
25'
TREATMENT LIMIT @

CHANGE OF PAVEMENT
11+00
12+00 13+00 14+00 15+00 16+00 17+

CALLE REAL

DARTMOOR AVE

HEMPSTEAD AVE

LANCASTER PL

SALISBURY AVE

BRADFORD DR
TYPICAL SECTION NO. 10
NTS
CONSTRUCTION SEQUENCE:

1. PULVERIZE HMA & BASE MAT'L TO A DEPTH OF 1.25'.

2. REMOVE & DISPOSE OF PULVERIZED MAT'L TO A DEPTH OF 0.42'.

3. CEMENT SOIL TREATMENT PER APPROVED MIX DESIGN TO A DEPTH OF 0.83'; REGRADE ROADWAY SURFACE TO 2-5% CROSS SLOPE.

4. PLACE 0.21' HMA-SP65 (PG 64-10) BASE COURSE.

5. PLACE 0.21' HMA-SP65 (PG 64-10) SURFACE COURSE.
5"

0.83'

1.25'

LANCASTER PLACE

BRADFORD DRIVESAINT GEORGE PLACE
RED CURB±125'
LADDER STYLE CROSSWALK(TYP.)
YIELD LINE(TYP.)
RED CURB ±16
EXISTINGR1-5
EXISTINGR1-5
STOP SYMBOL(TYP.)
DETAIL 27B
DETAIL 39 (TYP.)
DETAIL 39 (TYP.)
DETAIL 41 (TYP.)
DETAIL 39A (TYP.)DETAIL 39A (TYP.)DETAIL 22 (TYP.)
RED CURB ±170'
6'
10'10'
6'
8'
±8'
10'
RED CURB ±25'
RED CURB ±146'
RED CURB ±70'
RED CURB ±40'
STOP SYMBOL(TYP.)
±91'
±16
±71'
±146'

EXISTING FIRE HYDRANT

REPLACE BLUE
MARKER

REPLACE BLUE
MARKER

EXISTING FIREHYDRANT

SALISBURY AVENUE
11+00
12+00 13+00 14+00 15+00 16+00 17+
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_CALLE REAL - (ROCHESTER WAY TO SALISBURY AVENUE).DWG Plot Date: 1/23/2025 3:19 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)

KEY MAP
NTS
MATCHLINE STA 17+00 - SEE SHEET 47

CALLE REAL - PAVEMENT TREATMENT LIMITS

CALLE REAL

ROCHESTER WAY TO SALISBURY AVENUE

BORING LOG
NO. HMA AB R-VALUE FABRIC (Y/N)
C1 4" 10" - N
*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC

MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

CALLE REAL - STRIPING LAYOUT
BID ALTERNATE 5
STA 10+81 TO STA 17+00
MATCHLINE STA 17+00 - SEE SHEET 47
54 SAINT IVES PLACE SAINT ALBANS PLACE DARTMOOR AVENUE

SAINT CHARLES PLACE SAINT CHARLES PLACE
C2
C3
60 61
62 63
6564
66 68
67 TYPICAL SECTION NO. 10
+00 18+00 19+00 20+00 21+00 22+00 23+00

CALLE REAL

DARTMOOR AVE

HEMPSTEAD AVE

LANCASTER PL

SALISBURY AVE

BRADFORD DR
TYPICAL SECTION NO. 10
NTS
CONSTRUCTION SEQUENCE:

1. PULVERIZE HMA & BASE MAT'L TO A DEPTH OF 1.25'.

2. REMOVE & DISPOSE OF PULVERIZED MAT'L TO A DEPTH OF 0.42'.

3. CEMENT SOIL TREATMENT PER APPROVED MIX DESIGN TO A DEPTH OF 0.83'; REGRADE ROADWAY SURFACE TO 2-5% CROSS SLOPE.

4. PLACE 0.21' HMA-SP65 (PG 64-10) BASE COURSE.

5. PLACE 0.21' HMA-SP65 (PG 64-10) SURFACE COURSE.
5"

0.83'

1.25'

SAINT IVES PLACE SAINT ALBANS PLACE DARTMOOR AVENUE

SAINT CHARLES PLACE SAINT CHARLES PLACE
RELOCATER1-5
RELOCATER1-5
DETAIL 29
DETAIL 29
DETAIL 39A (TYP.)DETAIL 39A (TYP.)
DETAIL 22 (TYP.)
DETAIL 39 (TYP.)DETAIL 39 (TYP.)
DETAIL 41 (TYP.)
LADDER STYLECROSSWALK(TYP.)

YIELD LINE
(TYP.)

STOP SYMBOL
(TYP.)
RED CURB ±57
RED CURB ±97'
RED CURB ±101'
RED CURB ±17'
RED CURB ±70'
RED CURB ±61'
RED CURB ±34'
RED CURB ±65'
RED CURB ±35'
RED CURB ±29'
RED CURB ±30'
RED CURB ±11'
8'6'
10'
6'
7'
10'
8'
±67'
STOP SYMBOL(TYP.)
±70'
7'
+00 18+00 19+00 20+00 21+00 22+00 23+00
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_CALLE REAL - (ROCHESTER WAY TO SALISBURY AVENUE).DWG Plot Date: 1/23/2025 3:20 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)

KEY MAP
NTS
MATCHLINE STA 17+00 - SEE SHEET 46
MATCHLINE STA 23+50 - SEE SHEET 47

CALLE REAL

ROCHESTER WAY TO SALISBURY AVENUE

BORING LOG
NO. HMA AB R-VALUE FABRIC (Y/N)
C2 3-1/4" 10" 11 N
C3 3 10" - N
*CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC

MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING
LOCATION(S).

CALLE REAL - PAVEMENT TREATMENT LIMITS

CALLE REAL - STRIPING LAYOUT
BID ALTERNATE 5
STA 17+00 TO STA 23+50
MATCHLINE STA 17+00 - SEE SHEET 46
MATCHLINE STA 23+50 - SEE SHEET 47
55 © 2023 Microsoft Corporation ©
2 ROCHESTER AVENUE
79'
TREATMENT LIMIT @

CHANGE OF PAVEMENT
24+00 25+00 26+00
27+00

HEMPSTEAD AVENUE

CALLE REAL

DARTMOOR AVE

HEMPSTEAD AVE

LANCASTER PL

SALISBURY AVE

BRADFORD DR
TYPICAL SECTION NO. 10
NTS
CONSTRUCTION SEQUENCE:

1. PULVERIZE HMA & BASE MAT'L TO A DEPTH OF 1.25'.

2. REMOVE & DISPOSE OF PULVERIZED MAT'L TO A DEPTH OF 0.42'.

3. CEMENT SOIL TREATMENT PER APPROVED MIX DESIGN TO A DEPTH OF 0.83'; REGRADE ROADWAY SURFACE TO 2-5% CROSS SLOPE.

4. PLACE 0.21' HMA-SP65 (PG 64-10) BASE COURSE.

5. PLACE 0.21' HMA-SP65 (PG 64-10) SURFACE COURSE.
5"

0.83'

1.25'
© 2023 Microsoft Corporation ©
2 ROCHESTER AVENUE
6'
10'
6'
RED CURB ±65'
RED CURB ±170'
10'
100'
±72'
24+00 25+00 26+00
27+00

HEMPSTEAD AVENUE
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_CALLE REAL - (ROCHESTER WAY TO SALISBURY AVENUE).DWG Plot Date: 1/23/2025 3:20 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
SEAL:
(PAVING ONLY) (STRIPING ONLY)

KEY MAP
NTS
MATCHLINE STA 23+50 - SEE SHEET 47

CALLE REAL

ROCHESTER WAY TO SALISBURY AVENUE

CALLE REAL - PAVEMENT TREATMENT LIMITS

CALLE REAL - STRIPING LAYOUT
BID ALTERNATE 5
STA 23+50 TO STA 27+19
MATCHLINE STA 23+50 - SEE SHEET 47
56 CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_TITLE SHEET.DWG Plot Date: 1/24/2025 1:14 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

CURB RAMP SUMMARY TABLE

CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_TITLE SHEET.DWG Plot Date: 1/24/2025 1:14 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

CURB RAMP SUMMARY TABLE

CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_TITLE SHEET.DWG Plot Date: 1/24/2025 1:14 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

CURB RAMP SUMMARY TABLE

CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_TITLE SHEET.DWG Plot Date: 1/23/2025 3:20 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

CURB RAMP PAY ITEMS

CASE A CURB RAMP W/ CURB & GUTTER CASE B CURB RAMP W/ CURB & GUTTER

CASE C CURB RAMP W/ CURB & GUTTER
LEGEND

PCC RETAINING CURB

PCC CURB & GUTTER

PCC CURB RAMP & SIDEWALK

CASE A CURB RAMP W/ SPANDREL & CROSS GUTTER CASE B CURB RAMP W/ SPANDREL & CROSS GUTTER CASE C CURB RAMP W/ SPANDREL & CROSS GUTTER

HMA CONFORM

PCC CROSS GUTTER

PCC SPANDREL

DETECTABLE WARNING SURFACE
NOTE

THESE DIAGRAMS ARE FOR REFERENCING GENERAL PAY ITEMS FOR THE

DIFFERENT CURB RAMP COMPONENTS ONLY AND SHOULD NOT BE USED AS A BASIS FOR THEIR LAYOUTS. PLEASE REFER TO THE APPROPRIATE

PLAN SHEETS, STANDARD DRAWINGS AND DETAILS, SPECIFICATIONS, AND ENGINEER FOR CONSTRUCTION GUIDANCE.

60 20.7'

NORTH FAIRVIEW AVENUE

6.5'
6'
8'

6.8'5'

4.5'
5'
6'
7'

5.8'
4'-2"

5.6'
4'-2"
6'
6'
4'
4'
6'
6'

8.7'
4'-2"

5.6'

3.7'
10'

10.2'
71 1
1 1
2 5

8.3'
3' 3' 5' 4'

BERKELEY ROAD

21.1' 19.6' 19.2' 16.4' 13.6'8.5'20.7'
NTS
REMOVE & REPLACE 0.67' HMA
REMOVE 0.67' PAVEMENT
PLACE 0.25' HMA-SP85 (PG 64-10) BASE COURSE,

0.25' HMA-SP85 (PG 64-10) INTERMEDIATE COURSE,
& 0.17' HMA-SP85 (PG 64-10) SURFACE COURSE
SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN

0.13' OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C.

POWER POLE

PORTLAND CEMENT CONCRETE IMPROVEMENTS

INSTALL DETECTABLE WARNING SURFACE
LEGEND

FL FLOW LINE

DESIGN ELEVATION

TP TOP OF PAVEMENT

TC TOP OF CURB

SW SIDEWALK

WATER VALVE COVER
(D=STORM DRAIN, S=SEWER, T=AT&T)

MANHOLE COVER
ROADSIDE SIGN (EX.)

RIGHT-OF-WAY LINE

SURVEY NAIL

EP EDGE OF PAVEMENT

PAVEMENT THICKNESS, WHICHEVER IS GREATER
HMA CONFORM: REMOVE & REPLACE 0.67' OR MATCH EX.

LIGHT STANDARD (EX.)
FIRE HYDRANT (EX.)
(TEL=TELECOM, TRAFFIC=TRAFFIC SIGNAL, ELEC=ELECTRICAL)
TRAFFIC SIGNAL POLE (EX.)

GRADE BREAK
SO. CAL. EDISON MH (EX.)
GB
DH LOOP DETECTOR HANDHOLE (EX.)
NOTES:

1. SEE SHEET 2 FOR GENERAL NOTES & CONSTRUCTION NOTES FOR CURB RAMPS.

2. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS.

WATER METER COVER

VAULT COVER (EX)
LEGEND

REMOVE & REPLACE/ CONSTRUCT PCC CURB

HIGH POINTHP
& LANDSCAPE RESTORATION
R/W

BACKFILL W/ NATIVE SOIL, REGRADE,
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_GOLETA CURB RAMPS 01.DWG Plot Date: 1/23/2025 3:21 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
NORTH FAIRVIEW AVENUE @ BERKELEY ROAD

ENLARGEMENT

CURB RAMPS
ENLARGEMENT NOTES:

PROTECT IN PLACE EXISTING TRAFFIC SIGNAL POLE & BASE.

REMOVE & REPLACE PCC SPANDREL AND CROSS GUTTER PER SANTA BARBARA COUNTY STANDARD DETAIL 4-020.

LOWER UTILITY PRIOR TO COLD PLANE.

PROTECT-IN-PLACE EXISTING RETAINING WALL.
1 2
5 7
NORTH FAIRVIEW AVENUE @

BERKELEY ROAD
61 5' 3'

6.7' 6'

3.7'

4.8'
C2
C3
C4
C1
N89°55'58"E

21.11'
S01°0119'19"W

19.19'

2.5'
17'
4'-2"

11.2'

5.8'
7'
8'
5'
2' MIN.
2' MIN.
6'
2' MIN.

HOLLISTER AVENUE
1003

47.48 SPINDLE

STORKE ROAD
8 8
1 8
6' 7.3'
R/W
R/W
2'
5 C5

3.7'
203

47.79 TAG LS6098

9.3'
3'
DH

9.3'
3'
9'

7.7'

5.2'

7.5'
4'

4.5'
2' MIN.
2' MIN.
8'
5'
13 1
1 301

48.60 CP MAG NAIL

STORKE ROAD
R/W
R/W

2.7'

HOLLISTER AVENUE
18 4'
4'
4'
NTS
REMOVE & REPLACE 0.67' HMA
REMOVE 0.67' PAVEMENT
PLACE 0.25' HMA-SP85 (PG 64-10) BASE COURSE,

0.25' HMA-SP85 (PG 64-10) INTERMEDIATE COURSE,
& 0.17' HMA-SP85 (PG 64-10) SURFACE COURSE
SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN

0.13' OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C.

CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_GOLETA CURB RAMPS 03.DWG Plot Date: 1/23/2025 3:21 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
STORKE ROAD @ HOLLISTER AVENUE

ENLARGEMENT

POWER POLEPORTLAND CEMENT CONCRETE IMPROVEMENTS

INSTALL DETECTABLE WARNING SURFACE
LEGEND

FL FLOW LINE

DESIGN ELEVATION

TP TOP OF PAVEMENT

TC TOP OF CURB

SW SIDEWALK

WATER VALVE COVER
(D=STORM DRAIN, S=SEWER, T=AT&T)

MANHOLE COVER
ROADSIDE SIGN (EX.)

RIGHT-OF-WAY LINE

SURVEY NAIL

EP EDGE OF PAVEMENT

PAVEMENT THICKNESS, WHICHEVER IS GREATER
HMA CONFORM: REMOVE & REPLACE 0.67' OR MATCH EX.

LIGHT STANDARD (EX.)
FIRE HYDRANT (EX.)
(TEL=TELECOM, TRAFFIC=TRAFFIC SIGNAL, ELEC=ELECTRICAL)
TRAFFIC SIGNAL POLE (EX.)

GRADE BREAK
SO. CAL. EDISON MH (EX.)
GB
DH LOOP DETECTOR HANDHOLE (EX.)

WATER METER COVER

VAULT COVER (EX)
LEGEND

REMOVE & REPLACE/CONSTRUCT PCC CURB

CURVE TABLE
CURVE # LENGTH RADIUS DELTA
C1 2.61 1.00 149.3489
C2 29.41 68.00 24.7805
C3 2.51 1.00 144.0424
C4 3.19 2.00 91.3892
C5 2.83 5.00 32.42222

CURB RAMPS
NOTES:

1. SEE SHEET XX FOR CURB RAMPS & CONSTRUCTION NOTES FOR CURB RAMPS.

2. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS.

HP HIGH POINT
ENLARGEMENT NOTES:

PROTECT IN PLACE EXISTING TRAFFIC SIGNAL POLE & BASE.

LOWER UTILITY PRIOR TO COLD PLANE.

CONSTRUCT TYPE A CURB PER SANTA BARBARA COUNTY ENGINEERING STANDARD DETAIL 4-030.

REMOVE & REPLACE EXISTING PCC CURB. PAINT CURB TO MATCH EXISTING.

PROTECT IN PLACE EXISTING LOOP DETECTOR HANDHOLE.
1 8
13 18
5 R/W
& LANDSCAPE RESTORATION

BACKFILL W/ NATIVE SOIL, REGRADE,
STORKE ROAD @ HOLLISTER AVENUE
62 STORKE ROAD

MARKETPLACE DRIVE
1 1
1 1
10 R/W
R/W
6'
4'-2"

11.2'

8.5'

5.5'

11.6'

10.9'
5'
7'
4'
2'

7.7'
4'
12'
3 3
10 9.5'

5.1'

9.2'
4'-2"

8.9'2.8'

9.2'
6'3.3'
6'
R =3.00'
L =4.01'
Δ =76°33'29"
15 8'
5'
2'
2'
18 1701

99.18 CP MAG NAIL

14.2'

27.2'

35.3'

28.1'

POWER POLE

PORTLAND CEMENT CONCRETE IMPROVEMENTS

INSTALL DETECTABLE WARNING SURFACE
LEGEND

FL FLOW LINE

DESIGN ELEVATION

TP TOP OF PAVEMENT

TC TOP OF CURB

SW SIDEWALK

WATER VALVE COVER
(D=STORM DRAIN, S=SEWER, T=AT&T)

MANHOLE COVER
ROADSIDE SIGN (EX.)

RIGHT-OF-WAY LINE

SURVEY NAIL

EP EDGE OF PAVEMENT

PAVEMENT THICKNESS, WHICHEVER IS GREATER
HMA CONFORM: REMOVE & REPLACE 0.67' OR MATCH EX.

LIGHT STANDARD (EX.)
FIRE HYDRANT (EX.)
(TEL=TELECOM, TRAFFIC=TRAFFIC SIGNAL, ELEC=ELECTRICAL)
TRAFFIC SIGNAL POLE (EX.)

GRADE BREAK
SO. CAL. EDISON MH (EX.)
GB
DH LOOP DETECTOR HANDHOLE (EX.)
NOTES:

1. SEE SHEET 2 FOR GENERAL NOTES & CONSTRUCTION NOTES FOR CURB RAMPS.

2. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS.

WATER METER COVER

VAULT COVER (EX)
LEGEND

REMOVE & REPLACE/ CONSTRUCT PCC CURB

HIGH POINTHP
& LANDSCAPE RESTORATION
R/W

BACKFILL W/ NATIVE SOIL, REGRADE,
NTS
REMOVE & REPLACE 0.67' HMA
REMOVE 0.67' PAVEMENT
PLACE 0.25' HMA-SP85 (PG 64-10) BASE COURSE,

0.25' HMA-SP85 (PG 64-10) INTERMEDIATE COURSE,
& 0.17' HMA-SP85 (PG 64-10) SURFACE COURSE
SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN

0.13' OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C.

CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_GOLETA CURB RAMPS 03.DWG Plot Date: 1/23/2025 3:21 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
STORKE ROAD @ MARKETPLACE DRIVE

ENLARGEMENT

CURB RAMPS
ENLARGEMENT NOTES:

PROTECT IN PLACE EXISTING TRAFFIC SIGNAL POLE & BASE.

REMOVE & REPLACE PCC SPANDREL PER SANTA BARBARA COUNTY STANDARD DETAIL 4-020.

RELOCATE EXISTING TRAFFIC BOX TO NEW LOCATION ION PLANS. ADJUST TRAFFIC BOX TO FINISHED GRADE.

SAWCUT & REMOVE PCC SIDEWALK & BACKFILL & REGRADE W/ CLEAN TOPSOIL. GRADE TO 1" BELOW TOP OF ADJACENT CONCRETE SURFACE & LIGHTLY TAMP BACKFILL TO PREVENT FUTURE SETTLEMENT.

PROTECT IN PLACE EXISTING LOOP DETECTOR HANDHOLE.
1 3
10 15
18 STORKE ROAD @ MARKETPLACE DRIVE
63 9'
2'
5'
4'-2"
10'

4.1'

5.2' C1
16'
5'
2'
2'
6 3.3' MIN.
6'
4'-2"
10 1.9'
4'
5'
10'
2'

0.5'

4.7'
7'
2'

10.5'
6'
5'
5'

4.6'

3.9' MIN.
1 1
1 4'

STORKE ROAD

STORKE PLAZA
18 3 3
7 28.4'

17.5'

14.7'

25.2'

POWER POLE

PORTLAND CEMENT CONCRETE IMPROVEMENTS

INSTALL DETECTABLE WARNING SURFACE
LEGEND

FL FLOW LINE

DESIGN ELEVATION

TP TOP OF PAVEMENT

TC TOP OF CURB

SW SIDEWALK

WATER VALVE COVER
(D=STORM DRAIN, S=SEWER, T=AT&T)

MANHOLE COVER
ROADSIDE SIGN (EX.)

RIGHT-OF-WAY LINE

SURVEY NAIL

EP EDGE OF PAVEMENT

PAVEMENT THICKNESS, WHICHEVER IS GREATER
HMA CONFORM: REMOVE & REPLACE 0.67' OR MATCH EX.

LIGHT STANDARD (EX.)
FIRE HYDRANT (EX.)
(TEL=TELECOM, TRAFFIC=TRAFFIC SIGNAL, ELEC=ELECTRICAL)
TRAFFIC SIGNAL POLE (EX.)

GRADE BREAK
SO. CAL. EDISON MH (EX.)
GB
DH LOOP DETECTOR HANDHOLE (EX.)
NOTES:

1. SEE SHEET 2 FOR GENERAL NOTES & CONSTRUCTION NOTES FOR CURB RAMPS.

2. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS.

WATER METER COVER

VAULT COVER (EX)
LEGEND

REMOVE & REPLACE/ CONSTRUCT PCC CURB

HIGH POINTHP
& LANDSCAPE RESTORATION
R/W

BACKFILL W/ NATIVE SOIL, REGRADE,
NTS
REMOVE & REPLACE 0.67' HMA
REMOVE 0.67' PAVEMENT
PLACE 0.25' HMA-SP85 (PG 64-10) BASE COURSE,

0.25' HMA-SP85 (PG 64-10) INTERMEDIATE COURSE,
& 0.17' HMA-SP85 (PG 64-10) SURFACE COURSE
SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN

0.13' OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C.

CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_GOLETA CURB RAMPS 03.DWG Plot Date: 1/23/2025 3:21 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT

CURB RAMPS
STORKE ROAD @ STORKE PLAZA
1 STORKE ROAD @ STORKE PLAZA

ENLARGEMENT
ENLARGEMENT NOTES:

PROTECT IN PLACE EXISTING TRAFFIC SIGNAL POLE & BASE. TRAFFIC SIGNAL MODIFICATIONS TO BE PERFORMED BY OTHERS.

REMOVE & REPLACE PCC SPANDREL PER SANTA BARBARA COUNTY STANDARD DETAIL 4-020.

TRIM & REMOVE EX. PLANT MATERIAL @ BACK OF SIDEWALK.

PROTECT-IN-PLACE EXISTING RETAINING WALL.

RELOCATE EXISTING TRAFFIC BOX TO NEW LOCATION ION PLANS. ADJUST TRAFFIC BOX TO FINISHED GRADE.

PROTECT IN PLACE EXISTING LOOP DETECTOR HANDHOLE.

CURVE TABLE
CURVE # LENGTH RADIUS DELTA
C1 3.78 5.00 43.3531
3 6
7 10
18 64
2'
2'

4.5' 5.8' 9.2'

3.5'

5.8'
5'

5.3'

5.5'
4'
9'4.5'
5'
5'

9.7'

STORKE ROAD

BOLLAY DRIVE
2'
2'
7 3 3
24 11
232
103.30

CP MAG NAIL
22'

22.2'

20.9'

15.9'
NTS
REMOVE & REPLACE 0.67' HMA
REMOVE 0.67' PAVEMENT
PLACE 0.25' HMA-SP85 (PG 64-10) BASE COURSE,

0.25' HMA-SP85 (PG 64-10) INTERMEDIATE COURSE,
& 0.17' HMA-SP85 (PG 64-10) SURFACE COURSE
SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN

0.13' OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C.

POWER POLE

PORTLAND CEMENT CONCRETE IMPROVEMENTS

INSTALL DETECTABLE WARNING SURFACE
LEGEND

FL FLOW LINE

DESIGN ELEVATION

TP TOP OF PAVEMENT

TC TOP OF CURB

SW SIDEWALK

WATER VALVE COVER
(D=STORM DRAIN, S=SEWER, T=AT&T)

MANHOLE COVER
ROADSIDE SIGN (EX.)

RIGHT-OF-WAY LINE

SURVEY NAIL

EP EDGE OF PAVEMENT

PAVEMENT THICKNESS, WHICHEVER IS GREATER
HMA CONFORM: REMOVE & REPLACE 0.67' OR MATCH EX.

LIGHT STANDARD (EX.)
FIRE HYDRANT (EX.)
(TEL=TELECOM, TRAFFIC=TRAFFIC SIGNAL, ELEC=ELECTRICAL)
TRAFFIC SIGNAL POLE (EX.)

GRADE BREAK
SO. CAL. EDISON MH (EX.)
GB
DH LOOP DETECTOR HANDHOLE (EX.)
NOTES:

1. SEE SHEET 2 FOR GENERAL NOTES & CONSTRUCTION NOTES FOR CURB RAMPS.

2. SLOPES SHOWN ON PLANS ARE APPROXIMATE & PROVIDED FOR DESIGN REVIEW. CURB RAMP LAYOUT & CONSTRUCTION SHALL FOLLOW DESIGN ELEVATIONS & DIMENSIONS AS SHOWN ON THESE PLANS.

WATER METER COVER

VAULT COVER (EX)
LEGEND

REMOVE & REPLACE/ CONSTRUCT PCC CURB

HIGH POINTHP
& LANDSCAPE RESTORATION
R/W

BACKFILL W/ NATIVE SOIL, REGRADE,
CONTRACT No.

PROJECT No.

ACCOUNT No.DATE
DATE
DATE

CITY OF GOLETA
DEPARTMENT of PUBLIC WORKS

DESIGNED BY

DRAWN BY
BY

REVISIONS

DESCRIPTION

CHECK BY
REF. DATE

GOLETA, CA
SEAL:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\GOLETA, CITY OF\230268\TASK 02\DRAWINGS\230268-02_GOLETA CURB RAMPS 02.DWG Plot Date: 1/23/2025 3:21 PM SCALE
2025 ARTERIAL

PAVEMENT PROJECT
STORKE ROAD @ BOLLAY DRIVE

ENLARGEMENT
ENLARGEMENT NOTES:

REMOVE & REPLACE PCC SPANDREL PER SANTA BARBARA COUNTY STANDARD DETAIL 4-020.

PROTECT-IN-PLACE EXISTING RETAINING WALL.

CUT & SET DOMES AROUND UTILITY BOX COVER.

PROTECT IN PLACE EXISTING FIRE HYDRANT.
3 CURB RAMPS
7 11
24 STORKE ROAD @ BOLLAY DRIVE
65 SHEET
PROJECT NO.

OF

PLAN DATE

CHECKEDDESIGN
R.C.E. 48052

PROJECT ENGINEER
DESIGN CONSULTANT:

BENGAL ENGINEERING
360 S. HOPE AVE. SUITE C-110
SANTA BARBARA, CA 93105
STORKE ROAD / HOLLISTER AVE. TRANSIT,

BIKE / PED, AND MEDIAN IMPROVEMENTS
9062
T-1
NO. DATE REVISIONS APPD.

HAO SO

SCOTT ONISHUK
JANUARY 20, 2023
PREPARED FOR:

SHEET INDEX
SHT. DESCRIPTION SHT NOS.

TITLE SHEET 1
PROJECT OVERVIEW 2
TYPICAL CROSS SECTIONS 3-4
KEY LINE GEOMETRY 5-10
LAYOUT 11-13
PROFILES 14
CONSTRUCTION DETAILS 15-19
EXISTING UTILITY AND CONFLICT PLAN 20-24
UTILITY CROSS SECTIONS 25-26
PAVEMENT DELINEATION AND SIGN PLAN 27
QUANTITIES 28
SURVEY CONTROL 29
TREE REMOVAL PLAN 30

GENERAL INFORMATION
CITY OF GOLETA:
130 Cremona Dr. Suite B
Goleta, CA 93111
(805) 722-4306
Contact: Kent Yankee
CIVIL ENGINEER:

Bengal Engineering
360 S. Hope Ave. Suite C-110
Santa Barbara, CA 93105
(805) 563-0788
Contact: Scott Onishuk
LAND SURVEYOR:

Reese Water and Land
Surveying Services
900 Los Osos Valley Road, Suite B
Los Osos, CA 93402-3206
(805) 439-2741
Contact: Robert Reese
RIGHT OF WAY AGENT:

Hamner-Jewell
4476 Market St # 601
Ventura, CA 93003-7775
(805) 427-2239
Contact: Don Irelan & Lillian Jewell
The City of Goleta Department of Public Works

PROJECT PLANS FOR CONSTRUCTION
CITY PROJECT NUMBER 9062
THE STORKE ROAD / HOLLISTER AVE. TRANSIT,

BIKE / PED, AND MEDIAN IMPROVEMENTS

CITY OF GOLETA, CALIFORNIA
TO BE SUPPLEMENTED BY CALTRANS STANDARD PLANS DATED 2018, SANTA BARBARA METROPOLITAN TRANSIT DISTRICT BUS STOP STANDARDS REVISED OCTOBER 1, 2004 AND

THE MOST CURRENT SANTA BARBARA COUNTY STANDARD PLANS AND SPECIFICATIONS

ANGELES
LOS

FRANCISCO
SAN
Selected Acronyms and Abbreviations
(See Catrans Std Plan A10A for complete list)

SANTA BARBARA COUNTY

BARBARA
SANTA
LOMPOC

SANTA MARIA
GOLETA
AB Aggregate Base
Abn Abandon
AC Asphalt Concrete
Adj Adjust
BB Beginning of Bridge
BC Beginning of Curve
BCR Beginning of Curb Return
Beg Begin
Bldg Building
BM Bench Mark
Bot Bottom
Br Bridge
Brg Bearing
BVC Beginning of Vertical Curve
BW Bottom of Wall
CAA Cable Anchor Assembly
C-C Center-to-center
Chnl Channel
CI Cast-iron
CIDH Cast In Drilled Hole
CIP Cast in place
CISS Cast in Steel Shell
CL Chain Link
Cl Class
C/L Centerline
Clr Clear
CM Corrugated Metal
Col Column
Conc Concrete
Cr Creek
D Depth
Deg Degree
Det Detail
DI Drainage Inlet
Dia Diameter
Diaph Diaphram
Dist Distance
Dwy Driveway
Ease Easement
EB East Bound
EC End of Curve
ECR End of Curb Return
EG Existing Ground
EOD Edge of Deck
EP Edge of Pavement
ES Edge of Shoulder
ETW Edge of Travelled Way
EVC End Vertical Curve
Exc Excavate
Exist Existing
Exp Expansion
Exp Jt Expansion Joint
Ext Exterior
F&C Frame and Cover
F&G Frame and Grate
Fdn Foundation
FES Flared End Section
FF Filter Fabric
FG Finished Grade
FH Fire Hydrant
Fig Figure
FL Flow Line
FOC Face of Concrete
FS Finished Surface
Ftg Footing
Ga Gauge
GP Grading Plane
Galv Galvanized
GR Guard Railing
Gtr Gutter
H Height
h, hr hour
HW headwall
Horz horizontal
HWM High water mark
HMA Hot Mix Asphalt
Irr Irrigation
Jct Junction
Jt Joint
L length
LOL layout line
LS lump sum
Lt Left
Max Maximum
MBGR Metal Beam Guard Rail
MH Manhole
Min Minimum
Misc Miscellaneous
Mod Modify
NTS Not to scale
Oblr Obliterate
OC Overcrossing
OD Outside Diameter
OG Original Ground
OH Overhead
O-O Out-to-out
Pp age
PB Pull box
PC Point of curvature or
Precast
PCC Pt of compound curvature
Ped Pedestrian
Perm Mtl Permeable Material
PG Profile Grade
PI Point of Intersection
P/L Property Line
PP Power Pole
Pipe Pile
POC Point on Curve
POT Point on Tangent
PRC Point of Reversing Curve
PS&E
Plans, specifcations & Estimate
PS Pre-Stressed
P/S Pre Stressed
PT Point of Tangent
Qty Quantity
R Radius
Reinf Reinforement
Rel Relocate
Ret Retaining
Rev Revised
RSP Rock Slope Protection
Rt Right
R/W Right of Way
Salv Salvage
SG Subgrade
Sht Sheet
Spec Special
Specification
Sta Station
Std Standard
Str Structure
SW Sidewalk
S Sewer
TC Top of Curb
TCB Traffic Control Box
TG Top of Grade
Top of Grate
TP Telephone Pole
Trans Transition
UON Unless otherwise noted
VV alve
Var Variable
VC Vertical Curve
W Width
WH Weep Hole
WM Wire Mesh
Water Meter
WW Wing Wall
WWLOL Wing Wall Layout line

SOUTH STORKE
HWY 101

HOLLISTER AVE

PHELPS RD
No Scale

VICINITY MAP

PROJECT LIMITS

TITLE SHEET
HOME
DEPOT
1 30

FINAL SUBMITTAL

CITY OF GOLETA
Reviewed by:

Signature Date
66 TYPICAL SECTION CONSTRUCTION NOTES:

MANY UNDERGROUND UTILITIES EXIST AND ARE NOT SHOWN.

SEE EXISTING UTILITY AND CONFLICT PLANS FOR MORE INFORMATION.

AB U S P A D
8" CONCRETE
18" AB (CLASS 2)
6" OVER-EX & RE-COMPACT SUB GRADE (95%)

B STORKE ROAD PLUG PAVING
7-1/2" AC
18" AB (CLASS 2)
C 3" COLD PLANE & TEMPORARY OVERLAY

D MAINLINE PAVEMENT RECONSTRUCTION
COLD PLANE 2-3/4" EXISTING SECTION
2" ARHM SURFACE COURSE
3/4" AC BASE COURSE

STRUCTURAL SECTIONS PER PLANS FROM
PAVEMENT ENGINEERING INC.

STORKE PAVEMENT REHABILITATION
SHEET 10 OF 39
TYPICAL SECTION NO. 3
E SIDEWALK:

SEE COUNTY OF SANTA BARBARA STANDARDS 5-010 & 5-040
AT BUS PAD SIDEWALK IS 8' IN WIDTH

F REMOVE EXISTING CURB, BASE AND PAVING
G MEDIAN TREATMENT:

CONTRACTOR TO PROTECT EXISTING LANDSCAPE AND

IRRIGATION FOR OWNER TO RECONSTRUCT LANDSCAPING AND

IRRIGATION SYSTEMS AFTER THE PUBLIC WORKS CONTRACT IS
COMPLETE.

H MEDIAN TREATMENT:

STAMPED CONCRETE, BRICK PATTERN, BRICK COLOR; MATCH
MEDIAN NORTH OF HOLLISTER AVE.

CONCRETE IS 4" MIN. THICKNESS
BEDDED ON 4" MIN. CLASS 4 SUB BASE (ROUND SAND)
LAYOUT CONSTRUCTION NOTES:

I REMOVE EXISTING CURB, BASE AND PAVING AT JOINT OR SAWCUT

J REMOVE EXISTING SIDEWALK AT JOINT OR SAWCUT

K CONTRACTOR TO COORDINATE WITH PROPERTY OWNER

MAINTENANCE TO LEAVE IRRIGATION AND PLANTING IN A MANNER

SUITABLE FOR FUTURE LANDSCAPE AND IRRIGATION BY OTHERS

L REMOVE AND DISPOSE OF EXISTING BUS STOP STRUCTURES,

RETAINING WALL AND COMPONENTS, SEE SPECIAL PROVISIONS
M BUS PAD:

REINFORCED CONCRETE, SEE COUNTY OF SANTA BARBARA
STANDARD 5-120 & 5-130
N CURB:

SEE COUNTY OF SANTA BARBARA STANDARD 4-030, TYPE A
O CURB & GUTTER:

SEE COUNTY OF SANTA BARBARA STANDARD 4-030
P SIDEWALK:

SEE COUNTY OF SANTA BARBARA STANDARDS 5-010 & 5-040
AT BUS PAD SIDEWALK IS 8' IN WIDTH
Q MEDIAN CURB:

SEE COUNTY OF SANTA BARBARA STANDARD 4-035
R MEDIAN CONCRETE TREATMENT:

STAMPED CONCRETE; BRICK PATTERN, BRICK COLOR; MATCH
MEDIAN NORTH OF HOLLISTER AVE.

S RECONSTRUCT BRICK PAVERS AS NECESSARY TO MATCH NEW

SIDEWALK
BUS SHELTER NOTES:

T DEMOLISH EXISTING WOOD BUS SHELTER
U REMOVE 8" X 8" SUPPORT POSTS AND FOOTINGS

V CONSTRUCT NEW MTD BUS SHELTER BY LNI CUSTOM
MANUFACTURING, INC. THE 15' STRUCTURE WITH FOOTINGS AND

ANCHORS TO BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.

W REPAIR SIDEWALK WHERE POSTS AND FOOTINGS WERE LOCATED

AND MATCH ADJACENT GRADES WITH NEW CONCRETE
X PROTECT HARDSCAPE, FEATURES TO REMAIN.

Y REMOVE AND DISPOSE OF EXITING BENCHES AND TRASH CANS

AND REPLACE WITH NEW BENCHES AND TRASH CANS PER MTD
STANDARDS.

LEGEND:

CONCRETE
3" COLD PLANE &

TEMPORARY OVERLAY

PLUG PAVING

SEE TYPICAL SECTIONS
SAWCUT

STAMPED CONCRETE

BRICK PATTERN

DAYLIGHT

NEW RIGHT-OF-WAY
TCETCE
R/W
Exist R/W
Exist R/W
Exist R/W
EASE
P/L
EASE
EASE
EASE
073-440-016 073-440-024 073-440-018
R/W
R/W
073-100-024
073-100-032073-100-030073-100-004
073-140-004
073-140-030
073-100-019
R/W

R/W EASE EASE
073-100-025
073-100-033
47 48
49 50
51 52
53 54
55 56
27 28 29 30 31 32 33
"STO"
"STO"R/W
R/W
TCE
TCE
R/W
R/W
R/W
SHEET
PROJECT NO.

OF

PLAN DATE

CHECKEDDESIGN
R.C.E. 48052

PROJECT ENGINEER
DESIGN CONSULTANT:

BENGAL ENGINEERING
360 S. HOPE AVE. SUITE C-110
SANTA BARBARA, CA 93105
STORKE ROAD / HOLLISTER AVE. TRANSIT,

BIKE / PED, AND MEDIAN IMPROVEMENTS
9062
PO-1
NO. DATE REVISIONS APPD.

HAO SO

SCOTT ONISHUK
JANUARY 20, 2023
PREPARED FOR:

PROJECT OVERVIEW
STORKE RD.

HOLLISTER AVE
MARKETPLACE DR.

CORTONA RD.

EXTEND

BUS PAD

MEDIAN MODIFICATIONS

REMOVE BUS STOP AND

RIGHT-TURN EXTENSION

REMODEL BUS SHELTER
NORTH

STORKE ROAD
SCALE 1" = 40'
00 40' 80'
2 30
NOTES:

CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE

ENGINEERED TRAFFIC CONTROL AND PHASING PLANS

IN COORDINATION WITH MAINLINE PAVEMENT REPAIR
PROJECT.

CONTRACTOR SHALL ALSO BE REQUIRED TO PROVIDE

STORM WATER CONTROL PLANS AND TEMPORARY /
PERMANENT BMPs AS A PORTION OF THE MAINLINE
PAVEMENT REPAIR PROJECT.
67 10' & VAR.VAR.
"MED" LINE
5+00 TO 10+62.34
FL
"MED" LINE
FL
VAR.

CL
"STO" LINE
51+50 TO 52+87.85
10' & VAR.

VAR.VAR.OG
PGPG
B B
FF

MAINLINE PAVEMENT RECONSTRUCTION
SEE PAVEMENT ENGINEERING INC. PLAN
D

MAINLINE PAVEMENT RECONSTRUCTION
SEE PAVEMENT ENGINEERING INC. PLAN
D
G
SAWCUT
SAWCUTEXISTING 30" HDPE STORM DRAIN
(E) FL (E) FL
±35'10' BUS POCKET8.58'
CL
"BW-1" LINEDL
50' & VAR.
2% & VAR.1.5% MAX3
1 PG
OG
A
5'

COLD PLANE
& TEMP.

OVERLAY±12'
5'

SIDEWALK
FROM
HOME
DEPOT

1.5% MAX VAR.

EX. R/W

52.5'
"BUS" LINE
1+00 TO 2+28
FL
"STO" LINE
47+75 TO 49+02
SAWCUT
1'
C

MAINLINE PAVEMENT RECONSTRUCTION
SEE PAVEMENT ENGINEERING INC. PLAN
D

SEE CONSTRUCTION DETAILS FOR LAYOUT OF

INTERSECTING SIDEWALK FROM HOME DEPOT
E
E
F
B
EXISTING 48" HDPE STORM DRAIN
50' & VAR.8.58'
CL
PG
3 1
"BW-1" LINEDL

1.5% MAX
EX. R/W

52.5'
"STO" LINE
49+02 TO 49+72
"BUS" LINE
2+28 TO 2+98
FL

MAINLINE PAVEMENT RECONSTRUCTION
SEE PAVEMENT ENGINEERING INC. PLAN
D

EXISTING BUS POCKET TO REMAIN
E
OG
EXISTING 48" HDPE STORM DRAIN
TYPICAL SECTION CONSTRUCTION NOTES:

MANY UNDERGROUND UTILITIES EXIST AND ARE NOT SHOWN.

SEE EXISTING UTILITY AND CONFLICT PLANS FOR MORE INFORMATION.

A BUS PAD
8" CONCRETE
18" AB (CLASS 2)
6" OVER-EX & RE-COMPACT SUB GRADE (95%)

B STORKE ROAD PLUG PAVING
7-1/2" AC
18" AB (CLASS 2)
C 3" COLD PLANE & TEMPORARY OVERLAY

D MAINLINE PAVEMENT RECONSTRUCTION
COLD PLANE 2-3/4" EXISTING SECTION
2" ARHM SURFACE COURSE
3/4" AC BASE COURSE

STRUCTURAL SECTIONS PER PLANS FROM
PAVEMENT ENGINEERING INC.

STORKE PAVEMENT REHABILITATION
SHEET 10 OF 39
TYPICAL SECTION NO. 3
E SIDEWALK:

SEE COUNTY OF SANTA BARBARA STANDARDS 5-010 & 5-040
AT BUS PAD SIDEWALK IS 8' IN WIDTH

F REMOVE EXISTING CURB, BASE AND PAVING
G MEDIAN TREATMENT:

CONTRACTOR TO PROTECT EXISTING LANDSCAPE AND

IRRIGATION FOR OWNER TO RECONSTRUCT LANDSCAPING AND

IRRIGATION SYSTEMS AFTER THE PUBLIC WORKS CONTRACT IS
COMPLETE.

SHEET
PROJECT NO.

OF

PLAN DATE

CHECKEDDESIGN
R.C.E. 48052

PROJECT ENGINEER
DESIGN CONSULTANT:

BENGAL ENGINEERING
360 S. HOPE AVE. SUITE C-110
SANTA BARBARA, CA 93105
STORKE ROAD / HOLLISTER AVE. TRANSIT,

BIKE / PED, AND MEDIAN IMPROVEMENTS
9062
X-1
NO. DATE REVISIONS APPD.

HAO SO

SCOTT ONISHUK
JANUARY 20, 2023
PREPARED FOR:

TYPICAL SECTIONS

STORKE ROAD
SCALE 1" = 5'
005 ' 1 0'
3 30
68 CL
"STO" LINE
52+87.85 TO 54+30
9' & VAR. 12' & VAR.VAR.21' & VAR.
14' MAINLINE PAVEMENT

RECONSTRUCTION SEE

PAVEMENT ENGINEERING
INC. PLAN18'5.58'
DL
"BW-2"
LINE
"MED" LINE
5+00 TO 10+62.34
B B
B
FF
2 1 OG
PG
PG
PG

1.5% MAX
VAR. VAR.

VAR.

FLFL
74' TO 62'
"FL" LINE
2+00 TO 3+00
FL
R/W
D
H

MAINLINE PAVEMENT RECONSTRUCTION
SEE PAVEMENT ENGINEERING INC. PLAN
F
DE
SAWCUT
SAWCUT
SAWCUT

SEE LAYOUTS FOR LIMITS OF

MEDIAN CONCRETE TREATMENT
EXISTING 30" HDPE STORM DRAIN
CL
"STO" LINE
54+30 TO 55+68
5' & VAR.9' & VAR.

PG

1.5% MAX
FL
5'
"BW-2"
LINE
±47'
"FL" LINE
3+00 TO 4+72
EX. R/W
62'
VAR.

B
F
E D D

EXISTING TO REMAIN

MAINLINE PAVEMENT RECONSTRUCTION
SEE PAVEMENT ENGINEERING INC. PLAN

MAINLINE PAVEMENT RECONSTRUCTION
SEE PAVEMENT ENGINEERING INC. PLANOG
SAWCUT
H
FILL IN "HOLE" WHERE

BUS STOP IS REMOVED

PARKWAY LANDSCAPING

AND IRRIGATION TO BE

INSTALLED AND MAINTAINED

BY PROPERTY OWNER
TYPICAL SECTION CONSTRUCTION NOTES:

MANY UNDERGROUND UTILITIES EXIST AND ARE NOT SHOWN.

SEE EXISTING UTILITY AND CONFLICT PLANS FOR MORE INFORMATION.

A BUS PAD
8" CONCRETE
18" AB (CLASS 2)
6" OVER-EX & RE-COMPACT SUB GRADE (95%)

B STORKE ROAD PLUG PAVING
7-1/2" AC
18" AB (CLASS 2)
C 3" COLD PLANE & TEMPORARY OVERLAY

D MAINLINE PAVEMENT RECONSTRUCTION
COLD PLANE 2-3/4" EXISTING SECTION
2" ARHM SURFACE COURSE
3/4" AC BASE COURSE

STRUCTURAL SECTIONS PER PLANS FROM
PAVEMENT ENGINEERING INC.

STORKE PAVEMENT REHABILITATION
SHEET 10 OF 39
TYPICAL SECTION NO. 3
E SIDEWALK:

SEE COUNTY OF SANTA BARBARA STANDARDS 5-010 & 5-040
AT BUS PAD SIDEWALK IS 8' IN WIDTH

F REMOVE EXISTING CURB, BASE AND PAVING
G MEDIAN TREATMENT:

CONTRACTOR TO PROTECT EXISTING LANDSCAPE AND

IRRIGATION FOR OWNER TO RECONSTRUCT LANDSCAPING AND

IRRIGATION SYSTEMS AFTER THE PUBLIC WORKS CONTRACT IS
COMPLETE.

H MEDIAN TREATMENT:

STAMPED CONCRETE, BRICK PATTERN, BRICK COLOR; MATCH
MEDIAN NORTH OF HOLLISTER AVE.

CONCRETE IS 4" MIN. THICKNESS
BEDDED ON 4" MIN. CLASS 4 SUB BASE (ROUND SAND)
SHEET
PROJECT NO.

OF

PLAN DATE

CHECKEDDESIGN
R.C.E. 48052

PROJECT ENGINEER
DESIGN CONSULTANT:

BENGAL ENGINEERING
360 S. HOPE AVE. SUITE C-110
SANTA BARBARA, CA 93105
STORKE ROAD / HOLLISTER AVE. TRANSIT,

BIKE / PED, AND MEDIAN IMPROVEMENTS
9062
X-2
NO. DATE REVISIONS APPD.

HAO SO

SCOTT ONISHUK
JANUARY 20, 2023
PREPARED FOR:

TYPICAL SECTIONS

STORKE ROAD
SCALE 1" = 5'
005 ' 1 0'
4 30
69 L1
C1
L2
C2
L3
201
202
101
102
102
"STO" LINE
"SAW-1" LINE
"BW-1" LINE
"BUS" LINE
1 2
3 4
10 10
10+00.00 BEG
10+62.02 END
10+09.23 BC
10+47.27 BC
10+19.70 EC
10+57.88 EC
1+00.00 BEG
2+28.32 END
1+07.36 BC
1+29.03 BC
1+16.87 EC
1+38.55 EC
"SW" LINE
L43 C16
L44
C17
L45
L47
48 49
50 "BUS" LINE

SEGMENT ID
L1
C1
L2
C2
L3
START

STATION
1+00.00
1+07.36
1+16.87
1+29.03
1+38.55
START

NORTHING
1983291.08
1983298.44
1983307.76
1983319.16
1983328.49
START

EASTING
5997852.19
5997852.37
5997850.80
5997846.55
5997844.99
LENGTH

7.36 9.51

12.16 9.51

89.77 END

STATION
1+07.36
1+16.87
1+29.03
1+38.55
2+28.32

DIRECTION/
DELTA
N01°21'43"E
021°47'43"
N20°26'00"W
021°48'05"
N01°22'05"E
RADIUS

25.00 25.00
"SW" LINE

SEGMENT ID
L43
C16
L44
C17
L45
START

STATION
10+00.00
10+09.23
10+19.70
10+47.27
10+57.88
START

NORTHING
1983366.31
1983366.22
1983371.13
1983394.88
1983399.79
START

EASTING
5997793.17
5997802.40
5997811.11
5997825.13
5997833.98
LENGTH

9.23 10.47

27.57 10.61

4.13 END

STATION
10+09.23
10+19.70
10+47.27
10+57.88
10+62.02

DIRECTION/
DELTA
S89°26'20"E
060°00'00"
N30°33'40"E
060°48'24"
S88°37'55"E
RADIUS

10.00 10.00
"STO" LINE

SEGMENT ID
L47
START

STATION
10+01.40
START

NORTHING
1979517.55
START

EASTING
5997804.00
LENGTH
4655.32
END

STATION
56+56.72

DIRECTION/
DELTA
N01°22'05"E
RADIUS
SHEET
PROJECT NO.

OF

PLAN DATE

CHECKEDDESIGN
R.C.E. 48052

PROJECT ENGINEER
DESIGN CONSULTANT:

BENGAL ENGINEERING
360 S. HOPE AVE. SUITE C-110
SANTA BARBARA, CA 93105
STORKE ROAD / HOLLISTER AVE. TRANSIT,

BIKE / PED, AND MEDIAN IMPROVEMENTS
9062
K-1
NO. DATE REVISIONS APPD.

HAO SO

SCOTT ONISHUK
JANUARY 20, 2023
PREPARED FOR:

KEY LINE GEOMETRY
NORTH

STORKE ROAD
SCALE 1" = 10'
00 10' 20'
5 30
70 302
303
402
403
505
506
507
508
509
510
2+00.00 BEG
2+60.12 BC
3+12.06 BC
2+80.85 EC
3+36.81 EC
1 2
3 5+00.00 BEG
10+62.34 END
5+38.21 BC
5+74.41 BC
7+74.04 BC
9+17.90 BC
10+01.55 BC
5+58.17 EC
5+92.49 EC
7+87.39 EC
9+56.20 EC
10+38.51 EC
5 6
7 8
9 10
L4
C3
L5
C4
L7
C6
L8
C7
L9
C8
L10
C9
L11
C10
L12
"MED" LINE
"FL" LINE
"BW-2" LINE
"SAW-2" LINE
"SAW-3" LINE
"STO" LINE
"SAW-3" LINE
52 53
54 "FL" LINE

SEGMENT ID
L4
C3
L5
C4
START

STATION
2+00.00
2+60.12
2+80.85
3+12.06
START

NORTHING
1983816.45
1983876.57
1983897.04
1983927.06
START

EASTING
5997842.67
5997842.45
5997845.26
5997853.77
LENGTH

60.11 20.73

31.21 24.75
END

STATION
2+60.12
2+80.85
3+12.06
3+36.81

DIRECTION/
DELTA
N00°12'49"W
016°03'04"
N15°50'15"E
014°28'10"
RADIUS

74.00 98.00
"MED" LINE

SEGMENT ID
L7
C6
L8
C7
L9
C8
L10
C9
L11
C10
L12
START

STATION
5+00.00
5+38.21
5+58.17
5+74.41
5+92.49
7+74.04
7+87.39
9+17.90
9+56.20
10+01.55
10+38.51
START

NORTHING
1983945.45
1983907.25
1983887.50
1983871.84
1983853.98
1983672.43
1983672.30
1983802.74
1983840.74
1983884.86
1983921.53
START

EASTING
5997886.33
5997885.42
5997887.84
5997892.13
5997894.57
5997895.24
5997903.84
5997908.17
5997904.37
5997893.90
5997890.06
LENGTH

38.21 19.96

16.24 18.07
181.55

13.35 130.51

38.31 45.34

36.97 23.82
END

STATION
5+38.21
5+58.17
5+74.41
5+92.49
7+74.04
7+87.39
9+17.90
9+56.20
10+01.55
10+38.51
10+62.34

DIRECTION/
DELTA
S01°22'05"W
016°41'57"
S15°19'53"E
015°07'04"
S00°12'49"E
177°53'04"
N01°54'07"E
015°14'33"
N13°20'25"W
014°42'30"
N01°22'05"E
RADIUS

68.50 68.50

4.30 144.00
144.00
SHEET
PROJECT NO.

OF

PLAN DATE

CHECKEDDESIGN
R.C.E. 48052

PROJECT ENGINEER
DESIGN CONSULTANT:

BENGAL ENGINEERING
360 S. HOPE AVE. SUITE C-110
SANTA BARBARA, CA 93105
STORKE ROAD / HOLLISTER AVE. TRANSIT,

BIKE / PED, AND MEDIAN IMPROVEMENTS
9062
K-2
NO. DATE REVISIONS APPD.

HAO SO

SCOTT ONISHUK
JANUARY 20, 2023
PREPARED FOR:

MATCHLINE 54+40
NORTH

STORKE ROAD
SCALE 1" = 10'
00 10' 20'

KEY LINE GEOMETRY
6 30
71 28
57 304 4043+97.51 BC
4+71.82 EC-END
4 5
4 11
12 L6
C5
"BW-2" LINE
"SAW-2" LINE
"STO" LINE
"HOL" LINE
"STO-N" LINE
"MED" LINE
"FL" LINE
55 56
56 "FL" LINE

SEGMENT ID
L6
C5
START

STATION
3+36.81
3+97.51
START

NORTHING
1983951.47
1984012.15
START

EASTING
5997857.46
5997858.91
LENGTH

60.70 74.31
END

STATION
3+97.51
4+71.82

DIRECTION/
DELTA
N01°22'05"E
021°17'14"
RADIUS
200.00
SHEET
PROJECT NO.

OF

PLAN DATE

CHECKEDDESIGN
R.C.E. 48052

PROJECT ENGINEER
DESIGN CONSULTANT:

BENGAL ENGINEERING
360 S. HOPE AVE. SUITE C-110
SANTA BARBARA, CA 93105
STORKE ROAD / HOLLISTER AVE. TRANSIT,

BIKE / PED, AND MEDIAN IMPROVEMENTS
9062
K-3
NO. DATE REVISIONS APPD.

HAO SO

SCOTT ONISHUK
JANUARY 20, 2023
PREPARED FOR:

NORTH

STORKE ROAD
SCALE 1" = 10'
00 10' 20'
MATCHLINE 54+40

KEY LINE GEOMETRY
7 30
72 48
49 50
"STO" LINE
"SAW-1" LINE
"BW-1" LINE
"BUS" LINE
1 2
3 4
101
102
101+00.00 BEG
101+05.04 AP
101+11.40 BC
101+23.12 EC
101+25.19 BC
101+37.97 EC
102+77.45 AP
102+87.36 AP
102+98.19 END
201
202
201+00.00 BEG
202+27.00 END
201+60.94 AP
201+96.39 AP
201+22.29 AP
L13
L14
C11
L15
C12
L16
L17
L18
L19
L20
L21
L22
10 10
"SW" LINE
"SAW-1" LINE

SEGMENT ID
L19
L20
L21
L22
START

STATION
201+00.00
201+22.29
201+60.94
201+96.39
START

NORTHING
1983290.91
1983313.19
1983351.81
1983387.27
START

EASTING
5997859.42
5997860.06
5997861.40
5997861.68
LENGTH

22.29 38.65

35.46 30.61
END

STATION
201+22.29
201+60.94
201+96.39
202+27.00

DIRECTION/
DELTA
N01°39'14"E
N01°59'00"E
N00°27'28"E
N00°18'12"E
RADIUS
"BW-1" LINE

SEGMENT ID
L13
L14
C11
L15
C12
L16
L17
L18
START

STATION
101+00.00
101+05.04
101+11.40
101+23.12
101+25.19
101+37.97
102+77.45
102+87.36
START

NORTHING
1983291.39
1983296.37
1983302.69
1983314.22
1983316.16
1983328.69
1983468.12
1983477.82
START

EASTING
5997839.19
5997839.94
5997840.65
5997839.24
5997838.51
5997836.41
5997839.74
5997837.67
LENGTH

5.04 6.36

11.73 2.07

12.78 139.47

9.92 10.83
END

STATION
101+05.04
101+11.40
101+23.12
101+25.19
101+37.97
102+77.45
102+87.36
102+98.19

DIRECTION/
DELTA
N08°34'24"E
N06°26'37"E
026°52'38"
N20°26'00"W
021°48'05"
N01°22'05"E
N12°02'52"W
N07°47'39"W
RADIUS

25.00 33.58
SHEET
PROJECT NO.

OF

PLAN DATE

CHECKEDDESIGN
R.C.E. 48052

PROJECT ENGINEER
DESIGN CONSULTANT:

BENGAL ENGINEERING
360 S. HOPE AVE. SUITE C-110
SANTA BARBARA, CA 93105
STORKE ROAD / HOLLISTER AVE. TRANSIT,

BIKE / PED, AND MEDIAN IMPROVEMENTS
9062
K-4
NO. DATE REVISIONS APPD.

HAO SO

SCOTT ONISHUK
JANUARY 20, 2023
PREPARED FOR:

KEY LINE GEOMETRY
NORTH

STORKE ROAD
SCALE 1" = 10'
00 10' 20'
8 30
73 52
53 54
"MED" LINE
"FL" LINE
"BW-2" LINE
"SAW-2" LINE
"SAW-3" LINE
"STO" LINE
"SAW-3" LINE
1 2
3 302
303
302+00.00 BEG
302+05.03 AP
302+60.14 BC
302+89.47 BC
302+82.44 EC
302+97.05 EC
402
403
402+00.00 BEG
402+30.21 AP
402+66.34 AP
403+14.20 AP
510505
506
507
508
509
510
5 6
7 8
9 10
505+00.00 BEG 510+93.64 END
506+12.59 AP
506+48.95 AP
507+00.30 AP
507+81.70 AP
508+10.04 AP
510+35.46 AP
L23
L24
C13
L25
C14
L29
L30
L31
L36
L37
L38
L39
L40
L41
L42
"BW-2" LINE

SEGMENT ID
L23
L24
C13
L25
C14
START

STATION
302+00.00
302+05.03
302+60.14
302+82.44
302+89.47
START

NORTHING
1983816.43
1983821.43
1983876.55
1983898.56
1983905.33
START

EASTING
5997836.56
5997837.07
5997836.87
5997839.89
5997841.81
LENGTH

5.03 55.11

22.29 7.04

7.58 END

STATION
302+05.03
302+60.14
302+82.44
302+89.47
302+97.05

DIRECTION/
DELTA
N05°47'47"E
N00°12'49"W
016°03'04"
N15°50'15"E
014°28'10"
RADIUS

79.58 30.00
"SAW-3" LINE

SEGMENT ID
L36
L37
L38
L39
L40
L41
L42
START

STATION
505+00.00
506+12.59
506+48.95
507+00.30
507+81.70
508+10.04
510+35.46
START

NORTHING
1983945.69
1983833.13
1983796.77
1983746.65
1983665.25
1983665.36
1983890.65
START

EASTING
5997876.33
5997873.64
5997873.78
5997884.97
5997885.27
5997913.62
5997921.10
LENGTH
112.59

36.36 51.35

81.40 28.35
225.42

58.18 END

STATION
506+12.59
506+48.95
507+00.30
507+81.70
508+10.04
510+35.46
510+93.64

DIRECTION/
DELTA
S01°22'05"W
S00°12'49"E
S12°34'58"E
S00°12'49"E
N89°47'11"E
N01°54'07"E
N20°36'14"W
RADIUS
"SAW-2" LINE

SEGMENT ID
L29
L30
L31
START

STATION
402+00.00
402+30.21
402+66.34
START

NORTHING
1983816.52
1983846.72
1983882.85
START

EASTING
5997859.93
5997860.39
5997861.11
LENGTH

30.21 36.13

47.86 END

STATION
402+30.21
402+66.34
403+14.20

DIRECTION/
DELTA
N00°52'46"E
N01°08'24"E
N01°20'44"E
RADIUS
SHEET
PROJECT NO.

OF

PLAN DATE

CHECKEDDESIGN
R.C.E. 48052

PROJECT ENGINEER
DESIGN CONSULTANT:

BENGAL ENGINEERING
360 S. HOPE AVE. SUITE C-110
SANTA BARBARA, CA 93105
STORKE ROAD / HOLLISTER AVE. TRANSIT,

BIKE / PED, AND MEDIAN IMPROVEMENTS
9062
K-5
NO. DATE REVISIONS APPD.

HAO SO

SCOTT ONISHUK
JANUARY 20, 2023
PREPARED FOR:

MATCHLINE 54+40
NORTH

STORKE ROAD
SCALE 1" = 10'
00 10' 20'

KEY LINE GEOMETRY
9 30
74 28
57 55
56 "BW-2" LINE
"SAW-2" LINE
"STO" LINE
"HOL" LINE
"STO-N" LINE
"MED" LINE
"FL" LINE
4 5
304
304+68.32 END
304+38.89 AP
304+62.59 AP
404
404+78.46 END
403+74.39 AP
404+22.36 AP
404+37.77 AP
404+45.38 BC
4 11
12 L26
L27
L28
L32
L33
L34
L35
C15
"BW-2" LINE

SEGMENT ID
L26
L27
L28
START

STATION
302+97.05
304+38.89
304+62.59
START

NORTHING
1983912.80
1984054.61
1984078.03
START

EASTING
5997842.94
5997846.32
5997842.72
LENGTH
141.84

23.70 5.73
END

STATION
304+38.89
304+62.59
304+68.32

DIRECTION/
DELTA
N01°22'05"E
N08°44'31"W
N45°42'20"W
RADIUS
L32
L33
L34
L35
C15
403+14.20
403+74.39
404+22.36
404+37.77
404+45.38
1983930.70
1983990.87
1984038.83
1984054.23
1984053.86
5997862.23
5997863.70
5997864.80
5997865.17
5997857.57

60.19 47.97

15.40 7.61

33.08 403+74.39
404+22.36
404+37.77
404+45.38
404+78.46
N01°24'03"E
N01°18'23"E
N01°22'45"E
S87°15'08"W
009°23'03" 202.00
"SAW-2" LINE

SEGMENT ID START

STATION
START

NORTHING
START

EASTING LENGTH END

STATION

DIRECTION/

DELTA RADIUS
SHEET
PROJECT NO.

OF

PLAN DATE

CHECKEDDESIGN
R.C.E. 48052

PROJECT ENGINEER
DESIGN CONSULTANT:

BENGAL ENGINEERING
360 S. HOPE AVE. SUITE C-110
SANTA BARBARA, CA 93105
STORKE ROAD / HOLLISTER AVE. TRANSIT,

BIKE / PED, AND MEDIAN IMPROVEMENTS
9062
K-6
NO. DATE REVISIONS APPD.

HAO SO

SCOTT ONISHUK
JANUARY 20, 2023
PREPARED FOR:

NORTH

STORKE ROAD
SCALE 1" = 10'
00 10' 20'
MATCHLINE 54+40

KEY LINE GEOMETRY
10 30
75 Exist R/W
Exist R/W
Exist R/W
Exist R/W
EASE
EASE
EASE
EASE
EASE
EASE
EASE
EASE
073-440-016
10" 6" MELA
14" EUC
16" MELA0" 10" 8" MELA
20" SYC
5" 4" OLIVE
6" 5" OLIVE
10" 6" OLIVE
16" SPRUCE
8" 5" OLIVE
14" SPRUCE
32" PINE
9" JAC
(32)
(36)
(33)
(34)
(36)
(32)
34 32
31 48
49 50
1 2
3 4
10+09.23

2.50'RT
10+05.00

2.50'RT
10+09.23

2.50'LT
M
NP
-1.50%
-3.11%
"STO"

41.90' LT "STO" 47+75.00
"BUS" 1+00 =

50.00' LT "STO" 49+02.00

SAWCUT AT EXISTING

JOINT IN BUS POCKET
"BUS" 2+28.32 =
1+00.00

13.01'LT
(38)
(37)
(37)
(36)
(35)
(34)

56.73' LT "STO" 49+72.50
"BUS" 2+97.66 =
-3.32%
-2.92%
-2.08%
140'
-2.41%
-1.50%
-1.50%
8' 10'
O
(33)
(35)
(34)
(33)
36 34
32 33
35 33
37 32
1+14.67

11.23'LT
1+26.96

8.58'LT
10+62.026.50'RT
10+62.026.50'LT
10+19.702.50'RT
10+57.88

2.50'RT
10+19.702.50'LT
10+47.272.50'LT
10+57.88

2.50'LT
I
J
J
JK
PL
SAWCUT"BUS" LINE
10 10
5'
"SW" LINE
TCE
TCE
TCE
TCE
TCE
TCE
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
10+00.00

2.50'RT
10+00.00

2.50'LT
10+04.97

2.50'LT
2+96.45

14.04'LT
2+77.88

8.59'LT
1+38.55

8.58'LT
10+47.27

2.50'RT JK
P
-4.80%
-1.50%

NEW UCSB
COM. MH
SEE SHEET C-4 FOR

BUS SHELTER LAYOUT
LAYOUT CONSTRUCTION NOTES:

I REMOVE EXISTING CURB, BASE AND PAVING AT JOINT OR SAWCUT

J REMOVE EXISTING SIDEWALK AT JOINT OR SAWCUT

K CONTRACTOR TO COORDINATE WITH PROPERTY OWNER

MAINTENANCE TO LEAVE IRRIGATION AND PLANTING IN A MANNER

SUITABLE FOR FUTURE LANDSCAPE AND IRRIGATION BY OTHERS

L REMOVE AND DISPOSE OF EXISTING BUS STOP STRUCTURES,

RETAINING WALL AND COMPONENTS, SEE SPECIAL PROVISIONS
M BUS PAD: