2026-09-23 Item 10D Park Equipment Replacement at Wiro and Orpheus Park Design Immunity — Encinitas City Council, September 23, 2026

AGENDA REPORT
City Council

MEETING
DATE:

September 23, 2026

PREPARED
BY:

Braden DeWhite
Engineer I

DEPARTMENT
DIRECTOR:

Daniel S. Nutter, PE
DEPARTMENT: Engineering CITY
MANAGER:

Jennifer Campbell
SUBJECT:

Approve the Design for the Park Equipment Replacement at Wiro and Orpheus Parks Project (CP23D) and Authorize Advertisement for Construction.

RECOMMENDED ACTION:
1) Approve the design and plans for the Park Equipment Replacement at Wiro and Orpheus Parks Project (CP23D). (Attachments 2 & 3).
2) Adopt City Council Resolution No. 2026-73 titled, “A Resolution of the City Council of the City of Encinitas, California, Approving the Design and Plans for Construction of the Park Equipment Replacement at Wiro and Orpheus Parks Project (CP23D), Pursuant to Government Code Section 830.6.” (Attachment 4)
3) Authorize the advertisement of the Park Equipment Replacement at Wiro and Orpheus Parks Project (CP23D) for construction bids.

ENVIRONMENTAL CONSIDERATIONS:

There are separate environmental considerations for Wiro Park and Orpheus Park.

Wiro Park:

The proposed project is exempt under State CEQA Guidelines Section 15301 – Existing Facilities, which is a Class 1 exemption. Class 1 exemptions, "consists of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use". Additionally, the proposed project is exempt under State CEQA Guidelines Section 15302 - Replacement or Reconstruction, which is a Class 2 exemption.

Class 2 exemptions, "consists of replacement or reconstruction of existing structures and facilities where the new structure will be located on the same site as the structure replaced and will have substantially the same purpose and capacity as the structure replaced". Furthermore, within State CEQA Guidelines Section 15302, CEQA Guidelines Section 15302(b) would apply, for the 2026-09-23 Item #10D Page 1 of 30
"replacement of a commercial structure with a new structure of substantially the same size, purpose and capacity". The proposed project consists of a request for approval of a Substantial Conformance Permit for the removal and replacement of existing playground equipment, safety surfacing and drainage improvements for the existing community park.

Orpheus Park:

The proposed project is exempt under State CEQA Guidelines Section 15301 – Existing Facilities, which is a Class 1 exemption. Class 1 exemptions, “consists of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use”. Additionally, the proposed project is exempt under State CEQA Guidelines Section 15302 - Replacement or Reconstruction, which is a Class 2 exemption.

Class 2 exemptions, “consists of replacement or reconstruction of existing structures and facilities where the new structure will be located on the same site as the structure replaced and will have substantially the same purpose and capacity as the structure replaced”. The proposed scope of work includes the removal and replacement of existing playground equipment, safety surfacing and drainage improvements for the existing community park.

This item does not relate to the Climate Action Plan.

GENERAL PLAN/CITY COUNCIL FOCUS AREAS:

The recommended action aligns with Focus Area 2 of the FY 2026-27 City Council Work Plan “Effective & Reliable City Services, Infrastructure, and Communications” by maintaining and improving critical City services and infrastructure.

FISCAL CONSIDERATIONS:

There are no fiscal impacts associated with the recommended actions. Staff will return to City Council with construction bid results, and a recommendation to fund and award a construction contract in late 2026.

BACKGROUND:

Wiro Park:

On February 27, 1990, the City of Encinitas Planning Commission approved TM 89-173 consisting of 10 residential lots and one park lot. The Colony, as the development was known, spanning 11th Street to the north down to El Camino Del Norte to the south and encompassing Jacquelene Court, dedicated its Lot 11 to become the east half of Wiro Park. This half of the Park was to include a playground and several picnic tables. On April 22, 1992, the City accepted the works of improvement on Wiro Park.

On February 28, 1991, the City of Encinitas Planning Commission approved TM 90-163 consisting of 10 residential lots and one park lot. The Colony II Estates, as the development was known, also spanning from 11th Street to the north down to El Camino Del Norte to the south and encompassing Corina Court, dedicated its Lot 10 to become the west half of Wiro Park. This half of the park was to include a lawn area and a picnic table. On April 27, 1994, the City accepted the works of improvement on Wiro Park (Phase II).
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On January 18, 2023, City Council approved several applications for State of California Parks and Recreation Specified Grant Funds through Resolution No. 2023-07, titled “Resolution of the City Council of the City of Encinitas Approving Applications for Specified Grant Funds from Budget Act 2022/23.” One of the successful park project applications was a request for $600,000 to replace the playground equipment at Wiro Park and Orpheus Park. Grant funding for this project was added to the capital budget through Resolution No. 2023-08, titled “A Resolution of the City Council of the City of Encinitas Amending the Fiscal Year 2022-23 Budget.” On December 12, 2024, staff held a Citizen Participation Program (CPP) Neighborhood Meeting for Wiro Park. Residents were able to view preliminary layouts for playground equipment for the park and provide comments.

On April 15, 2025, Staff presented to the Parks & Recreation Commission the updated playground for Wiro Park that resulted from the CPP Neighborhood Meeting. The Commission recommended approval of the design for Wiro Park, with a request for a small design change, which was incorporated by staff.

On May 29, 2025, City staff held a Community Input Meeting at Wiro Park to present the final design of the park equipment replacement project and obtain additional input from residents.

Residents provided positive feedback regarding the re-design of the playground equipment.

On August 18, 2026, City staff presented the revised playground equipment design to the Parks & Recreation Commission one again, which included input from the community input meeting held on May 29, 2025. The Commission recommended approval of the playground equipment layout.

Orpheus Park:

On May 6, 1992, City Council authorized the award of the Orpheus Neighborhood Park Project to Plaza Landscape, Incorporated. The total project budget was $486,387. The project was completed within the budgeted amount. The project consisted of site demolition, site grading, street improvements, utility relocation, retaining walls, concrete walks, play area, picnic shelter, picnic tables, fencing, installation of landscape irrigation system and landscape planting.

On September 15, 1993, City Council accepted the work and authorized the issuance of a Notice of Completion for the Orpheus Neighborhood Park Project.

On January 18, 2023, City Council approved several applications for State of California Parks and Recreation Specified Grant Funds through Resolution No. 2023-07, titled “Resolution of the City Council of the City of Encinitas Approving Applications for Specified Grant Funds from Budget Act 2022/23.” One of the successful park project applications was a request for $600,000 to replace the playground equipment at Wiro Park and Orpheus Park. Grant funding for this project was added to the capital budget through Resolution No. 2023-08, titled “A Resolution of the City Council of the City of Encinitas Amending the Fiscal Year 2022-23 Budget.” On December 3, 2024, staff held a Citizen Participation Program (CPP) Neighborhood Meeting for Orpheus Park. Residents were able to view preliminary layouts for playground equipment for the park and provide comments.
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On April 15, 2025, Staff presented to the Parks & Recreation Commission the updated playground and adult fitness equipment layouts for Orpheus Park, that resulted from the CPP Neighborhood Meeting and approved them.

On January 27, 2026, a Zoning Administrative Hearing for the Project’s Coastal Development Permit (CDP-008209-2025) was held at City Hall, hosted by Development Services.

On August 25, 2026, City staff held a Community Input Meeting for Orpheus Park to obtain additional resident input on the final design of the park’s equipment replacement and provide a progress schedule. Community members in attendance supported the design of the playground equipment.

ANALYSIS:

Design for the Park Equipment Replacement at Wiro and Orpheus Parks Project is now complete.

The project will replace the existing playground equipment at both parks, with two additive alternates planned for Orpheus Park. The current sand and poured-in-place rubber surfacing will be replaced with engineered wood mulch at Orpheus Park and poured-in-place rubberized surfacing at Wiro Park.

In addition to the playground improvements, Orpheus Park includes the design of two additive alternates beyond the park equipment that are not grant eligible expenses. Additive Alternate 1 involves replacement of the existing picnic shade shelter, and Additive Alternate 2 involves the construction of an adult fitness area located south of the playground.

California Government Code Section 830.6 provides a statutory defense to public entities by providing design immunity against claims arising out of an alleged design defect. In order to take advantage of the design immunity defense, the plan or design requires discretionary approval prior to construction by the legislative body or other employee exercising discretionary authority to give such approval. Staff is presenting the design and plans for the City Council’s approval prior to soliciting construction bids on the project. The City Engineer has the technical background to review and oversee public works projects, and approves the design and plans, as prepared.

If the recommended actions are approved, staff will solicit construction bids and will return to City Council with an award recommendation in late 2026. Construction is expected to begin in Spring/Summer 2027, pending a schedule from the selected contractor on the expected lead times for the playground equipment.

ATTACHMENT(S):

1. Vicinity Map – Wiro and Orpheus Parks

2. Wiro Park Improvements Plans

3. Orpheus Park Improvements Plans

4. Resolution No. 2026-73 titled, “A Resolution of the City Council of the City of Encinitas, California, Approving the Design and Plans for Construction of the Park Equipment Replacement at Wiro and Orpheus Parks Project (CP23D), Pursuant to Government Code Section 830.6.”
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Vicinity Map - Wiro and Orpheus Parks
8/20/2026
0 0.2 0.4 0.8 mi
0 0.33 0.65 1.3 km
1:30,000
Orpheus Park Rancho Santa Fe Rd
Wiro Park
Attachment 1
2026-09-23 Item #10D Page 5 of 30
DRAWING NO. SHEET OF 10 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK CITY OF ENCINITAS - ENGINEERING DEPARTMENT DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: DATUM: DESIGNED BY: DRAWN BY: CHECKED BY: JF EC JF PLANS PREPARED UNDER SUPERVISION OF LANDSCAPE ARCHITECT'S NAME DATE: LIC. NO.: EXP.: WIRO PARK IMPROVEMENTS PLANNING CASE NO: SUBC-008211-2025 AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. DATE JEREMY FRANZINI 6/30/27 ENGINEERING DEPARTMENT APPROVALS RECOMMENDED: APPROVED: MATTHEW J. WIDELSKI DANIEL S. NUTTER DATE DATE BETWEEN STATIONS 1029 & 1020 IE N 48'14'22" E ROS 18416 120.564 NAVD88 CTRL #1020 4514 9/1/26 SI-184 1 BMP PROJECT STATUS STANDARD -or- PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOA / HOMEOWNER / AGENT, etc. IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON AS DOC. #: 5050 Avenida Encinas, Ste 260 Carlsbad, CA 92008 Phone: (760) 476-9193 WWW.MBAKERINTL.COM VICINITY MAP NOT TO SCALE PROJECT SHALL COMPLY WITH THE 2019 CBC, CMC, CPC, AND CEC AS AMENDED BY CITY ORDINANCE AND 2019 TITLE 24 ENERGY REQUIREMENT PROJECT SITE LANDSCAPE ARCHITECT: MICHAEL BAKER INTERNATIONAL 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CA 92008 CONTACT: JEREMY FRANZINI PHONE #: (949) 472-3415 PLAYGROUND DESIGN/ MANUFACTURER: GREAT WESTERN RECREATION OR APPROVED EQUAL CONTACT: KJ LECESNE PHONE #: (619) 876-6623 1. CONSTRUCTION SHALL CONFORM TO THE FOLLOWING: - PROJECT PLANS AND SPECIFICATIONS - SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD), CURRENT EDITION - GREENBOOK - STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2024 EDITION) - STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION - ALL OTHER APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND GUIDELINES - SATISFACTION OF THE CITY OF ENCINITAS 2. APPROVAL OF THESE PLANS BY THE CITY DOES NOT AUTHORIZE ANY WORK TO BE PERFORMED UNTIL A PERMIT / NOTICE TO PROCEED HAS BEEN ISSUED. 3. THE CONTRACTOR MUST NOTIFY THE CITY PROJECT MANAGER AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING ANY CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND HAVE COMPLETE CONTROL OVER THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES USED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 5. THE CONTRACTOR SHALL ENSURE THE JOB SITE CONDITIONS DURING CONSTRUCTION OF THIS PROJECT ARE SAFE FOR ALL PERSONS AND PROPERTY. 6. ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND UTILITY FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO BEGINNING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. 72 HOURS BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND FACILITIES BY CONTACTING UNDERGROUND SERVICE ALERT AT 1-800-422-4133. THE CONTRACTOR MUST ALSO INDIVIDUALLY CONTACT OPERATORS OF GRAVITY SEWER SYSTEMS AND CERTAIN OTHER UTILITIES, WHO ARE NOT MEMBERS OF UNDERGROUND SERVICE ALERT. THE CONTRACTOR SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED TO UTILITY FACILITIES DUE TO THIS CONSTRUCTION. 7. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, INSPECTIONS, AND FEES NECESSARY TO COMPLETE THIS CONSTRUCTION. 8. IF HAZARDOUS MATERIALS ARE ENCOUNTERED, IMMEDIATELY NOTIFY THE CITY PROJECT MANAGER. 9. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS OR IN THE SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE CITY PROJECT MANAGER BEFORE PROCEEDING WITH THE WORK IN QUESTION. 10. THE CONTRACTOR SHALL CONFIRM BY FIELD MEASUREMENTS THE LOCATION AND ELEVATIONS OF ALL IMPROVEMENTS PROPOSED TO BE CONSTRUCTED PRIOR TO ACTUAL CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE CITY, AS NECESSARY, TO ENSURE NO CONFLICTS ARISE BETWEEN THE PROPOSED PARK IMPROVEMENTS AND ANY OTHER WORK. 11. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION, INCLUDING THE PLAYGROUND ELEMENTS AND PROPER FALL-ZONES/ SAFETY ZONES TO ENSURE COMPLIANCE WITH ASTM F 1487 AND U.S. CONSUMER PRODUCT SAFETY COMMISSION (CPSC). 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, PAVEMENT, CURBS, TRAFFIC STRIPING AND MARKINGS, STRUCTURES, TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, AS A RESULT OF THEIR OPERATIONS, AND WILL BE REQUIRED TO REPAIR, REMODEL, OR REPLACE DAMAGE TO THE SATISFACTION OF, AND AS DIRECTED BY, THE CITY PROJECT MANAGER OR UTILITY COMPANY. 13. THE WORK SITE SHALL BE MAINTAINED IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY PROJECT MANAGER. THE CONTRACTOR SHALL IMMEDIATELY HAUL AWAY AND DISPOSE OF, OFF THE PROJECT SITE, ALL EXCESS EXCAVATED MATERIAL AND CONSTRUCTION DEBRIS. ALL DISPOSALS SHALL BE AT THE CONTRACTOR'S EXPENSE AT AN APPROVED FACILITY. 14. THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS AND SPECIFICATIONS FOR THIS PROJECT ON THE SITE AT ALL TIMES, AND SHALL BE FAMILIAR WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS. 15. THE CONTRACTOR SHALL MAKE AVAILABLE FOR THE CITY PROJECT MANAGER'S REVIEW, ON A DAILY BASIS, AS BUILT DRAWINGS FOR WORK PERFORMED UP TO AND INCLUDING THE PREVIOUS DAYS ACTIVITIES. 16. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, ASPHALT CONCRETE OR P.C.C. PAVING WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THE PROJECT, SHALL BE JOINED, OR MATCHED IN A MANNER SATISFACTORY TO THE CITY PROJECT MANAGER, INCLUDING NECESSARY SAWCUTTING, REMOVAL, REPLACEMENT OR CAPPING. 17. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION AND SHALL NOTIFY THE CITY PROJECT MANAGER OF ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONS. GENERAL NOTES BEFORE BEGINNING THE WORK SHOWN IN THESE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL CALL FOR UTILITY MARK-OUT, "CALL BEFORE YOU DIG" AT 811 OR 1-800-422-4133. UTILITY ALERT CONSULTANT LIST CIVIL ENGINEER: MICHAEL BAKER INTERNATIONAL 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CA 92008 CONTACT: JECELYN MARTINEZ PHONE #: (760) 603-6250 SURVEYOR: MICHAEL BAKER INTERNATIONAL 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CA 92008 CONTACT: RAMZY DECASTRO PHONE #: (858) 614-5039 SITE PLAN/ PRELIMINARY GRADING PLAN CONTACT INFORMATION PROJECT DATA SITE ADDRESS: 2232 EL CAMINO DEL NORTE, ENCINITAS, CA 92024 LEGAL DESCRIPTION: TR 12991 LOT 10 & TR 12833 LOT 11*ST CLSD& THE SCOPE OF WORK FOR THIS PROJECT INCLUDES: DEMOLITION OF EXISTING PLAYGROUND EQUIPMENT AND SAFETY SURFACING, INSTALLATION OF NEW PLAY EQUIPMENT, SAFETY SURFACING, AND DRAINAGE. EXISTING AND PROPOSED LAND USE: PARK OVERLAYS: SCENIC VIEW, SPECIAL STUDY, CULTURAL:H APN: 2655002100 & APN: 2655001100 ZONE: ER / OS / PK GENERAL PLAN: ER / OS / PK WASTEWATER: CARDIFF SANITARY DIVISION WATER: OLIVENHAIN WATER DISTRICT USE PERMITS: SUBC-008211-2025 NO. DESCRIPTION 1 TITLE SHEET 2 CIVIL NOTES 3 SITE PLAN 4 DEMOLITION PLAN 5 GRADING AND DRAINAGE PLAN 6 GRADING AND DRAINAGE DETAILS 7 PLAYGROUND CONSTRUCTION PLAN 8 PLAYGROUND CONSTRUCTION DETAILS 9 PLAYGROUND EQUIPMENT LAYOUT 10 EQUIPMENT ELEVATIONS SHEET INDEX PROPERTY OWNER/ APPLICANT: CITY OF ENCINITAS, ADDRESS: 505 SOUTH VULCAN AVE, ENCINITAS, CA 92024 AGENT/ REPRESENTATIVE: CARLOS BALDENEGRO, SENIOR ENGINEER, (760) 633-2763 TOTAL AREA OF LAND DISTURBANCE: 2,113 SF PROPOSED IMPERVIOUS SURFACES: 2,113 SF LOT ACREAGE: 1.02 AC GIS LOT SQUARE FOOTAGE: 44,585 SF GIS PARKS AND RECREATION SIGN DATE ENCINITAS FIRE DEPARTMENT SIGN DATE PLANNING DIVISION SIGN DATE PUBLIC WORKS SIGN DATE PLANS FOR THE CONSTRUCTION OF WIRO PARK IMPROVEMENTS IN THE CITY OF ENCINITAS PROJECT NO. CP23D 2232 EL CAMINO DEL NORTE TITLE SHEET FOR:
2026-09-23 Item #10D Page 6 of 30
DRAWING NO.

SHEET OF 10
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK CITY OF ENCINITAS - ENGINEERING DEPARTMENT DESCRIPTION:

LOCATION:

RECORD FROM:

ELEVATION: DATUM:

JF EC JF

PLANS PREPARED UNDER SUPERVISION OF

LANDSCAPE ARCHITECT'S NAME
DATE:

LIC. NO.:

EXP.:

WIRO PARK IMPROVEMENTS
PLANNING CASE NO: SUBC-008211-2025

AS-BUILT APPROVALS

ENGINEER'S NAME DATE

CITY ENGINEER DATE

PUBLIC WORKS

PLANNING

REVIEWER

INSPECTOR
INT. DATE

JEREMY FRANZINI
6/30/27
5050 Avenida Encinas, Ste 260
Carlsbad, CA 92008
Phone: (760) 476-9193
WWW.MBAKERINTL.COM

ENGINEERING DEPARTMENT APPROVALS
RECOMMENDED: APPROVED:

MATTHEW J. WIDELSKI DANIEL S. NUTTER

DATE DATE
BETWEEN STATIONS 1029 & 1020 IE
N 48'14'22" E
ROS 18416
120.564 NAVD88
CTRL #1020
4514
3/4/26 SI-185
2 ON-SITE CONSTRUCTION MATERIAL STORAGE
· STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES

SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL

STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.

TRAINING
· CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF

ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE

PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.

WASTE MANAGEMENT
· CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE

PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. · NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER.

BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTER TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS.

DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTER WITHOUT LIDS

SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED

WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATE · MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS,

VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR

INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTER CALL EDCO AT (760) 436-4151. · POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND

RECYCLING RECEPTACLES AROUND THE SITE
· PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT

AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. · ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. · FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND

REQUIREMENTS PLEASE CONTACT THE ENGINEERING DIVISION, CITY OF ENCINITAS AT (760) 633-2770.

GENERAL GRADING NOTES

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD

SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION

STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.

2. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC

RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.

3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.

4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR

DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.

5. THE CITY SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS

DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.

6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,

INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.

7. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.

8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770.

9. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED

CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE

DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.

10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO: -G HAS

BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE

FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.

11. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE

WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE

AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS

UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.

12. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND

OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.

13. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND

EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS

AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND

TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.

14. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED,

PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE

THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED

FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.

15. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE

INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL

DIVERT, DIRECT OR TEMPORARILY HALT GROUND-DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE

PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE

DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST,

HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES

DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE

EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME.

GENERAL GRADING NOTES CONTINUED

18. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN

REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACTIVITY, THE

PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED

REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY

OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS

DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADITIONALLY AND

CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE

CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A

TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING

THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS

DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW.

AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO

WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE

OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU (“IN PLACE”), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE

THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON-SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR.

GENERAL RIGHT OF WAY NOTES:

1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT-OF-WAY WITHOUT

THE FULL KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE NOTICE OF THE INITIATION OF PERMITTED USE AT (760) 633-2796 OR 633-2797, OR AS STATED ON THE PERMIT.

2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED FOR LOCATION OF UNDERGROUND UTILITIES AT 1-800-422-4133. THE PROPOSED DIG AREA MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA).

3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID CALIFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIATE CLASS.

4. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE

CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR

CONSTRUCTION OF PERMITTED WORKS WITHIN THE CITY RIGHT-OF-WAY, WITH A COPY OF

THE PERMIT INCLUDING THESE STANDARD CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA TRAFFIC CONTROL HANDBOOK

SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER WORK IS IN PROGRESS

5. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY

SPECIFICATIONS AND APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE.

CERTIFICATION FOR ALL MATERIALS AND WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT

FOR ANY COMPACTION TESTING SHALL BE BY THE PERMITTEE CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE CITY.

6. NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR HOLIDAYS. ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE

CONDITIONS MUST RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 633-2770.

7. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE STARTED BEFORE 7:30 A.M. OR CONTINUE AFTER 5:00 P.M. ON WEEKDAYS.

8. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN TO TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3:00 P.M. ON MAJOR ROADS, DEFINED HEREIN.)

9. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC

REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE.

10. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. REFER TO THE CITY'S STANDARD DRAWING DATED SEPTEMBER 30, 1996.

11. NO TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS SHALL BE PERMITTED. IMPROVEMENTS SHALL BE REMOVED AND REPLACED JOINT TO JOINT.

12. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE ALLOWED ON CITY STREETS. VIOLATIONS WILL BE REFERRED FOR NPDES ENFORCEMENT AND PENALTIES.

13. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE.

14. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE

REMOVED BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD

WHICH WILL LEAVE A CLEAN NON-SKID SURFACE WITHOUT IMPAIRING, DAMAGING OR

LOOSENING THE SURF

15. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE CITY

ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT

16. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS IMMEDIATELY AFTER BACKFILLING. AFTER COMPLETION OF THE REFILLING AND

COMPACTING OF THE BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED SEPTEMBER 30, 1996, AND THE REMOVAL OF

OBSTRUCTION(S), THE PERMITTEE SHALL PROMPTLY REPLACE WITH TEMPORARY OR

PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE HIGHWAY SURFACE

REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION

OPERATIONS, ALL TO THE SATISFACTION OF THE CITY ENGINEER, AND AS SPECIFIED ELSEWHERE HEREIN. THE CITY ENGINEER MAY, AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRINGING HIMSELF; IN SUCH CASE, THE PERMITTEE SHAL BEAR THE COST OF SUCH WORK. TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE CONTINUALLY MAINTAINED.

17. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER

TYPE OF SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT WITH A STANDARD REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION SHALL BE ONE (1) INCH AC GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO THE MOST CURRENT STANDARD DRAWING. REPAIRS

TO PCC PAVEMENT SHALL BE MADE PURSUANT TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR.

18. IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO

RESURFACE OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY

HIM, OR IF THE CITY ENGINEER HAS ELECTED TO DO SUCH RESURFACING OR EPAIRING,

THE CITY ENGINEER SHALL CAUSE THE REPAIR TO OCCUR,' AND THE PERMITTEE SHALL

BE CHARGED WITH THE COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES.

19. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR APPROVAL BY THE CITY ENGINEER. ALL OSHA REGULATIONS SHALL BE MET.

20. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD

BY THE ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE CITY ENGINEER. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS.

GROUTING AND INTERMEDIATE BORE PITS MAY BE REQUIRED.

GENERAL RIGHT OF WAY NOTES (CONTINUED)

21. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANT'S SITE PLAN FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING

SIGNALIZED INTERSECTIONS, CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE CITY ENGINEER HAS A SPECIAL CONCERN.

22. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS SHALL BE CATEGORICALLY DENIED.

23. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH

IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.

24. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET

RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS

CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS PECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF

CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE

AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN

CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.

25. THE TRAFFIC LOOPS SHALL BE REPLACED WITHIN 3 DAYS OF COMPLETING WORK IN THE

AREA TO CURRENT CALTRANS STANDARD TO DETECT BICYCLES PER TRAFFIC OPERATIONS POLICY DIRECTIVE 09-06 AT NO COST TO THE CITY.

EROSION CONTROL NOTES:

1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT _________ AT (__) ____-_____, 24HOURS A DAY,

2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO

FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN

RAIN IS IMMINENT,

3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.

4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING

ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.

5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE

REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS

TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.

7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED IMPROVEMENT PLAN SHALL BE INCORPORATED HEREON.

8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.

9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.

NOTIFICATIONS:

1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO

THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE

PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT

THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY

EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: · SEWERS - CSD/ESD - (760)-633-2770 · GAS & ELECTRIC - SDGE - (760)-438-6200
· WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600
· TELEPHONE - SBC BELL - (760)-489-3411
· CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233

2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770.

3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
(760) 633-2770, ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.

CONCRETE WASHOUT
· CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH

CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.

CONSTRUCTION SITE ACCESS
· A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES.

CONSTRUCTION VEHICLES
· A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED

FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE.

EROSION CONTROL
· EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED

SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING

EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE

GROUND COVER VEGETATION, AND BONDED FIBER MATRIX
· NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. · DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. · REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE

PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. · TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES.

EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. · PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND

GRADING ACTIVITIES ARE COMPLETE
· WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED
LEGEND
EXISTING ELEVATION CONTOUR (1' INTERVAL)
PROPOSED ELEVATION CONTOUR (1' INTERVAL) 1330

PROPOSED STORM DRAIN

DIRECTION OF FLOW AT THE FINISHED SURFACE

ABBREVIATIONS

ADA AMERICAN DISABILITY ACT

APN ASSESSOR'S PARCEL NUMBER

DEMO DEMOLISH

EX EXISTING

FS FINISH SURFACE

INV INVERT

MIN MINIMUM

NO NUMBER

NTS NOT TO SCALE
O.C. ON CENTER

PCC PORTLAND CEMENT CONCRETE

PL PROPERTY LINE

PROP PROPOSED

PVC POLYVINYL CHLORIDE

SD STORM DRAIN

SF SQUARE FEET

TG TOP OF GRATE

TF TOP OF FOOTING

TYP TYPICAL
W WEST

PROPOSED RUBBERIZED PLAY SURFACE

DEMOLISH AREA

EXISTING PROPERTY LINE
2026-09-23 Item #10D Page 7 of 30
DRAWING NO.

SHEET OF 10
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK CITY OF ENCINITAS - ENGINEERING DEPARTMENT DESCRIPTION:

LOCATION:

RECORD FROM:

ELEVATION: DATUM:

JF EC JF

PLANS PREPARED UNDER SUPERVISION OF

LANDSCAPE ARCHITECT'S NAME
DATE:

LIC. NO.:

EXP.:

WIRO PARK IMPROVEMENTS
PLANNING CASE NO: SUBC-008211-2025

AS-BUILT APPROVALS

ENGINEER'S NAME DATE

CITY ENGINEER DATE

PUBLIC WORKS

PLANNING

REVIEWER

INSPECTOR
INT. DATE

JEREMY FRANZINI
6/30/27
5050 Avenida Encinas, Ste 260
Carlsbad, CA 92008
Phone: (760) 476-9193
WWW.MBAKERINTL.COM

ENGINEERING DEPARTMENT APPROVALS
RECOMMENDED: APPROVED:

MATTHEW J. WIDELSKI DANIEL S. NUTTER

DATE DATE
BETWEEN STATIONS 1029 & 1020 IE
N 48'14'22" E
ROS 18416
120.564 NAVD88
CTRL #1020
4514
9/1/26 SI-184
3 JACQUELENE CT

EL CAMINO DEL NORTE
THE SCOPE OF WORK FOR THIS PROJECT INCLUDES:

DEMOLITION OF EXISTING PLAYGROUND EQUIPMENT

AND SAFETY SURFACING, INSTALLATION OF NEW PLAY
EQUIPMENT, SAFETY SURFACING, AND DRAINAGE.

SCOPE OF WORK

WIRO PARK
APN 2655002100 & APN 2655001100

REPLACE PLAYGROUND

EQUIPMENT

REMOVE POURED-IN-PLACE

RUBBER SURFACING

REPLACE SAND AND RUBBER

SURFACING WITH POURED-IN-PLACE

RUBBER SURFACING

PARK BOUNDARY
SITE PLAN FOR:
2026-09-23 Item #10D Page 8 of 30
DRAWING NO. SHEET OF 10 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK CITY OF ENCINITAS - ENGINEERING DEPARTMENT DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: DATUM: DESIGNED BY: DRAWN BY: CHECKED BY: JF EC JF PLANS PREPARED UNDER SUPERVISION OF LANDSCAPE ARCHITECT'S NAME DATE: LIC. NO.: EXP.: WIRO PARK IMPROVEMENTS PLANNING CASE NO: SUBC-008211-2025 AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. DATE JEREMY FRANZINI 6/30/27 5050 Avenida Encinas, Ste 260 Carlsbad, CA 92008 Phone: (760) 476-9193 WWW.MBAKERINTL.COM ENGINEERING DEPARTMENT APPROVALS RECOMMENDED: APPROVED: MATTHEW J. WIDELSKI DANIEL S. NUTTER DATE DATE BETWEEN STATIONS 1029 & 1020 IE N 48'14'22" E ROS 18416 120.564 NAVD88 CTRL #1020 4514 3/4/26 SI-187 4

EL CAMINO DEL NORTE
2026-09-23 Item #10D Page 9 of 30
SI-186 5
EL CAMINO DEL NORTE NOTE: PLAYGROUND EQUIPMENT FOOTING SIZES, DEPTHS, AND LOCATIONS TO BE VERIFIED WITH MANUFACTURER SHOP DRAWINGS. CONTRACTOR SHALL COORDINATE FOOTING LOCATIONS WITH UTILITIES AND DRAINAGE PRIOR TO INSTALLATION. MARK TRENCH LOCATIONS IN THE FIELD AND IDENTIFY ANY POTENTIAL ISSUES PRIOR TO TRENCHING. DO NOT CUT ROOTS GREATER THAN 2 INCHES IN DIAMETER WITHOUT APPROVAL OF THE CITY CONSTRUCTION MANAGER. EXPOSE ROOTS BY HAND OR AIR EXCAVATION PRIOR TO CUTTING. MAKE CLEAN CUTS USING SHARP TOOLS; DO NOT RIP OR TEAR ROOTS. WHERE ROOTS LARGER THAN 2 INCHES ARE ENCOUNTERED, STOP EXCAVATION AND NOTIFY THE CITY CONSTRUCTION MANAGER. LIMIT TOTAL ROOT REMOVAL TO NO MORE THAN 25 PERCENT OF THE ROOT SYSTEM WITHIN THE AFFECTED AREA. EXCAVATION WITHIN THE CRITICAL ROOT ZONE OR AREA WITHIN THE DRIPLINE OF THE TREE CANOPY SHALL BE MINIMIZED AND COORDINATED WITH THE CITY CONSTRUCTION MANAGER. DRAWING NO. SHEET OF 10 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK CITY OF ENCINITAS - ENGINEERING DEPARTMENT DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: DATUM: DESIGNED BY: DRAWN BY: CHECKED BY: JF EC JF PLANS PREPARED UNDER SUPERVISION OF LANDSCAPE ARCHITECT'S NAME DATE: LIC. NO.: EXP.: WIRO PARK IMPROVEMENTS PLANNING CASE NO: SUBC-008211-2025 AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. DATE JEREMY FRANZINI 6/30/27 5050 Avenida Encinas, Ste 260 Carlsbad, CA 92008 Phone: (760) 476-9193 WWW.MBAKERINTL.COM ENGINEERING DEPARTMENT APPROVALS RECOMMENDED: APPROVED: MATTHEW J. WIDELSKI DANIEL S. NUTTER DATE DATE BETWEEN STATIONS 1029 & 1020 IE N 48'14'22" E ROS 18416 120.564 NAVD88 CTRL #1020 4514 3/4/26 2026-09-23 Item #10D Page 10 of 30
DRAWING NO.

SHEET OF 10
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK CITY OF ENCINITAS - ENGINEERING DEPARTMENT DESCRIPTION:

LOCATION:

RECORD FROM:

ELEVATION: DATUM:

JF EC JF

PLANS PREPARED UNDER SUPERVISION OF

LANDSCAPE ARCHITECT'S NAME
DATE:

LIC. NO.:

EXP.:

WIRO PARK IMPROVEMENTS
PLANNING CASE NO: SUBC-008211-2025

AS-BUILT APPROVALS

ENGINEER'S NAME DATE

CITY ENGINEER DATE

PUBLIC WORKS

PLANNING

REVIEWER

INSPECTOR
INT. DATE

JEREMY FRANZINI
6/30/27
5050 Avenida Encinas, Ste 260
Carlsbad, CA 92008
Phone: (760) 476-9193
WWW.MBAKERINTL.COM

ENGINEERING DEPARTMENT APPROVALS
RECOMMENDED: APPROVED:

MATTHEW J. WIDELSKI DANIEL S. NUTTER

DATE DATE
BETWEEN STATIONS 1029 & 1020 IE
N 48'14'22" E
ROS 18416
120.564 NAVD88
CTRL #1020
4514
3/4/26 SI-185
6 INLET DETAIL 1
2026-09-23 Item #10D Page 11 of 30
DRAWING NO. SHEET OF 10 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK CITY OF ENCINITAS - ENGINEERING DEPARTMENT DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: DATUM: DESIGNED BY: DRAWN BY: CHECKED BY: JF EC JF PLANS PREPARED UNDER SUPERVISION OF LANDSCAPE ARCHITECT'S NAME DATE: LIC. NO.: EXP.: WIRO PARK IMPROVEMENTS PLANNING CASE NO: SUBC-008211-2025 AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. DATE JEREMY FRANZINI 6/30/27 5050 Avenida Encinas, Ste 260 Carlsbad, CA 92008 Phone: (760) 476-9193 WWW.MBAKERINTL.COM ENGINEERING DEPARTMENT APPROVALS RECOMMENDED: APPROVED: MATTHEW J. WIDELSKI DANIEL S. NUTTER DATE DATE BETWEEN STATIONS 1029 & 1020 IE N 48'14'22" E ROS 18416 120.564 NAVD88 CTRL #1020 4514 9/1/26 SI-186 EL CAMINO DEL NORTE 7 PLAYGROUND CONSTRUCTION NOTES PROTECT-IN-PLACE. RUBBERIZED PLAY SURFACING PER SPECIFICATIONS AND DETAIL 'A' SHEET 8. PLAYGROUND EQUIPMENT PER SHEET 9. PLAYGROUND EQUIPMENT SAFETY ZONE. 1234 7 NOTES: 1. CONTRACTOR SHALL FURNISH LABOR, MATERIAL, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF THE PLAYGROUND EQUIPMENT PER THE MANUFACTURER'S INSTRUCTIONS. 2. PLAYGROUND EQUIPMENT SHALL BE INSTALLED BY A MANUFACTURER-CERTIFIED INSTALLER AND MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. PLAYGROUND INSTALLATION SHALL BE IN COMPLIANCE WITH ASTM F 1487 AND U.S. CONSUMER PRODUCT SAFETY COMMISSION (CPSC). 4. CONTRACTOR SHALL FIELD MEASURE SAFETY ZONES ON-SITE PRIOR TO INSTALLATION AND CONFIRM SPACING BETWEEN EQUIPMENT AND BOUNDARIES MEETS MINIMUM CLEARANCE REQUIREMENTS. 5. UPON COMPLETION OF THE PLAYGROUND EQUIPMENT AND SAFETY SURFACE INSTALLATION, THE CONTRACTOR SHALL PROVIDE CERTIFICATION BY A NATIONAL PLAYGROUND SAFETY INSTITUTE (NPSI) CERTIFIED PLAYGROUND INSPECTOR THAT CONFIRMS THE INSTALLED EQUIPMENT AND PROTECTIVE SURFACING IS COMPLIANT WITH ALL APPLICABLE CODES. THE INSPECTOR SHALL, AT A MINIMUM, PERFORM THE FOLLOWING TESTS AND INSPECTIONS: · PERFORM INSPECTION AND TESTING FOR EACH TYPE OF INSTALLED PLAYGROUND EQUIPMENT ACCORDING TO ASTM F 1487. · PERFORM INSPECTION AND TESTING FOR EACH TYPE OF PLAYGROUND SURFACING ACCORDING TO ASTM F 1292. PLAYGROUND EQUIPMENT ITEMS AND SURFACING WILL BE CONSIDERED DEFECTIVE IF THEY DO NOT PASS TESTS AND INSPECTIONS AND ANY DEFICIENCIES SHALL BE CORRECTED BY THE CONTRACTOR WITH NO ADDITIONAL EXPENSE TO THE CITY. 2026-09-23 Item #10D Page 12 of 30
DRAWING NO. SHEET OF 10 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK CITY OF ENCINITAS - ENGINEERING DEPARTMENT DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: DATUM: DESIGNED BY: DRAWN BY: CHECKED BY: JF EC JF PLANS PREPARED UNDER SUPERVISION OF LANDSCAPE ARCHITECT'S NAME DATE: LIC. NO.: EXP.: WIRO PARK IMPROVEMENTS PLANNING CASE NO: SUBC-008211-2025 AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. DATE JEREMY FRANZINI 6/30/27 5050 Avenida Encinas, Ste 260 Carlsbad, CA 92008 Phone: (760) 476-9193 WWW.MBAKERINTL.COM ENGINEERING DEPARTMENT APPROVALS RECOMMENDED: APPROVED: MATTHEW J. WIDELSKI DANIEL S. NUTTER DATE DATE BETWEEN STATIONS 1029 & 1020 IE N 48'14'22" E ROS 18416 120.564 NAVD88 CTRL #1020 4514 9/1/26 SI-184 8 A RUBBERIZED PLAY SURFACING N.T.S. 2 4" SLOPE VARIES 12345 EXISTING CONCRETE SIDEWALK / PLAY AREA CURB. FINISH GRADE OF RUBBERIZED PLAY SURFACING TO BE FLUSH WITH CONCRETE. RUBBERIZED PLAY SURFACING COLORED TOP LAYER PER THE SPECIFICATIONS. THICKNESS PER THE MANUFACTURER'S RECOMMENDATION. RUBBERIZED PLAY SURFACING BASE LAYER PER THE SPECIFICATIONS. THICKNESS PER THE MANUFACTURER'S RECOMMENDATIONS. COMPACTED AGGREGATE BASE. 3 4" MINUS IRREGULAR STONE WITH FINES COMPACTED TO 95% IN 2" WATERED LIFTS. SLOPE CONCRETE BASE TO DRAIN INLET PER GRADING PLANS. SLOPE VARIES. 90% MOISTURE COMPACTED SUBGRADE. 67 346571 FLUSH 2026-09-23 Item #10D Page 13 of 30
DRAWING NO. SHEET OF 10 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK CITY OF ENCINITAS - ENGINEERING DEPARTMENT DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: DATUM: DESIGNED BY: DRAWN BY: CHECKED BY: JF EC JF PLANS PREPARED UNDER SUPERVISION OF LANDSCAPE ARCHITECT'S NAME DATE: LIC. NO.: EXP.: WIRO PARK IMPROVEMENTS PLANNING CASE NO: SUBC-008211-2025 AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. DATE JEREMY FRANZINI 6/30/27 5050 Avenida Encinas, Ste 260 Carlsbad, CA 92008 Phone: (760) 476-9193 WWW.MBAKERINTL.COM ENGINEERING DEPARTMENT APPROVALS RECOMMENDED: APPROVED: MATTHEW J. WIDELSKI DANIEL S. NUTTER DATE DATE BETWEEN STATIONS 1029 & 1020 IE N 48'14'22" E ROS 18416 120.564 NAVD88 CTRL #1020 4514 9/1/26 SI-184 9 PRELIMINARY DRAWINGS - NOT FOR CONSTRUCTION. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL AND SHALL OBTAIN ALL REQUIRED PERMITS. 2026-09-23 Item #10D Page 14 of 30
22'-0"

MAXIMUM ALLOWABLE HEIGHT TOP OF RUBBER SURFACE TOP OF GROUND SURFACE 10"
MAX DRAWING NO. SHEET OF 10 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK CITY OF ENCINITAS - ENGINEERING DEPARTMENT DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: DATUM: DESIGNED BY: DRAWN BY: CHECKED BY: JF EC JF PLANS PREPARED UNDER SUPERVISION OF LANDSCAPE ARCHITECT'S NAME DATE: LIC. NO.: EXP.: WIRO PARK IMPROVEMENTS PLANNING CASE NO: SUBC-008211-2025 AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. DATE JEREMY FRANZINI 6/30/27 5050 Avenida Encinas, Ste 260 Carlsbad, CA 92008 Phone: (760) 476-9193 WWW.MBAKERINTL.COM ENGINEERING DEPARTMENT APPROVALS RECOMMENDED: APPROVED: MATTHEW J. WIDELSKI DANIEL S. NUTTER DATE DATE BETWEEN STATIONS 1029 & 1020 IE N 48'14'22" E ROS 18416 120.564 NAVD88 CTRL #1020 4514 9/1/26 SI-184 10 PLAYGROUND EQUIPMENT ELEVATION - WEST SCALE: 3/8" = 1' NOTE: THE HEIGHT OF THE EXISTING PLAYGROUND EQUIPMENT IS 8' - 11" 2026-09-23 Item #10D Page 15 of 30
DRAWING NO. SHEET OF 12 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING DEPARTMENT DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: DATUM: DESIGNED BY: DRAWN BY: CHECKED BY: JF EC JF PLANS PREPARED UNDER SUPERVISION OF LANDSCAPE ARCHITECT'S NAME DATE: LIC. NO.: EXP.: ORPHEUS PARK IMPROVEMENTS PLANNING CASE NOS: MULTI-008207-2025, SUBC-008208-2025, CDP-008209-2025, CPP-006909-2024 AS-BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. DATE RECOMMENDED: APPROVED: MATTHEW J. WIDELSKI DANIEL S. NUTTER DATE DATE JEREMY FRANZINI BETWEEN STATIONS 1028 & 1026 IE N 79'26'23" E ROS 18416 268.057 NAVD88 CTRL #1028 6/30/27 4514 9/1/26 SI-185 1 BMP PROJECT STATUS STANDARD -or- PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOA / HOMEOWNER / AGENT, etc. IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON AS DOC. #: PARKS AND RECREATION SIGN DATE 5050 Avenida Encinas, Ste 260 Carlsbad, CA 92008 Phone: (760) 476-9193 WWW.MBAKERINTL.COM LANDSCAPE ARCHITECT: MICHAEL BAKER INTERNATIONAL 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CA 92008 CONTACT: JEREMY FRANZINI PHONE #: (949) 472-3415 PLAYGROUND DESIGN/ MANUFACTURER: GREAT WESTERN RECREATION OR APPROVED EQUAL CONTACT: KJ LECESNE PHONE #: (619) 876-6623 1. CONSTRUCTION SHALL CONFORM TO THE FOLLOWING: - PROJECT PLANS AND SPECIFICATIONS - SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD), CURRENT EDITION - GREENBOOK - STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2024 EDITION) - STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION - ALL OTHER APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND GUIDELINES - SATISFACTION OF THE CITY OF ENCINITAS 2. APPROVAL OF THESE PLANS BY THE CITY DOES NOT AUTHORIZE ANY WORK TO BE PERFORMED UNTIL A PERMIT / NOTICE TO PROCEED HAS BEEN ISSUED. 3. THE CONTRACTOR MUST NOTIFY THE CITY PROJECT MANAGER AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING ANY CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND HAVE COMPLETE CONTROL OVER THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES USED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 5. THE CONTRACTOR SHALL ENSURE THE JOB SITE CONDITIONS DURING CONSTRUCTION OF THIS PROJECT ARE SAFE FOR ALL PERSONS AND PROPERTY. 6. ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND UTILITY FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO BEGINNING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. 72 HOURS BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND FACILITIES BY CONTACTING UNDERGROUND SERVICE ALERT AT 1-800-422-4133. THE CONTRACTOR MUST ALSO INDIVIDUALLY CONTACT OPERATORS OF GRAVITY SEWER SYSTEMS AND CERTAIN OTHER UTILITIES, WHO ARE NOT MEMBERS OF UNDERGROUND SERVICE ALERT. THE CONTRACTOR SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED TO UTILITY FACILITIES DUE TO THIS CONSTRUCTION. 7. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, INSPECTIONS, AND FEES NECESSARY TO COMPLETE THIS CONSTRUCTION. 8. IF HAZARDOUS MATERIALS ARE ENCOUNTERED, IMMEDIATELY NOTIFY THE CITY PROJECT MANAGER. 9. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS OR IN THE SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE CITY PROJECT MANAGER BEFORE PROCEEDING WITH THE WORK IN QUESTION. 10. THE CONTRACTOR SHALL CONFIRM BY FIELD MEASUREMENTS THE LOCATION AND ELEVATIONS OF ALL IMPROVEMENTS PROPOSED TO BE CONSTRUCTED PRIOR TO ACTUAL CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE CITY, AS NECESSARY, TO ENSURE NO CONFLICTS ARISE BETWEEN THE PROPOSED PARK IMPROVEMENTS AND ANY OTHER WORK. 11. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION, INCLUDING THE PLAYGROUND ELEMENTS AND PROPER FALL-ZONES/ SAFETY ZONES TO ENSURE COMPLIANCE WITH ASTM F 1487 AND U.S. CONSUMER PRODUCT SAFETY COMMISSION (CPSC). 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, PAVEMENT, CURBS, TRAFFIC STRIPING AND MARKINGS, STRUCTURES, TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, AS A RESULT OF THEIR OPERATIONS, AND WILL BE REQUIRED TO REPAIR, REMODEL, OR REPLACE DAMAGE TO THE SATISFACTION OF, AND AS DIRECTED BY, THE CITY PROJECT MANAGER OR UTILITY COMPANY. 13. THE WORK SITE SHALL BE MAINTAINED IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY PROJECT MANAGER. THE CONTRACTOR SHALL IMMEDIATELY HAUL AWAY AND DISPOSE OF, OFF THE PROJECT SITE, ALL EXCESS EXCAVATED MATERIAL AND CONSTRUCTION DEBRIS. ALL DISPOSALS SHALL BE AT THE CONTRACTOR'S EXPENSE AT AN APPROVED FACILITY. 14. THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS AND SPECIFICATIONS FOR THIS PROJECT ON THE SITE AT ALL TIMES, AND SHALL BE FAMILIAR WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS. 15. THE CONTRACTOR SHALL MAKE AVAILABLE FOR THE CITY PROJECT MANAGER'S REVIEW, ON A DAILY BASIS, AS BUILT DRAWINGS FOR WORK PERFORMED UP TO AND INCLUDING THE PREVIOUS DAYS ACTIVITIES. 16. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, ASPHALT CONCRETE OR P.C.C. PAVING WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THE PROJECT, SHALL BE JOINED, OR MATCHED IN A MANNER SATISFACTORY TO THE CITY PROJECT MANAGER, INCLUDING NECESSARY SAWCUTTING, REMOVAL, REPLACEMENT OR CAPPING. 17. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION AND SHALL NOTIFY THE CITY PROJECT MANAGER OF ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONS. VICINITY MAP NOT TO SCALE GENERAL NOTES BEFORE BEGINNING THE WORK SHOWN IN THESE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL CALL FOR UTILITY MARK-OUT, "CALL BEFORE YOU DIG" AT 811 OR 1-800-422-4133. UTILITY ALERT CONSULTANT LIST CIVIL ENGINEER: MICHAEL BAKER INTERNATIONAL 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CA 92008 CONTACT: JECELYN MARTINEZ PHONE #: (760) 603-6250 SURVEYOR: MICHAEL BAKER INTERNATIONAL 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CA 92008 CONTACT: RAMZY DECASTRO PHONE #: (858) 614-5039 SITE PLAN/ PRELIMINARY GRADING PLAN CONTACT INFORMATION PROJECT DATA SITE ADDRESS: 482 ORPHEUS AVE, ENCINITAS, CA 92024 LEGAL DESCRIPTION: TR 1801 BLK U*LOT 11*(EX ST&DOC72-045349) BASE BID: DEMOLITION OF THE EXISTING PLAYGROUND EQUIPMENT AND SAFETY SURFACING, INSTALLATION OF NEW PLAYGROUND EQUIPMENT, SAFETY SURFACING, AND DRAINAGE IMPROVEMENTS. BID ALTERNATIVE 1: DEMOLITION OF THE EXISTING PICNIC SHELTER, CONCRETE FLATWORK, AND PICNIC TABLES, INSTALLATION OF NEW CONCRETE FLATWORK, PICNIC SHADE SHELTER, AND PRECAST CONCRETE PICNIC TABLES. BID ALTERNATIVE 2: DEMOLITION OF LAWN AREA, INSTALLATION OF NEW FITNESS EQUIPMENT, DRAIN INLET, AND SAFETY SURFACING. THE DESCRIPTIONS ABOVE ARE PROVIDED FOR GENERAL REFERENCE ONLY. REFER TO THE DRAWINGS, SPECIFICATIONS, AND CONTRACT DOCUMENTS FOR THE COMPLETE SCOPE OF WORK. EXISTING AND PROPOSED LAND USE: PARK APN: 2563010500 ZONE: ER / OS / PK GENERAL PLAN: ER/OS/PK OVERLAYS: COASTAL ZONE OVERLAY WASTEWATER: LEUCADIA WASTEWATER DISTRICT SPHERE WATER: SAN DIEGUITO WATER DISTRICT USE PERMITS: MULTI-008207-2025, SUBC-008208-2025, CDP-008209-2025, CPP-006909-2024 PROJECT SHALL COMPLY WITH THE 2019 CBC, CMC, CPC, AND CEC AS AMENDED BY CITY ORDINANCE AND 2019 TITLE 24 ENERGY REQUIREMENT NO. DESCRIPTION 1 TITLE SHEET 2 CIVIL NOTES 3 SITE PLAN 4 DEMOLITION PLAN 5 GRADING AND DRAINAGE PLAN 6 GRADING AND DRAINAGE DETAILS 7 PLAYGROUND CONSTRUCTION PLAN 8 PLAYGROUND CONSTRUCTION DETAILS 9 PLAYGROUND AND EXERCISE EQUIPMENT LAYOUT 10 EQUIPMENT ELEVATIONS 11 EQUIPMENT ELEVATIONS 12 28' HEXAGON PICNIC SHADE SHELTER SHEET INDEX PROPERTY OWNER/ APPLICANT: CITY OF ENCINITAS, ADDRESS: 505 SOUTH VULCAN AVE, ENCINITAS, CA 92024 AGENT/ REPRESENTATIVE: CARLOS BALDENEGRO, SENIOR ENGINEER, (760) 633-2763 TOTAL AREA OF LAND DISTURBANCE: 5,570 SF EXISTING IMPERVIOUS SURFACES: 790 SF PROPOSED IMPERVIOUS SURFACES: 1,430 SF CHANGE IMPERVIOUS: +640 SF GRADING QUANTITIES: 3.9 CY CUT, 1.8 CY FILL LOT ACREAGE: 2.64 AC GIS LOT SQUARE FOOTAGE: 115,190 SF GIS PROJECT SITE ENCINITAS FIRE DEPARTMENT SIGN DATE PLANNING DIVISION SIGN DATE PUBLIC WORKS SIGN DATE PLANS FOR THE CONSTRUCTION OF ORPHEUS PARK IMPROVEMENTS IN THE CITY OF ENCINITAS PROJECT NO. CP23D 482 ORPHEUS AVE TITLE SHEET FOR:
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DRAWING NO.

SHEET OF 12
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING DEPARTMENT DESCRIPTION:

LOCATION:

RECORD FROM:

ELEVATION: DATUM:

JF EC JF

PLANS PREPARED UNDER SUPERVISION OF

LANDSCAPE ARCHITECT'S NAME
DATE:

LIC. NO.:

EXP.:

ORPHEUS PARK IMPROVEMENTS
PLANNING CASE NOS: MULTI-008207-2025, SUBC-008208-2025, CDP-008209-2025, CPP-006909-2024

AS-BUILT APPROVALS

ENGINEER'S NAME DATE

CITY ENGINEER DATE

PUBLIC WORKS

PLANNING

REVIEWER

INSPECTOR
INT. DATE RECOMMENDED: APPROVED:

MATTHEW J. WIDELSKI DANIEL S. NUTTER

DATE DATE