2024-04-16; City Council; 06; Approval of Plans, Specifications and Contract Documents and Authorization to Advertise for Bids for the El Camino Real Widening from Sunny Creek Road to Jackspar Drive P — Carlsbad City Council, April 16, 2024 (part 1 of 4)

CA Review GH
Meeting Date: April 16, 2024
To: Mayor and City Council
From: Scott Chadwick, City Manager
Staff Contact: Brandon Miles, Associate Engineer
[email protected], 442-339-2745
Hossein Ajideh, Engineering Manager
[email protected], 442-339-2756
Subject: Approval of Plans, Specifications and Contract Documents and Authorization to Advertise for Bids for the El Camino Real Widening from Sunny Creek Road to Jackspar Drive Project and Acceptance of Grant Deeds and Temporary Construction Easements for the Project District: 2
Recommended Action
Adopt a resolution approving the plans, specifications and contract documents and authorizing the City Clerk to advertise for bids for the El Camino Real Widening from Sunny Creek Road to Jackspar Drive Project and accepting the grant deeds and the temporary construction easements with the owners of Assessor Parcel Nos. 209-060-48, 209-060-58 and 209-090-11 for the project.

Executive Summary
Capital Improvement Program, or CIP, Project No. 6094, will widen northbound El Camino Real from Sunny Creek Road to Jackspar Drive to add a third vehicular lane, as shown in Exhibit 2, to meet the city’s design standards and the standards in the city’s General Plan and Growth Management Plan. In addition to providing an additional northbound vehicular lane, the project will provide new sidewalks, new streetlights and enhanced buffered bike lanes.

The city needs to acquire property for the needed right-of-way from property owners along this segment to widen the roadway and to obtain temporary access to some of the property through temporary construction easements.

On Nov. 15, 2022, the City Council adopted Resolution No. 2022-260, authorizing the Project Manager, Brandon Miles; Real Estate Manager, Curtis Jackson; and consultant Dokken Engineering to negotiate with the owners of Assessor Parcel Nos., or APN, 209-060-48, 209- 060-58 and 209-090-11, or their agents, for acquisition of real property and temporary construction easements for the widening of El Camino Real from Sunny Creek Road to Jackspar Drive at the estimated fair market value of $127,000.

April 16, 2024
Item #6 Page 1 of 116
Under California Government Code Section 37350, the city has the power to purchase real property for the common benefit. Staff negotiated with the property owners to acquire the necessary rights-of-way and easements for the road widening. The City Council’s approval is required because, under Government Code Section 27281, deeds or grants that convey an interest in real property to a government agency may not be accepted for being recorded without the consent of the City Council.

Staff recommend that the City Council approve the plans, specifications and contract documents and authorize the City Clerk to advertise for construction bids for the project and accept the two grant deeds and three temporary construction easements with the owners of the three properties, APN 209-060-48, 209-060-58 and 209-090-11.

Explanation & Analysis
In keeping with the Mobility Element of the General Plan and the Growth Management Plan, it is necessary to widen northbound El Camino Real for approximately 2,300 feet from Sunny Creek Road to Jackspar Drive to add a third northbound vehicular lane through a combination of roadway widening and pavement restriping and to improve bicycle lanes, curbs, gutters and sidewalks where they are currently missing.

While the project predates the city’s declaration of a local state of emergency in 2022, the work supports the city’s efforts to improve traffic safety while improving circulation and mobility for people using all forms of transportation by constructing:
• A new sidewalk consistent with the Americans with Disabilities Act, or ADA • A buffered bike lane
• Two new curb ramps at Sunny Creek Road
• Four upgraded curb ramps at the intersection of Jackspar Drive and El Camino Real As stated above, the City Council authorized staff and a city consultant to negotiate with the owners of the real properties, APN 209-060-48, 209-060-58 and 209-090-11, for the acquisition of property for the right-of-way and the temporary construction easements in November 2022.

Staff have now completed the negotiations and the property owners have accepted the fair market value offer for the real property interests.

To facilitate construction, the city needs to acquire property for the additional right-of-way from the property owners along this segment of El Camino Real to widen the roadway and to obtain temporary access to some of the property during construction. Staff negotiated with the property owners to acquire the property necessary for the right-of-way and the temporary construction easements for the road widening.

On Aug. 23, 2022, Curtis-Rosenthal Inc. prepared an original appraisal report with zoning of R-1 and a fair market value for APN 209-060-48 at $54,000. The appraisal was revised, dated March 7, 2023, to a value of approximately $123,800 based on the subsequent appraisal’s determination that the property could potentially develop with multi-family housing. All other appraisals were verified by the appraisal services to be correct and totaled over $73,000.

The agreed-upon fair market value for the two grant deeds and the three temporary construction easements is approximately $197,000, which will be paid to the property owners of APN 209-060-48, 209-060-58 and 209-090-11.

April 16, 2024
Item #6

Page 2 of 116 ends

Staff have presented this project to the Traffic Safety & Mobility Commission, formerly known as the Traffic & Mobility Commission, the Planning Commission and the City Council, as outlined below:

Sept. 7, 2021 – Th e Traffic & Mobility Commission voted to support staff’s recommendation to approve the plans and specifications for the project. The approved minutes of the meeting are included as Exhibit 3.

Oct. 3, 2022 – The Traffic & Mobility Commission voted to support staff’s recommendation to approve the plans and specifications including the exceptions noted for the project for green paint in the conflict areas. The approved minutes of the meeting are included as Exhibit 4.

Nov. 15, 2022 – The City Council authorized Project Manager, Brandon Miles; Real Estate Manager, Curtis Jackson; and consultant Dokken Engineering to negotiate with the owners of APNs 209-060-48, 209-060-58 and 209-090-11, or their agents, for acquisition of real property and temporary construction easements for the widening of El Camino Real from Sunny Creek Road to Jackspar Drive.

May 3, 2023 – The Pla nning Commission recommended the City Council approve a Coastal Development Permit, Hillside Development Permit, Special Use Permit - Floodplain, Special Use Permit - El Camino Real Corridor Development Standards and Waiver of General Plan Open Space Policy 4-P.6 for the Widening of El Camino Real Between Sunny Creek Road and Jackspar Drive, as CDP2021-0044, HDP2022-0008, SUP2022-0002 and SUP2021-0002, respectively. The approved minutes of the meeting are included as Exhibit 5.

Sept. 26, 2023 – The Ci ty Council held a Public Hearing to Approve a Coastal Development Permit, Hillside Development Permit, Special Use Permit - Floodplain, Special Use Permit - El Camino Real Corridor Development Standards and Waiver of General Plan Open Space Policy 4-P.6 for the Widening of El Camino Real Between Sunny Creek Road and Jackspar Drive, CDP2021-0044, HDP2022-0008, SUP2022-0002 and SUP2021-0002. The adopted Resolution No. 2023-245 is included as Exhibit 6.

Nov. 6, 2023 - The Traff ic Safety & Mobility Commission voted to support staff’s recommendation to approve the plans and specifications for the project. The approved minutes of the meeting are included as Exhibit 7.

Fisca
l Analysis
The property owners have accepted the fair market value offer for the easements and real property interests. The fair market value of the two grant deeds and the three temporary construction easements is approximately $197,000.

Sufficient funding has been appropriated from TransNet funds, the county sales tax that funds transportation projects. Fiscal impacts and estimated costs for acquisition of the property interests and to complete the project are shown in the following table:

April 16, 2024
Item #6 Page 3 of 116
Envi
ronmental Evalu ation
In accordance with the California Environmental Quality Act Guidelines, the City Planner determined on Oct. 19, 2022, that the road widening project qualified for an exemption under CEQA Guidelines Section 15303(d) - New Construction or Conversion of Small Structures. A notice of intended decision regarding the environmental determination for this project was advertised and posted on the city’s website. No comment letters or appeals were received and, consistent with Carlsbad Municipal Code Chapter 21.54 - Procedures, Hearings, Notices, and Fees, the City Planner’s written decision is final.

Next Steps
Upon the City Council’s approval, the grant deeds will be recorded by the County of San Diego, and funds will be released to the property owners.

With the City Council’s approval, the City Clerk will advertise a request for bids to construct the project improvements. Staff will evaluate the bids received and identify the lowest responsive and responsible bidder. Staff will then return to the City Council with a recommendation to award a construction contract to the identified bidder, which is expected to be in mid-2024.

The construction contract for the project provides for 18 months to complete the project improvements. Construction is expected to begin in late 2024 and be completed by late 2025.

El Camino Real Widening from Sunny Creek Road to Jackspar Drive Capital Improvement Program Project No. 6094
Total appropriated TransNet funds to date $5,010,000
Total expenditures and encumbrances to date -$626,083
Total available funding $4,383,917
Additional project costs
Grant deed – APN 209-060-48 -$62,280
Temporary construction easement – APN 209-060-48 -$61,488 Grant deed – APN 209-060-58 -$19,625
Temporary construction easement – APN 209-060-58 -$1,710 Temporary construction easement – APN 209-090-11 -$51,735 Total acquisition costs -$196,838
Total acquisition costs (rounded) -$197,000
Construction contract (engineer’s estimate) -$3,008,063 Construction contingency (estimated) -$650,000
Construction management, inspection, material testing and support services (estimated) -$350,000
Total estimated construction costs -$4,008,063
Total estimated project costs (acquisition and construction costs) -$4,205,063 Remaining balance $178,854
Additional appropriation needed $0
April 16, 2024
Item #6 Page 4 of 116
Exhibits

1. City Council resolution

2. Location map

3. Traffic and Mobility Commission meeting approved minutes dated Sept. 7, 2021

4. Traffic and Mobility Commission meeting approved minutes dated Oct. 3, 2022

5. Planning Commission approved minutes dated May 3, 2023

6. City Council Resolution No. 2023-245

7. Traffic Safety and Mobility Commission meeting approved minutes dated Nov. 6, 2023

8. Plans, specifications, and contract documents (on file in the Offic e of the City Clerk) April 16, 2024
Item #6 Page 5 of 116
RECORDING REQUESTED BY:

Carlsbad City Clerk's Office
WHEN RECORDED MAIL TO:

City Clerk
City of Carlsbad
1200 Carlsbad Village Drive
Carlsbad, CA 92008
DOC# 2024-0143545
111111111111 lllll 111111111111111 IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII Jun 07, 2024 09:42 AM

OFFICIAL RECORDS
JORDAN Z. MARKS,

SAN DIEGO COUNTY RECORDER
FEES: $0.00 (SB2 Atkins: $0.00)
PAGES: 63

SPACE ABOVE THIS LINE FOR RECORDER'S USE
City of Carlsbad
RESOLUTION NO. 2024-075

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,

CALIFORNIA, APPROVING THE PLANS, SPECIFICATIONS AND CONTRACT

DOCUMENTS AND AUTHORIZING THE CITY CLERK TO ADVERTISE FOR

BIDS FOR THE EL CAMINO REAL WIDENING FROM SUNNY CREEK ROAD

TO JACKSPAR DRIVE PROJECT AND ACCEPTING THE GRANT DEEDS AND

THE TEMPORARY CONSTRUCTION EASEMENTS WITH THE OWNERS OF ASSESSOR PARCEL NOS. 209-060-48, 209-060-58 AND 209-090-11 FOR

THE PROJECT
April 16, 2024 Item #6 Page 6 of 116
Exhibit 1
RESOLUTION NO. 2024-075

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,

CALIFORNIA, APPROVING THE PLANS, SPECIFICATIONS AND CONTRACT

DOCUMENTS AND AUTHORIZING THE CITY CLERK TO ADVERTISE FOR BIDS

FOR THE EL CAMINO REAL WIDENING FROM SUNNY CREEK ROAD TO

JACKSPAR DRIVE PROJECT AND ACCEPTING THE GRANT DEEDS AND THE

TEMPORARY CONSTRUCTION EASEMENTS WITH THE OWNERS OF
ASSESSOR PARCEL NOS. 209-060-48, 209-060-58 AND 209-090-11 FOR THE

PROJECT
WHEREAS, the City Council of the City of Carlsbad, California has determined it necessary, desirable and in the public interest to widen El Camino Real from Sunny Creek Road to Jackspar Drive, Capital Improvement Program, or CIP, Project No. 6094, or Project; and WHEREAS, pursuant to Government Code Section 37350, the city has the power to purchase real property for the com moo. benefit; and
WHEREAS, in keeping with the city's General Plan Mobility Element and Growth Management Plan, the Project will widen the northbound segment of El Camino Real from Sunny Creek Road to Jackspar Drive and restripe the northbound segment to add a third vehicular through lane; and WHEREAS, on Nov.15, 2022, the City Council adopted Resolution No. 2022-260, authorizing the Project Manager, Brandon Miles; Real Estate Manager, Curtis Jackson; and consultant Dokken Engineering to negotiate with the property owners of Assessor Parcel Nos., or APN, 209-060-48, 209- 060-58 and 209-090-11, or their agents, for acquisition of real property and a temporary construction easement for the widening of El Camino Real from Sunny Creek Road to Jackspar Drive; and WHEREAS, the city and the property owners have agreed to a fair market value for the sale of land to the city via two grant deeds in fee simple and a temporary construction easement for all three
APN's, 209-060-48, 209-060-58 and 209-090-11, consistent with the appraisals, in the amount of approximately $197,000; and
WHEREAS, sufficient funding from TransNet funds is available in the Project account to cover the fair market value and fees; and
WHEREAS, the property owner of APN 209-060-58 requested an Agreement of Purchase and Sale to be executed along with the Grant Deed and Temporary Construction Easement; and April 16, 2024 Item #6 Page 7 of 116
WHEREAS, staff recommend that the City Council accept the two grant deeds and the three temporary construction easements with the property owners of APN 209-060-48, 209-060-58 and 209-090-11 for the Project; and
WHEREAS, pursuant to Government Code Section 27281 deeds or grants that convey an interest in real property to a government agency may not be accepted for recordation without the consent of the
City Council; and
WHEREAS, the City Council of the City of Carlsbad, California, has determined it to be in the public interest to make these property acquisitions and dedicate a portion of El Camino Real for street and public utility purposes; and
WHEREAS, the plans, specifications, and contract documents for the Project have been prepared, are on file at the City Clerk's office and are incorporated herein by reference; and WHEREAS, Carlsbad Municipal Code Section 3.28.080(E) requires the City Council to approve plans and specifications for all construction projects that are to be formally bid upon when the value exceeds $200,000; and
WHEREAS, the cost_ of the Project is estimated to be $3,008,063, which does not include a construction contingency or construction management and inspection costs; and WHEREAS, sufficient funding from TransNet local funds is available in the Project account to complete the Project; and
WHEREAS, in accordance with the California Environmental Quality Act, or CEQA, and the CEQA Guidelines, on Oct. 19, 2022, the City Planner determined that the road widening project qualified for an exemption pursuant to CEQA Guidelines Section 15303(d) - New Construction or Conversion of Small Structures. A notice of intended decision regarding the environmental determination for this project was advertised and posted on the city's website. No comment letters or appeals were received and, consistent with Carlsbad Municipal Code Chapter 21.54- Procedures, Hearings, Notices, and Fees, the City Planner's written decision is final.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as follows:

1. That the above recitations are true and correct.

April 16, 2024 Item #6 Page 8 of 116

2. That the Grant Deed and the Temporary Construction Easement with the property owners of APN 209-060-48 for the Project, attached hereto as Attachment A, are accepted, and approved.

3. That the Grant Deed and the Temporary Construction Easement with the property owners of APN 209-060-58 for the Project, attached as Attachment B, are accepted and approved, and the Agreement of Purchase and Sale attached hereto as Attachment Di s approved.

4. That the Temporary Construction Easement with the property owners of APN 209-090- 11 for the Project, attached
hereto as Attachment C, is accepted and approved ..

5. That the property owners hereby dedicate the following described real property for public street purposes: 1,557 square feet of APN 209-060-48 and 844 square feet of APN 209-060-58.

6. That the City Clerk of the City of Carlsbad is hereby authorized and directed to forward a certified copy of this Resolution for recording to the County of San Diego Recorder's Office.

7. That the plans, specifications and contract documents for El Camino Real Widening from Sunny Creek Road to Jackspar Drive, CIP Project No: 6094, are hereby approved.. -·

8. That the City Clerk is authorized and directed to publish in accordance with stgte law, a Notice to Contractors Inviting Bids for construction of the El Camino Real Widerring from Sunny Creek Road to Jackspar Drive, CIP Project No. 6094, in accordance with the plans, specifications and contract documents referred to herein.

April 16, 2024 Item #6 Page 9 of 116
PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the 16th day of April, 2024, by the following vote, to wit:

AYES:

NAYS:

ABSTAIN:

ABSENT:

BLACKBURN, BHAT-PATEL, ACOSTA, BURKHOLDER, LUNA.

NONE.

KEITH BLACKBURN, Mayor
SHERRY FREISINGER, City Clerk
{SEAL)
April 16, 2024 Item #6 Page 10 of 116

STATE OF CALIFORNIA )
COUNTY OF SAN DIEGO ) ss.

I, Ana Marie Alarcon, Deputy City Clerk of the City of Carlsbad, County of San Diego, State of California, hereby certify that I have compared the foregoing copy with the original RESOLUTION NO. 2024-075 - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

CARLSBAD, CALIFORNIA, APPROVING THE PLANS, SPECIFICATIONS AND CONTRACT

DOCUMENTS AND AUTHORIZING THE CITY CLERK TO ADVERTISE FOR BIDS FOR THE EL

CAMINO REAL WIDENING FROM SUNNY CREEK ROAD TO JACKSPAR DRIVE PROJECT AND

ACCEPTING THE GRANT DEEDS AND THE TEMPORARY CONSTRUCTION EASEMENTS WITH THE OWNERS OF ASSESSOR PARCEL NOS. 209-060-48, 209-060-58 AND 209-090-11 FOR THE PROJECT with the original now on file in the Office of the City Clerk of the City of Carlsbad; that the same contains a full, true and correct transcript therefrom and of the whole thereof.

Witness my hand and the seal of said City of Carlsbad, this 23rd day of April, 2024.

ANA MARIE ALARCON

DEPUTY CITY CLERK
(SEAL)
OJflbvr
April 16, 2024 Item #6 Page 11 of 116
��WN\�f\--r �

RECORDING REQUESTED FOR THE

BENEFIT OF THE CITY OF CARLSBAD
WHEN RECORDED MAIL TO:

City Clerk

CITY OF CARLSBAD
1200 Carlsbad Village Drive
Carlsbad, CA 92008
MAIL TAX EXEMPT STATEMENTS TO:

EXEMPT
DOC# 2024-0110046
111111111111 lllll 11111111111111111111111111111111111111111111111111ll1 May 01, 2024 04:36 PM

OFFICIAL RECORDS
JORDAN Z. MARKS,

SAN DIEGO COUNTY RECORDER
FEES: $0.00 (SB2 Atkins $0.00)
PCOR: N/A
PAGES: 8

SPACE ABOVE THIS LINE FOR RECORDER'S USE
The undersigned grantor(s) declare(s):

Documentary transfer tax is $0.00
( ) computed on full value of property conveyed, or
( ) computed on full value less value of liens and
encumbrances remaining at time of sale.
( ) Unincorporated area: (x) City of Carlsbad, and
Assessor's Parcel No.: --=2=0_;;_9-..c.0--'-60.c..--'-4"'""8 ____ _ Project ID: _ C::::l:..:...P....:6�0:..::9...:..4 _____ _ Related Project ID: DWG No. 529-1
Related Project ID: ________ _
Project Name: El Camino Real
Widening from Sunny Creek Rd to
Jackspar Dr.

GRANT DEED
FOR GOOD AND VALUABLE CONSIDERATION, receipt and sufficiency of which is hereby acknowledged, The Kelly Family Trust, Karen R. Kelly and Robert P. Di Figlia, Co-Trustees ("Granters"), the owners of real property described herein located in the City of Carlsbad, San Diego County, California ("Property") hereby grant to the City of Carlsbad, a municipal corporation ("Grantee"), and its successor and assigns, that real property situated in the City of Carlsbad, County of San Diego, State of California, as described by the legal description attached Exhibit "A" and as depicted in Exhibit "B".
(SIGNATURES ON FOLLOWING PAGE)
April 16, 2024 Item #6 Page 12 of 116
In witness whereof, grantors have caused this Grant Deed to be executed as of_---"{_()_-'-(_1...;::6�/--• 2023.

GRANTORS: THE KELLY FAMILY TRUST, KAREN R.

KELLY AND ROBERT P. DI IGLIA, CO-TRUSTEES
(NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY OWNER(S)
By: MUST BE ATTACHED.)
'-="c""-=:.<....::=+-J...1.--...:..........:........:....-41-_____ _

NOTE THAT THE PRESIDENT OR VICE-PRESIDENT AND THE

SECRETARY OR ASSISTANT SECRETARY MUST SIGN FOR
1--=:2..iLLL..._..l-!___....L.�--+------- CORPORATE EXECUTIONS OF THIS DOCUMENT. ALTERNATELY

A TRUE COPY OF A RESOLUTION OF THE BOARD OF DIRECTORS

THAT IS SIGNED BY THE SECRETARY OR ASSISTANT

SECRETARY OF THE CORPORATION, UNDER CORPORATE SEAL

SPECIFICALLY EMPOWERING THE INDIVIDUAL SIGNED IN

BEHALF OF THE CORPORATION WILL SHOW SUFFICIENT
AUTHORITY OF SAID INDIVIDUAL TO ACT IN THIS MATTER.
(Print Name Here
f"[tg/lu
By:
(Print Name Here)
'Tlt.,U S: -,-£C"
(Title)
APPROVED AS TO FORM:

CIND
BY:

IT IS RECOMMENDED THAT, PRIOR TO THE EXECUTION OF THIS

EASEMENT, THE PARTIES CONSULT WITH THEIR ATTORNEYS
WITH RESPECT THERETO.

April 16, 2024 Item #6 Page 13 of 116
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

ACKNOWLEDGEMENT

STATE OF CALIFORNIA )
couNTY oF Vln De.��
On t t) �t, ()-0.)-.':)
' • • -rbfcx/¼- , Notary
Public, personally appeared --.i-=::.=.:.-L.IJ..--L�....L...:lil.,.\,,�----------' who proved to me on the basis of satisfactory evidence to be the person(s hose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under penalty of perjury under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.
is& e a • o • e e ft ft e e
Signature�� (Seal)
April 16, 2024 Item #6 Page 14 of 116
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1188 A notary public or other officer completing \his r.ert1f1cc1te venf,es anly the ,d�nt1ty ot tne 1r,dl',1dual 1:,ho s1gn':d ihe document to 1•,h1ch rh1s cercificate is attached. and no! rhe truthfulness accuracy or validity of that document.

State of California
County of ��\.E'�-------
On a:;tof56£.. \I, 1"'l.o'1.")
Date
personally appeared
before me.

Here lnse,1 Name and Title of the Officer
Name(s) of Signer(s)
who proved to me on the basis of satisfactory evicIence to be th�erson� whose name,ie;us)are subscribed to the within instrument and acknowledged to me that&fshe/they executed the same in ·@her/their authorized capacity�). and that b�her/their signatur�on the instrument the perso�). or the entity upon behalf of which the person�cted. executed the instrument.

Place Notary Seal Abo'le
I certify under PENAL TY OF PERJURY under the laws
of the State of California that the foregoing paragraph Is true and correct.

WITNESS my hand and official seal.
-
Signature --�--A: ..... �---,t---�--------
S1gn'3ture of Notary Public
----------------OPTIONAL----------------
Though this section is optional, completing this information can deter alter ation of the document or fraudulent reattachment of this form to an unintended document.

Description of Attached Document
Title or Type of Document: � � /�
Document Date: �!$ •�1"Z.4:"> Number of Pages: �,
Signer(s) Other Than Named Above: _____ _____________________ _ Capacity(ies) Claimed by Signer(s)
Signer's Name: ____________ _
Corporate Officer - Title(s): ______ _
Partner - Limited General
Individual
Trustee
Attorney in Fact
Guardian or Conservator
Other: ______________ _
Signer Is Representing: _________ _
S:gner"s Name: _____________ _
Corporate Officer - Title(s): ______ _
Partner - Limited General
Individual Attorney in Fact
Trustee Guardian or Conservator
Other:

Signer Is Representing: _______ _
C(,-<:,(, '<.:/. ,:.(,'C<,'C<,·C,,;(;<.,'C<,'!.:,(,'C<,« 'C<,'C<,�'C(,"<.:<.:'.'.._ ..;.;,_-..:,� "-<. X..-.,'�� .._,, .'0. '<..(. VY_,._,�""- Cy'C<,'{!(,'C(,-c(..'C<,-;_;,,'<;(. -..:<.,-0:,'C(,'<:::(,'Q,X:.• ;l:.(,'<..<_�..,.:.(,� '.G2015 National Notary Association· w•.1vw.NationalNotary org • 1-800-US NOTARY (1-800-876-6827) Item #5907 April 16, 2024 Item #6 Page 15 of 116
EXHIBIT "A"

RIGHT-OF-WAY ACQUISITION
APN 209-060-48
THAT PORTION OF LOT "B" OF THE RANCHO AGUA HEDIONDA, IN THE COUNTY

OF SAN DIEGO, STATE OF CALIFORNIA, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 823, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY NOVEMBER 16, 1896 INCLUDED WITHIN QUITCLAIM DEED TO KAREN R. KELLY AND ROBERT P. DI FIGLIA, CO-TRUSTEES OF THE

SURVIVOR'S TRUST CREATED UNDER THE KELLY FAMILY TRUST DATED OCTOBER 27, 1982, AS AMENDED AND RESTATED IN ITS ENTIRETY ON NOVEMBER 23, 2005, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A BRASS DISC STAMPED "LS 6215" SHOWN AS POINT NO. 105 ACCORDING TO RECORD OF SURVEY MAP NO. 17271 FILED IN THE OFFICE OF THE COUNTY RECORDER ON FEBRUARY 8, 2002 WHICH BEARS NORTH 68°14'31" WEST 7549.60 FEET FROM A BRASS DISC STAMPED "LS 6215" SHOWN AS POINT NO. 108 ACCORDING TO SAID RECORD OF SURVEY MAP; THENCE SOUTH 66°25'58" EAST 3994.51 FEET TO THE INTERSECTION OF THE EASTERLY LINE OF LAND PER SAID DEED WITH A LINE THAT IS 63.00 FEET

NORTHEASTERLY OF, AND PARALLEL TO, THE CENTERLINE OF ROAD SURVEY 1800-1, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING;

1. THENCE ALONG SAID EASTERLY LINE SOUTH 13°33'45" WEST 19.69 FEET TO THE SOUTHEAST CORNER OF LAND PER SAID DEED;

2. THENCE ALONG THE SOUTHWESTERLY LINE OF LAND PER SAID DEED NORTH 52°31 '09" WEST 40.02 FEET TO AN ANGLE POINT THEREIN;

3. THENCE CONTINUING ALONG SAID SOUTHWESTERLY LINE NORTH 34°35'42" WEST 9.09 FEET TO AN ANGLE POINT THEREIN;

4. THENCE CONTINUING ALONG SAID SOUTHWESTERLY LINE NORTH 43°36'53" WEST 50.04 FEET TO AN ANGLE POINT THEREIN;

5. THENCE CONTINUING ALONG SAID SOUTHWESTERLY LINE NORTH 44°45'35" WEST 50.01 FEET TO AN ANGLE POINT THEREIN;

6. THENCE CONTINUING ALONG SAID SOUTHWESTERLY LINE NORTH 45°54'20" WEST 6.12 FEET TO SAID LINE THAT IS 63.00 FEET

NORTHEASTERLY OF, AND PARALLEL TO, THE CENTERLINE OF ROAD SURVEY 1800-1;

7. THENCE LEAVING SAID SOUTHWESTERLY LINE ALONG SAID PARALLEL LINE SOUTH 52°31'09" EAST 145.76 FEET TO THE TRUE POINT OF BEGINNING.

AREA= 1,557 SQUARE FEET, MORE OR LESS (BASED ON GROUND DISTANCES).

SEE EXHIBIT "B" ATTACHED AND BY REFERENCE MADE A PART HEREOF.

PAGE 1 OF 2
April 16, 2024 Item #6 Page 16 of 116
EXHIBIT "A"

RIGHT-OF-WAY ACQUISITION
APN 209-060-48
7-19-2022
PAGE 2 OF 2
April 16, 2024 Item #6 Page 17 of 116
0 150 300

EXHIBIT
600
AT POINT 1105 PER ROS 17271
CONVERGENCE ANGLE= -00'34'32.469•
COMB. SCALE FACTOR= 0.99996244
NGVD 29 ELEV= 45.41'
LEGEND

RANCHO AGUA

HEDIONDA
MAP 823
POR. LOT "B"
111 I I 11

RIGHT-OF-WAY ACQUISITION
.............................. AREA = 1,557 SQ. FT., MORE OR LESS �

TEMPORARY ACCESS EASEMENT
AREA = 8,540 SQ. FT., MORE OR LESS
P.O.B. POINT OF BEGINNING
T.P.O.B. TRUE POINT OF BEGINNING
&, CONTROL POINT PER ROS 17271
E1 SEE EASEMENT LEGEND ON.. SHEET 2
QD1 QUITCLAIM DEED TO THE KELLY FAMILY
TRUST DATED 10/27/1982 AND
RESTATED 11/23/2005 REC. 5/03/2021
AS DOC. NO. 2021-0337847 O.R.
"B" f-- --
---- ---
CARLSBAD TRACT NO.
83-36 UNIT NO. 1
MAP 11242
LOT 11
--
SHEET 1 OF 2 SHEETS
REVISED BY:

DRAWN BY: KA
CHECKED BY: JR
APPROVED BY:

DATE: CITY OF CARLSBAD SCA��
= 300'
DATE: 7-19-2022 EL CAMINO REAL STREET IMPROVEMENTS __ _.;__.:..::._r------------------; DOC. NO.

DATE: 7-19-2022
DATE:

APN 209-060-48
OWNER: THE KELLY FAMILY TRUST DATED OCTOBER 27,
1982, AS AMENDED AND RESTATED ON NOVEMBER 23, 2005
DWG. NO.

April 16, 2024 Item #6 Page 18 of 116
L1
L2
L3
L4
L5
L6
L7
LB
L9
LtO
L11
L12
REVISED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

S 13'33' 45• W 19.69'
N 52'31'09• W 40.02'
N 34•35•42• W 9.09'
N 43'36'53• W 50.04'
N 44•45•35• W 50.01'
N 45'54'20• W 6.12'
N 45'54'20• W 43.85'
N 57'12'59• W 20.39'
N 49'20'56• W 6.18'
S 18'27'07• E 25.25'
S 76"26'15• E 21.66'
N 13'33' 45• E 25.11'
DATE:

EXHIBIT •B• (SHEET 2 OF 2)

EASEMENT LEGEND
E1 50' ROAD AND UTILITY EASEMENT IN FAVOR OF THE RECORD O�ERS OF ALL PORTIONS Of LOT •B• REC. 7/15/1959 IN BK. 7771, PG. 17 O.R.

AND REC. 9/7/1995 AS INST. NO. 1995-0398027 O.R.

NOTES: THE RIGHTS TO USE ALL ROADS AND RIGHTS Of WAY TOGETHER WITH THE RIGHT AND EASEMENT TO INSTALL POt.ES, WIRES, PIPES, OR SIMILAR STRUClURES ALONG SAID RIGHTS OF WAY IN FAVOR OF EDWARD KELLY, JAMES KELLY, ROBERT S. KELLY, ALICE K. MORRISON, AND UWE KELLY ORTEGA, AND THEIR RESPECTI't£ SUCCESSORS AND ASSIGNS REC. 6/29/1936 IN BK. 541, PG. 244 O.R. IS NOT PLOTTABLE.

THE RIGHT TO EXTEND DRAINAGE STRUClURES AND SLOPES IN FAVOR OF THE COUNTY Of SAN DIEGO REC. 1/5/1938 IN BK. 727, PG. 441 O.R. IS NOT PLOTTABLE.

SHEET 2 OF 2 SHEETS

CITY OF CARLSBAD A
�.= 60,
KA DATE: 7-19-2022 EL CAMINO REAL STREET IMPROVEMENTS__ ___:..:....r------------------i DOC. NO.

JR DATE: 7-19-2022
DATE:

APN 209-060-48
Ov.t-lER: THE KELLY FAMILY TRUST DAlED OCTOBER 27,
1982, AS AMENDED AND RESTATED ON NO't£MBER 23, 2005
OWG. NO.

April 16, 2024 Item #6 Page 19 of 116

CERTIFICATION OF ACCEPTANCE AND CONSENT TO

RECORDATION OF GRANT DEED
This is to certify that the interest in real property conveyed by the Grant Deed, dated June 6, 2024, from The Kelly Family Trust, Karen R. Kelly and Robert P. Di Figlia to the City of Carlsbad, California, a charter city and government agency, for a Grant Deed is hereby accepted by the undersigned agent on behalf of the City Council of the City of Carlsbad pursuant to authority conferred by Ordinance No. NS- 422, adopted by the City Council of the City of Carlsbad on September 16, 1997, and the grantee consents to the recordation thereof by its duly authorized officer.

DATED: June 6, 2024
Deputy City Clerk
(SEAL)
April 16, 2024 Item #6 Page 20 of 116

RECORDING REQUESTED FOR THE

BENEFIT OF THE CITY OF CARLSBAD
WHEN RECORDED MA IL TO:

City Clerk

CITY OF CARLSBAD
1200 Carlsbad Village Drive
Carlsbad.CA 92008
MAIL TAX EXEMPT STATEMENTS TO:

EXEMPT
DOC# 2024-0125199
111111111111 lllll 111111111111111 lllll llllllllll lllll 111111111111111111 May 17, 2024 0 3;36 PM

OFFICIAL RECORDS
JORDAN Z. MARKS

SAN DIEGO COUNTY RECORDER
FEES $0 00 (SB2 A tkins· $0 00)
PAGES 9
The undersigned grantor(s) declare(s):

SPACE ABOVE THIS LINE FOR RECORDER'S USE
Assessor 's Parcel No.: 209-060-48-'-'-,;;,_;_.,;.,.,;,., _______ Documentary transfer tax is $0.00
( ) computed on full value of property conveyed, or
) computed on full value less value of liens and
encumbrances remaining at time of sale.
) Unincorporated area: (x) City of Carlsbad, and
Project ID: CIP 6094
_;;;,-�----------
Re I ate d Project ID: DWG No. 529-1
Related Project ID: _________ _
Project Name: El Camino Real
Widenin from Sunn Creek Rd to
Jackspar Dr.

GRANT OF TEMPORARY CONSTRUCTION EASEMENT
FOR GOOD AND VALUABLE CONSIDERATION, receipt and sufficiency of Which is hereby acknowledged, The Kelly Family Trust, Karen R. Kelly and Robert P. Di Figlia, Co-Trustees ("Grantors"), the owners of real property described herein al'ld located in the City of Carlsbad, San Diego County, �alifornia ("Property") do hereby GRANT and CONVEY to the City of Carlsbad, a municipal corporation ("Grantee"), and its successor and assigns, a temporary and non-exclusive temporary construction easement ("Temporary Construction Easement"), over, above, on, under, in, across, along and through that certain portion of Grantors' real property, more particularly described in the legal description attached as Exhibit "A", and as depicted in Exhibit "B" (the "Easement Area"), for the purpose of constructing the El Camino Real Widen ing Project, a public project (the "Project"), and gives Grantee, its successors and assigns, including Grantee's contractor(s), the power to perform all activities necessary for the construction and completion of the Project in compliance with all laws, inclusive of ingress and eg ress, and necessary appurtenances thereto, In, over, across, along , through and under the Property and incidents thereto, within the bounds of the Easement Area.

It is understood that said Temporary Construction Easement shall expire on January 31, 2026, or upon completion of the Project, whichever occurs first. At the expiration of the Temporary Construction Easement, Grantee shall restore the Easement Area to the same condition as existed before construction, unless otherwise agreed to by the Grantors.

Grantee shall hold Granters and its agents, trustees, successors, and assigns ("Grantors' Parties") harmless from and indemnify Grantors' Parties from any claims from G rantee's exercise of the easement rights granted herein
(SIGNATURES ON FOLLOWING PAGE)
April 16, 2024 Item #6 Page 21 of 116
In witness whereof, grantors have caused this Grant Deed to be executed as of __ /_()_1+- l
_/�6_
1 .,.
/
_, 2023.

GRANTORS: THE KELLY FAMILY TRUST, KAREN R.

KELLY ROBE . D IGLIA, CO-TRUSTEES
By: (NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY OWNER(S)
1--'"t'-"""'::L.J,,��.,=+------ MUST BE ATTACHED.)
By:

NOTE THAT THE PRESIDENT OR VICE-PRESIDENT AND THE
-+.,.......,._ ........ �-d-::cr4ri�-::',,-;=r::-'=!4---'-if------- SECRETARY OR ASSISTANT SECRETARY MUST SIGN FOR CORPORATE EXECUTIONS OF THIS DOCU MENT. ALTERNATELY
/ /4 /) A TRUE COPY OF A RESOLUTION OF THE SOARD OF DIRECTORS _....,,.,,,__ .... �__,_._.(Tm.._.,..9 ... )-------- THAT IS SIGNED BY THE SECRETARY OR ASSISTANT

SECRETARY OF THE CORPORATION, UNDER CORPORATE SEAL

SPECIFICALLY EMPOWERING THE INDIVIDUAL SIGNED IN

BEHALF OF THE CORPORATION WILL SHOW SUFFICIENT
�:t.:::=$�=m!?J�r�---- AUTHORITY OF SAID INDIVIDUAL TO ACT IN THIS MATTER.

IT IS RECOMMENDED THAT PRIOR TO THE EXECUTION OF THIS
----=-...,.,.=rrr.=:,""TT=.------------ EASEMENT, THE PARTIES CONSULT WITH THBR ATTORNEYS WfTH RESPECT THERETO.
(ntle)
APPROVED AS TO FORM:

Cl • Attorney
April 16, 2024 Item #6 Page 22 of 116
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validitv of that document.

STATE OF CALIFORNIA
COUNTY OF T:'froc1 e�p>

ACKNOWLEDGEMENT
On O be1ore me, �"'-"--1 � , Notary
Public, personally appeared "" R. L ' , who proved to
me on the basis of satisfactory evidence to be the person( ) whose name(s) is/a re subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s). or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under penalty of perjury under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature� �
3£"'l1A/IY tcllta Eitt • '10t1r, U!>ltc • �hfornla Sa" Dl._o County f Conimls.uon a 1.155816 ,., Co"'"'• h�lrH �or IS. Z02� (Seal)
April 16, 2024 Item #6 Page 23 of 116
. .

CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 • � ,-.r,,...,..,,.� _,,..,,.__..,,.,.,r,,-,r,t.,rr-rr<"r-l',r<',��V'L°'<'" "",,,...,..,,.,-.,..,...

A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached. and not the truthfulness. accuracy, or validity of Iha document State of California
County of \£
0 b f T.-w.&&- . � P. ... A_
n _z,-,.;.=..=::.=..--=..z:c.+-,;::;__;:;;..;___ e ore me, ----=..::....;..---=---'--------=-----'----¼----__,_,.....-=-------' Here Insert. Name and Title of the Officer
personally appeared -��---�--Dl-�_t._.l-lA __________________ _ Name(s} of Signer(s)
who proved to me on the basis of satisfactory evidence to be th�erso whose nam Sare subscribed to the within instrument and acknowledged to me that�she/they executed the same in @her/their authorized capacity • ), and that by(f@ther/their signatur on the instrument the personts). or the entity upon behalf of which the person cted, executed the Instrument.

JOHN ALAN TACKIAN
COMM, #2426991 z
Notary Public • Ctlifornia �
Orange County ..

Comm. Ex ires Nov. 17, 2026
Place Notary Seal Above
I certify under PENAL TY OF PERJURY under the laws
of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal .

S1gnature __ _:�:__�_,.__►_--¥-caa--'--k... __________ _ Signature of Notary Pub/le
----------------OPTIONAL----------------
Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document .

Description of Attached Document
Title or T ype of Do • --=-"---'-----'-'--'-/�=-, _____ ______________ _ Document Date: --"""""=-"..,,,.,.=--�1-=E-£----------- Number of Pa ges: � Signer(s) Other Than Named Above: __ -_____________________ _ Capacity(ies) Claimed by Signer(s)
Signer's Name: ____________ _
Corporate Officer - Titl e(s): ______ _
Partner - Limited General
Individual Attorney in Fact
Trustee Guardian or Conservator
Other: ______________ _
Signer Is Representing: ________ _
Signer's Name: ____________ _
Corporate Officer - Tit le(s): _ _____ _
Partner - Limited General
Individual Attorney in Fact
Trustee Guardian or Conservator
Other: ______________ _
Signer Is Representing: ________ _
:(,'C(;C<,'C-<,'01,�� ... � T'..co'�'CCCC :;(;
©2015 National Notary Assoc1at1on • www.NationalNotary.org • 1-800-US NOTARY (1·800-876-6827) Item #5907 April 16, 2024 Item #6 Page 24 of 116
EXHIBIT ••A"

TEMPORARY CONSTRUCTION EASEMENT
APN 209-060-48
THAT PORTION OF LOT "B" OF THE RANCHO AGUA HEDIONDA, IN THE COUNTY

SURVIVOR'S TRUST CREATED UNDER THE KELLY FAMILY TRUST DATED OCTOBER 27, 1982, AS AMENDED AND RESTATED IN ITS ENTI RETY ON NOVEMBER 23, 2005, MORE PARTIC ULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A BRASS DISC STAMPED uLS 6215" SHOWN AS POINT NO. 105 ACCORDING TO RECORD OF SURVEY MAP NO. 17271 FILED IN THE OFFICE OF THE COUNTY RECORDER ON FEBRUARY 8, 2002 WHICH BEARS NORTH 68°14'31" WEST 7549.60 FEET FROM A BRASS DISC STAMPED "LS 6215" SHOWN AS POINT NO. 108 ACCORDING TO SAID RECORD OF SURVEY MAP; THENCE SOUTH 66 °25'58" EAST 3994.51 FEET TO THE INTERSECTION OF THE EASTERLY LINE OF LAND PER SAID DEED WITH A LINE THAT IS 63.00 FEET

NORTHEASTERLY OF, AND PARALLEL TO, THE CENTERLINE OF ROAD SURVEY 1800-1, SAID POINT ALSO BEING THE TRUE POINT OF BEGI NNING·

1. THENCE ALONG SAID PARALLEL LINE NORTH 52 °31'09" WEST 145 ,76

FEET TO A POINT IN THE SOUTHWESTERLY LINE OF LAND PER SAID DEED;

2. THENCE ALONG SAID SOUTHWESTERLY LINE NORTH 45 °54'20" WEST

43.87 FEET TO AN ANGLE POINT THEREIN;

3. THENCE CONTINUING ALONG SAID SOU THWESTERLY LINE NORTH 57° 12'59" WEST 20.39 FEET TO AN ANGLE POINT THEREIN;

4. THENCE CONTINUING ALONG SAID SOUTHWESTERLY LINE NORTH 47°40'05"' WEST 130.05 FEET TO AN ANGLE POINT THEREIN;

5. THENCE CONTINUI NG ALONG SAID SOUTHWESTERLY LINE NORTH 41 °54'04" WEST 100.24 FEET TO AN ANGLE POINT THEREIN;

6. THENCE CONTINUING ALONG SAID SOUTHWESTERLY LINE NORTH 49°20'56" WEST 6.18 FEET;

7. THENCE LEAVING SAID SOUTHWESTERLY LINE NORTH 87 °00'36" EAST

18.31 FEET;

8. THENCE SOUTH 54 °09'17" EAST 44.14 FEET;

9. THENCE SOUTH 42 °50'58" EAST 72.41 FEET;

10. THENCE SOUTH 28 °07'48" EAST 62.38 FEET;

11. THENCE SOUTH 62 °22'49" EAST 132.33 FEET;

12. THENCE SOUTH 50°26'53" EAST 76.49 FEET;

13. THENCE SOUTH 18 °27'07" EAST 25.25 FEET;

14. THENCE SOUTH 76 °26'15" EAST 21.66 FEET TO SAID EASTERLY LINE OF LAND PER SAID DEED;
15, THENCE ALONG SAID EASTERLY LINE SOUTH 13 °33'45" WEST 25.11 FEET TO THE TRUE POINT OF BEGINNING.

AREA= 8,540 SQUARE FEET, MORE OR LESS (BASED ON GROUND DISTANCES).

PAGE 1 OF 2
April 16, 2024 Item #6 Page 25 of 116
. . ·.

EXHIBIT "A"

TEMPORARY CONSTRUCTION EASEMENT
APN 209-060-48
SEE EXHIBIT "B" ATTACHED AND BY REFERENCE MADE A PART HEREOF.

THE BEARINGS AND DISTANCES USED IN THE ABOVE DESCRIPTION ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6, NAD83, EPOCH 1991. 35. DIVIDE DISTANCES SHOWN BY 0.99996244 TO OBTAIN GROUND DISTANCES.
7-19-2022
J
PAGE 2 OF 2
April 16, 2024 Item #6 Page 26 of 116
EXHIBIT "B" f-- -- --
i i
0 150 300 600
AT POINT #105 PER ROS 17271
CON\£RGE:NCE ANGI.E= -00"34'.32.469•
COMB. SCALE FACTOR= 0.99996244
NGW 29 ELEV= 45.41'
iE .--�, 0:::0z

RANCHO AGUA

HEDIONDA
MA P 823
POR. LOT "B"
0 ir<-'
I")CX)
en(.) (.)
P.O.B.

PT 105 PER
ROS 17271
N 1999466.124
E 6241021.960
LEGEND
11 I I I 11
RIGHT-Of-WAY ACQUISITION
'-'· ,_.._, .... .... ....,_. AREA = 1,557 SQ. FT., MORE OR LESS !/fl/1

TEMPORARY ACCESS EASEMENT
.__r.._,..,__�_,,_,..,..(_....L_j�__, AREA = 8,540 SQ. FT., MORE OR LESS P.0.8. POINT OF BEGINNING
T.P.O.B. TRUE POINT OF BEGINNING
&, CONTROL POINT PER ROS 17271
E1 SEE EASEMENT LEGEND ON.. SHEET 2
001 QUITCLAIM DEED TO THE KELLY F AMIL V
TRUST DATED 10/27/1982 AND
RESTATED 11/2.3/2005 REC. 5/0.3/2021
AS DOC. NO. 2021-0337847 O.R.
-- ----
CARLSBAD TRACT NO.
83-36 UNIT NO. 1
MAP 11242
LOT 11
PT 108 PER
ROS 17271
N 1999466.124
E 6241021.960
SHEET 1 Of 2 SHEETS
REVISED BY : DATE: CITY QF CARLSBAD SCA� = .300'
._DR_AWN_B_Y:_K_A_---+_DA_TE_: _7-..:....1..:....9--=20..:..:2=-2 .J--_E_L _C_A_M_IN_O_RE_A_L_STR_E_ET_IM_P_R_O_VE_M_E_N_TS_--f DOC. NO.

CHECKED BY: JR DATE: 7-19-2022
APPROVED BY: DA TE:

APN 209-060-48
O�ER: THE KEUY FAMILY TRUST DATED OCTOBER 27, DWG. NO.
1982, AS AMENDED AND RESTATED ON NOVEMBER 23, 2005
April 16, 2024 Item #6 Page 27 of 116
-· . .. .

EXHIBIT •e• {SHEET 2 OF 2)

EASEMENT LEGEND
E1 50' ROAD AND UTILITY EASEMENT IN FAVOR OF THE RECORD OWNERS OF ALL PORTIONS OF LOT •B• REC. 7/15/1959 IN BK. 7771, PG. 17 O.R.

AND REC. 9/7/1995 AS INST. NO. 1995-0398027 O.R.

NOTES: THE RIGHTS TO USE All ROADS ANO RIGHTS OF WAY TOGETHER WITH THE RIGHT ANO EASEMENT TO INSTALL POl£S, WIRES, PIPES, OR SIMILAR

STRUCTURES ALONG SAID RIGHTS OF WAY IN FAVOR OF EDWARD KELLY, JAMES KELLY, ROBERT S. KELLY, ALICE I(. MORRISON, AND LIWE KELLY ORTEGA, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS REC. 6/29/1936 IN BK. 541, PG. 2« C.R. IS NOT PLOTTABLE.

THE RIGHT TO EXTEND DRAINAGE STRUCTURES AND SLOPES IN FAVOR OF lliE COUNTY OF SAN DIEGO REC. 1/5/1938 IN BK. 727, PG. 441 O.R. IS NOT PLOTTABL£.

LINE TABLE

CARLSBAD
TRACT N O.
83-36LINE NO. DIRECTION
L1 S 13'33' 45• W
L2 N 52'31 '09• W
L3 N 34•35•42• W
L4 N 4J'36'5Y W
L5 N 44•45•35• W
L6 N 45'54'20• W
L7 N 45'54'20• W
LB N 5712'59• W
L9 N 49'20'56• W
L10 S 18'27'07• E
L11 S 76'26'15• E
L12
LENGTH

19.69'

40.02'

9.09'

50.04'

50.01'

6.12'

43.85'

20.39'

6.18'

25.25'

21.66'
U IT NO. 1
MAP 11242
LOT 11
N 13'33'45• E 25.11' SHEET 2 Of 2 SHEETS
RE\llSED BY· DATE: CITY OF CARLSBAD �- = 60'
I--D_RA_WN_B_Y: __ KA __ �D_AT...::.E:_7_-_:19_-:.::20=22:...J- _EL_C_A_M_IN_O_RE_A_L_STR_E_E_T_IM_P_R_O_VE_M_EN_TS_----i DOC. NO.

CHECKED BY: � DATE 7 19 2022 APN 209 -060-48 : - - O\ltttER: THE KELLY FAMILY TRUST DATED OCTOBER 27, APPROVED BY: DA1E: 1982, AS AMENDED AND RESTATED ON NOVEMBER 23, 2005 OWG. NO.

April 16, 2024 Item #6 Page 28 of 116

CERTIFICATION FOR ACCEPTANCE OF DEED OF EASEMENT
This is to certify that the interest in real property conveyed by the Grant Deed, dated May 9, 2024, from The Kelly Family Trust, Karen R. Kelly and Robert P. Di Figlia. Co-Trustees. to the City of Carlsbad, a Municipal Corporation, for a GRANT OF TEMPORARY CONSTRUCTION
EASEMENT, is hereby accepted by the City Council of the City of Carlsbad, California, a Municipal Corporation, pursuant to Ordinance No. NS-422, adopted on September 16, 1997, and the grantee consents to the recordation thereof by its duly authorized officer.

DATED: May 9, 2024
Ana Marie Alarcon, CMC
Deputy City Clerk
(SEAL)
April 16, 2024 Item #6 Page 29 of 116

RECORDING REQUESTED FOR THE BENEFIT

OF THE CITY OF CARLSBAD
WHEN RECORDED MAIL TO:

City Clerk

CITY OF CARLSBAD
1200 Carlsbad Village Drive
Carlsbad, CA 92008
MAIL TAX EXEMPT STATEMENTS TO:

EXEMPT
DOC# 2024-0110047
111111111111 lllll 11111111111111111111111111111111111111111111111111111 May 01, 2024 04:36 PM

OFFICIAL RECORDS
JORDAN Z. MARKS,

SAN DIEGO COUNTY RECORDER
FEES: $0.00 (SB2 Atkins: $0.00)
PCOR: NIA
PAGES: 6

SPACE ABOVE THIS LINE FOR RECORDER'S USE
The undersigned grantor(s) declare(s): Assessor's Parcel No.: 209-060-58 Documentary transfer tax is $0.00
(
) computed on full value of property conveyed, or
( ) computed on full value less value of liens and
encumbrances remaining at time of sale.
( ) Unincorporated area: (x) City of Carlsbad, and
Project ID: CIP 6094 --------------,----Re I ate d Project ID: DWG No. 529-1 Related Project ID: _________ _
Project Name: El Camino Real
Widening from Sunny Creek Rd to
Jackspar Dr.

GRANT DEED
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Camino Carlsbad, LLC
hereby GRANTS, in fee simple, to the City of Carlsbad, a Municipal Corporation, for public purposes, including but not limited to street, highway, sewer, drainage, public utilities, and public access, in, upon, over, under, along and across the same, all that real property situated in the City of Carlsbad, County of San Diego, State of California, described by the attached Exhibit "A" and depicted in Exhibit "B".

Subject to:

1. Nondelinquent taxes and assessments; and

2. All matters of record or visible from an inspection of the property or which an accurate survey of the property would disclose.
(SIGNATURES ON FOLLOWING PAGE)
April 16, 2024 Item #6 Page 30 of 116
:;
NER,
&
C
t:J
LLC
(Sign Here)
Br�+.\. KV'ltls)�-n
(Print Name Here)
('hc,"c 9v, � fY',-.-Y'\. bv-
(Title)
DATED: _/n_cd __ L_3 __ , 2024
April 16, 2024 Item #6 Page 31 of 116
EXHIBIT "A"

RIGHT-OF-WAY ACQUISITION
APN 209-060-58
THAT PORTION OF LOT "E" OF THE RANCHO AGUA HEDIONDA, IN THE COUNTY

OF SAN DIEGO, STATE OF CALIFORNIA, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 823, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY NOVEMBER 16, 1896, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A BRASS DISC STAMPED "LS 6215" SHOWN AS POINT NO. 105 ACCORDING TO RECORD OF SURVEY MAP NO. 17271 FILED IN THE OFFICE OF THE COUNTY RECORDER ON FEBRUARY 8, 2002 WHICH BEARS NORTH 68°14'31" WEST 7549.60 FEET FROM A BRASS DISC STAMPED "LS 6215" SHOWN AS POINT NO. 108 ACCORDING TO SAID RECORD OF SURVEY MAP; THENCE SOUTH 70°54'36" EAST 2648.79 FEET TO THE SOUTHWEST CORNER OF PARCEL 4 OF A DEED IN FAVOR OF CAMINO CARLSBAD, LLC RECORDED FEBRUARY 4, 2003 AS DOC. NO. 2003-0130230 OF OFFICIAL RECORDS, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING;

1. THENCE ALONG SAID SOUTHWESTERLY LINE SOUTH 66°36'50" EAST

61.71 FEET TO THE POINT OF CUSP OF A TANGENT 55.00-FOOT RADIUS

CURVE CONCAVE NORTHEASTERLY, A RADIAL LINE TO SAID POINT BEARS SOUTH 23°23'10" WEST;

2. THENCE LEAVING SAID NORTHEASTERLY LINE NORTHWESTERLY

ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
96°34'46" A DISTANCE OF 92.71 FEET TO THE NORTHWESTERLY LINE OF SAID PARCEL 4;

3. THENCE ALONG THE NORTHWESTERLY LINE OF SAID PARCEL 4 SOUTH 29°57'56" WEST 61.71 FEET TO THE TRUE POINT OF BEGINNING.

AREA= 844 SQUARE FEET, MORE OR LESS (BASED ON GROUND DISTANCES).

SEE EXHIBIT "B" ATTACHED AND BY REFERENCE MADE A PART HEREOF.

THE BEARINGS AND DISTANCES USED IN THE ABOVE DESCRIPTION ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6, NAD83, EPOCH 1991.35. DIVIDE DISTANCES SHOWN BY 0.99996244 TO OBTAIN GROUND DISTANCES.
7-19-2022
J
PAGE 1 OF 1
April 16, 2024 Item #6 Page 32 of 116
EXHIBIT "B"
0 150 300 600
AT POINT f105 PER ROS 17271
CONVERGENCE ANGLE=
-00°34'32.469•
COMB. SCALE FACTOR= 0.99996244 �
NGW 29 ELEV= 45.41' l\oS "-..
"-.. Q:-"
� 0 z
� q__
"x:

I
I
I
I
I
I
I
APN 209-060-58
LAND PER DD1
I
I 0
0:: RANCHO AGUA
I')
(0
Cl)
00 REVISED BY:

DRAWN BY:

CHECKED BY:

APPROVED
BY:

DATE:

KA DATE: 7-19-2022
� DATE: 7-19-2022
DATE:

HEDIONDA
MAP 823 -
POR LOT 1
;---

LEGEND /
CARLSBAD TRACT NO.
83-36 UNIT NO. 1
MAP 11242
�

RIGHT-OF-WAY ACQUISITION (ACQ)
.__,.__...., _ __._ _ _. AREA = 844 SQ. FT., MORE OR LESS IT//}

TEMPORARY ACCESS EASEMENT (TCE)
LLL� AREA = 1,242 SQ. FT., MORE OR LESS
P.O.B. POINT OF BEGINNING
T.P.O.B. TRUE POINT OF BEGINNING
&, CONTROL POINT PER ROS 17271
E1 SEE EASEMENT LEGEND ON.. SHEET 2
DD1 DEED TO CAMINO CARLSBAD, LLC
REC. 2/4/2003 AS DOC. NO.
2003-0130230 O.R.

SHEET 1 OF 2 SHEETS

CITY OF CARLSBAD SCALE
1· = 300'EL CAMINO REAL STREET IMPROVEMENTS DOC. NO.

APN 209-060-58 DWG. NO. OWNER: CAMINO CARLSBAD, LLC
April 16, 2024 Item #6 Page 33 of 116
PAR. 1
----------
REVISED BY:

DRAWN BY: KA
CHECKED BY: JR
APPROVED BY:

EXHIBIT "B" (SHEET 2 OF 2)
I
CURVE TABLE PM 17985
;..,."'
Jr,
ce,.
r.., �
(b·
CURVE NO. DELTA RADIUS LENGlH
Et Ct 95•34•45• 55.00' 9271'
C2 93'25'58· 55.00' 89.69'
PAR. 2
6'o,._ '-- V<•""o�. ',t� RANCHO AGUA

HEDIONDA
MAP 823
POR. LOT "E"
APN 209-060-58
LAND PER DD1
"--

EASEMENT LEGEND
Et A lEMPORARY CONSTRUCTION EASEMENT IN FAVOR OF lHE CITY OF CARLSBAD REC. 9/29/2000 AS DOC. NO. 2000-0523120 O.R.

E2 5' WATER PIPaJNE EASEMENT IN FAVOR OF PAUL ECKE 1/11/1954 IN BK. 5108, PG. 328 O.R.

NOTE: lHE RIGHT TO EXTEND DRAINAGE STRUCTURES AND EXCAVATION AND EMBANKMENT SLOPES BEYOND lHE LIMITS OF lHE RIGHT OF WAY OF A COUNTY HIGHWAY GRANTED IN DEED REC. 1/5/1938 IN BK. 727, PG.441 O.R. IS NOT PLOTTABLE.

AT POINT #105 PER ROS 17271
CONVERGENCE ANGLE= -00•34•32,459• I
COMB. SCALE FACTOR= 0.99996244 0--20 NGVD 29 ELEV= 45.41' 40 80 SHEET 2 OF 2 SHEETS
DATE: CITY OF CARLSBAD SCALE
1· = 40'
DATE: 7-19-2022 EL CAMINO REAL STREET IMPROVEMENTS DOC. NO.

DATE: 7-19-2022 APN 209-060-58 DWG. NO.

DATE: OYtNER: CAMINO CARLSBAD, LLC
April 16, 2024 Item #6 Page 34 of 116

CALIFORNIA ALL- PURPOSE

CERTIFICATE OF ACKNOWLEDGMENT
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

County of-��.....,_.- .._0_,__.1).__''-'-,=c-=<=>,,Aor,.,__ __ _ �
}
}
personally appeared brL+-\- �u,e,,.,'<:._¼"'
who proved to me on the basis of satisfactory evidence to be the person.(8-) whose name(.9) is/are subscribed to the within instrument and acknowledged to me that he/SRe/they executed the same in hist'.Rer/their authorized capacity(ie-s), and that by his/ber/tbeir signature(s-} on the instrument the person(.s-), or the entity upon behalf of which the person(s-} acted, executed the instrument.

I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.
ceeeeeoo
f MELINDA BROWH
Notary Publtc • California
:

San Di� County �
• Commission 112412188 -
"•u •'• My Comm. Expires Aug 31, 2026
Notary Public Signature (Notary Public Seal)
INSTRUCTIONS FOR COMPLETING TIDS FORM ADDITIONAL OPTIONAL INFORMATION This form complies with current California statutes regardingnota,ywordingand, DESCRIPTION OF THE ATTACH ED DOCUMENT if needed, should be completed and attached to the document. Acknowledgments from other states may be completed for documents being sent to that state so long as the wording does not require the California notary to violate California nota,y law.
(Title or description of attached document)
(Title or description of attached document continued)
Number of Pages __ Document Date ___ _

CAPACITY CLAIMED BY THE SIGNER
□ Individual (s)
□ Corporate Officer
(Title)
□ Partner(s)
□ Attorney-in-Fact
□ Trustee(s)
0 other _________ _
www.Not aryClasses.com 800-873-9865
• State and County infonnation must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization.
• Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. he/she/#tey;- is /are) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible.

Impression must not cover text or lines. If seal impression smudges, re-seal if a sufficient area permits, otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of the county clerk.
••· Additional information is not required but could help to ensure this
acknowledgment is not misused or attached to a different document. ❖ Indicate title or type of attached document, number of pages and date. ❖ Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document with a staple.

April 16, 2024 Item #6 Page 35 of 116

CERTIFICATION OF ACCEPTANCE AND CONSENT TO

RECORDATION OF GRANT DEED
This is to certify that the interest in real property conveyed by the Grant Deed, dated June 6, 2024, from Camino Carlsbad, LLC to the City of Carlsbad, California, a charter city and government agency, for a Grant Deed is hereby accepted by the undersigned agent on behalf of the City Council of the City of Carlsbad pursuant to authority conferred by Ordinance No. NS- 422, adopted by the City Council of the City of Carlsbad on September 16, 1997, and the grantee consents to the recordation thereof by its duly authorized officer.

DATED: June 61 2024
Deputy City Clerk
(SEAL)
April 16, 2024 Item #6 Page 36 of 116

RECORDING REQUESTED FOR THE BENEFIT

OF THE CITY OF CARLSBAD
WHEN RECORDED MAIL TO:

City Clerk

CITY OF CARLSBAD
1200 Carlsbad Village Drive
Carlsbad, CA 92008
MAIL TAX EXEMPT STATEMENTS TO:

EXEMPT
DOC# 2024-0143414
111111111111ll11111111111111111111111111111111111111111111111111111111 Jun 07, 2024 09:04 AM

OFFICIAL RECORDS
JORDAN Z. MARKS,

SAN DIEGO COUNTY RECORDER
FEES: $0.00 (SB2 Atkins: $0.00)
PCOR: N/A
PAGES: 9
The undersigned grantor(s) declare(s):

SPACE ABOVE THIS LINE FOR RECORDER'S USE
Assessor's Parcel No.: 209-060-58 -=::...::......::..=..c::......::....::._ ___ _ Documentary transfer tax is $0.00
( ) computed on full value of property conveyed, or
( ) computed on full value less value of liens and
encumbrances remaining at time of sale.
( ) Unincorporated area: (x) City of Carlsbad, and
Project ID: _C..:....;_;_IP_6:..;0;...;;9...c.4 ____ _
Related Project ID: DWG No. 529-1
Related Project ID: ________ _
Project Name: El Camino Real
Widening from Sunny Creek Rd to
Jackspar Dr.

GRANT OF TEMPORARY CONSTRUCTION EASEMENT
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Camino Carlsbad, LLC
the owner of real property described herein located in the City of Carlsbad, San Diego County, California hereby GRANTS to City of Carlsbad, a Municipal Corporation ("Grantee") a non-exclusive TEMPORARY CONSTRUCTION EASEMENT for the purpose of constructing the El Camino Real Widening Project, a public project (the "Project"), and gives City, its successors and assigns, including City's contractor(s), the power to perform all activities in the Easement Area that are necessary for the construction and completion of the Project, inclusive of ingress and egress, and necessary appurtenances thereto, in, over, across, along, through and under the Property and incidents thereto, but only within the bounds of said easement area (the "Easement Area") as described in Exhibit "A", consisting of one (1) page, attached hereto and made a part hereof, and Exhibit "B" consisting of two (2) pages is attached hereto for clarity only. If any lien shall be filed against the Grantor's Property in connection with the performance of any work performed by or on behalf of the Grantee, then the Grantee shall, at its sole cost and expense, cause the lien to be discharged or bonded over within thirty (30) days following the written notice of same. Grantee shall indemnify, defend, protect and hold the Granter harmless from and against any and all claims, expenses, liabilities, loss, damage and costs, including any actions or proceedings in connection therewith and including reasonable attorneys' fees (collectively, "Claims"), arising or resulting from work performed by or on behalf of Grantee on or about the Easement Area and/or the negligence or willful act or omission of, or the breach of this TEMPORARY CONSTRUCTION EASEMENT or any applicable laws by, Grantee or any party for which Grantee is responsible. If Granter or Grantee hereto shall bring an action or proceeding (including, without limitation, any cross-complaint, counterclaim or third party claim) against the other by reason of the breach or alleged violation of any covenant, term or obligation hereof, or for the enforcement or interpretation of any provision of this TEMPORARY CONSTRUCTION EASEMENT, the prevailing party in such action or proceeding (as determined by a final judgment) shall be entitled to its costs and expenses of suit, including but not limited to reasonable attorneys' fees, which shall be payable whether or not such action is prosecuted to judgment. The provisions of this paragraph shall survive the termination of this TEMPORARY CONSTRUCTION EASEMENT.

April 16, 2024 Item #6 Page 37 of 116
It is understood that said TEMPORARY CONSTRUCTION EASEMENT shall expire on the date that is two hundred seventy (270) days following the commencement of work on the Project, but in any event no later than (i) January 31, 2026, or (ii) completion of the Project, whichever occurs first. At the earlier of the expiration of the Temporary Construction Easement or completion of the Project, City shall restore the Easement Area and any other affected Property to substantially the same condition as existed before construction, unless otherwise agreed to by the Granter, in the Grantor's sole discretion. Upon such termination, if requested by the Granter, Grantee will execute and record a termination of easement to confirm the termination of said TEMPORARY CONSTRUCTION EASEMENT. The provisions of this paragraph shall survive the termination of this TEMPORARY CONSTRUCTION EASEMENT. (SIGNATURES ON FOLLOWING PAGE)
April 16, 2024 Item #6 Page 38 of 116
OWNER: Camino Carlsbad, LLC
By:

DATED
(Print Name Here)
t'h,AC, 9' "q � ....... L ....
cfit1e)
Grantee: THE CITY OF CARLSBAD,
::.
•lif
llF
I co�oration
Ke
h Blackburn,
Mayor
Approved as to Form:

CINDIE K. MCMAHON,
City A
h-vtL. 1 "8 . 2024
April 16, 2024 Item #6 Page 39 of 116
EXHIBIT "A"

TEMPORARY CONSTRUCTION EASEMENT
APN 209-060-58
THAT PORTION OF LOT "E" OF THE RANCHO AGUA HEDIONDA, IN THE COUNTY

BEGINNING AT A BRASS DISC STAMPED "LS 6215" SHOWN AS POINT NO. 105 ACCORDING TO RECORD OF SURVEY MAP NO. 17271 FILED IN THE OFFICE OF THE COUNTY RECORDER ON FEBRUARY 8, 2002 WHICH BEARS NORTH 68°14'31" WEST 7549.60 FEET FROM A BRASS DISC STAMPED "LS 6215" SHOWN AS POINT NO. 108 ACCORDING TO SAID RECORD OF SURVEY MAP; THENCE SOUTH 70°54'36" EAST 2648.79 FEET TO THE SOUTHWEST CORNER OF PARCEL 4 OF A DEED IN FAVOR OF CAMINO CARLSBAD, LLC RECORDED FEBRUARY 4, 2003 AS DOC. NO. 2003-0130230 OF OFFICIAL RECORDS; THENCE ALONG THE SOUTHWESTERLY LINE OF SAID PARCEL 4 SOUTH 66°3650" EAST 61.71 FEET TO THE TRUE POINT OF BEGINNING;

1. THENCE CONTINUING ALONG SAID SOUTHWESTERLY LINE SOUTH 66°36'50" EAST 159.83 FEET;

2. THENCE LEAVING SAID SOUTHWESTERLY LINE NORTH 63°28'02" WEST 162.08 FEET TO THE BEGINNING OF A TANGENT 55.00-FOOT RADIUS CURVE CONCAVE NORTHEASTERLY;

3. THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 93°25'58" A DISTANCE OF 89.69 FEET TO THE NORTHWESTERLY LINE OF SAID PARCEL 4;

4. THENCE ALONG SAID NORTHWESTERLY LINE SOUTH 29°57'56" WEST

8.87 FEET TO THE BEGINNING OF A TANGENT 55.00-FOOT RADIUS CURVE CONCAVE NORTHEASTERLY;

5. THENCE LEAVING SAID NORTHWESTERLY LINE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 96°34'46" A DISTANCE OF 92.71 FEET TO THE TRUE POINT OF BEGINNING.

AREA = 1,242 SQUARE FEET, MORE OR LESS (BASED ON GROUND DISTANCES).

SEE EXHIBIT "B" ATTACHED AND BY REFERENCE MADE A PART HEREOF.

THE BEARINGS AND DISTANCES USED IN THE ABOVE DESCRIPTION ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6, NAD83, EPOCH 1991.35.

DIVIDE DISTANCES SHOWN BY 0.99996244 TO OBTAIN GROUND
DISTANCES.
7-19-2022
J
PAGE 1
OF 1
April 16, 2024 Item #6 Page 40 of 116

EXHIBIT
0 150 300 600
AT POINT f105 PER ROS 17271
CONVERGENCE ANGLE= -00•34'32.469•
COMB. SCALE FACTOR= 0.99996244 �
NGVD 29 ELEV= 45.41' 1\0) "--
"-- Q:-"
0::
0 z
� Q_
"{-
I
I
I
I
I
I
I
APN 209-060-58
LAND PER DD1
I
I

RANCHO AGUA
I') 10 HEDIONDA
MAP 823
I
ROS 6570
. '·
,1-'J ,.in
1--11--
g g
,,,j,
"\\)
4 "'°�c., 'l,'o /
i"IV"
N ......_
�r-------�
Be-,.,, ......_
..,. ".11• ........ ........
,., 7: ........ ........

P.O.B. 8�St':s49.6o')., 1..._
PT 105 PER Qc- b0Rtl) ......_ ......_ ROS 17271 dJ:" A-- 7'5

4. ......_ ......_
N 1999466.124 "'"l'fl(/,VG's 9.B(J, ......_ ......_ ......_ E 6241021.960
'
�
PT 108 PER_/
ROS 17271
N 1999466.124
E 6241021.960
"B"
LEGEND
POR LOT 1;---
/
CARLSBAD TRACT NO.
83-36 UNIT NO. 1
MAP 11242
��
RIGHT-OF-WAY ACQUISITION {ACQ)
... � .... ,� ..... ,�__.._,...::::::!..... AREA = 844 SQ. FT., MORE OR LESS �m

TEMPORARY ACCESS EASEMENT (TCE)
r_�� AREA = 1,242 SQ. FT., MORE OR LESS
P.O.B. POINT OF BEGINNING
T.P.O.B. TRUE POINT OF BEGINNING
&, CONTROL POINT PER ROS 17271
E1 SEE EASEMENT LEGEND ON.. SHEET 2
DD1 DEED TO CAMINO CARLSBAD, LLC
REC. 2/4/2003 AS DOC. NO.
2003-0130230 O.R.

SHEET 1
OF 2 SHEETS
REVISED BY: DATE: CITY OF CARLSBAD SCALE
1· = 300'
DRAWN BY: KA DATE: 7-19-2022 EL CAMINO REAL STREET IMPROVEMENTS DOC. NO.

CHECKED BY: � DATE: 7-19-2022 APN 209-060-58
OWNER: CAMINO CARLSBAD, LLC DWG. NO.

APPROVED BY: DATE:

April 16, 2024 Item #6 Page 41 of 116
PAR. 1
'---..
• �
I
EXH IBIT •B• (SHEET 2 OF 2)
CURVE TABLE PM 17985
&(ij/,)
�r.-,iSq:,·
CURVE NO. DELTA RADIUS LENGlH
E1 C1 96"34' 45• 55.00' 9271'
C2 93"25'58· 55.00' 89.69'
PAR. 2
�olJ..:>a• ' ,,.
'' t-iV RANCHO AGUA

HEDIONDA
MAP 823.

EASEMENT LEGEND
POR. LOT "E"
APN 209-060-58
LAND PER DD1
"--
E1 A TEMPORARY CONSlRUCllON EASEMENT IN FAVOR OF lHE CITY OF CARLSBAD REC. 9/29/2000 AS DOC. NO. 2000-0523120 O.R.

E2 5' WAlER PIPELINE EASEMENT IN FAVOR OF PAUL ECKE 1/11/1954 IN BK. 5108, PG. 328 O.R.

NOTE: lHE RIGHT TO EXlEND DRAINAGE SlRUCTURES AND EXCAVATION AND EMBANKMENT SLOPES BEYOND lHE LIMITS OF lHE RIGHT OF WAY OF A COUNTY HIGHWAY GRANlED IN DEED REC. 1/5/1938 IN BK. 727, PG.441 O.R. IS NOT PLOTTABLE.

AT POINT #105 PER ROS 17271
CONVERGENCE ANGI.£= -00"34'32.469• ._I __
COMB. SCALE FACTOR= 0.99996244 O 20 NGVD 29 ELEV= 45.41' 40 80 SHEET 2 OF 2 SHEETS
REVISED BY: DATE: CITY OF CARLSBAD SCA�!
= 40'
a.:.D--RA--WN __ B
:..:,
Y_: __;_;K:..:..A ----1-D::.:..A..:.:TE.:....: 7-----19=--=20=22 =-t-
_E_L _C_A _M_IN_O_R_EA_ L_S_TR_E_E_T_I _M_P_R_OVE_M_E_N_TS --1
DOC. NO.

CHECKED BY: � DATE: 7-19-2022
APPROVED BY: DATE:

APN 209-060-58
OWNER: CAMINO CARLSBAD, LLC DWG. NO.

April 16, 2024 Item #6 Page 42 of 116

CALIFORNIA ALL- PURPOSE

CERTIFICATE OF ACKNOWLEDGMENT
A ootasy public or other officer completing this certificate verifies only the identity of the individual W'ho signed the document to which this cemricate is attached. and not the truthfulness. acruracy. or validity of that oocument }
County of �('\ \J1 e< ,o } 6
on Ht-4.✓v� V:3 J-()1-U. before me. �eJ, f\ �-�L� E�.bl, L • personally appeared f:xe.--::b 'f e..L)e../:A�o
Who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subsatbed to the within instrument and admoWledged to me that he/she/they executed the same in his/her/their authorized capaci:ly{ies). and that by his/her/their signature(s) on the instrument the person(s). or the entity upon lbehaJf of Which the person(s) acted. executed the instnunent
I certify under PENAL TY OF PERJURY under the laws of the state of Gafrfomia that the foregoing paragraph is true and correct
WITNESS-my hand and official seal
�<�-----
Nowy Pi.mlic Signature (Natiry
� Seal)
ADDITIONAL OPTIONAL INFORMATION 111upm=;!1=,=�,..:..nns,.!_..�..:

DESCR[PTION
CF THE ATTACHID DOCUMENT ifw-W s11auldl»UlflJ1ldalllllll--,..totM--.t� >t,motlur.ltrnS;miqJ,'lM��-tim'�:;;o�
•tJw'IRftlil,g'dacllllt,...,./k�'llll1Dt7blioftm�llllml')' (Tileor�m,ofallad'll!dlb:lam!rit)
(rnle or �clatladel.ioaanentccrbu!d)
Number of Pages __ DocwnentDafe. __ _
CAPACITY ClAlt,ED BY THE SIGN.ER
o ln<lviduaJ (s)
D Corporate Officer
(Tdle)
□ Partner(s)
D Attorney-in-Fact
o Trustee(s)
□ other ________ _
111111W.Nabryaas5e5.com 800-Sn.11865
�·-
• State :11111 CGIIDlymivrnatim•"111151be tile Sia! :mdiCaamy111lme tbedoam:11!1:11:
sigm(s)pl!l5Clllllllyappundbl!fmtbelKIIIIJ'pdllicu�
• D:112 aCw11iza1iw, .. msabe11Rci. dat di! si.pe[(s) p!1511Ddy� 1lmdl umstalso�l!RsamedlledR�is ••Pl'l!'We1
• 'JJl2 IIQIDy prillk ll#l!ll PfD Iris ,ar la amie as it 11111185 'R'Ulml. liis ar l:u!r mrnrnissiaofiilaa9lby a c::ammaml!11BlJUS lideo--Jpablic). • P.ci:al - �) af de► .. , .. , sir;im:00 ,mo pes-rmD.y lflP!lil" at tlle lime a! nmriz:mm
• Inditm 111e CIIIIIICt siDgp1lr er p1llnl mams by� aff inc:mmt Imm (i.e. lie'shelllileJr;- is Ila!) ardrdiagdieallll!dfml&. F.lil!Rtocam!Cllyiuilca!11iis iai-oillicn mayll!ad tD�cil' drnm..., 'til.\lld:i:ttr
• 'Ille namy -1 iqatessiw ml!it be cleu ml Iii 41 t;,yil alJy repoibillle.

IJrpPssiaD tllll5tlll1t CDIR!l"mt ar lm5. Jf !ll!lllimpn!ssim smadps. a-wl if a sumdeatln!llpemm.CICIMniseaw2ipl!b!adiffi!l'l!l.,t�fu:m. • Sipablleaft!lenamypablil:JmStmwldl.tlle sipwmiem file-ajfl tlle affit2 af CfleclDllyclllk.
♦ Acldi1ioml mfi:11 IIWlnt is JlillC Rqlliml N add IElp ID 1!D5D1! 1liis �11-11 i,;m:misusalaralladmll1Dadiflinatdornmmt
♦ llldialelideartypeafa!IX:Wcl-IPMNI, •anba"af P1r,15lillllcllli!. ♦ JDd'icde die aipacily' claiml!d. by 1he sigoel:. If tlle dwimed Cll(lKity is Ii c:.ap&'E af&a.illdicm!tle� 0-e. CB>, CFO,, Seaemy)..
• Secmel:y atr:ach 1!lis cb:WiWllb tbe sigial dociJment"llilb a� April 16, 2024 Item #6 Page 43 of 116

CALIFORNIA ALL- PURPOSE

State of California
County of San Diego
}
}
On YI '1,,-j j 1,.,� before me, Ana Alarcon, Notary Public personally appeared \(_e,.1.�V\ �( C..(, \-.\o�
e
(
ns
�
meanauue01tne0111cerJ
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal. l • � ;.._ • • • ANA ALARCON • • ' � � •� COMM. #2333444 z
� . Notary Public • California �
�\�/ San Diego County ...
�Mv Comm. Expires Sep. 14, 2024F
Notary Public Signature (Notary Public Seal)

INSTRUCTIONS FOR COMPLETING THIS FORM T
ADDITIONAL OPTIONAL INFORMATION This form complies with current California statutes regarding notary wording and, DESCRIPTION OF THE ATTACHED DOCUMENT if needed, should be completed and auached to the documen1. Acknowledgments from other slates may be completed for documents bemg sent to that state so long as the wording does not require the California notary to violate California notary law.
(Title or description of attached document)
(Titte or description of attached document continued)
Number of Pages __ Document Date ___ _

CAPACITY CLAIMED BY THE SIGNER
□ Individual (s)
□ Corporate Officer
(Title)
□ Partner(s)
□ Attorney-in-Fact
□ Trustee(s)
□ Other _________ _
www.NotaryClasses.com 800-873-9865
• State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization.
• Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. he/she/they, is /are) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible.

Impression must not cover text or lines. If seal impression smudges, re-seal if a sufficient area permits, otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of the county clerk.
❖ Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. ❖ Indicate title or type of attached document, number of pages and date. ❖ Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document with a staple.

April 16, 2024 Item #6 Page 44 of 116

CERTIFICATION OF ACCEPTANCE AND CONSENT TO

RECORDATION OF GRANT DEED
This is to certify that the interest in real property conveyed by the Grant Deed, dated June 6. 2024, from Camino Carlsbad. LLC to the City of Carlsbad, California, a charter city and government agency, for a Grant of Temporary Construction Easement is hereby accepted by the undersigned agent on behalf of the City Council of the City of Carlsbad pursuant to authority conferred by Ordinance No. NS- 422, adopted by the City Council of the City of Carlsbad on September 16, 1997, and the grantee consents to the recordation thereof by its duly authorized officer.

DATED: June 61 2024
Dep y City Clerk
(SEAL)
April 16, 2024 Item #6 Page 45 of 116

RECORDING REQUESTED FOR THE BENEFIT OF THE CITY OF CARLSBAD WHEN RECORDED MAIL TO:

City Clerk

CITY OF CARLSBAD
1200 Carlsbad Village Drive
Carlsbad, CA 92008
MAIL TAX EXEMPT STATEMENTS TO:

EXEMPT
DOC# 2024-0125200
111111111111 lllll 11111111111111111111111111111111111111111111111111111 May 17, 2024 03:36 PM

OFFICIAL RECORDS
JORDAN Z. MARKS

SAN DIEGO COUNTY RECORDER
FEES: $0.00 (SB2 Atkins: $0.00)
PAGES: 7
The undersigned grantor(s) declare(s):

SPACE ABOVE THIS LINE FOR RECORDER'S USE
Assessor 's Parcel No.: 209-090-11
Documentary transfer tax is $0.00
( ) computed on full value of property conveyed, or
( ) computed on full value less value of liens and
encumbrances remaining at time of sale.
) Unincorporated area: (x) City of Carlsbad, and
----------
Project ID: CIP 6094 ----------
Re I ate d Project ID: DWG No. 529-1
Related Project ID: _________ _
Project Name: El Camino Real
Widening from Sunny Creek Rd to
Jackspar Dr.

GRANT OF TEMPORARY CONSTRUCTION EASEMENT
• FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Sunny Creek Development Partners LP
the owner of real property described herein located in the City of Carlsbad, San Diego County, California hereby GRANTS to City of Carlsbad, a Municipal Corporation ("Grantee") the following described real property in the City of Carlsbad, County of San Diego, State of California: This TEMPORARY CONSTRUCTION EASEMENT is for the purpose of constructing the El Camino Real Widening Project, a public project {the "Project"), and gives City, its successors and assigns, including City's contractor(s), the power to perform all activities necessary for the construction and completion of the Project, inclusive of ingress and egress, and necessary appurtenances thereto, in, over, across, along, through and under the Property and incidents thereto, within the bounds of said easement as described in Exhibit "A", consisting of two (2) pages, attached hereto and made a part hereof, and Exhibit "B" consisting of two (2) pages is attached hereto for clarity only.

It is understood that said TEMPORARY CONSTRUCTION EASEMENT shall expire on January 31, 2026, or completion of the project, whichever occurs first. At the expiration of the Temporary Construction Easement, City shall restore the easement area to a condition substantially the same condition as existed before construction to the extent feasible, unless otherwise agreed to by the Grantor. (SIGNATURES ON FOLLOWING PAGE)
April 16, 2024 Item #6 Page 46 of 116
DATED:

OWNER: SUNNY CREEK DEVELOPMENT
PARTNERS LP, a Delaware limited partnership
By:

By:

Sunny Creek Developments, Inc.,
General Partner
(NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY OWNER(S)
MUST BE ATTACHED.)
�

NOTE THAT THE PRESIDENT OR VICE-PRESIDENT AND THE
� �

SECRETARY OR ASSISTANT SECRETARY MUST SIGN FOR
CORPORATE EXECUTIONS OF THIS DOCUMENT. ALTERNATELY
-��!!!!��!....!.,g
'....:
n�li!Jel!l1�e�!!'!!!!!!!..,_______ A TRUE COPY OF A RESOLUTION OF THE BOARD OF DIRECTORS

THAT IS SIGNED BY THE SECRETARY OR ASSISTANT
...- LI
s

SECRETARY OF THE CORPORATION, UNDER CORPORATE SEAL
_ _..,,....l...., �---�-..._,�.-trr-'-_,,,.,.,1A,,__...,AJ-7'l_�_..,..i....____ SPECIFICALLY EMPOWERING THE INDIVIDUAL SIGNED IN 7Prinf Namef-lere) BEHALF OF THE CORPORATION WILL SHOW SUFFICIENT AUTHORliY OF SAID INDIVIDUAL TO ACT IN THIS MATTER.
c:.. ... ,� -� e-�,..,,..11#,A--..-
�I� IT IS RECOMMENDED THAT, PRIOR TO THE EXECUTION OF THIS • EASEMENT, THE PARTIES CONSULT WITH THEIR ATTORNEYS
WITH RESPECT THERETO.

April 16, 2024 Item #6 Page 47 of 116
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validitv of that document.

STATE OF CALIFORNIA
COUNTY OF ()��'

ACKNOWLEDGEMENT
On '2-0 '},,,O?., JllMl� Co-olc._ , Notary
Public, persona y appeared _ _,.lo,L..IL.J.+L"--!.L..> ............ ...u<.:=<L..l.l....L.:'4------------' who proved to me on the basis of satisfactory evidence to be the person ) whose nam�s)j§/are subscribed to the within instrument and acknowledged to me that .!:l§ishe/they executed the same in his/her/their authorized capacity(i� and that by his/her/their signature{g) on the instrument the persori'(lf, or the �ntity upon behalf o(wh.ich the person�acted, executed the instrument.

I certify under penalty of perjury under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Sig nature -�9-14h,"'-'dM�L€6,,,,.,J�C�c6:::::.:k=-=- (Seal) JAMIE COOKE COMM. #2335041 I Notary Public • California 0 Od.9,2DIN
April 16, 2024 Item #6 Page 48 of 116
EXHIBIT "A"

TEMPORARY CONSTRUCTION EASEMENT
APN 209-090-11
THAT PORTION OF LOT 11 OF CARLSBAD TRACT NO. 83-36 UNIT NO. 1,

SYCAMORE CREEK IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 11242, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON MAY 23, 1985, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A BRASS DISC STAMPED "LS 6215" SHOWN AS POINT NO. 105 ACCORDING TO RECORD OF SURVEY MAP NO. 17271 FILED IN THE OFFICE OF THE COUNTY RECORDER ON FEBRUARY 8, 2002 WHICH BEARS NORTH 68°14'31" WEST 7549.60 FEET FROM A BRASS DISC STAMPED "LS 6215" SHOWN AS POINT NO. 108 ACCORDING TO SAID RECORD OF SURVEY MAP; THENCE SOUTH 66°25'58" EAST 3994.51 FEET TO THE SOUTHWEST CORNER OF SAID LOT 11 OF CARLSBAD TRACT NO. 83-36 UNIT NO. 1, SYCAMORE CREEK IN THE CITY OF CARLSBAD, SAID POINT BEING THE TRUE POINT OF BEGINNING;

1. THENCE ALONG THE SOUTHWEST LINE OF SAID LOT 11 SOUTH 52°31'09" EAST 203.11 FEET;

2. THENCE LEAVING SAID SOUTHWEST LINE NORTH 38°01'01" EAST 12.24 FEET;

3. THENCE NORTH 53°18'33" WEST 164.98 FEET;

4. THENCE NORTH 00°05'49" EAST 37.23 FEET;

5. THENCE NORTH 10°16'09" EAST 10.75 FEET;

6. THENCE NORTH 79°43'51" WEST 29.78 FEET TO THE WESTERLY LINE OF SAID LOT 11;

7. THENCE ALONG SAID WESTERLY LINE SOUTH 13°33'45" WEST 38.83 FEET TO THE TRUE POINT OF BEGINNING.

AREA= 3,449 SQUARE FEET, MORE OR LESS (BASED ON GROUND DISTANCES).

SEE EXHIBIT "B'' ATTACHED AND BY REFERENCE MADE A PART HEREOF.

EXHIBIT
AT POINT #105 PER ROS 17271
CONVERGENCE ANGLE= -00"34'32.469•
COMB. SCALE FACTOR= 0.99996244
/ NGVD 29 ELEV= 45.41'
LEGEND

RANCHO AGUA

HEDIONDA
MAP 823
POR. LOT "B"
V / //1

TEMPORARY CONSTRUCTION EASEMENT
._ _ _.,__ _ _L._ _ _,,__ _ __. AREA = 3,449 SQ. FT., MORE OR LESS P.O.B. POINT OF BEGINNING
T.P.O.B. TRUE POINT OF BEGINNING
&, CONTROL POINT PER ROS 17271
E1 SEE EASEMENT LEGEND ON SHEET 2
"B" f---
---- ----
CARLSBAD TRACT NO.

N 83-36 UNIT NO. 1
1- MAP 11242w w :c
LOT 11
APN 209-090-11
SHEET 1 OF 2 SHEETS
RE\11SED BY: DA TE: CITY OF CARLSBAD SCA��
= 300'
I-DR _A_WN _B:....Y:_.:.:.:.KA�-----1....:.D __ A TE�:....:.7:....-2=2:....-2=0=22 :.J-
_E_L_CA_ M_I _NO_R_E _A _L_ S_TR_EE_T_IM.:.;...P.:..:.R...::..O.:..:.VE=.M:..:..:E::...N:....:..T-=-S ---4 DOC. NO.

CHECKED BY: � DATE: 7-22-2022
APPROVED BY: DATE:

APN 209-090-11
OWNER: WAL-MART STORES, INC. DW G. NO.

April 16, 2024 Item #6 Page 50 of 116 Q:
0 z
Cl
Q: (!)
n
,CX)
V> u u
0 EXHIBIT "B" (SHEET 2 OF 2)

EASEMENT LEGEND
E1 50' ROAD AND UTIUlY EASEMENT IN FAVOR OF lHE RECORD OWNERS OF All. PORTIONS OF LOT .B. REC. 7/15/1959 IN BK. n11, PG. 17 O.R. AND REC. 4/30/1969 AS INST. NO. 74570 O.R.

NOTE: lHE RIGHTS TO USE ALL ROADS AND RIGHTS OF WAY TOGElHER WllH lHE RIGHT AND EASEMENT TO INSTALL POLES, WIRES, PIPES, OR SIMILAR

STRUCTURES ALONG SAID RIGHTS OF WAY IN FAVOR OF EDWARD KELLY, JAMES KELLY, ROBERT S. KELLY, ALICE K. MORRISON, AND UWE KELLY ORTEGA, AND lHEIR RESPECTIVE SUCCESSORS AND ASSIGNS REC. (
29/1936 IN BK. 541, PG. 244 O.R. IS NOT PLOTTABL£
RANCHO

AGUA HEDIONDA
MAP 823
POR. LOT "B"
N 79•43•�1• W
,29.78'
E1 /

CARLSBAD
TRACT NO.
83-36
UNIT NO. 1
MAP 11242
LOT 11
:t
�
I
-J§' AT POINT #105 PER ROS 17271
!:Y CONVERGENCE ANGLE= -00"34'32.469•
# COMB. SCALE FACTOR= 0.99996244
G NGVD 29 ELEV= 45.41'
20 40 80
APN 209-090-11
SHEET 2 OF 2 SHEETS
Rrnsrn BY: DA TE: CITY OF CARLSBAD SCA��
= 40,
a::..DR __ A_WN_B_Y:_--KA_�_D_A TE..::..: __ 7_-2=.:2 __ -2:.:.0=22:....r-_E_L_ CA_M_I_NO_R_E_A_L_S_TR_EE_T _IM _P_R_O_VE_M_E_N_TS ---, DOC. NO.

CHECKED BY: JR DATE: 7-22-2022
APPROVED BY: DA TE:

APN 209-090-11
OWNER: WAL-MART STORES, INC. DWG. NO.

April 16, 2024
Item #6 Page 51 of 116

CERTIFICATION FOR ACCEPTANCE OF DEED OF EASEMENT
This is to certify that the interest in real property conveyed by the Grant Deed, dated May 9, 2024, from Sunny Creek Development Partners LP, to the City of Carlsbad, a Municipal Corporation, for a GRANT OF TEMPORARY CONSTRUCTION EASEMENT, is hereby accepted by the City Council of the City of Carlsbad, California, a Municipal Corporation, pursuant to Ordinance No. NS-422, adopted on September 16, 1997, and the grantee consents to the recordation thereof by its duly authorized officer.

DATED: May 9, 2024
Ana Marie Alarcon, CMC
Deputy City Clerk
(SEAL)
April 16, 2024 Item #6 Page 52 of 116
DocuSign Envelope ID: 63A755D8-1C8D-48DA-BB18-57CAEBDD5AA3 _ ktt � Gt\ M �' D

AGREEMENT OFPURCHASE AND SALE
TIDS AGREEMENT OF PURCHASE AND SALE (this "Agreement") is made and entered into as of this March 14, 2024, between CAMINO CARLSBAD, LLC, a California limited liability company ("Seller"), and THE CITY OF CARLSBAD, a California municipal corporation ("Buyer") with reference to the following facts:

A. • Seller is the owner of the Property, as hereinafter defined.

B. Buyer desires to purchase the Property from Seller and Seller desires to sell the Property to Buyer on the terms and conditions set forth in this Agreement.

NOW, THEREFORE, IN CONSIDERATION of the foregoing and the mutual covenants and agreements set forth in this Agreement, Seller and Buyer agree as follows:

ARTICLE I

PROPERTY

1.1 Conveyance of Property. Seller hereby agrees to sell to Buyer, and Buyer hereby agrees to purchase from Seller, subject to the terms and conditions set forth in this Agreement, all of Seller's right, title and interest in and to the following:
(a) Land. Approximately 844 square feet of land for a grant deed easement and 1,242 square feet of land for a temporary construction easement both of which are located near the intersection of Rancho Carlsbad Drive and El Camino Real in Carlsbad, California 92010 described in Exhibit "A", with Assessor's Parcel Number 209-060-58 (the "Property");

ARTICLE IT

PURCHASE PRICE

2.1 Purchase Price. Buyer shall pay to Seller the purchase price of nineteen thousand six hundred twenty-five dollars ($19,625.00) for the grant deed easement and one thousand seven hundred ten dollars ($1,710.00) for the temporary construction easement, for a combined total of twenty-one thousand three hundred thirty-five dollars ($21,335.00) ("Purchase Price").

2.2 Payment of Purchase Price. Buyer shall pay Seller the Purchase Price by check or cashier's check on the Closing Date (defined in Section 4.1 below).

ARTICLE ill

CONVEYANCE OF TITLE TO PROPERTY

3.1 Real Property. On the Closing Date (defined in Section 4.1), Seller shall (i) convey fee title to the Real Property to Buyer, by duly executed and acknowledged grant deed substantially in the form of Exhibit "B" hereto (the "Deed"); and (ii) grant to Buyer a temporary construction easement by duly executed and acknowledged temporary construction easement agreement in the form of Exhibit "C" hereto (the "Temporary Construction Easement Agreement"). Seller

Page 1 ends

4857-0885-5461.8
April 16, 2024 Item #6 Page 53 of 116
DocuSign Envelope ID: 63A755D8-1C8D-48DA-BB18-57CAEBDDSAA3 agrees to convey the Real Property to Buyer free of financial encumbrances caused by Seller, other than the lien of non-delinquent real property taxes and special assessments.

ARTICLE IV

CLOSING

4.1 Closing. The closing hereunder ("Closing") shall mean the date when Seller receives the Purchase Price (the "Closing Date"), which shall occur no later than [City to insert outside date], 2024.

If either party has complied with the terms and conditions of this Agreement as of the Closing Date and the other party is not in a position to close, the party not in a position to close shall be in material breach of this Agreement and this Agreement may be terminated by the non defaulting party. Except as set forth herein, the Closing Date may not be extended without the written approval of both Seller and Buyer.

4.2 Delivery by Seller. Not less than one (1) business day before the Closing Date, Seller shall deposit with Buyer the following:
(1) The Deed and the Temporary Construction Easement Agreement, each duly executed and acknowledged by Seller, in recordable form, and ready for recordation on the Closing Date;
(2) Any other documents as may be necessary or appropriate to convey the Property in accordance with this Agreement; and

4.3 Delivery by Buyer. On or before the Closing Date, Buyer shall send to Seller:
(1) The Purchase Price, paid in the form of a check or cashier's check; (2) Proof of Buyer's authority and authorization to enter into and perform under this Agreement as described in a certified copy of the City Council Resolution authorizing the Mayor to execute this Agreement; and
(3) Any other documents as may be necessary or appropriate to convey the Property in accordance with this Agreement.

4.4 Recording by Buyer. On (and not prior to) the Closing Date, Buyer shall record the Deed, with the Certificate of Acceptance, and the Temporary Construction Easement Agreement, with the San Diego County Recorder's Office and shall mail Seller a copy of the recorded Deed and Temporary Construction Easement Agreement within ten (10) business days after recordation.

Page 2 ends

4857-0885-546 J .8
April 16, 2024 Item #6 Page 54 of 116
DocuSign Envelope ID: 63A755D8-1C8D-48DA-BB18-57CAEBDD5M3

ARTICLE V

REPRESENTATIONS AND WARRANTIES

5.1 Representations and Warranties of Seller. As a material inducement to Buyer to enter into this Agreement, Seller hereby represents and warrants to and agrees with Buyer as follows:
(a) Organization; Authority. The entity making up the Seller is a California limited liability company and has the full right, power and authority to enter into this Agreement, and has taken all action necessary to consummate the transactions contemplated hereby.
(b) Litigation. To Seller's actual knowledge, there are no actions, suits, proceedings, judgments, arbitration, orders, decrees pending, or other legal or administrative suit against Seller or the Property that would materially or adversely affect the use or operation of the Property, or Seller's ability to perform its obligations under the Agreement or the documents to be executed in connection herewith.
(c) No Bankruptcy. Seller has not (i) made a general assignment for the benefit of creditors, (ii) filed any voluntary petition in bankruptcy or suffered the filing of an involuntary petition by Seller's creditors, (iii) suffered the appointment of a receiver to take possession of all or substantially all of Seller's assets, (iv) suffered the attachment or other judicial seizure of all, or substantially all, of Seller's assets, (v) admitted in writing its inability to pay its debts as they come due, or (vi)
made an offer of settlement, extension or composition to its creditors generally. (d) Property Taxes and Assessments. All real estate and personal property taxes and assessments attributable to the Easement Area will be prorated at Closing. Seller is obligated to pay any property taxes and assessments attributable to the Easement Area to the Closing Date.

Buyer shall pay all property taxes and assessments attributable to the Easement Area from and after the Closing Date. Buyer shall receive title free and clear of financial liens and financial encumbrances caused by Seller, other than the lien of non-delinquent real property taxes and special assessments.

5.2 Representations and Warranties of Buyer. As a material inducement to Seller to enter into this Agreement, Buyer hereby represents and warrants to and agrees with Seller as follows:
(a) Organization. Buyer is a chartered municipal corporation duly formed, validly existing under the laws of the State of California and has the full right, power and authority to enter into this Agreement, and has taken all action necessary to consummate the transactions contemplated by this Agreement.
(b) Authority to Bind. This Agreement and all documents executed by Buyer which will be delivered to Seller at or prior to the Closing are, or at the time of Closing will be: (i) duly authorized, executed, and delivered by Buyer, (ii) legal, valid and binding obligations of Buyer enforceable in accordance with their terms. This Agreement and all documents executed by Buyer which will be delivered to Seller at or prior to the Closing do not, or at the time of Closing will Page
3 of25
4857-0885-5461.8
April 16, 2024 Item #6 Page 55 of 116
DocuSign Envelope ID: 63A 75508-1C8D-48DA-BB18-57CAEBDD5AA3 not, violate any provisions of any agreement or judicial order to which Buyer is a party or to which Buyer is subject.
(c) No Bankruptcy. Buyer has not (i) made a general assignment for the benefit of creditors, (ii) filed any voluntary petition in bankruptcy or suffered the filing of an involuntary petition by Buyer's creditors, (iii) suffered the appointment of a receiver to take possession of all or substantially all of Buyer's assets, (iv) suffered the attachment or other judicial seizure of all, or substantially all, of Buyer's assets, (v) admitted in writing its inability to pay its debts as they come due, or (vi) made an offer of settlement, extension or composition to its creditors generally.

5.3 No other Representations or Warranties. Except for those representations and warranties expressly set forth in this Agreement, the parties understand and acknowledge that no person acting on behalf of Seller is authorized to make, and by execution hereof Buyer acknowledges that no person has made, any representation, agreement, statement, warranty, guaranty or promise regarding the Property or the transaction contemplated herein, or regarding the zoning, construction, development, physical or environmental condition or other status of the Property.

ARTICLE VI
ACCEPTANCE OF PROPERTY AS IS, WHERE IS; RELEASE

BUYER ACKNOWLEDGES THAT IT IS A SOPHISTICATED AND EXPERIENCED PURCHASER OF REAL PROPERTY.ACCORDINGLY, NOTWITHSTANDING ANYTHING

TO THE CONTRARY CONTAINED IN THIS AGREEMENT OR ANY EXHIBIT ATTACHED

HERETO, BUYER ACKNOWLEDGES AND AGREES THAT BUYER WILL BE

CONCLUDING THE PURCHASE OF THE PROPERTY BASED SOLELY UPON SELLER'S EXPRESS REPRESENTATIONS SET FORTH IN SECTION 5.1 ABOVE AND BUYER'S

INSPECTION AND INVESTIGATION OF THE PROPERTY AND THAT BUYER WILL BE PURCHASING THE PROPERTY ON AN "AS IS, WHERE IS" BASIS, WITH ALL FAULTS, LA TENT AND PATENT. WiTHOUT LIMITING THE GENERALITY OF THE FOREGOING,

BUYER ACKNOWLEDGES AND AGREES THAT SELLER HAS NOT MADE, IS NOT

HEREBY MAKING AND SELLER HEREBY EXPRESSLY DISCLAIMS AND NEGATES

ANY REPRESENTATIONS OR WARRANTIES OF ANY KIND WHATSOEVER, EITHER EXPRESS OR IMPLIED, EXCEPT THOSE EXPRESSLY CONTAINED IN SECTION 5.1 OF nns AGREEMENT, ON WIDCH BUYER IS REL YING AS TO ANY MATTER

CONCERNING THE PROPERTY, INCLUDING, WITHOUT LIMITATION, MATTERS

RELATING TO THE ZONING, LAND USE OR OTHER ENTITLEMENTS, THE

ENVIRONMENTAL CONDITION OF THE PROPERTY, THE EXISTENCE OF NATURAL

HAZARDS, MOLD, AND/OR SOILS, SEISMIC, GEOTECHNICAL AND/OR OTHER

MATTERS RELATING TO T
H

E CONDITION OF THE PROPERTY, AND MATTERS

RELATED TO THE COMPLIANCE OF THE PROPERTY WITH APPLICABLE LAWS,

ORDINANCES AND REGULATIONS, INCLUDING, WITHOUT LIMITATION, THE AMERICANS WITH DISABILITIES ACT. BUYER ACKNOWLEDGES AND AGREES

THAT (A) ANY INFORMATION PROVIDED OR TO BE PROVIDED WITH RESPECT TO

THE PROPERTY BY OR ON BEHALF OF SELLER, WERE OBTAINED FROM AV ARIETY OF SOURCES, ffi) SELLER HAS NOT MADE ANY INDEPENDENT INVESTIGATION OR

Page 4 ends

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April 16, 2024 Item #6 Page 56 of 116
DocuSign Envelope ID: 63A755D8-1C8D-48DA-BB18-57CAEBDDSAA3 VERIFICATION OF SUCH INFORMATION, (C_) ALL SUCH INFORMATION HAS BEEN

AND SHALL BE PROVIDED SOLELY AS AN ACCOMMODATION TO BUYER, AND

SELLER MAKES NO REPRESENTATIONS OR WARRANTIES AS TO THE ACCURACY

OR COMPLETENESS OF SUCH INFORMATION, AND (D) SELLER IS NOT, AND SHALL

NOT BE, LIABLE OR BOUND IN ANY MANNER BY ANY VERBAL OR WRITTEN

STATEMENT, REPRESENTATION OR INFORMATION PERTAINING TO THE

PROPERTY, OR THE OPERATION OR CONDITION THEREOF, FURNISHED BY OR ON

BEHALF OF SELLER OR ANY CONSULTANT, ADVISOR, ATTORNEY, REAL ESTATE

BROKER, CONTRACTOR, AGENT, EMPLOYEE, SERVANT OR OTHER PERSON,

EXCEPT FOR T
HE EXPRESS REPRESENTATIONS MADE SELLER IN SECTION 5.1
ABOVE.

EFFECTIVE UPON CLOSING, BUYER HEREBY UNCONDITIONALLY AND

IRREVOCABLY WAIVES AND RELEASES ANY AND ALL ACTUAL OR POTENTIAL

CLAIMS, DAMAGES, CAUSES OF ACTION, DEMANDS OR RIGHTS AGAINST SELLER,

DIRECT OR INDIRECT, KNOWN

OR UNKNOWN, FORESEEN OR UNFORESEEN, THAT

IT NOW HAS OR THAT MAY ARISE IN THE FUTURE BECAUSE OF OR IN ANY WAY

GROWING OUT OF OR CONNECTED WITH THIS AGREEMENT AND THE PROPERTY, INCLUDING, WITHOUT LIMITATION, (i) THE CONDITION OF THE PROPERTY (ii) ANY

CONDITION OF ENVIRONMENTAL CONTAMINATION OR POLLUTION AT THE

PROPERTY, HOWEVER AND WHENEVER OCCURRING, INCLUDING WITHOUT

LIMITATION, T
H

E CONTAMINATION OR POLLUTION OF ANY SOILS, SUBSOIL

MEDIA, SURFACE WATERS AND GROUNDWATERS AT THE PROPERTY, PETROLEUM PRODUCTS, ASBESTOS, LEAD-BASED PAINT, MOLD, AND FUNGI; (iii) TO THE EXTENT NOT ALREADY INCLUDED IN (ii) ABOVE, THE PRIOR, PRESENT OR FUTURE

EXISTENCE, RELEASE OR DISCHARGE, OR THREATENED RELEASE, OF ANY

HAZARDOUS MATERIALS AT THE PROPERTY, HOWEVER AND WHENEVER OCCURRING; (iv) THE VIOLATION OF, OR NON-COMPLIANCE WITH, ANY

APPLICABLE LAWS, INCLUDING, WITHOUT LIMITATION ENVIRONMENTAL LAWS,

NOW OR HEREAFTER IN EFFECT, HOWEVER OR WHENEVER OCCURRING (COLLECTIVELY, "CLAIMS"), EXCEPT (A) SELLER'S BREACH OF THE REPRESENTATIONS AND WARRANTIES EXPRESSLY CONTAINED IN SECTION 5.1 OF

THIS AGREEMENT, AND (B) SELLER'S BREACH OF ANY COVENANT OR OTHER

OBLIGATION CONTAINED IN THIS AGREEM
E

NT WHICH EXPRESSLY SURVIVE THE
CLOSING. AS USED HEREIN, "SELLER PARTIES" SHALL INCLUDE

SELLER AND

EVERY ENTITY AFFILIATED WITH SELLER AND ALL OF ITS AND THEIR

RESPECTIVE PARTNERS, MEMBERS, OFFICERS, DIRECTORS, SHAREHOLDERS,

EMPLOYEES, AGENTS, ATTORNEYS AND INDEPENDENT CONTRACTORS AND THE SUCCESSOR OF EACH AND EVERY ONE OF THEM.

AS PART OF THE PROVISIONS OF THIS SECTION, BUT NOT AS A LIMITATION

THEREON, BUYER HEREBY EXPRESSLY WAIVES ITS RIGHTS GRANTED UNDER CALIFORNIA CIVIL CODE SECTION 1542, AND ANY OTHER PROVISION OF LAW

THAT PROVIDES A GENERAL RELEASE DOES NOT EXTEND TO CLAIMS THAT

BUYER DOES NOT KNOW OR SUSPECT TO EXIST IN ITS FAVOR AT THE EXECUTION

DATE, WHICH IF KNOWN BY IT MUST HA VE MATERIALLY AFFECTED ITS

Page 5 ends

4857-0885-5461.8
April 16, 2024 Item #6 Page 57 of 116
DocuSign Envelope ID: 63A755D8-1C8D-48DA-BB18-57CAEBDD5AA3 AGREEMENT TO RELEASE SELLER. THE PROVISIONS OF THIS ARTICLE ARE

MATERIAL AND INCLUDED AS A MATERIAL PORTION OF THE CONSIDERATION

GIVEN TO SELLER BY BUYER IN EXCHANGE FOR SELLER'S PERFORMANCE HEREUNDER. SELLER AND BUYER HAVE EACH INITIALED THIS ARTICLE TO

FURTHER INDICATE THEIR AWARENESS AND ACCEPTANCE OF EACH AND EVERY PROVISION OF THIS ARTicL1 vl,�
BUYER'S INITIALS: __._VV_"__ SELLER'S INITIALS: fJf
THE PROVISIONS OF THIS ARTICLE VI SHALL SURVIVE THE CLOSING.

ARTICLE VII

RELEASE
RELEASE. BUYER, AS BUYER UNDER THIS AGREEMENT, MADE BY AND

BETWEEN SELLER AND BUYER HEREBY GENERALLY RELEASES AND DISCHARGES

SELLER AND ALL OF ITS OFFICERS, DIRECTORS, SHAREHOLDERS, AGENTS,

REPRESENTATIVES, EMPLOYEES AND ATTORNEYS, BOTH PRESENT AND PAST, OF

AND FROM ANY AND ALL CLAIMS, DEBTS, LIABILITIES, OBLIGATIONS, AND

CAUSES OF ACTION OF ANY KIND OR NATURE, WHETHER KNOWN OR UNKNOWN,

BASED ON, ARISING OUT OF, OR CONNECTED WITH, EITHER DIRECTLY OR

INDIRECTLY, T

HE PROPERTY, OR TO ANY LANDLORD/TENANT RELATIONSHIP
BETWEEN BUYER AND SELLER. THIS GENERAL RELEASE SHALL BE GOVERNED BY

THE LAWS OF THE STATE OF CALIFORNIA, AND THE UNDERSIGNED BUYER

HEREBY WAIVES ANY AND ALL RIGHTS IT MAY HA VE UNDER THE PROVISIONS OF SECTION 1542 OF THE CIVIL CODE OF THE STATE OF CALIFORNIA, AS NOW

WORDED AND AS HEREAFTER AMENDED, WHICH SECTION PRESENTLY READS AS FOLLOWS:

A GENERAL RELEASE DOES NOT EXTEND TO CLAIMS THAT THE CREDITOR

OR RELEASING PARTY DOES NOT KNOW OR SUSPECT TO EXIST IN HIS OR HER

FAVOR AT THE TIME OF EXECUTING THE RELEASE, WHICH IF KNOWN BY HIM OR

HER WOULD HA VE MATERIALLY AFFECTED HIS OR HER SETTLEMENT WITH THE DEBTOR OR RELEASED PARTY.

IT IS UNDERSTOOD BY THE UNDERSIGNED BUYER THAT THE FACTS WITH RESPECT TO WHICH THIS GENERAL RELEASE rs GIVEN MA y HEREAFTER TURN

OUT TO BE OTHER THAN OR DIFFERENT FROM THE FACTS IN THAT CONNECTION

NOW KNOWN TO IT OR BELIEVED BY IT TO BE TRUE, AND IT THEREFORE

EXPRESSLY ASSUMES THE RISK OF THE FACTS TURNING OUT TO BE SO DIFFERENT

AND AGREES THAT THE FOREGOING GENERAL RELEASE SHALL BE IN ALL

RESPECTS EFFECTIVE AND NOT SUBJECT TO TERMINATION OR RESCISSION BY ANY SUCH DIFFERENCE IN FACTS. THIS GENERAL RELEASE SHALL BIND ALL

PERSONS OR BUSINESS ENTITIES CLAIMING ANY RIGHTS UNDER OR T
HROUGH
BUYER WHETHER AS STOCKHOLDERS OR OTHERWISE.

Page 6 ends

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April 16, 2024 Item #6 Page 58 of 116
DocuSign Envelope ID: 63A755D8-1C8D-48DA-BB18-57CAEBDD5AA3 THE PROVISIONS OF TIDS ARTICLE VII SHALL SURVIVE THE CLOSING.

ARTICLE VIII

ADMINISTRATIVE PROVISIONS

8.1 Notices. Any notice or other communication required or permitted to be given under this Agreement shall be in writing and seqt by United States mail, registered or certified mail, postage prepaid, return receipt requested, or by facsimile, or by personal delivery (by overnight courier or otherwise), and addressed as follows:

If to Seller:

Ifto Buyer:

Camino Carlsbad, LLC
Attn: Brett Feuerstein
9968 Hibert Street, Suite 200
San Diego, CA 92131
Email: [email protected]
Fax No. (858) 271-5161
City of Carlsbad
Real Estate Manager
Attn: Curtis M. Jackson
3096 Harding Street
Carlsbad, CA 92008
If such notices are sent by personal delivery (by overnight courier or otherwise), such notices, including notices of change of address for either party, or other communications shall be deemed delivered upon delivery. If sent by United States mail, registered or certified mail, postage prepaid, return receipt requested, such notices or other communications shall be deemed delivered upon delivery or refusal to accept delivery as indicated on the return receipt.

8.2 Brokers and Finders. In connection with the transactions contemplated by this Agreement (a) Seller hereby represents and warrants to Buyer that Seller has not, and shall not, incur any obligation to any third party for the payment of any broker's fee, finder's fee, commission or other similar compensation, and (b) Buyer hereby represents and warrants to Seller that Buyer has not, and shall not, incur any obligation to any broker or third party for the payment of any broker's fee, finder's fee, commission or other similar compensation. In the event of a claim for any broker's fee, finder's fee, commission or other similar compensation in connection herewith, Buyer, if such claim is based upon any agreement alleged to have been made by Buyer, hereby agrees to indemnify and hold Seller harmless from and against any and all liability, loss, cost, damage and/or expense (including, without limitation, reasonable attorneys' fees and expenses) which Seller may sustain or incur by reason of such claim, and Seller, if such claim is based upon any agreement alleged to have been made by Seller, hereby agrees to indemnify and hold Buyer harmless from and against any and all liability, loss, cost, damage and/or expense (including, without limitation, reasonable attorneys' fees and expense) which Buyer may sustain or incur by

Page 7 ends

4857-0885-5461.8
April 16, 2024 Item #6 Page 59 of 116
DocuSign Envelope ID: 63A755D8-1C8D-48DA-8818-57CAEBDD5AA3 reason of such claim. The provisions of this Section shall survive the execution and delivery ( or termination) of this Agreement, the delivery of the Deed and the transfer of title.

8.3 Successors and Assigns. This Agreement shall be binding upon, and inure to the benefit of, the parties hereto and their respective successors, heirs, administrators and assigns, except that neither Buyer's nor Seller's interests under this A 0 greement may be assigned,
encumbered or otherwise transferred whether voluntarily, involuntarily, by operation of law or otherwise, without the prior written consent of the other party which will not be unreasonably withheld or delayed.

Notwithstanding the foregoing, (i) Buyer shall have the right to assign its rights under this Agreement to any entity controlled by or under common controi (directly or indirectly) with Buyer which assumes Buyer's obligations hereunder in writing, provided, however, in no event shall Buyer's assignment of this Agreement relieve Buyer of any obligations under this Agreement, and (ii) Buyer and Seller shall have the right to assign its rights under this Agreement in connection with any tax deferred exchange under Internal Revenue Code Section 1031, provided, however, that in no event shall any such assignment of this Agreement relieve Buyer or Seller, as applicable, of any obligations under this Agreement.

8.4 Amendments, This Agreement may be amended or modified only by a written instrument executed by all of the parties hereto.

8.5 Continuation and Survival • of Representations and Warranties. All representations and warranties by the parties
contained in this Agreement or made in writing
pursuant to this Agreement are intended to and shall remain true and correct as of the time of Closing, shall be deemed to be material, and shall survive the execution and delivery of this Agreement, the delivery of the Deed and transfer of title for a period of one hundred eighty (180) days following the Closing Date (the "Survival Period"). No claim for a breach of any representation or warranty of Seller will be actionable or payable if (i) Buyer does not notify Seller in writing of such breach and commence a "legal action" thereon within the Survival Period, or (ii) the breach in question results from or is based on a condition, state of facts or other matter which was actually known to Buyer prior to Closing.

8.6 Interpretation. Whenever used herein, the term "including" shall be deemed to be followed by the words "without limitation". Words used in the singular number shall include the plural, and vice versa, and any gender shall be deemed to include each other gender. The captions and headings of the Articles and Sections of this Agreement are for convenience of reference only, and shall not be deemed to define or limit the provisions hereof.

8.7 Governing Law. This Agreement shall be governed by and construed in accordance with the laws of the State of California, with venue in San Diego County, California.

Any action at law or in equity brought by either of the parties for the purpose of enforcing a right or rights provided for by this Agreement will be tried in a court of competent jurisdiction in the County of San Diego, State of California, and the parties waive all provisions of law providing for a change of venue in these proceedings to any other county.

Page 8 ends

4857-0885-5461.8
April 16, 2024 Item #6 Page 60 of 116
DocuSign Envelope ID: 63A755D8-1C8D-48DA-BB18-57CAEBDD5AA3

8.8 Merger of Prior Agreements. This Agreement, including the exhibits hereto, constitutes the entire agreement between the parties with respect to the transaction contemplated hereby and supersedes all prior agreements and understandings between the parties hereto relating to the subject matter hereof.

8.9 Time of the Essence. Time is of the essence of this Agreement.

8.10 Election of Remedies. Except as otherwise provided in this Agreement, no right or remedy conferred upon Buyer or Seller in this Agreement is intended to be exclusive of any other right or remedy contained herein _or now or hereafter available to Buyer or Seller at law or in equity, and every such right and remedy shall be cumulative and shall be in addition to every other right or remedy contained in this Agreement or now or hereafter available to Buyer or Seller at law or in equity. The provisions of this Section 8.10 shall survive the Closing or the earlier termination of this Agreement.

8.11 Authority. The parties signing below represent and warrant that they have the requisite authority to bind the entities on whose behalf they are signing.

8.12 Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be deemed an original, and all of which shall constitute one and the same instrument.

8.13 No Third Parties Benefited. This Agreement is made and entered into for the benefit of Seller and Buyer, their successors and permitted assigns, and no other person or entity shall have any rights hereunder.

8.14 Severability. The invalidity or unenforceability of any one or more of the provisions of this Agreement shall not affect the validity of enforceability of any of the other provisions of this Agreement.

8.15 Exhibits and Schedules. The exhibits and schedules attached to this Agreement are hereby incorporated by reference.

BALANCE OF THIS PAGE INTENTIONALLY LEFT BLANK
Page9 of25
4857-0885-546 l .8
April 16, 2024 Item #6 Page 61 of 116
DocuSign Envelope ID: 63A755D8-1C8D-48DA-BB18-57CAEBDD5AA3 IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the Effective Date.

Seller:

Buyer:

Approved
as to Form:
4857-0885-546 I .8

CAMINO CARLSBAD, LLC,
a California limited liability company
By; tnH F WU"'/uLtv
Brett Feuerstein,
Managing Member
a Californi
1 By: ___________________ _
Keith Blackbum,
Mayor
CINDIE K. MCMAHON, City Attorney
By: btl,\A, ��
Assistant City Attorney
April 16, 2024 Item #6 Page 62 of 116
DocuSign Envelope ID: 63A755D8-1C8D-48DA-BB18-57CAEBDD5AA3 A: Legal Description of Property
B: Form of Deed

LIST OF EXHIBITS
C: Form of Temporary Construction Easement
4857-0885-5461.8
April 16, 2024 Item #6 Page 63 of 116
DocuSign Envelope ID: 63A755D8-1 C8D-48DA-BB18-57CAEBDD5AA3 4857-0885-5461.8
EXIDBIT "A"
(Page 1 of3)
APN 209-060-58
EXHIBIT"A"

RIGHT-OF-WAY ACQUISITION
APN 209-060-58
THAT PORTION OF LOT "E" OF THE RANCHO AGUA HEDIONDA. IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, STATE OF CALIFORNIA. ACCORDING TO MAP THEREOF NO. 823, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY NOVEMBER 16, 1896, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A BRASS DISC STAMPED "LS 6215" SHOWN AS POINT NO. 105 ACCORDING TO RECORD OF SURVEY MAP NO. 17271 FILED IN THE OFFICE OF THE COUNTY RECORDER ON FEBRUARY 8, 2002 WHICH BEARS NORTH 68°14'31" \NEST 7549.60 FEET FROM A BRASS DISC STAMPED "LS 6215" SHOWN AS POINT NO. 108 ACCORDING TO SAID RECORD OF SURVEY MAP: THENCE SOUTH 70054'36" EAST 2648.79 FEET TO THE SOUTHVVEST CORNER OF PARCEL 4 OF A DEED IN FAVOR OF CAMINO CARLSBAD. LLC RECORDED FEBRUARY 4, 2003 AS DOC. NO. 2003-0130230 OF OFFICIAL RECORDS, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING;

1. THENCE ALONG SAID SOUTH\NESTERLY LINE SOUTH 66°36'50'' EAST

61.71 FEET TO THE POINT OF CUSP OF A TANGENT 55.00-F OOT RADIUS CURVE CONCAVE NORTHEASTERLY. A RADIAL LINE TO SAID POINT BEARS SOUTH 23°23'10" \NEST;

2. THENCE LEAVING SAID NORTHEASTERLY LINE NORTHWESTERLY ALONG THE ARC OF SAi D CURVE THROUGH A CENTRAL ANGLE OF 96°34'46" A DISTANCE OF 92.71 FEET TO THE NORTHWESTERLY LINE OF SAID PARCEL 4;

3. THENCE ALONG THE NORTHWESTERLY LINE OF SAID PARCEL 4 SOUTH 29°57'56" WEST 61.71 FEET TO THE TRUE POINT OF BEGINNING.

AREA= 844 SQUARE FEET, MORE OR LESS (BASED ON GROUND DISTANCES).

SEE EXHIBIT "B" ATTACHED AND BY REFERENCE MADE A PART HEREOF.

THE BEARINGS AND DISTANCES USED IN THE ABOVE DESCRIPTION ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6, NAD83, EPOCH
1991.35. DIVIDE DISTANCES SHOWN BY 0.99996244 TO OBTAIN GROUND DISTANCES.
7-19-2022
PAGE 1 OF 1
April 16, 2024 Item #6 Page 64 of 116
DocuSign Envelope ID: 63A755D8-1C8D-48DA-BB18-57CAEBDD5AA3 EXHIBIT "A"
(Page 2 of3)
APN 209-060-58
EXHIBIT "B"
�
0 150 300 600
AT POINT #105 PER ROS 17271
CONVERGENCE ANGLE= -�'32.469"
COMB. SCA!£ FACTOR= 0.999962# • �
NG\O 29 B..EV= 45.41' I\Oj ...._
...._ <c-·
� q_
"t
I
I
I
I
I
I
I APN 209-060-58
LAND PER 0D1
I

RANCHO AGUA
:a
Illuu

HEDIONDA
Lil�[" MAP 823
ROS 6570
LEGEND
POR LOT 1,----
/
CARLSBAD TRACT NO.
83-36 UNIT NO. 1
MAP 11242
��'1 RIGHT-OF-WAY ACQUISITION (ACQ)
...,�----"->--· "-�-�-" AREA = 8# SQ. FT., MORE OR LESS IT//�
lEMPORARY ACCESS EASEMENT (TCE)
._l',"--/,.L/,.J./j_, AREA= 1,242 SQ. FT., MORE OR LESS P.O.B. POINT OF BEGINNING
T.P.O.B. TRUE POINT OF BEGINNING
& CONTROL POINT PER ROS 17271
E1 SEE EASEMENT
LEGEND ON .. SHffi 2
001 DEED TO CAMINO CARLS8AD, LLC
REC. 2/4/2003 AS DOC. NO.
2003-0130230 O.R.

SHffi 1 OF 2 SHEETS
REVISED BY: DATE: CITY OF CARLSBAD ,. = 300'
DRAWN BY: KA DA1E: 7-19-2022 EL CAMINO REAL STREET IMPROVEMENTS DOC. NO.

CHECKED BY: JR DATE: 7-19-2022 APN 209-060-58
OWNER: CAMINO CARLSBAD, LLC DWG. NO.

APPROVED BY: DATE:
4857-0885-5461.8
April 16, 2024 Item #6 Page 65 of 116
DocuSign Envelope ID: 63A755D8-1C8D-48DA-BB18-57CAEBDD5AA3 EXIIlBIT "A"
(Page3 of3)
APN 209-060-58
EXHIBIT •9• (SHEET 2 OF 2)

CURVE TABLE
PM 17985 aJRVENO. DELTA RADIUS LENGlH
PAR. 1 C1 96'34'-46" 55.00' 92.71'
C2 93'25'58" 55.00'

RANCHO AGUA

HEDIONDA
MAP 823
POR. LOT ''E"
APN 209-060-58LAND PER DD1
'-..

89.69'
E1 A � CONSlRUCllON EASEMENT IN FA\IOR OF 1HE QTY OF CARLSBAD REC. 9/213/2000 AS DOC. NO. 2000-0523120 0.R.

E2 5' WAlER PIPELINE EASEMENT IN FAVOR OF PAUL Ea<E 1/11/1954 IN BK. 5108,PG. 328 O.R. j!:0a:: NOTE: 1HE RIGHT TO EXTEN0 DRAINAGE SlRUCTURES N«J EXCAVAllON »I) z EM8ANl<UENT Sl.0PES BE'1tH> lHE LIMITS OF lHE RIGHT OF WAY OF A 0 ,$ COUNTY HIGHWAY GRANTED IN DEED REC. 1/5/1938 IN BK. n7, PG.441 O.R. IS � � NOT PI.OTTABI.E.

I'> �c,
AT PaNT f105 PER ROS 17271 -===-co �VERGENCE ANQ.E= -o0'34'32.-469" � Y? '-'-� COMB. SCALE FACTOR= 0.99996244 o 20 40 80u (I' NGW 213 ELEV- 45.41' REVISfO 8(: DATE:

DRAWN BY: KA DATE: 7-19-2022
CHECKED BY: .R DATE: 7-19-2022
APPRD',fiJ BY: DATE:
4857-0885-5461.8

CITY OF CARLSBAD
El CAMINO REAL STREET IMPROVEMENTS
APN 209-060-58OVINER: CAMINO CARLS8AD, LLC DWG. NO.

April 16, 2024 Item #6 Page 66 of 116
DocuSign Envelope ID: 63A755D8-1C8D-48DA-BB18- 57CAEBDD5AA3

RECORDING REQUESTED FOR THE BENEFIT

OF THE CITY OF CARLSBAD
WHEN RECORDED MAIL TO:

City Clerk

CITY OF CARLSBAD
1200 Carlsbad Village Drive
Carlsbad, CA 92008
MAIL TAX EXEMPT STATEMENTS TO:

EXEMPT
The undersigned grantor(s) declare(s):

Documentary transfer tax is $0.00
EXIDBIT "B"
(Page 1 of 5)
APN 209-060-58

FORM OF DEED

SPACE ABOVE THIS LINE FOR RECORDER'S USE
Assessor's Parcel No.: 209-06 0-58
Project ID: _C.;_I_P_6_0_9 _4 ____ _
( ) computed on full value of property conveyed, or
( ) computed on full value less value of liens and
Related Project ID: DWG No. 529-1
Related Project ID:

Project Name: El Camino Real
Widening from Sunny Creek Rd to
encumbrances remaining at time of sale.
( ) Unincorporated area: (x) City of Carlsbad, and
Jackspar Dr.

Subject to:

1. Nondelinquent taxes and assessments; and

2. All matters of record or visible from an inspection of the property or which an accurate survey of the property would disclose.
(SIGNATURES ON FOLLOWING PAGE)
4857-0885-5461.8
April 16, 2024 Item #6 Page 67 of 116
DocuSign Envelope ID: 63A755D8-1C8D-48DA-BB18-57CAEBDD5AA3 OWNER: Camino Carlsbad, LLC
By:
(Sign Here)
(Print Name Here)
(Title)
4857-0885-5461.8
EXIDBIT "B"
(Page 2 of5)
APN 209-060-58
DATED: ________ , 2024
April 16, 2024 Item #6 Page 68 of 116
DocuSign Envelope ID: 63A755D8-1C8D-48DA-BB18-57CAEBDD5AA3 EXHIBIT "B"
(Page 3 of 5)
APN 209-060-58
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

ACKNOWLEDGEMENT

STATE OF CALIFORNIA
COUNTY OF _______ _;
On _____________ before me, ______________ , Notary
Public, personally appeared ___________________ _, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under penalty of perjury under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature _ ________ _ (Seal)
4857-0885-5461.8
April 16, 2024 Item #6 Page 69 of 116
OocuSign Envelope ID: 63A75508-1C80-480A-BB18-57CAEBDD5AA3 4857-0885-546) .8
EXHIBIT "B"
(Page 4 of5)
APN 209-060-58
EXHIBIT"A"

LEGAL DESCRIPTION
April 16, 2024 Item #6 Page 70 of 116
DocuSign Envelope ID: 63A755D8-1C8D-48DA-BB18-57CAEBDD5AA3 4857-0885-5461.8
EXHIBIT "B"
(Page 5 of 5)
APN 209-060-58
EXHIBIT"B"

DEPICTION OF EASEMENT
April 16, 2024 Item #6 Page 71 of 116
DocuSign Envelope ID: 63A755D8-1CBD-48DA-BB18-57CAEBDD5AA3 EXHIBIT "C"
(Page 1 of 6)
APN 209-060-58

FORM OF TEMPORARY CONSTRUCTION EASEMENT

RECORDING REQUESTED FOR THE BENEFIT

OF THE CITY OF CARLSBAD
WHEN RECORDED MAIL TO:

City Clerk

CITY OF CARLSBAD
1200 Carlsbad Village Drive
Carlsbad, CA 92008
MAIL TAX EXEMPT STATEMENTS TO:

EXEMPT

SPACE ABOVE THIS LINE FOR RECORDER'S USE
The undersigned grantor(s) declare(s):

Documentary transfer tax is $0.00
( ) computed on full value of property conveyed, or
( ) computed on full value less value of liens and
encumbrances remaining at time of sale.
( ) Unincorporated area: (x) City of Carlsbad, and
Assessor's Parcel No.: _2_0_9_- _ 06_0_- _5 _8 ____ _
Project ID: _C_;__IP_6_0_9 _4 ____ _
Related Project ID: DWG No. 529-1
Related Project ID: ________ _
Project Name: El Camino Real
Widening from Sunny Creek Rd to
Jackspar Dr.

GRANT OF TEMPORARY CONSTRUCTION EASEMENT
FOR A VALUABLE CONSIDERATION, receipt of which· is hereby acknowledged, Camino Carlsbad, LLC
the owner of real property described herein located in the City of Carlsbad, San Diego County, California hereby GRANTS to City of Carlsbad, a Municipal Corporation ("Grantee") a non-exclusive TEMPORARY CONSTRUCTION EASEMENT for the purpose of constructing the El Camino Real Widening Project, a public project (the "Project"), and gives City, its successors and assigns, including City's contractor(s), the power to perform all activities in the Easement Area that are necessary for the construction and completion of the Project, inclusive of ingress and egress, and necessary appurtenances thereto, in, over, across, along, through and under the Property and incidents thereto, but only within the bounds of said easement area (the "Easement Area") as described in Exhibit "A", consisting of two (2) pages, attached hereto and made a part hereof, and Exhibit "B" consisting of two (2) pages is attached hereto for clarity only. If any lien shall be filed against the Grantor's Property in connection with the performance of any work performed by or on behalf of the Grantee, then the Grantee shall, at its sole cost and expense, cause the lien to be discharged or bonded over within thirty (30) days following the written notice of same. Grantee shall indemnify, defend, protect and hold the Granter harmless from and against any and all claims, expenses, liabilities, loss, damage and costs, including any actions or proceedings in connection therewith and including reasonable attorneys' fees (collectively, "Claims"), arising or resulting from work performed by or on behalf of Grantee on or about the Easement Area and/or the negligence or willful act or omission of, or the breach of this TEMPORARY CONSTRUCTION EASEMENT or any applicable laws by, Grantee or any party for which Grantee is responsible. If Granter or Grantee hereto shall bring an action or proceeding (including, without limitation, any cross-complaint, counterclaim or third party claim) against the other by reason of the breach or alleged violation of any covenant, term or obligation hereof, or for the enforcement or interpretation of any provision of this TEMPORARY CONSTRUCTION EASEMENT, the prevailing party in such action or proceeding (as determined by a final judgment) shall be entitled to its costs and expenses of suit, including but not limited to reasonable attorneys' fees, which shall be payable whether or not such 4857-0885-5461.8
April 16, 2024 Item #6 Page 72 of 116
DocuSign Envelope ID: 63A75508-1 C80-48DA-8818-57CAEBDDSAA3 EXIDBIT "C"
(Page 2 of 6)
APN 209-060-58
action is prosecuted to judgment. The provisions of this paragraph shall survive the termination of this TEMPORARY CONSTRUCTION EASEMENT.

It is understood that said TEMPORARY CONSTRUCTION EASEMENT shall expire on the date that is two hundred seventy (270) days following the commencement of work on the Project, but in any event no later than (i) January 31, 2026, or (ii) completion of the Project, whichever occurs first. At the earlier of the expiration of the Temporary Construction Easement or completion of the Project, City shall restore the Easement Area and any other affected Property to substantially the same condition as existed before construction, unless otherwise agreed to by the Granter, in the Grantor's sole discretion. Upon such termination, if requested by the Granter, Grantee will execute and record a termination of easement to confirm the termination of said TEMPORARY CONSTRUCTION EASEMENT. The provisions of this paragraph shall survive the termination of this TEMPORARY CONSTRUCTION EASEMENT. (SIGNATURES ON FOLLOWING PAGE)
4857-0885-5461.8
April 16, 2024 Item #6 Page 73 of 116
DocuSign Envelope ID: 63A755D8-1C8D-48DA-BB18-57CAEBDD5AA3 EXIDBIT "C"
(Page3 of 6)
APN 209-060-58
OWNER: Camino Carlsbad, LLC
By:

DATED ______ , 2024
(Sign Here)
(Print Name Here)
Grantee: THE CITY OF CARLSBAD,
a California municipal corporation
By: ____________ _
Keith Blackbum,
Mayor
Approved as to Form:

CINDIE K. MCMAHON,
City Attorney
By: ____________ _
Assistant City Attorney
4857-0885-5461.8
(Title)

THE CITY OF CARLSBAD,
a California municipal corporation
By: ______________ _
Keith Blackbum,
Mayor
CINDIE K. MCMAHON, City Attorney
By: _______________ _
Assistant City Attorney
April 16, 2024 Item #6 Page 74 of 116
DocuSign Envelope ID: 63A755D8-1C8D-48DA-BB18-57CAEBDD5AA3 EXHIBIT "C"
(Page 4 of 6)
APN 209-060-58
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

ACKNOWLEDGEMENT

STATE OF CALIFORNIA
COUNTY OF ________ _
On _____________ before me, _____________ _, Notary
Public, personally appeared ____________________ , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under penalty of perjury under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature _____ ____ _ (Seal)
4857-0885-5461.8
April 16, 2024 Item #6 Page 75 of 116
DocuSign Envelope ID: 63A755D8-1C8D-48DA-BB 18-57CAEBDD5AA3 4857-0885-5461.8
EXJilBIT "C"
(Page 5 of 6)
APN 209-060-58
EXHIBIT"A"

LEGAL DESCRIPTION
April 16, 2024 Item #6 Page 76 of 116
DocuSign Envelope ID: 63A75508-1C8D-48DA-BB18-57CAEBDDSAA3 4857-0885-5461.8
EXHIBIT "C"
(Page 6 of 6)
APN 209-060-58
EXHIBIT "B"

DEPICTION OF EASEMENT
April 16, 2024 Item #6 Page 77 of 116

EL CAMINO REAL

JACKSPAR DR

REEF CR

SUNNY CREEK RD

LONGFELLOW RD

FORECASTLE CT

DON MIGUEL DR

FROST AV

CAMINO HILLS DR

KEATS PL

DON QUIXOTE DR

DON TOMASO DR

RANCHO CARLSBAD DR

BYRON PL
PLOT DATE: 6/16/2021 PATH: S:\EngGIS\Madison_Power\Location maps\El Camino Real Widening- Sunny Creek road to Jackspar.mxd

PROJECT NAME EXHIBITPROJECT
NUMBER
60942

EL CAMINO REAL WIDENING

FROM SUNNY CREEK ROAD TO JACKSPAR DRIVE

LOCATION MAP

CARLSBAD
VISTA

OCEANSIDE

ENCINITAS

SAN MARCOS
Vicinity Map
³
PLOTTED BY: MPower
SITE
SITE
³

NOT TO SCALE
EXHIBIT 2
April 16, 2024
Item #6 Page 78 of 116

Page 1 ends

of 10
Public Works
Transportation 1635 Faraday Avenue  Carlsbad, CA 92008  760-602-2746 t Counc il Chambers
1200 Carlsbad Village Drive
Carlsbad, CA 92008
Tuesday,
Sept. 7, 2021, 4 p.m.

CALL TO ORDER: Chair Gocan called the Meeting to order at 4:04 p.m.

ROLL CALL: Present: Gocan, Perez, Penseyres, Linke and Coelho

Absent: Fowler
PLEDGE OF ALLEGIANCE: Vice-Chair Perez led the Pledge of Allegiance This meeting was conducted virtually via Zoom due to the stay-at-home order for COVID-19.

APPROVAL OF MINUTES:

Motion by Vice-Chair Perez, seconded by Commissioner Penseyres to approve the minutes for the Aug. 2, 2021 meeting.

Motion carried: 4/0/1/1 (Abstained: Coelho; Absent: Fowler) PUBLIC COMMENTS ON ITEMS NOT LISTED ON THE AGENDA: None CONSENT CALENDAR:

1. EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK ROAD TO JACKSPAR DRIVE, CAPITAL IMPROVEMENT PROGRAM PROJECT NO. 6094 - Support staff’s recommendation to implement the El Camino Real Roadway Improvements from Sunny Creek Road to Jackspar Drive, Capital Improvement Program (CIP) Project No. 6094 (Project) providing operational improvements consistent with the city’s General Plan Mobility Element.

This it
em was pulled for discussion by Vice-Chair Perez

2. SHARED LANE MARKINGS ON LEVANTE STREET FROM SEGOVIA WAY TO LA COSTA AVENUE- Support staff’s recommendation to install shared lane markings on Levante Street from Segovia Way to La Costa Avenue
PUBLIC COMMENT ON ITEM 2:

David Levin - Members of the Traffic and Mobility Commission: Having shared lane markings and other appropriate signage alerting drivers to share the road for the sake of all bicyclists’ safety on Levante Street will be greatly appreciated by all bicyclists who navigate the narrowness of this street, especially when parked cars and trucks are present. I am very appreciative that Council Member Teresa Acosta, City Traffic Engineer John Kim, Associate Engineer Lindy Pham, and everyone on their teams who conducted the study found that there is indeed a need to improve Levante Street for all bicyclists.

And I’m pleased that the Carlsbad Traffic and Mobility Commission will be hearing the recommendation. However, I am a bit disappointed that the recommended starting point for the Exhibit 3
April 16, 2024
Item #6 Page 79 of 116
Page
2 of 10
Public Works
Transportation 1635 Faraday Avenue  Carlsbad, CA 92008  760-602-2746 t sharrows and related signage will be only between Segovia Way and La Costa Avenue on Levante Street.

There needs to be more territory covered on Levante Street.

The width from one side of Levante Street to the other side, starting from Escenico Terrace to Segovia Way appears to be similar to what the engineers are recommending for shared lane markings on Levante Street from Segovia to La Costa Avenue, especially with parked vehicles.

In other words, the installation of sharrows and other appropriate signage should be expanded on Levante Street from Escenico Terrace to La Costa Avenue—not just Segovia Way to La Costa Avenue. That shortcoming would not lend itself to bicycle safety to all the areas needed on Levante Street.

Without delay to deciding on the engineers’ recommendation, it is my hope that the Traffic and Mobility Commission will request another look at an extended placement shared lane markings and other appropriate signage from Escenico Terrace to La Costa.

Thank you very much.

DISCUSSION:

City Traffic Engineer Kim stated that it is not common practice for engineers to consider sharrows on residential streets that are posted at 25 miles per hour. The speeds are low enough that sharrows are typically not necessary. However, since a portion of Levante Street is defined as a school street per the Mobility Element, staff has recommended the installation of sharrows upon the portion of Levante Street that is defined as a school street. Staff is willing to hear the commission’s recommendation on expanding the area of sharrow installation per Mr. Levin’s comment.

Commissioner Penseyres asked the distance referenced in the residents’ request.

City Traffic Engineer Kim said it is over 10 intersections and about 5,000 extra feet, and relatively flat.

Commissioner Linke is familiar with the street, acknowledges that this is just not a regular street, but a thoroughfare, however he supports the staff’s recommendation and can consider other sections in the future.

Vice-Chair Perez mentioned that the section going west has a bit of a slope and possible blind section, but is in agreement with staff’s recommendation at this time to try it out.

Chair Gocan and commissioners agreed that the resident has a concern, yet they will try it out and they will move forward.

ACTION:

Motion by Commissioner Linke, seconded by Commissioner Penseyres to approve Consent Calendar Item 2 - Shared Lane Markings on Levante Street from Segovia Way to La Costa Avenue, as presented.

Motion carried: 5/0/0/1 (Absent: Fowler)
Motion by Commissioner Linke, seconded by Vice-Chair Perez to approve Consent Calendar Item 1- El Camino Real Roadway Improvements from Sunny Creek Road to Jackspar Drive, Capital Improvement Program Project No. 6094, as presented.

Motion carried: 5/0/0/1 (Absent: Fowler)
DEPARTMENTAL REPORTS:

3. POLICE MONTHLY REPORT – (Staff Contact: Corporal Matt Bowen, Police Department) April 16, 2024
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Transportation 1635 Faraday Avenue  Carlsbad, CA 92008  760-602-2746 t Corporal Bowen pr esented the report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk)
DISCUSSION:

Corporal Bowen pointed out that Carlsbad schools opened up on August 24, and the motors were at the schools both morning and afternoons to help with any traffic issues and to keep the kids safe, in addition to the crossing guards.

Corporal Bowen highlighted the purchase of an Electronic Message Board that is displayed on Carlsbad Boulevard with the following message “Loud Exhaust Enforced Ahead”.

Commissioner Penseyres and Vice-Chair Perez are interested in hearing about the Know Your Limit program related to driving under the in fluence at the next meeting.

4. ALL-WAY STOP ON CEREZO DRIVE AT LOS ROBLES DRIVE AND EL ARBOL DRIVE – (Staff Contact: Lindy Pham and John Kim, Public Works)
Staff’s Recommendation: Support staff’s recommendation to install an all- way stop at Cerezo Drive and Los Robles Drive.

Ass
ociate Engineer Pham presented the report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk).

PUBLIC COMMENT ON ITEM 4:

Jonnie Johnson - Thank you for work to resolve traffic problems in Terramar. It is much appreciated.

However, there are two issues that need further attention.

1. The most critical is the lack of red curbs/no parking signs on the western most portion of Cerezo. The curbs are painted red on the southern side of the street between Carlsbad Blvd and Los Robles, except for 2-3 parking spaces. The report states Cerezo is 36’ wide. It is, in some portions. However, the street is tapered hence the western portion is narrower, approximately 33’ wide, leaving 16’ per lane. Per CA DOT, car widths are normally 6-8’ wide making parking/driving tight. Cerezo is the primary entrance to Terramar. It is also a popular parking spot for beachgoers. Surfers bring surfboards. adding another factor (one that is not addressed in the current Residential Traffic Calming Program) to the traffic problem. They lay their boards in the street reducing the passage even more. In addition, the owner of the house located on southwest corner Cerezo/Carlsbad Blvd. has laid several large boulders on the easement, causing pedestrians to walk in the street. (see attached photos.) This situation presents a potential liability problem for the City if a pedestrian is hit, because of the boulders. The intersection at Carlsbad Blvd/Cerezo has one pedestrian crosswalk located at the south side, so it makes sense that westbound pedestrians on Cerezo be directed to the southern crosswalk on the Blvd. Highly recommend the south side of the street between Carlsbad Blvd/Los Robles be painted red.

2. Page 2, 2
nd para. “Removal of on-street parking MAY not be supported by the Coastal Commission…” This is ironic, since the next street over, Manzano, has NO parking on either side and it is a blocked off from Carlsbad Blvd traffic.

DISCUSSION:

City Traffic Engineer Kim commented on the pedestrian concerns brought up by Ms. Johnson and offered that a new sidewalk, which will be analyzed by the Transportation Department. The removal of April 16, 2024
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Transportation 1635 Faraday Avenue  Carlsbad, CA 92008  760-602-2746 t parking would create more space, but it may also lead to other concerns as people would simply park further into the neighborhood. The removal of the parking spaces would create a wider street, which may also increase vehicle speeds. Based on these considerations, the appropriate recommendation is to install the all-way stop at Cerezo Drive and Las Robles Drive.

Chair Gocan asked and it was confirmed that staff will analyze the feasibility of a sidewalk in the future.

Commissioner Penseyres inquired about the location of the boulders in relation to the right of away.

City Traffic Engineer Kim said that they will look into it since they just received this comment over the weekend.

Transportation Director Frank mentioned that similar to other streets, there are private encroachments with landscaping, rocks, and boulders in the right of way. Staff has looked into this but have not reached out to the involved property owners to discuss options.

Commissioner Penseyres asked about the speed survey, have we considered putting out rubber tubes to catch the speeders when no one is there watching them. The concern is the maximum speed not the critical speed.

City Traffic Engineer Kim replied that there is no accepted standard or practice that considers maximum speed as a design factor and that critical speed is the appropriate measure. Maximum speeds are captured since the speed measurement device records on a 24-hour per day basis.

Commissioner Linke asked about the no parking signs and the barricade on Manzano Drive.

City Traffic Engineer Kim will research the installation date as well as the justification for designating a no parking zone.

Transportation Director Frank said that if staff decided to consider a sidewalk as a part of the sidewalk improvement program, staff would hold workshops with the neighbors to explore different opportunities.

Vice-Chair Perez inquired about the timing of the speed feedback sign deployment and a work-from- home philosophy.

Associate Engineer Pham said that they did consider the lower volume of traffic during a pandemic. The volume of the traffic was 118 and the minimum to qualify for consideration is 300 vehicles per hour per the Manual on Uniform Traffic Control Devices. Staff was confident that “normal” traffic levels would not reach the minimum levels
City Traffic Engineer Kim mentioned that volume of traffic around the beaches has been fairly high during the pandemic. Staff looked at the eight specific recommendations or guidance factors. The location did not meet the criteria for vehicle volume, but it did meet the criteria for the vehicle/pedestrian conflicts, which is why they are recommending the stop sign at that intersection.

Commissioner Penseyres inquired if there are any future projects that will be adding parking? Transportation Engineering Manager Ajideh said that the Terramar project will improve Carlsbad Boulevard including some parking improvements. The Terramar project is still in the environmental review process and staff will bring it to the commission when it is appropriate.

Commissioner Linke likes the suggestion of looking at sidewalks and would appreciate a more global picture of all the parking and safety issues.

Motion by Commissioner Linke, seconded by Commissioner Penseyres to support staff’s recommendations to install All-Way STOP control on Cerezo Drive at Los Robles Drive and El Arbol Drive.

Motion carried: 5/0/0/1 (Absent: Fowler)

5. VILLAGE AND BARRIO INTERSECTION CONTROL AT OAK AVENUE AND ROOSEVELT STREET - (Staff Contact: Hossein Ajideh, Public Works)
Staff’s Recommendation: Support staff’s recommendation
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Transportation 1635 Faraday Avenue  Carlsbad, CA 92008  760-602-2746 t Transportation Engineering Manager Ajideh presented the report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk).

PUBLIC COMMENT ON ITEM 5:

Xylina Lim - Buddha Teas has operated out of our current facilities on Tyler Street for close to ten years.

As a tea company, we receive large shipments of herbs and dried goods. While we encourage the efforts of creating a safer area by controlling the flow of traffic, the proposed traffic circles inhibit larger vehicles to enter our facilities. We will be one of many local businesses impacted by this change as we have personally witnessed larger truck deliveries in the area that squeeze into smaller spaces than ours.

This feat alone takes a very skilled driver; the introduction of roundabouts will prevent trucks to have any access to our facilities in the current proposed locations. As safety is at the forefront of our worries, Buddha Teas would like to offer an alternative solution -- stop signs or speed bumps. We agree that the driving speed observed is sometimes far beyond the speed limits. Stop signs will allow drivers to fully stop and take in their surroundings for pedestrians and small creatures. In addition, speed bumps still allow traffic movement, just at a more reasonable speed. In conclusion, the traffic circles would result in a very detrimental loss for local businesses like ours. It is imperative for local businesses to receive shipments at all, no matter the size.

DISCUSSION:

Commissioner Linke asked if corner bulb outs are an option for this location.

Transportation Engineering Manager Ajideh said that they did not introduce the bulb outs because they heard the Boys and Girls Club concerns and they were trying to gain a few parking spaces. The four-way stop is the safest condition for pedestrians.

Commissioner Penseyres asked if a scramble type crosswalk is possible? Consultant Capuzzi said that he has not seen scrambles at all-way stops. They are typically used at traffic signals.

Transportation Director Frank agreed that he has not seen a scramble at an all-way stop, it is probably not a viable option.

Commissioner Coelho asked why we originally looked at a traffic circle at this location.

Transportation Engineering Manager Ajideh said that during the design stage, they noticed that there were concerns for this specific intersection.

Deputy City Manager Gomez mentioned that during the Village and Barrio Master Plan development there was a lot of public outreach. As the ideas came forward, they were presented and vetted. They took the information included in the Village and Barrio Master Plan as a starting point and had the consultants help them develop the plans and specifications. After speaking with the local businesses, and particularly the Boys and Girls Club, there were some concerns and changes from what was previously approved by City Council and had been presented to the Traffic and Mobility Commission.

Motion by Commissioner Coelho, seconded by Commissioner Linke to support staff’s recommendation for alternative intersection control feature (no-project alternative with adding continental crosswalks) at Oak Avenue and Roosevelt Street, which is part of the Village and Barrio Traffic Circles, Capital Improvement Program Project, or CIP, No. 4015.

Motion carried: 5/0/0/1 (Absent: Fowler)

6. TRANSPORTATION DEMAND MANAGEMENT (TDM) PROGRAM AND TDM HANDBOOK – (Staff Contact: Tom Frank, Public Works)
Staff’s Recommendation: Receive a presentation and provide input April 16, 2024
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Transportation 1635 Faraday Avenue  Carlsbad, CA 92008  760-602-2746 t Transportation Director/City Engineer Frank presented the report and reviewed a PowerPoint pre
sentation (on file in the Office of the City Clerk).

PUBLIC COMMENT ON ITEM 6:

1. Diane Nygaard - Honorable Chair and Commissioners: We were very disappointed after reading the staff report for this agenda item. Our expectation was that a status report would actually report on results. Understanding results is critical to determining what changes are needed in the program.

This report unfortunately does not discuss that.

What, if any, impact has this program had on increasing the mode share for alternative transportation? How many businesses are participating? Have they completed baseline surveys? How many have completed follow up surveys- and do they show any increase in mode share for alternative transportation? What has been their experience with use of the actions from the checklist and how does that inform decisions about modifying the TDM Ordinance/Handbook for the next update?
We will separately forward to you and staff a discussion prepared by our attorney on the inadequacies of the existing TDM program. We recognize the city's position is that they are in compliance with the conditions of our settlement agreement related to the TDM program. But the concerns raised in that letter are all relevant for your consideration of what needs to be improved if this program is to achieve a meaningful reduction in GHG.

Today as we see the devastating impacts of climate change around our country and the world, taking this issue seriously is imperative.

Thank you for providing important oversight and direction to staff.

2. Mike
Bullock- We should all be serious about TDM, for 5 reasons:

1.) Cars are by far the category of GHG emission that emits the most GHG (CO2)

2.) The Intergovernmental Panel on Climate Change (IPCC) recently reported that humanity has a “Code Red” climate emergency

3.) The IPCC says this because humanity is on a path to result in climate destabilization, which is likely to end most life forms on Earth, including our own species

4.) There are two climate “targets”, or requirements, that must be achieved, to avoid climate destabilization or, put another way, must be achieved to stabilize the earth’s climate at a livable level
a. The 2
nd requirement is to achieve net-zero emissions by 2045 or, if we are lucky, we might be able to slip that out to 2050
b. The first requirement (which is the most important one, because if we fail to achieve the first requirement, achieving the later requirement won’t save us) is to emit at a level that is no more than 80% below what we emitted in 1990, by 2030, as part of an overall world-wide plan to get our earth’s atmospheric CO2 to stop going up. (Note that atmospheric CO2 is now around 420 PPM, but it should be around 280 PPM. 350 PPM was deemed to be “dangerous” over 10 years ago.)

5.) The 2030 requirement can’t be achieved by only electrifying our fleet; we must reduce driving. (I have done the math and verified this to be true.) It seems to me that if Carlsbad were serious about TDM, then it would develop and implement a good TDM program for their own employees, to show the employers in Carlsbad how it is done. Once the Carlsbad TDM is “successful”, meaning that it is favored by most Carlsbad employees and it reduces driving as predicted, other companies in Carlsbad could be required to adopt the same TDM.

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Transportation 1635 Faraday Avenue  Carlsbad, CA 92008  760-602-2746 t Since we need big reductions by 2030, we must rely on pricing. Complete streets, better transit, and better zoning need to happen ASAP, but their GHG reductions will not happen fast enough or be large enough, given the 2030 requirement of emitting at no more than 80% below what was emitted in 1990.

We need systems to improve the way drivers pay for the use of roads and transit. The Road Use Charge (RUC) is a state function. Carlsbad needs to ask California to implement a good RUC system in time to help achieve the 2030 target. (ASAP!) Parking policy reform is for the municipalities. And Steve, you are correct. TDM needs to be for all types of development.

I am a retired satellite system engineer. This is a systems-engineering problem. I have worked the problem of identifying a set of enforceable measures to ensure that cars will achieve the 2030 target. It has been presented multiple times, at Air and Waste Management Association (AWMA) conferences. Each time the paper was presented, it was peer reviewed. The 2 nd attached file is the
paper; the 3rd file is the power point file I use to present the paper.

DISCUSSION:

Chair Gocan is working with the school district, the city, and hopefully the community to make sure that bikes have safe access through the intersections. Her personal goal is that 20% to 30% of the students, especially high school student use walking or biking to go to school and create a safe place for drop off and pick up of students.

Commissioner Linke would like to highlight four different regulatory pathways. Specifically, Mobility Plan items 3P-8 to 3P-11. The items are:

1. TDM Ordinance and Handbook focusing on reducing employment related vehicle trips not only on larger new businesses.

2. Having developers pay their fair share when they are adding traffic to the streets and congestion and are failing to meet our GMP standard.

3. Our multi-modal level of service point system to achieve the minimum GMP standard to improve nonvehicle modes of travel which he is on the ad hoc committee, because the standard is way too low.

He wants to include definitions of different TDM approaches to help the point system.

4. A state mandated environmental review of CEQA to reduce vehicle miles traveled. He is recommending that these four regulatory pathways to be handled in the revision of the TDM Handbook.

Transportation Director Frank appreciates the timely comments and staff will be looking at what steps are needed to update TDM to best serve our program goals.

Commissioner Linke gave examples and suggestions on how to update the TDM handbook, specifically section 1.7 to include more than just the employees, to include all patrons of the business. In section 2.2 the thresholds of compliance, needs to address the trips that are added to exempt streets at a higher standard. In section 2.5 the tier levels themselves and how they are applied from a Tier 1 to a Tier 2 or Tier 3. The strategy needs to be beefed up to adequately address the trips to the site and determine if the measures are working. He is suggesting that the survey be done every year for the first few years to make sure they are properly monitored.

Commissioner Linke suggested that staff confirm that the TDM programs have been implemented and the actual performance of those programs.

Consultant Hester agreed this is a really good comment and concern. The goal is to find out how many people are participating in the program on the commercial side.

Transportation Director Frank said that on the residential projects we don’t have the same options or tools to reinforce them. Staff will look into what options they have for residential projects based on all the comments they receive. COVID-19 has made it difficult to complete the monitoring of the TDM program.

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Transportation 1635 Faraday Avenue  Carlsbad, CA 92008  760-602-2746 t Chair Gocan asked if it is ever going to be possible for the traffic and transportation en gineers to review the TDM applications.

Consultant Hester said that they will be looking at the process along with the content.

Transportation Director Frank said that the Community Development Team uses the handbook as a part of their review. All of these examples are going to help improve this new TDM program. Commissioner Linke mentioned that the City, when it updated the General Plan in 2014, discussed TDM.

Commissioner Linke would like staff to review the Innovative Feature category. Also review the definition of how projects get the number of points they receive in every category.

Commissioner Coelho inquired about who has the lead in approving the TDM plans and the roles of the different groups that participate in the process.

Deputy City Manager Gomez said that the Traffic and Mobility Commission does not review the TDM Plans for private development projects. It is in the commission purview to look at and provide input on how we can improve our processes and things that are related to traffic and mobility.

Transportation Director Frank said that he, as the City Engineer has the authority to make the changes.

Staff likes to work in a transparent manner to bring forward updates and receive suggestions like we are doing tonight. Staff is currently providing Traffic Impact Analysis reviews for all projects, including Community Development projects.

Chair Gocan mentioned that transportation options, like e-bikes, have changed a lot over the years. The city is also seeing more traffic on the roads and the Traffic and Mobility Commission cannot address all the associated tasks to reduce this traffic.

Transportation Director Frank agreed, and said it is getting more challenging with the state laws coming out about higher densities. His challenges as the Transportation Director is to inform the policy makers, the commission, the City Council, and the public of the coming issues and how we are going to address it. The roads are congested, we cannot eliminate congestion, we can improve the efficiency of the road network. Staff acknowledge that transportation behavioral changes are difficult because people like to go from point A to B in a timely and convenient manner.

Commissioner Penseyres recommends that with the TDM program we could use a positive approach like employers offering an easy access for bicyclist to a private shower with lockers and towel racks. The bike parking should be close to the showers and lockers. We should be very specific about the amenities that we provide for cycling to work. There are places in the TDM options that say should, when shall do this to get the points, is more appropriate. When talking about bike racks it says if practicable then include on your drawings. If it’s not practicable and they you are not going to do it, we need to make the wording tougher so that they do it. We need to be a lot more specific on what a good faith effort gets them before they can collect the points. Everything we do evolves around the automobile, like rewarding an employee with a car and/or a premium parking spot. We have to do a paradigm shift and we will need a lot of perks to change behavior. We need to provide very specific things in the TDM program to encourage people to take another look at what else they can do. Finally, we need to place more importance on education. For example, e-bike education helps the kids understand the rules of the road to get to where they need to go, like to the beach with their surf boards, this saves the parents time and car trips.

Vice-Chair Perez agreed that e-bikes are the new way we are going to be moving into the bicycle industry, one of our transportation innovations. We should try to be innovative in the city and provide some kind of charging. The e-bikes are heavy and might not fit in an office. The e-bikes might need a charge to make the return trip home. Education and safety have to be a really crucial point in the handbook, items like helmets and the importance of being seen by the cars. In the handbook when it April 16, 2024
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Transportation 1635 Faraday Avenue  Carlsbad, CA 92008  760-602-2746 t lists bike safety incentive the cost is medi um, but the effectiveness is low. We need to place more importance on providing helmet safety and being visible to the cars.

Chair Gocan mentioned the benefit of having e-bike chargers in the village as well as at the schools. To make the bicycle riders, safe, comfortable, and provide a convenient place to charge.

Staff will consider all the suggestions to make the behavior change more rewarding.

7. ELECT A NEW TRAFFIC AND MOBILITY COMMISSION CHAIR AND VICE-CHAIR – (Staff Contact: John Kim, Public Works)
Sta ff’s Recommendation: Elect a new T&MC Chair and Vice-Chair Motion by Commissioner Penseyres, seconded by Commissioner Coelho to nominate Commissioner Perez to one-year term as Chair and to nominate Commissioner Linke to 1-year term as Vice-Chair.

Motion carried: 5/0/0/1 (Absent: Fowler)
CITY TRAFFIC ENGINEER REPORT:

City Traffic Engineer Kim noted that staff had received comments regarding VMT from Commissioner Linke and would be bringing VMT as an agenda item in the near future.

City
Traffic Engineer Comments: Attachment A
TRAFFIC AND MOBILITY COMMISSION COMMENTS:

Motion by Commissioner Penseyres, seconded by Vice-chair Perez to put in the agenda for the next meeting to return to 3 p.m. T&MC meetings for as long as it continues to be virtual meetings.

Motion carried: 5/0/0/1 (Absent: Fowler)
Commissioner Penseyres inquired about the 2017 bicyclist crash in 2017 listed in the staff report near Levante and Anillo Way. Staff will look at the location to evaluate the potential conflict point and if needed, propose a potential solution.

Vice-Chair Perez gave a compliment to staff on the improvements at College Ave and El Camino Real, for bicyclists, as a bicyclist at that intersection. He asked and will email staff about the new park at the reservoir and the potential line of sight over the hill if that can be reviewed. He has received comments from the neighborhood near Sage Creek High School about the new drop off location and the back-up it is causing on the roadway.

Commissioner Linke gave several compliments to all aspects of the meeting, including the commission and public comments. He inquired about the Vehicle Miles Traveled analysis guidelines change. It would be nice for the commission to see the one major revision as listed in the report as a separate topic as soon as possible. Consider treating the TDM guidelines as a living document in the same manner as the Vehicle Miles Traveled analysis guidelines and consider making some changes immediately to improve the situation while we are looking at updates to the TDM handbook.

Commissioner Coelho appreciates everyone’s efforts at this meeting and looks forward to working with all of them.

Chair Gocan has been working with Sage Creek and the district about e-bikes. On Carlsbad Village Drive at College Boulevard, the right turn is wide, the cars move over and the bikes are trying to get around.

She recommends staff to pay attention to that and also noticed parents are parking at the bus stop and blocking the location for bikes.

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Transportation 1635 Faraday Avenue  Carlsbad, CA 92008  760-602-2746 t Chair Gocan announced her resignation from the Traffic and Mobility Commission.

Trans
portation Director Frank thanked Chair Gocan for her service, her advocacy for school bike safety that can continue into the future, and most importantly, Happy Birthday! ADJOURNMENT:

Chair Gocan adjourned the Traffic and Mobility Commission Meeting on Sept. 7, 2021, at 7:35 p.m. ___________________________
Eliane Paiva, Minutes Clerk
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Co
uncil Chambers
1200 Carlsbad Village Drive
Carlsbad, CA 92008
Oct. 3, 2022, 4:00
p.m.

CALL TO ORDER: 4:02 p.m.

ROLL CALL: Perez, Linke, Penseyres, Fowler, Coelho and Proulx Abse nt: Newlands
PLEDGE OF ALLEGIANCE: Chair Perez led the Pledge of Allegiance APPROVAL OF MINUTES:

Minutes of the Special Meeting held Aug. 18, 2022.

Motion
by Vice-Chair Linke, seconded by Commissioner Proulx to approve the minutes of Aug. 18, 2022, meeting as presented. Motion carried, 6/0/0/1 (Absent: Commissioner Newlands) Minutes
of the Regular Meeting held Sept. 6, 2022.

Motion
by Vice-Chair Linke, seconded by Commissioner Proulx to approve the minutes of Aug. 18, 2022, meeting as amended. Motion carried, 6/0/0/1 (Absent: Commissioner Newlands) PUBLIC COMMENT:

Tim Morgan spoke about the intersection of Tamarack Avenue and Valley Street and its Phase II of the Traffic Calming Study. There was a lack of engagement and community involvement, and the HAWK signal is putting our community / neighbors in a dangerous situation.

Rod Hafet
i spoke about speeding around Snug Harbor. The average speed limit noted during the study was over 40-mph in a 25-mph zone. He asked the Commission to consider traffic calming measures.

Brian Co
nnor spoke about being proactive and requiring that the residents park their car s in the garage.

Residents continue to leave many vehicles on the street, and this causes safety issues for pedestrians. Other cities enforce this issue and charge a permit fee to park vehicles on the street.

CONSENT CALENDAR:

Motion by Commissioner Vice -Chair Linke, seconded by Commissioner Proulx to approve Consent Item Nos. 1 and 2. Motion carried: 6/0/0/1 (Absent: Newlands)

1. EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK ROAD TO JACKSPAR DRIVE, CAPITAL IMPROVEMENT PROGRAM PROJECT NO. 6094 – The Traffic & Mobility Commission supported staff’s recommendation to approve the plans and specifications of the intersection improvements at El Camino Real from Sunny Creek Road to Jackspar Drive, Capital Improvement Program, or CIP, Project No. 6094.

Exhibit 4
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Vice-Chair Linke inquired about the exception language on Item 1.

Ass
ociate Engineer Miles responded that the exception is the second paragraph background for green paint in the bike lane conflicts. We will be working with traffic to add green paint in the bike lane conflict areas.

2. EL CAMINO REAL ROADWAY IMPROVEMENTS FROM POINSETTIA LANE TO CAMINO VIDA ROBLE, CAPITAL IMPROVEMENT PROJECT NO. 6072 – The Traffic & Mobility Commission supported staff’s recommendation to approve the plans and specifications of the intersection improvements at El Camino Real from Poinsettia Lane to Camino Vida Roble, Capital Improvement Program, or CIP, Project No. 6072.

DEPARTMENTAL REPORTS:

3. POLICE REPORT REGARDING TRAFFIC & MOBILITY-RELATED MATTERS DURING THE MONTH OF SEPTEMBER 2022 – Receive a presentation from a representative of the City of Carlsbad’s Police Department that provide an overview of traffic and mobility-related police matters during the month of August 2022. (Staff Contact: Acting Sergeant George Zavala, Police Department) Sta
ff’s Recommendation: Receive a presentation
Act
ing Sergeant Zavala presented the report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk)
Com
missioner Coelho asked how the Police Department collect the community concerns and how do they aggregate them so that they make the list shown in the presentation.

Act
ing Sergeant Zavala responded that they receive emails and phone calls from the community with the mentioned concerns.

Vice-C
hair Linke inquired about the multiple bicycle fatalities that happened in the month of August and if the police department could share the information.

Acti
ng Sergeant Zavala replied that one of the bicycle fatalities was caused by reckless driving. The investigations on both fatalities are still ongoing and have potential criminal processing and filing.

4. APPROVE PLUM TREE ROAD AS AN EXCEPTION INTO PHASE II OF THE CARLSBAD RESIDENTIAL TRAFFIC MANAGEMENT PROGRAM AND ALL-WAY STOP ANALYSIS AT THREE INTERSECTIONS – 1) Approve Plum Tree Road as an exception to the Phase II of the Carlsbad Residential Traffic Management program.
2) Support staff’s recommendation to not install all-way stop on Plum Tree Road at Red Knot Street, Robinea Drive and Windflower Drive. (Staff Contact: Lindy Pham and Miriam Jim, Public Works) Sta
ff’s Recommendation: Receive a presentation
Associate Engineer Pham and Senior Engineer Jim presented the report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk)
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Commissioner Coelho asked staff to elaborate on what it means to be in the Carlsbad Residential Traffic Management Program. What is the path we are on if we know that we are not installing all-way stops? Associate Engineer Pham responded that the process is the following: during the neighborhood meetings, staff will present traffic calming strategies and other options that residents can consider such as speed cushions or a traffic circle. Staff will receive comments and then go back and finalize the conceptual plan and send out a survey to all the residents in the project area. The results of the survey will determine whether we move forward with the project or not.

Commissioner Proulx clarified that staff will go back and review other options for the area, and she inquired what is currently staff recommendation.

Associate Engineer Pham responded that staff is recommending that the commission grants approval of the exception into phase two of the Carlsbad Traffic Management Program. The critical speed is below the 32-mph threshold, so they are not currently eligible for any traffic calming measures.

Commissioner Fowler asked if speed cushions are the only option left.

Associate Engineer Pham said that speed cushions would be the most effective option in this area.

Vice-Chair Linke said that he supports the recommendation to approve the exception and added that speed cushions are self-enforcing, and this approach should be used on all of the residential streets that hav
e speeding issues.

Chair Perez inquired about what speed cushion is compared to a speed bump.

Associate Engineer Pham responded that speed bumps are often found in commercial parking areas as they are narrower and more abrupt. Speed cushions are more gradual. They are about 12 feet wide and span the length of the roadway bed.

Commissioner Coelho commented that this is an opportunity to look beyond Plum Tree Road to get the change that we want at Poinsettia Park to enhance the conditions. Maybe add alternate entrances to the park, or striping on Paseo Del Norte.

Commissioner Penseyres commented that when we use the critical speed of 32-mph this still means that 15 percent of the people are driving faster than that. If residents are asking for solutions, then we need to look way beyond the 32-mph threshold. Speeding is the most common cause of serious injuries and fatalities on these residential streets.

Commissioner Proulx inquired about the distance between the two stop signs on Plu m Tree Road.

Associate Engineer Pham responded that there is an intersection between the two stop signs and we don’t have the distance noted in the presentation. Residents have complained that vehicles do not always stop at these stop signs. We will work with the residents to find a solution once they are accepted into the CRTMP
.

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Motion by Commissioner Coelho, seconded by Commissioner Proulx to approve staff recommendations for items 1 and 2. Motion carried: 6/0/0/1 (Absent: Newlands)

5. PRESENTATION ABOUT COMPLETE STREETS IN CARLSBAD AND ACTIONS TAKEN SINCE THE AUG. 23, 2022, PROCLAMATION OF A LOCAL TRAFFIC SAFETY EMERGENCY - Receive a presentation about complete streets in Carlsbad and actions taken since the Aug. 23, 2022, proclamation of a local traffic safety emergency. (Staff Contact: Tom Frank, Public Works) Staff
’s Recommendation: Receive a presentation
Transpo
rtation Director Frank presented the report and reviewed a PowerPoint presentation (on file in the Office of the City Clerk)
Chair Per
ez asked staff to go over the process of what will happen at the meeting being held on Oct. 27, 2022.

Transpo
rtation Director Frank said that the meeting on Oct. 27, will be a commissioners meeting. There are 44 options on attachment A for consideration. We will be looking for your recommendations for City Council.

Chair Per
ez inquired if they ask questions about the 44 options presented.

Transpo
rtation Director Frank says that yes, the commission can ask questions on the options.

Commis
sioner Coelho asked how this will overlay with City Council’s meetings and their timeline? Transpo
rtation Director Frank responded that City Council directed staff to get the public input as well as the Planning Commission and the Traffic & Mobility Commission. On Nov. 8, 2022, staff will present the recommendations received from the Planning Commission, the Traffic & Mobility Commission and from the public to the City Council.

Commis
sioner Coelho asked if the intent is to review all 44 items and provide a recommendation or to provide a recommendation on all 44 items?
Transpo
rtation Director Frank responded that it is to review the options and provide recommendations to the City Council.

Commis
sioner Proulx asked about education, engineering and enforcement, the three E’s. Assuming that relates to the comments which show changing laws, controlling speed and more enforcement. It looks like change laws is not part of the three E’s. Did this come out of the community input? Transpo
rtation Director Frank said that was part of the communications input effort which was used to tailor the approach for the three E’s.

Commis
sioner Proulx asked how staff will accommodate the change laws suggestion.

Transpo
rtation Director Frank said that will be covered under the enforcement efforts.

April 16, 2024
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Page
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Commissioner Penseyres inquired about Assembly Bill 43 if it is already in effect.

Trans
portation Director Frank said that he does not have this information about Assembly Bill 43 which provides cities more flexibility to set their speed limits on their residential roadways. Cities would not have to comply with the 85-percentile rule. We are reviewing what a work plan would look like to review the speed limits throughout the city.

Com
missioner Penseyres inquired if staff are monitoring driver behavior before and after to see how they are responding to the green paint?
Trans
portation Director Frank said that he does not believe staff have gone out to do an evaluation of traffic operations since we have put down the recent green markings. It is something that we will be looking at in the future.

Com
missioner Penseyres said that one of the projects was to consider rumble strips. The rumble strips would be installed where there are buffered bike lanes. The rumble strips would be on the inner stripe of the buffer. Is that correct? How did you decide to make it the inner stripe versus the outer stripe? Trans
portation Director Frank said this is correct and would be for higher speed roadways. It is something that could be considered and would be brought in front of the public for discussion. We would reach out to the bicycle clubs for input as well. The rumble strip would be inside of the outer bike lane stripe. It is the bike lane stripe on the inside closest to the vehicle. The intent is to notify the driver if they are weaving over the initial bike lane line. It also provides more room for the bicyclists to ride side by side if they choose to.

Vice-C
hair Linke asked about whether the staff plans to present any aspect of this plan to City Council again before the meeting on Nov. 8, 2022.

Trans
portation Director Frank said that staff is required as part of the emergency proclamation to go back to City Council every 60 days. They will be going back to City Council on Oct. 18, 2022, and he is sure there will be some mention of the actions taken as part of the Safer Streets Together Program. City Council has already acted on Option A which is moving forward. City Council will be considering options in addition to Option A on Nov. 8, 2022.

Vice-C
hair Linke asked about one of the aspects of Option A which is vision zero commitment. Can staff present to us what that commitment actually entails at the next meeting. As an example, on the vision zero website it says the absolute core strategy focuses in on speeds. The goal is for all non-arterial streets to have a speed limit of 20-mph. On arterial streets the absolute limit should be 30 to 35-mph. It is a step too far to say that all arterial streets should have a speed limit of 30 to 35-mph. In the absence of making that the speed limit on arterial streets it is to have protected bike lanes with physical barriers and automated speed enforcement. What is the goal for our arterial streets as far as the speed limit, the installation of protected bike lanes and the installation of the automated speed enforcement? Dep
uty City Manager Gomez responded that at the City Council meeting they discussed Vision Zero. The intent is for staff to return with a draft resolution supporting the Vision Zero concept and then City Council will task and direct staff to come back with an action plan on how we are going to move forward. It is in concept at this point and there won’t be any additional information by the Oct. 27, meeting. City Council April 16, 2024
Item #6 Page 93 of 116
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has indicated that they want staff to move forward with Vision Zero and staff will look at that and will be asking for assistance on developing the plan.

Vice-C
hair Linke asked if the Traffic and Mobility Commission will have a chance to review the resolution on Oct. 27, special meeting before it goes before City Council.

Trans
portation Director Frank responded that there is no time schedule given for staff to return to address the Vision Zero resolution. The local agency gets to tailor their own Vision Zero program and therefore changing speed limits on Palomar Airport Road and El Camino Real down to 35-mph would be a serious consideration. He does not see the community getting behind that change. Staff will look at what makes sense for City of Carlsbad.

Dep
uty City Manager Gomez said that on the special meeting on Oct. 27, the Traffic and Mobility Commission will have the ability to weigh in on what they would like to see for the City of Carlsbad.

Com
missioner Coelho asked if each segment of road will be evaluated individually for Vision Zero and hopes that we are not just going to blanket the entire city with one speed limit.

Com
missioner Proulx said that she also viewed the website and understands that Vision Zero are strategies that we can implement within the city and not specific ideas that we have to implement. We can do what works within our community. Are we looking to hire a consultant to write this plan? Vice-C
hair Linke asked if Option C could be considered without the $44 Million school bussing program? In his opinion, speed cushions and access plans would be more effective than crosswalks.

Dep
uty City Manager Gomez said the questions should be deferred until the special meeting.

CITY TRAFFIC ENGINEER COMMENTS:

Trans
portation Planning and Mobility Manager Schmidt said last week he sent out an email outlining the process for the Commissioners to agendize an item. There are three opportunities for bike training this month. On Oct. 4, there is a Smart Cycling Class being held virtually from 6:00 pm – 9:00 pm.

You can register through the San Diego County Bike Coalition.

On Oct. 15, there is Smart City Cycling and that is in the city of Encinitas. This is an abbreviated course from 9:00 a.m. to 12:00 pm.

On Oct
. 18, there is a bicycle friendly driver course virtually from 12:00 pm – 1:00 pm.

On Oct. 25, is the An nual Boards and Commissioners Event and he encourages everyone to attend to celebrate their hard work.

TRAFFIC AND MOBILITY COMMISSION COMMENTS:

Com
missioner Penseyres said they had a Smart Cycling class for the City of Carlsbad Police Department this past week. The intent is for these police officers to go on and take a league certified seminar so they can become instructors and teach others.

Vice-C
hair Linke brought up the public comment on Valley Street and Tamarack Avenue and inquired if staff has an update. There was a promise that staff would evaluate how it is working. Are there any April 16, 2024
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metrics that will be used to evaluate how well it is working? Transportation Director Frank said that staff has committed to a three-phase approach to addressing traffic
concerns at the intersection of Tamarack Avenue and Valley Street. You heard about Phase A which we are moving forward with. We have a public meeting scheduled for next week to as sess the speeding between Skyline Drive and Adams Stre et. The second phase is addressing the traffic signal and intersection improvements that are nearly complete. What staff committed to was returning to the Traffic and Mobility Commission within six months of completion of those improvements. We will be analyzing what will be included in that study which will be both quantitative and quali tative. We will review what operations have taken place. The third phase is what we consider our transformative project on Tamarack Avenue and that is following our Sustainable Mobility Plan. That is not going to be worked on until the next fiscal year due
to staff’s workload. There will be plenty of public outreach opportunities. We have been addressing some construction related issues tied to the improvements and are working with our existing contractor and staff to alleviate some of these concerns.

Vice-Ch
air Linke brought up the other public comment about speeding in Snug Harbor. Is there an update on this issue?
Transportation Director Frank said staff will follow-up on that.

Vice-Chair Linke inquired if there is an update on the Multi-Modal Level of Service since the last meeting of the Ad-Hoc Committee meeting on Aug. 3, 2022.

Transportation Planning and Mobility Manager Schmidt replied that the consultant is updating the tool and
performing the field work analysis. Once completed they will have another ad-hoc committee meeting to present the results and consequently bring to the Traffic and Mobility Commission.

Commissioner Penseyres asked to see the results in advance to have time to look at what is being done and provide feedback. He said something good to come out of the City Council meeting last week is that they want to give the Traffic and Mobility Commission about a month to review all the documents. Do we know how soon before the meeting that we will have the information in front of us? Transportation Planning and Mobility Manager Schmidt said that he can commit to provide the ad-hoc Committee a sufficient amount of time to review the results.

Vice-Chair Linke wants to remind everyone about the Communication Plan. It says when City Staff plans to bring forward an item related to the Work Plan for action to the Planning Commission or the City Council, staff will seek an advisory recommendation from the Commission beforehand. He says the plan they were presented today falls u nder the T raffic and Mobility Commissions duties and we should be reviewing it and in contact with some of the City Council members. Staff then decided to bring it to the Traffic and Mobility Commission as an in formation only item but not for feedback. The C i ty Council has since v oted t o h ave u s re view i t. He is fru strated as w hen h e firs t jo ined t he T raffic an d M obility Commission three years ago they were being b ypassed on the most significant i ssues. He feels we a re reverting b ack to th at a nd th at there are a l ot o f i ssues tha t we have been b ypassed o n.

Staff has gone directly to City Council with items that are o n our Work Plan. We need to get back to the point where our Commission is reviewing these items.

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f 8
Chair Perez commented on the pedestrian bridge between Cannon Road and El Camino Real that is operational, and it is beautiful. Lastly, schools are working on sustainability. For Hope Elementary, is there something we can do about idle parking? Is there something we can do to bring attention to this issue? Can we provide information on this or on greenhouse gas? Transport
ation Director Frank said that staff are working with Hope Elementary to develop their safe routes to school and access plan. Please let us know of any specific people you are talking with that we can reach out to about the idle parking.

ADJOURNMENT:

Chair Perez adjourned the Traffic & Mobility Commission Special Meeting on Oct. 3, 2022, at 6:30 p.m. __________________
_________
Eliane Paiva, Minutes Clerk
April 16, 2024
Item #6

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City Council Chamber
1200 Carlsbad Village Drive
Carlsbad, CA 92008
May 3, 2023
CALL TO ORDER: 5:01 p.m.

ROLL CALL: Hubinger, Kamenjarin, Lafferty, Meenes, Stine, Sabellico, and Merz PLEDGE OF ALLEGIANCE: Commissioner Hubinger led the Pledge of Allegiance.

APPROVAL OF MINUTES:

Minutes of the Regular Meeting held on April 5, 2023
Minutes of the Regular Meeting held on April 19, 2023
Motion by Commissioner Meenes, seconded by Commissioner Kamenjarin, to approve the minutes of the Regular Meeting held April 5, 2023, 6/0/1. (Hubinger – Abstain).

Motion by Commissioner Stine, seconded by Commissioner Kamenjarin, to approve the minutes of the Regular Meeting held April 19, 2023, 7/0.

PUBLIC COMMENT:

Lance Schulte discussed his experience in the field of city planning and made comments related to community input.

CONSENT CALENDAR: None.

At the request of Chair Merz, Item #4 was moved to the end of the agenda.

PUBLIC HEARINGS:

This item was continued from the April 19, 2023, Planning Commission Regular Meeting.

1. CDP 2021 -0056/V 2021 -0003 (DEV2021 -0227) – EDWARDS RESIDENCE - Adoption of a resolution approving a coastal development permit and minor variance to allow for the demolition of an existing single -family residence and construction of a new 3,277 -square- foot, three-story single-family residence with a 537-square-foot attached accessory dwelling unit (under a separate coastal development permit) and attached two-car garage and a front yard setback reduction of five feet and a rear yard setback reduction of one foot six inches, within the Mello II Segment of the city’s Local Coastal Program located at 2669 Garfield Street within Local Facilities Management Zone 1.

ACTION TYPE: Quasi-judicial
STAFF RECOMMENDATION: Adopt the resolution.

PLANNER: Eric Lardy ENGINEER: Nichole Fine
City Planner Eric Lardy introduced and reviewed the PowerPoint presentation (on file in the Office of the City Clerk) addressing the concerns that were raised in the last meeting, June 21, 2023
-Amended

PLANNING COMMISSION
Minutes
Exhibit 5
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Planning Commission Minutes May 3, 2023 Page 2
At Chairperson Merz request, the following Commissioner provided his additional disclosure:
• Commissioner Sabellico disclosed that he visited the site with special attention to the ocean view.

Commissioner Lafferty expressed concern s tha t approvin g th is coul d b e settin g a bad precedent and she cannot support this item.

City planner Lardy responded to Commissioner Lafferty’s comments noting the variance discussed and the alternative design streets policy are two different issues and indicated that if City Council recommends that the alternative design streets policy be re-evaluated, they will do so at that time.

Commissioner Lafferty offered to share the APA’s Planning for Equity Policy Guide with the other members of the Commission adding that perhaps the Commission should consider policies from there.

In response to Commissioner Lafferty ’s inquiry about the impact of building this home without the variance, Applicant Sam Wright responded that the City would be restricting a homeowner from building a home similar in value to their neighbors noting that most homes on that street have the 15-foot front yard setback.

The applicant’s Civil Engineer, John Strominger, added that the city required the developer to design streets that facilitate future construction of future street improvements like sidewalks.

Chair Merz opened the public testimony at 5:25 p.m. and asked if there were any members of the public who wished to speak on the project.

Seeing no one else wishing to speak, Chair Merz closed the public testimony at 5:26 p.m.

In response to Commissioner Stine's request for confirmation that there is no reason to suspect that the applicant’s statement regarding the 15-foot setbacks in the neighborhood is not accurate, Commissioner Lafferty pointed out that the corner house on the Google maps picture has sidewalks and a 15-foot setback and City Planner Lardy added that staff has no reason to believe the statement is inaccurate.

Commissioner discussion began.

Commissioner Stine, Commissioner Meenes and Chair Merz expressed their support for this project.

Motion by Commissioner Meenes, seconded by Commissioner Sabellico, to adopt Resolution No.7478. Motion carried, 6/1 (Lafferty No).

Chair Merz closed the public hearing at 5:32 p.m.

June 21, 2023
April 16, 2024
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2. CDP 2022 -0052 (DEV2022 -0013) – KANTER RESIDENCE – Adoption of a resolution recommending approval of a coastal development permit for the construction of a two-story, 615-square-foot addition and a 402-square-foot second story deck to an existing single-family residence within the Mello II Segment of the city’s Local Coastal Program located at 7249 Mimosa Drive within Local Facilities Management Zone 6.

ACTION TYPE: Quasi-judicial
STAFF RECOMMENDATION: Adopt the resolution.

PLANNER: Lauren Yzaguirre ENGINEER: Nichole Fine
Chair Merz opened the duly noticed public hearing at 5:33p.m.

City Planner Eric Lardy introduced the item and announced that Associate Planner Lauren Yzaguirre will not be making a presentation, but that she is available for questions.

At Chair Merz’s request, the following Commissioners made disclosures as follows:
• Commissioner Hubinger drove by the site
• Commissioner Kamenjarin drove by and walked the area
• Commissioner Meenes drove by and walked the site
• Commissioner Stine drove by the site
• Commissioner Sabellico drove by the site
• Chairperson Merz drove by the site
In response to Chair Merz’s inquiry as to whether construction had begun on the project , Associate Planner Yzaguire confirmed that it had but was halted due to the need for an updated permit requirement which is why this item is before the Commission.

In response to Commissioner Lafferty’s question, Associate Planner Yzaguirre responded that the applicant had a permit to start construction legally, but a plan /construction change required them to stop construction and update their application f rom a Minor Coastal Development Permit to a Major Coastal Development Permit.

In response to Commissioner Stine’s inquiry, Associate Planner Yzaguirre confirmed that there are no scenic corridor issues with this project.

Chair Merz opened the public testimony at 5:38 p.m. and asked if there were any members of the public who wished to speak on the item.

Seeing none, Chair Merz closed public testimony at 5:39 p.m.

Motion by Commissioner Meenes, seconded by Commissioner Stine, to adopt Resolution No. 7479. Motion carried, 7/0.

Chair Merz closed the public hearing at 5:40 p.m.

3. CDP 2023 -0010 - AVENIDA ENCINAS COASTAL RAIL TRAIL AND PEDESTRIAN IMPROVEMENTS – Adoption of a resolution approving a coastal development permit for June 21, 2023
April 16, 2024
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Avenida Encinas Coastal Rail Trail improvements on property generally located along Avenida Encinas Road between Poinsettia Lane and Windrose Circle in Local Facilities Management Zones 9 and 22.

ACTION TYPE: Quasi-judicial
STAFF RECOMMENDATION: Adopt the resolution.

PLANNER: Izzak Mireles ENGINEER: Emad Elias
Chair Merz opened the duly noticed public hearing at 5:40 p.m.

City Planner Eric Lardy introduced the item and Associate Planner Izzak Mireles who reviewed a PowerPoint presentation (on file in the Office of the City Clerk).

At Chair Merz’s request, the following Commissioners made disclosures as follows:
• Commissioner Stine walked by the project
• Commissioner Meenes walked the site
• Commissioner Lafferty indicated familiarity with the site • Commissioner Kamenjarin has driven by the site
• Chair Merz has driven by the site
• Commissioner Sabellico has driven the site many times In response to Commissioner Meenes’ inquiry regarding loss of service (LOS) remaining an A category, Associate Planner Mireles explained that the General Plan and mobility element claim is that a certain level of service needs to be maintained. He added that in this case the vehicles that travel in north and southbound lanes will not be changed with the addition of the bicycle lanes.

Chair Merz opened the public testimony at 5:45 p.m.

Chaz Wick expressed his support for the project and requested more safety precautions for pedestrians in the corridor.

Chairperson Merz closed the public testimony at 5:48 p.m.

In response to Commissioner Meenes’ request for information on improvements included in the project, Associate Engineer Brandon Miles responded with a list of improvements the City has made, based on its research in the area including enhanced crosswalks, other pedestrian/safety improvements and traffic slowing measures including narrowing streets.

In response to Commissioner Stine’s question if there are plans to improve the Windsor Circle crosswalk mentioned in the public comment , Associate Engineer Miles explained the improvements that are already planned for the crosswalk.

In response an inqui ry by Commissioner Lafferty, City Planner Lardy explained that this project design and construction contract was approved by the City Council based on conversations with the Coastal Commission. Mr. Lardy added that since the project changes June 21, 2023
7 April 16, 2024
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capacity of the roadway , staff are processing the C oastal Development Permit prior to construction.

Commissioner Stine expressed support this project adding that it is a good public safety measure.

Commissioner Sabellico concurred, adding that he appreci ates the city’s commitment to safety.

Motion by Commissioner Stine, seconded by Commissioner Meenes, to adopt Resolution No. 7480. Motion carried, 7/0.

Chair Merz closed the public hearing at 5:56pm.

5. CDP 2022 -0019/V 2022 -0002 (DEV 2022-0005) – HOM RESIDENCE: RETAINING WALL VARIANCE – Adoption of a resolution recommending approval of a coastal development permit and variance to allow an unpermitted retaining wall system and wood deck that exceeds standards on a manufactured uphill p erimeter slope with a gradient greater than 40 percent and an elevation differential of greater than fifteen feet on property located at 2170 Twain Avenue within the Mello II Segment of the city’s Local Coastal Program and Local Facilities Management Zone .

ACTION TYPE: Quasi-judicial
STAFF RECOMMENDATION: Adopt the resolution.

PLANNER: Kyle Van Leeuwen ENGINEER: Allison McLaughlin Chair Merz opened the duly noticed public hearing at 5:57 p.m.

At Chair Merz’s request, the following Commissioners made disclosures as follows:
• Commissioner Stine drove by the property, parked & walked the area • Commissioner Meenes drove by the site and walked the side street • Commissioner Kamenjarin drove by the property
• Chair Merz visited site and looked over the fence
City Planner Eric Lardy introduced the item and Planner Kyle Van Leeuwen who reviewed a PowerPoint presentation (on file in the Office of the City Clerk).

In response to Commissioner Meenes’ question about the City being able to discern if the integrity of the walls completed follow City regulations, Associate Planner Kyle Van Leeuwen explained that the soil and the retaining wall were tested on multiple occasions, and staff can say confidently that it is safe and built to a certain level of standards. Mr. Van Leeuwen added that the City used an outsid e evaluator for geological stability as an additional measure for stability.

In response to Commissioner Stine ’s inquiry, Planner Van Leeuwen confirmed that the property owners halted construction upon learning they did not have a permit and have been cooperative through the entire process.

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In response to Commissioner Lafferty’s question, Associate Planner Van Leeuwen explained that this was an unusual circumstance where the contractor misled the residents and as far as informing Carlsbad residents in gene ral, the City staff does the best they can to explain regulations to applicants. Mr. Van Leeuwen added that t his is a well -known section of our code for planners who work the counter and typically people do come in and ask clarifying questions.

Applicant’s representative Paul Klukkas spoke in support of the Homs and reiterated the information provided by Associate City Planner Van Leeuwen.

Chair Merz opened the public testimony at 6:23p.m.

The following individuals spoke in support of the project: Ray Patchett , Robert Hom, Ivan Mendelson, Daniel Toro.

Chair Merz asked if there were any more members of the public who wished to speak on the project. Hearing no one else wishing to speak, he closed the public testimony at 6:33pm.

In response to Commissioner Stine’s question as to whether staff received any comments in opposition to this application, Associate Planner Van Leeuwen replied no.

Commissioner Stine explained he will support the variance.

Motion by Commissioner Meenes , seconded by Commissioner Stine, to adopt Resolution No. 7483. Motion carried, 7/0.

Chair Merz closed the public hearing at 6:40 p.m.

6. CDP 2021 -0044/HDP 2022 -0008/SUP 2021 -0002/SUP 2022 -0002 (PUB 2020 -0009) – EL CAMINO REAL ROAD WIDENING - Adoption of a resolution recommending approval of a coastal development permit, hillside development permit, special use permit – floodplain, and special use permit – El Camino Real, and a waiver of General Plan Open Space Policy 4 - p.6 to allow for road improvements along El Camino Real for property generally located within the public rights-of-way on El Camino Real from Jackspar Drive to Sunny Creek Road, within Local Facilities Management Zone 15.

ACTION TYPE: Quasi-judicial
STAFF RECOMMENDATION: Adopt the resolution.

PLANNER: Izzak Mireles ENGINEER: Tim Carroll
Chair Merz opened the duly noticed public hearing at 6:42 p.m.

Commissioner Sabellico recused himself because he lives in a community that uses that intersection regularly.

June 21, 2023
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At Chair Merz’s request, the following Commissioners made disclosures as follows:
• Commissioner Lafferty is familiar with the site and researched historic registry • Commissioner Stine is familiar with site and drives by regularly • Commissioner Meenes is familiar with site and drives by regularly • Commissioner Hubinger is familiar with site and has driven by many times • Chair Merz is familiar with site and drives by regularly City Planner Eric Lardy introduced the item and Associate Planner Izzak Mireles made the staff PowerPoint presentation (on file in the Office of the City Clerk).

Associate Engineer Brandon Miles responded to Commissioner Meenes that City Council directed staff to move forward with improvements without waiting for a developer to assist with the cost.

Associate Planner Mireles responded to Commissioner Stine that there were questions but no opposition to this project.

Engineering Manager Jason Geldert replied to Commissioner Lafferty’s preservation concerns by explaining that this is this is a low vibration work zone. He explained that with this type of grading it is not necessary to measure since no extra amount of vibration is going on. He added that experience and understanding of how vibrations effect construction informs staff that there is no threat to adobes from this project.

Chair Merz asked if there were any members of the public who wished to speak on the project.

Seeing none, he opened and closed public testimony at 6:58 p.m.

Motion by Commissioner Kamenjarin, seconded by Commissioner Hubinger, to adopt Resolution No. 7484. Motion carried, 6/1 (Sabellico – Absent).

Chair Merz closed the public hearing at 7 p.m.

Chair Merz called for a 5-minute break at 7 p.m.

Chair Merz called the meeting back to order at 7:08 p.m.

4. SDP2022-0003, CDP2022-0023, and PCD2023-0001 (DEV2022-0048) – FPC RESIDENTIAL - 1) Adoption of a resolution denying the appeal and upholding the City Planners’ determination that the project is exempt from the California Environmental Quality Act; and 2) Adoption of a resolution approving a site development plan and a coastal development permit to consolidate three parcels of land, demo an existing self-storage facility, former junkyard, and two abandoned structures, and construct 86 two- and three-story multiple-family residential apartments on a 4.64 acre property located at 7200, 7290, and 7294 Ponto Drive in the southwest quadrant of the city and Local Facilities Management Zone 22.

ACTION TYPE: Quasi-judicial
STAFF RECOMMENDATION: Adopt the resolutions.

PLANNER: Jason Goff ENGINEER: Allison McLaughlin
June 21, 2023
April 16, 2024
Item #6 Page 1164103 of
Planning Commission Minutes May 3, 2023 Page 8
Chair Merz recused himself from Item No. 4 due to a potential conflict of interest since he is a partner at Lee & Associates, the commercial real estate firm involved with both the seller and the buyer of a certain parcel of the project.

In the absence of Chair Merz, Vice-Chair Sabellico acted as chair for the item.

City Planner Lardy reviewed the appeal hearing procedures.

Vice-Chair Sabellico opened the duly noticed public hearing at 7:10 p.m.

At Vice-Chair Sabellico’s request, the following Commissioners made disclosures as follows:
• Commissioner Stine indicated familiarity with the site, has walked perimeter and surrounding areas
• Commissioner Meenes drove and walked perimeter of the site on Ponto • Commissioner Lafferty drove by the site
• Commissioner Kamenjarin indicated familiarity with the site • Commissioner Hubinger indicated familiarity with the site • Commissioner Sabellico visited the site and is familiar with someone who is speaking on behalf of the applicant adding that he will still be fair and impartial Upon Commissioner Meenes’ request, Senior Assistant City Attorney Ronald Kemp reminded the Commission that the role of the Planning Commission is to assure that all the land use decisions are consistent with the policies plans and ordinances adopted by the City Council, state and federal la w. Additionally, Mr. Kemp reminded the C ommissioners about the Housing Accountability Act to encourage local jurisdictions on housing that directs Committees to approve housing projects unless they pose a safety or health threat that cannot be mitigated.

City Planner Eric Lardy introduced the item and Senior Planner Jason Goff reviewed a PowerPoint presentation (on file in the Office of the City Clerk).

In response to Commissioner Lafferty’s inquiry as to the sequence of consideration for this appeal, Senior Assistant City Attorney Kemp recommended that Commissioners consider the appeal of the City Planner’s determination first because if the City Planner’s determination is upheld, the Commission c an go on to consider the project. Mr. Kemp added that i f it is determined that the appellant is correct, then there is no environmental finding, and it would be sent back to staff.

In response to Commissioner Lafferty’s inquiry as to whether there was documentation of the remediation and if there was a biological report done, Planner Goff responded that there was a biological report.

In response to Commissioner Lafferty’s question about the most recent Environmental Impact Report (EIR) City Planner Eri c Lardy responded that the 2015 EIR studied the city comprehensively, but that the determination did not rely on that for the exemption. Mr.

Lardy added that this exemption could have occurred regardless of that EIR.

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Planning Commission Minutes May 3, 2023 Page 9
In response to Commissioner Lafferty’s question as to whether the City has been to the site for analysis , City Planner Lardy explained that no, the analysis looked at the databases available that would list sites with hazardous materials, and nothing was identified on th e site.

The applicant, David Gatsky of H.G. Fenton Company, conducted a PowerPoint presentation of the FPC Residential project. (On file in the Office of the City Clerk.) In response to Commissioner Stine’s request for more information regarding the amenities and open space this project offers, Mr. Gatsky replied with a review of that section of the slide show and reaffirmed the developers goal is to provide the residents with some type of park like amenities with the open space and places to play.

In response to Commissioner Stine’s comment regarding the community’s request for park dedication, the developer discussed the community engagement they did in the neighborhood around the topic and explained the City Council has decided that what they want to do to serve residents within th is facilities management zone, in this part of the city, is to collect a fee to support parks located elsewhere. The developer added that this is consistent with the facilities plan.

In response to Commissioner Lafferty’s inquiry regarding the necessity of reduced setbacks, Mr. Gatsky responded that setback reductions are proposed along the street frontage because they wanted to create a strong street scene and neighborly atmosphere.

Commissioner Lafferty acknowledged the gas line was another constraint and requested an explanation since the setbacks are 7,000 square feet when there is 64,000 square feet of open space. Mr. Gatsky added that the developer found that to be the best compromise since it would allow the developer to create private, usable, open space in the rear yards.

In response to Commissioner Lafferty’s questions about why there are only 13 low-income units being provided , not 20 , Mr. Gatsky explained that the developer meets the requirements with 15% of the 86 units provided being affordable . Mr. Gatsky added that if the developer offered more units, then the low-income number of units offered would also increase.

Senior Assistant City Attorney Kemp added that the setbacks in question are a waiver under density bonus law, which is something the City is require d to give in return for the density bonus.

In response to Commissioner Sabellico’ s question about a fence in between residences and the rail on the easter edge of the project, Mr. Gatsky replied in the affirmative and added that the wall will provide safety as well as sound and vibration protection.

Vice Chair Sabellico directed the appellant, Mr. Lance Schulte to begin his PowerPoint presentation appealing the Planning Commission’s decision to move forward with this project (on file in the Office of the City Clerk).

June 21, 2023
April 16, 2024
Item #6 Page 105 of 116
Planning Commission Minutes May 3, 2023 Page 10
City Planner Lardy responded to Mr. Schulte’s appeal to the project in a PowerPoint presentation (on file in the Office of the City Clerk).

Vice Chair Sabellico invited the appellant to the podium for questions.

In response to Commissioner Stine's request for clarification of the gas line, Sr. Planner Goff confirmed that it runs up the spine of the project.

In response to Commissioner Stine’s question regarding the validity of the applicant’s studies, Mr. Schulte explained state law and case law dictate that the studies need to be done publicly and the applicant’s studies were not.

In response to Commissioner Stine’s request for the Senior Assistant City Attorney Kem p’s opinion on Mr. Schulte’s last comment regarding applicant studies; Mr. Kemp emphasized that the infill exemption requires the Planning Commissioners to consider if the project does result in any significant effects in the area relating to traffic, noise, air quality or water quality.

Mr. Kemp added it is a part of 15332 and he also mentioned he is not aware of any case law that makes conducting studies a violation of CEQA.

In response to Commissioner Stine’s question regarding the distance to Poinsettia Park, Mr.

Schulte agreed it is 2.5 miles from the site of this project and added that a freeway must be crossed to get there.

In response to Commissioner Sabellico’ s question if a CEQA exemption is ever justified, Mr.

Schulte responded that he does think they are justified when the answer is clear that there is no threat to the environment.

Commissioner Stine asked if Mr. Schulte is arguing that the Planning Commission, must impose a park requirement on this project. Mr. Schulte responded yes.

Senior City Attorney Kemp added that the section Mr. Schulte referenced, 20 .44 of the Carlsbad Municipal Code does not apply. Mr. Kemp argued the City can require the developer to pay park in lieu fees, so the Planning Commission does not have the ability to require a dedication of park land for this site.

In response to Commissioner Stine’s inquiry regarding the claim this project is piecemealed, Mr. Schulte explained the Ponto site 18 project overlays and expands upon the boundaries of this project. Mr. Schulte argued that when the City takes that six -acre project that's not exempt from CEQA and the City makes it a 5 acre project it has been piecemealed. In response to this comment, City Planner Lardy added there are no private discretionary applications that are pending or overlay this project and these three parcels did not have any boundary adjustments. City Planner Lardy also added that the 4.6 acres was what was included in the original application.

June 21, 2023
April 16, 2024
Item #6 Page 106 of 116
Planning Commission Minutes May 3, 2023 Page 11
In response to Commissioner Lafferty’s request for clarification regarding the visitor commercial zone not being a part of this, City Planne r Lardy explained this is a split designation zone and that this project is on 3 parcels and was submitted for residential use.

In response to Commissioner Lafferty’s inquiry as to how the project will impact the recently approved road reduction and lack of commercial properties nearby this site, City Planner Lardy responded that now CEQA studies Vehicles Miles Traveled (V MT) and California Pollution Officers Association ( CAPCOA), which is essentially the air pollution control office association that sets forth guidelines of types of developments that they see, and the studies have shown that higher density and low income, especially in areas such as Carlsbad, that have major job centers, does tend to reduce VMT.

In response to Engineering Manager Jason Geldert’s question, Assistant City Attorney Kemp reiterated that staff and the Commission are confined to what was raised in the appeal and further clarified that if staff and Commissioners in evaluating this, think that what Mr. Schulte has now said is not what is in the appeal, then the Planning Commission does not need to consider it in their evaluation. Senior Assistant City Attorney Kemp also addressed the unusual circumstance discussed earlier which is the 10 -inch pipeline running through the middle of the project. Mr. Kemp explained that the significance of making that statement is they're pointing to 15300.2, which is the exemption to the exemption. Mr. Kemp continued to explain that basically, the Commission needs to consider if someone says a 10-inch pipeline on your property is an unusual circumstance you need to consider it by substantial evidence.

Mr. Kemp added that further consideration should be given to whether the appellant has testimony, comparisons or other evidence with regards to the unusual circumstances that will have an impact on the environment.

Vice Chair Sabellico opened public testimony at 8:57 p.m.

The following individuals spoke in opposition to the project: Kathleen Steindlberger, William Rouch, Dale Ordas, Dolores Welty.

The following individuals spoke in support of the project: Bret Schazenbach, Eric Brovold, Andrew Becht, Stacie Green, Jason Santos, Michael McSweeney, Hale Richardson and Heather Riley.

Speaker Chas Wick requested that the developer build a park for the residents nearby.

Vice Chair Sabellico reopened the public testimony at 9:14 p.m. to add the following 15 residents’ names who submitted speaker cards to the record in support of the project but did not wish to speak at the hearing: Ruben Caballos, Mary Chaparro, Emilie Colwell, Tadd Dolfo, Constance Gaughan, Shannon Gaunt, Rhiann Haymes, Whitney Hodges, Anisa Kremer, Toni McMahon, William Morrison, Jeff O’Conner, Angie Ortiz, Chris Rosink, Nicole Weiman.

Vice Chair Sabellico closed the public testimony at 9:16 p.m.

Commissioner Stine, Vice Chair Sabellico, Commissioners Meenes and Kamenjarin expressed their support of the project and staff’s recommendation.

June 21, 2023
April 16, 2024
Item #6 Page 107 of 116
Planning Commission Minutes May 3, 2023 Page 12
Motion by Commissioner Meenes, seconded by Commissioner Stine to adopt Resolution No 7481. Motion carried, 6/0/1 (Merz – Absent).

Vice Chair Sabellico , Commissioner Stine, Commissioner Meenes and Commissioner Kamenjarin expressed his support for the rest of staff’s recommendations.

Motion by Commissioner Stine, seconded by Commissioner Meenes to adopt Resolution No. 7482. Motion carried, 6/0/1 (Merz – Absent).

PLANNING COMMISSION REPORTS/COMMENTS:

In response to Commissioner Lafferty’s question regarding if the Commission is supposed to end meetings in four hours, Senior Assistant City Attorney Kemp responded that he did not find anything in the City's Municipal Code dictating that.

Commissioner Lafferty announced that the next Historic Preservation meeting will be held Monday, May 8, 2023.

Commissioner Stine informed the Commission that the Growth Management Citizen’s Committee has completed its work and there will be a report consistent with The City’s determinations on performance standards going to the City Council.

CITY PLANNER REPORTS: None.

CITY ATTORNEY REPORTS: None.

ADJOURNMENT:

Vice Chair Sabellico adjourned the duly noticed meeting at 9:35 p.m.

Cynthia Vigeland
Administrative Secretary
June 21, 2023
Cynthia Vigeland
April 16, 2024
Item #6 Page 108 of 116
RESQI._UTION NO. 2023-245

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,

CALIFORNIA, APPROVING A COASTAL DEVELOPMENT PERMIT, HILLSIDE DEVELOPMENT PERMIT, SPECIAL USE PERMIT {FLOODPLAIN, SPECIAL USE

PERMIT- EL CAMINO REAL CORRIDOR DEVELOPMENT STANDARDS) AND A WAIVER OF GENERAL PLAN OPEN SPACE POLICY 4-P.6 TO ALLOW FOR A

ROAD IMPROVEMENT PROJECT ALONG EL CAMINO REAL GENERALLY

LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY ON EL CAMINO REAL FROM

SUNNY CREEK ROAD TO JACKSPAR DRIVE WITHIN THE MELLO II SEGMENT

OF THE CITY'S LOCAL COASTAL PROGRAM AND LOCAL FACILITIES MANAGEMENTZONE 15
WHEREAS, City of Carlsbad, "Developer," has filed a verified application with the City of Carlsbad described as right-of-way and a portion of property identified by Assessor's Parcel Number 209-060-4800, 209-060-5800, 209-090-1100 ("the Property"); and WHEREAS, the City Council of the City of Carlsbad, California has determined that it is necessary, desirable and in the public interest to widen El Camino Real from approximately 2,300 feet from Sunny Creek Road to Jackspar Drive to add a third northbound vehicular lane through a combination of roadway widening and pavement restriping, and to add curb and gutter where currently missing; and WHEREAS, a coastal development permit, hillside development permit, special use permit - floodplain, special use permit - El Camino Real corridor development standards, and waiver of General Plan Open Space Policy 4-P.6 to allow for a road improvement project on El Camino Real between Sunny Creek Road and Jackspar Drive are required to complete the project; and WHEREAS, a portion of the area outside the existing right-of-way includes approximately 844 square feet currently designated as a Category 3 open space, which is defined as open space for outdoor recreation; and
WHEREAS, the 844 square feet is included within an area that is landscaped under the existing conditions and does not have any natural habitat value; and EXHIBIT 6
April 16, 2024
Item #6 Page 109 of 116
WHEREAS, the impact to the 844 square feet will require an adjustment to the boundaries of open space area shown on the General Plan Land Use Map; and WHEREAS, the General Plan requires that adjustments of the boundaries of any open space area shown on the Land Use Map be allowed if it is replaced with open space equal in size and environmental quality and that General Plan Policy 4-P.6 allows for the City Council to exempt public rights-of-way from the open space boundary adjustment requirements if environmental analysis is completed and any significant adverse impacts to the value of the open space system are mitigated.; and
WHEREAS, Carlsbad Municipal Code Section 21.54.040.C.{3) requires all concurrently processed development permits to be considered and approved by the same decisionmaker, so the requested coastal development permit, hillside development permit, and special use permits, which normally are approved by the Planning Commission, also require the City Council's approval; and WHEREAS, the City Planner has determined that the road improvements are categorically exempt from the California Environmental Quality Act, or CEQA, pursuant to CEQA Guidelines section 15303{d) Class 3 and that no exception to the exemption as set forth in CEQA Guidelines section 15300.2 applies; and
WHEREAS, the City Council of the City of Carlsbad, California has determined that pursuant to the provisions of the Municipal Code, the Planning Commission did, on May 3, 2023, hold a duly noticed public hearing as prescribed by law to consider Coastal Development Permit CDP2021-0044, Hillside Development Permit HDP2022-0008, Special Use Permit - Floodplain SUP2022-0002, Special Use Permit- El Camino Real Corridor Development Standards SUP2021-0002, and a waiver of General Plan Open Space Policy 4-P.6, as referenced in Planning Commission adopted Resolution No. 7484, Attachment A, recommending to the City Council that they be approved; and WHEREAS, the City Council of the City of Carlsbad held a duly noticed public hearing to consider Coastal Development Permit CDP2021-0044, Hillside Development Permit HDP2022-0008, Special Use April 16, 2024
Item #6 Page 110 of 116
Permit - Floodplain SUP2022-0002, Special Use Permit - El Camino Real Corridor Development Standards SUP2021-0002, and waiver of General Plan Open Space Policy 4-P.6; and WHEREAS, at said public hearing, upon hearing and considering all testimony and arguments, if any, of all persons desiring to be heard, the City Council considered all factors relating to Coastal Development Permit CDP2021-0044, Hillside Development Permit HDP2022-0008, Special Use Permit - Floodplain SUP2022-0002, Special Use Permit - El Camino Real Corridor Development Standards SUP2021-0002, and waiver of General Plan Open Space Policy 4-P.6.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as follows:

1. That the above recitations are true and correct.

2. That the recommendation of the Planning Commission for the approval of Coastal Development Permit CDP2021-0044, Hillside Development Permit HDP2022-0008, Special Use Permit - Floodplain SUP2022-0002, Special Use Permit - El Camino Real Corridor Development Standards SUP2021-0002, and waiver of General Plan Open Space Policy 4-P.6, are adopted
and approved, and that the findings and conditions of
the Planning Commission contained in the Planning Commission adopted Resolution No. 7484 on file with the City Clerk and incorporated herein by reference, are the findings and conditions of the City Council.

3. This action is final the date this resolution is adopted by the City Council. The provisions of Chapter 1.16 of the Carlsbad Municipal Code, "Time Limits for Judicial Review" shall apply:
"NOTICE"
The time within which judicial review of this decision must be sought is governed by Code of Civil Procedure, Section 1094.6, which has been made applicable in the City of Carlsbad by Carlsbad Municipal Code Chapter 1.16. Any petition or other paper seeking review must be filed in the appropriate court not later than the ninetieth day following the date on which this decision becomes final; however, if within ten days after the decision becomes final a request for the record is filed with a deposit in an amount sufficient to cover the estimated cost or preparation of such record, the time within which such petition may be filed in court is extended to not later than the thirtieth day following April 16, 2024
Item #6 Page 111 of 116
the date on which the record is either personally delivered or mailed to the party, or his attorney of record, if he has one. A written request for the preparation of the record of the proceedings shall be filed with the City Clerk, City of Carlsbad, 1200 Carlsbad Village Drive, Carlsbad, CA 92008.

PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the 26th day of Sept., 2023, by the following vote, to wit:

AYES:

NAYS:

ABSTAIN:

ABSENT:

Blackburn, Bhat-Patel, Acosta, Burkholder, Luna.

None.

None.
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KEITH BLACKBURN, Mayor
-J0lvv � SHERRY FREISINGER, City Clerk
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April 16, 2024
Item #6 Page 112 of 116

TRAFFIC SAFETY & MOBILITY COMMISSION
Minutes
Nov. 6, 2023, 4 p.m.

CALL TO ORDER: 4:01 p.m.

ROLL CALL: Fowler, Penseyres, Newlands, and Kohl.

Absent: Coelho, Proulx, Garcia.

PLEDGE OF ALLEGIANCE: Acting Chair Fowler led the Pledge of Allegiance.

APPROVAL OF MINUTES :

Minutes of Regular Meeting held on Oct. 2, 2023
Council Chamber
1200 Carlsbad Village Drive
Carlsbad, CA 92008
Motion by Commissioner Kohl, seconded by Commissioner Newlands, to approve the minutes of the Regular Meeting held on Oct. 2, 2023, as presented. Motion carried, 4/0/3 (Coelho, Proulx, Garcia - Absent}.

PUBLIC COMMENT : None
CONSENT CALENDAR:

Motion by Commissioner Kohl, seconded by Commissioner Penseyres to approve Consent Calendar Item Nos. 1 and 2. Motion carried, 4/0/3 (Coelho, Proulx, Garcia -Absent} .

1. EL CAMINO REAL ROADWAY IMPROVEMENTS FROM SUNNY CREEK ROAD TO JACKSPAR DRIVE CAPITAL IMPROVEMENT PROJECT NO. 6094 - Support staff's recommendation to the City Council to approve the plans and specification s for the El Camino Real Roadway Improvem ents from Sunny Creek Road to Jackspar Drive, Capital Improvement Program (CIP} Project No. 6094. (Staff Contact : Brandon Miles, Public Works Department}.

David Pierce spoke against the proposed widening of the roads on the El Camino Real Roadway from Sunny Creek Road to Jackspar Drive. He further added that the widening of El Camino Real is a potential safety concern to bicyclists and pedestrians ..

2. TRAFFIC CALMING PLANS FOR PARK DRIVE. BLACK RAIL ROAD, PLUM TREE ROAD AND CARRILLO WAY - Support staff's recommendation to the City Council to approve the plans and specifications for the Traffi c Calming Plans for Park Drive, Black Rail Road, Plum Tree Road and Carrillo Way, Capital Improvement Program {CIP} Project No. 6070. (Staff Contact: Miriam Jim and Lindy Pham, Public Works Department}.

DEPARTMENTAL REPORTS:

3. POLICE REPORT REGARDING TRAFFIC & MOBILITY-RELATED MATTERS DURING THE MONTH OF AUGUST AND SEPTEMBER 2023, INCLUDING NOTABLE NEWS FOR THE MONTH OF OCTOBER - Receive a presentat ion from a representative of the City of Carlsbad Police Department that wil l provide an overview of t raffic and mobility-relate d police matters during the months of August and September 2023, includ ing notab le news for the month of October. (Staff Contact:

Lieutenant Alonso De Velasco, Police Department}.

EXHIBIT 7
April 16, 2024
Item #6 Page 113 of 116
Page2
Nov. 6, 2023 Traffic Safety & Mobility Regular Meeting
Staffs Recommendation: Receive the presentation.

Commissioner Garcia joined the meeting at 4:15 p.m.

In response to Commissioner Kohl's inquiry regarding the number of e-bike accidents and if they involved school aged children, Lieutenant De Velasco responded that he did not have the specifics of each collision but, based on his review of the collisions, it does appear that the majority of them did involve high school and middle school students.

In response to Commissioner Kohl's inquiry regarding courses and education for bikes and e-bikes for adults, Lieutenant DeVelasco responded that they do not have courses specifically for adults, they have encouraged adults to attend the same safety courses offered to children . He further added that adults generally have driver's licenses and therefore have a basic understanding of the rules of the road.

In response to Commissioner Penseyres' inquiry about how many traffic collisions involving bicyclists also involved vehicles, Lieutenant DeVelasco explained that the data only represents collisions with injuries, but he will see if he can bring this additional data to the next meeting. He further added that he would w·ork with the crime analyst to generate another chart that would reflect the number of bicyclists versus vehicle collisions and if a bicyclist was at fault, if it was a solo collision or if a vehicle was involved.

In response to Vice-Chair Fowler's inquiry regarding enforcement of the number of people allowed on a bike, Lieutenant DeVelasco responded that there are laws and ordinances in place that they can enforce regarding how many people are allowed on a bike.

In response to Acting Chair Fowler's inquiry regarding the legality of bikes towing trailers for children, Lieutenant DeVelasco responded that there are no violations against it and nothing to enforce .

In response to Acting Chair Fowler's inquiry regarding the tracking of accidents caused by potholes, Lieutenant DeVelasco responded that they receive very few reports of collisions involving potholes .

4. APPROVAL OF THE 2024 REGULAR TRAFFIC SAFETY & MOBILITY COMMISSION MEETING CALENDAR - Adoption of a resolution approving the 2024 Regular Traffic Safety & Mobility Commission Meet ing Calendar. (Staff Contact: Nathan Schmidt, Public Works Department) .

Staff's Recommendation: Adopt the resolution.

Motion by Commissioner Newlands, seconded by Commissioner Kohl, to approve the 2024 Regular Traffic Safety & Mobility Commission Meeting Calendar. Moti on carried, 5/0/ 2 (Coelho, Prou lx - Absent).

CITY TRAFFIC ENGINEER COMMENTS :

City Traffic Engineer John Kim spoke about the ongoing East-West Corridor project and he explained t hat there is typically a gap between the paving work and the comp letion of signing and striping.

He further added that this can lead to increased input from the public due to the temporary condit ions. He added that once the project is complete, he expects to receive more comments regarding the finished project .

April 16, 2024
Item #6 Page 114 of 116

Page 3 ends

Nov. 6, 2023 Traffic Safety & Mobility Regular Meeting
Transportation Director Tom Frank spoke about the status of the ongoing East-West Corridor project and several other ongoing projects, including the pedestrian improvements on Carlsbad Boulevard south of Pine Avenue and the access ramp, pedestrian, bike, and vehicle improvements and lane configurations on the Avenida Encinas Coastal Rail Trail.

Transportation Director Frank commented that he would forward the City Manager's email addressing the ongoing construction projects.

Commissioner Penseyres requested that staff conduct bicyclist counts before and after projects to see if providing extra space for cyclists results in an increase in riders and a decrease in crashes for both individual falls and those involving vehicles.
'
Transportation Director Frank responded that they conducted the before project counts and will conduct the after project counts several months after the project is completed to let the users normalize their behavior.

COMMISSION COMMENTARY AND REQUESTS FOR CONSIDERATION OF MATTERS:

In response to Commissioner Kohl's inquiry about whether the city is looking into implementing the no right turn on red, City Traffic Engineer Kim responded that they are aware of the news articles and will keep an eye on the issue.

In response to Commissioner Kohl's inquiry about implementing speed enforcement cameras, City Traffic Engineer Kim responded that staff does not currently support the implementation of speed enforcement cameras at this time.

In response to Commissioner Kohl's inquiry as to why staff does not currently support the implementation of speed enforcement cameras, City Traffic Engineer Kim explained that, from his own observations, agencies who had utilized them and later on had to back away from them due to various issues related to technology and privacy.

ADJOURNMENT: Acting Chair Fowler adjourned the Traffic Safety & Mobility Commission Regular Meeting on Nov. 6, 2023, at 5:04 p.m. Q ,
~IJ!rm, JTu.lv°'-
' Eliane Paiva
Secretary
April 16, 2024
Item #6 Page 115 of 116
Exhibit 8
Plans,
specifications and contract documents
(on file in the Office of the City Clerk)
April 16, 2024
Item #6 Page 116 of 116

PROJECT

LOCATION

EL CAMINO REAL

ROADWAY IMPROVEMENT PLANS

FROM SUNNY CREEK ROAD TO JACKSPAR DRIVE
PROJECT NO. 6094

CITY OF CARLSBAD

CARLSBAD, CALIFORNIA

CITY COUNCIL

KEITH BLACKBURN - MAYOR

PRIYA BHAT-PATEL - MAYOR PRO TEM

MELANIE BURKHOLDER - COUNCIL MEMBER

CAROLYN LUNA - COUNCIL MEMBER

TERESA ACOSTA - COUNCIL MEMBER

SCOTT CHADWICK - CITY MANAGER

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
INDEX OF SHEETS:

SHEET
1 2
3 4
5-6
7-11
12-13
14-15
16-19
20-21
22-23
24-25
26 27-28
29 30-43

DESCRIPTION

TITLE SHEET

GENERAL NOTES AND INDEX MAP

TYPICAL CROSS SECTIONS

DEMOLITION PLANS

IMPROVEMENT PLANS AND PROFILES

CONSTRUCTION DETAILS

UTILITY PLANS

STORM DRAIN PLANS AND PROFILES

STORM DRAIN DETAILS

SIGNING AND STRIPING PLANS

TRAFFIC CONTROL PLANS

LIGHTING SYSTEM PLANS

TRAFFIC SIGNAL PLANS

RETAINING WALL PLANS

RETAINING WALL DETAILS

LANDSCAPE IMPROVEMENT PLANS
BASIS OF COORDINATES (NAD83)

THE BASIS OF COORDINATES FOR THIS SURVEY IS THE NORTH AMERICAN DATUM OF 1983 {NADB3) CALIFORNIA STATE PLANE COORDINATE SYSTEM OF 1983 (CCSB3) ZONE 6 (EPOCH 1991.35) BASED LOCALLY UPON THE FOLLOWING CONTRClL POINTS ~ER RECORD OF' SURVEY 17271.

STATION NORTHING EASTING
6241021.960

DESCRIPTION
105 1999466.124 2.5" BD, LS 6215, IN WALK NE COR CANNON

RD BRIDGE OVER AGUA HEDIONDA CREEK
1 OB 1996667.594 6248033.709 2.5" BD, LS 6215 IN DRAINAGE INLET N. SIDE PALMER WAY, 100' E'LY OF COUGAR DRIVE
GRID BEARING BETWEEN #105 AND #108 = S 68'14'31" E.

VERTICAL CONTROL (NGVD29)

ELEVATIONS SHOWN HEREON ARE IN TERMS OF THE NATIONAL GEODETIC VERTICAL DA TUM OF 1929 {NGVD29) BASED LOCALLY UPON THE FOLLOWING CITY OF CARLSBAD BENCHMARK:

BENCHMARK ELEVATION
CONTROL POINT 105 ROS 17271 45.41'

SUPPLEMENTAL CONTROL

AS ESTABLISHED FOR THIS PROJECT
NOTE: SUPPLEMENTAL CONTROL POINTS WERE ESTABLISHED HORIZONTALLY BY RTK GPS SURVEY WITH REDUNDANCY.

PT#
2004
2005

NORTHING
1880852.55
1880349.05

EASTING
6254830.24
6254729.32
SOURCE OF TOPOGRAPHY:

ELEY.
463.47
452.61

DESCRIPTION
fd l&d ls2813
fd l&d ls2813

TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM INFORMATION GATHERED ON 01/06/2021 BY AGUIRRE & ASSOCIATES.

TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.

PROJECT LOCATION:

THIS PROJECT IS LOCATED ALONG EL CAMINO REAL FROM SUNNY CREEK ROAD TO JACKSPAR DRIVE IN THE CITY OF CARLSBAD.

IMPERVIOUS AREA:

TOTAL DISTURBED AREA = 2.21 ACRES
(THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC

IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT

STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY

TRENCHES, BACKFILL CUTS, AND SLOPE KEYWAYS)
TOTAL EXISTING IMPERVIOUS AREA = 2.59 ACRES
TOTAL REPLACED IMPERVIOUS AREA = 0.21 ACRES
TOTAL PROPOSED IMPERVIOUS AREA (NEW AND EXISTING) = 3.19 ACRES STORM WATER BMP CATEGORY:

EXEMPT FROM HYDROMODIFICATION (SEE FINAL GREEN STREETS
STORM WATER QUALITY TECHNICAL MEMO FOR DOCUMENTATION).

WORK TO BE DONE:

THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE

FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.

1. 2.

3. 4.

5. 6.

7. CARLSBAD MUNICIPAL CODE

CITY OF CARLSBAD ENGINEERING STANDARDS

THIS SET OF PLANS
RESOLUTION NO. _______ DATED _______ _
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK).

SOILS REPORT AND RECOMMENDATIONS BY ALLIED GEOTECHNICAL ENGINEERS, INC.

DATED 07/16/2021

THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.

B. STORM WATER POLLUTION PREVENTION PLAN: TO BE PREPARED BY OTHERS DATED ______ WDID NO. _______ .

9. FINAL GREEN STREETS STORM WATER QUALITY TECHNICAL MEMO PREPARED BY DOKKEN ENGINEERING DA TED 11/17/2021

10. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK,

CITY OF CARLSBAD BMP DESIGN MANUAL, AND CAL TRANS CONSTRUCTION SITE BMP MANUAL.

CITY OF OCEANSIDE
"DECLARATION OF RESPONSIBLE CHARGE"

I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I

HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.

I UNDERSTAND THA

THE CITY OF CARLS

RESPONSIBILITIES FO
• THE CHECK OF PROJECT
3AD DOES NOT RELIEVE
R PROJECT DESIGN.
:N ENGINEERING FIRM: DOKKE
ADDRESS:

CITY, ST.:
1450
SAND
FRAZEE ROAD, SUITE 100
)IEGO, CA 92108

14.8377 TELEPHONE: 858.5
BY: MARK
(

TARRALL

NAME OF ENGINEER)
R.C.E. NO.: 71953

DRAWINGS
ME AS
DATE:

REGISTRATION EXPIR ATION DATE: 12/31/2025

AND SPECIFICATIONS BY

ENGINEER OF WORK, OF MY
02/14/2024

PACIFIC
OCEAN
DI~~RT
~D .• 10· K•
7 K7E"1 N•';,
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SAN _)J_;;c;o, C:A 92180 (05[i) ;)[4-[i~77
78 'i: ·O CITY OF VISTA
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CITY OF SAN MARCOS

CITY OF ENCINITAS

VICINITY MAP NOT TO SCALE
ABBREVIATIONS:

AB
ABS
AC
APN
AT&T
AVA
BC
BE
Beg
BMP
BVC
CCWD
CFS
CL
CLR
CMWD
Cone
CTSP
DIP
DIST
DWY
Elev
EC
Elect
ESA
EVC
Exist
FG
FL
FPS
GALV
GB
??.oFESS/~
" {
~w 1H6(,u,,v./,f %
6f MARK TARRALL ~
"' "' No, C71953
... Exp, 12/31 /25 2 *

AGGREGATE BASE

ACRYLONITRILE BUTADIENE STYRENE

ASPHALT CONCRETE

ACCESS PARCEL NUMBER

AMERICAN TELEPHONE & TELEGRAPH

AIR VACUUM VAL VE ASSEMBLY

BEGIN HORIZONTAL CURVE

BOTTOM OF ENCASEMENT
BEGIN

BEST MANAGEMENT PRACTICE

BEGIN VERTICAL CURVE

CITY OF CARLSBAD WASTEWATER DIVISION

CUBIC FEET PER SECOND

CHAIN LINK
CLEAR

CARLSBAD MUNICIPAL WATER DISTRICT

CONCRETE

CALTRANS STANDARD PLAN

DUCTILE IRON PIPE

DISTANCE

DRIVEWAY

ELEVATION

END HORIZONTAL CURVE

ELECTRICAL

ENVIRONMENTALLY SENSITIVE AREA

END VERTICAL CURVE

EXISTING

FINISHED GRADE

FLOW LINE

FEET PER SECOND

GALVANIZED

GRADE BREAK

DATE INITIAL
Gtr
HP
IE
KM
KSI
LF
LT
LN
LOL
LEGEND:

ITEM
Exist RIGHT -OF-WAY ............................................... .

RIGHT-OF-WAY ........................................................ .

CENTERLINE ............................................................ ..

TCE .......................................................................... .

SAWCUT ................................................................... ..

DAYLIGHT .................................................................. .

AC ON AB ............................................................... .

BIOFILTRATION BMP ................................................. .

Cone PAVEMENT ...................................................... .

COLD MILL AC AND PLACE AC .............................. ..

FEMA SPECIAL FLOOD HAZARD AREA ZONE AE. ... ..

PROPOSED RETAINING WALL. .................................. ..

PROPOSED CURB AND GUTTER ............................... .

PROPOSED UNDERDRAIN .......................................... .

PROPOSED STORM DRAIN ....................................... ..

CURB INLET TYPE 8 .............................................. ..

CURB INLET TYPE B-2 .......................................... ..

STORM DRAIN CLEANOUT ......................................... .

MODIFIED CURB OUTLET ........................................... .

UNDERDRAIN CLEANOUT (SIZE/TYPE NOTED) ...... ..

HEADWALL TYPE -A .................................................. .

Exist ELECTRIC ........................................................ .

Exist TELEPHONE ................................................... .

Exist T.V. . .............................................................. .

Exist STORM DRAIN ................................................. .

Exist WATER ............................................................. .

Exist ABANDONED WATER ........................................ .

Exist SANITARY SEWER ............................................ .

Exist RECYCLED WATER .......................................... ..

Exist PETROLEUM .................................................... .

Exist CURB AND GUTTER ....................................... ..

Exist CURB .............................................................. .

GUTTER

HINGE POINT

INVERT ELEVATION
KINDER MORGAN ENERGY PARTNERS L.P.

KILOPOUNDS PER SQUARE INCH

LINEAR FEET
LEFT
LANE
MAT
MAX

LAYOUT LINE

MATERIAL

MAXIMUM

MILLIMETER

MINIMUM

MODIFIED
MIL
MIN
CDP 2021-0044
SUP 2021-0002
{PUB 2020-0009)
SYMBOL
10 -11-11-11-11-11-1 I-
I I
('::'::::: :::! ::: : 'J ·;-:: ............ : •-:;
1•~. ._. ."'41· •• .I
~·'I. -'U/i ///!J I • " " I' j . ..

I\ \ \ I
D
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i::!!!,,
121
-
-----E-----
-----1-----
-----TV-----
-----SD-----
-----W-----
--I\----w ---\-I--
-----s-----
-----RW-----
1---□ -□ -□ -□ -
RIGHT
SUP 2022-0002
HDP 2022-0008
RT
RWLOL
R/W
S/C
SCH

RETAINING WALL LAYOUT LINE

RIGHT OF WAY
SD
SDG&E
SDRSD
SF
SW
Swr
TC
TCE
SAWCUT

SCHEDULE

STORM DRAIN

SAN DIEGO GAS AND ELECTRIC

SAN DIEGO REGIONAL STANDARD DRAWING

SQUARE FEET

SIDEWALK
SEWER

TOP OF CURB

TEMPORARY CONSTRUCTION EASEMENT

TOP OF ENCASEMENT MOD
MUTCD
NADB3
NGVD29
No.

MANUAL

OF UNIFORM TRAFFIC CONTROL DEVICES
NORTH AMERICAN DATUM OF 1983
TE
Temp
THVF
Trans
TW

TEMPORARY

TEMPORARY HIGH-VISIBILITY FENCE

TRANSITION
o.c.

OG
PE
PG
PIP
PLA
POT
PROP
PVC
Pvmt
RCP
Rd
Ret
RPM
NATIONAL GEODETIC VERTICAL DA TUM OF 1929

NUMBER TOP OF WALL

ON CENTER

ORIGINAL GROUND

POLYETHYLENE

PERFORMANCE GRADE

PROTECT IN PLACE

PLASTIC
POINT

OF TANGENT

PROPOSED

POLYVINYL CHLORIDE

PAVEMENT

REINFORCED CONCRETE PIPE
ROAD

RETAINING

REINFORCED POLYMER MORTAR

DATE INITIAL DATE INITIAL

TYP TYPICAL

W/ WITH

HAS BUIL TH
P.E. EXP. DATE
REVIEl.'ED BY,

INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD rn TRANSPORTATION DEPARTIMENT 3 TITLE SHEET FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APP~2,~f~'Afl-tl. HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE
DWN BY: PROJECT NO.

I
I DRAWING NO.

CALL 2 FULL WORKING DAYS J'~l",t CIVIL ~~ CHKD BY: DN
REVISION DESCRIPTION 6094
BEFORE YOU DIG or c~c11 ENGINEER OF WORK DlHER APPROVAL CITY APPROVAL RVWD BY: MI DWG 529-1

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
GENERAL NOTES:

1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.

2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE

CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY

STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.

3. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES.

4. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS

BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.

5. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.

6. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M.

ON THE DAY BEFORE THE INSPECTION IS NEEDED INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.

7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,

INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO

ALL LOCAL, STATE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS.

8. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING

A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING

THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE

OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE

EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR

MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS FSIABI !SHED BY IHF CONSIBLJCTION SAFETY ORDERS TIII E 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA

EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.

9. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE

DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART

UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO.

10. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE

CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE

OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.

11. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN

ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER

UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE

PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.

12. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY

AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION

PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.

PROJECT STANDARD PLANS:

SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD), 2018
C-9
C-10
D-02
D-09
D-11A
D-11B
D-12
D-30
D-60
D-61
G-2
G-5
G-7
G-9
G-10
G-11
G-14B
G-27
G-28
G-29
G-30
G-32A
G-32B
TCP-10A
TCP-12A

GRAVITY RETAINING WALLS

GENERAL NOTES AND DETAILS FOR GRAVITY RETAINING WALLS

CURB INLET -TYPE B

STORM DRAIN CLEANOUT -TYPE A

INLETS AND CLEANOUTS NOTES AND DETAILS

CURB INLET OPENING

STRAIGHT HEADWALL -TYPE A

PIPE BEDDING AND TRENCH BACKFILL FOR STORM DRAINS

ROUNDED PIPE ENDS IN DRAINAGE STRUCTURES

CURBS AND GUTTER -COMBINED

DIKES -ASPHALT CONCRETE

SIDEWALKS -TYPICAL SECTIONS

SIDEWALK JOINT LOCATIONS

CONCRETE JOINT DETAILS

CONCRETE CURB, GUTTER, SIDEWALK, AND PAVEMENT REMOVAL AND

REPLACEMENT

CONCRETE DRIVEWAY (NON-CONTIGUOUS SIDEWALK)

CURB RAMP -TYPE A AND B (NEW CONSTRUCTION)
CURB RAMPS -TYPE A-1 AND B-1 (FOR EXISTING SIDEWALK)

CURB RAMP -TYPE C (FOR EXISTING SIDEWALK)

TRUNCATED DOMES

GENERAL NOTES FOR CURB RAMPS

NOTES FOR CURB RAMPS

SIDE OF ROAD WORK AREA -MUL TILANE TRAFFIC CONTROL WITH

CENTERLINE

RIGHT LANE TRAFFIC CLOSURE -ONE LANE

SIDE OF ROAD WORK AREA -MUL TILANE TRAFFIC CONTROL WITH

CENTERLINE -LEFT TRAFFIC LANE CLOSURE -ONE LANE CLOSED
CALTRANS STANDARD PLANS (CTSP), 2018
A10A
A10B
A10C
A10D
A10E
A10F
A10G
A10H
A24C
A62B
A88B
LINES AND SYMBOLS (SHEET 1 OF 5)
LINES AND SYMBOLS (SHEET 2 OF 5)
LINES AND SYMBOLS (SHEET 3 OF 5)
LINES AND SYMBOLS (SHEET 4 OF 5)
LINES AND SYMBOLS (SHEET 5 OF 5)
LEGEND -SOIL (SHEET 1 OF 2)
LEGEND -SOIL (SHEET 2 OF 2)

LEGEND -ROCK

PAVEMENT MARKINGS SYMBOLS AND NUMERALS

LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE SURCHARGE AND WALL

CURB RAMP AND ISLAND PASSAGEWAY DETAILS

ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD
DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE:
* CITY OF CARLSBAD STANDARD
** CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING
••• SDRSD AS MODIFIED BY CITY OF CARLSBAD

13. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCllON NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.

UNDERGROUND SERVICE ALERT (DIG ALERT)
SDG&E
AT&T

SPECTRUM CABLE

COX COMMUNICATIONS

CITY OF CARLSBAD (STREETS AND STORM DRAIN)
*CITY OF CARLSBAD (SEWER.WATER & RECLAIMED WATER)
*SAN DIEGUITO WATER DISTRICT
*LEUCADIA WASTEWATER DISTRICT
*VALLECITOS WATER DISTRICT
*OLIVENHAIN WATER DISTRICT
811
800~411-7343 619 237-2787
800 227-2600
619 262-1122
760 434-2980
760 438-2722
760 633-2650
760 753-0155
760 744-0460
760 753-6466
• BUENA SANITATION DISTRICT (760)726-1340 x1330
*AS APPROPRIATE
STREET NOTES:

1. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND

CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINAIRES SHALL BE "CUT OFF" TYPE.

2. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.

3. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED

WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.

4. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE.

5. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL.

6. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19.

7. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK

SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT.

8. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR.

9. STREET LIGHTS SHALL BE 13,600 LUMENS LED LIGHTS.

SEWER NOTES:

1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES

AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREENBOOK).

2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER AND SUPERINTENDENT.

3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED.

CALTRANS STANDARD PLANS (CTSP), 2018 (Cont.)
B0-3
B3-4A
B3-5
B11-7
D71
T3A
T56
T58
T62
T65
RSP ES-1A
RSP ES-1B
RSP ES-1C
RSP ES-4A
RSP ES-48
RSP ES-4C
ES-5A
RSP ES-5B
ES-5C
RSP ES-5D
RSP ES-7A
RSP ES-7B
RSP ES-7M
RSP ES-7N
RSP ES-70

RSP ES-BA

BRIDGE DETAILS
RETAINING WALL TYPE 5 (CASE 1)
RETAINING WALL DETAILS No.1

CHAIN LINK RAILING

DRAINAGE INLET MARKERS (NO DUMPING)

TEMPORARY RAILING (TYPE K)

TEMPORARY FIBER ROLL

TEMPORARY CONSTRUCTION ENTRANCE

TEMPORARY DRAINAGE INLET PROTECTION

TEMPORARY WATER POLLUTION CONTROL DETAILS (TEMPORARY HIGH-VISIBILITY FENCE)

ELECTRICAL SYSTEMS (LEGEND)

ELECTRICAL SYSTEMS (SIGNAL HEAD MOUNTING)

ELECTRICAL SYSTEMS (PEDESTRIAN SIGNAL HEADS)

ELECTRICAL SYSTEMS (SIGNAL HEADS AND MOUNTINGS)

ELECTRICAL SYSTEMS (LOOP DETECTORS)

ELECTRICAL SYSTEMS (DETECTORS)

ELECTRICAL SYSTEMS (ACCESSIBLE PEDESTRIAN SIGNAL AND PUSH BUTTON

ASSEMBLIES)

ELECTRICAL SYSTEMS (CURB AND SHOULDER TERMINATION, TRENCH, AND

HANDHOLE DETAILS)

ELECTRICAL SYSTEI

BUTTON ASSEMBL

ELECTRICAL SYSTEI

IDENTIFICATION CH

ELECTRICAL SYSTEI

ELECTRICAL SYSTEI
~RACTERS)
vlS (SIGNAL AND LIGHTING STANDARD, DETAIL No. 1)
vlS (SIGNAL AND LIGHTING STANDARD, DETAIL No. 2)
vlS (SIGNAL AND LIGHTING STANDARD, DETAIL No. 3)
vlS (NON-TRAFFIC PULL BOX)
CARLSBAD MUNICIPAL l'ATER DISTRICT STANDARD DRAWINGS, 2022 W-4
W-11
W-23
2" WATER SE
2" AIR-VACU

VALVE BOX A
VICE CONNECTION FOR 1t & 2" METERS

M VALVE ASSEMBLY
,SEMBLY
WATER NOTES:

1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3.

2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D.

LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST

BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.

3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891.

4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,

ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO

COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER.

5. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON PLANS).

6. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS).

7. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET.

8. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE.

9. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES.

10. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH

DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900.

11. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED.

12. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL

REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION.

13. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE

TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER

WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24

INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED.

TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR

WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT

ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE.
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COASTAL ZONE

BOUNDARY
' ----- J:tllJi.. ;ca···· - - - - - - - -.
.,., ,-,-r,-;rs,,; -~---_____ - ---i---.;-~,,_.---,------::ESJ ·I • I -----------···········-·······-· -
------·-·---------....

SIGNING AND STRIPING NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.

2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD LATEST VERSION, AS

AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (LATEST VERSION), THESE PLANS AND THE SPECIAL P~OVISIONS.

3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.

4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE PRIOR TO ANY CHANGE IN THE FIELD.

5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS.

STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL).

6. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.

7. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS ENGLISH STENCILS.

8. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 1D' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.

9. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.

10. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD LATEST VERSION, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.

11. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.

12. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (FHWA'S MUTCD LATEST VERSION, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED.

13. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45.

14. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS.

15. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.

16. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY

THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.

17. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"X12"

18. ALL NEW SIGNS SHALL ALL BE CLEARLY VISIBLE, NOT BLOCKED BY ANY OBSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE ANY VEGETATION BLOCKING NEW SIGNS. l8:_
z z --<
()
0 i;
~
••••r,: -~ _l,I _,=--- -
~~\==-l"=i~ \ w=·~4JB=-L½=1-·r '________________ ---.,-------==:=,------~ ~---9:u == -0·---_ ·-----:----~-----=--·---•----•-~_.,!! 4zo(~l:9=-~ J'~,..,vr-'--·---:__.--=..-~-:,_~ .· • __________ __: ____ ::~ . .::_ O~~(,__ · ~~o' ~gn1i~ =::3~9~Z) ~9==6: ;::-3-9-:___5-~ 394 ~<i~z 3'111>90 -----\£ ___ '" -,_ ""' ""' ----==---)_ - --■-• '!ii. 5, ~ -c.--- c..... EL CAMINO REAL ------------------7t ~. ---
J> 1 \\\\ --.
0 : 11 :;,:;: ,.______ -.\
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' ' ' •
i\
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SHEET 4 -DEMOLITION PLAN
SHEET 5 -IMPROVEMENT PLAN
SHEET 12 -UTILITY PLAN
SHEET 14 -STORM DRAIN PLAN
SHEET 20 -SIGNING AND STRIPING PLAN
SHEET 22 -TRAmc CONTROL PLAN
SHEET 24 -LIGHTING SYSTEM PLAN
-· ·--. ---····---··· -. -····
SHEET 4 -DEMOLITION PLAN
SHEET 6 -IMPROVEMENT PLAN
SHEET 12 -UTILITY PLAN
SHEET 15 -STORM DRAIN PLAN
SHEET 20 -SIGNING AND STRIPING PLAN
SHEET 22 -TRAFFIC CONTROL PLAN
SHEET 24 -LIGHTING SYSTEM PLAN
SHEET 28 -RETAINING WALL PLAN
SHEET 32 -IRRIGATION PLAN
SHEET 40 -LANDSCAPE PLAN
. . -. . . -. . . .

NOT TO SCALE
)
' ' •
1\1 I·, \\,
'(j
SHEET 13 -UTILITY PLAN
SHEET 21 -SIGNING AND STRIPING PLAN
SHEET 23 -TRAFFIC CONTROL PLAN
SHEET 25 -LIGHTING SYSTEM PLAN
SHEET 33 -IRRIGATION PLAN
SHEET 41 -LANDSCAPE PLAN
HAS
P.E. EXP.

REVIEl.'ED BY1

INSPECTOR

BUIL TH
DATE
DATE
I SH;ET I CITY OF CARLSBAD rn TRANSPORTATION DEPARTMENT 3

GENERAL NOTES AND INDEX MAP FOR

EL CAMINO REAL
DI~~RT
??.oFESS/~~ ROADWAY IMPROVEMENTS " --z
~-~D .• 10· K•
7 K7E·◄ N·,, ~w~ ~~ FROM SUNNY CREEK Rd TO JACKSPAR Dr
m -: -, . , ;; '. , u 6f C IG PEKUNECE ~ APP~~:Aµ.i,t HOSSEIN AJIDEH "' "'
~wm;~=z1;m~1NmNm;;wnem~,~¾n~mm~;•-'·#~~""*";~=~m; No. CB7068 -II Exp. D6L3DL2D25 >I-ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE - L51) FRAZEE R:JAD
J''<?e Cl\/1L J.

DWN BY:

I
I DRAWING NO. surrc 1 oo
~
PROJECT NO.

CALL 2 FULL WORKING DAYS
SAN _)J_;;c;o, C:A 92180 (05[i) ;)[4-[i~77 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: DN REVISION DESCRIPTION 6094
BEFORE YOU DIG or c~c11 ENGINEER OF WORK DlHER APPROVAL CITY APPROVAL RVWD BY: MI DWG 529-1

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024

4.5'

4.5'
Exist
R/W
Exist
R/W
Exist
R/W
, TC

5.5 -SW
63'
53'
Exist CURB
==p-======---~=====--=--_
L ______________ ------
ct.

EL CAMINO REAL
I
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T
I
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I
___ l __
VARIES
70'-79'
S/C
3' 15' TC 4,
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'----,----...::'"-.,,-'-.-\I

SLURRY SEAL '--'--
Exist
R/W
Ret WALL
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6'
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I I I TC ON PROFILE
I

BLACK VINYL COATED CL RAILING
PER CTSP B11-7
Ret WALL J
-~ ~--~ '-.
2" COLD MILL AC '--
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Ret WALL
6, LOL
5'
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I 11

TC ON PROFILE
I
w

BLACK VINYL CL RAILING
PER CTSP B11-7
Ret WALL
PER SDRSD G-7
6" AC PG 64-10 (WITH SLURRY SEAL) I 1 ¼LJ 1 '--'--'-.
12" CLASS II AB \ '--
24" OVEREXCAVATION AND SUBGRADE RECOMPACTION TO 95% OF RELATIVE COMPACTION '--'--~ ______ _ TYPE G CURB & Gtr
PER SDRSD G-2
63'

5.5' TC
SW
"ECR" 413+25.00 TO 417+00.45
NEAR SUNNY CREEK Rd TO INTERSECTION OF RANCHO CARLSBAD Dr

NOT TO SCALE
ct.

EL CAMINO REAL
I
53' 35'
I
I
Exist CURB I Exist CURB
I
____ j __
VARIES
45'-108'
S/C
3'
TYPE G CURB & Gtr
PER SDRSD G-2
Exist
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15' T~ 5' 1 5' HP
SW
TC ON PROFILE!
VAR
==p-======---~=====--== =-
'-"'" "J ,. '°"' "'-' " t T" ' ~
L ______________ ------
1% -47-
, TC

5.5 SW
2" AC PG 64-10 (WITH SLURRY SEAL)
6" AC PG 64-10 (WITH SLURRY SEAL)
12" CLASS II AB
24" OVEREXCAVATION AND SUBGRADE RECOMPACTION TO 95% OF RELATIVE COMPACTION 63'
"ECR" 404+11.64 TO 413+25.00
NEAR SUNNY CREEK Rd TO INTERSECTION OF RANCHO CARLSBAD Dr

NOT TO SCALE
ct.

EL CAMINO REAL
I
53' I 35'
I
I
Exist CURB ----.
63'
S/C
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-SW
PER SDRSD G-7
TYPE G CURB & Gtr
PER SDRSD G-2
Exist
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15'
'11•,"~
,-TC ON PROFILE
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1.5%
MAX '):,\
-
==p-=====--------=======--

L---------------------
___ l __ J , •• ,. '""
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2" AC PG 64-10 (WITH SLURRY SEAL) -SW
PER SDRSD G-7
"ECR" 413+25.00 TO 413+37.21
TC 5, I 5'
Iii II I
SW
Exist
R/W

NOT TO SCALE

TC ON PROFILE

1.5%
MAX
-SW WITH THICKENED SW EDGE
IOFIL TRATION BMP -SEE SHEET 16
MBEDDED MOD CURB AND Gtr
"ECR" 404+ 70.84 TO 406+02.00
"ECR" 408+61.00 TO 410+03.60
"ECR" 410+57.92 TO 411+41.43

NOT TO SCALE

TC , , HP
4 I • 6 I
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Exist
R/W

TC ON PROFILE

1.5%
~IT\

OROUS SW
SEE DETAIL SHEET 18
TYPE G CURB & Gtr
PER SDRSD G-2
"ECR" 406+03.00 TO 408+60.00

NOT TO SCALE
(NOTE: "ECR" 406+68.00 TO 408+13.00 INCLUDES
GRADING WITH OVER 15' IN ELEVATION CHANGE)

I HAS BUIL TH
P.E. __ _ EXP. ___ _ DATE

REVIEIJED BY,
INSPECTOR DATE 6" AC PG 64-10 (WITH SLURRY SEAL)
12" CLASS II AB
24" OVEREXCAVATION AND SUBGRADE RECOMPACTION TO 95% OF RELATIVE COMPACTION "ECR" 401 + 75.25 TO 403+56.94
TYPE G CURB & Gtr
PER SDRSD G-2 fSHml CITY OF CARLSBAD
11---+1---+-1-------------+1----,1f----t1----,1f-----ll L__:_J TRANSPORTATION DEPARTMENT ~
~
NEAR SUNNY CREEK Rd TO INTERSECTION OF RANCHO CARLSBAD Dr

NOT TO SCALE
•
CALL 2 FULL WORKING DAYS

BEFORE YOU DIG
H50 Fc<!\.ZEE ROAD
SJITC _QO
~AN j)JJs:::;o. CA tnl~8
WH'ii!/%S/il.'/JM)/Ji/@i/lj.'iJ-"JMJ!iiiiml'MWJ;mJJi%>M!iW1Jiii//i///J/!JilW."1/)!/J/,,wm,,uwmHiJ/!JiJMNk!mlmiJI EN!.311\llEER,NG
(85[]; 514-lJJ77
'*,
DA TE I INlllAL

ENGINEER OF WORK REVISION DESCRIPTION
DA TE I INlllAL
OlHER APPROVAL

DA TE I INITIAL

CITY APPROVAL
TYPICAL CROSS SECTIONS FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPR~~ /JfJ.tl.

ENGINEERING MANAGER
DWN BY:

CHKD BY:___..!lli.

RVWD BY: ___MI

HOSSEIN AJIDEH
RCE 75991 EXPIRES 6 /30 /24 DATE
PROJECT NO.
6094 I
DRAWING NO.

DWG 529-1

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
APN 209-060-58-00APN 209-060-53-00
APN 212-160-31-00
APN 209-090-11-00 APN 209-060-48-00
APN
163-050-43
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024

PROP R/W
I 11 L I 103.39' RT "ECR" 417+28.42 \ \ '
wl Ow Beg REMOVE WALL
6416' RT "ECR" 418+01 05 11 0 76.33' RT "ECR" 417+33.44 I END REMOVE CURB & GUTTER \ --a I O Beg REMOVE CURB & GUTTER \ \ ' ' U <( REMOVE 68' WALL & SALVAGE ORNAMENTAL LIGHT FIXTURE Exist R/W_"i\ \ () REMOVE 143 SF Cone-, z OJ :> PROTECT CITY TREE •• 'w • rh 7, '.\ LEGEND:
-~ €1[) c I cr, , REMOVE CITY TREE -• ---=" S() ' / •
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67.36 LT ECR 417+92.78 ;:; V1 0::: 11 / --~
END REMOVE CURB & GUTTER /;:; 1 ---< ~-11 ----
'-.. /,1/ 11 '-1. I I
'\ ;:; 1/ c; CL, "' 77 44' LT "ECR" II ;:; I (J)' " I . 417+44.36 !;I; '\ /;:; I Beg REMOVE CURB & GUTTER /
'--:c~1/ \ ,c G \ ~
-;:}'\ ".., ~ DEMOLITION PLAN: EL CAMINO REAL 1z_
SCALE: 1"=40' ,.i_ I
I ".., 6 ~,.~~

98.63'"-R.:r "ECR" 410+4i.21 0-\~_\
o' 20' 40' 80'
SCALE· /'=40'
\ /
END REMO.YE AC DIKE \ \~ \\ REMOVE HEADWALL
106.00' RT \'ECR" 410+31.51 TCEl ~ \ 53.35' RT "ECR" 401+90.38 , J Be REMOVE AC DIKE \ Exist R/W REMOVE 7,348 SF AC Pvmt -:f--\\ REMOVE TREE END REMOVE AC DIKE g '\ -} ___ Beg REMOVE CURB & GUTTER
'\. ', _ ___ ~11_11_11_ -56.97' RT "ECR" 404+00.16 EMOVE 39' OF 36" CMP S, 6
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I = -<: __ -___ ',/ \,I \J s -----S • ct "Ei;J;CAMINO REAL" -•J/~ LI r-~Ml.1'18-_BE§ -'2 -y;/ ----_'w__ -_'w__ 'w \,' ~'w~ -I 'w ~-~-s --S --____ -----I----• --~□ -□ ~~ D l=l::_D -'c,,e\·. j_lJl_\j--0. -----□ -,.-\J,:'.-0 -□ -□ -□ -□ -□ -~ • -- ~ S -----G G G S G S G -G. --/'/_ ---~-0 -□ -□ - ~ G S S G ~ ----=----=-,<C_ ~ ----0------------I;/ -- ~ r -------------------____ _s________ ------_s_____ C S _.-e S □s--=o □=-s□-=-n-=ncs--==-~=.uc-=:-~r,;~-- ~ -~--~ ---~-------=::::=:~=-=:.==~'.':=~!'.l_p~"" --::-------------=-==-__!/~_~ ..... -~ F~=~-=~----=--==-:;;;:-~~-=o=--=:-=:-=-:._-:::=:-..... ~ ___ -_-_----------- r 90 . r--r ':,-.::._--: ";~;::~ -===--~ c;--..:,l,I V'Y'U/7'f?v 85 • - - - - - - - - - - j-== ..... _:.~~2~~ -~,: '-f.'<C.!n ~
APN 212-160-31-00
~
\
I
-,c1/
//
,//
I/
APN /12-102-75-00
/i

85. ------------------
95 ~-.:::::
o' 20' 40• 80'
~ I
SCALE: I '=40'

HAS BUIL TH
P.E. __ _ EXP. ___ _ DATE
REVIEl.'ED BY,

INSPECTOR DATE
DEMOLITION PLAN: EL CAMINO REAL
SCALE: 1 "=40'
fSHml CITY OF CARLSBAD
11---+1--+-1 ------------+1---+1---+-1---+-1---11 ~ TRANSPORTATION DEPARTMENT ~
~
CALL 2 FULL WORKING DAYS

BEFORE YOU DIG
H50 FRAZEE R:JAD
SUITC 10,J
SAN _)JJsGO, CA 92188
"IMUONJ/iii/}/iJfJ/j_';J;)MJiiN!X/Wm!NJiiNJ/ii/fJ/j_@MmiiimllJ/j_@)tJNi@l}lffi]'J_/j_O@/NiN//;JfJ_/j_Oii/}/N@/i}imWJJiJlm ENl::JINEERING UU( VU( ,L.UI.V /*,
(85[i) ;)[4-[i~77 DA TE I INITIAL

ENGINEER OF WORK REVISION DESCRIPTION

DATE I INITIAL
OlHER APPROVAL

DATE I INITIAL

CITY APPROVAL

DEMOLITION PLANS FOR

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVED:

H,.,..,,;,.. f1f•l.<t

ENGINEERING MANAGER
DWN BY: ___,.c:___
CHKD BY:___!lli.

RVWD BY: __MI

HOSSEIN AJIDEH
RCE 75991 EXPIRES 6/30/24 DATE

PROJECT NO,
6094 I
DRAV¥1NG NO.

DWG 529-1

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
APN 209-060-58-00
APN 209-060-53-00
APN 212-160-31-00
APN
163-050-43
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
li=----=-==-==f-=====+==== I sot= Ir_-_-_--_-i--i--=--======t========7~=t~==-=--=-======-====it===-. I ----~ 5 1~ ~;; _,!Jo=---------==---+1'.:: ~o _________ JI f T -a~ ~ o ~t ; ~ ·cc 00 • , =~~=:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_====--~~I~ =----------==--:;I~ ~ =====~1===--------l 90 90
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EL CAMINO REAL

ROADWAY IMPROVEMENTS
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HAS BUIL TH
--,: I 1
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//
/i P.E. __ _ EXP. ___ _
REVIE'v/ED BY,

INSPECTOR
60 80'
I
DATE
DATE
IMPROVEMENT PLAN: EL CAMINO REAL
SCALE: 1 "=40'
fSHml CITY OF CARLSBAD I SHEETS I l---+---+--------------+----!-~l---+----1 ~ TRANSPORTATION DEPARTMENT 43 D~~T
CALL 2 FULL WORKING DAYS

BEFORE YOU DIG
J,150 }_~_l\.:,;i,;i,_ _"tOAl.l
SJITE _GO
~AN C_!,GO, CA 98HJLI
DC ]\J
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ENGINEERING
(ll5lJ) 614-~:J77
°?iOfESS/~
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IG PEKUNECE ~
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, OF c~c'' ~

DA TE I INITIAL

ENGINEER OF WORK REVISION DESCRIPTION

DA TE I INITIAL
OlHER APPROVAL

DA TE I INITIAL
CllY APPROVAL
IMPROVEMENT PLANS FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVED: A HOSSEIN AJIDEH fi...,.;.,. fl-ti.

ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE
DWN BY: ......!.ii:'.

CHKD BY: ____Q_N
RVWD BY:___Ml
PROJECT NO.
6094 I
DRAWING NO.

DWG 529-1
'

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
66 68
65 67
64 -hcl
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62 64
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'
7 04"51 '47'1 29.oo· 2.46' Ret _ _ _
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-Vert,·"21· 0 F;?",7 ?? ; ?'inn' , , v--•+•·" ' ' I I I I I I I I I '
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418+50 418+25 418+00 9.08' RT "ECR&RCD-NE" 417+38.35 417+50 417+25 417+00 ....... ,., ......... 1(1~/7 ~\ \ -,✓TCE I
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1 xist =r::s; <('--+---~ ~ECR&RCD-NE" 417+44.17 ~~ ~•,;~ PIP Exisf / • -1W~~~fk!il:.D..=~~..6±2Q.j~
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REVIE'v/ED BY,
"' NW CURB PLAN -TYP~C CURB/RAMP~ EL CAMINO REAL ,,---------------',/ ._____, / "ECR&RCD-NW" / ----------,i ---------------Q INSPECTOR DATE SCALE: 1"=5' ~•
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-" f\TnAT FRT
1\J I f i( C~G 1PEKUNECE \~
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BEFORE YOU DIG
J,150 }_~_l\.:,;i,;i,_ _"tOAl.l
SJITE _GO
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-OF c~c'' ~
(ll5lJ) 614-~:.J77 DATE INITIAL

ENGINEER OF WORK REVISION DESCRIPTION

DATE INITIAL DATE INITIAL
OlHER APPROVAL CllY APPROVAL
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVED: A HOSSEIN AJIDEH 1-f...,,:.,,. fU

ENGINEERING MANAGER
OWN BY:~ CHKD BY: DN
RVWD BY: MT
RCE 75991 EXPIRES 6/30/24 DATE
PROJECT NO.
6094 I
DRAWING NO.

DWG 529-1

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
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65 65
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'Vert,·"=T Vert,·"=r~---+------------+-------------+-------------+--------< 58 58
418+00 417+75 417+50 417+25 417+00

EL CAMINO REAL
(FG 61.98) I~ ' ~
/
-\ 5.50' RT "ECR&JACKSPAR-SE" 417+22.34 ,
MATCH Exist ~ ~
,--
I J
C1
MATC. /Exist
/
/
/ HORIZONTAL DATA TABLE --~1

5.50' RT "ECR&JACKSPAR-SW" 41-?+94.56
(Fq '6Q.06)
MATG:H E~ist <:

I
u
NO. I DELTA/BEARING I RADIUS I LENGTH
38"43'06" 35.00' 23.65'
/
t--1, _..'.:ECR JACK--SPARrSE" 417+22.34
t--/, // I ~-F==t-
rb ~~ // +i/PIP Exi/APFIC SIGNA\ POLE
~&JACKSPAR-SE1" 417+32.34= //

REMARKS

TOP OF CURB
0 2 N27"40'15"W 9.91'
3 "ECR&JACKSPAR-SW" 417+94.56 "' j ................ '"
MATCH Exist \~ -. -.... ..._ _ ____i\r--__ _.,
~~~--LI -I ~---------\ \ <:
~====~~~ 7=81"',,,
TO BE REPLACED <D -I\ ~ " " l> ,tj . -1 "j/ , TYPE A-1 CURB RAMP PER SDRSD 'G-28

7.50' LT "ECR&JAGKcS\PAR-SW"--lfci-~1¾~) ~ _1] /) · ~~ d~ ,_.,@• ',, c---1 ,--i / j7 (TC 60.42) I /. • -b< ,
END ReLCURB PER SDRSD G-01 ~rs::.-= ~~• o0o"oo ~,, ,
MATCH Exist A 1' 00o0.°o0o"oo "' , 0 • -,· 00000;00000 ' ~
• 1 oooqoooo .
- -~ 0000000 ~ X
4 5
6 7
N22"39' 42"W -
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35"52'16" 35.00'
N65"12'00"W -
S72"24'04"W -

4.05'

3.86'

21.91'

7.32'

10.48'
'\ LT 'iEL GAMIN© REAL" 417+38.92 -/ -<5'
TYPE A-1 QURB RAMA PE\R SDRSD GI 28 o ~->, • -. ____ -~ I / ~so, y -•
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" 62.41 I I
Ret CURB
Ret CURB
Ret CURB

TOP OF CURB
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Ret CURB
\
~
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,'?0 /'),"t• ' . :.;,--~ \ I Ml ATCH Exist
I \

5.50' RT "ECR&JACKSPAR-SE" 417+44.25 ~
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~
SCALE: 1 "=5'
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EL CAMINO REAL AND

SW CURB PLAN -TYPE
"ECR&JACKSPAR-sw·
SCALE: 1''=5'
\ Beg'-Ret CURB PER SDRSD G,01
MATCH Exist
\
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~I

JACKSPAR
A-1 CURB
Dr
RAMP
,:

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(05[i) ;)[4-[i~77
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ECR&JACKSPAR-SE 417+~4-~5 1 7.08' LT "ECR&JACKSPAR-SE",\417+44.25 MATCH,.,Ex,st (FG 61 _50) / 1 \ • ' .
<:\ / (TC 61.50) / \ I \ /
, END Ret C.URB PER SDRSD G-0,1 \ \.

EL CAMINO REAL AND

SE CURB PLAN -TYPE
"ECR&JACKSPAR-SE"
SCALE: 1 "=5'
MATCH Exist
JACKSPAR Dr
A-1 CURB RAMP
/
I

HAS BUIL TH
P.E. __ _ EXP. ___ _ DATE
REVIEl.'ED BY,

INSPECTOR DATE
fSHml CITY OF CARLSBAD
11---+1--+--1 ------------+1---+1---+1---+1---11 ~ TRANSPORTATION DEPARTMENT ~
~
·?jtoFESS/~ f;,i.,'O {
'.-!P ;:, ~
~ C~ PEKUNECE ~
"' "' No. CB7068
ell\ Exp. 06/30/2025 * '
.J' • 1,'!-,t CIVIL ~,~
• or c~c11 ~

DATE INITIAL

ENGINEER OF WORK REVISION DESCRIPTION

DATE INITIAL
DlHER APPROVAL

DATE INITIAL

CITY APPROVAL

CONSTRUCTION DETAIIB FOR

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPRO~~/JjW

ENGINEERING MANAGER
DWN BY:

CHKD BY:

RVWD BY:

DN
MI

HOSSEIN AJIDEH
RCE 75991 EXPIRES 6/30/24 DATE
PROJECT NO.
6094 I
DRAV¥1NG NO.

DWG 529-1
I

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
86 86
85 85
I , I
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84 84
~ I I I
~ 0 w 0
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80 79
78 VI
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SCALE: Horiz 1"=5' SCALE: Horiz 1"=5'
' v'ert-r"=r vert-r·=-r-~-----+-------------+------------+----------l 404+00
.,, I I I \ ,,,,, \ ,, ~ ,, /
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' \/ '''-11-1 \l
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tf_
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0--0
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403+ 75 403+50
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\ ' ~ \ '1,1 11~-11-11-1'1-l~//-11-11~
80 79
78 I 5.50' RT "ECR&SUNNYCREEK-NE" 404+17.34 1 , /
ts
FG 82.54 PRIP R
~
~
~
~ +----4-¥,------,, ,"=(-"-~ ,,_ --,!{°'I'' 'f'vt:_y"-"-"-, TC 82.54
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~8~2 tr irC 82!52
7' 10./3• I .I -, V
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, I I I
2 ------
() HORIZONTAL DATA TABLE
NO. DEL TA/BEARING RADIUS LENGTH REMARKS
1 S52'31 '09"W -5.71' TOP OF CURB
2 50'42'13" 15.00' 13.27' TOP OF CURB
"ECR&SUNNYCREEK-NE" 403+98.36 3 S52'31 '09"W -17.32' Ret CURB FL 81.88 TC 82_38 4 50'42'13" 15.00' 13.27' TOP OF CURB
Beg Ret CURB PER SDRSD G-01 5 N52"31 '09"W -4.71' TOP OF CURB ----- ~ ~
6 N52"31 '09"W -16.32' Ret CURB
--"ECR&SUNNYCREEK-NE" 404+04-35=
-----54.73' RT "EL CAMINO REAL" 404+04.64
-----,,______ CASE CM CURB RAMP PER CTSP A88B
"ECR&SUNNYCREEK-NE" 404+17.34 / --------
---------------
r-T--/;l-r-T_T_T~ r-r- 7 Exist R/W
----,---~==• =---T -----,-----~ -----, ______ , -------- 1 I ::::::-:-cs-=
T T
EL
NE
CAMINO REAL AND SUNNY CREEK Rd

CURB PLAN -CASE CM CURB RAMP
"ECR&SUNNYCREEK-NE"
SCALE: 1''=5' ~~T
CALL 2 FULL WORKING DAYS

BEFORE YOU DIG

EL CAMINO REAL
H50 FRAZEE R:JAD
SUITC 10,J
SAN _)JJsGO, CA 92188
---. ,,_ o· KTKTE. N·'·, ~ ' \ ' ."~1 ..
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~, ~
"ECR&SUNNYCREEK-SE" 403+ 70.21
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CASE CM CURB RAMP PER CTSP A88B
~ · 1,;;1 \ ~ ti. -~~
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SE CURB PLAN -CASE CM CURB RAMP
"ECR&SUNNYCREEK-SE"
SCALE: 1 "=5'

HAS BUIL TH
P.E. __ _ EXP. ___ _ DATE
REVIEl.'ED BY,

INSPECTOR DATE
fSHml CITY OF CARLSBAD I SHEETS I
1--+1---+-1-------------+1-------,1f---------t1-------,1f---------ll L___:_J TRANSPORTATION DEPARTMENT 43

DA TE I INITIAL

ENGINEER OF WORK REVISION DESCRIPTION

DATE I INITIAL
DlHER APPROVAL

DATE I INITIAL

CITY APPROVAL

CONSTRUCTION DETAIIB FOR

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVED: A HOSSEIN AJIDEH
f-1~ FU
ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE
DWN BY: CP
CHKD BY: DN
RVWD BY: MT
PROJECT NO.
6094 I
DRAV¥1NG NO.

DWG 529-1

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
Q
Q
Q
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90 80
9+75
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NOTE:
-<D

1. AC DWY SHALL BE 3" AC/6" AB OVER 6" NATIVE r<)
SUBGRADE COMPACTED TO 95% RC. <Xl

2. DWY LENGTH SHALL BE MEASURED FROM BACK OF SW. -" ;~ - I N -..: u ,.... st <Xl
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PROFILE: "DWY 410+23"
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90 80
74 9+90
90 st
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0 0
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PLAN: "SUNNY CREEK"
REVIEl.'ED BY,
~
SCALE· 1'=10'
I
SCALE : 1''=1 O' INSPECTOR DATE
fSHml CITY OF CARLSBAD
1--+1--+-1-------------+1----,1f----t1----,1f----ll ~ TRANSPORTATION DEPARTMENT ~
~

DA TE I INITIAL

ENGINEER OF WORK REVISION DESCRIPTION

DATE I INITIAL
DlHER APPROVAL

DATE I INITIAL

CITY APPROVAL

CONSTRUCTION DETAIIB FOR

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVfi~ /lfM. HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE
OWN BY: lit' 11 PROJECT NO.

CHKD BY:---1lli.

RVWD BY: _MI 6094 I
DRAV¥1NG NO.

DWG 529-1
I

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
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f===-LI --\--'L -·•,.Y i IT T T -,Fy=25.0
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PLAN: SW TAPER STA 404
SCALE : 1"=10'

BLACK VINYL COATED
CL RAILING PER CTSP 811-7
STA H I TOP OF WALL Elev Bot OF FOOTING Elev
FG • N
-
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417+07.48 4.5 64.5
417+24.40 4.0 64.0

TOP EX TEN SI ON
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1. TOP EXTENSION TO BE
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2. WALL TO INCLUDE CLASS 1

FINISH MOJAVE BEIGE COLORED

CONCRETE STAINING, AND
ANTI-GRAFFITI COATING.
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~
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STA 417+07.48 TO 417+24.40

NOT TO SCALE

60.0 60.0
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=~~RV RV RV R\.1# R\.1-
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PLAN: SW Trans STA 408
SCALE : 1 "=1 O'
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57.41' RT "ECR"406+08.48
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CAMINO REAL
-RV------RV--,'7--""-s:-RV------RV------RV------RV#-
PLAN: SW Trans STA 406
SCALE : 1"=10'
~ :':5 I 1" RADIUS s: 0..
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NOTES:

1. CURB HEIGHT IS 6".

2. Cone SHALL BE 520-C-2500.

3. SEE SDRSD G-9 AND G-10 FOR JOINT DETAILS.

4. SLOPE TOP OF CURB 2% TOWARD GUTTER.

BILFILTRA TION BMP

EMBEDDED MOD CURB & GUTTER DETAIL

REVISION DESCRIPTION
STA 404+69.84 TO 406+03.00
STA 406+60.01 TO 410+04.60
STA 410+56.93 TO 411+42.43

NOT TO SCALE

DATE INITIAL DATE INITIAL
OlHER APPROVAL CllY APPROVAL

HAS BUIL TH
P.E. EXP. DATE
REVIE'v/ED BY,

INSPECTOR DATE
~ CITY OF CARLSBAD rn
1 TRANSPORTATION DEPARTMENT 3

CONSTRUCTION DETAIIB FOR

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROE,_ Aj:,/.,1. HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXPIRES 6 /30 /24 DATE
DWN BY: ""
I
I DRAWING NO. PROJECT NO.

CHKD BY: DN 6094 RVWD BY: MT DWG 529-1

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
APN
163-050-43

PIP SDG&E ELECTRICAL LINE
PIP CMWD WATER VALVE (3)
PIP CMWD WATER METER (2)
PIP SDG&E 3" GAS LINE

PROP R/W
POTHOLE #2
POTHOLE #J--~-/
=~f'TP"SD-G&E 3" ELECTRICJ\L✓l:INE
H
Exist R/W ~ .

PIP CMWD 2,,D~TEEL, o 4
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PIP CMWD 8" STEEL ABANDONED WATER LINE
PIP CMWD 8" ACP WATER LINE
PIP CCWD 24" PVC SEWER LINE
PIP CMWD WATER VALVE (3)

PROP R/W

TCE CMWD ABANDONED

TO BE REMOVED
POTHOLE #3.1
POTHOLE #3
7'/n' PIP ~WQ..12.'.:....EVL!YA..IU< ill,LE
-.-,:-

SPECTRUM TELECOM HANDHOLE

TO BE RELOCATED BY OTHERS
APN 209-060-58-00

SPECTRUM TELECOM HANDHOLE
TO BE RELOCATED BY OllHERS
AT&T TCG TELECOM HANDHOLE " ---
TO BE RELOCATED BY OTHER~
----n----" ~" -------------
\ APN 209-060-53-00

PIP AT&T TCG TELECOM LINE

SHALLOW LINES, PROCEED WITH

CAUTION
PIP VERIZON TELECOM LINE \ '
PIP KM 1 O" HIGH PRESSURE

STEEL PETROLEUM LINE

PIP AT&T TELECOM LINE
\
\
\,/ \,/-#-7
PIP SPECTRUM TELECOM LINE\
SHALLOW LINES, PROCEED WITH\/
Exist R/W ll/lAUllON

VERIZON TELECOM HANDHOLE,

TO BE RELOCATED BY OTHERS
L-=:~:::::c,__cc:: i,,-:::__ POTHOLE #102
---..PIP 12" ACP ABANDONED EFFLUENT DISPOSAL

PIPELINE/RECYCLED WATER LINE
POllHOLE #103
I;
►
---
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+ 0
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R\,/ u !'I • " n-D -□~ \,/ \,/ \,/ \,/ \,/ ,, u.l •• .,,,, " • ., ". -,,, • 1, I I SJ ...J -, 'vi 'v/ -□ .-Yo -u .... -: · · · l I l Lu
a-□-□-0~0-0
1 ,c / / : --#!l □ □ a D -041-4--□ D □ D □l=-t,1qsl □ □ , D =Il □~□ --lo , . , ~ R. ] : 3:; • • ' a f--o • □ -□ ~~ □ 0 □ 0 lil-16--0 □ 0 0 0 f □ -□ ti--□ --l.i'.iP1do -□ O GENERAL NOTES:
-AMERICAN TELEPHONE & TELEGRAPH (AT&T)
-CITY OF CARLSBAD WASTEWATER DIVISION (CCWD)
-CARLSBAD MUNICIPAL WATER DISTRICT (CMWD)
-KINDER MORGAN ENERGY PARTNERS L.P. (KM)
-SAN DIEGO GAS & ELECTRIC (SDG&E)
-CONTRACTOR TO CONTACT CMWD FOR REMOVAL
AND REPLACEMENT OF THEIR FACILITIES.
-CMWD VALVE CAN ADJUSlMENTS TO FOLLOW CMWD
STANDARD DRAWING W-23
80' -a-□-□-□ m-□ -□
0 0 0
"' a-I 7 7·-I EL CAMINO REAL ~ "EL CAMINO REAL"_/ J~GJ o' 20· 40' \,/ \,/ \,/ \,/ I \,/ \,/ \,/ \,/ \,/ \,/ Cf) lD ~ 1,1 1,1 I "/., JI\ 1,1 ~ t ~ t I 1,1 1,1 G G ! G I G G G J G f G G 1,1 s Lu SCALE· I "=40' I ___ ," " ". 1•/· --,1~/' ,' ," ' ' , ' ·t '' /' 'i ' , "..z=;=, /:g;tJ POTHOLEDATA s s s I ,c I , ./ ¥ ; ---------.L i ~ , --....J Cf) LJTII ;,-T-i ;;;;;,;:-i ~-,. I I IIWN..... I I ANI IM ....... ---·. . I . I .•.... I ... • .. I .•.•......•.• I I . -· I I I - / -/ / j -7J-----·u ' t.Lt.L·-~·-,.. ~·. -~-·--~·--·-_,_ .... iJT!L \TY
-•-~IKIC

SIZE MAT
3" PLA

DIST TOP I TE I BE

5.30' 3.30'
WW---=-=-----------=------=--~ I I I /~TR_lH,l--TELECOM LINE --PIP r.Mwn .,n" nlP WATFR I INFJ - . -,.. r -,~ 2 \jf"\.,) I '-' I ..JILL..L I .JV\,;IU.L I 11,n, I,,._, ..JIUl,nL , "' -,. \~ ·-....__::----.._ PIP ccwu ti PVC ::.t.wt.1-< UNt ~ j PIP SDG&E 4" PE GAS LINE II ~ 3 ,------... Exist R W _J ~ M " <: CAUTION II ---------I ~ \I L ► ,~
1 -----.::___~....___ PIP KM 16" HIGH PRESSURE STEEL PEllROLEUM LINE II 3.1 ...____ ,c '/ L PIP T&T TCG TELECOM LINE ----.. ,--.__ ~1P cMwD 14" DIP wATER LINE _ , = o= = \ sHAtLow LINEs. PRocEED wITH ~"' 11 / 4 ,. I GAS
fELECOM

TELECOM
3" STEEL
(2)2" PLA
1" PLA

11.70' 3.92'

10.20' 2.80'

9.20' 1.84'
fELECOM (3)2" PLA
"'-.;.:;;\ I rv CAUTION APN 212-160-31-00 II 5
1/ LL-I II
"" / ,::: <( ' II 6 PE
fELECOM ENCASED
__ ':-. /, 1/ I lli TROLEUM

TROLEUM
10" STEEL
10" STEEL PIP SDG&E ELECTRIG'AC ~NE 0....,, ~ PIP CMWD 8" RECLAIMED / 7 PE ,::,· \ WATER LINE A \.1/ ,c ~
PIP CMWJ;J~ PVC WATER LINE B
CMWD WATER ii,fE~R TO BE \ I \ UTILITY PLAN· EL CAMINO REAL ' 101 Pl REMOVED AND REPLACE~ · 102 Pl fELECOM ENCASED
fELECOM (2)1"
:TROLEUM 10"
CCWD SEWER MANHOLE TO BE PROTECTED SCALE: 1"=40' :TROLEUM 10" I
\\ t~
~THOLE #6
(x-i$t R/W
<?s, ...,.
i5 PIP AT&T OVERHEAD TELECOM LINE

PIP AT&T UTILITY POLE

QUEENS POST ARM AND ANCHOR TO BE

ADJUSTED TO GRADE BY OTHERS

PIP AT&T TCG TELECOM LINE

SHALLOW LINES, PROCEED WITH CAUTION

PIP VERIZON TELECOM LINE
SHALLOW LINES, PROCEED :,rt!--C~IO"'N'>'/'--~~
PIP AT&T TELECOM LINE L__ -
-ID•8r-□ -□ -□ -<>
3:: a -□ -a.__ a -a ~, -[] -~IP SPECTRUM TELECOM LINE
._ ~ I\ POTHOLE #5 ',!/ SHALLOW LINES, PROCEED <>
;r \ WITH CAUTION
103 Pl :TROLEUM 10" AT&T TELECOM MANHOLE TO BE ADJUSTED TO GRADE BY OllHERS ,..---,\ ~\ APN 209-090-11-00 PIP AT&T TELECOM MANHOLE 1.. \ \~
cMwD 2" AIR-vAcuuM VALVE ASSEMBLY. APPURTENANCE. AND SERVICE c2) :.;q a \\ PIP cMwD 6" STEEL WATER LINE I TO BE REMOVED AND REPLACED PER CMWD STANDARD DRAWING W-11 ~\ft\ PORTIONS ABANDONED VERIZON TELECOM POTHOLE #101 \.<:. \ \\ TCE LINE TO BE REMOVED AS NECESSARY APN 209-060-48-00 I -PIP 12" ACP ABANDONED EFFLUENT DISPOSAL SPECTRUM TELECOM PEDESTAL

TO BE RELOCATED BY OTHERS

POTHOLE A
POTHOLE #7 ........._ ........._
-SPECTRUM TELECOM HANH OLE

TO BE RELOCATED BY OTHERS
.-·--~;w~ --~·.•.~ .. ··i\:•:.'.-?-" ... ~.:~;-t·•.--'.::;.:.~ :_!-·,-•u~: l:.O::J.-::►. ~~.- PIP CMWD 20" STEEL -jJ PIPELINE/RECYCLE~. WATER LINE I
ABANDONED WATER LINE [TCE (), . PIP CMWD 12 PVC WATER LINE PER CMWD DWG 85-101 ..,....,_.. SPECTRUM TELECOM HANDHOLE POTHOLE 4 _ --- ----:'.> \\ TO BE ADJUSTED TO GRADE BY OTHERS -IL---PROP R -:---,.._/W b \\ AT&T TCG TELECOM HANDHOLE {_Exist R/1 -~ ~ \ , TO BE ADJUSTED TO GRADE BY OTHERS
. --•. -· . . .. · . , . -··-. . . . . .. .. . , - ---"'----'-----"lL\ ,. _ . _ LINE 0

POTHOLE B I --&PIP VERIZON TELECOM
• •.:• .• '; • •"' •r • • ~ •,;:-•\:--:.-,~ • .•' •••-~ •.'c"", •-• ~-( j \ \ •/ / . - -, --., •• I I J _JI.() .. , .. • "·: •-12 • -r :r -1
Ulr,T ..,. ' 'r , ·r ' '/<<-"' Ir r r T,', r r " r .\------/ ,--\i-' ~ -/ -···-·-~-~ /_r -•• 18 rT"I -r • --t, --7" _ I .......
, • ' z ~ ·-. "
fT1 , -"' :c-:----,-" . ' " ' T I T ' ,,.· , ~ T . T + • • • • ~ fT1 R\,/ ,, Rv/ /I i,, R'w RIJ •• R "" R\,/ ,, RIJ / RIJ R\i/ ,., RW R'w ~-Rw' / \ . r I R\,/ R\,/ . ' R\,/ , ' ' =: """ -' R\,/ •• ----' ,, / , -\ ,, l -· .. R\,/ R\,/ --0::: ,-, ~ 'vi ,, vi 'vi "" '\ \,/ ~ ~ ~-•.. • ,: .. :·?. ;·:'__-:;_._· :?·•:;•';:'><'··· •.. , •. :·,·•· > ,-• ;:~·:.•···.•;>:.;.c.o:•.','.\·.i•.,·.·•:-•>Il':.f::•, .. - . ., ... ,.. ....
tD ~ F-"\ \,/ \,/ ',/ "' -f-1 <> \,/ I \,/ E L C A Ki1 I N O R E';'s; L \,/ // ;,/.. -,., . " \,/ \,/ 0 \,/ \,/ \,/Lu(.) f-
o..... I -, I 7 ------,-, \,/'" \,/ ' \,/ ,
< ;r -I l I I 7 " I 7 • I ~ • '' "' I . .'!w7 ~ / l.,L...'.' 7 ~ = w I --1\ l ' I I L I 1 " ' I \,/ ~ ' ', 'vJ " • •• ., I • ' I I I . • , -, I I 1 1 ---, ' ------, Ii 7 I 7 w fT1 = 1 0 -\--a ' 1_ 0 0 ---,m9,=o-!____0 408 L • • • •<T<" uu. 1 L 406 _0L__.-c□ □ -,□4-os-:mii.: ,□ □ ,;: p, L □ =-¼:@4 □ -□'b:--=□ t--□ □ 4D3"b [j O O J:I ---,---,,r,,,,,__0 0 ----i□ , 0 0 L.:....□ , 0 , 0 <( I ...., • 0 -~ !l Uo A-4-A-□ -a ..... 0 ~ 7 ---r"t:JL 1 • ./'4Ul L I f- -n ,., L'' --==v .,.,u -□ l,/ \,/ \,/ \,/ -U -= / 0 Cf) ~ O -~ .,,,, -u ,:□ □ -□ -□ -□ -~-□ -□ -□ -;1-□ _,._a .,,,, / .,,,, .,,,,/ .• .,,,, .,,,, "' .,,,, .,,,, "' .,,,, 1 en G) ;o \,/ / / 0
::i:: = ,c \ \,/ \,/ s s -
0 ,-._ T <>'---□-□--J -□-□-□-□-□-,b----,-□-□--ryL___□-□-□-□-□-□-□-□-□-□-o i "EL CAMINO REAL" ~Www \,/1 \ s s G G " -• C. I C. I C. /, -□ -
-1-1>-;1 SG \ G G s s , -, 1' s 1 s • I, I --4)2..• C, s ~ e s s □s-□ □=-s□ □ □,---=□-□ rs--Z(I) .... \ s s ► s ~ i;ff~ 7 -r. I":~---- ~ ~ c-~ -G \
\
I
"lei,~~,ru"~=~:/~;~r,z,-u,cj --~ --• • if -~= rn • • -~ -----~ ------"'I METER SIZI,_ :if"·==-~--..: I l• ~6''---HJGH PRES~le--S-TEE'.l--PETROLEUM LINE 1/ 2" BACK FLOW PREVENTER --~ ;;--.-.._ ----..______ ,
MAXIMUM GPM DEMAND: 29 GPM ,: PIP SDG&E 3" PE GAS LINE PIP SDG&E 4" PE GAS JilNE SEE LANDSCAPE IMPROVEMENT PLANS I APN 112-102-75-00
APN 212-160-31-00 I I (';
CMWD 2" WATER SERVICE TO BE REMOVED

AND REPLACED PER CMWD STANDARD
DRAWING W-4
I
I
I
PLA
STEEL
STEEL
STEEL

6.10' 3.78'

2.50' -I s.10·
KINDER MORGAN 1.90' 3.76'
KINDER MORGAN 3.90' 5.52'
AT&T 8.80' 2.72'
VERIZON 2.80' 1.50'
KINDER MORGAN 28.20' 6.67'
KINDER MORGAN 55.67' 3.50'
KINDER MORGAN 64.29' 3.83'
o' 20' 40' 80'
~ I
SCALE I '=40'

HAS BUIL TH
P.E. __ _ EXP. ___ _ DATE
REVIEl.'ED BY•

INSPECTOR DATE
CMWD 2" WATER SERVICE TO BE

ABANDONED
UTILITY PLAN: EL CAMINO REAL
SCALE: 1 "=40'
fSHml CITY OF CARLSBAD I SHEETS I
11---+1--+-1 -----------+1---+1---+1---+1---11 ~ TRANSPORTATION DEPARTMENT 43 •
CALL 2 FULL WORKING DAYS

BEFORE YOU DIG
1150 FRAZEE RCIAD
S-:JITC 1~0
SAN _)JJsGO, CA 92188
"/MWINJ/iii/}/jftJIJ.@J@ii/W/JllJ;J/Jt!Nii/NIJ/ffiJ'1.'i.OMJiiiilmliJ/l.@JmiN/@i}/;Jfil@JiiN!,1/NW.WJ/iN!@®MH0)@

ENGINEERING
(ll58) 514 8~77
C87068

DA TE I INITIAL

ENGINEER OF WORK REVISION DESCRIPTION
DA TE I INlllAL
OlHER APPROVAL
DATE I INlllAL

CITY APPROVAL

UTIIJTY PLANS FOR

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROf~ Aj:.J4 HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE
DWN BY: ___ce_
CHKD BY: --1lli.

RVWD BY: __MI
PROJECT NO.
6094 I
DRAWING NO.

DWG 529-1

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
I r
PIP AT&T TELECOM LINE \ \ \ \
PIP 12" PVC RECYCLED WATER LINE "' \ \ £.

PIP SPECTRUM TELECOM LINE ~
PIP SDG&E ELECTRICAL LINE \ "' i O I
I I I [
PIP VERIZON TELECOM LINE APN 209-090-11-00 PIP SDG&E 3" PE GAS LINE ,~ ,, 0 \ 1 PIP 12" ACP ABANDONED EFFLUENT DISPOSAL \ \ ~~ g2 q:.

PIPELINE/RECYCLED WATER LINE \ I -~'%,\-h'
A) \ o_; '1'--,.\.,'.

I
\
£.

PIP CMWD 12" PVC WATER LINE
PIP CMW~3~ WATER LINE
PIP CMWD AVA (5)
0 ,,;1/ \ CT\ _,_,_ __ --
GENERAL NOTES:
-AMERICAN TELEPHONE & TELEGRAPH (AT&T)
-CITY OF CARLSBAD WASTEWATER DIVISION (CCWD)
-CARLSBAD MUNICIPAL WATER DISTRICT (CM\\O)
-KINDER MORGAN ENERGY PARTNERS L.P. (KM)
-SAN DIEGO GAS & ELECTRIC (SDG&E)
- - ----
/
PIP CMWD 12" PVC WATER LINE PIP CM
7 WD AY!}/ \ \ ~""' --""' --
ll) _ _ _ PIP AT&T TCG TELECOM LINE ,,,,:J,1/ \ "' i \ \ -~~~J o _ ---== + r ,, g_ _ _ ,,;1/ \ \J n _ -u --
2 1
~ -T ' ---T ~ _ rExist R/W //~ • '\ ~ -~ -~~ =--'<--
"' r --,,,,,-~
1/ ---+---r.<ti: 'I - -r. .-, r n-o""c::::;. --------J: b---__.l+~H-:<.-," T " • N -~ Q::: ,-\,'--,_____ T __________,,
~ I-r-----1, R\,'--'----Rw--,___ __ R'w Q T " " _o --39' = LLl -----1, _____ "-----~~-------L-Rw---,,.____+-Rw--,_____ II r T ,, ', , ~~-1--"~ -o -o LLl --"-----v-..,_____ E RV;:::-----~--Rv R •~» RI/ ',' " ----:i.:,P -o ~Uic□ -□ ~-i'o~□ -,---vi C,4,.~AIL'IQ REti.L i/1 " -------------:o~~ o-o-s (n I;;,/-D --□ 1 :, v/-----v-----1'1, __ _E_:=-±:.-,:,:~--+~µ""~l-µr#---i--------o ~-o --\..I ------ -.c-□ "39"@.---□-=-o ' ,/ ,/ '' ,/ ---. . • ~ _.--= -0 -$ --C - LLl -□ -□ • --0 -------u
LLl LLl " -1;1s~□ -□ -□ -□ ----:D (/) ,, o o -□ -□ ,,,_""--o-o-; ---- ~ (/)1'7'="-=~:~---v-----v::;;--:=-==-< ----:391,}'-o -□ -□ -□ -□ o -□ -□ '--o -□ -□ pi\□ '° $4 --~ -o o =-=---___--u ._J ·:-----o-0-0-0-□-□-□r O'w' □ □ -□-□-□-□ 3ln, ',l!i ~ 5 ~ \, £. si,c= 0==□--~□-□-0-0 -G • -□ -□ -□ ~ 16 IW1J,-~□ u--ta :r G-----S -----s i-----V--+---J~y_____ -□-□ -□-□ -Q,,i~--00 ---□-□-□ -□ □, □-\-\ _.:·J,_1---s G ----G -----G I s_-_-_---,--f/----_-_-_------_:._7-~:._~i::_:._-::-V---_-_-_-_______ -----II ----'<!,~--_ __,,.,_-+-i+--J,.---1---_ --=--=--=--=--=--=--=-~-,s__:.t=--_-_:=o_e-c_:=o_cc_oe-~"---~='.'.--:"-°'.:-'."~~= ----- <( ;------,-----------------l~ s ____ s _____ s I s--f----s ~ I GS\ 1 -G \ __ -______ PE~CJ,1WD DWG 85-101 ~ I I 7:J --------------===---G G G " G G '\ I \\\ ' .---; ---~------ -·--·····-__ ., - -··---.. o_ ---D------~---=---=-----~-..:: s :1: s s..___,__ __ I ~
, PIP SDG&E 4• PE GAS LINE_} ; ; ; ___
0 __ ,, __ -~~~,~ 7---=1-1-J----1--~~~\ \\\ \= ~ )~Vy /J '.? " ~ /1/
', 1 \,.\ \ _l,.,k-"" = = ~ ,1-\ ,_ ="©:'Y1 "'
" 11111 I \ "' ~\ ""\ \ -1 "'"'
/
PIP CCWD 8 PVC SEWER LINE _j PIP SDG&E 3" PE _1;4.§il'f-lN~"' ~, \ \ ii~, ~ f1l ~ -~ 0 ,, ¼:;1~-1~ "
_.=--\ \ ~-\ .:::-::-::.1 '---'-1 /
0 '~
1 -· -· --"' soc&e =c~'"\ u,e~ : I\\ 1, . ~--~
I
PIP KM 16" HIGH PRESSURE STEEL PETROLEUM LINE
PIP KM 1 O" HIGH PRE-S-Sl:IRE--S'fEE~ P_E-TR()_tElJM-=tlNE =1=1 -~ --- APN 212-1n1-n1-nn
/
o· 20· 40•
~
SCALE: 1 "=40'
80'
I
/,_'{)-~'---'---' HAS BUIL TH ' '
APN 212-130~44-00 I I r'd , ' '---
'
0 \ \<fl\ ' ~
PIP 12" ACP ABANDONED RECYCLED WATER LI~~ \~ \\
UTILITY PLAN: EL CAMINO REAL 111\\ P.E. EXP. DATE
SCALE: 1 "=40' REVIEl.'ED BY1

INSPECTOR DATE
~ CITY OF CARLSBAD rn
3 TRANSPORTATION DEPARTMENT 3

UTIIJTY PLANS FOR

EL CAMINO REAL
DIC }ll ;-RT ??-oFESS/~~ ROADWAY IMPROVEMENTS
~Q_()_~~-1-7~
" ---z
~-
~w~ ~~ FROM SUNNY CREEK Rd TO JACKSPAR Dr
§ C IG PEKUNECE ~ APPROVfiD: A HOSSEIN AJIDEH
"' "' ~f-U No, CB7068
ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE -ENl::JINEERING -II Exp. D6L3DL2D25 * H50 FRAZEE R:JAD
"',;?~ Cl\/1L J.

DWN BY: ce
I
I DRAV¥1NG NO. SUITC 10,J PROJECT NO.

CALL 2 FULL WORKING DAYS
SAN _)JJsGO, CA 92188 (05[i) ;)[4-[i~77 □ATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: DN REVISION DESCRIPTION 6094
BEFORE YOU DIG or c~c1I ENGINEER OF WORK OlHER APPROVAL CITY APPROVAL RVWD BY: MI DWG 529-1

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
APN 209-060-58-00
APN 209-060-53-00
APN 212-160-31-00
APN 163-050-43
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
6" MIN EMBEDDED

MOD CURB & GUTTER
SEE DETAIL SHEET 11

ASPHALT

CONCRETE

CURB CUT
SEE DETAIL SHEET 18
' (fl "' w -o ll:'. f
< >, STREET
FLOW. -, i-1
I
(0
-.-,--.
, I j1. ,·.· .. ·. ___ ·. i". ,. N I .-•. •
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1:...._ ----··
!.rrrJ!mnrP~irrl

COMPACTED -

SUBGRADE
I D
I
30 MIL PLASTIC LINER
SEE DETAIL SHEET 16

SPLASH PAD
SEE DETAIL SHEET 18
~~VAVAVAED
:1 II. U~S~J~fgE

BIOFIL TRATION SOIL MEDIA
8" PER FORA TED
SCH 40 PVC PIPE

4.5'
':.i-
,c.,.t:
5' SIDEWALK

1.5% MAX
- . :~•;· ., ... .. ~ • .• ..
r"-'m'
I ~,,"112" tbaPACTED

SUBGRADE
SIDEWALK PER SDRSD G-7

W/ THICKENED SIDEWALK EDGE TREATMENT
30 MIL PLASTIC LINER
SEE DETAIL SHEET 16
3" CHOKER LAYER

GRAVEL LA YER
(AASHTO #57 STONE)

CURB CUT
SEE DETAIL SHEET 18
6" MIN EMBEDDED

MOD CURB & GUTTER
SEE DETAIL SHEET 11

ASPHALT

CONCRETE
STREET
FLOW.
-.-,---.,
-,n
I
I
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}} . ,_•. -i .,, -. . ;.• . . -~
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----·----·-.. =
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COMPACTED

SUBGRADE
30 MIL PLASTIC LINER
SEE DETAIL SHEET 16

SPLASH PAD
SEE DETAIL SHEET 18
7__
4: J
.....
' (fl "' w -o ll:'. f
< >,
(0

BIOFIL TRATION SOIL MEDIA
8" PER FORA TED
SCH 40 PVC PIPE

4.5'

SHREDDED

HARDWOOD
MULCH
':.i-
5' SIDEWALK

1.5% MAX
- -.---\ ..

SUBGRADE
SIDEWALK PER SDRSD G-7

W/ THICKENED SIDEWALK EDGE TREATMENT
30 MIL PLASTIC LINER
SEE DETAIL SHEET 16
3" CHOKER LA YER

GRAVEL LA YER
(AASHTO #57 STONE)
30 MIL PLASTIC LINER
BIOFIL TRATION BMP 1 & 2 TYPICAL SECTION BIOFIL TRATION BMP 3 TYPICAL SECTION

NOT TO SCALE
l[
~
J
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u
;;,

FEMA SPECIAL

FLOOD HAZARD

AREA ZONE AE
zm! ;;,\
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..---------• , <![ J_j • 's ~ ,-PROP
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NOT TO SCALE
8" OBSERVATION WELL
RIM=81.65'

SEE STORM DRAIN DETAIL
SHEET 17

55.75' RT "ECR" 411+37.51
\
~

53.50' RT "ECR" 410+57 92 \ I
END BIOFIL TRA TION BMP 1 \

55.75' RT "ECR" 410+61.85 \ I
8" CLEANOUT
~
RIM=82 50' -, \

53.00' RT "ECR" 413+35 00 SEE STORM DRAIN DE.TAIL ~EH-E~~i~ UN MODIFIED CURB • \DE\R~~E/~0~~6~~1oiRJ1~ i~~~~[ ~~;tf1E139~ -----"' ':l \ '.\;' '-.,_SEE DRAINA~~F6LETfj[1~E~~P1~\ ,/ 8" OVERFLOW RISER
RIM=81.33', IE=77.13
SEE STORM DRAIN DETAIL SHEET 17 ~
0· ,,~· -~ C) ',/ ~ , w~·
-.(';Ji 1.--7, / Q
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' ».u 11-11 I ~ ~= :.J 1 / r-11 II 1-.' •
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0 _-_ ___ _ ,6" SEE STORM ,J.~bJ:J:-7-6.62.'.."' -;:;<e-:---.,,;_.':=--R\J---,,'----= T .Lu,- 1 = □ -□ --'416-□ o --------, DRAltLD!s-lA1[:-SHEE-T-1f / 5:3-5(')'\JR-T~E-,, -r.\J---,,'-----• Lu --',/ ',/-----" --+--= D O -□ -4-1ll -□ --□ D --·--= 1 I ··--· -• -GR-=-4-1-1+,4.1.45___ -R\-.'---+---~1 Lu ------=----',/ '-i~ ',/ =---~->c--~--~-----~---D 0414-□ D -□ -□ -□ _;,cl II'B.e~ l':llEJFll:--TR-A-TIGN-6Me_J 'w---=--~-<( :I:

G G G ,_~I ',/ ',/ ',/ --',,---~--~ - -1'.D' -□ -□ -Ii I C7 1-.' -~-tn Cl) Exist R/W 60;_' _ I f ~ ll '::J --.,_
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J I
NOTES:

1. BIOFIL TIRA TION BMP CONFINED BY TYPE A GRAVITY WALL, lHICKENED SIDEWALK, AND EMBEDDED MOD CURB & Gtr.

SEE IMPROVEMENT PLAN SHEETS.

2. FOR 8" CLEANOUT, 24"x24" CLEANOUT, 8" OBSERVATION
WELL, 8" OVERFLOW RISER, MODIFIED CURB OUTLET, AND
BIOFILTIRATION BMP, SEE STORM DRAIN DETAIL SHEETS.

3. MODIFIED CURB OUTLET STATION/OFFSET TAKEN AT CENTER
OF STRUCTURE AT TOP OF CURB.

4. BIOFILTIRATION BMP STATION/OFFSET TAKEN AT BACK OF
CURB.

5. 24"X24" CLEANOUT STATION/OFFSET TAKEN AT CENTER OF
STIRUClURE.
o· 20· 40• 80'
~ I
SCALE: 1 "=40'

HAS BUIL TH
P.E. __ _ EXP. ___ _ DATE
REVIEl.'ED BY,

INSPECTOR DATE
0 STORM DRAIN DATA
STORM DRAIN PLAN: EL CAMINO REAL
SCALE: 1 "=40'
fSHml CITY OF CARLSBAD
1--+1---+-1------------1-----,1f------t1-----,1f--------ll ~ TIRANSPORTATION DEPARTMENT ~
~
NO. BEARING RADIUS
1 S61'10'13"E -
2 S59'33'15"E -
3 S58'08'16"E -
4 S57'00'35"E -

LENGTH REMARKS

98.28' 8" NON-PERFORATED PVC

76.20' 8" PERFORATED PVC

62.50' 8" NON-PERFORATED PVC
CALL 2 FULL WORKING DAYS

BEFORE YOU DIG
H50 FRAZEE R:JAD
SUITC 10,J
"IMUONJ/iii/}/iJfJ/j_';J;)MJiiiJ.X/Wm!NJ//NiJl//fJIJ.'WMmiiimliJ/l.,;Ji)/JNi@l}lffi]'J.'i.Om!/NiN//;JfJ.'j_OJ;J//Nim/i}imWJJiJlm ENl::JINEERING
SAN _)JJsGO, CA 92188 (85li) 314-!i~77
C52187
12/31/24 '*·

DA TE I INITIAL

ENGINEER OF WORK REVISION DESCRIPTION

DATE I INITIAL DATE I INITIAL
DlHER APPROVAL CITY APPROVAL

STORM DRAIN PLANS AND PROFILES FOR

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVED: A HOSSEIN AJIDEH
H,.,,.,.;..,. f/41,
DWN BY:

CHKD BY:___Q/:i
RVWD BY: PDW
RCE 75991 EXPIRES 6/30/24 DATE
PROJECT NO.
6094 I
DRAV¥1NG NO.

DWG 529-1

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
APN 209-090-11-00
APN 209-060-48-00
APN 212-160-31-00APN 212-102-75-00
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
~
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I , <!!> ;1 0
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1 . I I I J JI, 13·ccJ II L 50.26' 7 r---R 1/,"IJ'i;::--, '"'100 '7.46-GF-S 70 • ~ , , I I I -n'll· w ~100=4.63 FPS / t-JI, 'r{;, , , ."' >-::: ~roo=-2c-10-GF-S i'\l;:- x
: 36" RCP {1350-D)6ol----i w 30 1:.XISTING----:36" RCF= , . . , -w Soo-'-''-' ,
' ,oo-&1>4-R'5 e O,oo mo CCS •
60 60
LJ,53 47' CC>C"
0,00=29.27 CFS cr,
' .
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50 50

STORM DRAIN PROFILES
SCALE: Hori
1 z. 1''=40'
40 Vert 1"=8·~---------+-------------+----------------,--------------+-------------+--------1 l 40
405+00 404+00 403+00
~

56.88' R0T "ECR" 410+00.67 ~ l \\
\ 8" OBSER'vATION WELL C\\u\ /Exist Cone DITCH
RIM=83.7~' 55.75' RT "ECR" 408+64.93 55.75' RT "ECR" 405+98.00 )) Q \\ PROTECT IN PLACE \
0-s-, SEE STORM DRAIN DETAIL SHEET 17 8" CLEANOUT 8" CLEANOUT , • ,. Q\~\ rREMOVE Exist HEADWALL ,,,.,, I ~?-:.~:-~1 :~~i::_~99+99•53 RIM=84.41 ', IE=80.22' RIM=83.87', IE=80.45' 56•88 -~T--~~~ ... ":.0~:1" 7~:.84 I \~ \/7\ I\ • ~~ ~~· ~T "-~~· "'RIM=83 4!3' IE=79.26' Exist R/W -----, -" --;; ----RIM=82-78' ..-<I~\ PER SDRSD D-30 SEE STORM• DRAIN DETAIL SHEET 17 r.=_ --=:.: 53•5o RT ECR 4o5+o2.oo SEE STORM DRAIN DETAIL SHEET 17 ;v • 'b0 t
, ;_ -__ --+-/11-11-11-11-11-ii::.. Begc)310FILTRATION BMP 3 0 '° PROP 0--REMOY,E 39' OF Exist .,, 'I o --I ,----.a "> o ,,, r·e "(CMP o" \ .9s -11-, ---.... 0) 0) ilu½ '[1 \ c--\ R/W ,... 36 > ~-'----' ~ ~,,.., _;/]I~ l'f-..1.////11;;1 f)) j I \ \ _," -- - -) I ~~-_ ·-□ -~~~;_;-=-~~11-1 . -_ ~/--;::jy'?z½ ,I//Jf_,f; 1 _.ti"'°J...11i--11-'' -:\ -\\-H-11 1-11-11-,,_~ '\-~,1+·~.A->c---MO\i_ ---~, \. \\-II 11 ---4--'~ EJ',LD BIOEI ~ 11/71':-f-f1-/_ , 111/ I I I ,,____ 7-..:."'--- -:.t:a.., I I '. --------------------";-~ -":, /.-,'l\i_ l ~ '--'---'---'-c...: ..u,==4c: -H-11 l.l=l.l=U~\-1 ~ . -2 V ------_/ / I I _,......;; -~ ~~I ----= -, r:: --.._ ____,/ .---;r, --.. -.I_U_ / ____... / ·-•-=-----.:;: f "'-'L.&.' ••••-• , -1 H
)> -' -= -I • T T ~-~~ 0 T -• T-----T T ---_T --~ ~ -,, • ,-'/ ~ REMOVC: _;:,,g• @i;:-1sxisl 402+00
(/
--'-----o
H-1-1--1±
--
f"'f-
401 +00
'Exist
--H-
R/W
J._
------
:I: -T -. ~-, ---T ·/-=. l:tr ";l6""'lR~fl • -t L
/4 ,, R\J _ _____,,,__ __ R\-1 ------,<"-+-+--R ----'--,/i----RV Rv/ , ''w --:-----.----, / -~ T ------,!~--+ ----;J,\--~ T + c P-I" 7 R\</'1---=-+--,_ci1g¥1L'F~fio"N°-iMP \-12-, -w~\-1--.------'--.-'-----J'---~~~,., s1GF1LTRA:r12N BMP__3· • --=-~ :s"_ ovE'R!"tGw_£_lsE~ ~ R\-1 ~--s----R:\-5_30• RT "EcR' 40"3-+'?o. 3_ R\-1 R\-1 R\-1 RIY-"c__--+---R\-1- (/) Z I-~--\ --SEl:::C-S-'H:JRlvl-D"RAIN DET'At -5.l::IEEL1.6 w SE!i STORM DRAIN DETAIL SBEET 16...B;,'1.___-IM=8T.4'"4;-l~t!l_;-26 =vi )~ ~ --,.______ "---tc[tJl;NOlJ"Fl'YPlcA~fX-=6',-y=o')•=-------------ec-~~. ---cW-~--=....-e~=-~~-~ !!\ rr, -~l [ I~ Sl::E""S-7'0RM-Elfl,Al.!i • E-l'Allc-S~C:ls-P'l-1' _ " -,1 ~;<-,,_-gffl:..'smfsn_o-09 ' ----------- 0 I• 0 (/) Qt' \ l Ll I L': -I 408 • c_.'. ',/ ',/ \ I «' -<;i ,;,-; :. ~n ,< < : --<I /. : ca,-i,; ----,;_ ' -' - -~ (/) -I O ~ k□ 41"0 D □ -□ -4[([)9 -o -□ -+c--~-++ \-1 =--~--\-1 --'---c---_____ 406 c;c---.,;=-;c;=,----.--,c.-□405u1Jrc=µ -□ ~\Y □ -:i-',W'4-D -[j~ • □ -□ 4'0-3" -□ -□ -~~---=452-" -□ □ -□ -.. 01□ □ . ~ )> ~r -~~.!.\!:-,~-,---::!~~~~~~ --=--"" __Jj__ -,:□--□ o -□ -□--~ □ ----=_/i -□--□ ....'d--53.50'..'(:n "EC!s" 404.±'70.84_ ,_ ..;:-:,--_1 53.00'....RT "EC\-/R' 40'1-.±24.84_\" -~· -"EL CA 11\Jo:.'RElil:"::_ _ -~~00'----R'r\J'EGR~401+87.75 , rr, = ---<1 __ -___ ,1 _Beg-10j;:lblR-A-1'10N-BMP-2-s =-----s _ _ L (:_A L~@ £ E A1_'"-- 0 ~□ _ □---=-
0 --=□El'LD_ §10.ELLi!jRAILQN_BM _3_ □ -ry_,,_ □ -□ -□ Clj_RB...:INtE6r-T'YF'E-B-~L=5~)□ __ 0 ~ 0 _ CURB-INJ;ET TYPE"13~(;£:=11 )_
-Irr, ,1 s =----s -s -G G c c s s s c s c-/ -c-~-Ets,§DRSD o-=-02 -----0-o-= --PE!s SDRSD.::--~ _ ~ £ ~-r-,c -----c _s_ - -?" -Z 9wrisI_B."E"AM..~tsM.WAIER lACTp,i;,y~cuNNECTION • s O =::;;-=s O O O ---:--= □ ~ □ - ~
~ : ,~ ------___________ _____ ____ _ ___ _s_ _____ _s__ _____________ :-. ___ _s-~EE=-STOR-~=tlRAIN cllscl'Alle Sfcicc1 lg__s_.-:__ ___ 3_ -_-__ -.. -_-/' __ 2 s , " s i \l:--~----:-0~~--=---==\:=:\;~cce'=-:~==-.i:~=~::_=,:~:~~..,,.--1.~-,,/'},--m,?fw; ; -------• ----""' s,-Cif J~;-::-,~~2---:,:::---cc----"' o· 20· 40' 80' ~-_ 97~~ r-=----..1 95
t'
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SCALE· 1'=40'
( ------===I I 11~~~ : rm1 II ~ _.2._::::::::=::::: ~-==J1/~~~=======~ -=--------------Cl // -= -,: I f
J
~~. - 9 ----= =-
. 5 ~

HAS BUIL TH
NOTES:

1. PROVIDE STIENCILING OR LABELING INDICATING "NO DUMPING ONLY RAIN IN TIHE DRAIN" AT PROPOSED CURB INLETS,

2. BIOFILTRATION BMP CONFINED BY TYPE A GRAVITY WALL,
TIHICKENED SIDEWALK, AND EMBEDDED MOD CURB & Gtr.

SEE IMPROVEMENT PLAN SHEETS.

3. FOR 8" CLEANOUT, 24"x24" CLEANOUT, 8" OBSERVATION
WELL, 8" OVERFLOW RISER, MODIFIED CURB OUTILET, AND
BIOFILTRATION BMP, SEE STORM DRAIN DETAIL SHEETS.

4. CURB INLET STATION/OFFSET TAKEN AT CENTIER OF
STRUCTURE AT TOP OF CURB.

5. HEADWALL STATION/OFFSET TAKEN AT CENTIER OF
STRUCTURE.

6. BIOFILTRATION BMP STATION/OFFSET TAKEN AT BACK OF
CURB.

7. 24"X24" CLEANOUT STATION/OFFSET TAKEN AT CENTIER OF
STRUCTURE.
0 NO. BEARING
4 S57'00'35"E
5 S55"23'52"E
6 S52"31 '09"E
7 S52"19'1 O"E
8 S40"54'29"E
9 S55"14'02"E
10 N33"12'45"E
STORM

STORM DRAIN DATA

RADIUS LENGTH REMARKS
-62.50' 8" NON-PERFORATED PVC
-136.22' 8" PERFORATED PVC
-122.50' 8" PERFORATED PVC
-47.67' 8" NON-PERFORATED PVC
-50.26' 18" RCP
-178.30' 18" RCP
-53.47' 36" RCP
ii
//
d
DRAIN PLAN: EL CAMINO REAL
SCALE: 1 "=40'
~~T
CALL 2 FULL WORKING DAYS

BEFORE YOU DIG
H50 FRAZEE R:JAD
SUITC 10,J
SAN _)JJsGO, CA 92188
-"-O' Kr KEN·, • ' . ••◄
~ ¾. , J ' • • • a '. ;
"IMUONJ/iii/}/iftJ/j_,;JMN)@j,1/%J;J!)N)l!NiJl//fJIJ.'WMmiiimliJ/l.,;Ji)/JNNi@iffiHJ./j_Om/iN/N//;JfJ_/j_OJ;J//Nim/i}MWJJiJlm ENl::JINEERING
(05li) 5l4-!i~77
----:--a:
•
§ DALCIN-WALUN ff-~ -~
"' "' No. C52187
ell\ Exp. 12/31 /24 *•
.J''!fl",t CI\J1L ~,~
, or c~c11 ~
P.E. __ _ EXP. ___ _ DATE
REVIEl.'ED BY•

INSPECTOR DATE
fSHml CITY OF CARLSBAD I SHEETS I t----+---+--------------+---+---+---+----t l___2_:_J TRANSPORTATION DEPARTMENT 43

DA TE I INITIAL

ENGINEER OF WORK REVISION DESCRIPTION

DATE I INITIAL
DlHER APPROVAL

DATE I INITIAL

CITY APPROVAL

STORM DRAIN PLANS AND PROFILES FOR '

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROV~~ Aj:J.,t HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE
OWN BY:~ I PROJECT NO. II DRAV¥1NG NO.

CHKD BY: ON 6094 DWG 529-1 RVWD BY: PDW

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
B • I
q
' q
4 DOWNSJREAM •STORMWATqi
·FACILIJ.Y COk-JNl:'CTION 4
SEE DETAIL THIS SHEET' •
'
1;i<1 .j
'
•
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TYPE A GRAVITY WALL
PER SDRSD C-09
•
•
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' •
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• 4 •
• 4
'
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SCH 40 PVC PIPE
•

BMP PLANTING PER
• LANDSCAPE PLANS
" q
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4, " ' "'
4 ' ,,

CONCRETE CHECK DAM
·SPLASH PAD
SEE DETAIL SHEET 17 . ~
A.----.
~
WITH
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•
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•
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'SEE DETAIL SHEET 17
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8" OVERFLOW RISER
SEE DETAIL SHEET 17
,_

PLASTIC LINER PENETRATION

SEE DETAIL THIS SHEET
+
±
q

V BMP SLOPE

0.5% +
+
w
~
+
•
• 4
"'
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4 •
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6" MIN EMBEDDED

MOD CURB & GUTTER
SEE DETAIL SHEET 11
+
+
w
±
+ + V + +
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+iT/f5:1'f:T'!a1't.C, •,
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LANDSCAPE PLANTING

PER LANDSCAPE
PLANS BACK OF CURB SEE DETAIL SHEET 18

BMP STATION/ OFFSET LOCATION,

SEE STORM DRAIN PLANS

CURB CUT
SEE DETAIL SHEET 18
6" MIN EMBEDDED

MOD CURB & GUTTER
SEE DETAIL SHEET 11

ASPHALT
CONCRETE ~ STREET 1)--, \,,
FLOW.,_~ I 1 1 • •. I . !
' N • ; •• ·-•. , ·~ ·· .. •'.. •· .. =· 2
, .... >. : ... r.o ~ ,; . • . : .. . ....
•.&,,,,,,.-.,,,="""'"=
~~
COMPACT!

SUBGRAD
30 MIL PLASTIC LINER

SEE DETAIL THIS SHEET

SPLASH PAD
SEE DETAIL SHEET 18

BIOFILTRATION SOIL MEDIA
,
(f) O>
w -o a:: f <{
>• <O
.::i-
"9>:'

UNDISTURBED

SUBGRADE
8" PER FORA TED
SCH 40 PVC PIPE

4.5'

SHREDDED

HARDWOOD
MULCH

SECTION A-A

BIOFIL TRATION BMP
ANCHOR

SEE DETAIL A

4.5'

TYPE A GRAVITY WALL
;,.
,t.,.,1:
1 PLAN VIEW
5' SIDEWALK

1.5% MAX
- • :. .. ,:

SUBGRADE
SIDEWALK PER SDRSD G-7

W/ THICKENED SIDEWALK EDGE TREATMENT
30 MIL PLASTIC LINER

SEE DETAIL THIS SHEET
3" CHOKER LA YER

GRAVEL LAYER
(AASHTO #57 STONE)
& 2
5' SIDEWALK
ANCHOR

SEE DETAIL B
6" MIN EMBEDDED

MOD CURB & GUTTER
SEE DETAIL SHEET 11

ASPHALT

CONCRETE
PER
0 SDRSD C-09 #4 DOWEL
STREET H=2 BARS, TYP I 1.~AX

CURB CUT
SEE DETAIL SHEET 18
6" MIN EMBEDDED

MOD CURB & GUTTER
SEE DETAIL SHEET 11

ASPHALT

CONCRETE
,
N
~
STREET \ )--, \,,
FL~W ~~ l
(. < • • ••. ,;"i' • •' :_F
I
.",• . ,. z
... • '°:::;; I
•,. •;.• .... ··•. ··• ~
·-C_..,t-,_. ,,,_~,,,_• I,,_• ~C• ""-
n~==m~m===rn
COMPACTED l'W~
SUB GRADE ~
30 MIL PLASTIC LINER

SEE DETAIL THIS SHEET

SPLASH PAD
SEE DETAIL SHEET 18

BIOFIL TRATION SOIL MEDIA
,
(f) O>
w -o a:: f <{
>• <O

COMPACTED

SUBGRADE
8" PERFORATED
SCH 40 PVC PIPE

4.5'

SHREDDED

HARDWOOD
MULCH

SECTION A-A

BIOFIL TRATION BMP
r: C
N
. ,-&11: • '
:,l . ., (,. .I ·c--.:
•
.
'·
'· . ..
' '
~I I N
' -12"
'
' '
• 1'5 NU
. .
' ·:..r,. ' . ' . .

FLOW ·., , ,. ·.: , ····•· •.,. ,•, -•.. • . •• •· .. • . · •• •• "'·•. ·• . ("_, f ./'. ('·_/:.·_·_:.:· __ -:?:_,'·•<, ._,·_ ... ,,.. .-• •• -• •:
~ I 1: ~ ~-. ~ _,,,,_,, •c··:•,-;,,:·•,-,_ ~.<·-•-~ • .. _,·•• .

NI 1··· .. ·. ·' -, . .'' ·, /'. / .. ,.,. __ ;: ·.;", ... _. ·_:, ,._ ... ,·• :. ,,_ .. ~ )' ,· .. ·, -~, -..... I' "Ll_-COMPACTED ~
< ••
¾-~
' <
,;_4' • I M . • 4
a::
~Id
#4 DOWEL BARS, TYP
NOTES:
..-'· ·• .. • •··· •·····,·····-.•• :<i_ '· .,._··.• • ....... ····•·~ .• ~-, ·/•. II ,, '·· · ·'· ', ,··,.,.·:• . .'..'',:. r· ·,··. ,.·,. ,-,,· , .. ,, •.• :-· · ·•· = SUBGRADE ,,, .,.,;,.e•·'5s+n;.,; .\ -.~1:-•· .. , ;:_-:;::;,<;·::./:,, ::J~ .. ·, .;': :-, \: ·. .,:: •.·,~~ • •• i'==fTl':'::~111I1 •' ·. ' ,_,, ,-_ •'. ·-• .. •,·.·,. ' ··_. ,. ,I •• •., -••. '' ·_·, •• , • : ,, I ---,-'1.·,•·:,;~;·.:,\,"_'··J, .. ·.;~:·_:;c,'.°,::.~.,.:<\');,··.'·~<;{·~·, ,, ·, COMPACTED , .. • ,., , ,. • • ·•. ,. . ,. ·. ,, ·., .. .

SUBGRADE =gm~ iilM11·~m~ 1 ;~,i I§ 1§1~w.m@n~11~11 ~m~ 11~

COMPACTED

SUBGRADE

SECTION B-B

1. CONCRETE SHALL BE 520-C-2500

2. SEAL PLASTIC LINER TO ADJACENT IMPROVEMENT

AND EDGE RESTRAINTS PER IMPERMEABLE LINER
FASTENING DETAIL. LINER TO EXTEND THE FULL
DEPTH OF THE BMP AS SHOWN. BIOFIL TRATION BMP
• DRILL,,& . ' : EPOX,Y 6"

MIN, TYP '
L
'

GRAVITY
WALL
C

DETAIL A
ANCHOR
GIRILL ·de:.
'EPOX•Y• 6"
.• MIN: 'l'YP:

GRAVITY
W8LL _J

DETAIL B
ANCHOR

TYPE A GRAVITY WALL
PER SDRSD C-09
30 MIL PLASTIC LINER SEE

DETAIL THIS SHEET

SHREDDED

HARDWOOD MULCH

BIOFIL TRA TION SOIL MEDIA
;,.
(,I ,
CHOKER LAYER~F....,;'"~

GRAVEL LAYER
(AASHTO #57 STONE)
5' SIDEWALK

1.5% MAX
-

SUBGRADE
SIDEWALK PER SDRSD G-7
:
,
' ' l

SEE STORM DRAIN PLANS

SIDEWALK OR

LANDSCAPE
·-
. . • ~4,
.... ,~

DOWNSTREAM STORMWATER

FACILITY
.
•

GROUT AS NECESSARY

ENSURE WATER TIGHT

PENETRATION
(f)
w
0 (f)
_J
_J
<{
z
::E
;,.

FLOW 8" NON-PERFORATED
SCH 40 PVC PIPE
/
-\LINER

PENETRATION

SEE DETAIL A

NON-PERFORATED
(f)
:::;;z a:: <{
(f) 0 _J
w f-a. a:: (f)
<wz 11'1 I >w~ ... •··· cno'I). '\\
SCH 40 PVC UNDERDRAIN GROUT AS NECESSARY

ENSURE WATER TIGHT

PENETRATION

ELEVATION VIEW

DOWNSTREAM STORMWATER

CONNECTION DETAIL

NOT TO SCALE

FACILITY
FLO!¼,
30 MIL PLASTIC LINER

SEE FASTENING DETAIL

THIS SHEET

WELD BOOT TO

LINER USING

BONDING ADHESIVE

WELD BOOT TO

OUTLET PIPE USING

BONDING ADHESIVE

PIPE CLAMPS
I ~PLASTIC BOOT
12" TYP I .. ..

DETAIL A

LINER PENETRATION
NOTES:

W/ THICKENED SIDEWALK EDGE TREATMENT . •. . ~

1. ON CLEAN CONCRETE SURFACE,
30 MIL PLASTIC LINER

SEE DETAIL THIS SHEET

CHOKER LA YER

GRAVEL LAYER
(AASHTO #57 STONE)
30 MIL PLASTIC LINER
3 (2)-#4 BARS

CONTINUOUS
(2)-#4 BARS , , _
CONTINUOUS ~~I ':_j-
BOTTOM OF 6" EMBEDDED

MOD CURB & GUTTER
SEE DETAIL SHEET 7

OR SIDEWALK
,. .. I I ..

SECTION C-C
N
' ' • • •• ... • •• J.'
EXTEND IMPERM~~B~~R~~~~-~:':···:· /~ 1/~~
NE SEALER ... ;_ /// , /
AOO s,c,cirn '?'\'\. :.: , A /
•-'::: :·.;c~:---_ ,,~-. ·,,.,-:--1 ,, .. , .. ·J. 1,l/'1/ 1/f

BIOFIL TRATION

BMP SURFACE
•• •• >-'.' :.<. _:_;/,1' ~~ .. .. • . ' .
• • / 1,, .'-':.~ "• ·~•: c~~
'. •• ,••• -. 4.
, ..• ' ·•
' ••
"x¾" CONCRETE

IT ANCHORS AT
A" ("\ ('
•-~

ALUMINUM FLAT

ADHERE LINER TO CONCRETE WITH

SILICONE SEALANT OR EQUIVALENT PER

MANUFACTURER RECOMMENDATIONS TO
TOP t OF LINER.

2. SECURE LINER TO CONCRETE WITH 2"

ALUMINUM OR STAINLESS STEEL FLAT
BAR.

3. AS AN ALTERNATIVE, HIT ANCHORS CAN

BE SUBSTITUTED WITH STAINLESS STEEL
ANCHORS AT 24" O.C. OR POWDER
ACTUATED FASTENERS AT 12" O.C.

4. TRIM EXCESS LINER TO BE FLUSH WITH
SURFACE ELEVATION.

5. CONTRACTOR MEANS AND METHODS

SHOULD AVOID/MINIMIZE WRINKLES TO
THE LINER.

IMPERMEABLE LINER

FASTENING DETAIL

NOT TO SCALE

HAS BUIL TH
P.E. __ _ EXP. ___ _ DATE
REVIE'v/ED BY,

INSPECTOR DATE
fSHml CITY OF CARLSBAD I SHEETS I 1---+---+--------------+---!-~1---+---I ~ TRANSPORTATION DEPARTMENT 43 STORM DRAIN DETAIIB FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVED: A HOSSEIN AJIDEH
'
IJ//Niililt'IWM®Jiiii/X¾WON/Nii/}/%'iJ.OJik/N,iil@iJS.,;wJNii/NiJ/ilt'/J.®MRW%'/J.'jJ/JtiN)@1'/J/;J;[email protected] C52187 1-f...,,:.,,. fU

NOT TO SCALE
CALL 2 FULL WORKING DAYS

BEFORE YOU DIG
J,150 }_~_l\.:,;i,;i,_ _"tOAl.l
SJITE _GO
~AN C_!,GO, CA 98HJLI

ENGINEERING
(ll5lJ) 614-~:J77
12/31/24 ....

DA TE I INITIAL

ENGINEER OF WORK REVISION DESCRIPTION

DA TE I INITIAL
OlHER APPROVAL

DA TE I INITIAL
CllY APPROVAL
DWN BY:

CHKD BY: ___!2N
RVWD BY: PDW
RCE 75991 EXPIRES 6/30/24 DATE
PROJECT NO. II DRAWING NO.
6094 DWG 529-1

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
,., •. 4 ., .d.
. ,
LINER PENETRATION . ..

SEE DETAIL SHEET 16 '}; ' • • •
' .. • • ·p
. ' . '
•
L
. '
,• . '
' • .
•
. . ,.
' .
.• <I.
. '
8" OBSERVATION WELL

SEE DETAIL THIS SHEET
••. 4.
• 4 • .•
4 •. •
• . '
30 MIL PLASTIC LINER
SIDEWALK SEE DETAIL ON SHEET 16
•... A"
• , • 0 "A •
...
4 ....
,· ,
' .
• ·;· . • • : /' ,· •' • ' • , • w'. • • • ' . .· 8" CLEANOUT WELL . .: .. , • ... , : ')~.'. : , ... , :r· .: . SEE DETAIL THIS SHEET • •. ·• ,.,,. • • ..; • • • • • .d -• .,-• • •
44; _. • 0 ' • 4
,:j ~ 4 A •·
L-..!.•
• •
• I • r::-\W' 77, • • • • •
A,, + + V V + + 'A ' + + V
::?f'l+v+v+v+w+++vv
,Js;a~ V 'V 'V 'V 'Y V W V ..), V W V W V
• •
'Iv +
+ * 'V 'V 'V ~-
•
•
•
• •
•
I•" • ••:"• • 4 ~
'
• W.i . o.,
0 ' _J • • Cf) .•
.• '
• • I .:i ~
' .
30 MIL PLASTIC LINER
SEE FASTENING DETAIL SHEET 16
d 1 ;_; 4 .

SPLASH PAD

SURFACE
. ..

SIDEWALK
~ ~-::i •• . .
' .. ,
". .d •· 6 . .. . . ., 4 • <l ·o.... • • ''. · 1· . . . '' . ;··· ., ·. ·.· ; .. wt .. -• .., , "' ." .4 ,/ • ···1··' •· .g, .... •,,
,• ' •• • • 4 • . ••
' . . 7 . .. 1 .. , Jf) ti • • .q • 4 •
-· • • <I' • • ,I • .. .. • _,, • " ••
' . .
'· • 4 .s ~ .. ' .:!...'!....... ,.
• • • • • • •
"' w w + " "' "' ..,..
• C
•
c-+-'~:f-...--....,.. --...,.... ---.,-..,,.... ......,, --....,.. - l B . • . Bl • 'V 'V + + " + ~
21 -.1. ' . • • • BMP :,~OP~• • ~~ ' • •
W • 0..5% V '~\ + +
._....,,..-..,-...,....
. . . . 4:1 . . . D • +v+ +v•/ v +
,. -:--·-Ftow--":-'--:""':----::f-·-· ~. ·,D • • • • • • -~ v+ .. +v ~v'V'V ____ ....:::;._";_...:::.._..,_.:;!;._....;;[_±:. ~ w + -::::-..,-7-,.....,;!.:--"+--:...,!__v-...:;;::__:!'-:::-:!::..._, 'YV'¥V~'V,VW,Vvv'¥'V

PLANTING PER

LANDSCAPE PLAN
8" MIN NON-PERFORATED
SCH 40 PVC PIPE

TYPE A GRAVITY WALL
PER SDRSD C-09
'h
•
),__~•• W V 'V W ,, ,
• • •
• '• • " .1

CHECK DAM

SEE DETAIL THIS SHEET
6" MIN EMBEDDED MOD CURB &
GUTTER SEE DETAIL SHEET 11
8" OVERFLOW RISER

SEE DETAIL THIS SHEET
~ "" . -~ .. "-

CURB CUT
SEE DETAIL SHEET 18

TYPICAL PLAN VIEW

PIPE SEAL

GASKET & CAP

NON-WOVEN

GEOTEXTILE FILTER
FABRIC
12"x12"x¼" METAL

FOOT PLATE

SECTION A-A
8" OBSERVATION

NOT TO SCALE

SHREDDED

HARDWOOD MULCH

BIOFIL TRATION SOIL MEDIA

CHOKER LAYER

GRAVEL LA YER
(AASHTO #57 STONE)
WELL
8" PVC DOMED
GRATE

BIOFILTRATION SOIL MEDIA

SHREDDED

HARDWOOD MULCH

PIPE SEAL

GASKET AND CAP

BIOFIL TRATION SOIL MEDIA
FLOW

GRAVEL LA YER
(AASHTO #57 STONE)

SECTION B-B

CHOKER LAYER
8" PERFORATED
SCH 40 PVC PIPE

STANDARD WYE BRANCH
8" CLEANOUT

SHREDDED

HARDWOOD MULCH

NOT TO SCALE
F
r • N
... • -:· 12" .. _Q.....-: ., ·, -~.,,--:--. .,
.+:.)·. 12;, • :
., . . . l
. ' .
' .. ~,. , . '
..

ANCHOR

SEE DETAIL B
6" MIN EMBEDDED

MOD CURB & GUTTIER
SEE DETAIL SHEET 11
6"
------------------
..,.. * * * ..,.. ..,..
•
• • •
6" MIN EMBEDDED MOD

CURB & GUTTER SEE
DETAIL SHEET 11

UPSTREAM BMP

FL ELEVATION
TOP OF

SIDEWALK/BMP
8" PERFORATED
SCH 40 PVC PIPE
, . ~
_J
E

PLAN VIEW
§_"
"'I;,, <C I
>• 0

SECTION D-D

4.5'
TOP OF
::;; CONCRETE
;:: ;'§ t;, CHECK DAM
::;; "'(.') DOWNSTREAM
• •
* * * ..,.. * *
• • • • ' . .
• •
~ • •;, .
~-~
R=1/2"

DOWNSTREAM BMP

FL ELEVATION
= ~
ANCHOR
NON-COMPACTED NO. 2

COARSE AGGREGATE W/

GROUT BINDING

SEE DETAIL C
#4 DOWEL

BARS, TYP
'c.., ~ ~ BIOFIL TRATION I 1.5% MAX
-Q BMP SURFACE . . .·.,
~:?{,::?:<:~ ~ ,::. ·, :: :·' ·~:· .: ... ;.' --~i-i-~:~-\~!: • ••• • • .. ., ' ...... '.'' • •• , ' .. • . ' .,J,,, --.... , .. ' \:
1, :._•• ',•-::.~~f~---=--~-~ ·•: • •~·: l :A•• DRILL & EPOXY 6"

MIN, TYP

CHECK DAM
~ I .
•· ., .. 4 ••• • .•
FLOW

GRAVEL LA YER
(AASHTO #57 STONE)

SECTION C-C
9 CHOKER LA YER
8" NON-PERFORATED
SCH 40 PVC PIPE

STANDARD WYE BRANCH
8" OVERFLOW RISER

NOT TO SCALE
8" CLEANOUTS, 8" OBSERVATION WELL, & 8" OVERFLOW RIS iER

NOT TO SCALE
DIC }ll ;-RT
~-
-
L
F

DETAIL B
ANCHOR
#4 DOWEL BARS, TYP.
30 MIL PLASTIC LINER

SEE FASTENING DETAIL
SHEET 16
~Q_()_~~-1-7~
ENl::JINEERING
H50 FRAZEE R:JAD
SUITC 10,J
CALL 2 FULL WORKING DAYS
SAN .)JlsGO, CA 92188 (85[i) ;)[4-[i~77
• 1z "' ~
r • •:._ •

BOTTOM OF CONCRETE

CHECK DAM

SECTION E-E

CONCRETE
30 MIL PLASTIC LINER
SEE FASTIENING DETAIL SHEET 16

CHECK DAM

NOT TO SCALE
??-oFESS/~l
~Tl" . J )'i,,. e
g PAMELA \ ;;-.. ~
~ DALCIN-WALLING ~
"' "' No, C52187
-11 Exp. 12L31L24 *
"',;?~ Cl~L J. DATE INITIAL DATE
,
•
.... ,,
' N
~: .
·,

BIOFIL TRATION BMP

GRADING AND CHECK DAM

DATA TABLE

STATION OFFSET LT/R T UPSTREAM

BMP FL EL
411+24.74 55.75' EL CAMINO REAL RT 81.07'
411+08.04 55.75' 81.39' EL CAMINO REAL RT
410+91.33 55.75' EL CAMINO REAL RT 81.68'
410+74.63 55.75' RT 81.94' EL CAMINO REAL
409+85.79 55.75' RT EL CAMINO REAL 83.09'
409+67.97 55.75' EL CAMINO REAL RT 83.24'
409+50.14 55.75' RT EL CAMINO REAL 83.40'
409+32.31 55.75' RT 83.51' EL CAMINO REAL
409+14.48 55.75' RT EL CAMINO REAL 83.63'
408+96.96 55.75' RT 83.74' EL CAMINO REAL
408+78.83 55.75' RT EL CAMINO REAL 83.84'
405+83.26 55.75' RT 82.12' EL CAMINO REAL
405+64.53 55.75' RT EL CAMINO REAL 82.35'
405+45.79 55.75' EL CAMINO REAL RT 82.62'
405+27.05 55.75' EL CAMINO REAL RT 82.89'
405+08.31 55.75' EL CAMINO REAL RT 83.11'
404+89.58 55.75' EL CAMINO REAL RT 83.30'
NOTES:

DOWNSTREAM

BMP FL EL

80.84'

81.15'

81.47'

81.76'

83.00'

83.18'

83.33'

83.49'

83.60'

83.72'

83.83'

82.01'

82.21'

82.44'

82.71'

82.98'

83.20'

1. CHECK DAM STATION/OFFSET TAKEN AT CENTER OF
STRUCTURE.

2. CONCRETE CHECK DAM SHALL BE A CONTINUOUS
POUR (NO JOINTS).

3. CONCRETIE SHALL BE 560-C-3250.

F7
· 1 2'.' • I '
.. . •
L <
(2)-#4 BARS

CONTINUOUS
(2)-#4 BARS
CONTINUOUS ;,.

CHECK DAM
HEIGHT +
6" MIN
•• I . .

V" .e.......±! . 1~
BOTTOM OF 6" EMBEDDED

MOD CURB & GUTTER
SEE DETAIL SHEET 7

OR SIDEWALK NU

CHECK DAM

DRILL & EPOXY
6" MIN TYP
' :J
6" -L I
' MIN-,~

SECTION F-F
F

DETAIL C HAS BUIL TH ANCHOR
P.E. EXP. DATE
REVIEl.'ED BY,

INSPECTOR DATE
~ CITY OF CARLSBAD rn
7 TRANSPORTATION DEPARTMENT 3
STORM DRAIN DETAIIB FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROV1f.: A ~ fU

HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE
PROJECT NO. INITIAL DATE INITIAL CHKD BY: DN 6094 DWG 529-1 BEFORE YOU DIG or c~c11 ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL CITY APPROVAL DWN BY:~ I
RVWD BY: eow
I DRAV¥1NG NO.

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
18" CURB CUT DATA TABLE
CONSTRUCTION 1 • -"" Iii B STATION OFFSET LT/RT
' '<I"
"' a:: z::::,
00 (/] o_
(/] 0 w_
a:: :r:
o_ f w-
e, c5
a:: z
~ '.:ii
f::::,
'-"
JOINT f"..,;; • : -':• ··\···· '·· •. •
csl ' : ):~lt.~ .' < : •. · ·='-.c .. , .. , )-: .. _ ..... ' ·-:_,<·~~··:/ .. > .. ~-:.<> ·-~::-:--~-
· .. •• ... ·-.: ~ _. .. • TC
. •· _:'·::<_-. ·.:_:,\_.-,: .. · .. _<.•2.'
GUTTER :. __ ,_., ,·· .... ·-:.. •
J
' 0
"' tt
.,t
A
,f
J
1 '::~:::'··( :'.;);;: -:··--:•i:i=-as.!=
NI i:, -.~ i,, ~-'.,,::: . :.: '.,. SPLASH PAD
·. ·: ·. ,;;":'v<i,"' . .,· .• SEE DETAIL
.-; < . ._.\>-" :_ • < .... ::. THIS SHEET
CONSTRUCTION • • ' • .-BIOFIL TRA TION BMP
JOINT I .. B

PLAN VIEW
1• GUTTER
DEPRESSION ., I 6" 1 ~
' (/] "' w -o a:: f
<(
>,
/ •7" j• ' I 1.,,....
.
.. w-· . .

4. = z ~·
<Ji) -
d• ,:_:.,' ~ _,_•

COMPACTED

SUBGRADE
6" MIN EMBEDDED MOD

CURB & GUTTER SEE
DETAIL SHEET 11
I
,,
'
U)
I')
"
~SPLASH PAD

SEE DETAIL THIS SHEET
-~-/Al\.' /At\.'-/,
TOP OF
CURB
12"
I
6"
411+26.74 53.00' EL CAMINO REAL RT
410+76.36 53.00' EL CAMINO REAL RT
409+87.79 53.00' EL CAMINO REAL RT
409+52.14 53.00' EL CAMINO REAL RT
408+80.83 53.00' EL CAMINO REAL RT
405+81.26 53.00' EL CAMINO REAL RT
405+25.05 53.00' EL CAMINO REAL RT
404+87.58 53.00' EL CAMINO REAL RT
30" --
6" 1 8" 6" 12"
--
~ 7" ~ --
1" GUTTER

DEPRESSION

SECTION B-B
GUTTER

FLOWLINE
30 MIL PLASTIC LINER
SEE FASTENING DETAIL SHEET 16
..

SECTION A-A
NOTE:

CURB CUT STATION/OFFSET TAKEN AT CENTER
OF CUT AT PROJECTED TOP OF CURB LINE.

CURB CUT

NOT TO SCALE

NON-COMPACTED
NO. 2 COARSE AGGREGATE

W/ GROUT BINDING
_,,,:-30 MIL PLASTIC LINER
i/ i SEE FASTENING DETAIL ON SHEET 16 6" MIN EMBEDDED MOD CURB & GUTTER SEE DETAIL SHEET 11

SPLASH PAD SURFACE

PLAN VIEW

SPLASH PAD

NOT TO SCALE
r-7~
/ I
, d I r.-.,..,"<.;z. {.._-:-.,. I
4: •
..
. :-~
30 MIL PLASTIC LINER
SEE FASTENING DETAIL ON SHEET 16

SECTION VIEW
6"
-
3" SHREDDED

HARDWOOD MULCH
J,150 }_~_l\.:C-:Js!,_ _"tOAl.l
SJITE _GO

EXPANSION JOINT

SEE DETAIL A

THIS SHEET
le
w
V I. W W W W W W W W
+ + '-./ + + '-./ + + + + + +
w 'v + + 'v + + + + + +
++ ++ +w+ +w w
• "
. ./I •. <7 d
' • • 4 • ' 4 • • • ,I • • • •
A
•• • • " • •• • •• <l •.
• • ., • • 4 ., • • • " 4
;,+ • "I-" . . . + ·+
" •
• ' • 4
• ' . ., • ,·
• 4 •
w V w +
V w + V w
+ V V + +
w w
+ V V w w
1 /8" OPEN JOINT ...1

II BETWEEN SLABS (TYP)
II

PERMANENT LIFTING

POINT (TYP)

PRECAST POROUS

CONCRETE
3/4" WASHED CRUSHED

STONE SCREEDING COURSE
V
V
• . ' <
• • •
" • • • •4 • " • ,, • • " • • • " . .
w + w w + w
V w + w w + +
w w w w w V
w w w w w w
w w + w w w V
I
-c

PLAN VIEW
5'
w
+
,, . •
• •
• •
w
•v vi
V
w
<
4 csl •
<l
• ' .,
3/4" WASHED CRUSHED

STONE RESERVOIR COURSE

SECTION C-C
4 4
NOTES:

1. POROUS SW SHALL BE PRECAST MODULAR POROUS CONCRETE SLABS MANUFACTURED BY POROUS TECHNOLOGY, OR APPROVED EQUIVALENT.

2. PRECAST MODULAR POROUS CONCRETE SLABS SHALL HAVE A CONCRETE AVERAGE UNIT WEIGHT OF 123 LB/CF (±4%) AND A VOID RATIO OF 15-25% WHEN TESTED IN CONFORMANCE WITIH ASTM D1754/1754M-12 STANDARD TEST METIHOD FOR DENSITY AND VOID CONTENT OF HARDENED PERVIOUS CONCRETE.

3. ADJACENT MATERIAL SHALL NOT BE ALLOWED TO COME INTO DIRECT CONTACT WITH SIDES OF SLAB. PLACE 1/2" MOLDED BITUMINOUS EXPANSION JOINT MATERIAL IN CONFORMANCE WITIH ASTM D1751, STANDARD SPECIFICATION FOR PREFORMED

EXPANSION JOINT FILLER FOR CONCRETE PAVING AND STRUCTURAL CONSTRUCTION (NONEXTRUDING AND RESILIENT BITUMINOUS TYPES).

4. REINFORCEMENT TO BE #3 BASALT FIBER BAR, CONFORMING TO ASTM D7205 (120 KSI). 5 . 1/2" COIL THREAD LIFTING INSERT. GALV., A.L. PATTERSON PART NUMBER C16312134P, OR EQUAL.

6. SLABS SHALL BE CUT WITH A DIAMOND BLADE MASONRY SAW. CUT UNITS SHALL BE NO NARROWER TIHAN 18" AND CUTTING SHALL OCCUR SO TIHAT A MINIMUM OF 8" IS MAINTAINED BETWEEN LIFTERS AND EMBEDDED IN SLABS AND CUT EDGES.

7. REFER TO MANUFACTURER'S HANDLING AND INSTALLATION INSTRUCTION FOR PRODUCT SPECIFIC INFORMATION .
.......__PRECAST POROUS

CONCRETE SLAB (TYP)

NON-WOVEN GEOTEXTILE
1/2"
'
I • •
\
•
I, •
•
" •
POROUS swY.:
...... -..
/

EXPANSION JOINT

SEE DETAIL A
/ L V .\ ;
•
,
<l
·-1'
".'/"( <(
. >>>: / '..///.--·_·,..c/
I -•,···:~::". "••··-_
I • . : .
'>'" ·>"
I ._, __ . >>/:>
,:J _·-.:.··-.·-,· .• ··.·"
· .. / .• ,..,,,
Y/·>//>i
<:··>/,:>•'.<'· .. , "/, ,./\

NON-WOVEN GEOTEXTILE

DETAIL A

EXPANSION JOINT
SOIL
1/2" THICK PRE-MOLDED

EXPANSION JOINT FILLER
CONFORMING TO ASTM D1751

POROUS SW

NOT TO SCALE HAS BUIL TH
P.E. __ _ EXP. ___ _ DATE
REVIE'v/ED BY,

INSPECTOR DATE
fSHml CITY OF CARLSBAD I SHEETS I l---+---+--------------+---!-~l---+----1 ~ TIRANSPORTATION DEPARTMENT 43 IJ/Jtiiilii/JiWM®Jiiii/X¾filONJtiii/}/j]']'j_OJ!k/N.iil@t"'-,;wJNii/NiJ/i/fJIJ.®Mt%1Wt"/J.@Jt!Niil@iffiJ;J!J!!Niil@iJ/iHJ.1 C52187 ENGINEERING 12/31/24 ....

STORM DRAIN DETAIIB FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVED: HOSSEIN AJIDEH
H,,.,,,,;,,. Afl<I
ENGINEERING RCE 75991 EXPIRES 6/30/24 DATE
DWN BY: PROJECT NO. II DRAWING NO.
.

CALL 2 FULL WORKING DAYS

BEFORE YOU DIG
~AN C_lsGO, CA 98HJLI (LIOLI) 614-~:.J77 DA TE I INITIAL

ENGINEER OF WORK
DA TE I INITIAL DA TE I INITIAL CHKD BY: ___QM
RVWD BY: PDW 6094 DWG 529-1 REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
z
"' 0 -wL() f-f-
c.ci t-(/)
_::::,z
('.) <{
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w <{ ('.)
Ci 0::: z
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' 1
JOINT
4 •
'
•
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CONSTRUCTION r-11
\ i"---5• CURB HEIGHT
' 4
• <'l,i q
<l ,:l .I" ·I
I
I
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I
I c--,
11" CURB HEIGHT
V
PLANTING PER . ,
J_AN~SCAPE. PJ..ANS,
(I •.
4 • '
'
•
•
,4
' •
4 '
•
•
'•
4 •
I

I COVER FRAME
. ' 4 ' . ' 4
t \ I
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s--,
SEE DETAIL I' •
4"x1 f HAN DH OLE • 4 '
•
CHECKERED 1 " '

PLATE COVER
' •
4 . '
•
' -\,
' 4
' . '
'H 11v
u
/
f GALVANIZED
AND FRAME • 4 • •
' '
• • •• • • 4 • V--#4 @'6" O.°t. BOl'H~WA'l'S ' ~~ " ,ii • • -, E 'E. "' x ,,r~ • • ,. ., ·, . -< • CONTINUOU$ -,
• A ')(IY X X X k' ":,( • • ~ • :... ,/4 ·A,:}. "' ,:}
.•
'
• 4
'
4 L ,._ } ',, X X ' ' '' ., •
x l / • J , /f, ~ " > • >· .,.., ' . ' ' .
)(>< ~ )()()( )()( ·.• •• > J >: '. "' 4
ANCHOR ,)<"xi") )( )l )( '.·;,) --~ I• ' ' # •
•4
' .,
2fx2"xfX4' !-
GALVANIZED STEEL"" I 'i,,,1

ANGLE FACE PLATE

SEE DETAIL A THIS
SHEET
',.. .. . ~
' "1
' -
.:i,_Q_'
#4 @ 6" o.c.

BOTH WAYS
2·-10"
. .

2.0% ro
---.. •
_4 ••
3'2"x2'6"xf' GALVANIZED

CHECKERED PLATE TOP

SECTION A-A
1·"°~'
"1
I O•
6"
SW
3'2"x2'6"xf GALVANIZED

CHECKERED PLATE TOP
.
' --
'=st-
' OJ -f-Q_
~::::,O
sj-('.)
SEE DETAIL • • ---•
4• RADIus TYP x~,s, ~J<F• • • 0• . • .<
4 ~ ,,,;:,c ___,.,
"'-· (Ar.... "-"'-)( ~ I/
. -~-•.
. :· .. r • ' 4
• • l,-s10EWALK
... ';, ,!f
16"1 3.5' 5"1
•• , • 4, L
11" cuRBH r_l
HEIGHT / 2'-10"
""1 ' • I
' •
,:l·<l
•
" ' •
·~ •
·,1<1 <1
' . '
z
"' 0 -wL() f-f-

N I-(/)
_::::,z
('.) <{
~
CURB LINE / _J D J._J
t / 8
MONOLITHIC I)!

GUTTER I /
I
I
I
5'
c_l
4 • • I ' ' ' • ,:} <J
4 • • ' ~
Y
PLANTING PEif
LAN,DSCA~E PLANS
' 4
•
. '
4,
4 •
. ' ' • '
• •
' 4'
4 '
I
I
I
Y--6" CURB HEIGHT • ' 4. -, .

JOINT
CONSTRUCTION. v
'
•
I\ r
' ' • '
4 1
\_8" NON-PERFORATED
PVC

PLAN VIEW
~

FULL WELD
' . . ....
" •• _ 4
.
• ...,.
-
:. l:'
~ >;; ·B:R_7.:, ~: ••• ., '
/-··/>---~-10" .~ ~
' •• • ... ·4
-~~-1 •3;, .• • ...
. . ' ' ' . J'.j • ' ." . . . •· •.
~ 4 "' ·4:·• ·•:-·. I ·•:• ·•. -~~ ,.<I 4• •
• 21" 2" 1" 4' • 4 . • ••• ".· •4
• 4 2 X X,t: X ·, • . " .4 ' •
'• •• GALVANIZED·. •• ·' ,. •. ,
• • ,. STEEL ANGLE .,· •• ,. . .. •• ' . •
' FACE PLATE° .. . _. • • •
• • 4 •
• .,;4
' .
·•· 4 • •• ..! ...
f¢ MIN, BEND TO
CLEAR, PLACE 2

PER SIDE

EDGER FINISH
,
1"
2r

DETAIL A
ANCHOR
1"
;.,..
'\,t:i ;
USE ~"x¾" 16 THREAD PER

INCH STAINLESS STEEL
BOLTS WITH 7 /32 HEX KEY

HEAD TO SECURE

CHECKERED PLATE COVER
AT EACH CORNER, 4 TOTAL
L1~"x1l;"xm"
a..,
NI•
-
ii;"
7" L 1 ~"x1 J;"xm
q
' . '
•
' 4

DETAIL C
•
'
<
' .
4 . '
' 4
•
'

MONOLITHIC GUTTER
1"xf BAR
G

DETAIL B

EMBEDDED ANCHORS COVER FRAME (TYPICAL EACH CORNER)
~ u
' -
z ('.) -z ~-z -w ~Q_
vo
6"1
.
#4 @ 6" O.C. BOTH WAYS
"'' , :. ,j 1 +
•

3.5' 6"

SECTION C-C
.8"
BATTER

EDGER FINISH

EMBEDDED ANCHORS

SEE DETAIL B
8" NON-PERFORATED PVC

SECTION B-B

PLANTING AREA PER

LANDSCAPE PLANS
SLOPE
PER "°
PLANS
-

0.5%
-
-Id-

GROUT AS NECESSARY, ENSURE

WATER TIGHT PENETRATION

SECTION D-D
~'. . .
' :" .. :
.. ~ . .
.. . ~
... i USE ~"x¾'° 16 THREAD PER

INCH STAINLESS STEEL
BOLTS WITH 7 /32 HEX KEY

HEAD TO SECURE

CHECKERED PLATE COVER
AT EACH CORNER, 4 TOTAL
2r
f¢ MIN, BEND TO CLEAR,
PLACE 2 PER SIDE
• ' -" 1"

EDGER FINISH
L2fx2"xl;"X4'
SECTION E-E ;.,..

L1fx1-fxii;"

SECTION F-F
NOTES:

1. CONCRETE SHALL BE 520-C-2500.

2. SECTION TO BE SLOPED LATERALLY WITH TOP CONFORMING TO THE GRADES OF THE ADJACENT SIDEWALK AND CURB.

3. TROWEL FINISH TOP SURFACE & FLOOR OUTLET.

4. STEEL PLATE SHALL BE ADA COMPLIANT.

5. ELEVATIONS SHALL BE SHOWN ON IMPROVEMENT PLANS WHERE INDICATED BY "O" SYMBOL.

MODIFIED CURB OUTLET

NOT TO SCALE
DI( }ll ;"RT ??-oFESS/~l
~!2.Q.KK.E_N
~}). "'~ <'.l
~-
g PAMELA \ ~':
~ DALCIN-WALLING ~
"' "' No. C52187
ENl::JINEERING ii Exp. 12/31/24 * -
H50 FRAZEE R:JAD
'",;~ Cl~L J
SUITC 10,J
DATE INITIAL CALL 2 FULL WORKING DAYS
SAN _)JJsGO, CA 92188 (85[i) ;)[4-[i~77
REVISION DESCRIPTION ~ 0,-c~C 11 ENGINEER OF WORK BEFORE YOU DIG

PRECAST CONCRETE
RISER

PRECAST CONCRETE
BASE

DATE INITIAL
DlHER APPROVAL
..... / ..... /
J.,i,;
-.J_,..
• ~r.

ISOMETRIC VIEW
.....

PRECAST CONCRETE

FRAME TOP
/ 1:
~

STEEL COVER

STEEL COVER
24"x24" CLEANOUT

NOT TO SCALE

HAS BUIL TH
P.E. EXP. DATE
REVIEl.'ED BY1

INSPECTOR DATE
~ CITY OF CARLSBAD rn TRANSPORTATION DEPARTMENT 3 9
STORM DRAIN DETAIIB FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROf~ Aj:.J4 HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE
DWN BY:~ I I DRAV¥1NG NO. PROJECT NO. DATE INITIAL CHKD BY: DN 6094 DWG 529-1 CITY APPROVAL RVWD BY: PDW

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
APN 163-050-43
I
I
I,
PROP R/W RLI "OPEN TO THE PUBLIC"
L
0 APN 209-060-58-00
~o I I
u~ f
~ :jJ I /j Exist R/W
\
APN 209-060-53-00
\
\
3-3_i---
---
\I
Exist R/W '/
STRIPING AND PAVEMENT MARKING LEGEND:
@ WHITE DASHED LANE LINE, CA MUTCD, FIGURE 3A-102 DETAIL 12 @ CHANNELIZING LINE, CA MUTCD, FIGURE 3A-112 DETAIL 38
® BIKE LANE LINE, CA MUTCD, FIGURE 3A-112 DETAIL 39
,111 10::: o1:: L di~ ~ -,1----f 1---------SA -2-2256 LF '!~ Iv IE:6 -r --SA H /
ct/.l°CF - -✓--If f "' 0
--_L -----/
2-1108 LF
§ BIKE LANE INTERSECTION LINE, CA MUTCD, FIGURE 3A-112 DETAIL 39A (o;'\ HELMETED BICYCLIST SYMBOL AND BIKE LANE ARROW PAVEMENT MARKING, \'.'.'.;/ CA MUTCD, FIGURE 9C-3
- - - -~ _ _o___u ____ ~ ----rlf ,_ - - - - - -_1 -----~ .... ◄ IL) ---= el,<~ = « -8 6 0 12• WHITE THERMOPLASTIC PAVEMENT MARKING, 45 DEGREES AT 40' C-C ------§-----~ ----------eoJ ---_ 11' v
~SR --------ij--------1-
@ 12" WHITE CONTINENTAL CROSSWALK, DETAIL SHEET 21
-----11' : r. ------.....
-......--11· ---I a::: Lu R~n C::I IIRRV C::FAI _,,....--= ,--] 1 __ 1 11' ~ ..J -10' --1--..... • -------416 ~-415 414 I __ / 412 l I l " 3: -'---' --- @ SHARED ROADWAY BICYLE MARKING, CTSP A24C
0 TYPE IV (LT/RT) ARROW, CTSP A24A
Ii ..: 17 --~1-1-1 <CO
-LT ,,--.. - -EL_CAMINO_ REAL_ ~ ~ - - --_ --=~"ELCAMINOREAL"=--1 ---J~g ----Lu
=~~=~==~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~t~~~~===~=;==~~=~21.u .A-:Z ,-1.u .....
-- -- -- -~ --
@ 'SIGNAL AHEAD' PAVEMENT MARKING WORD, CTSP A24D
@ 12" WHITE LIMIT LINE
-- -------
---------------,l==~~:ir~;:::: = = = ~ ~= = = = ~= ~ = = = = ~ ~ = = = = = = ~-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-=--=--=--=--=--=--=--=----~ ~ --=---=---=--=-; (/) Ji
-- 11111
~
0 GREEN PAINT BIKE LANE CONFLICT, DETAIL SHEET 21
@ YELLOW PAINT MEDIAN CURB
~lru 01 • ~ m 7111
0:::
<(
\
Q_
(/)
~
u
<(
7 Exist R/W APN 212-160-31-00
I
SIGNING AND STRIPING PLAN: EL CAMINO REAL ~
;,c.ALt.: • -• • • PROP R/W \-:?
\ PRIVATE POST WITH REFLECTORS RL {j__
\ APN 209-060-48-00 ~ ~l(')
,...,...,.,,... 1n=4Q'
_J
Exist R/W , ~
\ ~ ~// ----r----------------\ ,-1--//
APN 209-090-11-00
R2-1 /PP
R7-9a

POLE MOUNTED SIGN PANEL
I
I
I
2-882 LF
40'
SCALE: 1"=40'
I
I
r-• • ----_ --~---__ 2-1108 LF \ ~\ ~ 1/ LExist R/W
; ~ \ ◊ _ _ _ __ _ \ v \ \ \\ \ 1c;> -I I \ -C
0 \ I
I
::c \ • U C..:t C --
(/) r \ -11'
~-----------------------------= ~z _ _ ---
1 1·
~ ------------------------------)> 11' ----
:J
-
!
I
* -
80'
CDVl _ --1
0 ~ 11' I I I 7 7 7 I 7 I 7 I 7 ' 7 ' 7 ' ' ' '
~ = \ l I i 4091 .J L 1 408 C: I 407" I :._ I 405 :._ I 405 i'. I :._ 1404 :._ I 403 :". I :._ -402 , _, ___ . t-en ~ r I 410 l en \~\ -=--=-~"~CAMI~ REA1:_ -=--------_EL C_AMLNO _BEAL =---=---=------------13~ -· ~
1--,
-
I ..
! t ------- --_ -_: _: -:_--:_-_:-_--:_-::_-__ -_ -=----_-_-_-_ --== CJ J ---- --:_ -------------=.------------~ --=:_ ====-:_== :_:: == :_ = == ==-: =: _ _c,_:_-:_ --=---=---=----=-= -----=---=-----=---=-= ~ al----------------_. \ APN 212-160-31-00 1,(:::::===----•
(/ ------,~
\

RIGHT LANE
MUST

TURN RIGHT
--~"'
EXCEPT
SIGNING LEGEND:

IRLI RELOCATE ROADSIDE SIGN

IPPI PROTECT EXISTING ROADSIDE SIGN IN PLACE
~ REMOVE ROADSIDE SIGN
@J INSTALL ROADSIDE SIGN
o' 20' 40' 80'
~ I
SCALE· 1 '=40'

HAS BUIL TH
P.E. EXP.

REVIE'v/ED BY•

INSPECTOR
DATE
DATE
R3-7R
(36"x36")
~
Rl 1 B{CA)
(1a·x12")
SIGNING AND STRIPING PLAN: EL CAMINO
SCALE: 1 "=40'
REAL ~ CITY OF CARLSBAD rn
0 TRANSPORTATION DEPARTMENT 3
[ Sunny Creek Rd2800]
D3-1 {MOD)
{VARIESxl 2")

OPEN TO

THE PUBLIC

SPECIAL SIGN
(1B"x12")
N-1
(1 B"x1 B")
SPEED
LIMIT
55 R2-1
(30"x36")
_....,
®
BIKE
LANE
.)
R4-7
W3-3 (36"x36") R7-9a
(12"x18") (30"x30")
D11 --AI ;'\RT ?l(OfESS/~~
~DOI(KEI\J ~l "'-
,~·
~ "-;:~1
j C IG PEKUNECE 1
~wM~om@s;;•Nm~%~W;:%~~;•mow;1@m-c;~wm,~m@=~~m@; No. C87068 -I< E,~ 06/30/2025 ,t
J,150 }_~_l\.:,;i,;i,_ _"tOAl.l
"'~, Cllnl ~
SJITE _GO
~AN C_!,GO, CA 98HJLI (ll5lJ) 614-~:.J77
CALL 2 FULL WORKING DAYS ~ OF c~c11

BEFORE YOU DIG
SIGNING AND STRIPING PLANS FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROIJ;;D: /1 _,;,,.f/41. HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXPIRES 6 /30 /24 DATE
DWN BY:

I
I DRAWING NO. PROJECT NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: DN REVISION DESCRIPTION 6094 RVWD BY: MT DWG 529-1
ENGINEER OF WORK OlHER APPROVAL CllY APPROVAL

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
STRIPING AND PAVEMENT MARKING LEGEND:
@ WHITE DASHED LANE LINE, CA MUTCD, FIGURE 3A-102 DETAIL 12 @ BIKE LANE LINE, CA MUTCD, FIGURE 3A-112 DETAIL 39
§ BIKE LANE INTERSECTION LINE, CA MUTCD, FIGURE 3A-112 DETAIL 39A r,:;;'\ HELMETED BICYCLIST SYMBOL AND BIKE LANE ARROW PAVEMENT MARKING, ~ CA MUTCD, FIGURE 9C-3
0 12" WHITE THERMOPLASTIC PAVEMENT MARKING, 45 DEGREES AT 40' C-C @ 12" WHITE CONTINENTAL CROSSWALK, DETAIL THIS SHEET
@ CHANNELIZING LINE, CA MUTCD, FIGURE 3A-112 DETAIL 38
® TYPE IV (L) ARROW, CTSP A24A
@ 'SIGNAL AHEAD' PAVEMENT MARKING WORD, CTSP A24D
@ 12" WHITE LIMIT LINE
0 1/)
I
I
/_;,,L --L..Exist R/W
- + 0
0 v
. ...._~ - 8' 0 - -,..,..'I--ft-- -
= 0
5N
11'
11'
SIGNING LEGEND:

I RL! RELOCATE ROADSIDE SIGN
IPP! PROTECT EXISTING ROADSIDE SIGN IN PLACE
~ REMOVE ROADSIDE SIGN
@) INSTALL ROADSIDE SIGN
APN 209-090-11-00
- -

BUS STOP SIGN
R7-9a

POLE MOUNTED SIGN PANEL
2-2256 LF
--1,r-------
MIN 12" -----.-j
_w:-2~-
n

RAMP TYP
FLARE TYP a -z
::;;
2'
_J
~ <
~
u_
0 z
0 F
f:;:]
"' 0
5'
-..
z
~
_J
7 SINGLE RAMP CORNER CROSSWALK MARKING
...,
12" WHITE CONTINENTAL CROSSWALK

NOT TO SCALE
CONTINENTAL CROSSWALK NOTES:

1. CONTINENTAL CROSSWALK MARKINGS SHALL BE ALIGNED PARALLEL TO THE DIRECTION OF VEHICULAR TRAFFIC.

2. CONTINENTAL CROSSWALK BARS SHALL BE UNIFORM WITHIN THE SAME CROSSING. NO PARTIAL BARS SHALL BE INSTALLED.

3. A CROSSWALK BAR SHALL BE CENTERED IN THE CENTER OF THE CROSSING.

4. CROSSWALK MARKINGS SHALL BE CA MUTCD RETROREFLECTIVITY COMPLAINT AND SKID RESISTANT.
\
I
I
0 0
CT) n:::
\
I
I
-- -
:."<,,, --- -------
Ii// Q Q Q DD D \Q Q'Q Q Q Q Q G G G G :: ""7 ---
• •
= - = = = = ---
----

GREEN PAINT (TYP)

GUTTER LIP
Var
~14•~4•1 .5•. I .LENGTH PER PLAN. I

GREEN PAINT BIKE LANE CONFLICT

NOT TO SCALE
GREEN PAINT NOTES:

1. GREEN TRAFFIC PAINT SHALL BE ENNIS-FLINT 985216 GREEN STANDARD FAST DRY WATERBORNE 1952F ½ TRAFFIC PAINT, PRODUCT COLOR GREEN (34115) OR APPROVED EQUAL. PAINT TO MEET FEDERAL SPEC TT-P-1952F TYPE I &

11. --~
---
·"' t;:; --;
-~-•II
VARIES
1 ll_'
11'
c:==i c:::==:J ------------
1 = = --39~
~~= = --------
N-1
(18"X18")
W r , i ~ ~ 399
~~, ~0--~ _I! W--
Ww _ -- Z(I)--
......J I ~ . --------------
~ I
I
I
I
I
R4-7
(36"X36")
---
®
BIKE
LANE
"
R7-9a
(12"x18")
---
W3-3
(30"x30")
.,~ = ------------~ ~END SLURRY SEAL ~ _______ _,_,_
-~
-~
•
? :TI
--- ---
' -~9S
--
EL C/4M/N_o R-EAL-
397
11'
VARIES
396--!------~39.5 . c?'
<t_--".EL CAMINO REAL" _ _ -
. □ :JJ □ :JJ □ :JJ :JJ □ =
----------------- ------ ------------
-----.------
APN 212-101-67-00
W4-2
(36"x36")

SIGNING A
'-

BUS STOP SIGN
(12"x18")
SCALE: 1"=40'
D11 -A,l ~RT
.~-~I>OI(l(Er\J
;WW%~H<m•;~mNm;m•m;:NWH;OWK;n•m;~~•;1N/%~kWN!N;
HC,O }_-,(!\.,:LL ROAD
~"JITE _JO
CALL 2 FULL WORKING DAYS
~AN l}J~[;Q, CA [J~lLlU (U5lJ) 614-lJJ77

BEFORE YOU DIG
~ = {NORTHBOUND LANES ONLY)= r? ~ _ /
= = -0 --
= -~ '-------'393-----i -----
394 ~ ---
= = --- = --- = -- = ~ N-1 ~ ____ _
i:::=::=i c::::::i =4> ----------------------
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§ C IG PEKUNECE ~
"' "' No, C87068
-t, El<p. 06/30/2025 JI-
J'~?. Cl\/1L ~ DATE INITIAL
~ OF c~C 11 REVISION DESCRIPTION ENGINEER OF WORK
o· 20· 40• 80'
~ I
SCALE: 1"=40'

HAS BUIL TH
P.E. EXP. DATE

REVIEIJED BY,

INSPECTOR DATE
~ CITY OF CARLSBAD rn 1 llRANSPORTATION DEPARTMENT 3
SIGNING AND STRIPING PLANS FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVED/./· .,..,;,,.Af,U HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXPIRES 6 /30 /24 DATE
DWN BY: ••
I
PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: DN OTHER APPROVAL crrf APPROVAL RVWD BY: MT 6094 DWG 529 1

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811

MAY USE

FULL LANE
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
\ \I ,,
TRAFFIC CONTROL LEGEND:

L
APN 163-050-43
Beg TPD (12 TOTAL, 10' C-C)
W20-1~ O Vr20-2 ,
Q Beg TPD (11 TOTAL, 10 C-C)
END TPD-----,.,_ I O Beg REMOVE TRAFFIC STRIPE
U ~ /TCE r 32' RT "ECR" 416+99
G20-2 p ~] I 10::: (Qt:'w• (['I{/_ ~~gR Temp RAILING (TYPE K) _L_
Exist R/W ' ROP~ • if fh : 4 CTSP T3A R/W IL 10·/ 1li' 116' • 0 ' / r Temp SHARED ROADWAY __ ~ _-____ -l _ , " _ 0 A\, rl , 'f) ~,c , ;:--f--_ BICfilE MARKING ___ _ =--=-===-=~~~~,::'~~=_JJ~~~!-=---1;-=~~~~.;=.~~;~ __ :ri:;• , _1 • 11_u]u':'__";u -_ _ • ------ • --e-I •-• e -----c\='iclT-~'
-' -=I - •
APN 209-060-58-00
----
Temp RAILING (TYPE K)
PER CTSP T3A
640 LF
-----
Temp SHARED ROADWAY

BICYCLE MARKING
\
\
APN 209-060-53-00
Exist R/W

TYPE P (CA)(RT)
Temp ALTERNATIVE INLINE

CRASH CUSHION
32' RT "ECR" 410+63
END Temp RAILING (TYPE K)
-11-11-11-11-11f'El~--€-T$P--1TMl11
0 IL)
t\\\1
•
~
I
<=
,I/ -•-/1'

WORK AREA
TRAFFIC PLASTIC DRUM (lPD)

TEMPORARY TRAFFIC SIGN
TYPE Ill BARRICADE

DIRECTION OF TRAVEL

FLASHING BEACON

TEMPORARY RAILING (TYPE K)
= •
= = • .
+ 0 .-anm TEMPORARY ALTERNATIVE INLINE CRASH CUSHION
= = =
12' -
~ ii
<~ l l ) .' ) \ S \\.~,:t f-
120 : r.
--TempSHAREff ROA[)WAY -_ ~ t;j
<°"' TEMPORARY SHARED ROADWAY BICYCLE MARKING, CTSP A24C = = =
41~ Jr ~fa
n
cgEND TAPER
--420+4G-Beg ,-A:PER =
Beg lPD _ =
, ~~-::: /_ _ (3~ T~TA~ 1o' C-::_C) I ~
• • • • ~c:=:=J
--•~--l==:~-:-;-20:--~__: ___ ~j~~\1~1 n n ~ ~ ~ ~
W20-1
C30 (BIKE) (CA)
R4-11
W20-5 (BIKE)

END TPD
G20-2
·~112·:1~
9R i_
CY \ <( v,
Q_
~ I LEND TPD 11' ef' ,
~ /ef'. 10' --
1 A-12
= = =-
8'
11'
11'
11'
416 415.
-EL-CAtvn N O-REAL --
1,--,
41! [_413
r"EL CAMINO REAL"
1-.
~ •
• ~ ---_a'_~ - - - - - --= = = = = = = = = = = = =-~-= ~ - - - - - - - - - - - - - - - - - • c_r'C"°' ~,,,., ,;w APN 212-160--31-00
•
END lPD
Beg TPD (14 TOTAL, 1 o· c-c)
TRAFFIC CONTROL PLAN: EL CAMINO REAL
Exist
R/W
11 '
63'
11'_,_11'
,--1
l __ l
~

EL CAMINO REAL
112
BIG-YGbla--MAR~ING 11' B ..J
1--l I l " 3:
l __ / ~H-1 <C _3
,-; w
V) lI) 11'
11' WW
_:::l>_ ===~=======~~;=.· =,~ tM
------u-----~
93'
11' 12' 23.5'
,1
Exist
R/W
\
~ }.,,_,
SCALE: 1 "=40' ~1 ffil LANE LANE I LANE LANE LANE WORK AREA o' 20' 40' ~
SIGN LEGEND:

END

ROAD WORK
7 SIDEWALK CLOSED
CROSS HERE ~
LL 3' LL - ::::,
m
\
G20-2 W20-1 R9-11° C30 (BIKE) (CA) W20-5 (BIKE) R4-11 TYPE P (CA) (RT) (J ~ MARKER \'j:J /J
END TPD ?J\~ %-
END TPD END REMOVE TRAFFIC STRIPE ()--\~ ,,i__
2' SCALE: 1"=40'
~
'-'

NOT TO SCALE
APN 209-090-11-00 I Beg lPD (6 TOTAL, 1 o' c-c)
END TPD \
. Beg TPD (B TOTAL, 10' c-c) ,--f---
r Beg TPD (4 TOTAL, 10' C-C) _ _£_ APN 209-060-48-00 Temp ALTERNATIVE INLINE G2o-2 Ex1st R/W TCE TYPE p (CA)(RT) AW20-1
_/ _/ _ _ /ii°=11-ll-11-// --CRASH CUSHION 32' RT "ECR" 403+15 EN~ TPq, ,, -------/,,:_ -11-11-11=:;;_-:--Temp SHARED ROADWAY 32' RT "ECR" 404+50 £ ~ I / Beg Temp RAILING (TYPE K) Temp SHARED ROADWAY I

BICYCLE MARKING
32' RT "ECR" 401 + 75
Beg TAPER
32 RT ECR 4o9+BS ,,/ --11-.11 BICYCLE MARKING END Temp RAILING (TYPE K) \ / \ / / PER CTSP T3A Beg Temp RAILING (TYPE K) _11/ ----_ -.... PER CTSP T3A ·II ~ \ PER yT~J~A-11-11-11-fl-ll -~----_ . 11, \ ,,A\ 1TCE TYPE P (CA)(RT) ~ -11-11-1 -Yemp SHARED ROADWAY -'-,':'--------;7-,,-11-'J'emp SHARED ROADWAY 11 \__ __[ _ __f_Exist R/W ~ 1 ; BICYCLE MARKING -BICYCLE MARKING . - -O
~ h-~,A~.x ~~w.,,'\,~'{\~~::;~~~\-.:_"'[)'-1fj~~~~~~~~~~~IT,~~~(1~~ -----, ~ I
~r o
80'
I
M-~;~~~~~~~~=~O M ~ ~~8~J~;g~~~~~~~~~~~~~~~~~~~~~:2'~~~~:i!::::~~~~~~~~~~~~~~~~~~~~~E~~~~~~~~~i~~~~~~~~.l~~~~~x~~~~~~~~~~~~~~~~ ·--,-u·rn / I"'" I'' 12' <? 10: NO • )> TYPE Ill _< -----------_ _ : ""
CD~ I -BARRICADE 11' <? ----------_ _ <=
\-1 1--7 ' 1::--7 ,--7 , I 7 .

J I 1 ·~ I I 7 , I 7 , I I
4091 L 408 L 4Q7L I I ' L. l405 L I 405 L I ' :__ \.i-04 ~ I : ; I ' I 11' =C:> / 403 L L 4'02
-
11' <= ,----,, 7
' _/ L
~ :;o=\ - --=--=--11' -=-=C:> -----=-~ "EL CAIO REAL"~ -=--__ EL C_AM_LN O .BEAL -=--=--=----- ----~;: - -I ~ - -11' =C:> ---------
__,. -/ ./ / ...._ .,,.-, 7 ,-~ .,.,. - - - .
c:::::::;.>
-
c:::::::;.> -
c:::::::;.>
a I= a· = • • -. _.
~r----____ Jr -,~ J ~ -----------_____ _u_B'_ _________________ ~ \
Exist
R/W
--------~
APN 212-160-31-00 :;-----APN 212-102-75-00 m <e
I I I"
~

EL CAMINO REAL
63'
'---------
63'
Exist
R/W
NOTES:

1. CONTRACTOR TO SUBMIT TRAFFIC CONTROL
PLANS TO BE APPROVED BY THE CITY.

2. ONE LANE OF TRAFFIC PER DIRECTION AT

RANCHO CARLSBAD DR SHALL BE OPEN AT ALL
TIMES.

3. MAINTAIN ACCESS TO SUNNY CREEK Rd AND
DRIVEWAYS AT ALL TIMES .

STAGE 1 CONSTRUCTION:

1. RESTRIPE AND PLACE Temp TRAFFIC CONTROL.

2. CONSTRUCT EL CAMINO REAL WIDENING.

3. AFTER CONSTRUCTION OF WIDENING PERFORM
FINAL STRIPING.

STAGE 1 TRAFFIC:

1. MAINTAIN TWO LANES OF TRAFFIC FOR
NORTHBOUND EL CAMINO REAL. SEE PLAN FOR
DIMENSIONS.

2. CLOSE ONE LANE AS REQUIRED AND USE "SIDE
OF ROAD WORK AREA" TRAFFIC CONTROL PER
SDRSD TCP-10A AND TCP-12A.

3. CURB RAMP CONSTRUCTION RESTRICTED TO ONE

CORNER AT A TIME TO MAINTAIN PEDESTRIAN
FACILITIES. SEE SHEET 25 FOR TYPICAL CURB
RAMP CLOSURE DETAIL.

POSTED SPEED:

EL CAMINO REAL = 55 MPH
TRAFFIC CONTROL DESIGN SPEED:

EL CAMINO REAL = 45 MPH

FOR REFERENCE ONLY
o' 20' 40' 80'
~ I
SCALE· t"=40'

HAS BUIL TH
P.E. __ _ EXP. ___ _ DATE
REVIE'v/ED BY•

INSPECTOR DATE
~1
TRAFFIC CONTROL PLAN: EL CAMINO REAL
SCALE: 1 "=40'
fSHml CITY OF CARLSBAD ISHEETSI
1---+---+---------------+---!-~1---+---I ~ TRANSPORTATION DEPARTMENT 43 11'
ffil LANE
LL 3' LL - ::::,
m
11' 11'

LANE I LANE
----~=--=--=---~--•-~

SECTION
.11' I I
LANE
B-B

NOT TO SCALE
16' 10 23.5' L..J.J

LANE WORK AREA
--c·. t---I , ,,.-----~-
: =:emp RAIL::PE K)
-,
D1
1 CALL 2 FULL WORKING DAYS

BEFORE YOU DIG
J,150 }_~_l\.:,;i,;i,_ _"tOAl.l
SJITE _GO
~AN C_!,GO, CA 98HJLI
IJl!Niili#JiWM@Jiiii/X¾filON/Nii/}/j]']'j_OJ!k/N,iilWt"'-,;wJNii/NiJ/i/fJIJ.®Mt%1Wt"/J.@Jt!NJt!@iffiJ;[email protected] ENGINEERING UU/..;IU/ ,LU,L;,J i*.
(ll5lJ) 614-~:.J77

TRAFFIC CONTROL PLANS FOR

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVED~-""AfJ<I HOSSEIN AJIDEH
1-----+---+----------------1----+--+----1--... !ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE DA TE I INlllAL

ENGINEER OF WORK REVISION DESCRIPTION
DA TE I INlllAL
OlHER APPROVAL
DA TE I INlllAL
CllY APPROVAL
DWN BY: M\i 11 PROJECT NO.

CHKD BY: ___!l!'.!!
RVWD BY:__Ml 6094 I
DRAWING NO.

DWG 529-1

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
M P H
45MAY USE

FULL LANE
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
W21-5b

SIDEWALK
CLOSED
R9-9
r
--
SIGN LEGEND:
• [II ~•'/ • u I I .I \. l<I~_ .1,,\.,
L,~ ~ ,.,;iJaa o .n~ _
·-•---
= t"" •
= ~ ---
.25. 70
-~ • -~~ = ~ = ~k------------------------~-
I .-r-: ;9 I n:• : I I I I £" I f--1
420
I
~19 -ff ff ff ~ I ~8 ~ 41
= =--
= :ae; ~= - - --= -----a:..~-•-•-•-~-••• :::= • • • .....,. --.-= _cl· i=cc:~------~,WQQQQQQQ~-.=-=----=---~~--
• 'fty'"□ '
W3-5 (45) C31 A (CA) C30A (CA) C30 (BIKE) (CA)
R9-10
'(
'•) I I •
"~l)r
R9-11a
W20-1 W20-5 (BIKE)

SIDEWALK CLOSED
~ 010 AHEAD SIDEWALK CLOSED SIDEWALK CLOSED
• • CROSS HERE CROSS HERE USE OTHER SIDE
~
R9-11 R9-11a R9-10 TYPE P (CA) (RT) W13-1P (45) R4-11 MARKER ,,_,,_fa~-~~
W,0-\rf

TYPICAL CURB RAMP CLOSURE
SCALE: 1''=20'
48' RT "ECR" 400+ 15
\ n I ''° ;•mo "'"'° (r,,>e ') I ~ S? .,,_,.,
' PER CTSP T3A I ':!;:'. \-t W3-5 (45)
''" ""' ,: tb -----
; •mo ,c "'""" """ W,0-\ 'lirll'I\ 0-G\) R9-11 -;::_. - ;we e (OA)(e;) •) \ \ -s-\---'#-~ ;'/;::--,f-"= --;---==- I ;;'~ <") ,,,,, ,;w "'(") "'" ,1., ,,_,, • • 1 u nu u 11 n n nu D n n n irn ,,,,,. -,_ ------ ~ __ --r, C30 (BIK-=_l ~CA) £ ____________ ~•- 11 0 __ ,oa~,e '.":_\ • ¼ _ __ _ '.~Cu u ~i ______ --··••- g --'j'=================300 -J 100 _l __ -~ ~ -c• ' 11' ~ ,.-a _ ---•~--•
:"" <~~ -= ~7
0::: C\I ->WAY ----------11' ~ -= = _ -· 3.~~ -----
(.) Temp SHARED ROAD _ -= ~
Lu f-------BICYCl:E MARKING ----------13' ~ = : ='---------- ' W • ~ ~ ~ - W ---------.P c.·c •••'
<( :J: I I I < ,________ __,, ______ 395,_-, = = f-(/) / -400--~ 399 -';598, _______ ---C39? 396-. . = = (/) JI -= = ~ ~ ~ -=:_ -=:_ -=:_ -=:_ -=:_ -:~ -~= _ EL CAMINO REAL---_----•·cc""'''° '"'" -= --i i/ }--- ;; _______________________ :JJ_□_JJ □IJ□~□_u~i □ --~ _J~ uirnuunnuunnnn/ / \
I
-----
~ -----
/
-
W20-1
--------
- -
7,9\

FOR REFERENCE ONLY
~ / "' \ o 11"',
"1 I ~ ~ '-W20-1
\ (\ I I < r'1 ~
/
11 I \) I \ 0-C)
o· 20· 40• 80'
I I r'1
I I I
APN 212-101-67-00 I \
/
APN 212-130-44-00 11 ( \ I
~
SCALE· 1"=40'
I

HAS BUIL TH
d, I I
\ I I I TRAFFIC CONTROL PLAN: EL CAMINO REAL P.E. __ _ EXP. ___ _ SCALE: 1 "=40' REVIEIJED BY,

INSPECTOR
DATE
DATE
fSHml CITY OF CARLSBAD I SHEETS I l---+---+--------------+---1--1---+---I ~ TRANSPORTATION DEPARTMENT 43 D~~T
CALL 2 FULL WORKING DAYS

BEFORE YOU DIG
H50 Fc<!\.ZEE c<OAD
SJITC _oo
~AN DJJsc;o. CA [J'"lJll
DOKKEN
W!NJ//NiJ/i/fJIJ.'JJ/MJ/iffiWt"/J.@mm@W/;J;J!)!@iimJ/ffiJ'1./j_OJ;J//N/@i}/lt;J!l')NN/WiJ/W!J.WJ//Ni@iJimWJ/iN!@illi1 ENGlt•«EER,NG
f65U; 514-~J77
~
~"'c,: ~,~
~ c~
"' "' No. CB7068
;II\ up. 06/30/2025 *•
.J'~?,t CIVIL ~,~
• o, c~c11 ~
t---+---t--------------+---+---+----+-----1 ITRAFFIC CONTROL PLANS FOR DA 1E I INlllAL

ENGINEER OF WORK REVISION DESCRIPTION

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVED: A HOSSEIN AJIDEH
!-/~f-U
RCE 75991 EXPIRES 6 /30 /24 DA TE
DAlE INlllAL DAlE INlllAL DWN BY:. I PROJECT NO. I DRAWING NO, CHKD BY. DN 6094 DWG 529-1
DlHER APPROVAL CITY APPROVAL RVWD BY: MT
'

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
APN 163-050-43
n - -------
~
c?'[
--------
L
0 I
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1<11,\,,._<t ~'- ◊v cJ ' .........
j ---------
~--lf--_~_--+ __ -.~-\-·----~-~-'-'.__.. --'~ - ----- - -- -- -- -- -- -- -- -- -- ~
- -- -- -- -- -- -
\ APN 209-060-53-00 \ '
, 'I \ _LExist R/W
-------~----------i -----------
APN 209-060-58-00
1 ½"c, 2#8 (Ltg) 2\ / :15
t·•,-.. +
z I I I > I El; ;J ~ z ~ .--2 I ~ ~ "
2 ~ = ----,_
----ii _ L _ - - - ----_ _ /crb - - -~ 0~ -~ ~ w
~ I~ -I ,--1 1--1 1--1 = ~
I & --: [_4_1-J l __ , "' I ___ I Im_, r=s _. ___ , -m i;;w • 6----1-·416----I
415
_ _ ----= ~ "~CAMI~ REA~ ---W QJ
-]_ -----------;zW
-1½"c, 2#8 (Ltg) £1½"C, 2#8 (Ltg)
«~ «~t
-- -- --111111111
--: EL CAMINQ REAL_ --------------------•c> ___________ /;:lli - ------ - ---=-=== -=-==-7-;-_:-_::-_::_-_-_::-_::_ -----------------,;;y--- - - - - -------------,r----j~ =----------- -~ ~ =====---=--=--------=---=---- - -v:,.:::::----- -------~ I
I
"d'1
Cf!
er:::
<(
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(J)
y_
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<( \
APN 212-160-31-00
LI GH Tl NG SYSTEM: EL CAMINO REAL
SCALE: 1''=40'
~
~ ,,,1...

I
I o' 20' 40' 80'
~ I \ 7 I ()
SCALE: 1"=40'
\
\
r-
~···· , ..
~ C \I~====-==-==='
Exist R/W
___L ~------ / -----
.... :~• -•-..
__f 1½"c, 2#8 (Ltg)
-cJ--
-----
APN 209-060-48-00
1½"C, 2#8 (Ltg)
........ ........ ::--..:::--:-------
----=c:i:
\~
\~
1½"C, 2#8 (Ltg)
----....
\ 1J
0--
/ I _:__J
y1/\
.,.....A \
APN 209-090-11-00
(\ \__~1½"c, 2#8_:'.:_tg)
' ~◊ --- - ----== IJ;.,_
I
I
I
-~it:'Ll1==-----~~I ~~~~~~~~
d8 + .-..-0 rriZ
rri._ - -
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oj;! 1 1 1 1
7 , 7 7 , 7 , , , , , , , , , , , 7
I I I I~ ---~
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0::: N --o
~ = \ 1 I I I I 4ci9l J
I
L 1408 '-4Q7L I :_ 1405 L I 405 :_ I :_ 14□4 :__ 403 :__ I L 4102 :_ , :;orri l I 410 l ~~=\ _ --_ _ _ _ _ _ _ _ _ _ _ _EL C_AMlliO _BEAL _
WI--
= w
I<(~
-II tn:
-1..p,. --/ / / / ~'~============r====~================== --"' / / ~ ;----9> ~ \--~----_: -------------------------~ )-=-=::~------------===----===--I L;8;J i --------------------~= ---~-- Ww
ZV)
_J
~[j g; -----------------===- -/
\ APN 212-160-31-00
\
ELECTRICAL SYSTEMS LEGEND (THIS SHEET ONLY):

OJ INSTALL MISSION BELL LED LUMINAIRE ON CONCRETE POL.£.

LEGEND:
o--9
~--•
~

NEW MISSION BELL LED LUMINAIRE ON CONCRETE POLE
KING LUMINAIRE KB25-lll-120-8060-120-PR OR EQUAL

EXISTING MISSION BELL LED LUMINAIRE ON CONCRETE POLE

INSTALL CONDUIT INTO EXISTING PULL BOX
//--
\ \ '...._ ___ ___
-----~"'
1--
<(
,~
APN 212-102-75-00 I
LIGHTING SYSTEM: EL CAMINO REAL
SCALE: 1''=40'
o' 20· 40' 80'
~ I I
SCALE· 1"=40'
cOfESSl!lji;'
~
OSlDIEK
F@);/}/JJ/}/j_'t_'!J.ON!iiWJ/HiJfilWJ//Wm!iJijfiJfj/j/,W}/i/i}/jJjj/j_"N)@i}/}/j!/J."-WJ."NiJ/i/lwwtWmmm;,;;;;;m@i//}i@!Jj C65334 E N G ! N E E R ! N Gi 9/30/25
TRAFFIC SIGNAL GENERAL NOTES:

1. TRAFFIC SIGNAL AND STREET LIGHTING WORK SHALL CONFORM TO THE FOLLOWING:
-THE PROJECT PLANS AND SPECIAL PROVISIONS;
-CITY OF CARLSBAD STANDARD SPECIAL PROVISIONS FDR CONSTRUCTION (CCSSPC);
-CAL TRANS STANDARD PLANS (LATEST EDITION, INCLUDING ADOPTED (REVISIONS);
-CALIFORINA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION (CAMUTCD);
-STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LA TEST VERSION).

2. THE LOCATIONS OF EACH NEW POLE FOUNDATION, PULL BOX, AND LUMINAIRE AS SHOWN ON THE PLANS ARE APPROXIMATE. PRIOR TO ORDERING MATERIAL, THE CONTRACTOR SHALL STAKE ALL PROPOSED FACILITIES FOR APPROVAL BY THE CITY.

INSTALLATIONS OF FACILITIES PRIOR TO CITY APPROVAL ARE SUBJECT TD RELOCATION AND RESTORA TIDN AS DIRECTED BY THE CITY AT THE CONTRACTOR'S EXPENSE.

3. ALL WIRING, NEW OR MODIFIED (AS PART OF THE CONTRACT), SHALL BE LABELED v.1THIN EACH PULL BOX AND CONTROLLER CABINET FOR TRAFFIC SIGNAL PHASE AND/OR USE IDENTIFICATION. DEVIATIONS FROM THE CONDUCTOR/CABLING SCHEDULE OR PLANS MUST BE APPROVED BY THE CITY.

4. ALL EXISTING SIGNAL EQUIPMENT SHALL REMAIN IN PLACE AND OPERATIONAL UNTIL NEW EQUIPMENT IS IN PLACE AND READY TD OPERATE.

5. ONCE THE PERMANENT LIGHTING HAS BEEN INSTALLED AND PLACED IN OPERATION, THERE SHALL BE A THIRTY-DAY "BURN-IN" PERIOD. DURING THIS "BURN-IN" PERIOD,

THE CONTRACTOR SHALL REPAIR OR REPLACE ANY MALFUNCTIONS TO EQUIPMENT THAT WAS SUPPLIED ON THE PROJECT. ANY FAILURE DURING THE THIRTY DAY PERIOD WILL REQUIRE THE "BURN-IN" PERIOD TO START OVER FROM THE POINT THAT THE FAILURE IS REMEDIED.

6. CONTRACTOR SHALL BORE ALL CONDUIT UNDER EXISTING PAVEMENT, CONCRETE, OR SIDEWALKS UNLESS OTHERv.1SE APPROVED BY THE CITY.

7. ONLY NEW CONDUIT AND CABLE SHALL BE INSTALLED UNLESS OTHERv.1SE INDICATED ON

THE PLANS

8. CONDUIT SHALL BE 3" SCHEDULE BO UNLESS OTHERWISE SPECIFIED AND SHALL CONFORM TO CURRENT CAL TRANS STANDARD PLANS. ALL NEW CONDUIT SHALL BE INSTALLED A MINIMUM OF 30 INCHES BELOW FINISHED GRADE AND HAVE A DETECTABLE PULL TAPE UNLESS OTHERWISE SPECIFIED. #12 TRACER WIRE AND MULE TAPE SHALL BE SEPARATED IN THE CONDUIT.

9. ALL EXISTING CONDUIT USED SHALL BE FIELD VERIFIED FOR LOCATION AND INTEGRITY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CITY SHOULD AN EXISTING CONDUIT BE DETERMINED TO NOT BE USEABLE.

10. ALL CONDUIT(S) SHALL BE CLEANED BY COMPRESSED AIR AND A PROPERLY SIZED CONDUIT PIS10N OR MANDREL PRIOR TO CABLE INSTALLATION. NO WATER OR MOISTURE SHALL REMAIN IN CONDUIT(S) PRIOR TO INSTAWNG CONDUCTORS. CONDUIT SHALL BE FINISHED WITH DUCT SEAL.

11. ALL NEW PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED AND SHALL CONFORM TO CURRENT CAL TRANS STANDARD PLANS. PULL BOXES SHALL NOT BE INSTALLED WITHIN PEDESTRIAN OR DRIVEWAY RAMPS.

12. TRAFFIC SIGNAL PULL BOXES SHALL BE MARKED "CARLSBAD TRAFFIC SIGNAL" AND HAVE A MAXIMUM SPACING OF 200 FEET

13. FIBER OPTIC COMMUNICATION PULL BOXES SHALL BE MARKED "FIBER OPTICS" AND HAVE A MAXIMUM SPACING OF 1,000 FEET WITH NO MORE THAN 180 DEGREES OF TOTAL BENDS, OR AS APPROVED BY THE CITY.

14. ANY PULL BOXES INSTALLED ALONG A ROADWAY WITHOUT CURB AND SIDEWALK SHALL BE INSTALLED ADJACENT TO, BUT NOT WITHIN, THE SHOULDER. ALL PULL BOXES ADJACENT TO THE SHOULDER, OR OTHER DRIVABLE AREAS, SHALL BE TRAFFIC RATED.

15. THE VEHICLE DETECTION CABLING SHALL BE INSTALLED, CONTINUOUS AND UN-SPLICED, FROM THE VEHICLE DETECTION EQUIPMENT TO THE CONTROLLER CABINET.

16. THE DETECTOR LEAD-IN CABLE SHALL BE CONTINUOUS AND UN-SPLICED BETWEEN THE CONTROLLER CABINET AND THE PULL BOX ADJACENT TO LOOP INSTALLATION. PROVIDE A MINIMUM 5 FEET OF SLACK FOR EACH DETECTOR LEAD-IN CABLE AS MEASURED

FROM THE LIP OF THE PULL BOX OPENING IN THE PULL BOX ADJACENT TO THE LOOP DETECTOR.

17. ADVANCED LOOP DETECTORS SHALL BE TYPE E PER CALTRANS STANDARD PLANS AND SHALL BE SEPARATED FOR EACH LANE TO THE CONTROLLER CABINET. LOOP DETECTORS SHALL BE 6 FEET IN DIAMETER POSITIONED IN THE CENTER OF THE LANE UNLESS OTHERWISE SPECIFIED. LOOPS SHALL BE SEALED USING HOT-MELT RUBBERIZED ASPHALT SEALANT PER CALTRANS SPECIFICATIONS.

18. ON NEW, DR REPAVED ROADWAYS, VEHICLE DETECTOR LOOPS SHALL BE INSTALLED PRIOR TO THE FINAL LIFT OF PAVEMENT.

19. SAFETY LIGHTING SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF CARLSBAD PUBLIC STREET AND TRAFFIC STANDARDS, CHAPTER THREE, STREET LIGHTS.

20. REPLACE EXISTING DAMAGED PULL BOX LIDS WITH NEW, IF APPLICABLE.

21. CONTRACTOR TO CONTACT SDG&E PLANNING AT (760) 480-7745 PRIOR TO LIGHTING WORK.
0AS BUIL T0
P.[. __ _ EXP. ___ _ DATE
REVIE'w'ED BY•

INSPECTOR DATE
~ CITY OF CARLSBAD m 4 TRANSPORTATION DEPARTMENT 3
IJGHTING SYSTEM PLANS FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVED: HOSSEIN AJIDEH
1-/-,,:...AfU
ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE
DWN BY:

CALL 2 FULL WORKING DAYS

BEFORE YOU DIG
1 '.50 FTI!\ZCC R:J,\D
ciUl"I 1,: 1 U(I
SAN ,nr.o, 8~ 'l21r.A (AfiA) '>14 li~'77 DA TE I INITIAL

ENGINEER OF WORK
DATE I INITIAL DATE I INITIAL CHKD BY: __.lQ
RVWD BY: __MI
PROJECT NO.
6094 I
DRAWING NO.

DWG 529-1 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
I
I g I APN 209-090-11-00 \
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APN 212-101-67-00 1 1 "" \ \ \ ~s\ \ (d c
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I I I I LIGHTING SYSTEM: EL CAMINO REAL
o' 20' 40' 80' SCALE: 1 "=40'
~
SCALE· I "=40'

I NO WORK THIS SHEET, FOR INFORMATION ONLY

HAS BUIL TH
P.E. EXP. DATE
REVIEl.'ED BY,

INSPECTOR DATE
~ CITY OF CARLSBAD rn
5 TRANSPORTATION DEPARTMENT 3
IJGHTING SYSTEM PLANS FOR:

EL CAMINO REAL
DIC }ll ;-RT ??-oFESS/~ ROADWAY IMPROVEMENTS
~Q_()_~~-1-7~
~
{
~-
~w '\W% FROM SUNNY CREEK Rd TO JACKSPAR Dr
~ JOSE OSTDIEK ~ APPROV1f.: A HOSSEIN AJIDEH
"' "' ~ fU No. C65334
ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE -ENl::JINEERING -11 Exp. 9L30L25 * H50 FRAZEE R:JAD
"',;?~ Cl\/1L J.

DWN BY:

I
I DRAV¥1NG NO. SUITC 10,J PROJECT NO.

CALL 2 FULL WORKING DAYS
SAN _)JJsGO, CA 92188 (85[i) ;)[4-[i~77 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: JO REVISION DESCRIPTION 6094
BEFORE YOU DIG or c~c11 ENGINEER OF WORK DlHER APPROVAL CITY APPROVAL RVWD BY: MI DWG 529-1

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811

TRAFFIC SIGNAL NOTES

CONSTRUCTION NOTES
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
SEE SHEET 25 FOR TRAFFIC SIGNAL GENERAL NOTES.

OJ
0 QJ
EXISTING CONTROLLER ASSEMBLY WITH BBS TO REMAIN. INSTALL NEW CONDUIT INTO EXISTING CABINET WITH LB FITTING.

EXISTING 120/240 V TYPE Ill-BF SERVICE EQUIPMENT ENCLOSURE TO REMAIN.

IRCI EXISTING LEFT TURN YIELDS, INSTALL MAST ARM MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN TYPE NOTED ON PLAN. 0 REPLACE EXISTING PULL BOX.
0 IRsl EXISTING sP-2-T, INSTALL sP-1-T.
0 IRsl EXISTING PPB, INSTALL POLARA APS.

I EXISTING PHASE DIAGRAM (NO CHANGE) Loe
r
1-¢~-1101
l!
¢1 ¢4
_J ---r l
¢5 ¢6 ¢7 ¢8
@
®
®
@
®
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POLE REMOVAL SCHEDULE ®

STANDARD SMA
Loe TYPE Sig ®
STANDARD MAST ARMS Lum
TYPE HEIGHT Sig Ltg LED
29-5-70 30' 55' 15' 120W
1-A 10' -- -
24-3-70 30' 35' 15' 120W
1-A(N) 10' - --
29-5-70 30' 55' 15' 120W
1-A(N) 7' -- -
17-3-70 30' 20' 15' 120W
PBA POST(N) 5'-7" - - -
0 IRsl EXISTING PEDESTRIAN SIGNAL MODULE. INSTALL LED couNT DOWN PEDESTRIAN SIGNAL MODULE IN EXISTING HOUSING.
® 1-A -ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED. (N) NEW EQUIPMENT
405' TO
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Exist 2"C, 1 DLC; ® ~., ~ ~ ~I J~ r .. ~ l,j U<I BP,( 0 ,--,--,--, / .-::::
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LEGEND:
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§91 DLC; '---' @1 \1 \\ f II lit-..\~ t-..\~I I I I /(F ADD: 3 DLC \ j VI
ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS
INSTALL CONDUIT INTO EXISTING PULL BOX.

EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME

PROPERTY OF THE CONTRACTOR
O:::'.
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Exist R1~4b,L ) o__
I (_f) "L
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0 \
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7 o· 10' 20· 40'
~ I
SCALE· I "=20'

POLE AND EQUIPMENT SCHEDULE

SIGNAL MOUNTING APS (NJ
MAST ARM POLE PED 0 ARROW NOTES
3-MAS SV-1-T SP-1-T 4P .. 00
-TV-1-T SP-1-T 6P .. 00
MAS SV-1-T SP-1-T(N) 6P .. 0000
-TV-1-T(N) SP-1-T(N) BP ..
3-MAS SV-2-TB SP-1-T(N) BP .. 000
--TP-1-T(N) 2P ..

MAS SV-2-TB SP-2-T 2P .. 00
---4P ..

CONDUCTOR AND CONDUIT SCHEDULE

CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE
CABLE TYPE Loe PHASE
B & b ~ & & 8 &

VEH-PED
0 1~6,6P
1/, / / / / / / / 12CSC 4P
®
8~4p
6P 1/, / / / / / / 1/,
© ~
BP
6P % ( ) / / / / / %, ( ) % ( )
®
5~6P
BP /4i ( ) / / / / /4i ( ) % ( ) /4i ( )
® ~
4,5,2P
BP 1/, 1/, / 1/, / / / /
0 81~
2P % ( ) % ( ) / % ( ) % ( ) / / /
®
11~4,2P,4P
2P 1/, 1/, / / / / / /
@ ~ /4 /4 /4 / / / / I/
APS
1/a ~ /, 1/z 1/, 1/, 1/z ~
TOTAL
3CSC
AWG Ckt
#10 Ltg 2 2 2 2 2(N) 2
#8 G 1 1 1 1 1 1(N) 1 (N) 1
EVD CABLE 4 2 1 1 (N) 1(N)
ADVANCED DIGITAL CABLE PN: 4(N) 2(N) 1(N) 1 (N) 1(N) 99163SFX -ITERIS SPEC. CABLE

LOOP DLC (TYPE B)
PHASE 2 3(N) 3(N) 3(N)
PHASE 6 3(N) 3(N) 3(N) 3(N)
TOTAL DLC 6 3 3 --3 3 3
2-3" 3"
CONDUIT SIZE 4"(N) 3"(N) 2" 3" 2" 3" 4" 2-3.5"
Exist Exist
CONDUIT STATUS NEW NEW Exist Exist Exist NEW NEW Exist
% FILL 26/26 24 12 30 22 12 15 13/13 25(N) 24(N)
(N)=NEW

ALL CONDUCTORS AND CABLES ARE EXISTING UNLESS LABELED AS NEW

HAS BUIL TH
P.E. __ _ EXP. ___ _ DATE
REVIEl.'ED BY•

INSPECTOR DATE
~
CD

REMOVE AND SALVAGE EQUIPMENT

EXISTING VIDEO DETECTION CAMERA
fSHml CITY OF CARLSBAD I SHEETS I l---+---+--------------+---1--1---+---I ~ TIRANSPORTATION DEPARTMENT 43 -<] EXISTING EVPE
f•:-:-:-:-:-:-:1 EXISTING VIDEO DETECTION ZONE ,,;..·.;,,:,,.·::;,,;:J ~ PROPOSED VIDEO DETECTION ZONE
-@-EXISTING WIRELESS INTERCONNECT ANTENNA

LEFT TURN
YIELD

ON GREEN
• R/0-12

SIGNS THIS SHEET
CALL 2 FULL WORKING DAYS

BEFORE YOU DIG
H50 FRAZEE R:JAD
SUITC 10,J
"IMUONJ/iii/}/iJfJ/j_';J;)MJiiiJ.X/Wm!NJ//NiJl//fJIJ.'WMmiiimliJ/l.,;Ji)/JNi@l}lffi]'J_/j_O@/NiN//;JfJ_/j_OJ;J//Nim/i}@WJJiJlm ENl::JINEERING
SAN _)JJsGO, CA 92188 (05li) 314-!i~77
cQFESS/n.~
~
~~
STDIEK
C65334
9/30/25
. .,
'*,

DA TE I INITIAL

ENGINEER OF WORK REVISION DESCRIPTION

DATE I INITIAL DATE I INITIAL
DlHER APPROVAL CITY APPROVAL
TRAFFIC SIGNAL PLAN FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROYf,£.... A,µJ,t. HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE
DWN BY: t,s 11 PROJECT NO.

CHKD BY:_,jQ
RVWD BY: __MI 6094 I
DRAV¥1NG NO.

DWG 529-1
'

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
32'-0" GRAVITY WALL
---

SECTION A-A I
Beg Ret WALL 413 Qi
PER SDRSD C-09, LENGTH = 80'-9 1/4" v LENGTH = 168'-0" MEASURED ALONG RWLOL SEE "IMPROVEMENT PLAN" SHEETS
LENGTH 8'-9 r 1 8'-Q" I 16' -0" I 48'-0" 24'-0" I 88'-0" DESIGN H 6' I 8' I 1 o· I 12· 14' I 16'
-
(B0-3 EXPANSION JOINT SPACING 80'-Q" 88'-Q" 80'
~
FOOTING STEP SPACING 8'-9 1/4", 8'-Q" I 16'-o" I 48'-o" 64'-o" I 24'-Q" 24'-o" TOP OF FOOTING ELEV 58.50' I 57.00' I 55.50' I 54.50' 53.50' I 55.00' 56.00' BOTTOM OF OVEREXCAVATION ELEV 49.00'
LENGTH -' . , ...

OCl
" ~ ~
(NOT SHOWN)
' ----------------------------------------------------~~-------------------- --------z -' ' --------· t------------------------I I I~-------------------------• 7 I I I I
-------II I' II II
-----II IL II I ---------I I I ' •
-------------7·itj---I FG I I I I _J ~ W --------; ---I I I I I "' w I ----I -.!1 I ,I -, --' O 11 1 : I
B0-3 I I I I ---11' G 11 I
O
a:: (/)
~
EXPANSION JOINT 11 ____________ i ------.;+-------]<( () 0+00
_. I I I .J.li---I I I ~
' I -------11 I WW I 1:::i:R W
• I (/)
~ '°'"' SID' ' ~ / ' ~ 0 -~ ~ ~WEAKENED PLANES
~ (NOT SHOWN)
DATUM ELEV = 40.00' 1+00 2+00

MIRRORED DEVELOPED ELEVATION
GRAVITY WALL PER SDRSD C-09,
L SEE "IMPROVEMENT PLANS" SHEETS SCALE: 1 "=1 O'
0{ j) J, '\ \ \ \ '~ \ ~xis~ PR□-~ERTY WALL
\j £ 91 \ (/ ~~} ~ \\: ( (~ '~\E RE{O~~~) Ret W~LL ElC RWLOL 0+00.00= ~ I _;t~.\ ~\,\ \ ~ \ \ ~ '\J, \ \ \. \ ....... "/. V '\. -• • ---
--------------- ~ •~ ~~ ~~-/.JI_~---_________________ -______ Exist R/W 22_ ----=-----=---~---j~v~ ~
'--' -......__ _-...___ _ ~ ~-----~ S63"28' 02 "E ---------------------------I - ---- L v I '-EC~ [<Wl?,L 0~07: 14= _ _ ExisrABANDONEO· 275.22' ~ _ _ " -=-= v -~ / l~xist-ClMWIIl /3" 'CR I ~"-sc,...,( ~~RT .. ..._ECR----f1_ 7~00.45 WkTER-~INC:-- -~ - -~ ,i =-------------- 1 I I I w TlfR LIN ,~Iv ------~ - ----(/_
" -i--\\--+--il 1----'s:~ --------- ' I -------{[_ -
~ - -1-++---+--t -LJ\ L: -------------...._______ ~ -',/ T ----~ T\-f--T ----e~,6,tJ ~----------------------.- __ .,.. ____ --------1 r-T===------== r (\ + ) I r------~~ \"-i' '½-.. ---------------~ -------IO I '------.J - - / ~ __... -~ ,. .- 'i' ? ' --------=------j VJ ----.;:J- ________ .L_ _ _ _ _ _ _ _ _ _ _ _ _ --OCl -T ---+-T _,,___ ___ T ----T ,----------T 0::: v I c O 1- ~ v -~, j~~~~~~;;~~~~~~~~~~~~~~~~~~~~::~;;~~~~~~: N -T T T -----T ----✓ ·-L. T ===---:cc=--~=====:-:r: W . / -I" T -----::;; 0 ~ et TWA\clc---F00llNG a T -T T ~ : ~ O O I I Y-----...J I ;r----._ r;,-1----A _____ URB & GUTTER I -T ' ~ ',/ T -=----+--T ~:._-'.:"-=,_-:":_~---~_-. T . -~_-,,: _____ :----=-T ------T '°('=--==sc=~, ===r~F ~ -r--,--~~-:.~~------V-----• \ n : :
~ = I r -----------z !_/ ____ \ _______ /~-----,,.__ T✓~-T T T ....J Exist CCWD 24" PVC ,----+T ---h'-+T T ----+---++T ---+-1 T T -----T~--:7. ---~~----..,_~-------'--+~---~=,L-----------f-----------1'--..L.~ I SEWER LINE '-----.J VERIZON TELECOM LINE SPECTRUM TELECOM PULLBOX 0 I -□ □-□-1-
~
, SPECTRUM TELECOM LINE VERIZON ,lJLECOM PULLBOX _ 0 _ o o -o -□ -o -o <( -----R~-----R\./ ;:o Rv;:Q' Rjw--,;----R1<-----Rv----+-R\./ 77/ R\./-----R'w -Rv1-----R',J-f7'-c7'----"':'__ _
0 -~';L=o _0 _R[l'-□ --□ Rw -□ R\./ 0 R'w~----Rv-----R',1#--/----, ::ii:
<: -=--o -o -u---o -□ -Q_-OAT&T□TELE~O~LIN:._□ --□ -□ -~-□ -o -:_ ' -~&T TELECOM_:ULLBOX AO_ I _0 _I□ -B -□ -□ 4,q 12" ACP RECYCll Fn WATFR I INF
--□=1□-□-1□ ~ -o-□=.,u
',/-~--~,., ',J ~--~_J "' "' --}-"' "' "' "' "' "' "' "' "' "' "' "' / KM 1 O" HIGH PRfSSURE
;:: r----1--Exist CM 12 .. PVC STEEL PETROLEl'JM LINE
~
" \
kTER-tlNE~---------+------------+------------+-----------+---------~~----------+ w,cc,..,,nsm·s_ . ~-EL CA:)« NO REAL
~~ I N63"28'02.13"W
Al ,-I I I 4i,-==c='.-----~c--===='------~-==='--------==;47l;8·45' 4if6 I \ \ LJ
I
I

TOP OF WALL ELEVATIONS

STATION ELEVATION
0+00.00 64.76'
0+08.77 65.02'
0+59.22 66.96'
1+09.22 68.97'
1+59.22 70.82'
2+09.22 72.75'
2+59.22 74.62'
3+09.22 76.28'
3+59.22 77. 71'
3+81.42 79.17'

CALTRANS STANDARD PLANS
DATED 2018
Sheet No
A10A
A10B
A10C
A10D
A10E
A10F
A10G
A10H
A62B
B0-3
B3-4A
B3-5
B11-7
IW.e.

LINES AND SYMBOLS (SHEET 1 OF 5)
LINES AND SYMBOLS (SHEET 2 OF 5)
LINES AND SYMBOLS (SHEET 3 OF 5)
LINES AND SYMBOLS (SHEET 4 OF 5)
LINES AND SYMBOLS (SHEET 5 OF 5)
LEGEND -SOIL (SHEET 1 OF 2)
LEGEND -SOIL (SHEET 2 OF 2)

LEGEND -ROCK

LIMITS OF PAYMENT FOR

EXCAVATION AND BACKFILL

BRIDGE SURCHARGE AND WALL

BRIDGE DETAILS
RETAINING WALL TYPE 5 (CASE 1)
RETAINING WALL DETAILS No. 1

CHAIN LINK RAILING
\
~
o· s· 10· 20'
~ I
SCALE: 1 •= /0'

HAS BUIL TH
P.E. __ _ EXP. ___ _
REVIEl.'ED BY,

INSPECTOR
DATE
DATE
PLAN
SCALE: 1 "=1 O'
fSHml CITY OF CARLSBAD I SHEETS I l---+---+--------------+---1--1---+----I ~ TRANSPORTATION DEPARTMENT 43 ~~T
CALL 2 FULL WORKING DAYS

BEFORE YOU DIG
H50 FRAZEE R:JAD
SUITC 10,J
SAN .)JlsGO, CA 92188
-"· O' Kr KEN·, , ' ' -,◄
~ ¾. , J ' • • • a '. ;
"IMUONJ/iii/}/iJ/i/j_,;JM."1!/N!,1/%J;J!!NJiiNiJ/i/fJ/j_@MN.'iiml/J/j_@)/)N)i/j)/)iffi]'J./j_WJ!iN/N/;;;,J_/j_Oii/}/N@/i}@WJJiJlm ENl::JINEERING
(85[i) 514-[i~77
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""""' " '.~/ Ch,,.l,.1o.,,.; -~
r., ..... ~
rj CHARLES TORNACI ~
No. C66058
,ii\ Exp. 6/30/24 *·
"'. ?,,.·~ " '('
CIVIL ~,~
PF" ct-..'--'~ ~

DA TE I INITIAL

ENGINEER OF WORK REVISION DESCRIPTION

DATE I INITIAL
DlHER APPROVAL

DATE I INITIAL

CITY APPROVAL
RETAINING WALL No. 413 PLANS FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVED: A HOSSEIN AJIDEH
f-1~ FU
ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE
DWN BY: MP I
CHKD BY: CT
RVWD BY: MT
PROJECT NO.
6094 I
DRAV¥1NG NO.

DWG 529-1
'

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
l SECTION A-A RETAINING WALL TYPE 5 -CASE 1
LENGTH = 168'-0" MEASURED ALONG RWLOL LENGTH = 135'-8" MEASURED ALONG RWLOL 56'-o" 48'-o" I 32'-o" I
14' 12· I 1 o· I
80'-Q" 64'-Q" I
I
32•-o· 24'-o" 8' -0" 8' -0" 24'-o" 8' -0" 16·-o· 16·-o· £~ \___)
55'-8"
8'
71'-8"
16·-o· 16·-o·
LENGTH

DESIGN H
EXPANSION JOINT SPACING~
~
23'-8" I FOOTING STEP SPACING
V
I
"ECR" LINE
,
1 TYPE G CURB & GUTTER
PER SDRSD G-2
I FG
I
I
RWLOL
~~-3 CHAIN LINK RAILING
5'-0" 5'-0" TW

1.5%
' 57.50' I ,. 59.00' I .. --I '"62.00 .. 65.00' 61.00' 63.00' 64.00

53.00' 58.00' 59.00' 60.00'
I 8
11 56'-o"
~ (NOT SHOWN)\ I 16'-o" I ;c I'-,<' O"
Z
w + N r -----------I ,.. O"
..

66.00' 68.00'

61.00' 62.00'
16'-o" 16'-o"

70.00'

63.00'
1s'-o"

71.00' I TOP OF FOOTING ELEV

64.00' I BOTTOM OF OVEREXCAVATION ELEV
~=l!-----" Cone RETAINING WALLe:,
TYPE 5 (CASE 1)
.--CHAIN LINK RAILING
LO I ------ ..., -f-' -------• •----• ~w I " ---- . ' - - - - I w I I 7 --- ----• 0 t I t' ' ------•-•
>-« C/l , I cc 11 ------------ u ' -' " -----• -
<C w w I " " oc ----------------------
--= _ _ ,-t I I I I \_ -'-._--
-' w ' ----" " -------- .. ----,[i_------------II ------- v, ------1 I ---..J" -----
<(
I
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- - - - -... - - - - - - - - - - - --==---'- u " " ----FG BE f-, • , , , , , _ a _ HIND WALL C/l I ' r I • _\_ _____ _ _, c,o, s"o"") rno"o me. ,,. / ----
I
I
~ "'""rn """ e / 00 ,rn ,o w.c,
BOTTOM OF OVEREXCAVATION**
DATUM ELEV = 40.00' 3+00 4+00

MIRRORED DEVELOPED ELEVATION
I
O
-11--------0 -~-?,,=--+~==---------SCALE: 1~:::R-/✓ ~
l
------------. "''''--"'""" -----~ --------=:::WATER LIN --- -~----=::::::::==-----------==-~ \ :::.-=- -_ ---~~ ,)/, ) BC-R~
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------
.....

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+ LO
.....
v
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1 L L I L I I
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T b' T T T --t~----T T TT T T J T T
-TI
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0 --0 --0 --0 --0 -□

VERIZON TELECOM LINE
I
\J R\J R\J R\J R\J--R\J R\J R\J R\J-----R\J
KM 10" HIGH PRESSURE ,
- - - - - -S/1EEl PEil<.OLEUM_LINE - -/i'' ACP-RECYClala:D WAT!a:R LINE,,},,...:__ ~&T TELECOM _L:1NE -,-0 --□ --cv--□ --□ --□ --□ --□ --□ --□-~
T
----= C:
~
T T,
-.:::;,..

T
4 :-------s e---: _/ / If'--,,'---R\J7;),<-----R\J , ~ ¢;; R\J---r------R\J------R\J / /

TELECOM LINE
T T T
~~=::,
R ~ R\J-----R\J----,LRIJ&
I
---+--------~.L-----------,____ -----/\ V _) -----SPECTRU \J \J \J \J J \J ~ \J \J \J \J \J --+---\ii v17 k---LI Ii/ I c•wo .,. "'' wArrs -'" ~ EL CAM IN O REAL ].c Ll
L ~ S
c=---__
\J----//\J---:~,-crL~= \J----7-1,1 \J
4T5
N63" 28' 02.13"W
471.845'
l" CAM"O SCA'"\ ef-" !
414
\
PLAN
~
\
:1 ___ ---1
. \:
1\_, 4i3~/ \
T-

SIDEWALK

GEOCOMPOSITE
DRAIN
1% Min SLOPE
*
2'-n"
l: , : : ,! I [---i-J FG=OG
;o :; :; :; 7 I I -
~---
4'-0"
Min

TYPICAL CROSS SECTION

NOT TO SCALE
• LIMITS OF CLASS 1 FINISH, MOJAVE BEIGE COLORED
CONCRETE STAINING, AND ANTI-GRAFFITI COATING.
•• SEE ELEVATION VIEW FOR BOTTOM OF OVEREXCAVATION
ELEVATIONS.

W2d

DENOTES LIMITS OF OVEREXCAVATION AND ADDITIONAL
STRUCTURE BACKFILL.
o· s· 10· 20'
~ I
SCALE: 1 •= /0'

HAS BUIL TH
P.E. __ _ EXP. ___ _ DATE
REVIEl.'ED BY,

INSPECTOR DATE
SCALE: 1''=10'

CURVE DATA
fSHml CITY OF CARLSBAD I SHEETS I l----+----+--------------+----1--1---+---I ~ TRANSPORTATION DEPARTMENT 43 @
R = 3499.87'
L = 668.75'
T = 335.40'
li = 01•55'53"
®
R = 3563.87'
L = 102.06'
T = 51.02'
li = 01 '38'27"
CALL 2 FULL WORKING DAYS

BEFORE YOU DIG
H50 FRAZEE R:JAD
SUITC 10,J
"IMUONJ/iii/}/iJ/i/j_,;JMN)@j,1/%J;J!!NJiiNiJl//fJ/j_@Mmiiiml/J/j_@)/)N)i/j)/)iffi]'J_/j_Om/iN/N//;JfJ_/j_Oii/}/N@/i}MWJJiJlm ENl::JINEERING
SAN _)JJsGO, CA 92188 (85li) 514-!i~77
cQfESS/
~
-.•

HARLES TORNACI
C66058
6/30/24
,,.
*

DA TE I INITIAL

ENGINEER OF WORK REVISION DESCRIPTION

DATE I INITIAL
DlHER APPROVAL

DATE I INITIAL

CITY APPROVAL
RETAINING WAIL No. 413 PLANS FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVrf..i,,.._ Af,14-HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE
DWN BY: MD 11 PROJECT NO.

CHKD BY:~
RVWD BY: _MI 6094 I
DRAV¥1NG NO.

DWG 529-1
.

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
811
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
:r:
z
(:)
vi w
0 LOL"l
FG
I 12"
71 2"
Cir

FOR BATTER,

SEE TABLE
ADDITIONAL@ BARS,
SEE NOTE 2
(Q) BARS ------._
~ FOOTING~
#5 @ 18 1 I
,.
0 2"
Cir
~#4@ 16

11.::.:i I @BARS
•
• #5 @ 16
•
•
~6"
*
' Ol
I
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I
c'.; I 'r,,
-/4!,,~-----' /
-- t ~~----
•
.
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#5 @ 18
w

SECTION

OPTIONAL KEY

CONFIGURATION
A-A

NOT TO SCALE
Const Jt
* LIMITS OF CLASS 1 FINISH, MOJAVE BEIGE COLORED
CONCRETE STAINING, AND ANTI-GRAFFITI COATING.

TABLE OF REINFORCING STEEL,

DIMENSIONS AND DATA
DESIGN H 14' 16'
w 11'-6" 12'-6"
BATTER 100:4 100: 4
aJBARS 117@ 9 117@ 6
IQ)BARS 1110 @ 10 1110 @ 7
Ser: B', q' o 7.8, 3.2 8.6, 3.4
Str: B', q o 7.5, 4.3 8.2, 4.7
Ext I: B', a o 4.2, 6.0 4.6, 6.4
FG=OG
H=16'
H=14'
~ ' -::.---
-
~
BARS
12"
I
10"1
12" '
11 o"
I

ELEVATION
DIC }ll ;-RT
~-~Q_()_~~-1-7~
-ENl::JINEERING
H50 FRAZEE R:JAD
SUITC 10,J
CALL 2 FULL WORKING DAYS
SAN _)JJsGO, CA 92188 (05[i) ;)[4-[i~77

BEFORE YOU DIG

APPROPRIATE DETAILS AT TOP

OF WALL ARE SHOWN ON
s
:r:
z
(:)
1/)
w
0 PLACE WATERSTOP

AS SHOWN WHEN

REQUIRED

FOR DRAINAGE NOTES AND
~ OTHER DETAILS, SEE
d

DESIGN SECTION

NOT TO SCALE
~OfESS/~
ffe"" Ch,,.!,. "G..,;~~
" ✓ j CHARLES TORNACI ~
No. C66058
ii Exp. 6 /30 /24 JI,
u'~ CIVIL ~/4 DATE INITIAL
'l'

CHAIN LINK RAILING
'
C 01 C
~I~ _I ~
~
t
4'-0" Min
FG=OG
OF c~c11 ENGINEER OF WORK REVISION DESCRIPTION
DESIGN CONDITIONS:

Design H may be exceeded by 6" before going to the next size.

Special footing design is required where foundation material is incapable of supporting bearing stress listed in the table.

Design H is typically the top of footing to FG.

DESIGN NOTES:

DESIGN:

LS:

DC:

SEISMIC:

AASHTO LRFD Bridge Design Specifications,
4th Edition with California Amendments
Varied surcharge on level ground surface
Stem Architectural Treatment of thickness up to
6" of concrete (75 psf) considered
kh = 0.2
kv = 0.0
SOIL: A = 34A
t. = 120 pcf

REINFORCED
CONCRETE: f'c = 3,600 psi
fy = 60,000 psi
LOAD COMBINATIONS AND LIMIT STATES:

Service I Q = 1.00DC+1.00EV+1.00EH+1.00LS
Strength I Q = aDC+~EV+rJEH+1.50LS
Extreme I Q = 1.00DC+1.00EV+1.00EH+1.00EQD+1.00EQE
Where:

Q:
a.
l'l
ri DC:

EH:

EV:

LS:

EQE:

Force Effects

1.25 or 0.90, Whichever Controls Design

1.35 or 1.00, Whichever Controls Design

1.50 or 0.90, Whichever Controls Design
Dead Load of Structure Components
Horizontal Earth Fill Pressure
Vertical Earth Pressure from Earth Fill Weight
Live Load Surcharge
Seismic Earth Pressure
EQD: Soil and Structural and Nonstructural Components Inertia NOTES:

1. At@ bars:

H > 6', no splices are allowed within H/4
above the top of footing.

2. Provide #6 @ 8" a bars in addition to tabulated
a bars over a distance of 8' -0" measured from all
expansion joints, begin wall and end wall locations.

P.E.

HAS
EXP.

REVIEl.'ED BY,

INSPECTOR

BUIL TH
~ 9 CITY OF CARLSBAD

TRANSPORTATION DEPARTMENT
RETAINING WALL DETAIIB FOR:

EL CAMINO REAL
DATE
DATE
rn 3

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVED: HOSSEIN AJIDEH
H-,,;.,. Af/4
ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE
DWN BY: MP
I
I DRAV¥1NG NO. PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: CT 6094 DlHER APPROVAL CITY APPROVAL RVWD BY: MI DWG 529-1
DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024

CITY OF OCCANSIDC
Al
HIGHWAYi.

PACIFIC
OCEAN

CITY OF VISTA
f t<PJ•D I< "i
() C-1¾,~ ~
~ -
..-\ ~
~""~ '
,<j+-4;0

CITY OF CNCINITAS
m ~~;'INITY
o~Q
'/-~/TY OF

SAN /,/ARCOS
HAP

EL CAMINO REAL ROADWAY IMPROVEMENT PLANS
(FROM SUNNY CREEK TO JACKSPAR DRIVE)

SHEET INDEX
SHEET# DESCRIPTION ALIAS#
50---
51-55 -
54-56-
51---
58---
5"1-41
42-45-
TITLE SHEET------------L-1
IRRIGATION FLANS---------L-2 -L-4
IRRIGATION LEGEND, NOTES 4 DETAILS -L-5 -L-1
V'lATER USE MAP----------L-8
HYDROZONE DIAGRAM 4 C.ALC.S----L-"f
PLANTING FLANS----------L-10 -L-12
PLANTING LEGEND, NOTES II DETAILS--L-15 II L-14
~----...I ~ ----------------~ -
----------------"'-----------_ /, '-;)Ir\ --~-/~¼ -
1111111!11---~~::::========~~~~~ T , "-T _ _ T ; _r _ _ _ ~___::c_),_'_ '-...♦\_____ __ T -----------------------~~ -::-i_ RI/ #I.II RI/ RI/ T =-------
-, -, R\/ +
~, .,,_ 11 ~-' 40J •
-7
_J 508 40r"t.--1JD.
~II ' RV T
T' , ~o o L-~ -------~------w T -_,
r
()--\-"' R'J R'J ..-R'J__. _-fl)//
~
¼
\) "' J £1
Lee
~, ~-
'-=.--11
-"
-"
-"
) 7
0 ----~-----=---:= := =---~-==-= . ~ :-:----;.--cc--cc----cc cc--· ~---~---___ •• --c..-e-c-·~. ------- ---c---. . . . ----------- / -~ ----~~ ---------------~
EL GAMINO REAL ..
--'406 .1_0.9rm._
403L -
-•04
_-· --,ijo2
• ►
►,
-=.-w-~---~---_·· .·-. ·, 01-!E_Jro--_· __ t-_-----=. --==,----- 3-i=-• • • • • . ·_. >-,-~ --.... -. . . . . ------~----_ ((~-~ -~-- --~ • • --....-. " ~ ~~
_J-+-----L
Lil ----,--,. ~,.__~~~en...,......,~.____,. -,-...,..._--c-----a-........ ----. .......... ~ ~----.-,. ~-....,..._.,.....,..... ~ ,.....,......_ ---- ,!ll
------5HT. # L-2 4 L-10
INSPECTION PROCEDURES:

INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE I/IIORK, OR HIS DESlcS,NATED A.s,ENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SU6MITTALS.

FOLLOl'IIINcS, COMPLETION OF THE I/IIORK, THE LANDSCAPE ARCHITECT OF THE I/IIORK l'IIILL CERTIFY THAT THE INSTALLATION HAS BEEN COMF'LETED BY SUBMITTING, THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING, THE INSPECTION REQUEST LINE.
"FINAL LANDSCAPE CERTIFICATION FORM' EMAIL TO , BPoDl,l(S,MOREDESl6NSTUDIO.C,OM LANDSCAPE INSPEc.TION REGUEST PHONE LINE, '160-602-460:2

OMISSIONS STATEMENT
A. THERE IS NO l'IIATER l'IIELLS ON SITE

6. THERE ARE NO POTABLE FEEDS TO 6UILDINcS,S, NO THRESHOLD VALVES, NO POTABLE l'IIATER MAIN OR LATERALS.

C,. THERE ARE NO OUTDOOR EATING, AREAS OR DRINKING,
FOUNTAINS IN THE SCOPE OF THESE PLANS.
~ATER EFFICIENT LANDSCAPE DECLARATION:

I AM FAMILIAR l'IIITH THE REQUIREMENTS FOR LANDSCAPE AND IRRlcS,ATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL 4 l'IIATER EFFICIENT LANDSCAPE REcS,ULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE l'IIITH THOSE REcS,ULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REOOLATIONS TO PROVIDE EFFICIENT USE OF l'IIATER. 6Y, ANTHONY LAV'l50N
PREf'ARER
PHONE NO, (160) 12'1-e691
DATE, 4-1'1-2029
RE615TRATION NO, 294e EXPIRATION DATE,_,9,_-6"'1"-'-2=5'----------

DECLARATION OF RESPONSIBLE CHARGE
I HEREBY Df:C.LARE THAT I AM THE LAND5c.APE ARc.HITEC.T OF ~RK FOR THIS PROJECT, THAT I HAYE EXERc.lSED RESPONSIBLE C.HAFl.6E OVER THE DE515N OF THIS PROJEC.T AS DEFINED IN SEC.TION 6109 OF SUSINESS AND PROFESSIONS C.ODE AND THAT THE Df:515N 15 C.ON515TENT l'IITH CURRENT STANDARDS.

I UNDERSTAND THAT THE C.HEC.K OF PROJEC.T DRAl'IIIN55 AND SPECIFIC.ATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEcS,O COUNTY Df:PARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEl'II ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF l'IIORK, OF MY RESPONSIBILITIES FOR PROJECT DESlcS,N, THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL C.ONFORMANC.E l'IITH THE APPROVED LANDSCAPE CONCEPT PLAN, l'IIATER CONSERVATION PLAN, FIRE SUPPRESSION PLAN, AND

ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING,,
AOL PLANNIN6 ASSOC/A TES INC.
2'17'1 STATE STREET, $/TE e,
CAl'<L.5BAO, CA '12008
AODRl:55
(760) 72'1-8697
PHONE
ANTHONY D. LAfflON
LANDSCAPE ARe,HITEC.T
2948
LIC.ENSE NO.
5~-
4-1'1-2022
DATE
REVISIONS MUST BE APPROVED BY PUBLIC, HEAL TH EN.s,INEER, PLANNING, DIRECTOR $ DISTRICT ENcS,INEER PRIOR TO IMPLEMENTATION IN FIELD.

Din ·--

UNDERGROUND
FRT
~ HA.
:'\\
--

DIAL TOLL FREE
lttrr. 1-800-422-4133
ADL

PLANNING -----,
ASSOCIATES ■■El!!!

LAND PLANNING
DATE:

JOB NO:

SCALE:

LANDSCAPE ARCHITECTURE DRAWN BY:

NO SCALE
SERVICE ALERT ~

OF SOUTHERN

CALIFORNIA -

AT LEAST TWO DAYS

BEFORE YOU DIG ---------------
"CAUTION": Remember that the USA Center notlies ~ 1hose utilties belonAirg to the center. There could be other utliies present at the work sle. The center Ml i1fOITn you of whom 1hey wil notify. 2979 STATE STREET SUITE "C"
CARLSBAD, CA. 92008 (760)729-8637 FAX:~60)729-SJH
---------------
SHT. # L-S 4 L-11
BACKFLO~ PREVENTER TESTING
ALL IRRIGATION BACK FLOV'l FREVENTERS SHALL BE TESTED BY A

CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND J/IIATER DISTRIC.T. GALL (160)458-2122 TO OBTAIN APPROVED C.ONTRAC.T BAC.KFLOJ/11 TESTERS. FIFE BETJIIIEEN THE METER AND THE BAC.KFLOJ/11 PREVENTER SHALL BE "SC.HEDULE K HARD GOFFER." PRIOR TO BEGINNING ~RK NOTE:

DUE TO RELOC.ATION OF UTILITIES AFTER FLAN APPROVAL,
C.ONTRAC.TOR SHALL C.ONTAC.T THE LANDSC.AFE ARC.HITEC.T PRIOR TO BEGINNING LANDSC.AFE 1-'lORK SO THAT THE LANDSC.AFE ARC.HITEC.T GAN REVIEJ/11 THE FROJEC.T UTILITY LOCATIONS AND REVISE FLANS AC.C.ORDINGL Y TO FULLY SC.REEN ALL UTILITIES FROM VIEJ/11.

MAINTENANCE RESPONSIBILITY NOTE:

CITY OF CARLSBAD IS TO BE RESPONSIBLE FOR MAINTAINING ALL LANDSC.AFE J/IIITHIN THE PROJECT SITE.
1>-I-IDSC
,p
1--()
<JJ -~=--:r: -,
'7
4lJF~
DA lE I INITIAL

ENGINEER OF WORK REVISION DESCRIPTION
------5HT. # L-4 4 L-12 '' ,,

DATE I INITIAL

OTHER APPROVAL

COUNTY OF SAN DIEGO

DEPARTMENT OF ENVIRONMENTAL HEAL TH

LAND AND WATER QUALITY DIVISION

ENVIRONMENTAL HEALTH

SPECIALIST
DATE

CARLSBAD MUNICIPAL WATER DISTRICT
DATE
DISlRICT ENGINEER
"AS BUILT"
P.E. EXP. DATE
L=I
I REVIE'w'ED BY•

DATE I INITIAL

CITY APPROVAL

INSPECTOR DATE
~ CITY OF CARLSBAD ~ 0 PLANNING DIVISION 3
LANDSCAPE IMPROVEMENT PLANS FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVE~~ 11.µJd HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DA1E
DWN BY: ---1 PROJECT NO. II DRAWING NO.

CHKD BY: ---6094 DWG 529-1
RVWD BY:=== L ________ _
S: \PR0JECTS\22112 ECR-Jackspor\4.0 CDs\22024 ECR Jocksp□r -Title.dwg Tuesday, Apr. 18 2023 1:30pm colton Cl)
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CIVIL PLANS
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TEMPORARY IRRl<S,ATION NOTES,
I. ALL IRRIGATION OUTSIDE OF THE RIGHT OF V'-!AY V'-!ITHIN T.C..E. 15 TO BE TEMPORARY SHALL BE INSTALLED ON-<5,RADE UTILIZING, "BROV'-!NLINE" UV PVC., SC.HEDULE 40.

2. SEC.URE ALL ON-<5,RADE PIPE V'-!ITH TIE-DOV'-!N PINS AT A MINIMUM OF 8' SPAC.IN<S, AND AT ALL AN6LE POINTS.

9. ALL IRRl<S,ATION OUTSIDE OF THE Rl<S,HT OF V'-!AY 15 TO BE REMOVED BY C.ONTRAC.TOR V'-!HEN PLANTING, HAS BEEN DEEMED ESTABLISHED AND NO LON<S,ER NEEDING, IRRl<S,ATED BY A C.ITY REPRESENTATIVE 12 MONTHS AFTER ESTABLISHMENT.

NOTES,
I. PLANS ARE DIA5RAl-!MATIC AND APPROXIMATE. ALL PIPIN5, VALVE BOXES, BACKFLOl"l PREVENTERS, ETC., SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRl5ATION EGlJIPMENT SHALL BE LOCATED IN, OR lJNDER THE HARDSCAPE lJNLESS l"llTHIN A SLEEVE. 5ROlJP VALVE BOXES AND LOCATE IN 5HRI.J6 AREAS V'lHENEVER POSSIBLE.

REMOTE C.ONTROL VAL VE C.ALLOUT

2. ALL END-RUNS SHALL BE 5/4" PVC SCH 40 PIPE lJNLESS STATED OTHERl"ll5E.

5. CONTRACTOR TO COORDINATE PRECISE IRRl5ATION CONTROLLER LOCATION l"llTH LANDSCAPE ARCHITECT, CITY EN51NEER OR HIS REPRESENTATIVE.

4. CONTRACTOR TO VERIFY DEPTH 4 LOCATION OF EXISTING, l"lATER, SEl"lER 4 ANY OTHER lJTILITY LINES THAT MAY BE ON SITE PRIOR TO TRENCHING, OR INSTALLING, IRRl5ATION.

STATION
NUMBER

VALVE SIZE
-x-x
X"XX
' ,
I
--:--1 r---_,,, --.... ~ ~-... -~ ~-~ ---------------•
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KEY MAP
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II AS BUILT"
P.E. ___ EXP. ____ DATE
L=2
REV!Ev/ED BY,
INSPECTOR DATE 5. CONTRACTOR TO OBTAIN FIELD VERIFICATION FROM PROJECT EN51NEER. FOR VALVE BOXES LOCATION.

E>. CONTRACTOR TO OBTAIN FIELD VERIFICATION FROM PROJECT EN51NEER, OF ALL TREE LOCATIONS, PRIOR TO INSTALLATION OF BlJBBLERS

1. ALL IRRl5ATION VALVES "A" ARE TO BE CONNECTED TO IRRl5ATION CONTROLLER "A"
VALVE
DISC.HARGE (<S,PM)
·~:..,_:;..:,,:.,::;.\.;,;.;;..
mu I CITY OF CARLSBAD [m PLANNING DIVISION 3

8. ANTI-DRAIN VALVES SHALL BE INSTALLED AS REGlJIRED TO PREVENT ALL LOl"l HEAD DRAINME.

SEE SHEETS L-2 -L-4 FOR IRRl<S,ATION PLANS
SEE SHEET L-5 FOR IRRIGATION LEGENDS ¢ NOTES
SEE SHEET L-6 ¢ L-1 FOR IRRl<S,ATION DETAILS
S:\PROJECTS\22112 ECR-Jackspar\4.0 CDs\22024 ECR Jackspar -lrrigation.dwg Tuesday, Apr. 18 2023 3:13pm colton DI

UNDERGROUND

SERVICE ALERT
a= SOUTHERN

CALIFORNIA
RT
rn

DIAL TOLL FREE
1-800-422-4133
AT LEAST lWO DAYS

BEFORE YOU DIG
"CAUTION": Remambar1hat the USA Center oollies onty lh089 ullilias belaigirg ID the oonler. Them oould be alher utilties i:rasent attheworlcsilB. The center'MI inform you ofVrtlom lhaywll rdify.

ADL
PLANNING --~
ASSOCIATES--~

LAND PLANNING
DATE:

JOB NO:

SCALE:

LANDSCAPE ARCHITECTURE DRAWN BY:
2979 STATE STREET SUITE "C., ----------------
C A R L S B A D, C A. 9 2 0 0 8 (7 6 0) 7 2 9 - 8 6 3 7 FAX: {7 6 a) 7 2 9 - 8 3 2 4 !Og,ffluro
3/31/_25

DATE I INITIAL

ENGINEER OF WORK REVISION DESCRIPTION
LANDSCAPE IMPROVEMENT PLANS FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVff~ Af-14 HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE

DA TE I INITIAL DATE I INITIAL
OTllER APPROVAL CITY APPROVAL
DWN BY:

I
PROJECT NO. I DRAWING NO. CHKD BY: 6094 RVWD BY: DWG 529-1 Cl)
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DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
CONTROLLER "A" (48 STATIONS) CALSENSE CS9 SERIES VII/ CALSENSE BB-I RAIN BUCKET. LOCATE IN PLANTER AREA IN A STAINLESS STEAL ENCLOSURECOORDINATE Y'IITH i:s.ENERAL CONTRACTOR FOR I.20V

ELECTRIC AND COMMUNICATION SERVICE
R.O.1'1. I
POINT OF CONNECTION "A",
NEY'! POTABLE Y'IATER METER LOCATION:

ELEVATION AT Y'IATER METER, +/-85.5'
METER SIZE: I 1/.2"
STREET STATION NUMBER, 408+I0.0
REQUIRED STATIC Y'IATER PRESSURE, +/-c:;5 PSI
-.2" BACK FLOY'! PREVENTOR
-.2" PREASURE RE6ULATOR
-.2" MASTER VALVE
-I 1/.2" FLOY'! METER Y'IITH SHUT OFF DEVICE
-MAX GPM DEMAND, .2'1 GPM
-CARLSBAD MUNICIPAL Y'IATER DISTRICT
(160) 49B-.21.2.2
TC,E
1/4"
POINT OF C.ONNEC.TION "A" NOTES:

I. C.ONFIRM PREC.ISE LOC.ATION OF IRRIG>ATION METER l'IITH C.IVIL IMPROVEMENT PLANS.

2. LANDSC.APE C.ONTRAC.TOR TO C,OORDINATE l'IITH THE PROJEC.T ENG>INEER AND G>ENERAL C.ONTRAC.TOR FOR THE INSTALLATION OF IRRIG>ATION l'IATER

METER BY
C.MY'ID (160) 49e-2122.

9. C.ONTRAC.TOR TO INSTALL DOl'INSTREAM OF METER
-2" BAC.KFLOl'I PREVENTOR
-2" PRESSURE REG>ULATOR, C.ONTRAC-TOR TO SET TO "15 PSI -2" MASTER VALVE
- I 1/2" FLOl'I METER l'IITH SHUT OFF DEVIC.E
-AVAILABLE PSI, 100 (C.ONTRAC-TOR TO VERIFY AVAILABLE PSI) ,r---;--r --~---9/4" I
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-=----1 A-'o -~'"'--.l.:-.:"\ -\\ l\+.~;iµ~-RII \" '=' R•~~__.'1.,;___ / ,_\ LOCATE MAINLINE ____ 1,1::_'!,'.,.=-~ABANDONED RECYCLED "-0 __ __ --1..'.i~~ J__, \" B p..-C., ;:,..-\0 A '.2 11 ________ 4"---\1 IN PLANTER Y'IHERE =~~~~==Y'IATER MAIN , I :::::..z-:t: I- --,-----r~-RII \" 1 \" 1 \" ----"-\I POSSIBLE. ,-(PERCIVILPLANS.) <> --~-:-.. (~fili--t /' R\I _.c.-------.. ..., 1 , 1 " '~:;--&=:± ----.. _--J;'P,o=; -" 1 4 0 6 L, < x ;t:::
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TEMPORARY IRRli:s.ATION NOTES,
I. ALL IRRl6ATION OUTSIDE OF THE Rli:s.HT OF Y'IAY Y'IITHIN T.C.E. IS TO BE TEMPORARY SHALL BE INSTALLED ON-6RADE UTILIZIN6 "BROY'INLINE" UV PVC, SCHEDULE 40.

2. SECURE ALL ON-6RADE PIPE Y'IITH TIE-DOY'IN PINS AT A MINIMUM OF 8' SPACIN6 AND AT ALL ANGLE POINTS.

9. ALL IRRl6ATION OUTSIDE OF THE Rli:s.HT OF Y'IAY IS TO BE REMOVED BY CONTRACTOR Y'IHEN PLANTIN6 HAS BEEN DEEMED ESTABLISHED AND NO LON6ER NEEDING IRRIGATED BY A CITY REPRESENTATIVE 1.2 MONTHS AFTER ESTABLISHMENT.

NOTES:

I. PLANS ARE DIAG>RAMMATIC. AND APPROXIMATE. ALL FIFING>, VALVE BOXES, BAC.KFLOl'I PREVENTERS, ETC.., SHALL BE LOC.A TED IN LANDSC.APE AREAS. NO IRRIGATION EGUIPMENT SHALL 6E LOC.ATED IN, OR UNDER THE HARDSC.APE UNLESS l'IITHIN A SLEEVE. G>ROUP VALVE BOXES AND LOC.ATE IN 5HRU6 AREAS l'IHENEVER POSSIBLE.

REMOTE CONTROL VAL VE CALLOUT

2. ALL END-RUNS SHALL BE 9/4" PVC. SC.H 40 FIFE UNLESS STATED OTHERl'IISE.

9. C.ONTRAC-TOR TO C,OORDINATE PREC.ISE IRRl6ATION C.ONTROLLER LOC.ATION l'IITH LANDSC.APE ARC-HITEC.T, C.ITY ENG>INEER OR HIS REPRESENTATIVE.

4. C.ONTRAC-TOR TO VERIFY DEPTH 4 LOC.ATION OF EXISTING> l'IATER, SEl'IER 4 ANY OTHER UTILITY LINES THAT MAY BE ON SITE PRIOR TO TRENC.HING> OR INSTALLING> IRRl6ATION.

5. C.ONTRAC-TOR TO OBTAIN FIELD VERIFIC.ATION FROM PROJEC.T ENG>INEER FOR VALVE BOXES LOC.ATION.

6. C.ONTRAC-TOR TO OBTAIN FIELD VERIFIC.ATION FROM PROJEC.T ENG>INEER, OF ALL TREE LOC.ATIONS, PRIOR TO INSTALLATION OF BU66LER5

1. ALL IRRl6ATION VALVES "A" ARE TO BE C.ONNEC.TED TO IRRl6ATION C.ONTROLLER "A"
e,, ANTI-DRAIN VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT ALL LOl'I HEAD DRAINAG>E.

STATION
NUMBER

VALVE SIZE
VALVE
DISCHAR6E (6PM)
·x-x
X"XX
' ,
I
o' 10' 20' 40'
II AS BUILT"
P.E. ___ EXP. ___ _

KEY MAP
L=3
REV!Ev/ED BY,
..,,_ INSPECTOR
~ CITY OF CARLSBAD 2 PLANNING DIVISION
LANDSCAPE IMPROVEMENT PLANS FOR:

EL CAMINO REAL
DATE
DATE
[m 3
DI RT

ADL ROADWAY IMPROVEMENTS
SEE SHEETS L-.2 -L-4 FOR IRRli5,ATION PLANS
SEE SHEET L-5 FOR IRRl6ATION LE6ENDS ¢ NOTES
SEE SHEET L-6 ¢ L-1 FOR IRRIGATION DETAILS
S: \PROJECTS\22112 ECR-Jackspar\4.0 CDs \22024 ECR Jackspar -lrrigation.dwg Tuesday, Apr. 18 2023 1: 37pm col ton

UNDERGROUND

SERVICE ALERT
a= SOUTHERN

CALIFORNIA
rn

DIAL TOLL FREE
1-800-422-4133
AT LEAST lWO DAYS

PLANNING --~
ASSOCIATES--~

LAND PLANNING
DATE:

JOB NO:

SCALE:

LANDSCAPE ARCHITECTURE DRAWN BY:
2979 STATE STREET SUITE "C., ----------------
C A R L S B A D, C A. 9 2 0 0 8 (7 6 0) 7 2 9 - 8 6 3 7 FAX:{76o)729-8324 ----------------
!Og,ffluro
3/31/_25

DATE I INITIAL

ENGINEER OF WORK
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVE~ A t/. ........ .µ. HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE

REVISION DESCRIPTION

DA TE I INITIAL DATE I INITIAL
OTllER APPROVAL CITY APPROVAL
DWN BY:

C':

I
I
I
I
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--\.! I \./ ----\./ ----\./ __ ____,,,,_:___ \./ s \./ ----\./ ----\./ --AND Y'IALLS TO BE IN SLEEVES ---\./ ----\./ ----\./ ----\./ \./ 6 I 1:r-1 ✓-ri ~ • I /:r, 'o _ -fl]~□ □-□ -□ -o-EL C,AJv!INO REAL-□ -0 ~□ -□-□ -0 -□ -□ -rfl.lo -a_ I -ot___□T□-□-□-□-□-o-□ □ □ vJ'+ ~ ri.l Sv+ □-o □-o a_ ,y 0" o.v+ ,--v-0-□ 'o'+ =
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TEMPORARY IRRIGATION NOTES:
•--1
I. ALL IRRIGATION OUTSIDE OF THE RIGHT OF Y'IAY Y'IITHIN T.C..E. IS TO BE TEMPORARY SHALL BE INSTALLED ON-GRADE UTILIZING "BROY'INLINE" UV PVC., SC.HEDULE 40.

2. SEC.URE ALL ON-GRADE PIPE Y'IITH TIE-DOY'IN PINS AT A MINIMUM OF 8' SPAC.ING AND AT ALL ANGLE POINTS.

3. ALL IRRIGATION OUTSIDE OF THE RIGHT OF Y'IAY IS TO BE REMOVED BY C.ONTRAC.TOR Y'IHEN PLANTING HAS BEEN DEEMED ESTABLISHED AND NO LONGER NEEDING IRRIGATED BY A C.ITY REPRESENTATIVE 12 MONTHS AFTER ESTABLISHMENT.

NOTES,
I. PL.ANS ARE DIA6RAMMATIC. AND APPROXIMATE. AL.L. PIPING-, VAL.VE 60XES, BAC.KFL.OJfll PREVENTERS, ETC.., 5HAL.L. BE L.OC.ATED IN L.ANDSC.APE AREAS. NO IRRl<SATION EQUIPMENT SHAL.L. BE L.OC.ATED IN, OR UNDER THE HARDSC.APE UNL.ESS JflllTHIN A SL.EEVE. <SROUP VAL.VE 60XES AND L.OC.ATE IN SHRUB AREAS l'IIHENEVER POSSIBL.E.

REMOTE C.ONTROL VAL VE C.ALLOUT
::2. AL.L. END-RUNS 5HAL.L. BE B/4" PVC. SC.H 40 PIPE UNL.ESS STATED OTHERJIIIISE.

B. C.ONTRAC.TOR TO COORDINATE PRECISE IRRl<SATION C.ONTROL.LER L.OC.ATION l'IIITH L.ANDSC.APE ARCHITECT, C.ITY EN<SINEER OR HIS REPRESENTATIVE.

4. C.ONTRAC.TOR TO VERIFY DEPTH 4 L.OC.ATION OF EXISTIN<S l'IIATER, SEl"IER 4 ANY OTHER UTIL.ITY L.INES THAT MAY 6E ON SITE PRIOR TO TRENC.HIN<S OR INSTAL.L.IN6 IRRl<SATION.

5. C.ONTRAC.TOR TO OBTAIN FIELD VERIFICATION FROM PROJECT EN<SINEER. FOR VAL.VE 60XES L.OC.ATION.
f>. C.ONTRAC.TOR TO OBTAIN FIEL.D VERIFICATION FROM PROJECT EN<SINEER, OF AL.L. TREE L.OC.ATIONS , PRIOR TO INSTAL.L.ATION OF BU66L.ERS

1. AL.L. IRRl<SATION VAL.YES "A" ARE TO BE C.ONNEC.TED TO IRRl<SATION C.ONTROLL.ER "A"

8. ANTI-DRAIN VAL.YES SHAL.L. BE INSTAL.L.ED AS REQUIRED TO PREVENT AL.L.

LOl'II HEAD DRAINA<SE.

SEE SHEETS L-2 -L-4 FOR IRRIGATION PLANS
SEE SHEET L-5 FOR IRRIGATION LEGENDS ¢ NOTES
SEE SHEET L-6 ¢ L-1 FOR IRRIGATION DETAILS
S: \PROJECTS\22112 ECR-Jackspar\4.0 CDs \22024 ECR Jackspar -lrrigation.dwg Tuesday, Apr. 18 2023 1: 54pm col ton

STATION
NUMBER

VALVE SIZE
VALVE
DISC.HARGE (GPM)
DI

UNDERGROUND

SERVICE ALERT
a= SOUTHERN

CALIFORNIA
-x-x
X"XX
' ,
I
RT
rn

DIAL TOLL FREE
1-800-422-4133
AT LEAST lWO DAYS

ADL
PLANNING --~
ASSOCIATES--~

LAND PLANNING
DATE:

JOB NO:

SCALE:

LANDSCAPE ARCHITECTURE DRAWN BY:

KEY MAP
2979 STATE STREET SUITE "C., ----------------
C A R L S B A D, C A. 9 2 0 0 8 (7 6 0) 7 2 9 - 8 6 3 7 FAX:{76o)729-8324 ----------------
!Og,ffluro
3/31/_25

DATE I INITIAL

ENGINEER OF WORK
, Di -__ ,
I

REVISION DESCRIPTION

DA TE I INITIAL
OTllER APPROVAL
o' 10' 20' 40'
II AS BUILT"
P.E. ___ EXP. ___ _ DATE
L=4
REV!Ev/ED BYr

INSPECTOR DATE
~ CITY OF CARLSBAD [m 3 PLANNING DIVISION 3
LANDSCAPE IMPROVEMENT PLANS FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVED:

H~AµM-

HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE

DATE I INITIAL

CITY APPROVAL
DWN BY:

I
PROJECT NO. I DRAWING NO.

CHKD BY: 6094 RVWD BY: DWG 529-1
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DocuSign Envelope ID: 21B7517F-7A1E-4420-822A-52828EDF4282 2/16/2024
IRRIGATION EQUIPMENT LEGEND:

SYMBOL EQUIPMENT MANUFACTURER / NOTES DETAILS MODEL #
~ IRRIGATION v-lATER METER --SIZE VARIES PER PLAN --
~ BAGKFLOY-l PREVENTER ASSEMBLY FEBGO / SIZE PER PLAN DETAIL B, 825XL REDUC-ED PRESSURE SHEET L-6
0 PRESSURE REDUCING VALVE v-llLKINS / 500 XL DETAIL G, --SHEET L-6 §] FLOY-l SENSOR GALSENSE / FM SIZE PER PLAN DETAIL E,
SHEET L-6
$-MASTER CONTROL VALVE v-lEA THERMA TIC, / 8200GR DETAIL D, --SHEET L-6 M BALL VALVE (LINE SIZE) v-llLKINS / 850 XL --DETAIL F, SHEET L-6
@ QUICK COUPLER VALVE NELSON I 111644 -I" INSTALLED IN 6" ROUND VALVE BOX DETAIL H, SHEET L-6
~ REMOTE CONTROL VAL VE v-lEATHERMATIG / 8200GR SIZE PER PLANS DETAIL G, SHEET L-6
@ DRIP REMOTE CONTROL VALVE HUNTER / IGZ-XXX SIZE PER PLANS DETAIL G, SHEET L-6
[gJ 48 STATION IRRIGATION CONTROLLER GALSENSEt DETAIL A, GS9-40-SI/GS9-GR-STUBBY --SHEET L-6 /GOMM-5YR IRl RAIN SENSOR GALSENSE / RB-I RAIN BUCKET INSTALL PER MANUFACTURER INSTRUCTIONS - DRIP TUBING (.61 GPH EMITTERS 12" ON ~--•-~zj DETAILS 5 : : :: : :: :: GENTER. TUBING ROY-lS TO BE MAX 16" NETAFIM / TLDL6-I29 -- APART IN PLANTING AREAS) SHEET L-1
® END GAP OF DRIP DISCHARGE HEADER RAINBIRD / MDGFGAP INSTALL FLUSH VALVE INSIDE A DETAIL P, SEPARATE VALVE BOX SHEET L-8
® AIR/ VACUUM RELIEF VALVE RAINBIRD / ARV050 INSTALL IN VISIBLE AREA OF DETAIL Q, PLANTING BED SHEET L-8
® OPERATING INDICATOR SET HUNTER/ EGO-ID INSTALL IN VISIBLE AREA OF DETAIL R, PLANTING BED SHEET L-8
PVG v-lATER LATERAL LINE PACIFIC PLASTICS PVG GLASS 200 DETAIL l,J, SHEET L-6
PVG v-lATER MAINLINES PACIFIC PLASTICS PVG GLASS 915 (2" 4 GREATER) DETAIL l,J ---SGH. 40 (1-1/2" 4 SMALLER) SHEET L-64L-1
----
PVG PIPE SLEEVING PACIFIC PLASTICS SGH. 80 UNDER VEHICLE PAVING DETAIL I ----SGH. 40 UNDER PEDESTRIAN PAVING SHEET L--b4L-1
NO 5YM60L SPRING TYPE IN-LINE GHEGK VALVE SPEARS MFG. / 51580 (SIZE PER LATERAL LINE) -- 10" ROUND VB -9126GB
NO 5YM60L VALVE BOX NDS / PRO-SPEC 14" X l"I" VB -9I4BGB -- I1"X 90 VB -9266GB
IRRIGATION NOTES:

I. ALL IRRIGATION SYSTEM COMPONENTS SHALL BE INSTALLED AS PER LOCAL GODE. CONTRACTOR SHALL SEC.URE ALL NEC.ESSARY PERMITS.

2. C.HEC.K AND VERIFY ALL SITE CONDITIONS, UTILITIES AND SERVICES PRIOR TO TRENCHING. IF DURING

CONSTRUCTION IT IS FOUND THAT THE SITE VARIES FROM THE DRAV'IINGS, NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING V'IITH THE V'IORK.

3. V'IHERE TREES, LIGHT STANDARDS, ETC.. ARE AN OBSTRUCTION TO SPRAYS, THEN PIPING AND SPRINKLER HEADS SHALL BE ADJUSTED AND/OR RELOCATED AS NEC.ESSARY TO OBTAIN FULL COVERAGE V'IITHOUT EXCESSIVE OVERTHROV'I. DO NOT EXCEED SPACING AS PER MANUFACTURER RECOMMENDATIONS.

4. PLANS ARE DIAGRAMMATIC. AND APPROXIMATE. ALL PIPING SHALL BE INSTALLED IN PLANTING AREAS EXCEPT V'IHERE IT IS INFEASIBLE.

5. COORDINATE IRRIGATION V'IORK V'IITH PLANTING PLANS TO AVOID CONFLICTING LOCATIONS BETV'IEEN PIPING AND PLANT PITS.

6. ALL HEADS, V'IHEN LOCATED ADJACENT TO CURBS, HEADERS, SIDEV'IALKS, V'IALLS, BUILDING, ETC.., ARE TO BE A MIN. Of TV'IO (2) INC.HES TO A MAX. Of FOUR (4) INC.HES AV'IAY FROM THE STRUCTURES.

1. ALL CONTROL V'IIRE SLEEVES UNDER VEHICULAR PAVING SHALL BE SCHEDULE 80, V'IITH 30" MINIMUM GOVER.

ALL CONTROL V'IIRE SLEEVES UNDER PEDESTRIAN PAVING SHALL BE SCHEDULE 40, V'IITH 18" MIN. GOVER.

8. PRIOR TO START Of GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY Of CARLSBAD AUTHORITY. APPROVAL Of A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING Of THE SLOPE PLANTING AND IRRIGATION.

GI. INSTALLATION Of IRRIGATION AS SHOV'IN ON THE APPROVED PLANS SHALL COMMENCE V'IITHIN 10 DAYS Of THE TIME V'IHEN EACH AREA IS BROUGHT TO GRADE AS SHOV'IN ON THE APPROVED GRADING PLANS.

10. LANDSCAPE IRRIGATION SHALL BE APPLIED AT A RATE NOT EXCEEDING THE INFILTRATION RATE Of THE SOIL (MINIMIZING EROSION AND V'IATER V'IASTE) BUT SUFFICIENTLY TO ALLOV'I FOR HEALTHY PLANT GROV'ITH.

II. INSTALL C.HEC.K VALVES AS NEEDED TO PREVENT LOV'I HEAD DRAINAGE.

12. SPECIAL CONSIDERATION SHALL BE GIVEN TO V'IATER AND ELECTRIC.AL SERVICES.

13. IRRIGATION AND PLANTING SHALL TAKE PLACE AS IMPROVEMENTS PROGRESS.

14. CONTRACTOR SHALL COORDINATE V'IITH OTHER TRADES TO INSTALL SLEEVES UNDER PAVEMENT AND TO SERVICE CONTROLLERS IN GARAGE.

Dir,
SEE SHEET L-2 -L-4 FOR IRRIGATION PLANS ---~~-
ADL
PLANNING --
ASSOCIATES __
IRRIGATION HEAD LEGEND:

SYMBOL DESCRIPTION MAKE / MODEL ARC PSI RAD. DISCHARGE SPAC. (GPM) ( ~( ' , 12) 3 14) 5 16) HUNTER PRO NOZZLE HUNTER/ MPR-4A (ADJUSTABLE) 0-960 90 9'-4' .19, 22,.94,.45,.68,.19,.8 9'-4' 7 18) 9 I D I 9 I
'
HUNTER PRO NOZZLE HUNTER/ MPR-6A (ADJUSTABLE) 0-960 90 5'-6' .18,.91,.44,.6,.88,1.1,1.26 5'-6' I ~ I D I ~ I D I ~ I D HUNTER PRO NOZZLE HUNTER/ MPR-8A (ADJUSTABLE) 0-960 90 1'-8' .22,.44,.5"1,.88,1.11,1.92,1.16 1'-8' I ~ I I I
' I
i I ~ I i HUNTER PRO NOZZLE HUNTER/ MPR-IOA (ADJUSTABLE) 0-960 90 "l'-I0' .25,.5,.61,1.0,1.99,1.5,2.0 1'-8' I ~ I I I t I I I ) I D HUNTER PRO NOZZLE HUNTER/ MPR-I2A (ADJUSTABLE) 0-960 90 I0'-I9' .92,.69,.84,1.26,1.68,1.8"1,2.52 1'-8' I ~ I ) I ~ I ~ I J I ~ HUNTER PRO NOZZLE HUNTER/ MPR-I5A (ADJUSTABLE) 0-960 90 14'-16' .41,."19,1.24,1.86,2.48,2.1"1,9.12 1'-8' I ~ I ~ I ) I ~ I ~ I ) HUNTER PRO NOZZLE HUNTER/ MPR-I1A (ADJUSTABLE) 0-960 90 16'-18' .58,1.15,1.59,2.9,9.01,9.45,4.6 1'-8' •
HUNTER SHORT RADIUS HUNTER / MPR-2 ("I0,180) "10, 180 90 9'-4' .9"1, .1"1 9'-4' '• MICRO SPRAY *
TREE BUBBLER RAIN BIRD/ 1404 PRESSURE COMPENSATING TRICKLE 40 2'-4' 0.5 (I.O) 2'-4' NOTES:
-ALL SHRIJB HEADS INSTALLED FARTHER THAN TEN (IO) FEET FROM PAVING, C-URBS, SIDEY'IALKS, STEPS, TLJRF BOUNDARIES OR OTHER PEDESTRIAN AREAS MAY BE INSTALLED ON RISER 1--'llTH RAINBIRD 1812 SAM PRS, 1--'llTH IN LINE C-HEC-K VALVE, AND 1--'llTH NOZZLE AS PER PLAN -INSTALL ALL SPRAY HEADS ON 12" 1800 SAM NON/PRS IN SHRUBS AREA.

15. CONTRACTOR SHALL COORDINATE POV'IER FOR CONTROLLER AND CONNECTION TO RAIN SENSOR.

16. EXISTING IRRIGATION EQUIPMENT SHALL BE PROTECTED IN PLACE. ANY EXISTING IRRIGATION EQUIPMENT DAMAGED SHALL BE REPLACED IN KIND.

DETAIL

DETAIL L, P
SHEET L-1

DETAIL L, P
SHEET L-1
DETAIL "K",
SHEET L-1

11. ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION V'IITHIN TV'IENTY-FOUR INC.HES

OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND

CONSTRUCTED TO GAUSE V'IATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA

REMOTE CONTROL VAL VE CALLOUT

18. ALL BAC.KFLOV'I PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE V'IATER DISTRICT. GALL (160)438-2122 TO OBTAIN APPROVED CONTRACT BAGKFLOV'I TESTERS. PIPE BETV'IEEN THE METER AND BAC.KFLOV'I PREVENTER SHALL BE "SCHEDULE K HARD COPPER." IC!. MINIMUM PIPE COVERAGE SHALL BE AS FOLLOV'IS:

A. PRESSURE LINES:
-LESS THAN 3" IN DIAMETER -18" GOVER
-3" -5-1/2" IN DIAMETER -24" GOVER
-6" OR GREATER DIAMETER -36" GOVER
B. LATERAL LINES:
-12" Of GOVER
G. SLEEVES UNDER ROADS:
-6" OR LESS IN DIAMETER -36" GOVER
-GREATER THAN 6" IN DIAMETER -48" GOVER
SCHEDULE 80 PVC.

D. SLEEVES UNDER PAVING (NON-ROADS):
-LESS THAN 3" IN DIAMETER -18" GOVER

STATION
NUMBER
x-x
X" xx , I

VALVE SIZE
VALVE

DISCHARGE (GPM)
II AS BUILT"
P.E. EXP. DATE
-3" -5-1/2" IN DIAMETER -24" GOVER
-6" OR GREATER IN DIAMETER -36" GOVER SCHEDULE 40 PVC L=5 1 REVIE',/ED BY:

DATE:

JOB NO:

SCALE:
,,_1,1--IDSC,1,o
{j) ~• LA•s e' tJ:: ,., o,. -;
LJ.J ~ ' ~
1-i-. ~o (/): ;:c

INSPECTOR DATE
~ CITY OF CARLSBAD Lill 4 PLANNING DIVISION 3
o------t----i----------------t-------t------t-------t-----t I LANDSCAPE IMPROVEMENT PLANS FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVED: HOSSEIN AJIDEH
H~A;:.J<t SEE SHEET L-5 FOR IRRIGATION LEGENDS 4 NOTES
SEE SHEET L-6 .$ L-1 FOR IRRIGATION DETAILS

UNDERGROUND Q

SERVICE ALERT

DIAL TOLL FREE
1-B00-422-4133

AT LEAST TWO DAYS

BEFORE YOU DIG
LAND PLANNING --~=---
';s >----+-----+-----------------+----f----+----+--------1 I ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE S: \PROJECTS\22112 ECR-Jackspar\4.0 CDs \22024 ECR Jackspar -Irrigation Support.dwg Tuesday, Apr. 18 2023 1: 58pm colt on

OF SOUTHERN
CALIFORNIA ~
"CAUTION": Remember lhat the USA Center notifies on~ thoee utitjes belann ta the canlflr. There oould be alher utlilies present at the work site. The cenlflrwll mom, you rx wrom they will nolily.

LANDSCAPE ARCHITECTURE DRAWN BY:
--------------
2979 STATE STREET SUITE "C"
CARLSBAD, CA. 92008 U60}7!9-8637 FAl:(760)729-8324
---------------'1UF~

DATE I INITIAL

ENGINEER OF WORK REVISION DESCRIPTION

DATE INITIAL DATE INITIAL

OTHER APPROVAL CITY APPROVAL
DWN BY: ---1 PROJECT NO. II DRAWING NO.

CHKD BY: ---6094 DWG 529-1 RVWD BY:

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['i -. I I '171-•·•
,~ I 1~11
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NOTE:
2411

CONTROLLERS SHALL BE INSTALLED IN SEPARATE
STEEL LOCKING ENCLOSURES. ENCLOSURES SHALL
HAYE THE FOLLOl"llNG l"lORDS STENCILED l"llTH Tl"i0 (2) INCH HIGH l"lHITE LEffiRS ON THE SIDE FACING THE
STREET. "CITY OF CARLSBAD MEDIAN IRRIGATION"
LE<SEND
CDc.ONTROLLER
@POIAIER SV'IITC.H/<SFI
REC.EPTAC.LE
@MASTER VALVE RELAY OR

PUMP START RELAY
(OPTIONAL)
(i)16" TOP ENTRY C.ONTROLLER
ASSEMBLY (C.A SERIES)
NEMA :3R RAINPROOF
ENC.LOSURE (UL LISTED)
@TERMINAL STRIP
@:3/4" PVC. C.ONDUIT FOR 120
VAC. FROM METERED POIAIER
SUPPLY
G)PVC. C.ONDUIT FOR C.ONTROL

V'IIRES, SIZE AS REQUIRED
@FILL VOIDS V'IITH C.ONC.RETE
(§)" PVC. C.ONDUIT FOR FLOV'l

SENSOR GABLE AEF
Gf516-2SP (IF APPLIC.ABLE)
@POURED C.ONC.RETE BASE r
g
J
~--
II
II
II
II
II
2 NOTE:
-----71
II
CD BACKFLOl"l PREYENTOR ASSEMBLY
(SEE LEGEND)
@V'IYE STRAINER V'I/ 60 MESH
MONEL SC.REEN
@PRESSURE RE<SULATOR
(i)BRASS UNIONS (2)
®4" THIC.K C.ONC.RETE PAD
52O-C.-25OO
@12"xl2"xl2" C.ONC.RETE THRUST
BLOC.KS (2)

G)STAINLESS STEEL STRONG
BOX ENC.LOSURE (INSTALL
PER MANUF. SPEC.IFIC.ATIONS)
• R.P.B.P.TO BE MIN. 24" FROM STRUC.TURES
• V'IHEN NEXT TO A STRUC. TURE MOUNT TEST
C.OC.KS ON OPEN NON-STRUC.TURE SIDE
• V'IRAP BAC.KFLOV'l PREVENTER V'IITH
INSULATION MATERIAL PER LOC.AL

STANDARDS
2) (:3
@
4 • Llrr··111•••111· 111··111;;1111; 111;;;kw$gJ11 ~ l~!M~!M111111111111111: ::111: ::111: 11111111 1111!11,, ,~I I~ ''l~W,,,W,,,WTTT ITT 111=111-'Q0
b
LE<SEND
CD PLASTIC VALVE BOX r'I/ LOCKING LID
@PRESSURE REGULATOR
@FINISH GRADE
(i)TO POINT OF C.ONNEC.TION
@PVC. MAINLINE
@PEA GRAVEL (2" DEPTH)
G)BRIC.K SUPPORT (4" MIN.) ONE
AT EAC.H OTHER
@PVC. UNION
@NATIVE SUBGRADE
@PVC. NIPPLE
@MALE ADAPTER
@1e," PIPE MAINLINE DEPTH
~-_I ·111_
I , I
NOTE:
b
2 111'1111111
. 111111::
. •. .. . . .. . . . -1
_!_-~:.·;-·_··. ~--1 . • .. ' .. '·. · .. • ... ' ·-,:\ - ' ' ' •·.
§) 1 ~
LEGEND
CD PLASTIC VALVE BOX r'I/

LOCKING LID
@ELECTRIC REMOTE CONTROL
VALVE
@FINISH GRADE
Ci) PRESSURE SUPPLY LINE
@UNION
@ PVC SCH. 40 45 DEGREE
FITTING, FOUR (4) REQUIRED
G) ¾" CRUSHED ROCK SUMP
@scH. 80 NIPPLE (TYP)
@)4" l"llDE BRICK SUPPORT, ONE

PLACED AT EACH CORNER
VALVE SHALL HAYE A MINIMUM OF 4" CLEARANCE FROM THE BOTTOM OF THE VALVE BOX LID, AND 2" MINIMUM CLEARANCE FROM THE BOTTOM OF VALVE AND TOP OF GRAVEL SUMP. @CONTROLLER 5CALE, N.T.5. I® BACK FLOY"'! PREVENT OR N.T.5. I© PRESSURE REGULA TOR 5CALE, N.T.5.I@ MASTER CONTROL VALVE ¾ALE, N.T.5. = ••• Ill 1
1 711 IITTI ~----I 111
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CDFINISH GRADE
@PLASTIC VALVE BOX r'I/

LOCKING LID
@8" DIA CL 160 PVC SLEEVE

BOTTOM TO BE FLARED AND

CONTACT TOP OF PRESSURE

SUPPLY LINE
(i)FLOl"l SENSOR, REFER TO

LEGEND FOR MODEL AND SIZE
@PVC REDUCING COUPLER (2)

REQUIRED
@PVC MAINLINE

G) AA TERPROOF CONNECTIONS
l"llTHIN ELECTRICAL CONDUIT

RELAYED BACK TO THE

MASTER CONTROLLER
@CONTROL l"llRE l"llTH 90"

EXPANSION COIL
@¾" GRAVEL SUMP (ONE CUBIT
FOOT)
@sx PIPE DIA MIN. DOl"lNSTREAM
@lox PIPE DIA MIN. UPSTREAM
@BRICK SUPPORT
4 s
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LE<SEND

CDBLOCKED TRUE UNION BALL
VALVE
@PLASTIC VALVE BOX r'I/
LOCKING LID.
@FINISH GRADE
@SLIP END CONNECTORS
SUPPLIED l"llTH VAL YE
@PVC MAINLINE -SEE
IRRIGATION SPECS. FOR PIPE
DEPTH
@PEA GRAVEL, 2" DEPTH
G)4" l"llDE BRICK SUPPORT, ONE

PLACED AT EACH CORNER
f VALVE SHALL HAYE A MINIMUM OF 4" CLEARANCE FROM THE BOTTOM OF THE VALVE BOX I LID, AND 2" MINIMUM CLEARANCE FROM THE BOTTOM OF VALVE AND TOP OF GRAVEL SUMP. '
r
'
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LEGEND
CDPLASTIC VALVE BOX r'I/

LOCKING LID
@REMOTE CONTROL VAL YE
@FINISH GRADE
Ci) PVC LATERAL LINE
@PVC SCH. 40 ELL
@:3/4" C.RUSHED ROC.K SUMP

G)PRESSURE SUPPLY LINE
@sc.H. e,o PVC. MALE ADAPTER
@sc.H. e,o NIPPLE
@4" V'IIDE BRIC.K SUPPORT ONE
PLAC.E AT EAC.H C.ORNER
-1 I I 111 I 11 2
'-=Ill I ~-Ill~
CD PLASTIC y AL YE BOX r'I/

LOCKING LID
@FINISH GRADE
®QUIC.K C.OUPLING VALVE
(i)PVC. MAINLINE PIPE
_:111_1 I I _ ~---i::::l.::f.1.--:::.;< I , 1
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i) 8
@;; INC.H MINIMUM
:3/4" C.RUSHED ROC.K
@)PVC. SC.H. 80 NIPPLE (LENGTH

AS REQUIRED)
@PVC. SC.HEDULE 40 STREET ELL
(:3 REQUIRED)
@):36" MIN. LENGTH #4 REBAR
STABILIZER ATTAC.H V'IITH TV'IO

STAINLESS STEEL BANDS
@BRIC.K (2 REQUIRED)
r @PVC. SC.H 40 ELL OR TEE NOTE:

I G)PVC. SC.H. 80 NIPPLE (LENGTH

AS REQUIRED)
'

QUICK COUPLER Y AL YES SHALL BE OF THE TYPE
APPROVED FOR RECYCLED AATER USE.
@ FLOY"'! SENSOR 5CALE, N.T.5. I® BALL VAL YE 5CALE, N.T.5.1@RE!VIOTE CONTROL VALVE 5CALE, N.T.5. I@ QUI CK COUPLER VAL YE 5CALE, N.T.5.

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LECS.END

CDPAYING
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@PRESSURE SUPPLY LINE (IN

SLEEVE)
@CONTROL l"llRES (IN CONDUIT)
@BACKFILL (SEE

SPECIFICATIONS)
@FOR PIPE DEPTHS SEE
IRRIGATION NOTE l'l ON SHEET
L-18.

I. ALL SLEEVES TO 6E Tl"llCE DIAMETER OF PIPE (PER SPECIFICATIONS).

2. NO IRRIGATION SLEEVING IS PERMlmD PERPENDICULAR AND OYER CONCRETE BROl"l DITCHES. .1' ,
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NOTE:

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@LATERAL LINE
@PRESSURE SUPPLY LINE
(i)c.ONTROL V'IIRES
@BAC.KFILL
@FOR PIPE DEPTHS SEE IRRIGATION
NOTE l'l ON SHEET L-5.
*IN5TALL CONTROL IAIIRE5 ON THE
UNDER51DE OF F'RE55URE 5UPPLY LINE.

IAIHERE POTABLE LINE5 AND C0N5TANT PRE55URE RECLAIMED IAIATER LINE5 CR055, THE RECLAIMED LINE5 5HALL BE IN5TALLED BEL0IAI THE POTABLE IAIATER LINE IN A CLA55 200 PURPLE COLORED PVC 5LEEYE. THE 5LEEYE 5HALL EXTEND 10-FEET ON EITHER 51DE OF THE POTABLE LINE FOR A TOTAL OF 20'
(DSLEEYING I -5CALE, N.T.5.,Q) R.V"!. IRRIGATION TRENCHING 5CALE, N.T.5.

SEE SHEET L-2 -L-4 FOR IRRIGATION PLANS
SEE SHEET L-5 FOR IRRIGATION LEGENDS $ NOTES
SEE SHEET L-6 $ L-1 FOR IRRIGATION DETAILS
S: \PROJECTS\22112 ECR-Jackspar\4.0 CDs \22024 ECR Jackspar -Irrigation Support.dwg Tuesday, Apr. 18 2023 1: 58pm colt on Dir. ~,11c:ERT
•••
UNDERGROUND ~

SERVICE ALERT

OF SOUTHERN

CALIFORNIA -
~T.M.

DIAL TOLL FREE
1-B00-422-4133

AT LEAST TWO DAYS

BEFORE YOU DIG
"CAUTION": Remember lhat the USA Center notifies on~ thoee utitjes belann ta the canlflr. There oould be alher utlilies present at the work site. The cenlflrwll mom, you rx wrom lheywill nolily.

ADL

PLANNING ---
DATE:

ASSOCIATES __ _ JOB NO:

SCALE:

LAND PLANNING
LANDSCAPE ARCHITECTURE DRAWN BY:
--------------
2979 STATE STREET SUITE "C"
CARLSBAD, CA. 92008 U60}7!9-8637 FAl:(760)729-8324
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CITY OF CARLSBAD
Lill 5 PLANNING DIVISION 3
0----t---t-------------i----t----t----t---1 I LANDSCAPE IMPROVEMENT PLANS FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
,__ __ +----+-----------------+----e----+----+----1 I APPROVED: HOSSEIN AJIDEH fl..,,.;... Aµ..«1-
,__--+----+-----------------+---r----+----+----1 I ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE

DATE I INITIAL

ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL I g~~D si~-I PROJECT NO. II DRAWING NO.

OTHER APPROVAL CITY APPROVAL RVWD BY;:::_-:=_-=_-_-_-6094 DWG 529-1 L-b
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DETAIL "XFG FLUSH POINT"
@PERIMETER OF AREA
Dripline tvfciximum Lcitercil Lengths
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AREA
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Inlet Nominc:il Floy,,i
Pressure psi (gph)

INSET A
l~i L __ _j

0.6 O."I
20 1"12 196
90 28"1 205
40 950 248
50 9"11 281
60 496 90"1
NOTES:

I. DRIP LINE TO BE BURIED UNDER 9 TO 4 INC.HES OF MULC.H.

2. LENi::,TH OF LONGEST DRIFLINE LATERAL SHOULD NOT EXC.EED THE MAXIMUM 5FAGIN6 SHOY'IN IN THE AGGOMFANYIN6 TABLE.

9. Y'IHEN USING I1MM INSERT FITTIN65 Y'IITH DESIG,N PRESSURE OVER 50F5I, IT 15 REC.OMMENDED THAT STAINLESS STEEL C.LAMFS BE INSTALLED ON EAC.H FITTIN6.
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Nominc:i I Floy,,i
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0.6 O."I
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402 991
4"18 416
519 411
691 52"1
DI

UNDERGROUND

SERVICE ALERT

OF SOUTHERN

CALIFORNIA
G)DRIFLINE:
@PVC SUPPLY HEADER
@PVC. DRIP MANIFOLD FROM RAIN BIRD

CONTROL ZONE VALVE KIT (SIZED TO MEET
LATERAL FLOll'I DEMAND)
@PVC. SC.H 40 RISER FIFE
RT
ADL

PLANNING ---
DATE:

T.M.

ASSOCIATES __ _ JOB NO:

SCALE:

SEE SHEET L-2 -L-4 FOR IRRIGATION FLANS
SEE SHEET L-5 FOR IRRl6ATION LE6END5 $ NOTES
SEE SHEET L-6 $ L-1 FOR IRRl6ATION DETAILS
L=1
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II AS BUILT"
P.E. EXP.

I REVIE',/ED BY:

INSPECTOR

CITY OF CARLSBAD

PLANNING DIVISION
t---+---,---------------------,-----,--,-----,-------i I LANDSCAPE IMPROVEMENT PLANS FOR:

DATE
DATE
Lill 3

EL CAMINO REAL

ROADWAY IMPROVEMENTS
,., ~-L••s0,. e-; I FROM SUNNY CREEK Rd TO JACKSPAR Dr
.f ~ fi APPROVED: HOSSEIN AJIDEH
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o( Cl -r-- DIAL TOLL FREE
1-B00-422-4133

AT LEAST TWO DAYS

BEFORE YOU DIG
L A N D P L A N N I N G c., "•'"" ;:;; ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE LANDSCAPE ARCHITECTURE DRAWN BY: u): ;.(;_!/!: ()
2979 STATE STREET su1TE "c" °" * -"'" _ * "I DATE INITIAL DATE INITIAL DATE INITIAL DWN BY:. I PROJECT NO. I DRAWING NO. "CAUTION",Remombo-~at ... USAComa-aoUlloson~thooo I CARLS 8 AD. CA. 9 2 0 0 8 060}7!9-8637 FAl:060)7'9-8324 C-'IL/F:::n...\\~ REVISION DESCRIPTION CRHVWKDD BBYY. 6094 DWG 529-1 at the work site. The cenlflrwll mom, you rx wrom lheywill nolily. @DR.IF IRRl6ATION I utiljesbelanntathecanlflr.Thereoouldbealherut1iliespreserrt Vt''"'" ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL : . . I N.T.5 ..

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I. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOJl'l PREVENTERS, ETC. SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN THE
HAR.DSC.APE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS Jl'lHENEVER POSSIBLE. MAINLINE IS SHOJl'lN FOR GRAPHICAL PURPOSES ONLY. PIPE SHALL BE INSTALLED IN PLANTING AREAS EXCEPT Jl'lHERE IT IS INFEASIBLE AND OUT OF ANY EASEMENTS .
.2. SLEEVES SHALL BE TV'IO TIMES THE DIAMETER OF THE PIPE.

9. ANTI-DRAIN VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT ALL LOJl'l HEAD DRAINAGE.

SEE SHEET L-.2 -L-4 FOR IRRIGATION PLANS
SEE SHEET L-5 FOR IRRIGATION LEGENDS 4 NOTES
SEE SHEET L-6 4 L-1 FOR IRRIGATION DETAILS
S: \PROJECTS\22112 ECR-Jackspar\4.0 CDs\22024 ECR Jackspar -Water Use & Cales Plans.dwg Tuesday, Apr. 18 2023 2: 10pm colton DI

UNDERGROUND

SERVICE ALERT

OF SOUTHERN

CALIFORNIA
RT
T.M.

DIAL TOLL FREE
1-B00-422-4133

AT LEAST TWO DAYS

ADL

PLANNING ---
DATE:

ASSOCIATES __ _ JOB NO:

SCALE:

LAND PLANNING
LANDSCAPE ARCHITECTURE DRAWN BY:
--------------
2979 STATE STREET SUITE "C"
CARLSBAD, CA. 92008 U60}7!9-8637 FAl:(760)729-8324
----------------
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DATE I INITIAL

ENGINEER OF WORK
IRRIGATION i,4¼TER LEGEND:
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RECYCLED Jl'lATER
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REVISION DESCRIPTION OTHER APPROVAL
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SPECIALIST
DATE

CARLSBAD MUNICIPAL WATER DISTRICT
DATE

DISTRICT ENGINEER
II AS BUILT"
P.E. EXP. DATE
L=8
I REVIE',/ED BY:

INSPECTOR DATE
rnTI CITY OF CARLSBAD Lill 1 PLANNING DIVISION 3
LANDSCAPE IMPROVEMENT PLANS FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVED: HOSSEIN AJIDEH
fl.,,,,.;_,. Aµ..«J.

ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE
DWN BY: __ _
DA TE I INITIAL CHKD BY: __ _
PROJECT NO.
6094 II
DRAWING NO.

CITY APPROVAL RVWD BY: DWG 529-1
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P.E. __ _ EXP. ___ _

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DATE
DATE
(Step 4 " Step 5) 6 5,062.5 437.5 1,185
SEE SHEET L-5 FOR IRRIG>ATION LEG>ENDS 4 NOTES
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l----+---+------------->----+----+----+----1 l_2QJ PLANNING DIVISION 43 ltrigntion Efficiency (IE)***
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S: \PROJECTS\22112 ECR-Jackspar\4.0 CDs\22024 ECR Jackspar -Water Use & Cales Plans.dwg Tuesday, Apr. 18 2023 2: 17pm colton Dir,
---

UNDERGROUND Q

SERVICE ALERT

OF SOUTHERN
CALIFORNIA ~
FRT
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DIAL TOLL FREE
1-B00-422-4133

AT LEAST TWO DAYS

ADL
PLANNING --
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LAND PLANNING
DATE:

JOB NO:

SCALE:

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--------------
2979 STATE STREET SUITE "C"
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KEY MAP
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II AS BUILT"
P.E. EXP. DATE
L I O I REV!Ev/ED BY,
I INSPECTOR DATE ~ . :4~:~'.'":~5;·~:s~;:::_~'7iJ
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SEE SHEET L-14 FOR PLANTIN5 DETAILS
S:\PROJECTS\22112 ECR-Jackspar\4.0 CDs\22024 ECR Jackspar Planting Plan.dwg Tuesday, Apr. 18 2023 3:18pm colton Dir.
·~

UNDERGROUND

SERVICE ALERT
a= SOUTHERN

CALIFORNIA
IJ,I)
FRT
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1-800-422-4133
AT LEAST lWO DAYS

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PLANNING --~
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DATE:

JOB NO:

SCALE:

LANDSCAPE ARCHITECTURE DRAWN BY:
2979 STATE STREET SUITE "C., ----------------
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KEY MAP
o' 10'
II AS BUILT"
P.E. __ _ EXP. ___ _ DATE
SEE SHEETS L-I0 -L-I2 FOR PLANTING, PLANS
SEE SHEET L-I:3 FOR PLANTIN6 LE6ENDS 4 NOTES
SEE SHEET L-I4 FOR PLANTING DETAILS
S: \PR0JECTS\22112 ECR-Jacks ::iar\4.0 CDs\22024 ECR Jackspar Planting Plan.dwg Tuesday, Apr. 18 2023 3: 20pm colton .Dlri
UNDERGROUND ~

SERVICE ALERT
a= SOUTHERN

CALIFORNIA
FRT
'V T.M.

DIAL TOLL FREE
1-800-422-4133
AT LEAST lWO DAYS

ADL
PLANNING --~• DATE:
,-JOB NO: ASSOCIATES--~ ----ia-1:3;;
SCALE:

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CITY OF CARLSBAD I SHEETS I
=-.J PLANNING DIVISION 43
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UNDERGROUND

SERVICE ALERT
a= SOUTHERN

CALIFORNIA
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DIAL TOLL FREE
1-800-422-4133
AT LEAST lWO DAYS

BEFORE YOU DIG

LAND PLANNING
LANDSCAPE ARCHITECTURE DRAWN BY:
2979 STATE STREET SUITE "C., ----------------
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S:\PROJECTS\22112 ECR-Jackspar\4.0 CDs\22024 ECR Jackspar Planting Plan.dwg Tuesday, Apr. 18 2023 3:23pm colton "CAUTION": Remambar1hat the USA Center oollies onty lh089 ullilias belaigirg ID the oonler. Them oould be alher utilties i:rasent attheworlcsilB. The center'MI inform you ofVrtlom lhaywll rdify.

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DA TE I INITIAL

OTHER APPROVAL
o' 10' 20' 40'
II AS BUILT"
P.E. EXP. DATE
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I REV!Ev/ED BY,

DATE I INITIAL

CITY APPROVAL

INSPECTOR DATE
~ CITY OF CARLSBAD [m I PLANNING DIVISION 3
LANDSCAPE IMPROVEMENT PLANS FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVEij~Af.,ld HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE
DWN BY: ---I PROJECT NO, 11 DRAWING NO.

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PLANTING LEGEND
TREES
SYM. GlTY. BOTANIC.AL NAME COMMON NAME SIZE if'ruC.OLs COMMENTS /
' , ' !ill :31 LOPHOSTEMON CONFER.TVS BRISBANE BOX 15 GAL. MODERATE CITY MAINTAINED AND IN CITY R./1-'11
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SLOPE SHRUB PALETTE
(R) 11 R.HIJS INTEGR.IFOLIA LEMONADE BER.RY 5GAL VERY LOVII - ® 2"1 ERIOGONIJM FASGICULATUM CALIFORNIA BUCKffiEAT I GAL VERY LOVII -

RAIN GARDEN PALETTE
+++++++++
855 + + + + + + + + + +
JUNCUS PATENS +++++++++
CALIFORNIA GREY RUSH I GAL LOVII PLANT 18" O.C. + + + + + + + + + + SF +++++++++ + + + + + + + + + +
¼ ¼ ½ ½ ½ ½ ¼ ¼ 115 BOUTELOUA GR.AGILIS BLUE GR.AMA I GAL. LOVII PLANT 18" O.C. ½ ½ ½ ½ ¼ ¼ ¼ ¼ SF PARK~AY SHRUBS 4 GROUNDCOVER
® 15 SALVIA GR.EGGII AUTUMN SAGE I GAL LOVII -
® 8"1 PHORMIUM TENAX 'TOM THUMB' TOM THUMB NEY'! ZEALAND FLAX I GAL LOVII - 2,845 MYOPOR.UM PAR.VIFOLIUM CREEPING MYOPOR.UM FLATS LOVII PLANT 24" O.C. }-SF

HYDROSEED MIXTURE
ulllhttr HYDROSEED MIX
11 A
11 -14,250 s.f.
. BOTANICAL NAME COMMON NAME LBS./AGRE
TRIFOLIUM HIRTUM ROSE GLOVER 20
FESTUGA MEGALURA ZORRO FESGUE 20

ESGHSGHOLZIA GALIFORNIGA CALIFORNIA FOFFY

AGHILLEA MILLEFOLIA COMMON Y ARROVII

ERIOGONUM FASGIGULATUM CALIFORNIA BUGKVIIHEAT

ARTEMISIA GALIFORNIGA CALIFORNIA SAGEBRUSH
ALYSSUM C.ARFET OF SNOVII
DIMORFHOLEC.A GENUS OF PLANTS IN

SUNFLOVIIER FAMILY

HYDROSEED NOTES,
I. HYDROSEED MIX "A" SHALL BE APPLIED TO SLOPES OUTSIDE OF THE STREET RIGHT-OF-VIIAY DISTURBED BY GRADING.

2. ROSE GLOVER SHALL BE INOCULATED VIIITH VIIITH A NITROGEN FIXING BACTERIA

AND BE APPLIED DRY EITHER BY DRILLING OR BROADCASTING IMMEDIATELY BEFORE HYDRAULIC AFFLIGATION OF THE REMAINING SEED MIX AND MULCH.

TREE MITl6'ATION NOTE:

I. CITY OVIINED AND MAINTAINED TREES BEING REMOVED SHALL BE REPLACED AT A RATE OF Tl-'11O TREES FER EVERY ONE TREE REMOVED.

SEE SHEETS L-1O -L-12 FOR PLANTING FLANS
SEE SHEET L-13 FOR PLANTING LEGENDS $ NOTES
SEE SHEET L-14 FOR PLANTING DETAILS
S: \PROJECTS\22112 ECR-Jackspar\4.0 CDs\22024 ECR Jackspar -Planting Support.dwg Tuesday, Apr. 18 2023 3: 25pm colton 3 4
3 3
3 2
Dir.
•••
UNDERGROUND ~

SERVICE ALERT

OF SOUTHERN

CALIFORNIA -
FRT
~T.M.

DIAL TOLL FREE
1-B00-422-4133

AT LEAST TWO DAYS

PLANTING NOTES,
I. THE PLANTING PLAN IS DIAGRAMMATIC, AND SHALL BE USED AS A GUIDE FOR SETTING OUT PLANTS. PRIOR TO PLANTING, THE LANDSCAPE ARCHITECT SHALL BE CONTACTED TO APPROVE ALL PLANT LOCATIONS AND DIRECT ADJUSTMENTS.

2. PLANT MATERIALS SHALL CONFORM TO NURSERYMAN'S STANDARDS FOR SIZE AND HEAL TH. ALL PLANTS ARE SUBJECT TO REJECTION BY THE LANDSCAPE ARCHITECT IN SUBSTANDARD IN SIZE, QUALITY, OR HEAL TH.

3. PROVIDE l-'IIATERPROOF SPECIES IDENTIFICATION TAGS ON ONE PLANT FER SPECIES FER GROUPING.

4. PLANT COUNTS ARE FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR ONLY.

CONTRACTOR 15 RESPONSIBLE FOR ALL PLANTS SHOVIIN ON THE PLAN.

S. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS THOROUGHLY SOAKED PRIOR TO PLANTING.

6. LANDSCAPE CONTRACTOR SHALL REMOVE EXISTING VEGETATION, TRASH, CLIPPINGS, ROCK AND OTHER DEBRIS IN PLANTING AREAS.

RAKE AND FINE GRADE ALL PLANTING AREAS PRIOR TO COMMENCEMENT OF PLANTING OPERATIONS.

1. PLANTING PITS SHALL BE TVIIIGE THE CONTAINER VIIIDTH AND OF EQUAL DEPTH.

8. PLANTING PITS AND PLANTERS SHALL BE BACKFILLED VIIITH EXISTING SITE SOIL AND 1/4 (BY VOLUME) NITRIFIED TOP SOIL MIX. FERNS, AZALEAS AND ACID PLANTS SHALL RECEIVE AN ADDITIONAL 1/3 (BY VOLUME) PEAT IN BACKFILL MIX.

Cl. TREES AND SHRUBS SHALL BE FERTILIZED AT THE TIME OF PLANTING VIIITH 21-GRAM AG>RIFORM TABLETS AT THE FOLLOVIIING> RATES, G>ROUNDGOVER-(5 G>RAM 20-10-5 TABLET) I GAL.SIZE-I TABLET, 15 GAL.-5 TABLETS, 36" BOX-1O TABLETS, S GAL. SIZE-3 TABLETS, 24" BOX-8 TABLETS, 48" BOX-12 TABLETS

10. STAKE 5 GALLON AND DOUBLE STAKE 15 GALLON AND 24" BOX TREES. GUYING OF LARGER TREES SHALL BE DONE AT THE LANDSCAPE ARCHITECTS DISCRETION.

CONTRACTOR SHALL BE RESPONSIBLE FOR TREE STABILITY DURING LENGTH OF THE GUARANTEE PERIOD.

II. VERIFY TREE FIT DRAINAGE VIIITH 24 HOUR VIIATER FILL TEST PRIOR TO PLANTING. ALL BOXED TREES NOT DRAINING ARE TO HAVE A 4" DIAMETER AUGER

HOLE DRILLED THROUGH ANY HARDPAN OR GOMFAGTED EARTH AS REQUIRED TO PROVIDE DRAINAGE IN A 24 HOUR PERIOD.

12. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC, YARDS PER 1,000 S.F. OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS VIIITH GREATER THAN 6% ORGANIC, MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING.

13. LANDSCAPE IMPROVEMENTS, INCLUDING, BUT NOT LIMITED TO PLANTS, BERMS, VIIALLS (DECORATIVE OR RETAINING), SIGNS, AND STRUCTURES HAVE BEEN SELECTED AND POSITIONED 50 AS TO AVOID OBSTRUCTING VIEVIIS OF MOTORIST NEAR INTERSECTIONS AISLES, DRIVES, AND PEDESTRIAN VIIALKVIIAYS. TREES HAVE BEEN SELECTED (AND SHALL BE MAINTAINED) SUCH THAT, AT MATURE SIZE, SCAFFOLD BRANCHES VIIILL BE A MINIMUM OF 60 INCHES ABOVE THE FINISHED GRADE.

14. AFTER ROUGH GRADING, CONTRACTOR SHALL TAKE SOIL SAMPLES FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE GROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY. THE TEST SHALL INDICATE

BUT NOT BE LIMITED TO THE FOLLOVIIING,
A. ORGANIC MATTER CONTENT
B. N,P,K
G.pH
D. EC
E. SOIL TEXTURE (SILT, GLAY, SAND)
F. RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS.

THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR

AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE FLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS.

IS. POST PLANTING FERTILIZATION SHALL BE PERFORMED BY CONTRACTOR AT 30, 60, AND <lO DAYS AFTER PLANTING.

16. PLANTS SHALL NOT BE PLACED VIIITHIN 12" OF SPRINKLER HEADS.

11. SHRUBS AND TREES SHALL BE UNDERPLANTED VIIITH GROUNDGOVER AS SHOVIIN BY ADJACENT SYMBOL.

18. GROUNDGOVER SHALL BE PLANTED USING TRIANGULAR SPACING AS NOTED IN LEGEND. l<l. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF NINETY (<lo) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT GLEAN, VIIATERED, AND VIIEED-FREE. ALL DEAD OR DYING PLANTS SHALL BE REPLACED DURING THE MAINTENANCE PERIOD.

20. CONTRACTOR SHALL GUARANTEE PLANT LONGEVITY AS FOLLOVIIS: TREES-ONE YEAR, SHRUBS$ GROUNDGOVER-SIX MONTHS.

21. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY VIIORK. ALL VIIORK SHALL BE PERFORMANCE IN A MANNER VIIHIGH VIIILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE AS REQUIRED.

22. TREES SHALL BE LOCATED A MINIMUM OF FIVE FEET FROM ANY DRAINAG>E FLOVII LINE, SEVIIER LINE, VIIATER LINE, GAS LINE, DRIVE l-'IIAYS OR ELECTRICAL CONDUIT.

23. ROOT BARRIERS SHALL BE INSTALLED ADJACENT TO ALL PAVING SURFACES, VIIHERE A PAVING SURFACE 15 LOCATED VIIITHIN S' OF A TREE'S TRUNK. ROOT BARRIERS SHALL EXTEND FIVE FEET IN EACH

DIRECTION, FROM THE GENTER LINE OF THE TRUNK, FOR A TOTAL DISTANCE OF 10 FEET.

24. ALL GRADING ON SITE SHALL HAVE POSITIVE SURFACE DRAINAGE (2% MINIMUM GRADE IN PLANTING AREAS) AVIIAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM.

25. ANY TREES LOCATED VIIITHIN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB.

26. ALL PLANTING VIIITHIN VEHICULAR SIGHT TRIANGLES SHALL NOT EXCEED A MAXIMUM HEIGHT OF 30".

21. IT IS RECOMMENDED THAT A FULL VIIEED ABATEMENT PROGRAM BE PROVIDED TO REDUCE THE AMOUNT OF VIIEEDS PRIOR TO PLANTING. SEE THE FOLLOVIIING EXAMPLE,

28. UPON COMPLETION OF ALL FINE GRADING VIIORK AND SOIL PREPARATION, PERFORM VIIEED CONTROL

MEASURES AS FOLLOVIIS,
A. IRRIGATE ALL AREAS DESIGNATED TO BE PLANTED FOR A MINIMUM OF 10 MINUTES PER SETTING, Tl-'11O SETTINGS PER DAY FOR SEVEN DAYS TO GERMINATE ALL VIIEED SEED POSSIBLE.

B. APPLY A CONTACT VIIEED KILLER AND ALLOVII FOR SUFFICIENT TIME TO OBTAIN COMPLETE KILL OF ALL VIIEEDS GERMINATED.

G. REPEAT STEP A ABOVE.

D. REPEAT STEP B ABOVE.
2<1. TREES PLANTED VIIITHIN 5' OF PUBLIC SIDEVIIALKS SHALL BE INSTALLED VIIITH ROOT BARRIERS APPROVED BY THE CITY.

30. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION.

SI. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER

MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLES OR POST CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE.

92. SLOPES 6, I OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED VIIITH ONE OR MORE OF THE FOLLOVIIING PLANTING STANDARDS:
a. STANDARD I -COVER GROF/AND EROSION CONTROL MATTING,

COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR VIIILD FLOVIIERS. SUBMIT THE SFEGIFIG SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE SUFFICIENT TO PROVIDE "10% COVERAGE VIIITHIN THIRTY (30) DAYS.

THE TYPE OF EROSION CONTROL MATTING SHALL BE AS APPROVED BY THE CITY AND AFFIXED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER.

ON SLOPES S FEET OR LESS IN VERTICAL HEIGHT VIIHERE ADJACENT TO PUBLIC l-'IIALKS OR STREETS, VIIHEN PLANTING OCCURS BETVIIEEN AUGUST 15 AND APRIL 15, EROSION CONTROL MATTING SHALL BE REQUIRED.

DURING THE REMAINDER OF THE YEAR, THE GOVER GROF AND/OR EROSION CONTROL MATTING MAY BE USED.

ON SLOPES GREATER THAN S FEET IN HEIGHT, EROSION CONTROL MATTING SHALL BE REQUIRED AND A GOVER GROF SHALL NOT BE USED, UNLESS OTHERVIIISE APPROVED BY THE CITY. b. STANDARD 112 -GROUND GOVER
ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED VIIITH A GROUND GOVER KNOVIIN TO

HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE VIIITHIN ONE YEAR). c. STANDARD 113 -LOVII SHRUBS

LOVII SPREADING VIIOODY SHRUBS (PLANTED FROM A MINIMUM OF I-GALLON CONTAINERS) SHALL GOVER A MINIMUM OF SEVENTY (10%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). d. STANDARD 114 -TREES AND/OR LARGE SHRUBS

TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF I-GALLON CONTAINERS) SHALL BE INSTALLED AT A MINIMUM RATE OF ONE (I) PLANT FER Tl-'11O HUNDRED (200) SQUARE FEET.

99. SLOPES -6,1 OR STEEPER AND,
a. S' OR LESS IN VERTICAL HEIGHT AND ADJACENT TO PUBLIC VIIALKS OR STREETS REQUIRE AT A MINIMUM STANDARD Ill (GOVER CROP OR EROSION CONTROL MATTING).
b. S' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS Ill (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), 112 AND 119.
c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS Ill (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER GROF), 112, 113, AND 114.

94. AREAS GRADED FLATTER THAN 6:1 REQUIRE A COVER CROP PER STANDARD Ill VIIITH TEMPORARY IRRIGATION VIIHEN THEY HAVE ONE OR MORE OF THE FOLLOVIIING> CONDITIONS, a. SHEET GRADED FADS NOT SCHEDULED FOR IMPROVEMENTS VIIITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING.
b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS

TO THE PUBLIC, OR HAVE SPECIAL CONDITIONS THAT
VIIARRANT IMMEDIATE TREATMENT.

95. SHRUB SPACING SHALL BE SUCH THAT 100% COVERAGE
VIIILL OCCUR VIIITHIN ONE YEAR.

96. LANDSGAFEING IS TO BE MAINTAINED BY THE CITY.

P.E.

L = I 3 . REVIE',/ED BY:

I INSPECTOR
II AS BUILT"
EXP. DATE
DATE
~ CITY OF CARLSBAD Lill 2 PLANNING DIVISION 3
o------t-----t-------------i------t------t------t------, I LANDSCAPE IMPROVEMENT PLANS FOR:

ADL

PLANNING ---
DATE:

ASSOCIATES __ _ JOB NO:

SCALE:

LAND PLANNING
LANDSCAPE ARCHITECTURE DRAWN BY:
--------------
2979 STATE STREET SUITE "C"
CARLSBAD, CA. 92008 U60}7!9-8637 FAl:(760)729-8324
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EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
APPROVED: HOSSEIN AJIDEH
fl..,..,;.. AµJ,t.
>----+-----+-----------------+----f----+----+-------1 I ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE

DATE I INITIAL

ENGINEER OF WORK REVISION DESCRIPTION

DA TE I INITIAL

OTHER APPROVAL

DA TE I INITIAL

CITY APPROVAL
DWN BY: ---1 PROJECT NO. II DRAWING NO.

CHKD BY: ---6094 DWG 529-1 RVWD BY:

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Exhibit 8
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MAINTAIN 3" GLEAAANGE

FROM SHRUB BASE
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NOTE,

V'IHERE ON SLOPES, THE

FRONT AND REAR OF THE
PLANTIN6 PITS SHALL BE
61<.ADED TO A MAXIMUM Id

SLOPE AND EROSION

GONTROL FABRIC, SHALL BE

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@ GENTER OF SHRUBS
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@FERTILIZER TABLET
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S: \PROJECTS\22112 ECR-Jackspar\4.0 CDs\22024 ECR Jackspar -Planting Support.dwg Tuesday, Apr. 18 2023 1: 59pm colton SEE SHEETS L-1O -L-12 FOR PLANTING> PLANS
SEE SHEET L-19 FOR PLANTING> LEGENDS .$ NOTES
SEE SHEET L-14 FOR PLANTING DETAILS
Dir. ~,11c:ERT
•••
UNDERGROUND ~

SERVICE ALERT

OF SOUTHERN

CALIFORNIA -
~T.M.

DIAL TOLL FREE
1-B00-422-4133

AT LEAST TWO DAYS

ADL

PLANNING ---
DATE:

ASSOCIATES __ _ JOB NO:

SCALE:

LAND PLANNING
LANDSCAPE ARCHITECTURE DRAWN BY:
--------------
2979 STATE STREET SUITE "C"
CARLS 8 AD, CA. 9 2 0 0 8 (760)729-8637 FAl:(760)729-8324 ,,_1,1..\DSC,-1,0
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INSPECTOR DATE
~ CITY OF CARLSBAD Lill 3 PLANNING DIVISION 3
0-------t-----t-------------i-------t-------t-------t------1 I LANDSCAPE IMPROVEMENT PLANS FOR:

EL CAMINO REAL

ROADWAY IMPROVEMENTS
FROM SUNNY CREEK Rd TO JACKSPAR Dr
>----+-----+-----------------+----e-------+----+-------1 1 APPROVED: H .... ~ A~ HOSSEIN AJIDEH >----+-----+-----------------+---f-----+----+-------1 I ENGINEERING MANAGER RCE 75991 EXPIRES 6/30/24 DATE

DATE I INITIAL

ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL I g~~D si~. I PROJECT NO. II DRAWING NO.

OTHER APPROVAL CITY APPROVAL RVWD BY;:::_-:=_-=_-_-_-6094 DWG 529-1 Cl)
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00 01 01 TITLE PAGE Date Printed: March 28, 2024
Document Version: 1.0 Current Update: May 2023

CITY OF CARLSBAD

CONTRACT DOCUMENTS
FOR:

El Camino Real Widening from Sunny Creek Road to Jackspar Drive Project No. 6094
PWS24-2373TRAN
1635 Faraday Ave, Carlsbad, CA 92008
Email: [email protected]

TABLE OF CONTENTS Date Printed: March 28, 2024
Document Version: 1.0 Current Update: May 2023
Table of Contents
SECTION 1 .................................................................................................................................... 1 00 11 10 NOTICE INVITING BIDS .................................................................................................. 1

1. RECEIPT OF BIDS. ................................................................................................................. 1

2. DESCRIPTION OF WORK. ...................................................................................................... 1

3. COMPLETION OF WORK. ..................................................................................................... 1

4. OPENING AND AWARD OF BIDS. ......................................................................................... 1

5. PERIOD FOR AWARD. ........................................................................................................... 1

6. BIDDER QUALIFICATIONS..................................................................................................... 2

7. PRE-BID CONFERENCE. ........................................................................................................ 2

8. OBTAINING CONTRACT DOCUMENTS. ................................................................................ 2

9. BID GUARANTEE AND BONDS. ............................................................................................ 2

10. PREVAILING WAGE RATES AND LABOR COMPLIANCE. ..................................................... 3

11. CALIFORNIA AIR RESOURCES BOARD ADVANCED CLEAN FLEETS REGULATIONS. ............ 3

12. PROJECT ADMINISTRATION/QUESTIONS. ......................................................................... 3 00 21 10 INSTRUCTIONS TO BIDDERS .......................................................................................... 4

1. SECURING CONTRACT DOCUMENTS. .................................................................................. 4

2. EXAMINATION OF SITE AND CONTRACT DOCUMENTS. ...................................................... 4

3. INTERPRETATION OF DRAWINGS AND DOCUMENTS. ........................................................ 5

4. QUESTIONS. ......................................................................................................................... 5

5. PRE-BID CONFERENCE. ........................................................................................................ 5

6. ADDENDA. ............................................................................................................................ 6 TABLE OF CONTENTS Date Printed: March 28, 2024
Document Version: 1.0 Current Update: May 2023

7. ALTERNATE BIDS. ................................................................................................................. 6

8. COMPLETION OF BID FORMS. ............................................................................................. 7

9. GOVERNING GENERAL PROVISIONS. ................................................................................... 7

10. MODIFICATIONS OF BIDS. .................................................................................................. 8

11. BID GUARANTEE. ............................................................................................................... 8

12. LABOR & MATERIAL BOND AND PERFORMANCE & WARRANTY BOND REQUIREMENTS. 9

13. SUBSTITUTION OF SECURITY. ............................................................................................ 9

14. OPTIONAL ESCROW FOR SECURITY DEPOSIT. ................................................................... 9

15. INSURANCE REQUIREMENTS. ............................................................................................ 9

16. LICENSING REQUIREMENTS. ............................................................................................ 10

17. SUBCONTRACTORS. ......................................................................................................... 11

18. BIDDER INFORMATION AND EXPERIENCE FORM. ........................................................... 12

19. NON-COLLUSION AFFIDAVIT. .......................................................................................... 12

20. IRAN CONTRACTING ACT OF 2010. .................................................................................. 12

21. PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION. ..................................... 12

22. PREVAILING WAGES. ........................................................................................................ 13

23. DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS. ............................................ 13

24. SIGNING OF BIDS. ............................................................................................................ 14

25. SUBMISSION OF SEALED BIDS. ........................................................................................ 14

26. OPENING OF BIDS. ........................................................................................................... 15

27. WITHDRAWAL OF BID. ..................................................................................................... 15

28. BIDDERS INTERESTED IN MORE THAN ONE BID. ............................................................. 16 TABLE OF CONTENTS Date Printed: March 28, 2024
Document Version: 1.0 Current Update: May 2023

29. SALES AND OTHER APPLICABLE TAXES, PERMITS, LICENSES, AND FEES. ........................ 16

30. PERMIT AND INSPECTION FEE ALLOWANCE. .................................................................. 16

31. BASIS OF AWARD; BALANCED BID. .................................................................................. 16

32. AWARD PROCESS. ............................................................................................................ 17

33. EXECUTION OF CONTRACT. ............................................................................................. 17

34. BUSINESS LICENSE. .......................................................................................................... 17

35. PARTICIPATION OF MINORITY AND WOMEN-OWNED BUSINESSES. .............................. 17

36. USE OF RECYCLED MATERIALS. ........................................................................................ 17

37. STATUTORY REFERENCES. ............................................................................................... 17 00 41 00 BID FORM .................................................................................................................... 18

1. BID SCHEDULE. ............................................................................................................... 19

2. TOTAL BID PRICE. ........................................................................................................... 20

3. RECITALS. ....................................................................................................................... 21 00 43 10 BID BOND FORM ......................................................................................................... 27 00 43 20 BID SECURITY............................................................................................................... 29 00 43 30 PROPOSED SUBCONTRACTORS FORM ........................................................................ 30 00 43 40 BIDDER INFORMATION AND EXPERIENCE FORM ....................................................... 32

1. INFORMATION ABOUT BIDDER. ..................................................................................... 32

2. LIST OF CURRENT PROJECTS (BACKLOG). ...................................................................... 34

3. VERIFICATION AND EXECUTION. .................................................................................... 38 00 45 10 NON-COLLUSION AFFIDAVIT ....................................................................................... 39 00 45 15 IRAN CONTRACTING ACT CERTIFICATION ................................................................... 40 TABLE OF CONTENTS Date Printed: March 28, 2024
Document Version: 1.0 Current Update: May 2023
00 45 20 PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION .................................. 41 00 45 25 CERTIFICATE OF INSURANCE ....................................................................................... 42 00 45 30 STATEMENT REGARDING DEBARMENT ...................................................................... 43 00 45 35 DISCLOSURE OF DISCIPLINE RECORD .......................................................................... 44 00 52 00 CONTRACT ................................................................................................................... 46 00 61 10 LABOR AND MATERIALS BOND ................................................................................... 50 00 61 20 FAITHFUL PERFORMANCE AND WARRANTY BOND .................................................... 53 00 61 30 OPTIONAL ESCROW AGREEMENT ............................................................................... 57 SPECIAL PROVISIONS ................................................................................................................. 60 00 74 00 AGENCY SUPPLEMENTAL PROVISIONS TO GREENBOOK .......................................... 176 INTRODUCTION ................................................................................................................... 176 PART 2 CONSTRUCTION MATERIALS ................................................................................... 176 PART 3 CONSTRUCTION METHODS ..................................................................................... 207 PART 4 EXISTING IMPROVEMENTS ...................................................................................... 223 PART 5 PIPELINE SYSTEM REHABILITATION......................................................................... 229 PART 6 TEMPORARY TRAFFIC CONTROL ............................................................................. 241 PART 7 STREET LIGHTING AND TRAFFIC SIGNALS ............................................................... 242 PART 8 LANDSCAPING AND IRRIGATION ............................................................................. 254 SECTION 2 ................................................................................................................................ 283 01 11 00 SUMMARY OF WORK ................................................................................................ 283 PART 1 GENERAL .................................................................................................................. 283

ATTACHMENTS

TABLE OF CONTENTS Date Printed: March 28, 2024
Document Version: 1.0 Current Update: May 2023
A – Permission for Right of Entry to Rancho Carlsbad HOA B – Grant Deed and Temporary Construction Easements
C – Geotechnical Investigation Report by Allied Geotechnical Engineers, Inc.

D – Storm Water Quality Technical Memo
E – CARB Fleet Compliance Certification

00 11 10 NOTICE INVITING BIDS Date Printed: March 28, 2024 Document Version: 1.0 Current Update: May 2023

Page 1 ends

Carlsbad City CouncilApril 16, 2024

Carlsbad City Council
April 16, 2024