Arroyo Grande City Council
April 11, 2023

101 W. Branch Street Letter of Opinion [23044]

PAGE & TURNBULL 170 MAIDEN LANE, 5TH FLOOR SAN FRANCISCO, CALIFORNIA 94108 TEL 415-362-5154 Figure 2. The northeast façade, facing Bridge Street.

Source: Google Street View, 2020.

Figure 3. The Northwest facade, facing W. Branch
Street. Source: Google Street View, 2020.

Figure 4. The southwest facade. Source: Google
Street View, 2020.

Figure 5. The southeast facade. Source: Google
Street View, 2018.

Methodology
To prepare this memorandum, Page & Turnbull reviewed images of the property using Google Street View, the Historic Resource Data Sheet prepared for the property in 1991, State of California Department of Parks and Recreation (DPR) 523 forms prepared by Page & Turnbull in 2011, the associated Survey Report prepared in 2011, and information about the proposed mural project provided by Visit SLO CAL.

Existing Historic Status
A Historic Resource Survey (HRS) was completed for the Village Commercial, Village Residential, and Historic Design Overlay District areas of Arroyo Grande in 1991. 7KHVXUYH\ZDVOLPLWHGWRWKHFLW\ȇV commercial and residential Village core, centered on the area between Branch Street and Cherry Avenue between Traffic Way and Crown Hill. During the project, 118 properties were surveyed and

101 W. Branch Street Letter of Opinion [23044]

PAGE & TURNBULL 170 MAIDEN LANE, 5TH FLOOR SAN FRANCISCO, CALIFORNIA 94108 TEL 415-362-5154 inventory sheets were completed for each, including the building at 101 W. Branch Street. The 1991 survey documentation describes physical characteristics of the building but does not include an evaluation of historic significance.

In 2011, Page & Turnbull completed the City of Arroyo Grande Historic Context Statement (HCS) and Survey Report. The HCS was revised by the City of Arroyo Grande Historical Resources Committee in 2013. The project provided a framework for the documentation and evaluation of historic resources in Arroyo Grande. It included a city-wide historic context statement, summarizing the history and development of the Arroyo Grande, and an intensive level architectural survey of properties in the Village Commercial Core along Branch Street. DPR 523 A and B forms were prepared for each of the properties that were intensively surveyed, including 101 W. Branch Street. The property was FRQVWUXFWHGDURXQG
GXULQJWKHȊ9LOODJHRI$UUR\R*UDQGH
-

ȋSHULRGRI$UUR\R
*UDQGHȇVKLVWRU\DQGLVDQH[DPSOHRIFRPPHUFLDOGHYHORSPHQWGXULQJWKDWSHULRG According to the DPR forms, the property is eligible for listing on the National Register and California Register under Criteria A and 1 (events)UHVSHFWLYHO\IRULWVDVVRFLDWLRQȊZLWKWKHHDUO\FRPPHUFLDO GHYHORSPHQWRIWKH9LOODJH&RUHȋDQGunder Criteria C and 3 (architecture) Ȋas one of few brick FRPPHUFLDOEORFNVLQWKH9LOODJH&RUHȋWKDWȊHPERGLHVGLVWLQFWLYHFKDUDFWHULVWLFVRIWKHEXLOGLQJW\SH DQGSRVVHVVHVKLJKDUWLVWLFYDOXHȋ1
Character-Defining Features
The City of Arroyo Grande HCS and Survey Report lists the following character-defining features for commercial properties constructed during the Village of Arroyo Grande (1862-1910) period of the FLW\ȇVKLVWRU\

x Commercial use
x Located along Branch Street or Bridge Street
x Vernacular, Western False-Front, False-Front Italianate, or twentieth-century commercial style
x Modest in size
x Sited on property line, no setback
x Wood-frame or masonry (brick or stone) construction
x One or two stories in height
x Wood, stone or brick cladding
x Glass storefronts with wood sash windows (typically fixed, double-hung or casement) 1 3DJH 7XUQEXOOȊ:HVW%UDQFK6WUHHW-%ULGJH6WUHHWȋ'HSDUWPHQWRI3DUNVDQG5HFUHDWLRQ'35$DQG% Forms, 2011, 2.

101 W. Branch Street Letter of Opinion [23044]

PAGE & TURNBULL 170 MAIDEN LANE, 5TH FLOOR SAN FRANCISCO, CALIFORNIA 94108 TEL 415-362-5154 x Flat, pent or gable roof with parapet2
Additional character-defining features, specific to 101 W. Branch Street, based on imagery available on Google Street View, include the following:
x Dentilled wood cornice
x Double-hung wood sash windows with ogee lugs
x Glazed wood doors
x Brick masonry bands, pilasters, and stringcourses
x Angled recessed storefronts with glazed transoms and large display windows Existing Guidance on Exterior Murals
6HFUHWDU\RIWKH,QWHULRUµV6WDQGDUGVIRU5HKDELOLWDWLRQ The 6HFUHWDU\RIWKHΔQWHULRUȇV6WDQGDUGVIRUthe Treatment of Historic Properties with Guidelines for Preserving, Rehabilitating, Restoring & Reconstruction Historic Buildings Ȋ62Ζ6WDQGDUGV with Illustrated
*XLGHOLQHVȋ
does not provide any specific guidance about new murals on historic buildings. The guidance related to paint generally can be summarized as follows: do not apply paint or other coatings to materials that have historically been unpainted or uncoated, and do not remove paint from historically painted materials and leave unpainted or uncoated.

ΖQDGGLWLRQWR3DJH 7XUQEXOOȇVDVVHVVPHQWRIWKHLPSDFWRIWKHSURSRVHGPXUDOVRQWhe historic eligibility of the property at 101 W. Branch Street, the murals will need to comply with all relevant City of Arroyo Grande code requirements and design guidelines, which are included in the Appendix.

Recommendations
For the purposes of this letter of opinion, murals are assumed to be painted murals. Page & Turnbull makes the following recommendations for painting murals on the existing painted brick exterior facades of a historic building.

Materials
Exterior murals should be applied using paint that is:

1. Breathable. Non-breathable paints such as elastomeric paints, which form a vapor barrier that will trap moisture in the brick masonry, should not be used.

2. Water-based and film-forming. Solvent-based paints should be avoided as they may cut through the existing exterior paint and stain the substrate brick masonry.

3. Compatible with the existing exterior paint on the building, so that it bonds well and does not peel or delaminate prematurely.
2 3DJH 7XUQEXOOȊ&LW\RI$UUR\R*UDQGH+LVWRULF&RQWH[W6WDWHPHQW +&6
DQG6XUYH\5HSRUWȋRevised by the City of Arroyo
Grande Historical Resources Committee, 2013, 41.

101 W. Branch Street Letter of Opinion [23044]

PAGE & TURNBULL 170 MAIDEN LANE, 5TH FLOOR SAN FRANCISCO, CALIFORNIA 94108 TEL 415-362-5154

4. Any type of non-painted mural or mosaic that involves fasteners, attachments, glue, etc. should be reversible and would require additional review.

Location & Placement
Murals should be designed such that:
x Their placement, size, and location does not cover or obscure significant architectural features (windows, doors, decorative details, etc.)
x They are located on secondary (rear or side facades) of the building, rather than the primary façade
x They are located on the blank areas of walls, security doors and/or temporary features, such as construction fencing, and avoid covering significant architectural features o Murals that extend over secondary doors (that have historically been painted or coated) at rear or side facades may be appropriate.
o Murals that extend over significant architectural features including window trim/frames, primary doors, decorative features (plaster ornament, string or belt courses, etc.), or the roof cornice will likely require further review. o Murals should not cover window glazing or window openings, such as with plywood infill.

These recommended guidelines do not address agreements between the property owner(s), tenant(s), and artist(s). However, the property owner should consider establishing agreements with tenant(s) and artist(s) regarding the duration that the mural will be installed, what the process is for removal of a mural, and what maintenance plans are in place for the duration of the life of a mural.

Proposed Mural Project
Visit SLO CAL proposes to paint one new mural on the exterior facade of 101 W. Branch Street. The mural will be painted on the northwest faFࡤade of the building, facing W. Branch Street, and will be painted by artist Buddy Norton of Canned Pineapple Co. The mural will be 30 feet long and 10 feet KLJKDQGSDLQWHGXVLQJDZDWHUEDVHGH[WHULRUDFU\OLFODWH[SDLQWIURP6KHUZLQ:LOOLDPVȇ/DWLWXGH paint line. According to the artist, the paint is not solvent based or elastomeric and has never had issues with adhering to existing painted walls.

The following statement by Buddy Norton describes the artistȇs concept for the mural:

I based the over-arching concept off the loose inspiration of the migration of the monarch EXWWHUIO\ZKLOHW\LQJLQVXEWOHQRGVWRWKHFLW\ȇV[history] where the murals will live.

Everything we choose for these pieces was something that either migrates or carries the spirit of something coming and going. The Monarch butterflies, wildflowers, [strawberries] water, fish, surf, and sun were all things we thought held that and represented the coming

101 W. Branch Street Letter of Opinion [23044]

PAGE & TURNBULL 170 MAIDEN LANE, 5TH FLOOR SAN FRANCISCO, CALIFORNIA 94108 TEL 415-362-5154 and going of life on the central coast. We plan on [carrying] out that theme with color as well [as] having a dark and light yin and yang flow to everything.

I wanted each wall to have a unique look while at the same time carry[ing] on the themes of the [larger] project so that it was obvious, they all were connected. Each wall has Monarch Butterflies on them in different ways. We wanted it to feel as if the butterfly was taking you on a journey from wall-to-wall landing in each townȇs unique environment.

With the artwork for Arroyo Grande, we wanted to tie in the unique richness of the farming community with the Monarch Butterfly concept. Drawing flowers to resemble windmills, [strawberries] for the seasonal excitement as well as the Strawberry festival, which I remember going to as a kid.

Figure 6. Location proposed for a mural on the northwest façade (outlined in red). Source: Visit SLO CAL.

101 W. Branch Street Letter of Opinion [23044]

PAGE & TURNBULL 170 MAIDEN LANE, 5TH FLOOR SAN FRANCISCO, CALIFORNIA 94108 TEL 415-362-5154 Figure 7. Artist's sketch of the proposed mural. Source: Canned Pineapple Co.

Arroyo Grande Public Arts proposes to paint a second mural on the exterior faFࡤade of 101. W Branch Street. The mural will be painted on the southwest faFࡤade of the building, facing a paved parking lot.

The façade does not contain any character-defining features with the exception of two small windows on the upper floor. Several painted and applied signs have been installed on the façade.

The artwork and size have not yet been determined. The Public Art Commission will adhere to the paint specifications provided by Page & Turnbull.

Figure 8. The southwest facade. Source: Visit SLO CAL.

101 W. Branch Street Letter of Opinion [23044]

PAGE & TURNBULL 170 MAIDEN LANE, 5TH FLOOR SAN FRANCISCO, CALIFORNIA 94108 TEL 415-362-5154 Opinion on Proposed Project
Based on information provided to Page & Turnbull, it does not appear that the proposed mural project will have an impact on the character, materials, or historic status of 101 W. Branch Street.

Although the first mural will be painted on one of the street facades of the building, facing W.

Branch Street, it will be painted on a blank area of the façade and will not cover or obscure any of WKHEXLOGLQJȇVFKDUDFWHU-defining features. The design concept for the mural is intended to reflect the agricultural history of Arroyo Grande through an artistic depiction of monarch butterflies, flowers drawn as windmills, DQGVWUDZEHUULHVUHSUHVHQWLQJWKHFLW\ȇVDQQual Strawberry Festival. The content of the mural conveys aspects of the social, cultural, geographical, and environmental history and identity of Arroyo Grande and is, therefore, consistent with the historic character of the Village Core district.

The second mural will be painted on a secondary, southwest façade, which contains no characterdefining features other than two small windows. This façade currently features some non-historic painted and attached signage, so it will not be the first time that the façade has had images applied to it.

The paint proposed to be used will be water-based, breathable, and adhere well to the existing painted brick surface so that it will not damage the historic brick cladding of the building. The murals will not result in a permanent change to the building, and if desired, they can be painted over in the future to return the building to its existing appearance. As such, Page & Turnbull finds that the proposed murals will not negatively impact the historic status of the building at 101 W. Branch Street.

101 W. Branch Street Letter of Opinion [23044]

PAGE & TURNBULL 170 MAIDEN LANE, 5TH FLOOR SAN FRANCISCO, CALIFORNIA 94108 TEL 415-362-5154 APPENDIX. ADDITIONAL CITY OF ARROYO GRANDE

MURAL REQUIREMENTS

101 W. Branch Street Letter of Opinion [23044]

PAGE & TURNBULL 170 MAIDEN LANE, 5TH FLOOR SAN FRANCISCO, CALIFORNIA 94108 TEL 415-362-5154

CITY OF ARROYO GRANDE MUNICIPAL CODE
The City of Arroyo Grande Municipal Code describes requirements for obtaining a permit to install a mural on a building within the city.
§ 16.16.200. Mural permit.

A. Purpose and Intent. To ensure a mural enhances the architecture or aesthetics of a building or wall and to ensure a mural does not detract from the character of the district within which it is located and to ensure a mural is not detrimental to the public health, safety or welfare, a mural permit shall be required for all murals. A mural permit is in addition to signs.

B. Authority. The community development director is authorized to approve mural permits subject to the appeal provisions of Section 16.12.150. The architectural review committee shall provide recommendations to the community development director regarding mural permit requests. A public hearing is not required.

C. Submittal and Review Procedures.

1. Mural permit applications shall contain the following:
a. Completed planning application form and required fee and attachments (see also Section 16.12.030);
b. Five copies of a plot plan, drawn to standard engineers scale (approval necessary for use of scale smaller than 1:30, i.e., 1:40 or 1:50) and with a north arrow, showing:
i. Location, exterior boundaries and dimensions of the entire property that is the subject of the application,
ii. Public and/or private adjacent streets, rights-of-way, and easements, iii. Site access, circulation and off-street parking facilities, iv. Existing and proposed buildings and structures,
v. Wall, fences, exterior lighting structures and planted areas, c. Five copies of a mural plan showing:
i. Dimensions and area (in square feet) of the mural,
ii. Dimensions and areas of building walls on which the mural is to be located,
iii. Height of the mural above the average ground surface, iv. Means of lighting, if any,
v. Description of materials and colors,
vi. Scaled drawing of the mural showing design details; d. One colored rendering depicting the mural on the side of the building or wall, at a scale sufficient to clearly show all elements of the proposed design; e. Color photographs of the subject wall or building and surrounding sites; f. Other information that the community development director may reasonably require to secure compliance with this title.

101 W. Branch Street Letter of Opinion [23044]

PAGE & TURNBULL 170 MAIDEN LANE, 5TH FLOOR SAN FRANCISCO, CALIFORNIA 94108 TEL 415-362-5154

2. After receipt of a completed application, the community development director shall schedule a mural permit application for review by the architectural review committee.

3. Upon recommendation by the architectural review committee and when the proposed mural satisfies all applicable provisions of this title, the community development director shall approve a mural permit.

4. If the community development director approves the mural permit, the building department shall be notified. A building permit and payment of applicable fees may be required.

5. If the community development director determines the proposed mural to be unacceptable, the director shall inform the applicant of identifiable issues and suggest alternatives to resolve such issues. The applicant shall then be directed to return with revisions and/or work with staff to resolve issues. If issues cannot be resolved, the community development director shall deny the mural permit application.

D. Required Findings. The community development director may approve a mural permit only if all of the following findings of fact can be made in an affirmative manner:

1. The proposed mural is consistent with the goals, objectives, policies and programs of the Arroyo Grande general plan, specific plan, and any applicable design guidelines or approvals;

2. The proposed mural will not be detrimental to the public health, safety and welfare;

3. The proposed mural, including the physical location or placement, size and design, is consistent with the character of the district and the neighborhood within which it is located;

4. The proposed mural, including the physical location or placement, size and design, is consistent with the character of the building or wall upon which it is placed and will complement the architecture or aesthetics of the building or wall;

5. The proposed mural does not contain any advertising material (murals containing advertising materials may be reviewed as signs subject to the provisions of Chapter

16.60).
§ 16.16.200(C)

4. Mural Permit. No murals shall be painted without the approval of a mural permit in accordance with Section 16.16.200 of this title. Murals are not considered signs and shall not include the name, logo, or other representation that advertises a business, product, service or other commercial activity. Murals are considered a means to enhance the architecture or aesthetics of a building or wall and not a form of advertisement. If a mural is proposed that contains advertising materials, it shall be treated as a sign and reviewed pursuant to subsection (C)(1), (C)(2), or (C)(3) of this section and shall comply with Table 16.60.040-A. The mural permit process allows city review of murals to ensure that size, location and placement is consistent with the character of the district within

101 W. Branch Street Letter of Opinion [23044]

PAGE & TURNBULL 170 MAIDEN LANE, 5TH FLOOR SAN FRANCISCO, CALIFORNIA 94108 TEL 415-362-5154 which it is located; the character of the building or wall upon which it is placed; and that the mural is not detrimental to the public health, safety or welfare.

CITY OF ARROYO GRANDE GUIDELINES AND STANDARDS FOR

HISTORIC DISTRICTS
The City of Arroyo City Council adopted Design Guidelines and Standards for the Historic Character Overlay District (D-2.4) in 1991. The most recent update to the document was in 2009. The document contains the following guidelines relevant to applying murals to EXLOGLQJVZLWKLQWKHFLW\ȇV historic districts. The building at 101 W. Branch Street is located in the Village Core Downtown (VCD) historic district.

Public Art

1. 3XEOLF$UWVKDOOEHFRQVLVWHQWZLWKWKH&LW\ȇV3ROLF\RQ3XEOLF$UWDQGLQFKDUDFWHUZLWKWKH historic period.3

PUBLIC ART GUIDELINES AND PUBLIC ART DONATION PROGRAM
The City of Arroyo City Council adopted Public Art Guidelines and Public Art Donation Program in 2004. The most recent update to the document was in 2021. The document contains the following guidelines and selection criteria for public art on non-residentially zoned private property:

Guidelines
The following guidelines developed by the San Luis Obispo County Arts Council are intended to facilitate and encourage Public Art that is proposed to be placed in non-residentially zoned private property or by a property owner on adjacent public right of way within the City:

1. Public art shall be of high artistic quality.

2. Public art shall be compatible with the immediate site and neighborhood in terms of social and cultural characteristics, architectural scale, materials, land use and geographical and environmental context.

3. Public art shall not impede pedestrian or vehicular traffic or conflict with public or private easements.

4. Consideration shall be given to any public safety of public health concerns related to, or created by, the artwork.
3 &LW\RI$UUR\R*UDQGHDQG&DWKHULQH*UDYHVȊ'HVLJQ*XLGHOLQHVDQG6WDQGDUGVIor the Historic Character Overlay District (D- 
ȋ8SGDWHG


101 W. Branch Street Letter of Opinion [23044]

PAGE & TURNBULL 170 MAIDEN LANE, 5TH FLOOR SAN FRANCISCO, CALIFORNIA 94108 TEL 415-362-5154

5. Public art shall be constructed of durable, high-quality materials and require minimal or no maintenance.

6. Public art shall be securely installed.

7. A wide variety of artistic expression is encouraged. However, expressions of profanity or vulgarity are inappropriate.

Selection Criteria
The following are considerations for the selection of public art

1. Relationship to the social, cultural and historical identity of the area;

2. Evaluation of artistic excellence;

3. Appropriateness of scale, form, material, content and design relative to the immediate neighborhood;

4. Appropriateness of proposed materials as regards to structural and surface integrity, protection against vandalism, public safety and weathering;

5. Ease of maintenance;

6. Appropriateness of proposed method of installation and artwork and safety and structural factors involved in installation;

7. $UWLVWȇVH[SHULHQFHLQZRUNLQJRQFRPSDUDEOHSURMHFWV Location
Public art is allowed in any district and is strongly encouraged in the Village Downtown, Village Mixed Use, Gateway Mixed Use, Fair Oaks Mixed Use and Public Facility Districts. Promotion of public art visible from intersections within these districts as well as proximate to public gathering areas, plazas and public parking areas is highly recommended.4
4 &LW\RI$UUR\R*UDQGHȊ3XEOLF$UW*XLGHOLQHVDQG3XEOLF$UW'RQDWLRQ3URJUDPȋ$PHQGHG-4.

1 ACTION MINUTES

MEETING OF THE ARCHITECTURAL REVIEW COMMITEE
April 3, 2023, 2:30 p.m.

Hybrid City Hall Conference Room/Virtual Zoom Meeting
300 East Branch Street, Arroyo Grande
Committee Members Present: Lori Mainini Hall, Kristin Juette, C.J.

Horstman, Glenn Martin
Staff Present: Planning Manager Andrew Perez, Associate Planner Patrick Holub
Given the recent increase in COVID-19 cases in San Luis Obispo County, and in compliance with Assembly Bill (AB) 361, which allows for a deviation of teleconference rules required by the Ralph M.

Brown Act, this meeting was held by teleconference.
_____________________________________________________________________

1. CALL TO ORDER
Chair Martin called the meeting to order at 2:30 pm.

2. ROLL CALL
Chair Martin performed the roll call. All members were present.

3. FLAG SALUTE
Committee Member Hall led the flag salute.

4. AGENDA REVIEW
None.

5. COMMUNITY COMMENTS AND SUGGESTIONS
None received.

6. WRITTEN COMMUNICATIONS
None.

7. CONSENT AGENDA

7.a Approval of Minutes
(PEREZ)
Moved by C.J. Horstman
Seconded by Kristin Juette
ATTACHMENT 4

2 Approve the Minutes of the March 20, 2023 Regular Meeting as submitted.

AYES (4): Lori Mainini Hall, Kristin Juette, C.J. Horstman, and Glenn Martin Passed (4 to 0)

8. PROJECTS

8.a Consideration of Architectural Review 23-002; Construction of a New 2,943 Square Foot Single Family Residence and 1,016 Square Foot Attached Garage; Applicant – Steven and Karen Grote; Representative – Mike Shick, M.E. Designs (HOLUB)
Associate Planner Holub presented the staff report providing details about the project location, surrounding development, project description, and the applicable Design Guidelines for the subdivision.

Steve Grote, project applicant, explained the rationale behind the design choices and answered questions about the stucco texture, driveway paving, and roofing materials.

Chair Martin opened public comment. No public comment was received.

The Committee was supportive of the project as proposed finding that the materials and colors complemented the surrounding natural environment and comply with the Design Guidelines.

The Committee appreciated the landscape design and found the design to be compatible with the neighborhood. The Committee asked that the applicant consider maximizing the amount of metal roofing and creating a more harmonious roofline.

Moved by Kristin Juette
Seconded by Lori Mainini Hall
Recommend that the Community Development Director approve the project as submitted.

AYES (4): Lori Mainini Hall, Kristin Juette, C.J. Horstman, and Glenn Martin Passed (4 to 0)

8.b Consideration of Architectural Review 23-006; Painting of a New Wall Mural; Location – 101 West Branch Street; Applicant – Alyssa Manno, Visit SLO CAL (HOLUB)
Associate Planner Holub presented the staff report, providing details about the location of the project, the proposed mural design, and the public art review process. He also described the historic significance of the structure and the explained that the applicant submitted a letter of opinion from an architectural historian stating that the addition of a mural will not be detrimental to the building's historic significance.

Alyssa Manno, project representative from Visit SLO CAL, provided examples of the artist's other works and answered questions about the mural trail and why the proposed location was chosen.

3 Chair Martin opened public comment. No public comment was received.

The Committee spoke in favor of public art and the size and location of the mural. However, the Committee was not supportive of the design as proposed because it lacks imagery specific to Arroyo Grande. The Committee also found the colors to be too monochromatic and suggested adding colors of items that are associated with Arroyo Grande, such as strawberries, and the red brick common in the Village.

Moved by Glenn Martin
Seconded by C.J. Horstman
The Committee recommends that the City Council approve the mural with the following conditions

1. Add imagery specific to Arroyo Grande;

2. Add more color to the design to avoid a monochromatic appearance; and

3. Modify the design to tell a story about Arroyo Grande AYES (4): Lori Mainini Hall, Kristin Juette, C.J. Horstman, and Glenn Martin Passed (4 to 0)

9. DISCUSSION ITEMS
None.

10. COMMITTEE COMMUNICATIONS
None.

11. STAFF COMMUNICATIONS
Planning Manager Perez announced that the Architectural Review Committee will need to appoint one of its members to the Public Art Panel at its next meeting.

12. ADJOURNMENT
The Meeting adjourned at 3:42 pm.
_________________________
Glenn Martin, Chair
_________________________
Andrew Perez, Planning Manager

MEMORANDUM
TO:

FROM:

CITY COUNCIL
Sarah Lansburgh, Deputy City Clerk/Communications Coordinator SUBJECT: Supplemental Information
Agenda Item 10.a – Consideration of Architectural Review 23-006; Painting of a New Wall Mural; Location – 101 West Branch Street; Applicant – Alyssa Manno, Visit SLO CAL
DATE: April 11, 2023
Attached is correspondence received before 4 PM for the above referenced item. cc: City Manager
Assistant City Manager/Public Works Director
Community Development Director
City Attorney
City Clerk
City Website (or public review binder)

From: Jessica Matson
To: Sarah Lansburgh
Cc: public comment
Subject: Fwd: 4.11.23 Point 10a Mural
Date: Tuesday, April 11, 2023 6:57:35 AM
Attachments: image.png
Please read this one during public comment for 10a.

Thanks
Sent from Jessica's iPhone
Begin forwarded message:

From: Byron J Talley
Date: April 10, 2023 at 9:07:02 PM PDT
To: Jessica Matson <[email protected]>
Subject: 4.11.23 Point 10a Mural
Hello Jessica,
Would you be so kind and make sure my comments are read during tomorrow’s session? I would like to comment about the potential mural design.

I agree with what the ARC had to say about the current design:
-Add imagery specific to Arroyo Grande
-Add more color to the design to avoid a monochromatic appearance.( It has an unusual green color covering the entire mural-the butterflies aren’t even their beautiful orange color. And the monarchs are great but feel it’s not really Arroyo Grande but more so Grover beach. ) -Modify the design to tell a story about Arroyo Grande (I feel it would be best to come up with a design that reflects the town better.)
Better to not do a mural than to do one that doesn’t mesh with the village.

Thank you for listening to my suggestions.

Byron Talley
<image.png>

From: Byron J Talley
To: Sarah Lansburgh
Subject: Mural on branch street-section 10a
Date: Monday, April 10, 2023 10:35:22 PM
Attachments: IMG_0569.PNG
IMG_0570.PNG
IMG_0571.PNG
IMG_0572.PNG
IMG_0573.PNG
IMG_0574.PNG
Hello Sarah,
Usually I’ve reached out to Jessica but she is away. I would like to add to my public comments for tomorrow’s city council meeting.

I think the artist is very good and does a great job. I think his work does well in slo and pismo area but not so much ag.

Also, the current items don’t seem unique to ag as he has done similar designs in other towns as well-seen below on his Instagram:

The flowers, sun, butterfly, yin/yang are all done elsewhere and it doesn’t have any unique elements to Arroyo Grande.

I would very much be interested in seeing another rendering from the artist if interested as he is very talented and I believe he can find something that would work for our town.

Thank you,
Byron Talley

From: SHIRLEY GIBSON
To: Sarah Lansburgh
Subject: Mural
Date: Tuesday, April 11, 2023 1:34:28 PM
I want to make a short comment on the proposed mural (Klondike building). The mural doesn’t make any connection to Arroyo Grande. What story is the mural telling? Come to Arroyo for flowers and butterflies? The army/teal color looks drab in the rendering. Or is the mural just decoration for the building? I think the mural is nice artwork but lacks a meaning or story.

Best, Shirley Gibson
Sent from my iPhone

From:

To: Sarah Lansburgh
Subject: Mural
Date: Tuesday, April 11, 2023 12:41:53 PM
Hello Sarah.

I would like to voice my opinion on the proposed mural slated for the side of Klondike’s Pizza.

I don’t feel like it fits with the character of the Village of Arroyo Grande. We have so many historical buildings that reflect the quaintness of our town. I would like a mural that speaks more to our historical nature.

Thank You,
Sarah Loomis Matthews
fourth generation resident.

Sent from my iPhone

Item 11.a.

MEMORANDUM
TO: City Council
FROM: Bill Robeson, Assistant City Manager/Public Works Director BY: Steve Kahn, Interim City Engineer
SUBJECT: Consideration to Approve Construction Plans & Specifications and Environmental Exemption for the 2022 Street Repairs Project, PW 2022-05
DATE: April 11, 2023
SUMMARY OF ACTION:

Approve construction plans and specifications, authorize the solicitation of bids, and provide environmental determination for the 2022 Street Repairs Project (the “Project”).

IMPACT ON FINANCIAL AND PERSONNEL RESOURCES:

The total budget for the 2022 Street Repairs Project is provided in Table 1 below:

Table 1

In order to complete the Project, Staff proposes four pavement management “strategies” for Council’s consideration. If all four Strategies discussed below are included in the Project, a budget adjustment will be necessary when contracts are awarded to appropriate an estimated amount of $1,136,250 from the Local Sales Tax Fund and/or the General Fund balance. Staff time will be necessary to provide project administration, construction management, and inspection services for the project.

Expenditures Cost
Construction 4,487,100
Construction - Public Works 60,000
Construction Contingencies 603,395
Contract Admin 37,506
Testing 163,085
Design/Survey 321,911
Studies 3,500
Total 5,676,497

Item 11.a.

City Council
Consideration to Approve Construction Plans & Specifications and Environmental Exemption for the 2022 Street Repairs Project, PW 2022-05 April 11, 2023

RECOMMENDATION:
1) Approve the construction plans & specifications for Strategies 2 through 4 of the 2022 Street Repairs Project, with Strategy 2 identified as an additive alternative in the request for bids; 2) Approve the construction plans & specifications for Strategy 1 of the 2022 Street Repairs Project as a separate request for bids; 3) Authorize the City Clerk to advertise for construction bids; and 4) Find that the project is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Guidelines Section 15301(c) and direct the City Clerk to file a Notice of Exemption.

BACKGROUND:

On February 14, 2017, the City Council adopted the 2016 Update to the Pavement Management Plan (PMP) and endorsed the “Critical Point Management” methodology for the City’s Pavement Management System (PMS). The Critical Point Strategy approach selects the road segments for repair or resurfacing that are at a “critical point” of deterioration. The critical point is a point located on the pavement deterioration graph which indicates the Pavement Condition Index (PCI) value is about to drop, which would trigger a more expensive maintenance or rehabilitation approach.

The critical point strategy is a long-range methodology that maintains and improves roadways before they slip into a costlier PCI range. Roadways are then treated with a corresponding maintenance or rehabilitation treatment before degrading into a more expensive treatment. The PMS annually evaluates and provides recommendations for repair and resurfacing based on this critical point approach. This method is currently being used each fiscal year when considering the annual Street Repair Project.

The cost to maintain a good condition road with a “light maintenance” treatment can be approximately twenty times less expensive than a “heavy rehabilitation” of a poor condition road. As a result, the City’s budget allocation can resurface twenty to thirty more road segments in good condition than those in poor condition.

Based on the “Critical Point Management” methodology for the City’s PMS, the 2022 PMP was developed to maximize the available budget by employing four different pavement management strategies. Slurry seal treatments were identified to preserve and protect the underlaying pavement structure from sun and water. Overlay treatments were identified to extend the useful life of the road when the pavement base remained adequate. Digouts were identified to provide permanent repairs where the pavement is failing. Value engineering was used to determine the most cost-effective pavement treatments for certain other segments in need of greater levels of repair.

This multi-pronged, four-Strategy approach maximizes the lane miles of road that can be repaired based on the funding that is available. The four Strategies were described in a staff report presented to the City Council on August 23, 2022, as follows:

Item 11.a.

City Council
Consideration to Approve Construction Plans & Specifications and Environmental Exemption for the 2022 Street Repairs Project, PW 2022-05 April 11, 2023

1. Preventive Maintenance (Slurry Seals)

2. Pavement Rehabilitation (Overlays)

3. Hot Spot Repairs on key city streets (Digouts)

4. Value Engineering
Following completion of the value engineering portion of Strategy 4, additional information was presented to the City Council on November 22, 2022, with a recommendation to move forward with the street segments and treatments identified in Attachment 1. Table 2 below provides a summary of Strategies 1 through 4 for the recommended 2022 PMP at the November 22, 2022 Council Meeting.

Table 2
Listed below were staff’s recommendations for 2022 PMP using the four Strategies, value engineering results, and available construction funds.

Strategy 1: Preventative Maintenance (Slurry Seal)
It was recommended that slurry seal treatments be applied to streets listed in Attachment 2 to extend the useful life of the asphalt surface and reduce the long-term cost to maintain the streets. The preliminary estimated cost of construction for slurry seal of this Strategy on the designated streets was $1,423,100. After discussion and deliberation during the November 22, 2022 City Council meeting, the Council directed that this Strategy 1 be removed from the remainder of the PMP package and considered separately at a later $1,423,100
$409,000
Nevada Street E Branch Street to Le Point Street $22,000 Mason Street E Branch Street to Le Point Street $9,000
Traffic Way Fair Oaks Avenue to Bridge Street $49,000
Huasna Road Callie Court to City Limit $260,000
California Street Intersection to Fair Oaks Avenue $41,000 $2,274,000
$4,487,100
$381,000
4 - Value Engineering
Equestrian Way Neighborhood and Via Vaquero
Preliminary Construction Total:

Total Construction Budget for Recommended 2022 PMP
1 - Preventative Maintenance
Area 1 thru Area 12
2 - Pavement Rehabilitation
Corbett Canyon Route 227 to North City Limits
3 - Hot Spot Repairs

Item 11.a.

City Council
Consideration to Approve Construction Plans & Specifications and Environmental Exemption for the 2022 Street Repairs Project, PW 2022-05 April 11, 2023

date due to concern regarding costs and overall City financial needs, as discussed further below.

Strategy 2: Pavement Rehabilitation (Overlay)
During the August 23, 2022 Council meeting, the 2022 PMP proposed an overlay rehabilitation and curb ramps project for James Way, from Equestrian Way to Tally Ho Road, at an estimated cost of $1,580,000. At the November 22, 2022 City Council meeting, it was recommended that the cost for the James Way overlay and curb ramps could be spent better on streets with a more immediate/higher rehabilitation need and at a lower cost. This would allow better use of funds when applying the multi-pronged Strategies.

Staff reviewed the streets in need of rehabilitation with a high traffic volume and a cost to construct with the remaining 2022 PMP funds. In 2021, digouts were completed on Corbett Canyon Road, from Route 227 to the north City limits. Completing an overlay of that segment as part of the 2022 PMP would increase the life of the road by 12-15 years.

The estimated cost of an overlay of this segment was estimated at $409,000. It is a medium volume arterial and at a southern entrance to the City, and there are no curb ramps needing replacement. Staff recommended postponing the James Way Pavement Rehabilitation portion of the project and replacing it with the Corbett Canyon Road segment described above for the 2022 PMP.

Following discussion and deliberation on November 22, 2022, Council directed staff to include this Strategy as an additive alternative to the request for bids prepared for Strategies 3 and 4.

Strategy 3: Hot Spot Repairs (Digouts)
At the August, 23, 2022 meeting, the preliminary estimated cost of hot spot repairs for the streets identified in Table 3 below was $373,000. At the November 22, 2022 City Council Meeting, staff presented that following field design work, estimated costs for this Strategy increased slightly to $381,000. Table 2 includes a list of selected streets and the cost to install hot spot repairs:

Table 3
List of Selected Streets
Estimated
08/23/2022
Costs
Estimated
11/22/2022
Costs
Nevada St. E. Branch St. to Le Point St. 15,000 22,000
Mason St. E. Branch St. to Le Point St. 40,000 9,000
Traffic Way Address Tree Roots between Fair Oaks Avenue and Bridge Street 10,000 49,000 Huasna Rd. Callie Court to City limit (After Strother Park) 300,000 260,000 California St. Intersection to Fair Oaks Ave. 8,000 41,000 373,000 381,000

Item 11.a.

City Council
Consideration to Approve Construction Plans & Specifications and Environmental Exemption for the 2022 Street Repairs Project, PW 2022-05 April 11, 2023

Strategy 4: Value Engineering (Overlays)
Value engineering was performed on the streets listed in Table 4, below. The streets were cored to investigate the condition and depth of the asphalt and base, and deflection testing was completed to determine the strength of the existing surface. From this information, the City’s pavement engineer designed repair treatments using Value Engineering to provide the most cost-effective pavement treatments without sacrificing quality or longevity. The Value Engineering results showed that the streets do not need full reconstruction and that overlays will provide repair treatment using value engineering to restore the street segments. The estimated costs to provide the value engineered treatments, as of November 22, 2022, was $2,274,000, as shown on the following table:

Table 4
At the November 22, 2022 Council Meeting, Council expressed concerns regarding likely increased costs for essential services such as fire, as well as anticipated funding constraints following the failure of the City’s proposed sales tax measure, Measure D-22, in the November 8, 2022 Election. Following deliberation, Council directed staff to to move Strategy 1: Preventative Maintenance (Slurry Seal) as a stand-alone project and to evaluate in late winter 2023; and to move forward on Strategies 2 through 4, with Strategy 2: Pavement Rehabilitation (Overlay) as a bid alternative.

At the February 28, 2023 City Council meeting, Council received an update from consultants at Baker Tilly regarding the Five Cities Fire Authority (FCFA) organizational assessment and analysis of service delivery and fiscal impacts following the planned wind-down of the Oceano Community Services District’s membership in the FCFA. A portion of this presentation provided a Fiscal Analysis with staffing and service level Original
Estimated
Costs
Value
Engineered
Costs
Stevenson Dr. James Way to Hodges Road $ 99,000 $ 221,000 Hodges Road Equestrian Way to Cul De Sac 254,000 124,000 Equestrian Way James Way to Noyes Road (11 Ramps) 1,230,000 114,000 Acorn Dr. Equestrian Way to Equestrian Way 523,000 827,000 Oak Leaf Circle Equestrian Way to Cul De Sac 105,000 131,000 Scenic Circle Equestrian Way to Cul De Sac 143,000 61,000 Mustang Circle Equestrian Way to Cul De Sac 124,000 51,000 Vista Circle Equestrian Way to Cul De Sac 144,000 33,000 Vista Drive Equestrian Way to PCC S/O Los Ciervos Court 933,000 45,000 Arabian Circle Vista Drive to Cul De Sac (2 Ramps) 241,000 55,000 Deer Trail Circle Equestrian Way to Cul De Sac 189,000 191,000 Via Vaquero Rancho Parkway to Via Bandolero (10 Ramps) 130,000 421,000 Estimated Cost if the Right Treatment was Used: $ 4,115,000 $2,274,000 Value Engineer Remaining Funds on the Following Street Segments

Item 11.a.

City Council
Consideration to Approve Construction Plans & Specifications and Environmental Exemption for the 2022 Street Repairs Project, PW 2022-05 April 11, 2023

evaluations. Council provided feedback to pursue a restructured fire services Joint Powers Agreement (JPA) with the City of Grover Beach as recommended in the study, as well as a contractual fee-for-service arrangement with Oceano for a defined period of time. The Baker Tilly presentation estimated that this approach, identified as Option A-4 in the presentation, will increase costs of fire service to the City by approximately $1.6 million (Estimated Plan A-4 cost equals $4,152,000 minus current City cost of $2,581,000).

At the March 14, 2023 City Council meeting, Council received a presentation of the City’s Five-Year Financial Forecast. The report provided an overview of the adopted General Fund FY 2022-23 budget, the projected General Fund actuals for FY 2022-23, and projected revenue and expenditures for the following 5 years, including FY 2023-24 through FY 2027-28. Table 6 summarizes these financial projections.

Table 6
Because a portion of the City’s FCFA costs are paid from the City’s Local Sales Tax Fund, which is reported separately from the City’s General Fund, these projections do not include all of the anticipated increased costs for fire service.

ANALYSIS OF ISSUES:

Plans and specifications () have now been completed for Strategies 2 through 4 (Attachment 3). Approval of the plans and specifications by Council provides additional immunities to the City and have been included for consideration and approval.

Table 7 below provides updated cost estimates to construct Strategies 2 through 4.

FY 2022-23
Adopted
FY 2022-23
Projection FY 2023-24 FY 2024-25 FY 2025-26 FY 2026-27 FY 2027-28 Beginning Fund Balance $7,999 $10,500 $8,662 $8,506 $8,356 $7,804 $7,173 Total Revenue 20,901 22,104 21,731 22,358 23,014 23,689 24,386 Total Expenditures 23,279 23,941 21,887 22,508 23,565 24,321 25,102 Surplus or (Deficit) (2,378) (1,838) (157) (150) (552) (631) (716) Ending Fund Balance $5,621 $8,662 $8,506 $8,356 $7,804 $7,173 $6,457 Fund Balance % 24.1% 36.2% 38.9% 37.1% 33.1% 29.5% 25.7% (In thousands)
General Fund Financial Forecast

Item 11.a.

City Council
Consideration to Approve Construction Plans & Specifications and Environmental Exemption for the 2022 Street Repairs Project, PW 2022-05 April 11, 2023

Table 7
The engineer’s estimate for construction of Strategies 2 through 4 was $3,064,000 at the November 22nd City Council Meeting and are now estimated to be $3,616,923, which is an increase of $552,923. The increase is due to:
 Expanded asphalt digouts. Due to the heavy rains experienced this winter, the condition of the asphalt has deteriorated quickly. This has required larger and more asphalt digouts on the roads in the Project.
 Inflation. The City’s pavement engineer uses current construction bids to update unit prices of construction material and labor, which includes increases caused by inflation.
 Edge drains and cross gutters were added to the roads in the Project. These were identified in final design after the rains.

The design of Strategy 1: Preventative Maintenance (Slurry Seal) has also been completed (Attachment 4). The current estimated cost to construct this Strategy is $1,689,047 (Attachment 5), which is an increase of $265,947 compared to the estimate provided to the City Council on November 22, 2022. Slurry seal costs are estimated to increase due to:
 Dig outs. During the design process, additional necessary dig outs were identified due to the heavy rains this winter on the streets that were included in the list of slurry seal segments.
 Inflation. Similar to the cost increases described above, inflation has increased cost estimates for the slurry seal portion of the project.

Strategy Street Limits Cost
2: Pavement Rehabilitation Corbett Canyon Rd. Route 227 to City Limits $ 269,748 California St. Intersection to Fair Oaks Ave. 53,875
Huasna Rd. Callie Court to Le Point St. 294,076
Mason St. E. Branch St. to Le Point St. 20,225
Nevada St. E. Branch St. to Le Point St. 14,865
Traffic Way Fair Oaks Ave. to Bridge St. 63,627
Acorn Dr. Equestrian Way to Equestrian Way 231,586
Arabian Circle Vista Dr. to Cul De Sac 152,882
Deer Trail Circle Equestrian Way to Cul De Sac 224,296
Equestrian Way James Way to Noyes Road 1,095,972
Hodges Road Equestrian Way to Cul De Sac 219,737
Mustang Circle Equestrian Way to Cul De Sac 63,887
Oak Leaf Circle Equestrian Way to Cul De Sac 53,216
Scenic Circle Equestrian Way to Cul De Sac 32,083
Stevenson Dr. James Way to Hodges Rd. 50,710
Vista Circle Equestrian Way to Cul De Sac 57,078
Vista Drive Equestrian Way to Los Ciervos Ct. 198,598
Via Vaquero Rancho Parkway to Via Bandolero 520,462
$3,616,923
3: Hot Spot Repairs (Digouts)
4: Value Engineering (Overlay)

Item 11.a.

City Council
Consideration to Approve Construction Plans & Specifications and Environmental Exemption for the 2022 Street Repairs Project, PW 2022-05 April 11, 2023

Table 8 summarizes the total updated cost estimates to construct all four Strategies.

Table 8
The total construction cost to complete all four strategies is $5,305,970. Currently, the FY 2022-23 budget allocates $4,487,100 to construct the Project. Therefore, an additional $1,136,250 will need to be appropriated to fully fund the Project if all four strategies will be completed.

Local Sales Tax Fund Projections
The Local Sales Fund Expenditure Program is generally not presented to City Council until the consideration of the 5-Year Capital Improvement Plan (CIP), and, as mentioned above, the Local Sales Tax Fund projections were not included in the 5-Year General Fund Projects presented on March 14, 2023. However, Table 9 below provides a 5-Year projection of expenditures and revenue for the Local Sales Tax Fund using the current 5- Year CIP. Table 9 was created using the same model as demonstrated in Table 6 above for the General Fund 5-Year Financial Forecast.
1 - Preventative Maintenace
$ 1,689,047
2 - Pavement Rehabilitation
269,748
3 - Hot Spots Repairs
Nevada Street E. Branch Street to Le Point Street 14,865 Mason Street E. Branch Street to Le Point Street 20,225 Traffic Way Fair Oaks Avenue to Bridge Street 63,627
Huasna Road Callie Court to City Limit 294,076
California Street Intersection to Fair Oaks Aveneue 53,875 446,668
4 - Value Engineering
2,900,507
Preliminary Construction Total: $ 5,305,970
Total Construction Budget for Recommened 2022 PMP
Area 1 thru Area 12
Equestrian Way Neighborhood and Via Vaquero
Corbett Canyon Route 227 to North City Limits

Item 11.a.

City Council
Consideration to Approve Construction Plans & Specifications and Environmental Exemption for the 2022 Street Repairs Project, PW 2022-05 April 11, 2023

Table 9
Revenues identified in Table 9 include the City’s sales tax consultant’s (HdL) projected reduction in sales tax revenues of 0.2% in the current fiscal year and another reduction of 1.1% in FY 2023-24 due to an anticipated minor economic slowdown and then a 3% growth rate in the out years.

The expenditures identified in Table 9 include the following assumptions:
 FY 2023-24 through FY 2027-28 FCFA Expenditures used the totals from the Baker Tilly Plan A-4 model presented on February 28, 2023;  All expenditures budgeted in the 5-Year CIP approved by Council on June 14, 2022 for FY 2022-23 through FY 2026-27;
 Escalation of public safety (senior police officer and other public safety) and operating expenses by 2%;
 FY 2027-28 expenditures were estimated to include the following:
o FCFA Baker Tilly Plan A-4;
o Escalated public safety and operating costs;
o 20% reserve;
o Remaining funding to PMP.

The budgeted amount of revenues for the 2022 PMP Project is higher than shown in Table 9 above because three additional revenues sources provide a total of $1,226,325 for the Project. Of this amount, $768,685 is from the General Fund. The revenue sources for the Project are currently:

FY 2022-23
Adopted
FY 2022-23
Projection FY 2023-24 FY 2024-25 FY 2025-26 FY 2026-27 FY 2027-28 Beginning Fund Balance $6,026,350 6,026,350 $2,134,556 $1,384,314 $161,265 $379,933 $97,884 Total Revenue 2,846,000 3,064,627 3,047,832 3,139,300 3,233,500 3,330,500 3,430,400 Expenditures
FCFA 528,894 528,894 1,038,000 1,089,900 1,122,597 1,145,049 1,167,950 Police Senior Officer Position 178,500 178,500 182,100 185,700 189,400 193,200 197,064 Other Public Safety 108,600 76,759 171,100 291,100 276,500 214,000 214,000 Operating 206,500 186,500 222,500 264,500 77,500 52,500 52,500 Pavement Management Program 4,262,913 4,450,172 1,573,900 942,800 1,250,000 1,667,800 1,211,436 All Other Capital Projects 2,246,696 1,535,596 610,474 1,588,349 98,835 340,000 - Total Expenditures 7,532,103 6,956,421 3,798,074 4,362,349 3,014,832 3,612,549 2,842,950 Surplus or (Deficit) (4,686,103) (3,891,794) (750,242) (1,223,049) 218,668 (282,049) 587,450 Ending Fund Balance $1,340,247 2,134,556 1,384,314 161,265 379,933 97,884 685,334 Fund Balance % 47.1% 69.7% 45.4% 5.1% 11.7% 2.9% 20.0%
Local Sales Tax Fund Financial Forecast

Item 11.a.

City Council
Consideration to Approve Construction Plans & Specifications and Environmental Exemption for the 2022 Street Repairs Project, PW 2022-05 April 11, 2023

Table 10
In order to complete Strategies 1 through 4, the CIP budget for FY 2023-24 will need to appropriate approximately $1,136,250 more from the Local Sales Tax Fund balance and/or the General Fund balance. This will result in less available funding in future years of the CIP, which will require adjustments to funding for other CIP projects. It is anticipated that appropriation of $1,136,250 from the Local Sales Tax Fund balance will leave approximately 32.6% in reserve in this fund, based on the current CIP and projected expenditures from the Local Sales Tax Fund. However, it should be noted that Local Sales Tax Fund expenditures are likely to change significantly in the upcoming CIP. Several projects budgeted using Local Sales Tax Fund money are unlikely to be completed during this fiscal year, which will increase available fund balance. More accurate projections will be known at the time a construction contract would be considered for approval.

Recommendation
The current Pavement Condition Index for the City of Arroyo Grande is 54, which is two points lower than last reported in November 2022. If Strategies 1 through 4 are constructed with the 2022 Street Repair Project, the PCI will increase to 58. If Strategy 1 is not completed as part of the 2022 Street Repair Project, the PCI is estimated to be 56.

In order to continue striving to maintain the highest PCI possible within the City, staff recommends the City Council approve the plans and specifications for all four Strategies and enable staff to obtain firm construction costs to complete the entire Project. Once bids are received and total costs are known, staff would return to Council to identify funding sources for the Project and award construction contracts. It is likely that a budget adjustment of approximately $1.1 million will be necessary at that time to fully fund all four Strategies; however, the City will have a more accurate picture of the projected Local Sales Tax Fund balance when the adjustment is requested. At that time, Council may approve contracts for construction of Strategies 3 and 4, Strategies 2-4, and/or Strategy 1, considering total costs and available funding.

In order to move forward as suggested by staff, the City Council would direct staff to:
 Solicit bids to construct Strategies 2 through 4, with Strategy 2 as a bid alternative;  Solicit bids to construct Strategy 1, as a stand-alone project; Revenue Source Total
USHA 68,900
General Fund 768,685
SB 1 388,740
Sales Tax Fund 4,450,172
Total 5,676,497

Item 11.a.

City Council
Consideration to Approve Construction Plans & Specifications and Environmental Exemption for the 2022 Street Repairs Project, PW 2022-05 April 11, 2023

 Return to Council with proposed construction contracts addressing Strategies 1 through 4, depending on the results of the bids, and with a proposed budget adjustment to fully fund the selected strategies using Local Sales Tax Fund balance and/or General Fund reserves.

ALTERNATIVES:

The following alternatives are provided for the Council’s consideration:

1. 1) Approve the construction plans & specifications for Strategies 2 through 4 of the 2022 Street Repairs Project, with Strategy 2 identified as an additive alternative in the request for bids; 2) Approve the construction plans & specifications for Strategy 1 of the 2022 Street Repairs Project as a separate request for bids; 3) Authorize the City Clerk to advertise for construction bids; and 4) Find that the project is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Guidelines Section 15301(c) and direct the City Clerk to file a Notice of Exemption;

2. Approve the construction plans & specifications for Strategies 2 through 4 of the 2022 Street Repairs Project; Authorize the City Clerk to advertise for construction bids; Provide staff direction for bidding Strategy 1;

3. Do not approve staff’s recommendations;

4. Modify staff’s recommendation and approve; or

5. Provide direction to staff.

ADVANTAGES:

Completing the 2022 Street Repair Project will extend the service life of the treated street segments and reduce future costs and provide a smoother safer driving surface. New striping will be installed, which will provide safer driving facilities.

DISADVANTAGES:

There will be traffic inconveniences to the travelling public during construction. Staff will monitor the traffic control to conform to the requirements of the Municipal Uniform Traffic Control Devices manual (MUTCD) to mitigate any negative effects. City inspectors will be at the site during construction to adjust the traffic control for isolated instances (driveway access, etc.).

ENVIRONMENTAL REVIEW:

The project is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to CEQA Guideline Section 15301(c) covering the repair and maintenance of existing highways, streets and sidewalks, as it consists of a plan for the repair of existing streets without an expansion of use.

None of the exceptions to the Class 1 Exemption listed in CEQA Guidelines Section 15300.2 apply to the Pavement Management Plan. There will not be cumulative impacts,

Item 11.a.

City Council
Consideration to Approve Construction Plans & Specifications and Environmental Exemption for the 2022 Street Repairs Project, PW 2022-05 April 11, 2023

as all potential streets were analyzed in the Plan, and there are no unusual circumstances regarding the existing streets. The Pavement Management Plan will not impact scenic resources within a state scenic highway, is not located on hazardous waste sites, and will not cause a substantial adverse change in historical resources, as the streets already exist and the area has been previously disturbed.

PUBLIC NOTIFICATION AND COMMENTS:

The Agenda was posted at City Hall and on the City’s website in accordance with Government Code Section 54954.2.

Attachments:

1. 2022 PMP Map

2. List of Roads for Strategy 1

3. Construction Documents for Strategy 2 through 4 for the 2022 Street Repair Project

4. Construction Documents for Strategy 1

5. Engineers Estimate for Strategy 1

6. Notice of Exemption

ATTACHMENT 1

Attachment 2
City of Arroyo Grande
Slurry Seal Streets
Road Name BegLocation EndLocation Est. Section Cost
Blackberry Avenue Courtland Street Cranberry Street $8,159 Blackberry Avenue Boysenberry Street Courtland Street $13,645 Blueberry Avenue Boysenberry Street Courtland Street $12,245 Boysenberry Street Raspberry Avenue Strawberry Avenue $24,559 Cedar Street Courtland Street Aspen Street $39,015
Courtland Street Ash Street E. Grand Avenue $80,126
Cranberry Avenue Raspberry Avenue Blackberry Avenue $19,743 Huckleberry Avenue Cranberry Street Courtland Street $11,800 Loganberry Avenue Cranberry Street Courtland Street $12,872 Raspberry Avenue Courtland Street Boysenberry Street $12,452 Raspberry Avenue Cranberry Street Courtland Street $10,997 Seabright Avenue Oak Park Boulevard Cranberry Street $5,453 Sage Stret Spruce Street Aspen Street $14,835
Strawberry Avenue Boysenberry Street End of Cul De Sac $23,890 $289,791
El Camino Real Oak Park Boulevard E. Grand Avenue $411,842 $411,842
Asilo Street La Canada Vista Drive $32,816
Asilo Street La Canada Street (North End) La Canada Street (South End) $24,357 Castillo Court Vista Drive End $7,650
La Canada PCC at Median S/O Asilo Street Vista Drive $24,198 Los Ciervos Court Cul De Sac (West End) Cul De Sac (East End) $28,479 Paraiso Court Asilo Steet Cul De Sac $4,661
Puesta del Sol Los Ciervos Vista Drive $28,354
Vista Drive PCC at Median La Canada $45,265
$195,780
Rosemary Lane West End Cul De Sac $24,291
Salida de Sol James Way Cul De Sac $14,722
Sombrillo Salida de Sol Rosemary Lane $18,811
$57,824
Hidden Oak Road James Way End of Road $26,444
Quail Ridge Court Hidden Oak Road Cul De Sac $8,789
$35,233
Village Glen Drive James Way Hidden Oak Road $28,990
$28,990
Ridgeview Way Tally Ho Road White Court $36,297
White Court Ridgeview Way Cul De Sac $9,039
$45,336
Pearwood Avenue Huasna Road Oak Hill Road (EOS) $32,786 $32,786
Coach Road Branch Mill Road Flora Road (CIW N/O Flora) $18,776 Flora Road Coach Road End of Street $15,686
GROUP 5
GROUP 1

SUBTOTAL
GROUP 2

SUBTOTAL
GROUP 3

SUBTOTAL
GROUP 4

SUBTOTAL

SUBTOTAL
GROUP 6

SUBTOTAL
GROUP 7

SUBTOTAL
GROUP 8

SUBTOTAL
GROUP 9

ATTACHMENT 2

Attachment 2
City of Arroyo Grande
Slurry Seal Streets
Road Name BegLocation EndLocation Est. Section Cost
Greenwood Drive Flora Road End of Street $15,687
Tanner Lane Flora Road Branch Mill Road $16,070
$66,219
James Way Equestrian Way Oak Park Boulevard $122,931
$122,931
E. Grand Avenue/Branch
Street El Camino Real Mason Street $192,110
$192,110
Castillo del Mar End of Street Orchard Avenue $70,673
West Cherry Avenue Arroyo Avenue End of Street (AGHS) $24,585 Orchard Avenue Fair Oaks Avenue Castillo de Mar $58,119 South Via Avante Court Castillo del Mar Cul De Sac $9,227 North Via Belmonte Court Castillo del Mar Cul De Sac $8,138 South Via Belmonte Court Castillo del Mar Cul De Sac $16,701 North Via Firenze Court Castillo del Mar Cul De Sac $10,973 South Via Firenze Court Castillo de Mar Cul De Sac $11,782 $210,198
1,689,047

SUBTOTAL

SUBTOTAL
GROUP 12

SUBTOTAL
TOTAL
GROUP 10

SUBTOTAL
GROUP 11

AREA 3A (HUASNA ROAD)
AREA 3A
(VARIOUS STREETS)
AREA 3B (EQUESTRIAN

WAY NEIGHBORHOOD)
AREA 3B (VIA VAQUERO)

CORBETT CANYON ROAD

CONSTRUCTION PLANS
FOR

VARIOUS STREETS

SHEET INDEX

SHEET NUMBER SHEET DESCRIPTION
1 TITLE SHEET
2 AREA 3A (VARIOUS STREETS)
3 AREA 3A (HUASNA ROAD)
4 - 10 AREA 3B (EQUESTRIAN WAY NEIGHBOORHOOD)
11 AREA 3B (VIA VAQUERO)
12 CORBETT CANYON ROAD
13 - 14 EDGE DRAIN ENLARGEMENTS
15 CONTROL POINT DATA SUMMARY
16 - 21 CURB RAMPS DESIGNS (EQUESTRIAN WAY NEIGHBORHOOD) 22 - 25 CURB RAMPS DESIGNS (VIA VAQUERO)26 - 29 STANDARD DETAILS GENERAL NOTES:

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

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

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES AND/OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS CAUSEDBY THE CONTRACTOR'S ACTIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUEPRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES BEFORE STARTING WORK (AT LEAST TWO (2) WORKING DAYSREQUIRED).

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

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

5. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL RELATIONS (CAL-OSHA) SAFETY STANDARDS, IN ACCORDANCE WITH SECTION 7-10.4 OF THE SSPWC. IF REQUESTED BY THE INSPECTOR, THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM CAL-OSHA.

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

7. ALL PAVEMENT MARKING & LANE DELINEATION DETAILS SHOWN ON PLANS ARE EXISTING.

CONTRACTOR SHALL REPLACE PAVEMENT MARKINGS AND LANE DELINEATIONS AS NEEDED WHERE AFFECTED BY REMOVE & REPLACE AREAS WITHIN AREA 3A AND ON ALL PROJECT STREETS WITHIN AREA 3B AND CORBETT CANYON ROAD.

8. EXISTING PAINTED CURB NOT SHOWN. CONTRACTOR IS RESPONSIBLE FOR PREPARING AND

REPAINTING EXISTING PAINTED CURB TO MATCH EXISTING UNLESS OTHERWISE DIRECTED BY THE CITY.

9. UTILITY COVERS ARE SHOWN ON PLANS FOR REFERENCE. CONTRACTOR SHALL LOWER ALL

COVERS WITHIN ALL REMOVE & REPLACE AND KEYCUT AREAS PRIOR TO COLD PLANING AND RESET ALL COVERS TO FINISH SURFACE AFTER HMA PLACEMENT. CONTRACTOR SHALL

INSTALL NEW VALVE BOXES, SEWER CLEANOUT FRAME/COVERS AND MANHOLE FRAME/COVERS PER CITY STANDARD PLANS 6040 & 6340.

10. SEVERAL DIGOUT AREAS WITHIN THE PAVEMENTS INCLUDE PRUNING & REMOVING EXISTING TREE ROOTS. IN ADDITION, THE CONTRACTOR SHALL ANTICIPATE PRUNING & REMOVING EXISTING TREE ROOTS AT ALL CONCRETE FACILITIES TO BE CONSTRUCTED OR REMOVED &REPLACED.

11. A CONSTRUCTION PRE-WALK WITH THE CITY ARBORIST SHALL BE CONDUCTED PRIOR TO COMMENCING WORK TO IDENTIFY AREAS DESIGNATED TO PRUNE & REMOVE TREE ROOTS.

THE CITY ARBORIST SHALL PROVIDE RECOMMENDATIONS TO THESE WORK AREAS AS NEEDED, WHICH MAY INCLUDE FULLY REMOVING TREES. THE CONTRACTOR SHALL NOTIFY THE CITY ARBORIST PRIOR TO WORKING IN THESE AREAS.
2022 STREET REPAIRS PROJECT
PW 2022-05
CITY OF ARROYO GRANDE: LOCATION MAP

NOT TO SCALE
ATTACHMENT 3

HARDEN STREET

EAST BRANCH STREET

LE POINT STREET
REMOVE & REPLACE 4" HMA
(~6'X30', TYP.)
(~7'X116')
(~6'X12') (~6'X9') (~6'X27')
(~6'X10') (~6'X77') (~6'X6')

LE POINT STREET
EAST BRANCH STREET REMOVE & REPLACE 4" HMA (~9'X13', TYP.) (~8'X60')

WEST CHERRY AVENUE

FAIR OAKS AVENUE
REMOVE & REPLACE 4" HMA
(~6'X57', TYP.)
(~6'X60') (~10'X50')
(~10'X108')
(~6'X44') (~27'X27')
(~6'X15') (~6'X55') (~14'X55') (~6'X31')
NTS
REMOVE & REPLACE 4" HMA
REMOVE 4"PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BERECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

PLACE 2" HMA BASE COURSE
& 2" HMA SURFACE COURSE
SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL

JAMES WAY

HUASNA ROAD TALLY HO ROAD

CORBETT CANYON ROAD

EAST BRANCH

TRAFFIC WAY
STREET

FAIR OAKS AVENUE

NEVADA STREET

CALIFORNIA STREET

MASON STREET

TRAFFIC WAY
LEGEND
REMOVE & REPLACE 4" HMA

R PRUNE & REMOVE TREE ROOTS
(~10'X30') (~8'X22') (~13'X23')
REMOVE & REPLACE 4" HMA
(~6'X8', TYP.)
(~8'X15') R
R
R
R R

WATER VALVE
CALTRANS STRIPING DETAIL "XX"
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3A.DWG Plot Date: 3/1/2023 3:56 PM

KEY MAP
NTS

NEVADA STREET
N. MASON STREET

CALIFORNIA STREET

LA CRESTA DRIVE

VARD LOOMIS LANE

IKEDA WAY

ROSEWOOD LANE PEARWOOD AVENUE
(~12'X250', CONT.)
(~6'X191', CONT.)
(~6'X271')
REMOVE & REPLACE 4" HMA
(~6'X246', TYP.)
(~12'X100')
(~8'X307') (~12'X482')
(~6'X422') (~12'X100') (~6'X40')
1 1 1 1

REPLACE CONTINENTAL

CROSSWALK LINES AS NEEDED

CITY LIMITS

KEY MAP
NTS
C1
C2

CALLIE COURT
REMOVE & REPLACE 4" HMA
(~12'X244', TYP.)
(~6'X30')
(~6'X40') (~6'X153') (~6'X191', CONT.)
(~12'X250', CONT.)
1 NTS
REMOVE & REPLACE 4" HMA
REMOVE 4"PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BERECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

PLACE 2" HMA BASE COURSE
& 2" HMA SURFACE COURSE
SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL

LOWER UTILITY COVER PRIOR TO COLD PLANE
& RESET TO FINISH GRADE AFTER PAVING.

CONSTRUCTION NOTES:
1 JAMES WAY

HUASNA ROAD TALLY HO ROAD

CORBETT CANYON ROAD

EAST BRANCH

TRAFFIC WAY
STREET

FAIR OAKS AVENUE

HUASNA ROAD
LEGEND
REMOVE & REPLACE 4" HMA

HUASNA ROAD

MATCHLINE - SEE ABOVE RIGHT

MATCHLINE - SEE BELOW LEFT
WATER VALVECALTRANS STRIPING DETAIL "XX"
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3A.DWG Plot Date: 3/1/2023 3:56 PM BORING LOG NO. AC FABRIC (Y/N) C1 7" Y C2 6" Y C3 6-1/2" 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). BORING LOCATION XX C3

EQUESTRIAN WAY NOYES ROAD
C1
C2
(~12'X182')
(~12'X120')
(~8'X101')
REMOVE & REPLACE 4" HMA
(~6'X6', TYP.)
(~20'X15')
C3
KEYCUT A1 (TYP.)
TYPICAL SECTION NO. 1
1 1
KEYCUT B1 (TYP.)
TYPICAL SECTION NO. 1
1 6
2 (~20 LF)
9 7

EQUESTRIAN WAY DEER TRAIL CIRCLE

ARABIAN CIRCLE

VISTA CIRCLE

MUSTANG CIRCLE OAK LEAF CIRCLE

ACORN DRIVE HODGES ROAD STEVENSON

NOYES ROAD

SCENIC CIRCLE

JAMES WAY

VISTA DRIVE
DRIVE

OLD OAK PARK ROAD

CLINTON COURT
KEYCUT - TYPE A1

LONGITUDINAL KEYCUT
NTS
6'
KEYCUT - TYPE B1

TRANSVERSE KEYCUT
NTS
EX. CURB
& GUTTER
1-3/4"
REMOVE EX.

PAVEMENT
EX. PAVEMENT SURFACE
15'
EX. PAVEMENT OR

CROSS GUTTER
1-3/4" EX. PAVEMENT SURFACE
REMOVE EX.

PAVEMENT
NTS
REMOVE & REPLACE 4" HMA
REMOVE 4"PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

PLACE 2" HMA BASE COURSE
& 2" HMA SURFACE COURSE
SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL
NTS
TYPICAL SECTION NO. 1
6'
KEYCUT A1
6'
KEYCUT A1
3"
3"
1-3/4" 1-3/4"

TAPER LEVELING COURSE OVER WIDTH
OF KEYCUT TO 0" THICKNESS, 3" FROM
GUTTER LIP & TRANSVERSE EDGE (TYP.).

REMOVE & REPLACE
4" HMA; SEE PLAN
FOR LOCATIONS.
1-3/4" HMA SURFACE
COURSE
1/2" LEVELING COURSE

LOWER UTILITY COVER PRIOR TO COLD PLANE & RESET TO FINISH GRADE AFTER PAVING.

REMOVE EXISTING CURB & GUTTER. REPLACE WITH CURB &

GUTTER PER CITY OF ARROYO GRANDE ENGINEERING STANDARD
PLAN 4030, ISSUED MARCH 2016.

CONSTRUCTION NOTES:
1 2
REMOVE EXISTING CATCH BASIN. REPLACE WITH CATCH BASIN PER COUNTY OF SAN LUIS OBISPO DEPARTMENT OF PUBLIC WORKSSTANDARD DRAWING NO. D-2, ISSUED AUGUST 2022.

REMOVE EXISTING CROSS GUTTER. REPLACE WITH CROSS GUTTERPER CITY OF ARROYO GRANDE ENGINEERING STANDARD PLAN 4310, ISSUED MARCH 2016.
67 REMOVE EXISTING HMA DIKE. REPLACE WITH HMA DIKE, TYPE A,PER 2018 CALTRANS STANDARD PLAN A87B. 9 KEY MAP
NTS

MATCHLINE A -
SEE SHEET 5
MATCHLINE B - SEE SHEET 6
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B.DWG Plot Date: 3/1/2023 3:56 PM

BORING LOG
NO. AC AB R-VALUE FABRIC (Y/N)
C1 2-1/4" 7-1/2" 12 N
C2 2-1/4" - - N
C3 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).

BORING LOCATIONTYPE B1 KEYCUTTYPE A1 KEYCUTSURVEY MONUMENTSTORM DRAIN MANHOLE12" WHITE LIMIT LINE (THERMO) XX

R PRUNE & REMOVE TREE ROOTS

SANITARY SEWER MANHOLEWATER VALVEBLUE RETROREFLECTIVEPAVEMENT MARKERREMOVE & REPLACE CATCH BASINREMOVE & REPLACE CURB & GUTTERREMOVE & REPLACE HMA DIKE, TYPE A LEGEND
REMOVE & REPLACE 4" HMAREMOVE & REPLACE CROSS GUTTER

DEER TRAIL CIRCLE
REMOVE & REPLACE 4" HMA
(~19'X12', TYP.)
(~10'X20')
C12
(~28'X18')
C13
KEYCUT A1 (TYP.)
TYPICAL SECTION NO. 1
1 1
1 1
11+00
12+00
13+00
14+00
15+00
16+00
17+00
C37
C38
(~6'X13')
REMOVE & REPLACE HMADIKE THROUGH DRAIN (TYP.)
PAVEMENT TRANSITION (TYP.)

EDGE DRAIN (SEE ENLARGEMENT
ON SHEET 13)
6 ?
?
?
EX. PIPES, 4-5" DIAMETER
~10-18" TO TOP OF PIPES
TYPICAL SECTION NO. 2
TYPICAL SECTION NO. 1
TYPICAL SECTION NO. 1
TYPICAL SECTION NO. 2
9 9
9 9
9 EQUESTRIAN WAY DEER TRAIL CIRCLE

ARABIAN CIRCLE

VISTA CIRCLE

MUSTANG CIRCLE OAK LEAF CIRCLE

ACORN DRIVE HODGES ROAD STEVENSON

NOYES ROAD

SCENIC CIRCLE

JAMES WAY

VISTA DRIVE
DRIVE

OLD OAK PARK ROAD

CLINTON COURT
KEYCUT - TYPE A1

LONGITUDINAL KEYCUT
NTS
6'
KEYCUT - TYPE B1

TRANSVERSE KEYCUT
NTS
EX. CURB
& GUTTER
1-3/4"
REMOVE EX.

PAVEMENT
EX. PAVEMENT SURFACE
15'
EX. PAVEMENT OR

CROSS GUTTER
1-3/4" EX. PAVEMENT SURFACE
REMOVE EX.

PAVEMENT
NTS
REMOVE & REPLACE 4" HMA
REMOVE 4"PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

PLACE 2" HMA BASE COURSE
& 2" HMA SURFACE COURSE
SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL
NTS
TYPICAL SECTION NO. 2
COLD PLANE 8"
MIN. EX. SECTION
PLACE 3" HMA BASE COURSE
PLACE 1-3/4" HMA

SURFACE COURSE
PLACE 2-3/4" HMA

INTERMEDIATE COURSE
8"

HMA DIKE, TYPE A
EX. SURFACE
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BERECOMPACTED TO 95% R.C.

2. CONTRACTOR SHALL ONLY REMOVE WHAT CAN BE REPLACED UP TO THE BOTTOM OF SURFACE COURSE IN A SINGLE SHIFT.

SEE NOTE 1
PLACE 1/2"

LEVELING COURSE
20'

PAVEMENT TRANSITION
NTS

NEW PAVEMENT PER

TYPICAL SECTION
NO. 2 DETAILS
5-3/4" EX. PAVEMENT

SURFACE

LEVELING COURSE

PER TYPICAL

SECTION DETAILS
REMOVE HMA & EX.

BASE MATERIAL

SURFACE COURSE PER
TYPICAL SECTION NO. 1

DETAILS
PLACE 5-3/4" HMA IN TWO LIFTS
8"

ALTERNATE PAVEMENT EDGE
NTS
TYPICAL SECTION NO. 1
6'
KEYCUT A1
6'
KEYCUT A1
3"
3"
3/4" 1-3/4"

TAPER LEVELING COURSE OVER WIDTH
OF KEYCUT TO 0" THICKNESS, 3" FROMGUTTER LIP & TRANSVERSE EDGE (TYP.).

REMOVE & REPLACE
4" HMA; SEE PLAN
FOR LOCATIONS.
1-3/4" HMA SURFACE
COURSE
1/2" LEVELING COURSE
6'
KEYCUT A1
3"
1-3/4"

HMA DIKE,
TYPE A

LOWER UTILITY COVER PRIOR TO COLD PLANE & RESET TO FINISH GRADE AFTER PAVING.

CONSTRUCTION NOTES:
1 REMOVE EXISTING CATCH BASIN. REPLACE WITH CATCH BASIN PER

COUNTY OF SAN LUIS OBISPO DEPARTMENT OF PUBLIC WORKS
STANDARD DRAWING NO. D-2, ISSUED AUGUST 2022.
6 REMOVE EXISTING HMA DIKE. REPLACE WITH HMA DIKE, TYPE A,PER 2018 CALTRANS STANDARD PLAN A87B. 9 KEY MAP
NTS
BORING LOCATIONTYPE A1 KEYCUTSURVEY MONUMENTREMOVE & REPLACE 4" HMA XX

R PRUNE & REMOVE TREE ROOTS
SANITARY SEWER MANHOLEWATER VALVESEWER CLEANOUT BLUE RETROREFLECTIVEPAVEMENT MARKERREMOVE & REPLACE CATCH BASINREMOVE & REPLACE HMA DIKE, TYPE A HMA DIKE THROUGH DRAINCOLD PLANE & REPLACEPAVEMENT TRANSITIONEDGE DRAINEDGE DRAIN END CLEANOUT4-INCH DIAMETER HDPE PIPE ? ? APPROX. LOCATION OF EX. PIPE

REMOVE & REPLACE
MATCHLINE A - SEE SHEET 4
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B.DWG Plot Date: 3/1/2023 3:57 PM

BORING LOG
NO. AC AB R-VALUE FABRIC (Y/N)
C12 3" - -N
C13 2-1/2" - - NC37 2-1/4" 5" -NC38 1-3/4" 7-1/4" - 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).

LEGEND

VISTA CIRCLE

EQUESTRIAN WAY
(~18'X10')
REMOVE & REPLACE 4" HMA
(~6'X6', TYP.)
C15
(~30'X6')
C4
C5
C6
C14
VISTA DRIVE KEYCUT A1 (TYP.)
KEYCUT B1
TYPICAL SECTION NO. 1
TYPICAL SECTION NO. 1
1 1
1 1
1 (~120 SF) 3
(~180 SF) 3
4 (~11 LF) 2
SEE SHEET 20 FOR CURB

RAMP ENLARGEMENT
4 EQUESTRIAN WAY DEER TRAIL CIRCLE

ARABIAN CIRCLE

VISTA CIRCLE

MUSTANG CIRCLE OAK LEAF CIRCLE

ACORN DRIVE HODGES ROAD STEVENSON

NOYES ROAD

SCENIC CIRCLE

JAMES WAY

VISTA DRIVE
DRIVE

OLD OAK PARK ROAD

CLINTON COURT
NTS
TYPICAL SECTION NO. 1
6'
KEYCUT A1
6'
KEYCUT A1
3"
3"
1-3/4" 1-3/4"

TAPER LEVELING COURSE OVER WIDTH
OF KEYCUT TO 0" THICKNESS, 3" FROM
GUTTER LIP & TRANSVERSE EDGE (TYP.).

REMOVE & REPLACE
4" HMA; SEE PLAN
FOR LOCATIONS.
1-3/4" HMA SURFACE
COURSE
1/2" LEVELING COURSE
KEYCUT - TYPE A1

LONGITUDINAL KEYCUT
NTS
6'
KEYCUT - TYPE B1

TRANSVERSE KEYCUT
NTS
EX. CURB
& GUTTER
1-3/4"
REMOVE EX.

PAVEMENT
EX. PAVEMENT SURFACE
15'
EX. PAVEMENT OR

CROSS GUTTER
1-3/4" EX. PAVEMENT SURFACE
REMOVE EX.

PAVEMENT
NTS
REMOVE & REPLACE 4" HMA
REMOVE 4"PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

PLACE 2" HMA BASE COURSE
& 2" HMA SURFACE COURSE
SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL

LOWER UTILITY COVER PRIOR TO COLD PLANE & RESET TO FINISH GRADE AFTER PAVING.

REMOVE EXISTING CURB & GUTTER. REPLACE WITH CURB &

GUTTER PER CITY OF ARROYO GRANDE ENGINEERING STANDARD
PLAN 4030, ISSUED MARCH 2016.REMOVE EXISTING SIDEWALK. REPLACE WITH SIDEWALK PER CITY OF ARROYO GRANDE ENGINEERING STANDARD PLAN 4110, ISSUED MARCH 2016.

REMOVE EXISTING SIDEWALK UNDERDRAIN. REPLACE WITH

SIDEWALK UNDERDRAIN PER CITY OF ARROYO GRANDE
ENGINEERING STANDARD PLAN 3420, ISSUED MARCH 2016.

CONSTRUCTION NOTES:
1 2
3 4
LEGEND
BORING LOCATIONTYPE A1 KEYCUTSURVEY MONUMENTSTORM DRAIN MANHOLEREMOVE & REPLACE 4" HMA12" WHITE LIMIT LINE (THERMO) XX

R PRUNE & REMOVE TREE ROOTS

SANITARY SEWER MANHOLEWATER VALVE
MATCHLINE B - SEE SHEET 4
MATCHLINE D - SEE SHEET 8
MATCHLINE C - SEE SHEET 7
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B.DWG Plot Date: 3/1/2023 3:57 PM BORING LOG NO. AC AB R-VALUE FABRIC (Y/N) C4 2-1/2" - - N C5 2" - -N C6 1-1/2" 8" - N C14 2" - -N C13 2-1/4" - - 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). TYPE B1 KEYCUT

KEY MAP
NTS

BLUE RETROREFLECTIVEPAVEMENT MARKERREMOVE & REPLACE SIDEWALKREMOVE & REPLACESIDEWALK UNDERDRAINREMOVE & REPLACE CURB & GUTTER

ARABIAN CIRCLE

VISTA DRIVE
EQUESTRIAN WAY (~18'X10')
C17
C18
C15
C16
(~12'X105')
(~6'X26')
(~6'X12')
(~6'X26')
REMOVE & REPLACE 4" HMA
(~6'X26', TYP.)
C4
C14

VISTA DRIVE
LOS CIERVOS COURT (140' NORTHEAST)
KEYCUT A1 (TYP.)
KEYCUT A1 (TYP.)
TYPICAL SECTION NO. 1
TYPICAL SECTION NO. 1
TYPICAL SECTION NO. 1
1 PROTECT EX. PCC PAVEMENT IN PLACE
KEYCUT B1 (TYP.)
1 1
1 1 1
1 1
(~120 SF)
3 (~180 SF)
3 5
SEE SHEET 21 FOR CURB

RAMP ENLARGEMENT

SEE SHEET
20 FOR CURB RAMP ENLARGEME
2 (~26 LF)
2 (~4 LF)
(~20 LF) 2

EQUESTRIAN WAY DEER TRAIL CIRCLE

ARABIAN CIRCLE

VISTA CIRCLE

MUSTANG CIRCLE OAK LEAF CIRCLE

ACORN DRIVE HODGES ROAD STEVENSON

NOYES ROAD

SCENIC CIRCLE

JAMES WAY

VISTA DRIVE
DRIVE

OLD OAK PARK ROAD

CLINTON COURT
NTS
TYPICAL SECTION NO. 1
6'
KEYCUT A1
6'
KEYCUT A1
3"
3"
1-3/4" 1-3/4"

TAPER LEVELING COURSE OVER WIDTH
OF KEYCUT TO 0" THICKNESS, 3" FROM
GUTTER LIP & TRANSVERSE EDGE (TYP.).

REMOVE & REPLACE
4" HMA; SEE PLAN
FOR LOCATIONS.
1-3/4" HMA SURFACE
COURSE
1/2" LEVELING COURSE
KEYCUT - TYPE A1

LONGITUDINAL KEYCUT
NTS
6'
KEYCUT - TYPE B1

TRANSVERSE KEYCUT
NTS
EX. CURB
& GUTTER
1-3/4"
REMOVE EX.

PAVEMENT
EX. PAVEMENT SURFACE
15'
EX. PAVEMENT OR

CROSS GUTTER
1-3/4" EX. PAVEMENT SURFACE
REMOVE EX.

PAVEMENT
NTS
REMOVE & REPLACE 4" HMA
REMOVE 4"PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

PLACE 2" HMA BASE COURSE
& 2" HMA SURFACE COURSE
SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL

LOWER UTILITY COVER PRIOR TO COLD PLANE & RESET TO FINISH GRADE AFTER PAVING.

REMOVE EXISTING CURB & GUTTER. REPLACE WITH CURB &

GUTTER PER CITY OF ARROYO GRANDE ENGINEERING STANDARD
PLAN 4030, ISSUED MARCH 2016.

CONSTRUCTION NOTES:
1 2
REMOVE EXISTING SIDEWALK UNDERDRAIN COVER. REPLACE WITH

SIDEWALK UNDERDRAIN COVER PER CITY OF ARROYO GRANDE
ENGINEERING STANDARD PLAN 3420, ISSUED MARCH 2016.
5 LEGEND
BORING LOCATIONWATER METERTYPE B1 KEYCUTTYPE A1 KEYCUTSURVEY MONUMENTSTORM DRAIN MANHOLEREMOVE & REPLACE 4" HMA12" WHITE LIMIT LINE (THERMO) XX

R PRUNE & REMOVE TREE ROOTS

SANITARY SEWER MANHOLEWATER VALVEGAS VALVE
MATCHLINE C - SEE SHEET 6
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B.DWG Plot Date: 3/1/2023 3:57 PM BORING LOG NO. AC FABRIC (Y/N) C14 1-3/4" N C15 2" N C16 1-1/2" N C17 2-1/4" N C18 2-3/4" 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).

KEY MAP
NTS

BLUE RETROREFLECTIVEPAVEMENT MARKERREMOVE & REPLACE SIDEWALKUNDERDRAIN COVERREMOVE & REPLACE CURB & GUTTER

EQUESTRIAN WAY

MUSTANG CIRCLE

OAK LEAF CIRCLE SCENIC CIRCLE
C21
C19
C7
C8
C23
0 X6 )
(~8'X36')
(~6'X30')
(~8'X36')
(~12'X14')
(~8'X32')
C6
C9
C20
C22
C24
KEYCUT B1 (TYP.) KEYCUT A1 (TYP.)
TYPICAL SECTION NO. 1
TYPICAL SECTION NO. 1
TYPICAL SECTION NO. 1
TYPICAL SECTION NO. 1
2 4
(~36 LF)
1 1
1 1
1 1
1 1
(~180 SF)
3 4
4 SEE SHEET 18 FOR CURB
RAMP ENLARGEMENT SEE SHEET 19 FOR CURB RAMP ENLARGEMENT (~36 LF) 2
2 (~20 LF) (~20 LF) 2
(~10 LF)
(~42 SF)
3 2
9 EQUESTRIAN WAY DEER TRAIL CIRCLE

ARABIAN CIRCLE

VISTA CIRCLE

MUSTANG CIRCLE OAK LEAF CIRCLE

ACORN DRIVE HODGES ROAD STEVENSON

NOYES ROAD

SCENIC CIRCLE

JAMES WAY

VISTA DRIVE
DRIVE

OLD OAK PARK ROAD

CLINTON COURT
NTS
TYPICAL SECTION NO. 1
6'
KEYCUT A1
6'
KEYCUT A1
3"
3"
1-3/4" 1-3/4"

TAPER LEVELING COURSE OVER WIDTH
OF KEYCUT TO 0" THICKNESS, 3" FROM
GUTTER LIP & TRANSVERSE EDGE (TYP.).

REMOVE & REPLACE
4" HMA; SEE PLAN
FOR LOCATIONS.
1-3/4" HMA SURFACE
COURSE
1/2" LEVELING COURSE
KEYCUT - TYPE A1

LONGITUDINAL KEYCUT
NTS
6'
KEYCUT - TYPE B1

TRANSVERSE KEYCUT
NTS
EX. CURB
& GUTTER
1-3/4"
REMOVE EX.

PAVEMENT
EX. PAVEMENT SURFACE
15'
EX. PAVEMENT OR

CROSS GUTTER
1-3/4" EX. PAVEMENT SURFACE
REMOVE EX.

PAVEMENT
NTS
REMOVE & REPLACE 4" HMA
REMOVE 4"PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

PLACE 2" HMA BASE COURSE
& 2" HMA SURFACE COURSE
SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL

LOWER UTILITY COVER PRIOR TO COLD PLANE & RESET TO FINISH GRADE AFTER PAVING.

REMOVE EXISTING CURB & GUTTER. REPLACE WITH CURB &

GUTTER PER CITY OF ARROYO GRANDE ENGINEERING STANDARD
PLAN 4030, ISSUED MARCH 2016.REMOVE EXISTING SIDEWALK. REPLACE WITH SIDEWALK PER CITY OF ARROYO GRANDE ENGINEERING STANDARD PLAN 4110, ISSUED MARCH 2016.

REMOVE EXISTING SIDEWALK UNDERDRAIN. REPLACE WITH

SIDEWALK UNDERDRAIN PER CITY OF ARROYO GRANDE
ENGINEERING STANDARD PLAN 3420, ISSUED MARCH 2016.

CONSTRUCTION NOTES:
1 2
3 4
LEGEND
BORING LOCATIONWATER METERTYPE A1 KEYCUTSURVEY MONUMENTSTORM DRAIN MANHOLEREMOVE & REPLACE 4" HMA12" WHITE LIMIT LINE (THERMO) XX

R PRUNE & REMOVE TREE ROOTS

SANITARY SEWER MANHOLEWATER VALVE
MATCHLINE D - SEE SHEET 6 MATCHLINE E - SEE SHEET REMOVE & REPLACE 4" HMA 9 (~6'X12', TYP.)

SEWER CLEANOUT
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B.DWG Plot Date: 3/1/2023 3:57 PM REMOVE & REPLACE CURB & GUTTER BORING LOG NO. AC FABRIC (Y/N) C7 2" N C8 1-1/2" N C9 2-1/4" N C19 2-1/2" N C20 2" N C21 2" N C22 2-1/4" N C23 2-1/4" N C24 2-1/4" 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). TYPE B1 KEYCUT

KEY MAP
NTS

REMOVE & REPLACE SIDEWALKBLUE RETROREFLECTIVEPAVEMENT MARKERREMOVE & REPLACESIDEWALK & UNDERDRAINUNDERDRAIN COVERREMOVE & REPLACE SIDEWALK

ACORN DRIVE

EQUESTRIAN WAY
C25
(~6'X14')
REMOVE & REPLACE 4" HMA
(~6'X8', TYP.)
(~10'X28')
(~8'X67')
(~12'X38')
(~6'X19')
(~6'X12') (~8'X80')
(~80 LF)
C10
C11
C26
C27
KEYCUT A1 (T
KEYCUT B1 (TYP.)
KEYCUT A1 (TYP.)
TYPICAL SECTION NO. 1
TYPICAL SECTION NO. 1
1 1
2 1
1 1
1 1
1 1
(~60 SF),
REINSTALL MAILBOX 10
SEE SHEET 16 FOR CURB

RAMP ENLARGEMENT
SEE SHEET 17 FOR CURB

RAMP ENLARGEMENT

EDGE DRAIN (SEE ENLARGEMENT
ON SHEET 14)
KEYCUT
9 3 EQUESTRIAN WAY DEER TRAIL CIRCLE

ARABIAN CIRCLE

VISTA CIRCLE

MUSTANG CIRCLE OAK LEAF CIRCLE

ACORN DRIVE HODGES ROAD STEVENSON

NOYES ROAD

SCENIC CIRCLE

JAMES WAY

VISTA DRIVE
DRIVE

OLD OAK PARK ROAD

CLINTON COURT
NTS
TYPICAL SECTION NO. 1
6'
KEYCUT A1
6'
KEYCUT A1
3"
3"
1-3/4" 1-3/4"

TAPER LEVELING COURSE OVER WIDTH
OF KEYCUT TO 0" THICKNESS, 3" FROM
GUTTER LIP & TRANSVERSE EDGE (TYP.).

REMOVE & REPLACE
4" HMA; SEE PLAN
FOR LOCATIONS.
1-3/4" HMA SURFACE
COURSE
1/2" LEVELING COURSE
KEYCUT - TYPE A1

LONGITUDINAL KEYCUT
NTS
6'
KEYCUT - TYPE B1

TRANSVERSE KEYCUT
NTS
EX. CURB
& GUTTER
1-3/4"
REMOVE EX.

PAVEMENT
EX. PAVEMENT SURFACE
15'
EX. PAVEMENT OR

CROSS GUTTER
1-3/4" EX. PAVEMENT SURFACE
REMOVE EX.

PAVEMENT
NTS
REMOVE & REPLACE 4" HMA
REMOVE 4"PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

PLACE 2" HMA BASE COURSE
& 2" HMA SURFACE COURSE
SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL

LOWER UTILITY COVER PRIOR TO COLD PLANE & RESET TO FINISH GRADE AFTER PAVING.

REMOVE EXISTING CURB & GUTTER. REPLACE WITH CURB &

GUTTER PER CITY OF ARROYO GRANDE ENGINEERING STANDARD
PLAN 4030, ISSUED MARCH 2016.REMOVE EXISTING SIDEWALK. REPLACE WITH SIDEWALK PER CITY OF ARROYO GRANDE ENGINEERING STANDARD PLAN 4110, ISSUED MARCH 2016.

CONSTRUCTION NOTES:
1 2
3 INSTALL MAILBOX PER CITY OF ARROYO GRANDE ENGINEERING STANDARD PLAN 9010, ISSUED MARCH 2016.
10 LEGEND
BORING LOCATIONTYPE A1 KEYCUTSURVEY MONUMENTSTORM DRAIN MANHOLEREMOVE & REPLACE 4" HMA12" WHITE LIMIT LINE (THERMO) XX

PRUNE & REMOVE TREE ROOTS

SANITARY SEWER MANHOLEWATER VALVE
MATCHLINE F - SEE SHEET 10
MATCHLINE E - SEE SHEET 8

SEWER CLEANOUT
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B.DWG Plot Date: 3/1/2023 3:57 PM REPLACE CURB & GUTTER

BORING LOG
NO. AC FABRIC (Y/N)
C10 3" NC25 2-1/2" NC26 1-3/4" NC27 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).

TYPE B1 KEYCUT

KEY MAP
NTS

BLUE RETROREFLECTIVEPAVEMENT MARKER
R

REMOVE & REPLACE SIDEWALKEDGE DRAINEDGE DRAIN END CLEANOUT

HODGES ROAD

STEVENSON DRIVE

JAMES WAY

EQUESTRIAN WAY
C28
C29
C30
C31
REMOVE & REPLACE 4" HMA
(~6'X11', TYP.)

JAMES WAY
(~11'X6')
(~8'X28') (~8'X20')
(~6'X14')
(~15'X18') (~8'X10')
C11
KEYCUT A1 (TYP.)
KEYCUT B1 (TYP.)
TYPICAL SECTION NO. 1
1 1
1 1
1 1
C39
C40
PAVEMENT TRANSITION (TYP.)
TYPICAL SECTION NO. 2
8 KEYCUT B1 (TYP.)
TYPICAL SECTION NO. 1
TYPICAL SECTION NO. 1
TYPICAL SECTION NO. 1
9 50+00
51+00
52+00 53+00 54+00 55+00
56+00
57+00
58+00
59+00
60+00
9 9 9
9 9
9 9
9 9
9 9

EQUESTRIAN WAY

DEER TRAIL CIRCLE

ARABIAN CIRCLE

VISTA CIRCLE

MUSTANG CIRCLE

OAK LEAF CIRCLE

ACORN DRIVE

HODGES ROAD

STEVENSON

NOYES ROAD

SCENIC CIRCLE

JAMES WAY

VISTA DRIVE
DRIVE

OLD OAK PARK ROAD

CLINTON COURT
KEYCUT - TYPE A1

LONGITUDINAL KEYCUT
NTS
6'
KEYCUT - TYPE B1

TRANSVERSE KEYCUT
NTS
EX. CURB
& GUTTER
1-3/4"
REMOVE EX.

PAVEMENT
EX. PAVEMENT SURFACE
15'
EX. PAVEMENT OR

CROSS GUTTER
1-3/4" EX. PAVEMENT SURFACE
REMOVE EX.

PAVEMENT
NTS
REMOVE & REPLACE 4" HMA
REMOVE 4"PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

PLACE 2" HMA BASE COURSE
& 2" HMA SURFACE COURSE
SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL
NTS
TYPICAL SECTION NO. 2
COLD PLANE 8"
MIN. EX. SECTION
PLACE 3" HMA BASE COURSE
PLACE 1-3/4" HMA

SURFACE COURSE
PLACE 2-3/4" HMA

INTERMEDIATE COURSE
8"

HMA DIKE, TYPE A
EX. SURFACE
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BERECOMPACTED TO 95% R.C.

2. CONTRACTOR SHALL ONLY REMOVE WHAT CAN BE REPLACED UP TO THE BOTTOM OF SURFACE COURSE IN A SINGLE SHIFT.

SEE NOTE 1
PLACE 1/2"

LEVELING COURSE
20'

PAVEMENT TRANSITION
NTS

NEW PAVEMENT PER

TYPICAL SECTION
NO. 2 DETAILS
5-3/4" EX. PAVEMENT

SURFACE

LEVELING COURSE

PER TYPICAL

SECTION DETAILS
REMOVE HMA & EX.

BASE MATERIAL

SURFACE COURSE PER
TYPICAL SECTION NO. 1

DETAILS
PLACE 5-3/4" HMA IN TWO LIFTS
8"

ALTERNATE PAVEMENT EDGE
NTS
TYPICAL SECTION NO. 1
6'
KEYCUT A1
6'
KEYCUT A1
3"
3"
3/4" 1-3/4"

TAPER LEVELING COURSE OVER WIDTH
OF KEYCUT TO 0" THICKNESS, 3" FROMGUTTER LIP & TRANSVERSE EDGE (TYP.).

REMOVE & REPLACE
4" HMA; SEE PLAN
FOR LOCATIONS.
1-3/4" HMA SURFACE
COURSE
1/2" LEVELING COURSE
6'
KEYCUT A1
3"
1-3/4"

HMA DIKE,
TYPE A

LOWER UTILITY COVER PRIOR TO COLD PLANE & RESET TO FINISH GRADE AFTER PAVING.

CONSTRUCTION NOTES:
1 CONSTRUCT CROSS GUTTER PER CITY OF ARROYO GRANDE
ENGINEERING STANDARD PLAN 4310, ISSUED MARCH 2016.REMOVE EXISTING HMA DIKE. REPLACE WITH HMA DIKE, TYPE A,PER 2018 CALTRANS STANDARD PLAN A87B. 89 LEGEND
TYPE B1 KEYCUTTYPE A1 KEYCUTREMOVE & REPLACE 4" HMA

MATCHLINE F -
SEE SHEET 9
BORING LOCATIONSURVEY MONUMENTSTORM DRAIN MANHOLE12" WHITE LIMIT LINE (THERMO) XX

R PRUNE & REMOVE TREE ROOTS

SANITARY SEWER MANHOLE

WATER VALVESEWER CLEANOUT
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B.DWG Plot Date: 3/1/2023 3:57 PM KEY MAPNTS

BLUE RETROREFLECTIVEPAVEMENT MARKER

BORING LOG
NO. AC AB R-VALUE FABRIC (Y/N)
C11 2" - - N
C28 1-3/4" - - NC29 2-1/2" - - NC30 3" - -N
C31 2" - - N
C39 2-1/4" 7" - NC40 2" 7" - 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).

INSTALL PCC CROSS GUTTERREMOVE & REPLACE HMA DIKE, TYPE A COLD PLANE & REPLACEPAVEMENT TRANSITION

NTS
TYPICAL SECTION NO. 1
6'
KEYCUT A1
6'
KEYCUT A1
3"
3"
1-3/4" 1-3/4"

TAPER LEVELING COURSE OVER WIDTH
OF KEYCUT TO 0" THICKNESS, 3" FROMGUTTER LIP & TRANSVERSE EDGE (TYP.).

REMOVE & REPLACE
4" HMA; SEE PLAN
FOR LOCATIONS.
1-3/4" HMA SURFACE
COURSE
1/2" LEVELING COURSE
NTS
REMOVE & REPLACE 4" HMA
REMOVE 4"PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BERECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

PLACE 2" HMA BASE COURSE
& 2" HMA SURFACE COURSE
SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL
TYPICAL SECTION NO. 1
KEYCUT A1 (TYP.)
KEYCUT B1
REMOVE & REPALCE 4" HMA
(~10'X10', TYP.)
(~6'X26')
(~6'X30')
(~6'X26')
C32
C33
1 1
1 1
1 1
SEE SHEET 22 FOR CURB

RAMP ENLARGEMENT
SEE SHEET 23 FOR CURB

RAMP ENLARGEMENT
TYPICAL SECTION NO. 1 TYPICAL SECTION NO. 1
KEYCUT B1 (TYP.)
KEYCUT A1 (TYP.)
C34
C35
C36
1 1 1
1 (~6'X18')
SEE SHEET 24 FOR CURB

RAMP ENLARGEMENT
SEE SHEET 25 FOR CURB

RAMP ENLARGEMENT
KEYCUT - TYPE A1

LONGITUDINAL KEYCUT
NTS
6'
KEYCUT - TYPE B1

TRANSVERSE KEYCUT
NTS
EX. CURB
& GUTTER
1-3/4"
REMOVE EX.

PAVEMENT
EX. PAVEMENT SURFACE
15'
EX. PAVEMENT OR

CROSS GUTTER
1-3/4" EX. PAVEMENT SURFACE
REMOVE EX.

PAVEMENT

RANCHO PARKWAY

VIA BANDOLERO

VIA VAQUERO

AVENIDA DE DIAMANTE

VIA BANDOLERO
LEGEND
TYPE B1 KEYCUTTYPE A1 KEYCUTREMOVE & REPLACE 4" HMABORING LOCATIONSURVEY MONUMENT12" WHITE LIMIT LINE (THERMO) XX

SANITARY SEWER MANHOLEWATER VALVEGAS VALVE

VIA VAQUERO
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B - VIA VAQUERO.DWG Plot Date: 3/1/2023 3:57 PM

BORING LOG
NO. AC FABRIC (Y/N)
C32 2" NC33 2" NC34 2-1/4" N
C35 1-1/2" N
C36 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).

MATCHLINE - SEE BELOW LEFT

MATCHLINE - SEE ABOVE RIGHT

BLUE RETROREFLECTIVEPAVEMENT MARKER
TYPICAL SECTION NO. 1
1

NTS
TYPICAL SECTION NO. 3
3"
CONSTRUCTION SEQUENCE:

1. COLD PLANE 3" EXISTING SECTION.

2. PLACE 3" HMA SURFACE COURSE.

COLD PLANE 3"

EXISTING SECTION
3" HMA SURFACE COURSE

SHOULDER BACKING

PER DETAIL

SHOULDER BACKING

PER DETAIL

ALTERNATE PAVEMENT EDGE
EX. OR NEWPAVEMENT, GUTTER

LIP OR SPANDREL

LOWER UTILITY COVER PRIOR TO COLD PLANE & RESET TO FINISH GRADE AFTER PAVING.

CONSTRUCTION NOTES:
1 CITY LIMITS

CORRAL PLACE

GULARTE ROAD
TYPICAL SECTION NO. 3
1 1
PRINTZ ROAD INSTALL SHOULDER BACKING (TYP.) 1
1 1
1 1
1 1
PROTECT EX.UTILITIES IN PLACE
PROTECT EX.

OVERSIDE DRAIN

IN PLACE

INSTALL SHOULDER BACKING AROUND
SANITARY SEWER MANHOLE (TYP.)

CITY OF ARROYO GRANDE ROW (APPROXIMATE)

CALTRANS ROW (APPROXIMATE)
8 9
9 NTS

SHOULDER BACKING DETAIL

SEE SPECIFICATIONS

FOR SHOULDER
BACKING MATERIAL EXIST. SURFACE
NEW AC

OVERLAY

PLACE SHOULDER BACKING

AFTER COMPLETION OF AC

SURFACING
4'-0"3'-0"2'-0"1'-0"
3"-4"2"-3"1"-2"0"-1"
H Y

DIMENSION

SCHEDULE
H
Y

CONSTRUCT CROSS GUTTER PER CITY OF ARROYO GRANDE
ENGINEERING STANDARD PLAN 4310, ISSUED MARCH 2016.REMOVE EXISTING HMA DIKE. REPLACE WITH HMA DIKE, TYPE A,PER 2018 CALTRANS STANDARD PLAN A87B. 89 CORBETT CANYON ROAD
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B - VIA VAQUERO.DWG Plot Date: 3/1/2023 3:58 PM BLUE RETROREFLECTIVE PAVEMENT MARKER LEGEND SANITARY SEWER MANHOLE CALTRANS STRIPING DETAIL "XX" 12" WHITE LIMIT LINE (PAINT) COLD PLANE & REPLACE WATER VALVE INSTALL SHOULDER BACKING TELECOM VAULT TELECOM BOX WATER METER INSTALL CROSS GUTTER REMOVE & REPLACE HMA DIKE, TYPE A

INSTALL EDGE DRAIN BEHIND
HMA DIKE (~165 LF)

INSTALL CLEANOUT ON

UPHILL END OF EDGE DRAIN
PROTECT EX.

MAILBOX IN PLACE
INSTALL 4-INCH DIAMETER HDPE PIPE PER CITY OF ARROYO
GRANDE ENGINEERING STANDARD PLANS 6020, ISSUED MARCH
2016, FOR THE BEDDING, COVER & COMPACTION REQUIREMENTS

BEFORE FULL DEPTH HMA TYPICAL SECTION (SEE TRENCHBACKFILL DETAIL) CONNECT 4-INCH DIAMETER
HDPE PIPE TO EX. CATCH BASIN
144 DEER TRAIL CIRCLE
CONNECT EDGE DRAIN & 4-INCH

DIAMETER HDPE PIPE
SEE NOTE NO. 2
SEE NOTE NO. 1
NOTES:
1) 12" MULTI-FLOW GEOCOMPOSITE DRAIN SYSTEM
OR 12" ADS ADVANEDGE GEOCOMPOSITE DRAIN.
2) CONTRACTOR SHALL USE NO. 10 TO NO. 50 SAND.

COMPACT BY FLOODING AT SIDES OF DRAIN AND MECHANICALLY COMPACT TOP. 18"
4" MIN.

TYPICAL EDGE DRAIN INSTALLATION (HMA DIKE)
NTS

PAVEMENT

SECTION

HMA DIKE
6"

REGRADE

LANDSCAPING

TRIM PIPE FLUSH
& GROUT SPACE
1"- 3"
EX. CATCH BASIN
EX. CURB
& GUTTER
12"-1472AA ADS TRANSITION
FITTING OR 12"-12003 MULTIFLOW SIDE OUTLET FITTING

EDGE DRAIN CONNECTION TO INLET
NTS

EDGE DRAIN

PAVEMENT

SECTION
4" HDPE PIPE

HMA DIKE

NEW HMA DIKE
CHRISTY G5 BOX

W/CAST IRON

TRAFFIC LID

CEMENT SAND SLURRY BACKFILL
@ CLEANOUT & CONNECTING PIPE
(2) 45° BENDS
CAP

EDGE DRAIN

SEE NOTE
NOTE:
12"-1472AA ADS TRANSITION FITTING OR12"-12004 MULTI-FLOW END OUTLET FITTING

END CLEANOUT NEXT TO HMA DIKE
NTS
NTS

TRENCH BACKFILL DETAIL
NOTES:
1) SAND BEDDING & SHADING SHALL BE CLEAN SAND COMPACTED TO MIN. 95% RELATIVE COMPACTION. 2) PIPE TO BE INSTALLED PRIOR TO REMOVE & REPLACE 8" HMA. 3) TOP OF PIPE LIKELY TO BE W/IN ~6" OF BOTTOM OF REMOVE & REPLACE HMA SECTION. 4) NUMBER 12 INSULATED TWH COPPER WIRE SHALL BE PLACED CONTINUOUSLY OVER PIPE. 5) ADDITIONAL DETAIL FOUND ON CITY OF ARROYO GRANDE STANDARD PLAN 6020.

SAND BEDDING
6"
MIN.
6"
MIN.
8" HMA (TYPICAL SECTION NO. 2)

SAND COVER
6" MIN.
8" MAX.
6" MIN.
8" MAX.
4" HDPE PIPE
NUMBER 12 INSULATED THW COPPER WIRE
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B.DWG Plot Date: 3/1/2023 3:58 PM LEGEND
EDGE DRAINEDGE DRAIN END CLEANOUT4-INCH DIAMETER HDPE PIPE 144 DEER TRAIL CIRCLE

HMA DIKE, TYPE A

FL FLOWLINEINV INVERTTG TOP OF GRATE

DESIGN ELEVATION
MAILBOX (EX.)

12"
MAX.
3" MIN.

SAWCUT
EX. BASE

ROCK VARIES
SEE NOTE NO. 2
SEE NOTE NO. 1

PLACE HMA TO

MATCH EXISTING
SECTION, 6" MIN.

NOTES:
1) 12" MULTI-FLOW GEOCOMPOSITE DRAIN SYSTEM
OR 12" ADS ADVANEDGE GEOCOMPOSITE DRAIN.
2) CONTRACTOR SHALL USE NO. 10 TO NO. 50 SAND.

COMPACT BY FLOODING AT SIDES OF DRAIN AND MECHANICALLY COMPACT TOP. 18"
4" MIN.

TYPICAL EDGE DRAIN INSTALLATION (CURB & GUTTER)
NTS
EX. PAVEMENT

THICKNESS VARIES
EX. CURB
& GUTTER

TRIM PIPE FLUSH
& GROUT SPACE
1"- 3"
EX. CATCH BASIN
EX. CURB
& GUTTER
12"-1472AA ADS TRANSITION
FITTING OR 12"-12003 MULTIFLOW SIDE OUTLET FITTING
4" HDPE PIPE

EDGE DRAIN CONNECTION TO CATCH BASIN
NTS

PLACE HMA TOMATCH EXISTING
SECTION, 6" MIN.

EDGE DRAIN
EX. CURB & GUTTER
CHRISTY G5 BOX

W/CAST IRON

TRAFFIC LID

CEMENT SAND SLURRY BACKFILL
@ CLEANOUT & CONNECTING PIPE
(2) 45° BENDS
CAP

EDGE DRAIN

SEE NOTE
NOTE:
12"-1472AA ADS TRANSITION FITTING OR12"-12004 MULTI-FLOW END OUTLET FITTING

END CLEANOUT NEXT TO CURB & GUTTER
NTS

CONNECT EDGE DRAIN
TO EX. CATCH BASIN
INSTALL EDGE DRAIN (~100 LF)

INSTALL CLEANOUT ON

UPHILL END OF EDGE DRAIN
1008 ACORN DRIVE
1006 ACORN DRIVE
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B.DWG Plot Date: 3/1/2023 3:58 PM LEGEND

EDGE DRAINEDGE DRAIN END CLEANOUT
1008 ACORN DRIVE

STORM DRAIN MANHOLESANITARY SEWER MANHOLEWATER VALVESURVEY MONUMENTBLUE RETROREFLECTIVEPAVEMENT MARKER

ARABIAN
VISTA

MUSTANG

OAK LEAF

ACORN DRIVE

HODGES ROAD

STEVENSON
SCENIC

JAMES WAY

VISTA DRIVE
DRIVE
COURT
(NORTH)

ACORN DRIVE
(SOUTH)
CIRCLE
CIRCLE
CIRCLE
CIRCLE
CIRCLE

CLINTON

EQUESTRIAN WAY
CP 05
CP 06
CP 07
CP 08
CP 09
CP 10
CP 12
CP 11

VIA VAQUERO

VIA BANDOLERO

AVENIDA DE

DIAMANTE

VIA VAQUERO

VIA BANDOLERO
CALLE

PARKWAY
CARMAN
RANCHO
CAMINO

MERCADO
CP 02
CP 01
CP 04 CP 03
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B - EQUESTRIANRAMPS.DWG Plot Date: 3/1/2023 3:58 PM POINT # 0506070809101112 DESCRIPTION CP SPIKE CP SPIKE CP SPIKE CP SPIKE CP SPIKE CP SPIKE CP SPIKE CP SPIKE NORTHING 2246813.9260' 2246682.2460' 2246227.7090' 2246097.9630' 2245890.3850' 2245547.4200' 2245362.1000' 2245337.3380' EASTING 5786157.9490' 5785754.6680' 5785481.8320' 5785297.0950' 5784892.0490' 5784403.0640' 5784440.0900' 5784588.3680' ELEVATION 271.68' 275.63' 244.62' 226.49' 214.66' 174.54' 148.99' 132.53' POINT #
01 02
03 04

DESCRIPTION

CP MAG TIN

CP MAG TIN TC

CP CHISLD XCP CHISLD X

NORTHING
2243492.8420'2244094.3650'2242700.5010'2242768.4460'

EASTING
5787258.1100'5787066.2920'5786469.5950'5786170.3970'

ELEVATION
283.45'298.31'233.91'236.04'

INTERSECTION

AVENIDA DE DIAMANTE

VIA BANDOLERO (NORTH)

VIA BANDOLERO (SOUTH)

RANCHO PARKWAY

INTERSECTION
VISTA DRIVE @ ARABIAN CIRCLE

VISTA CIRCLE

SCENIC CIRCLE
-

OAK LEAF CIRCLE

ACORN DRIVE (NORTH)
-

ACORN DRIVE (SOUTH)
VIA VAQUERO: CONTROL DATA SUMMARY
VIA VAQUERO: CONTROL DATA MAP
1"= 200'
EQUESTRIAN WAY NEIGHBORHOOD: CONTROL DATA MAP
1"= 200'
EQUESTRIAN WAY NEIGHBORHOOD:

CONTROL DATA SUMMARY
CURB RAMP CONSTRUCTION: GENERAL NOTES

1. PRIOR TO INSTALLATION OF NEW CURB RAMPS, CONTRACTOR SHALL COORDINATE WITH CITY REPRESENTATIVE FOR TRIMMING OR REMOVAL OF PRIVATE LANDSCAPE PLANTINGS.

NO PLANT MATERIAL SHALL BE ALTERED OR OTHERWISE REMOVED WITHOUT PRIOR APPROVAL OF THE CITY.

2. CURB RAMP DESIGNS ARE BASED ON THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG) & CALTRANS 2018 STANDARD PLANS A88A & A88B. REFER TO STANDARD PLANS A88A & A88B FOR ADDITIONAL DETAILS & INFORMATION.

3. SLOPES SHOWN ON THESE PLANS ARE APPROXIMATE; SOME FIELD-ADJUSTMENT MAY BE NECESSARY DURING LAYOUT & CONSTRUCTION.

4. CONCRETE FACILITIES SHALL BE CONSTRUCTED PER THE MARCH 2016 EDITION OF THE CITY OF ARROYO GRANDE STANDARD PLANS, AS FOLLOWS:
x CURB & GUTTER (STAND-ALONE) . . . . . . . . . . . . #4030x SIDEWALK, CURB & GUTTER . . . . . . . . . . . . . . . . #4110x CROSS-GUTTER & SPANDREL . . . . . . . . . . . . . . . #4310x CONCRETE CUTTING . . . . . . . . . . . . . . . . . . . . . . . #4910x ASPHALT CONCRETE PAVEMENT REPAIR . . . . . #4915x METAL SIGN POST . . . . . . . . . . . . . . . . . . . . . . . . . #7210x SIGN PLACEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . #7220

5. ALL SAWCUTTING THROUGH CONCRETE & ASPHALT PAVEMENT SHALL EXTEND FULL-DEPTH OF THE MATERIAL. SAWCUTS IN CONCRETE 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 EDGESSHALL BE RE-SAWCUT AS DIRECTED BY THE CITY'S REPRESENTATIVE PRIOR TO REPLACINGCONCRETE OR HOT-MIX ASPHALT MATERIAL.

6. NEW CONCRETE FACILITIES SHALL BE DOWELED & EPOXIED TO EX. CONCRETE USING 18" #4 BARS SPACED @ 12" O.C. MAX. NEAREST DOWEL TO OUTERMOST FACE OF CONCRETE SHALLBE NO CLOSER THAN 3" UNLESS OTHERWISE DIRECTED BY CITY REPRESENTATIVE.

7. PAINTED LINES & LEGENDS SHOWN IN ENLARGEMENTS REPRESENT EXISTING & MAY CHANGE AS DIRECTED BY CITY REPRESENTATIVE.

8. 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.

9. LANDSCAPE RESTORATION MAY ALSO INCLUDE REPAIR OR REPLACEMENT OF DAMAGED IRRIGATION FACILITIES CAUSED BY THE CONTRACTOR'S EFFORTS. CONTRACTOR SHALL EXERCISE REASONABLE CAUTION DURING DEMOLITION & CONSTRUCTION TO AVOIDDAMAGING IRRIGATION DRIPLINES, LATERAL LINES, VALVES, POP-UP SPRINKLERS, ETC. ANYDAMAGED IRRIGATION FACILITIES SHALL BE REPAIRED OR RESTORED TO WORKING ORDER TO THE SATISFACTION OF THE CITY'S REPRESENTATIVE.

10. ALL EXISTING FACILITIES ADJACENT TO ZONE OF CONSTRUCTION SHALL BE PROTECTED AT ALL TIMES BY THE CONTRACTOR TO AVOID DAMAGE TO 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.

EQUESTRIAN WAY
5'

ACORN DRIVE
(SOUTH)
6'
6' 15'
~6'
~6.8'
15'
15'
15'
5'
~7.4'

RELOCATE STOP SIGN OUTSIDE

OF CURB RAMP AREA

RESET UTILITY COVER
TO FINISH GRADE (TYP.)
2'
(SIDEWALK, CURB, GUTTER & SPANDRELS)INSTALL DETECTABLE WARNING SURFACE LEGEND

SW SIDEWALK

PAVEMENT THICKNESS, WHICHEVER IS GREATER

TC TOP OF CURB

LANDSCAPE RESTORATION

DESIGN ELEVATION(S)

FL FLOWLINE
LIGHT STANDARD (EX.)SURVEY NAIL OR MARKER (EX.)REMOVE & REPLACE/INSTALL PCC FACILITIESHMA CONFORM: R&R 6" OR MATCH EX. SIGN POST (EX.)WATER VALVE COVER (EX.)SANITARY SEWER MANHOLE (EX.) ELECTRICAL VAULT (EX.)
FIRE HYDRANT (EX.)SIGN POST (RELOCATED)
TELECOM VAULT (EX.)

EP EDGE OF PAVEMENT
NOTE:

SEE SHEET 15 FOR CONTROL POINT DATA SUMMARY &
CONSTRUCTION NOTES FOR CURB RAMPS.

NTS
REMOVE & REPLACE 6" HMA
REMOVE 6"PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BERECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 6" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL
PLACE 3" HMA BASE COURSE
& 3" HMA SURFACE COURSE
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B - EQUESTRIANRAMPS.DWG Plot Date: 3/1/2023 3:58 PM

EQUESTRIAN WAY

ACORN DRIVE
(NORTH)

5.5'
6'
5'
15'
15'
15'
4'
~5.6'
~3.6'
5'
~2.5'

RELOCATE STOP SIGN OUTSIDE

OF CURB RAMP AREA
EX. CMU WALL
(PROTECT IN PLACE)
2'
2'

10.3'
~2.5'
(SIDEWALK, CURB, GUTTER & SPANDRELS)INSTALL DETECTABLE WARNING SURFACE LEGEND

SW SIDEWALK

PAVEMENT THICKNESS, WHICHEVER IS GREATER

TC TOP OF CURB

LANDSCAPE RESTORATION

DESIGN ELEVATION(S)

FL FLOWLINE
LIGHT STANDARD (EX.)SURVEY NAIL OR MARKER (EX.)REMOVE & REPLACE/INSTALL PCC FACILITIESHMA CONFORM: R&R 6" OR MATCH EX. SIGN POST (EX.)WATER VALVE COVER (EX.)SANITARY SEWER MANHOLE (EX.)ELECTRICAL VAULT (EX.)FIRE HYDRANT (EX.)SIGN POST (RELOCATED)TELECOM VAULT (EX.)

EP EDGE OF PAVEMENT
NOTE:

SEE SHEET 15 FOR CONTROL POINT DATA SUMMARY &
CONSTRUCTION NOTES FOR CURB RAMPS.

NTS
REMOVE & REPLACE 6" HMA
REMOVE 6"PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BERECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 6" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL
PLACE 3" HMA BASE COURSE
& 3" HMA SURFACE COURSE
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B - EQUESTRIANRAMPS.DWG Plot Date: 3/1/2023 3:58 PM

EQUESTRIAN WAY

OAK LEAF CIRCLE
6'
6'
15'
5'
15'
4'
~12.1'
5' 6' ~10.4'
~2.5' ~2.4'
2'
2'
(SIDEWALK, CURB, GUTTER & SPANDRELS)INSTALL DETECTABLE WARNING SURFACE LEGEND

SW SIDEWALK

PAVEMENT THICKNESS, WHICHEVER IS GREATER

TC TOP OF CURB

LANDSCAPE RESTORATION

DESIGN ELEVATION(S)

FL FLOWLINE
LIGHT STANDARD (EX.)SURVEY NAIL OR MARKER (EX.)REMOVE & REPLACE/INSTALL PCC FACILITIESHMA CONFORM: R&R 6" OR MATCH EX. SIGN POST (EX.)WATER VALVE COVER (EX.)SANITARY SEWER MANHOLE (EX.)ELECTRICAL VAULT (EX.)FIRE HYDRANT (EX.)SIGN POST (RELOCATED)TELECOM VAULT (EX.)

EP EDGE OF PAVEMENT
NOTE:

SEE SHEET 15 FOR CONTROL POINT DATA SUMMARY &
CONSTRUCTION NOTES FOR CURB RAMPS.

NTS
REMOVE & REPLACE 6" HMA
REMOVE 6"PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BERECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 6" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL
PLACE 3" HMA BASE COURSE
& 3" HMA SURFACE COURSE
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B - EQUESTRIANRAMPS.DWG Plot Date: 3/1/2023 3:58 PM

EQUESTRIAN WAY

SCENIC CIRCLE
6'
6'
~7.1'
5'
~7.9'
15'
15'
15'
~10.9'
5' 5'
~10'
~2.4'
2'
EX. SIGN POST
(PROTECT IN PLACE)
(SIDEWALK, CURB, GUTTER & SPANDRELS)INSTALL DETECTABLE WARNING SURFACE LEGEND

SW SIDEWALK

PAVEMENT THICKNESS, WHICHEVER IS GREATER

TC TOP OF CURB

LANDSCAPE RESTORATION

DESIGN ELEVATION(S)

FL FLOWLINE
LIGHT STANDARD (EX.)SURVEY NAIL OR MARKER (EX.)REMOVE & REPLACE/INSTALL PCC FACILITIESHMA CONFORM: R&R 6" OR MATCH EX. SIGN POST (EX.)WATER VALVE COVER (EX.)SANITARY SEWER MANHOLE (EX.)ELECTRICAL VAULT (EX.)FIRE HYDRANT (EX.)SIGN POST (RELOCATED)TELECOM VAULT (EX.)

EP EDGE OF PAVEMENT
NOTE:

SEE SHEET 15 FOR CONTROL POINT DATA SUMMARY &
CONSTRUCTION NOTES FOR CURB RAMPS.

NTS
REMOVE & REPLACE 6" HMA
REMOVE 6"PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BERECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 6" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL
PLACE 3" HMA BASE COURSE
& 3" HMA SURFACE COURSE
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B - EQUESTRIANRAMPS.DWG Plot Date: 3/1/2023 3:59 PM

EQUESTRIAN WAY

VISTA CIRCLE
6'
6'
~5'
15'
15'
5' 4'
~16.4'

9.9' 4' 5'
~5.8'
2'
~6.1'

VISTA DRIVE
~9.2' 15'
5' 4' ~7.8'
6' 2'
(SIDEWALK, CURB, GUTTER & SPANDRELS)INSTALL DETECTABLE WARNING SURFACE LEGEND

SW SIDEWALK

PAVEMENT THICKNESS, WHICHEVER IS GREATER

TC TOP OF CURB

LANDSCAPE RESTORATION

DESIGN ELEVATION(S)

FL FLOWLINE
LIGHT STANDARD (EX.)SURVEY NAIL OR MARKER (EX.)REMOVE & REPLACE/INSTALL PCC FACILITIESHMA CONFORM: R&R 6" OR MATCH EX. SIGN POST (EX.)WATER VALVE COVER (EX.)SANITARY SEWER MANHOLE (EX.)ELECTRICAL VAULT (EX.)FIRE HYDRANT (EX.)SIGN POST (RELOCATED)TELECOM VAULT (EX.)

EP EDGE OF PAVEMENT
NOTE:

SEE SHEET 15 FOR CONTROL POINT DATA SUMMARY &
CONSTRUCTION NOTES FOR CURB RAMPS.

NTS
REMOVE & REPLACE 6" HMA
REMOVE 6"PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BERECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 6" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL
PLACE 3" HMA BASE COURSE
& 3" HMA SURFACE COURSE
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B - EQUESTRIANRAMPS.DWG Plot Date: 3/1/2023 3:59 PM

VISTA DRIVE

ARABIAN CIRCLE
5'

10.3'
~9.5'
7' 5'
6'
6'
2'
~6.0'

6.2'
15'
5'
2'
EX. SIGN POST
(PROTECT IN PLACE) (SIDEWALK, CURB, GUTTER & SPANDRELS)

INSTALL DETECTABLE WARNING SURFACE
LEGEND

SW SIDEWALK

PAVEMENT THICKNESS, WHICHEVER IS GREATER

TC TOP OF CURB

LANDSCAPE RESTORATION

DESIGN ELEVATION(S)

FL FLOWLINE
LIGHT STANDARD (EX.)SURVEY NAIL OR MARKER (EX.)REMOVE & REPLACE/INSTALL PCC FACILITIESHMA CONFORM: R&R 6" OR MATCH EX. SIGN POST (EX.)WATER VALVE COVER (EX.)SANITARY SEWER MANHOLE (EX.)ELECTRICAL VAULT (EX.)FIRE HYDRANT (EX.)SIGN POST (RELOCATED)TELECOM VAULT (EX.)

EP EDGE OF PAVEMENT
NOTE:

SEE SHEET 15 FOR CONTROL POINT DATA SUMMARY &
CONSTRUCTION NOTES FOR CURB RAMPS.

NTS
REMOVE & REPLACE 6" HMA
REMOVE 6"PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BERECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 6" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL
PLACE 3" HMA BASE COURSE
& 3" HMA SURFACE COURSE
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B - EQUESTRIANRAMPS.DWG Plot Date: 3/1/2023 3:59 PM

RANCHO PARKWAY

VIA VAQUERO
6'
~4.2' 7' 5' 5' ~6.2'
6'
~6' 5' 5' 7' ~5.2'
2'
2'
(SIDEWALK, CURB, GUTTER & SPANDRELS)INSTALL DETECTABLE WARNING SURFACE LEGEND

SW SIDEWALK

PAVEMENT THICKNESS, WHICHEVER IS GREATER

TC TOP OF CURB

LANDSCAPE RESTORATION

DESIGN ELEVATION(S)

FL FLOWLINE
LIGHT STANDARD (EX.)SURVEY NAIL OR MARKER (EX.)REMOVE & REPLACE/INSTALL PCC FACILITIESHMA CONFORM: R&R 6" OR MATCH EX. SIGN POST (EX.)WATER VALVE COVER (EX.)SANITARY SEWER MANHOLE (EX.)ELECTRICAL VAULT (EX.)FIRE HYDRANT (EX.)INSTALL ROOT BARRIERSIGN POST (RELOCATED)TELECOM VAULT (EX.)

EP EDGE OF PAVEMENT
NOTE:

SEE SHEET 15 FOR CONTROL POINT DATA SUMMARY &CONSTRUCTION NOTES FOR CURB RAMPS.

NTS
REMOVE & REPLACE 6" HMA
REMOVE 6"

PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BERECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 6" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL
PLACE 3" HMA BASE COURSE
& 3" HMA SURFACE COURSE
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B - VAQUERORAMPS.DWG Plot Date: 3/1/2023 3:59 PM

VIA VAQUERO

VIA BANDOLERO
5' 7'

8.6'
15'
~5.8'
~6'
6'
5'
15'
6' ~10.4'
~5.4'
(SOUTH)
EX. CMU WALL
(PROTECT IN PLACE)
EX. SIGN POST
(PROTECT IN PLACE)
(SIDEWALK, CURB, GUTTER & SPANDRELS)INSTALL DETECTABLE WARNING SURFACE LEGEND

SW SIDEWALK

PAVEMENT THICKNESS, WHICHEVER IS GREATER

TC TOP OF CURB

LANDSCAPE RESTORATION

DESIGN ELEVATION(S)

FL FLOWLINE
LIGHT STANDARD (EX.)SURVEY NAIL OR MARKER (EX.)REMOVE & REPLACE/INSTALL PCC FACILITIESHMA CONFORM: R&R 6" OR MATCH EX. SIGN POST (EX.)WATER VALVE COVER (EX.)SANITARY SEWER MANHOLE (EX.)ELECTRICAL VAULT (EX.)FIRE HYDRANT (EX.)INSTALL ROOT BARRIERSIGN POST (RELOCATED)TELECOM VAULT (EX.)

EP EDGE OF PAVEMENT
NOTE:

SEE SHEET 15 FOR CONTROL POINT DATA SUMMARY &CONSTRUCTION NOTES FOR CURB RAMPS.

NTS
REMOVE & REPLACE 6" HMA
REMOVE 6"

PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BERECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 6" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL
PLACE 3" HMA BASE COURSE
& 3" HMA SURFACE COURSE
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B - VAQUERORAMPS.DWG Plot Date: 3/1/2023 3:59 PM

VIA VAQUERO
6'
5' 5'
5' ~6'
~6.8'

5.7'
5' 5' ~6.8'
7'
~4.9'
2'
2'
(SIDEWALK, CURB, GUTTER & SPANDRELS)INSTALL DETECTABLE WARNING SURFACE LEGEND

SW SIDEWALK

PAVEMENT THICKNESS, WHICHEVER IS GREATER

TC TOP OF CURB

LANDSCAPE RESTORATION

DESIGN ELEVATION(S)

FL FLOWLINE
LIGHT STANDARD (EX.)SURVEY NAIL OR MARKER (EX.)REMOVE & REPLACE/INSTALL PCC FACILITIESHMA CONFORM: R&R 6" OR MATCH EX. SIGN POST (EX.)WATER VALVE COVER (EX.)SANITARY SEWER MANHOLE (EX.)ELECTRICAL VAULT (EX.)FIRE HYDRANT (EX.)INSTALL ROOT BARRIERSIGN POST (RELOCATED)TELECOM VAULT (EX.)

EP EDGE OF PAVEMENT
NOTE:

SEE SHEET 15 FOR CONTROL POINT DATA SUMMARY &CONSTRUCTION NOTES FOR CURB RAMPS.

VIA VAQUERO
6'
6'
~3.7' 5' 5'
15'
~5.4'
15'
~5.5'
5'
~7.6' 5'
2'
2'
EX. SIGN POST & LIGHT STANDARD
(PROTECT IN PLACE)
NTS
REMOVE & REPLACE 6" HMA
REMOVE 6"

PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BERECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 6" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL
PLACE 3" HMA BASE COURSE
& 3" HMA SURFACE COURSE
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B - VAQUERORAMPS.DWG Plot Date: 3/1/2023 3:59 PM

AVENIDA DE DIAMANTE

AVENIDA DE DIAMANTE

(SIDEWALK, CURB, GUTTER & SPANDRELS)

INSTALL DETECTABLE WARNING SURFACE
LEGEND

SW SIDEWALK

PAVEMENT THICKNESS, WHICHEVER IS GREATER

TC TOP OF CURB

LANDSCAPE RESTORATION

DESIGN ELEVATION(S)

FL FLOWLINE
LIGHT STANDARD (EX.)SURVEY NAIL OR MARKER (EX.)REMOVE & REPLACE/INSTALL PCC FACILITIESHMA CONFORM: R&R 6" OR MATCH EX. SIGN POST (EX.)WATER VALVE COVER (EX.)SANITARY SEWER MANHOLE (EX.)ELECTRICAL VAULT (EX.)FIRE HYDRANT (EX.)INSTALL ROOT BARRIERSIGN POST (RELOCATED)TELECOM VAULT (EX.)

EP EDGE OF PAVEMENT
NOTE:

SEE SHEET 15 FOR CONTROL POINT DATA SUMMARY &CONSTRUCTION NOTES FOR CURB RAMPS.

VIA VAQUERO

VIA BANDOLERO
6'
6'
~10.8'
15'
5'
15'
5'
~1.8'
~5.6'
5' 5'
~11.4'
(NORTH)
2'
2'
NTS
REMOVE & REPLACE 6" HMA
REMOVE 6"

PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BERECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 6" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING
EX. PAVEMENT, GUTTER

LIP OR SPANDREL
PLACE 3" HMA BASE COURSE
& 3" HMA SURFACE COURSE
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B - VAQUERORAMPS.DWG Plot Date: 3/1/2023 3:59 PM

Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B - STANDARDS AND DETAILS.DWG Plot Date: 3/1/2023 3:59 PM

Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B - STANDARDS AND DETAILS.DWG Plot Date: 3/1/2023 4:00 PM

Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B - STANDARDS AND DETAILS.DWG Plot Date: 3/1/2023 4:00 PM

Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\ARROYO GRANDE, CITY OF\220325\TASK 01\DRAWINGS\REHAB\220325_AREA 3B - STANDARDS AND DETAILS.DWG Plot Date: 3/1/2023 4:00 PM

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office: 3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
ATTACHMENT 4

NTS
REMOVE & REPLACE 4" HMA
REMOVE 4"

PAVEMENT
NOTES:

1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C.

2. HMA MAY BE REPLACED IN A SINGLE 4" LIFT IF REPAIR IS LOCATED UNDER AN OVERLAY.

PLACE 2" HMA BASE COURSE
& 2" HMA SURFACE COURSE
SEE NOTE 1

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING

EX, PAVEMENT, GUTTER

LIP OR SPANDREL
Pavement Engineering Inc.

You can ride on our reputation
Corporate Office: 3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265

SOUTH COURTLAND STREET

EAST GRAND AVENUE

STRAWBERRY AVENUE

BLACKBERRY AVENUE
REMOVE & REPLACE 4" HMA
(~21'X23', TYP.)
(~24'X17')
(~6'X34')
(~6'X6')
(~6'X10')
(~6'X18')
(~8'X20')
(~6'X25')
(~6'X9')
(~6'X23')
(~6'X15')
(~6'X9')
R
R
R
R
R
PROTECT EX. PCC

PAVEMENT IN PLACE

L CRANBERRY STREET
(~6'X48')
LEGEND

R PRUNE & REMOVE TREE ROOTS
MATCHLINE - SEE SHEET 4
REMOVE & REPLACE 4" HMA

CRACK SEAL & SLURRY SEAL (TYPE II)
L

LOWER UTILITY PRIOR TO COLD PLANE

WATER VALVE
Pavement Engineering Inc.

You can ride on our reputation
Corporate Office: 3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 BOYSENBERRY STREET

LOGANBERRY AVENUE

HUCKLEBERRY AVENUE

SEABRIGHT AVENUE

BLUEBERRY AVENUE

ASH STREET

CEDAR STREET

RASPBERRY AVENUE
REMOVE & REPLACE 4" HMA
(~6'X16', TYP.)
(~6'X11')
(~6'X13')
(~6'X12')
(~8'X30')
(~10'X10')
R
R
R
R
R
(~17')
(~8')
(~8')
(~8')
(~17', TYP.)

SOUTH COURTLAND STREET
PROTECT EX. PCC

PAVEMENT IN PLACE
PROTECT EX. PCC

PAVEMENT IN PLACE
PROTECT EX. PCC

PAVEMENT IN PLACE
PROTECT EX. PCC

PAVEMENT IN PLACE
(~12'X6') R
R
(~6'X12')
(~6'X20') CRANBERRY STREET BOYSENBERRY STREET SOUTH OAK BLVD LEGEND MATCHLINE - SEE SHEET 5 MATCHLINE A - SEE BELOW
MATCHLINE - SEE SHEET 3

COLD PLANE LIP OF PAVEMENT FLUSH W/ PCC EDGE MATCHLINE A - SEE ABOVE

R PRUNE & REMOVE TREE ROOTS
REMOVE & REPLACE 4" HMA

CRACK SEAL & SLURRY SEAL (TYPE II)
Pavement Engineering Inc.

You can ride on our reputation
Corporate Office: 3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
(~6'X8')
CP
CP
CP
CP
CP
CP

(~6'X15')

CEDAR STREET SPRUCE STREET ASPEN STREET SPRUCE STREET ASPEN STREET SAGE STREET (~42'X6')
(~40'X6') (~8'X15') (~6'X33')
(~6'X15') (~6'X27')
LEGEND
REMOVE & REPLACE 4" HMA

CRACK SEAL & SLURRY SEAL (TYPE II)
Pavement Engineering Inc.

You can ride on our reputation
Corporate Office: 3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 MATCHLINE B - SEE SHEET 4

STONECREST DRIVE EL CAMINO REAL ROBLES ROAD HILLCREST DRIVE EL CAMINO REAL

OAK PARK BLVD EL CAMINO REAL

MATCHLINE A - SEE BELOW LEFT

MATCHLINE B - SEE BELOW LEFT

MATCHLINE A - SEE ABOVE RIGHT MATCHLINE B - SEE ABOVE RIGHT MATCHLINE C - SEE SHEET 7
REMOVE & REPLACE 4" HMA
(~12'X21', TYP.)
(~6'X10)
(~6'X28')
(~6'X6')
(~12'X7')
(~6'X49')
(~6'X6')
(~6'X17')
(~6'X36')
(~6'X28')
(~6'X50')
LEGEND
REMOVE & REPLACE 4" HMA

CRACK SEAL & SLURRY SEAL (TYPE II)
Pavement Engineering Inc.

You can ride on our reputation
Corporate Office: 3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
(~6'X36')
(~6'X37')

CORNWALL AVENUE

EAST GRAND AVENUE EL CAMINO REAL BRISCO ROAD EL CAMINO REAL FAEH AVENUE EL CAMINO REAL

N HALCYON ROAD BENNETT AVENUE

CORNWALL AVENUE

MATCHLINE D - SEE BELOW LEFT MATCHLINE E - SEE BELOW LEFT

MATCHLINE E - SEE ABOVE RIGHT

MATCHLINE F - SEE BELOW

MATCHLINE F - SEE ABOVE
REMOVE & REPLACE 4" HMA
(~6'X10', TYP.)
(~6'X20')
(~6'X6')
(~6'X30') (~6'X16')
(~12'X178') (~8'X25')
(~12'X50')
(~6'X60')
(~6'X110')
(~6'X152')
(~6'X100')
(~6'X56')
(~6'X14') (~6'X20')
(~12'X85')
(~8'X48')
(~6'X56')
(~12'X22')
(~6'X38')
(~6'X200')

MATCHLINE D - SEE ABOVE RIGHT
MATCHLINE C - SEE SHEET 6
LEGEND
REMOVE & REPLACE 4" HMA

CRACK SEAL & SLURRY SEAL (TYPE II)
Pavement Engineering Inc.

You can ride on our reputation
Corporate Office: 3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 L LOWER UTILITY PRIOR TO COLD PLANE

WATER VALVE

R PRUNE & REMOVE TREE ROOTS
R
(~6'X30')
(~6'X116')
(~6'X9')
(~6'X10')
(~6'X27')
(~6'X46')
(~6'X24')
(~6'X30')
(~6'X30')
(~8'X20')
(~6'X30')
(~8'X46')
(~6'X30')
(~12'X85')
(~8'X25')
(~10'X20')
(~6'X16')
(~6'X35')
(~6'X13')
(~6'X10')
(~6'X100')
L

LOOP DETECTOR COVER
L

PROTECT EXISTING FACILITIES

DURING CONSTRUCTION
REMOVE AND REPLACE (2)
TYPE C LOOP DETECTORS (60')
REMOVE AND REPLACE (2)
TYPE C LOOP DETECTORS (60')
REMOVE AND REPLACE (4)
TYPE C LOOP DETECTORS (60')
(~6'X6') EL CAMINO REAL

LOS CIERVOS COURT

PUESTA DEL SOL

VISTA DRIVE

CASTILLO COURT

LA CANADA

PARAISO COURT
ASILO
(~13'X47')
LOS CIERVOS COURT (~14'X14')
(~6'X14')
REMOVE & REPLACE 4" HMA
(~15'X20', TYP.)
(~6'X60')
ASILO

LA CANADA

LA CANADA
(~8'X25')
PROTECT EX. PCC

PAVEMENT IN PLACE
LEGEND
REMOVE & REPLACE 4" HMA

CRACK SEAL & SLURRY SEAL (TYPE II)
Pavement Engineering Inc.

You can ride on our reputation
Corporate Office: 3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265

SOMBRILLO

ROSEMARY LANE SALIDA DEL SOL

JAMES WAY
LEGEND
PROTECT EX. PCC

PAVEMENT IN PLACE

CRACK SEAL & SLURRY SEAL (TYPE II)
Pavement Engineering Inc.

You can ride on our reputation
Corporate Office: 3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265

JAMES WAY VILLAGE GLEN DRIVE

QUAIL RIDGE COURT HIDDEN OAK ROAD

JAMES WAY

L LOWER UTILITY PRIOR TO COLD PLANE

WATER VALVE
REMOVE & REPLACE 4" HMA
(~6'X6', TYP.)
R
L
(~6'X6')
LEGEND
REMOVE & REPLACE 4" HMA

CRACK SEAL & SLURRY SEAL (TYPE II)

R PRUNE & REMOVE TREE ROOTS
Pavement Engineering Inc.

You can ride on our reputation
Corporate Office: 3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265

RIDGEVIEW WAY
REMOVE & REPLACE 4" HMA
(~8'X18', TYP.)

TALLY HO ROAD

WHITE COURT
(~10'X40')
(~6'X20')
(~12'X44')
(~15'X30')
R
R
LEGEND

R PRUNE & REMOVE TREE ROOTS
REMOVE & REPLACE 4" HMA

CRACK SEAL & SLURRY SEAL (TYPE II)
L

LOWER UTILITY PRIOR TO COLD PLANE

SANITARY SEWER MANHOLE SS
SS
L
Pavement Engineering Inc.

You can ride on our reputation
Corporate Office: 3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
(~6'X10')
(~6'X100')

PEARWOOD AVENUE

HUASNA ROAD
REMOVE & REPLACE 4" HMA
(~6'X13', TYP.)
R
LEGEND

R PRUNE & REMOVE TREE ROOTS
REMOVE & REPLACE 4" HMA

CRACK SEAL & SLURRY SEAL (TYPE II)
(~46'X13')
Pavement Engineering Inc.

You can ride on our reputation
Corporate Office: 3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265

PRIVATE ROAD

GREENWOOD DRIVE

TANNER LANE

COACH ROAD

BRANCH MILL ROAD

FLORA ROAD
REMOVE & REPLACE 4" HMA
(~6'X6')
R
LEGEND

R PRUNE & REMOVE TREE ROOTS
REMOVE & REPLACE 4" HMA

CRACK SEAL & SLURRY SEAL (TYPE II)
Pavement Engineering Inc.

You can ride on our reputation
Corporate Office: 3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265

LEISURE DRIVE

MEADOW WAY

EQUESTRIAN WAY

JAMES WAY
(~6'X18')
(~6'X23')
(~12'X30')
(~6'X6')
(~6'X35')
(~10'X6')
(~6'X56')
(~6'X75')
(~6'X70')
(~6'X35')
(~6'X122')
(~6'X15')
(~13'X6')
(~6'X100')
(~6'X70')
(~10'X17')
(~6'X26')
(~6'X15')
R

OAK PARK BOULEVARD
LEGEND

R PRUNE & REMOVE TREE ROOTS
REMOVE & REPLACE 4" HMA

CRACK SEAL & SLURRY SEAL (TYPE II)
R
Pavement Engineering Inc.

You can ride on our reputation
Corporate Office: 3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 L LOWER UTILITY PRIOR TO COLD PLANE

LOOP DETECTOR COVER
REMOVE & REPLACE 4" HMA
(~24'X6', TYP.)
L
(~10'X20')
(~12'X6')
(~6'X15')
REMOVE & REPLACE (2)
TYPE C LOOP DETECTORS (60')
(~12'X6')

EL CAMINO REAL

BRANCH STREET EAST GRAND AVENUE
REMOVE & REPLACE 4" HMA
(~6'X141', TYP.)
(~6'X185')
(~12'X12') US 101 SOUTHBOUND OFF-RAMP US 101 SOUTHBOUND ON-RAMP US 101 NORTHBOUND US 101 ON-RAMP NORTHBOUND OFF-RAMP US 101
(~6'X30')
(~6'X30')
(~12'X152')
(~6'X72')
(~6'X24')
(~6'X20')
(~6'X10')

BRANCH STREET WESLEY AVENUE

NEVADA STREET BRIDGE STREET

TRAFFIC WAY
(~10'X40')
(~6'X15')
(~6'X100')
(~6'X87')
(~6'X6')
(~6'X10')

WEST BRANCH STREET

EAST BRANCH STREET
N. MASON STREET

SHORT STREET

SOUTH MASON STREET

EAST BRANCH STREET

MATCHLINE A - SEE ABOVE RIGHT

MATCHLINE B - SEE ABOVE RIGHT

MATCHLINE A - SEE BELOW LEFT
(~6'X21')
LEGEND

MATCHLINE B - SEE BELOW LEFT
REMOVE & REPLACE 4" HMA

CRACK SEAL & SLURRY SEAL (TYPE II)
L

LOWER UTILITY PRIOR TO COLD PLANE
L

LOOP DETECTOR COVER
Pavement Engineering Inc.

You can ride on our reputation
Corporate Office: 3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265

PROTECT IN PLACE EXISTING

IN-ROAD CROSSWALK LIGHTS
REMOVE AND REPLACE (2)
TYPE C LOOP DETECTOR (40')
REMOVE AND REPLACE (2)

TYPE A LOOP DETECTOR

RIGHT OF WAY

PROTECT IN PLACE

EXISTING IN-ROAD

CROSSWALK LIGHTS

FAIR OAKS AVENUE

WEST CHERRY AVENUE

ORCHARD STREET
REMOVE & REPLACE 4" HMA
(~6'X30', TYP.)
MATCHLINE - SEE SHEET 17
(~6'X30')
(~15'X16')
LEGEND
REMOVE & REPLACE 4" HMA

CRACK SEAL & SLURRY SEAL (TYPE II)

PILGRIM WAY

CALIFORNIA STREET

ARROYO AVENUE
Pavement Engineering Inc.

You can ride on our reputation
Corporate Office: 3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265
(~13'X6')

CASTILLO DEL MAR
MATCHLINE - SEE SHEET 16

SOUTH VIA AVANTE COURT

SOUTH VIA FIRENZE COURT

NORTH VIA FIRENZE COURT

SOUTH VIA BELMONTE COURT

NORTH VIA BELMONTE COURT

DEL SUR

DEL MAR PLACE
LEGEND

CRACK SEAL & SLURRY SEAL (TYPE II)
PROTECT EX. PCC

PAVEMENT IN PLACE
Pavement Engineering Inc.

You can ride on our reputation
Corporate Office: 3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265

CITY OF ARROYO GRANDE

PAVEMENT REHABILITATION PROJECT

ENGINEER'S ESTIMATE - PROJECT ESTIMATE SUMMARY SHEET
ITEM
NO. ITEM DESCRIPTION PAYMENT REFERENCE U/M APPROX. QTY UNIT PRICE EXTENDED TOTAL 1 Mobilization, Bonds & Insurance LS 1 $133,271.99 $133,271.99 2 Notification of Residents, Businesses & Agencies LS 1 $5,611.45 $5,611.45 3 Traffic Control LS 1 $126,257.67 $126,257.67
4 Storm Water Pollution Control Program LS 1 $21,042.95 $21,042.95 5 Crack Fill & Slurry Seal (Type II) TN 1,975 $450.00 $888,750.00 6 Remove & Replace 4" HMA SF 46,036 $5.00 $230,180.00
7 6" Deep Lift Stabilization (Allowance) SF 4,604 $8.00 $36,832.00 8 Cold Plane Lip Fush with PCC Edge LF 58 $4.00 $232.00 9 Prune & Remove Tree Roots Under Repairs SF 2,321 $8.00 $18,568.00 10 Remove & Replace Type A Loop Detector EA 2 $1,500.00 $3,000.00 11 Remove & Replace Type C Loop Detector 40' EA 2 $2,000.00 $4,000.00 12 Remove & Replace Type C Loop Detector 60' EA 12 $2,500.00 $30,000.00 13 Lower & Adjust Water Valve EA 8 $1,000.00 $8,000.00
14 Lower & Adjust Loop Detector Cover EA 6 $1,000.00 $6,000.00 15 Lower & Adjust Manhole Cover EA 1 $1,000.00 $1,000.00 16 Install Blue RPM's @ Fire Hydrant EA 145 $25.00 $3,625.00 17 12" White Crosswalk / Limit Line (Thermo) LF 2,975 $4.00 $11,900.00 18 12" Yellow Crosswalk / Limit Line (Thermo) LF 408 $4.00 $1,632.00 19 4" White Line (Thermo) LF 2,266 $4.00 $9,064.00
20 4" Blue Line (Thermo) LF 360 $5.00 $1,800.00
21 24" White Crosswalk / Limit Line (Thermo) LF 690 $8.00 $5,520.00 22 24" Yellow Crosswalk / Limit Line (Thermo) LF 260 $8.00 $2,080.00 23 Striping Detail # 9 (Thermo & Markers) LF 2,514 $2.00 $5,028.00 24 Striping Detail # 22 (Thermo & Markers) LF 10,083 $2.00 $20,166.00 25 Striping Detail # 29 (Thermo & Markers) LF 140 $2.00 $280.00 26 Striping Detail # 32 (Thermo & Markers) LF 3,736 $2.00 $7,472.00 27 Striping Detail # 38 (Thermo & Markers) LF 1,731 $2.00 $3,462.00 28 Striping Detail # 38A (Thermo & Markers) LF 1,072 $2.00 $2,144.00 29 Striping Detail # 39 (Thermo) LF 18,428 $2.00 $36,856.00 30 Striping Detail # 39A (Thermo) LF 1,960 $2.00 $3,920.00 31 Striping Detail # 40 (Thermo) LF 70 $2.00 $140.00
32 Striping Detail # 41 (Thermo) LF 56 $2.00 $112.00
33 Install "Bike Person & Arrow" Legend (Thermo) EA 28 $200.00 $5,600.00 34 Install Shared Road Bicycle Marking (Thermo) EA 5 $150.00 $750.00 35 Install "40" Legend (Thermo) EA 4 $75.00 $300.00
36 Install "35" Legend (Thermo) EA 2 $75.00 $150.00
37 Install "30" Legend (Thermo) EA 2 $75.00 $150.00
38 Install "25" Legend (Thermo) EA 9 $75.00 $675.00
39 Install Arrow Type I (L/R) (Thermo) EA 8 $100.00 $800.00 40 Install Arrow Type IV (L/R) (Thermo) EA 43 $100.00 $4,300.00 41 Install Arrow Type VII (L/R) (Thermo) EA 6 $100.00 $600.00 42 Install Accessible Parking Symbol (Thermo) EA 5 $200.00 $1,000.00 43 Install "NO PARKING" Legend (Thermo) EA 3 $100.00 $300.00 42 Install "STOP" Legend (Thermo) EA 64 $200.00 $12,800.00 43 Install "SIGNAL" Legend (Thermo) EA 1 $200.00 $200.00 44 Install "AHEAD" Legend (Thermo) EA 1 $200.00 $200.00 45 Install "WEST" Legend (Thermo) EA 1 $200.00 $200.00
ATTACHMENT 5

CITY OF ARROYO GRANDE

PAVEMENT REHABILITATION PROJECT

ENGINEER'S ESTIMATE - PROJECT ESTIMATE SUMMARY SHEET
ITEM
NO. ITEM DESCRIPTION PAYMENT REFERENCE U/M APPROX. QTY UNIT PRICE EXTENDED TOTAL 46 Install "BRANCH" Legend (Thermo) EA 1 $300.00 $300.00 47 Install "NB" Legend (Thermo) EA 1 $150.00 $150.00
48 Install "US" Legend (Thermo) EA 1 $150.00 $150.00
49 Install "101" Legend (Thermo) EA 1 $150.00 $150.00
50 Install "NO" Legend (Thermo) EA 2 $150.00 $300.00
51 Install "RIGHT" Legend (Thermo) EA 2 $200.00 $400.00 52 Install "TURN" Legend (Thermo) EA 2 $200.00 $400.00
53 Install "KEEP" Legend (Thermo) EA 4 $200.00 $800.00
54 Install "CLEAR" Legend (Thermo) EA 4 $200.00 $800.00 55 Install "SCHOOL" Legend (Thermo) EA 1 $300.00 $300.00 56 Repaint Red Curb Paint LF 9,409 $3.00 $28,227.00
57 Repaint Green Curb Paint LF 239 $3.00 $717.00
58 Repaint Yellow Curb Paint LF 127 $3.00 $381.00
Estimated Construction Cost: $1,689,047.05

Notice of Exemption Appendix E
To: Office of Planning and Research From: City of Arroyo Grande P. O. Box 3044, Room 113 300 East Branch Street
Sacramento, CA 95812-3044 Arroyo Grande, CA 93420
(805) 473-5400
County Clerk
County of: San Luis Obispo
1055 Monterey Street
San Luis Obispo, CA 93408
Project Title and Number:

Project Applicant:

Name ĚĚƌĞƐƐ
Wroject Location – Specific:

Project Location – City: Arroyo Grande Project Location – County: San Luis Obispo Name of Public Agency Approving Project:

Name of Person or Agency Carrying Out Project:

Exempt Status:

Ministerial (Sec. 21080(b)(1); 15268);
Declared Emergency (Sec. 21080(b)(3); 15269(a));
Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
Categorical Exemption, State type and section number:

Statutory Exemptions. State code number:

Reasons why project is exempt:

Lead Agency
Contact Person: Area Code/Telephone/Extension:

Email:

If filed by applicant:

1. Attach certified document of exemption finding.

2. Has a Notice of Exemption been filed by the public agency approving the project? Yes No Signature: Date: Title:

Signed by Lead Agency Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code. Date Received for filing at OPR:

Reference: Sections 21108, 21152, and 21152.1, Public Resources Code. ĞƐĐƌŝƉƚŝŽŶŽĨEĂƚƵƌĞ͕WƵƌƉŽƐĞĂŶĚĞŶĞĨŝĐŝĂƌŝĞƐŽĨWƌŽũĞĐƚ͗

ŵĂŝů͗ WŚŽŶĞ͗
ĚĚƌĞƐƐ͗
2022 Street Repairs, PW 2022-05
Steve Kahn, City Engineer 300 East Branch Street, Arroyo Grande, CA 93420 [email protected] (805) 473-5441
Roads in Arroyo Grande
1) Remove and replace Hot Mix Asphalt (HMA) pavement, striping, traffic control, and related items of work. 2) Slurry Seal
3) Dig Outs
City of Arroyo Grande
Patrick
✔ 15301(c)
Section 15301(c) of the CEQA guidelines indicates that repair and maintenance of existing public streets, sidewalks, gutters, and similar facilities are exempt from CEQA review.

Andrew Perez, Associate Planner (805) 473-5425
[email protected]
300 East Branch Street, Arroyo Grande, CA 93420
✔
04/11/2023
✔
ATTACHMENT 6