2026-08-12 Item 08I FY26-27 Annual Drainage Repairs Project -Design Immunity

AGENDA REPORT
City Council

MEETING
DATE:

August 12, 2026

PREPARED
BY:

Ellaine Esteller DEPARTMENT
DIRECTOR:

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

Jennifer Campbell
SUBJECT:

Approve the Design for the FY 2026-27 Drainage Rehabilitation Project (CD27A) and Lake Drive Storm Drain Lining Project (CD27B) and Authorize Advertisement for Construction RECOMMENDED ACTION:
1) Approve the Design for the FY 2026-27 Annual Drainage Repairs Project (CD27A) and Lake Drive Storm Drain Lining (CD27B) (Attachment 2).
2) Adopt City Council Resolution No. 2026-63 titled, “A Resolution of the City Council of the City of Encinitas, California Approving the Design and Plans for Construction of the FY 2026-27 Drainage Rehabilitation Project (CD27A) and Lake Drive Storm Drain Lining (CD27B), Pursuant to Government Code Section 830.6.” (Attachment 3) 3) Authorize the advertisement of the FY 2026-27 Drainage Rehabilitation Project (CD27A) and Lake Drive Storm Drain Lining (CD27B) for construction bids.

ENVIRONMENTAL CONSIDERATIONS:

Pursuant to the California Environmental Quality Act (CEQA), an Environmental Initial Study (IS) was conducted for the Lake Drive Storm Drain Project, which determined that the proposed project may have potentially significant environmental effects related to biological resources, geology and soils, cultural resources, and tribal cultural resources. Specific mitigation measures were determined to avoid or mitigate the potential significant environmental impacts to below established levels of significance. A Mitigated Negative Declaration (MND) and Mitigation Monitoring and Reporting Program (MMRP) was prepared and adopted by the Planning Commission (PC Resolution No. 2026-15). A Notice of Determination was filed with the State Clearing House (SCH#2025110169) and County Clerk Office (2026-000567). All mitigation measures applicable to the Lake Drive Storm Drain Lining Project will be implemented.

The FY 2026-27 Drainage Rehabilitation Project is Categorically Exempt (CE) from the California Environmental Quality Act (CEQA) pursuant to Section 15302 (c) of the CEQA Guidelines. This section exempts the replacement and reconstruction of existing facilities that will substantially 2026-08-12 Item #08I Page 1 of 19
have the same purpose and capacity as the structure being replaced. None of the exceptions in Section 15300.2 of the CEQA Guidelines are applicable to the project.

This item does not relate to the Climate Action Plan.

GENERAL PLAN/CITY COUNCIL FOCUS AREAS:

This item relates to City Council Focus Area 2, Effective and Reliable City Services, Infrastructure, and Communications and Goal 2.2.1A to develop a City Council approved 5-year capital improvement program (including public safety projects).

FISCAL CONSIDERATIONS:

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

BACKGROUND:

The City owns and maintains an extensive storm drainage system consisting of approximately 1,789 storm drain structures and approximately 65 miles of underground pipes comprised of over 4,000 pipe segments. Prior to the City’s incorporation, storm drain pipe systems were built using corrugated metal pipe (CMP). The ages of the storm drain pipelines range from new to over 75 years old for some of the communities in Encinitas. Due to age and corrosive soils, several storm drain pipes have corroded and deteriorated and require rehabilitation or replacement to maintain the City’s drainage system. The City’s Operation and Maintenance (O&M) staff perform regular citywide cleaning of the storm drain system of debris and sediment; however, pipes throughout the network require additional maintenance.

In recent years, the City has experienced major emergency drainage projects that resulted in replacements and rehabilitation of storm drain infrastructure. To prevent further damage and protect existing assets, City Council has tasked staff with identifying and assessing the condition of all underground infrastructure and developing a five-year capital maintenance program to properly budget and maintain the citywide storm drain system.

On January 21, 2026, City Council authorized the award of a contract for the Storm Drain Condition Assessment Project (CD26B). The consultant is contracted to identify, inspect, and capture videos of underground storm drainpipes throughout the City. As an added action, City Council requested that staff identify pipes in the network that are a high priority for rehabilitation or replacement. City staff is maintaining an ongoing list of pipe segments that require critical action based on a risk-based assessment, which reviews the severity of the impacts the pipe may present should the pipe fail. The list contains maintenance recommendations per segment depending on the pipe’s condition and its level of deterioration.

On June 17, 2026, City Council approved the FY 2026-27 CIP Budget, which allocated funding to rehabilitate storm drain pipes within Lake Drive canyon, and the highest priority pipes identified to-date from the Condition Assessment inspections.
2026-08-12 Item #08I Page 2 of 19
ANALYSIS:

Design of the FY 2026-27 Drainage Repairs Project and Lake Drive Storm Drain Lining Project is complete. The scope of the work includes the rehabilitation of storm drain pipes throughout the City. The storm drain pipes selected for this project were determined based on staff analysis of the ongoing list of poor condition pipes from the Citywide Storm Drain Condition Assessment.

Considering the available budget for repairs, the 9 highest priority pipe segments are being proposed for rehabilitation, with four (4) additional pipes being considered as additive alternatives.

The locations for each segment can be found in the Vicinity Map (Attachment 1). Based on the analysis, the recommended actions are, but are not limited to, pipe replacement, pipe lining, and debris removal.

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 with a bid opening anticipated in September 2026. Staff will return to City Council with an award recommendation in September 2026. Construction is expected to begin in October 2026.

ATTACHMENT(S):

1. Vicinity Map

2. FY 2026-27 Annual Drainage Repairs & Lake Drive Repair Project Improvement Plans.

3. Resolution No. 2026-63 titled, “A Resolution of the City Council of the City of Encinitas, California, Approving the Design and Plans for the Construction of the FY 2026-27 Drainage Rehabilitation Project (CD27A) and Lake Drive Storm Drain Lining (CD27B), Pursuant to Government Code Section 830.6.”
2026-08-12 Item #08I Page 3 of 19
ATTACHMENT 1
FY 2026-27 Annual Drainage Repairs Project (CD27A & CD27B) Vicinity Map
NTS
2026-08-12 Item #08I Page 4 of 19

CITY OF ENCINITAS ENGINEERING DEPARTMENT

PLANS FOR THE CONSTRUCTION OF
FY 26/27 STORM DRAIN REHABILITATION PROJECT

VICINITY MAP

NOT TO SCALE

GENERAL NOTES

THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING DOCUMENTS:

1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS

2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREENBOOK")

3. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARDS PLANS

4. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS

5. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

6. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL TO MUTCD

7. 2025 CALIFORNIA BUILDING CODE, CALIFORNIA CODE OF REGULATIONS TITLE 24

8. 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

9. PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY, JULY 2011

PROJECT DRAWINGS AND SPECIFICATIONS

ENCINITAS

PROJECT LOCATION

GENERAL SCOPE OF WORK

1. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE CONSTRUCTION MANAGER.

2. APPROVAL OF THESE PLANS BY THE CITY OF ENCINITAS (CITY) DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF

THE LOCATION OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THIS NOTE APPLIES TO ALL PAGES.

3. THE CONTRACTOR SHALL NOT DISCHARGE OR PERMIT TO BE DISCHARGED TO ANY STREET, STORM DRAIN OR ANY APPURTENANCES

THEREOF, ANY NON-RAIN WATER OR OTHER LIQUID FROM THE PROJECT SITE OR FROM OPERATIONS PERTAINING TO THE PROJECT SITE. PER NPDES PERMIT REGULATIONS AND THE CITY'S STORM WATER POLLUTION PREVENTION PLAN REQUIREMENTS. EXISTING

STORM DRAIN FACILITIES DEPICTED ON THE PLANS ARE APPROXIMATE ONLY AND HAVE NOT BEEN VERIFIED

4. NO SURVEY WAS CONDUCTED AND NO OTHER UTILITIES ARE MAPPED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE AND/OR VERIFY THE LOCATIONS OF MANHOLES, LATERALS, AND OTHER APPURTENANCES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL VERIFY LENGTH OF STORM DRAIN SEGMENTS TO BE LINED OR REPLACED, LOCATIONS AND LIMITS OF IN SITU AND EXCAVATION POINT REPAIRS, AND STATUS OF LATERALS PIRO TO PERFORMING WORK. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IMMEDIATELY O FANY DISCREPANCIES AND SHALL HAVE THEM RESOLVED PRIOR TO COMMENDING WORK. THE

CONTRACTOR SHALL REQUEST A CLARIFICATION OF ANY CONDITIONS WHICH AREA IN CONFLICT WITH THE CONTRACT DOCUMENTS PRIOR TO CONSTRUCTION OF THE AFFECTED PORTION OF THE WORK.

5. ALL FEATURES, PROPERTY LINES, CONTOURS, ELEVATIONS, DEPTHS, AND RIGHT-OF-WAY LINES ARE APPROXIMATE (NOT SURVEYED) AND MAY VARY FROM WHAT IS DEPICTED HEREIN. PRIVATE EASEMENTS DEPICTED IN PLAN VIEW ARE APPROXIMATE, INFORMATIONAL, AND SOLEY INDICATE THE PRESENCE OF AN EXISTING EASEMENT WHICH IS DOCUMENTED IN PUBLICLY AVAILABLE RECORD DRAWINGS.

ACCESS THROUGH PRIVATE EASEMENTS SHALL BE PROVED BY RESIDENTS AND MAY CROSS OVER OR IN CLOSE PROXIMITY TO

SURFACE FEATURES SUCH AS BUT NOT LIMITED TO DECORATIVE FLATWORK, PRIVATE IRRIGATION, FENCING, GATES, AND LANDSCAPING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ONLY UTILIZE THE APPROVED ACCESS PATH DENOTED BY THE

RESIDENT AND TO RECORD A HIGH DEFINITION PRE AND POST CONSTRUCTION VIDEO OF THE ACCESS PATH AND IMPROVEMENTS WORK AREA. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONSTRUCTION MANAGER IF ANY EXISTING CONDITIONS VARIES FROM WHAT IS DEPICTED ON THE PLANS AND COULD IMPEDED CONSTRUCTION WORK EFFORTS., CREATE UNSAFE WORKING

CONDITIONS, OR MAY BE DAMAGED AND/OR PERMANENTLY STAINED BY THE COURSE OF THE WORK THAT REQUIRES ADVANCE NOTIFICATION AND COORDINATION WITH THE RESIDENT TO MITIGATE.

6. NO IMMOBILE OR OVERNIGHT STAGING OF EQUIPMENT OR MATERIALS SHALL BE ALLOWED WITHIN THE STREET RIGHT-OF-WAY.

STAGING OF EQUIPMENT OR MATERIALS ON PRIVATE PROPERTY SHALL NOT BE ALLOWED WITHOUT WRITTEN PERMISSION FROM THE PRIVATE PROPERTY OWNER TO THE CONTRACTOR.

7. CONTACTOR SHALL COMPLY WITH CALIFORNIA LABOR CODE AND CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973 TO PROVIDE AND MAINTAIN A SAFET AND HEALTHFUL WORKPLACE FOR EMPLOYEES. CONTRACTOR SHALL AT ALL TIMES COMPLY WITH THE CONFINED SPACE REGULATORY REQUIREMENTS OF CALIFORNIA CODE OF REGULATIONS TITLE 8, ARTICLE 108, SECTIONS 5156 THROUGH 5158.

8. SPECIFIC NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT.

9. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE ON THE JOB SITE COPIES OF APPLICABLE STANDARDS SHOWN ON THESE PLANS AND SPECIFICATIONS AND BE FAMILIAR WITH THEIR REQUIREMENTS.

10. UPON COMPLETION OF EACH DAY'S WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING THE WORK AREA FREE OF HAZARDS, AND SHALL PROVIDE ALL NECESSARY TEMPORARY SIGNS. WARNING DEVICES, BARRICADES AND TEMPORARY TRAFFIC PLATES. TEMPORARY ACCESS IS TO BE PROVIDED TO ALL ADJACENT RESIDENCES AND BUSINESSES DURING NON-CONSTRUCTION HOURS, AND DURING CONSTRUCTION WHENEVER POSSIBLE.

11. PRIOR TO THE START OF CONSTRUCTION, SHORING AND DEWATERING PLANS SHALL BE SUBMITTED AND APPROVED.

12. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER OF ANY ACTIONS PRESENTED HEREIN CONSIDERED UNSAFE.

13. ALL LANDSCAPING OR OTHER PROPERTY OWNER ENCROACHMENTS WHICH ARE DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN KIND, AND SHALL BE INCLUDED IN THE BID PRICES FOR WHICH THESE ITEMS ARE A PART OF.

14. ALL PIPELINE APPURTENANCES WHICH ARE REMOVED OR DAMAGED DURING INSTALLATION OF THE WORK SHALL BE REPLACED IN KIND AND SHALL BE INCLUDED IN THE BID PRICE.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR WATER. WATER WILL NOT BE PROVIDED BY THE CITY OF ENCINITAS. CONTRACTOR MUST APPLY FOR A CONSTRUCTION METER THROUGH SAN DIEGUITO WATER DISTRICT (SDWD). USE OF PROPERTY OWNER'S WATER SHALL NOT BE ALLOWED WITHOUT WRITTEN PERMISSION FROM THE PROPERTY OWNER TO THE CONTRACTOR.

16. THE CONTRACTOR SHALL NOTIFY THE CITY'S FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR PRE-CONSTRUCTION INSPECTION OF PROJECT. PHONE NO. (760) 633-2850.

17. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY'S ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN EXISTING CITY RIGHT-OF-WAY.

18. WORK LIMITS SHALL BE LIMITED TO EASEMENTS, CITY RIGHT-OF-WAY, AND APPROVED ACCESS PATHS THROUGH RESIDENTIAL PROPERTIES. RESIDENTS SHALL BE INFORMED AT LEAST 72 HOURS PRIOR TO THE USE OF THE AREA.

19. THE CONTRACTOR SHALL SUBMIT THE PROPOSED CONSTRUCTION SCHEDULE FOR ALL WORK TO BE PERFORMED UNDER THIS CONTRACT TO THE CITY FOR APPROVAL PER REQUIREMENTS IN THE SPECIFICATIONS. PROPOSED SCHEDULE SHALL BE IN WRITING

AND SHALL IDENTIFY DAYS AND HOURS OF CONSTRUCTION AND COORDINATION REQUIREMENTS FOR ALL AFFECTED PUBLIC AGENCIES AND PRIVATE COMPANIES THAT HAVE FACILITIES WITHIN THE WORK AREA. ANY MODIFICATIONS TO THE APPROVED SCHEDULE SHALL BE SUBMITTED TO THE CITY PER THE SPECIFICATIONS.

SHEET OF

BENCHMARK AS-BUILT
FY 26/27 STORM DRAIN REHABILITATION PROJECT 0067-DI
SCALE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.

BMP PROJECT STATUS 07/30/2026 _ 90% SUBMITTAL - PLANS NOT FOR CONSTRUCTION

PUBLIC WORKS
13 AVOCET CT, SHEET 10
(ADDITIVE ALTERNATE 1)
LAKE DR, SHEETS 3 & 4
FREDA LN, SHEET 8
HURTSDALE AV, SHEET 13
(ADDITIVE ALTERNATE 4)
PARIVA DR, SHEET 12
(ADDITIVE ALTERNATE 3)
GENIE LN, SHEET 9
EMMA DR, SHEET 7
CERRO ST, SHEET 11
(ADDITVE ALTERNATE 2)
NEPTUNE AV, SHEET 5
(PROJET LOCATIONS TYP)

TITLE SHEET
1 PROJECT INCLUDES ALL LABOR, MATERIALS, SERVICES, AND EQUIPMENT

NECESSARY TO CONSTRUCT POINT REPAIRS AND TO INSTALL NEW

CURED-IN-PLACE PIPE (CIPP) LINING IN EXISTING STORM DRAIN LINES,

RE-ESTABLISHING LATERAL CONNECTIONS WHILE PROVIDING TRAFFIC

CONTROL, AND A COMPLETE RESTORATION OF ALL SITES, RETURNING ALL

DISTURBED AREAS AND SURFACE IMPROVEMENTS BACK TO ORIGINAL CONDITIONS.

THE PROJECT INCLUDES 6 BASE AND 4 ADDITIVE ALTERNATE BID ITEM

LOCATIONS FOR STORM DRAIN REPAIR AND REHABILITATION AS DEPICTED ON THE VICINITY MAP SHOWN HEREON AND AS DEPICTED IN THE PLAN SHEETS.

CALTRANS CALIFORNIA DEPARTMENT OF TRANSPORTATION

CITY CITY OF ENCINITAS

AC ASPHALT CONCRETE

APN ASSESSOR'S PARCEL NUMBER

AVE AVENUE

BLVD BOULEVARD

CCTV CLOSED CIRCUIT TELEVISION

CMP CORRUGATED METAL PIPE

CONC CONCRETE

CT COURT

D/S DOWNSTREAM

DIAM DIAMETER

DTL DETAIL

DWG DRAWING

ESMT EASEMENT

EXIST EXISTING

EXP EXPIRATION

FT FEET

FY FISCAL YEAR

HDPE HIGH DENSITY POLYETHYLENE

ID IDENTIFICATION

LF LINEAR FEET

N NORTH

N/A NOT APPLICABLE
NO. NUMBER

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

PE PROFESSIONAL ENGINEER

MH MANHOLE

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
N.I.C. NOT IN CONTRACT

RCP REINFORCED CONCRETE PIPE

R/W RIGHT-OF-WAY

SD STORM DRAIN

SDCRS SAN DIEGO COUNTY REGIONAL STANDARDS

SDRSD SAN DIEGO REGIONAL STANDARD DRAWING

SF SQUARE FEET

ST STREET

STD STANDARD

SWINLT STORMWATER INLET

SWMAIN STORMWATER MAIN

SWMANH STORMWATER MANHOLE

SWOUTL STORMWATER OUTLET

TYP TYPICAL

U/S UPSTREAM

USA UNDERGROUND SERVICE ALERT

ABBREVIATIONS

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.

NV5
15092 AVENUE OF SCIENCE, SUITE 200
SAN DIEGO, CA 92128
BY: MATTHEW C. MOORE, RCE 56780, EXP. 09-30-2027 DATE:
07/30/2026
LEGEND
PHOTO # LOCATION &

DIRECTION
1 EXIST STORM DRAIN
PIPE

PROPOSED CIPP

PIPE LINING

PROPOSED PIPE

REPLACEMENT
PINECREST, SHEET 6

SHEET INDEX

SHEET DESCRIPTION

1. TITLE SHEET

2. GENERAL NOTES

3. LAKE DR.

4. LAKE DR, ACCESS MAP

5. NEPTUNE AV.

6. PINECREST

7. EMMA DR.

8. FREDA LN.

9. GENIE LN.

10. AVOCET CT.

11. CERRO ST.

12. PARIVA DR.

13. HURTSDALE AV.

FACILITY ID
N/A
N/A
12890SWMAIN & 12893SWMAIN
N/A
8107SWMAIN, 8279SWMAIN, 8280SWMAIN,8281SWMAIN,& 8282SWMAIN 1103SWMAIN
9922SWMAIN
304SWMAIN
835SWMAIN & 836SWMAIN
293SWMAIN (ADDITIVE ALTERNATE 1)
991SWMAIN (ADDITIVE ALTERNATE 2)
837SWMAIN (ADDITIVE ALTERNATE 3)
839SWMAIN (ADDITIVE ALTERNATE 4)
2026-08-12 Item #08I Page 5 of 19

1. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 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.

2. CONTRACTOR SHALL PROVIDE A 24-HOUR TELEPHONE NUMBER AND NAME OF PERSON RESPONSIBLE FOR EMERGENCY WORK.

3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.

4. 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.

5. 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.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE EROSION CONTROL DEVICES AS NECESSARY.

7. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ONSITE AND TO SAFELY

DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT.

8. TEMPORARY EROSION CONTROL DEVICES WHICH INTERFERE WITH WORK SHALL BE RELOCATED

OR MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY THE ENGINEER OF WORK AND AS APPROVED BY THE CITY ENGINEER.

9. EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE CONTINUOUS CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNATED. AFTER PRECIPITATION EXCEEDING ONE QUARTER (1
4 ) INCH IN ANY 12-HOUR PERIOD OR UPON THE DIRECTION OF THE CITY ENGINEER, SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO

PREVENT PUBLIC TRESPASS INTO AREAS WHERE IMPOUND WATER CREATES A HAZARDOUS CONDITION. NECESSARY PRECAUTIONS MAY INCLUDE, BUT NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A 24-HOUR GUARD PREVENTING UNAUTHORIZED PERSONS FROM ENTERING THE BASINS.

11. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. STREET SWEEPING

OR OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED TO CLEAN STREETS EXCEPT FOR THE

REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS.

12. STANDBY CREWS SHALL BE ALERTED BY THE CONTRACTOR FOR EMERGENCY WORK DURING RAINSTORMS.

13. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT

CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON.

14. ALL UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE BACK FILLED BEFORE THE END OF WORK DAY IF A 40 PERCENT, OR GREATER CHANCE OF RAIN IS PREDICTED.

15. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM.

EROSION CONTROL NOTES

1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7-10 OF THE STANDARD SPECIFICATIONS AND APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS (MOST RECENT EDITION).

2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS AND THE APPROVED TRAFFIC CONTROL PLAN DURING WORKING HOURS OF 7:30 AM TO 4:00 PM, MONDAY THROUGH

FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 4:00 PM TO 7:30 AM AND AT ALL TIMES ON SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS. THE PROJECT SPECIFICATIONS AND/OR CONDITIONS OF TRAFFIC

CONTROL PLAN APPROVAL MAY FURTHER LIMIT WORKING HOURS

3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.

4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12-FEET WIDE UNLESS OTHERWISE SHOWN.

5. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE.

6. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF PROPOSED POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. THE

PROJECT SPECIFICATIONS MAY CONTAIN ADDITIONAL NOTIFICATION REQUIREMENTS THAT SHALL SUPERSEDE THIS REQUIREMENT.

7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING PROJECT CONSTRUCTION.

TRAFFIC CONTROL NOTES

SHEET OF

GENERAL NOTES
2 1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE WATER AND

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

REMEDIAL MEASURES TO PREVENT EROSION OF FRIENDLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.

2. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 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 SCARIFIED TO A DEPTH OF 6" 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.

3. SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS 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 ROUNDED IN ACCORDANCE WITH THE GRADING ORDNANCE.

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

HAULED 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 ALL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.

5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7-8 OF THE STANDARD SPECIFICATIONS.

GRADING 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) 933-2441 OR (760) 633-2770, OR AS STATED ON THE CONTRACT DOCUMENTS.

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 CONTRACT/CONTRACT DOCUMENTS SHALL BE PERFORMED BY A

CONTRACTOR POSSESSING A VALID CALIFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIATE CLASS.

4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED

TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF THE CITY INSPECTOR IN COMPLIANCE WITH THE “WORK AREA TRAFFIC CONTROL HANDBOOK”, LATEST EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DETERMINES

PROPER TRAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND CONTRACTOR

AUTHORIZES THE CITY ENGINEER OR HIS/HER DULY AUTHORIZED REPRESENTATIVE TO ORDER, ON

THE RENTAL BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER TO

PROTECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL COSTS AND CHARGES THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL.

5. CONTRACTOR 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 CONTRACT DOCUMENTS INCLUDING THESE STANDARD CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE CONTRACT DOCUMENTS,

PLANS AND WORK AREA TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE SITE WHENEVER WORK IS IN PROGRESS.

6. CONTRACTOR 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 CONTRACTOR.

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

7. 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.

8. 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.

9. NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS AND

OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE CONTRACT DOCUMENTS OR BY THE CITY ENGINEER. ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE

CIRCULATION ELEMENT OF THE CITY'S GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633-2705.

10. 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.)

11. TWO-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO-WAY TRAFFIC,

CONTRACTOR AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC

CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL-TIME FLAGMAN.

12. 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.

13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST 2” OF COLD MIX ASPHALT OR METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON-WORKING HOURS. METAL PLATES ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE MAINTAINED. REFER TO THE CITY'S STANDARD DRAWING DATED JULY 31, 1990.

14. 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.

15. NO TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS SHALL BE PERMITTED.

IMPROVEMENTS SHALL BE REMOVED AND REPLACED JOINT TO JOINT.

16. TWO SACK SAND-CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL

EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL

LOCATIONS WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS BACKFILL.

17. 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.

18. ANY ROADWAY STRIPING OR MARKINGS DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS

PERMIT SHALL BE MATCHED AND REPLACED BY THE CONTRACTOR USING THE LATEST EDITION OF

STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT OR THERMOPLASTIC, ALL TO THE SATISFACTION OF THE CITY ENGINEER OR HIS/HER DULY AUTHORIZED REPRESENTATIVE.

19. 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/HER DULY AUTHORIZED REPRESENTATIVE.

20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE DISTURBED

AT ONE TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BACKFILLING.

21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) FEET

FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE CITY ENGINEER. THE SHALLOWEST PORTION OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE ROADWAY SURFACE.

22. 21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS

ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A MINIMUM SEPARATION OF THREE (3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. ANY

DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE CITY ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE.

23. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY.

AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL BE REMOVED FROM THE RIGHT-OF-WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY CONDITION.

24. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS.

25. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.

25. 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 SURFACE.

26. CONTRACTOR SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE CITY ENGINEER OR

HIS/HER DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE.

27. 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 CITY OF ENCINITAS

UTILITY TRENCH BACKFILL AND RESURFACING STANDARD DRAWING AND THE REMOVAL OF

OBSTRUCTION(S), THE CONTRACTOR 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 REPAIRING HIMSELF; IN SUCH CASE, THE CONTRACTOR SHALL BEAR THE COST OF SUCH WORK. TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE CONTINUALLY MAINTAINED.

28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF

SURFACE HAS BEEN REMOVED BY OTHERS, THE CONTRACTOR 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.

29. IF, AFTER THE REFILLING OF AN EXCAVATION, THE CONTRACTOR 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 REPAIRING, THE CITY ENGINEER SHALL CAUSE THE REPAIR TO OCCUR; AND THE CONTRACTOR SHALL BE CHARGED WITH THE COST THEREOF COMPUTED BY THE OF DEVELOPMENT SERVICES DIRECTOR.

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

31. 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 CONTRACTOR 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.

32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE CONTRACTOR'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.

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

34. THE CONTRACTOR 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.

35. 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 SPECIFICALLY 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.

36. 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.

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION “GREENBOOK” (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD

SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARDS DRAWINGS (LATEST EDITION).

2. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL

ACCEPTANCE BY THE CITY AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ON YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO THE CITY.

3. EXISTING CONDITION ASSESSMENT RECORDS ARE AVAILABLE TO BIDDERS IF REQUESTED WITH NO ADDITIONAL COMPENSATION MADE THEREOF. EXISTING RECORD DRAWINGS ARE PUBLICLY AVAILABLE AT https://encinitas.maps.arcgis.com/apps/webappviewer/index.html?id=4618dc96e3ab4d9698412467128202b7 . CONDITION

ASSESSMENT RECORDS AND RECORD DRAWINGS ARE INFORMATIONAL ONLY AND BIDDER REVIEW OF THIS DATA

DOES NOT RELIEVE THE CONTRACTOR OF PERFORMING PRE-INSTALLATION FIELD VERIFICATION PER THE SPECIFICATIONS.

4. EXISTING CCTV RECORDS ARE AVAILABLE TO THE CONTRACTOR AS REQUESTED IN PREPARATION OF THEIR BID WITH NO ADDITIONAL COMPENSATION MADE THEREOF. REVIEW OF EXISTING CCTV RECORDS DOES NOT RELIEVE THE CONTRACTOR OF PERFORMING PRE-INSTALLATION FIELD VERIFICATION CCTV WORK PER SPECIFICATIONS.

5. THE CONTRACTOR SHALL PREVENT ACCUMULATION OF DEBRIS OR SOILS WITHIN THE EXISTING STORM DRAIN SYSTEM DURING REPAIR AND REHABILITATION WORK. NO SOLID WASTE GENERATED FROM CONSTRUCTION

ACTIVITIES SHALL BE DISCHARGED DOWNSTREAM INTO THE STORM DRAIN SYSTEM, INCLUDING MATERIAL FROM LATERAL REINSTATEMENT.

6. CONTRACTOR SHALL ELIMINATE ALL ACTIVE INFILTRATION PRIOR TO CIPP LINING.

7. CONTRACTOR SHALL PROVIDE TEST SAMPLES FROM EVERY INVERSION MARKED WITH PLAN NUMBER AND DATE.

CONTRACTOR SHALL SUBMIT SAMPLES FROM THE FIRST INSTALLATIONS OF EACH PIPE DIAMETER, AND THEN THREE

ADDITIONAL SAMPLES SELECTED BY THE CITY FOR TESTING TO AN INDEPENDENT TESTING LABORATORY AT THE CONTRACTOR'S EXPENSE. TESTING SHALL VERIFY STRUCTURAL PROPERTIES AND THICKNESS SPECIFIED. SAMPLE

SHALL BE CUT FROM SECTION OF CURED CIPP AT AN INTERMEDIATE MANHOLE OR AT THE TERMINATION POINT THAT HAS BEEN HELD IN PLACE BY A SUITABLE HEAT SINK, SUCH AS SANDBAGS.

8. TRENCH WIDTH SHALL BE PER SDRSD NO. D-60 UNLESS OTHERWISE NOTED OR DIRECTED BY THE CITY CONSTRUCTION MANAGER.

9. PIPE BEDDING AND BACKFILL SHALL BE PER SDRSD NO. D-60 UNLESS OTHERWISE NOTED OR DIRECTED BY THE CITY CONSTRUCTION MANAGER.

GENERAL RIGHT-OF-WAY NOTES GENERAL RIGHT-OF-WAY NOTES (CONTINUED) STORM DRAIN NOTES

REVEGETATION NOTES
LAKE DRIVE (FACILITY ID 12890SWMAIN)
GENERAL REVEGETATION NOTES:

1. REVEGETATION OF THE SITE WILL INCLUDE, APPLICATION OF NATIVE SEED MIX HYDROSEED SLURRY.

2. ALL EROSION CONTROL MEASURES (I.E. JUTE NETTING, STRAW WADDLES, GRAVEL

BAGS) WILL BE INSTALLED IMMEDIATELY FOLLOWING THE COMPLETION OF CONSTRUCTION ACTIVITIES. REVEGETATION ACTIVITIES SUCH AS HYDROSEED

APPLICATION, AND TEMPORARY IRRIGATION SHOULD BE CONDUCTED DURING THE

RAINY SEASON (OCTOBER TO APRIL) FOLLOWING COMPLETION OF CONSTRUCTION ACTIVITIES.

HYDROSEEDING PROCEDURES:

1. AREAS TO BE HYDROSEEDED SHALL INCLUDE ALL AREAS IDENTIFIED ON THE PIPE 12890SWMAIN REPLACEMENT PLANS AND ALL AREAS IMPACTED BY THE CONTRACTOR DURING WORK. AREAS WHERE MINOR GROUND DISTURBANCE OCCURRED (LESS THAN 25 SQUARE FEET) MAY BE HAND SEEDED, PER THE DISCRETION OF THE CITY REPRESENTATIVE.

2. HYDROSEEDING SHALL OCCUR ONLY AFTER THE CITY REPRESENTATIVE HAS OBSERVED AND APPROVED THAT THE SITE HAS BEEN PROPERLY PREPARED.

3. HYDROSEEDING SLURRY SHALL BE APPLIED AT THE RATES SHOWN ON THE PLANS OR AS DIRECTED BY THE CITY REPRESENTATIVE.

4. EQUIPMENT USED FOR THE APPLICATION OF SLURRY MATERIAL SHALL HAVE A BUILT-IN AGITATION SYSTEM TO SUSPEND AND HOMOGENEOUSLY MIX THE SLURRY. THE SLURRY MIX SHALL BE DYED GREEN. THE EQUIPMENT MUST HAVE A PUMP CAPABLE OF APPLYING SLURRY UNIFORMLY.

SITE PREPARATION:

1. IF EROSION CONTROL MATERIALS SUCH AS FIBER ROLLS REMAIN ON SITE PRIOR TO

PLANTING, THEY MUST BE IN A SERVICEABLE CONDITION PRIOR TO THE RESTORATION IMPLEMENTATION AND SHOULD REMAIN IN PLACE. IF THEY ARE DEGRADED HOWEVER, THEY SHOULD BE REPLACED PRIOR TO HYDROSEEDING THE AREA.

2. AREAS THAT WILL BE HYDROSEEDED OR HAND-SEEDED MUST BE CLEARED OF LOOSE ROCKS AND DEBRIS PRIOR TO SEED APPLICATION. COMPACTED SOIL SURFACES SHOULD BE SACRIFICED TO A DEPTH BETWEEN 0.25"-0.5" FOR INCREASED SOIL CONTACT AND SEED BEDDING.

SEED MIXES:

1. ALL SEEDS SHALL MEET THE MINIMUM % PURE LIVE SEED AS NOTED IN TABLES. IF MINIMUM % PURE LIVE SEED COUNT CANNOT BE MET CONTRACTOR TO COORDINATE AND OBTAIN WRITTEN APPROVAL FROM THE CITY REPRESENTATIVE.

2. ALL SEEDS SHALL ORIGINATE FROM WITHIN A 25 MILE RADIUS OF THE COAST AND

PROJECT SITE OR CONTRACTOR TO PROVIDE EVIDENCE THAT THE SEED IS NOT AVAILABLE AND NOTIFY THE CITY REPRESENTATIVE FOR ALTERNATIVE COMPLIANCE.

3. ALL AREAS WHERE MINOR GROUND DISTURBANCE OCCURRED AS THE RESULT OF

ABANDONMENT ACTIVITIES (MANHOLE AND CONCRETE REMOVAL), SHALL BE HAND SEEDED WITH SEED FROM TABLE 3 HYDROSEED MIX. SEED MIX SHALL BE HAND BROADCAST AND RAKED INTO DISTURBED SOILS.
2026-08-12 Item #08I Page 6 of 19
2 1
5 4
10'± 34'±
36'±
12893SWMAIN
12890SWMAIN
9607SWINLT
9605SWINLT
9603SWINLT
EXIST 48" RCP
N.I.C
EXIST 48" HDPE
N.I.C EXIST 36" CMP
N.I.C
EXIST 24" CMP
N.I.C
1 3
1 3

EXIST HDPE TO

CMP JOIN POINT
2 12890SWMAIN
2 2
12890SWMAIN

EXIST FENCE
9606SWINLT
(NO ABOVE-GROUND
STRUCTURE ACCESS) 5 15'±
4 CALTRANS R/W INTERSTATE 5 (NORTH)
3 Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri 1 894SWINLT
2 893SWINLT 837SWMAIN 836SWMAIN SEE SHEET 9
2 3 8' DRAINAGE EASEMENT
⅊
⅊
⅊
⅊
⅊
⅊
⅊

SHEET OF

PIPE LOCATON
LEGEND
PHOTO # LOCATION &

DIRECTION
1 KEY MAP

NO SCALE
2 FACILITY ID 9607SWINLT

EXIST STORM DRAIN
PIPE

PROPOSED CIPP

PIPE LINING
3 REMOVE INTERFERING PORTIONS OF REMAINING CMP PIPE AND CONDUCT OPEN-CUT POINT REPAIR CONSISTING OF INSTALLATION OF 48" HDPE STORM DRAIN PIPE TO LIMITS APPROXIMATELY DEFINED IN PLAN VIEW. INSTALL PIPE

ZONE BACKFILL, TRENCH ZONE BACKFILL AND STRUCTURAL SECTION PER TRENCH STD DTL D-60. PROVIDE 3RD PARTY COMPACTION TESTING FOR SINGLE SAMPLE/LIFT FOR EACH BACKFILL LOCATION.

INSTALL TRENCHLESS CIPP ALONG SELECTED PROJECT SEGMENT
(DIAMETER CALLED OUT IN TABLE). STYRENE MITIGATION IS REQUIRED FOR ALL SEGMENTS LOCATED IN EASEMENTS.

WHERE DELINEATED IN PLAN VIEW AND FURTHER DEFINED IN SEGMENT

PHOTOS AND ACCESS NOTES, CONTRACTOR SHALL REMOVE

ENCROACHMENTS SUCH AS, BUT NOT NECESSARILY LIMITED TO,

DELETERIOUS MATERIALS AND DEBRIS, AND LANDSCAPING TO PROVIDE SUFFICIENT ACCESS TO CONSTRUCT THE REQUIRED IMPROVEMENT.

NATIVE LANDSCAPE RESTORATION WITH HYDROSEED PER NOTES
ON SHEET 2 AND SEED MIX ON SHEET 4.

REPAIR ANY TEMPORARY EARTHEN AND GRAVEL BAG BERMS ALONG

ACCESS ROUTE THAT ARE DISTURBED OR DAMAGED AS RESULT OF ACCESS

ACTIVTIES AFTER PIPE REPAIR WORK AND LANDSCPE RESTORATION WORK IS COMPLETE.

PROPOSED PIPE

REPLACEMENT
1 2
3 CONSTRUCTION NOTES:

NOTES:

1. PIPE SHALL BE CLEARED OF OBSTRUCTIONS AND CLEANED
PRIOR TO RECEIVING CIPP LINING.

2. PIPE REPLACEMENT AND SPOT REPAIRS SHALL BE INSPECTED AND APPROVED BY THE CITY PRIOR TO PLACING CIPP LINER.

ID 12890SWMAIN DISPOSITION
R.O.W NATURE COLLECTIVE DEPTH 10FT
ACCESS
ID 12893SWMAIN DISPOSITION
R.O.W DEPTH 10FT
ACCESS

STORM DRAIN REPLACEMENT SCHEDULE

FACILITY ID
12890SWMAIN

LENGTH SIZE & TYPE REMEDIAL ACTION
70'
ACCESS TO FACILITY ID 9607SWINLT IS VIA LAKE DRIVE AND

ASSOCIATED MAINTENANCE PATH THROUGH THE CANYON
BOTTOM. BRUSH CLEARING MAY BE REQUIRED TO ACCESS
DOWNSTREAM FACILITIES 9603SWINLT & 9605SWINLT

ACCESS TO THIS LOCATION IS VIA LAKE DRIVE AND ASSOCIATED MAINTENANCE PATH THROUGH THE CANYON BOTTOM. BEYOND THE
CLEARED CANYON BOTTOM AREA BRUSH CLEARING MAY BE REQUIRED.

DO NOT ENTER THE CALTRANS RIGHT-OF-WAY UNLESS SPECIFICALLY REQUESTED AND APPROVED.

TEMPORARY EARTHEN AND GRAVEL BAG BERMS ALONG THE ACCESS

ROUTE THAT ARE DISTURBED OR DAMAGED AS RESULT OF

CONSTRUCTION ACCESS ACTIVTIES SHALL BE REPAIRED AFTER ALL CONSTRUCTION AND REVEGETATION ACTIVITIES ARE COMPLETE.

NATURE COLLECTIVE
48" HDPE PIPE REPLACEMENT
1 HDPE/CMP UPSTREAM JOIN POINT
4 FACILITY ID 9605SWINLT
3 HDPE/CMP

DOWNSTREAM JOIN POINT
5 FACILITY ID 9603SWINLT

STORM DRAIN REHABILITATION SCHEDULE

FACILITY ID
12890SWMAIN

U/S STRUCT D/S STRUCT LENGTH SIZE & TYPE REMEDIAL ACTION 9607SWINLT 9605SWINLT 225'± 48" CMP CIPP LINER
12893SWMAIN 9605SWINLT 9603SWINLT 135'± 48" CMP CIPP LINER

LINER THICKNESS

0.79" - 20 mm

0.79" - 20 mm
NOTE:

CONTRACTOR ACCESS
SEE SHEET 4 SEE SHEET 4
4 5
2026-08-12 Item #08I Page 7 of 19
Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri 1 894SWINLT
2 893SWINLT 837SWMAIN 836SWMAIN SEE SHEET 9
2 3 8' DRAINAGE EASEMENT
⅊
⅊
⅊
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⅊
⅊
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SHEET OF 4

PIPE LOCATON

KEY MAP

NO SCALE
WALES DR. LAKE DR.

SEA VILLAGE WAY

SEA VILLAGE DR
TO BIRMINGHAM DR.

ACCESS ROAD
9607SWINLT
N = 1,951,049
E = 6,249,161

CONTRACTOR ACCESS
N = 1,951,922
E = 6,250,281
12890SWMAIN
1 2 ACCESS ENTRANCE 3 ACCESS ROAD ACCESS PATH
BIRMINGHAM DR.

LAKE DR.

CONTRACTOR ACCESS

DIEGAN COASTAL SAGE SCRUB SEED MIX

BOTANICAL NAME

MINIMUM

GERMINATION
(PERCENT)
ACMISPON GLABER DEERWEED 95

COMMON NAME
ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 15
BACCHARIS PILULARIS COYOTE BRUSH 5

CORETHROGYNE FILAGINIFOLIA
VAR. LINIFOLIA

DEL MAR MESA

SAND ASTER
2 ERIOGONUM FASCICULATUM
VAR. FOLIOLOSUM CALIFORNIA BUCKWHEAT 65
ERIOPHYLLUM CONFERTIFLORUM GOLDEN YARROW 30
ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY 98
HAZARDIA SQUARROSA SAWTOOTH GOLDENBUSH 10
LASTHENIA GRACILIS CALIFORNIA GOLDFIELDS 90
LUPINUS BICOLOR PYGMY LUPINE 98
MALOSMA LAURINA LAUREL SUMAC 98
PHACELIA PARRYI PARRY'S PHACELIA 95
PLANTAGO ERECTA CALIFORNIA PLANTAIN 92

MINIMUM PURITY
(PERCENT)
40 55
40 4
10 50
75 20
80 80
70 80
80 MINIMUM

PURE LIVE SEED
(PERCENT)
85 10
3 3
8 25
85 3
50 90
70 80
85 POUND PER ACRE

1.0 2.0

0.25 2.0

8.0 0.5

2.0 3.0

0.5 1.0

1.5 0.5

1.0 BACCHARIS LACINIATA SAN DIEGO SUNFLOWER 40 50 20 1.0

PSEUDOGNAPHALIUM
CALIFORNICUM CALIFORNIA EVERLASTING 10 25 2 0.5
RHUS INTEGRIFOLIA LEMONADE BERRY 90 60 75 4.0
SALVIA APIANA WHITE SAGE 70 30
SALVIA MELLIFERA BLACK SAGE 70 50
STIPA PULCHRA 90 60
26 2.0
43 3.0
PURPLE NEEDLGRASS N/A 2.0
*AREA TO BE SEEDED IS 1200 SF.

TOTAL POUNDS PER ACRE 26.0

REVEGETATION HYDROSEED MIX
LAKE DRIVE (FACILITY ID 12890SWMAIN)
5 REPAIR ANY TEMPORARY GRAVEL BAG BERMS ALONG ACCESS ROUTE

THAT ARE DISTURBED OR DAMAGED AS RESULT OF ACCESS ACTIVTIES

AFTER PIPE REPAIR WORK AND LANDSCPE RESTORATION WORK IS COMPLETE.

CONSTRUCTION NOTES: SEE SHEET 3
TYP 5
TYP 5
5 TYP

ACCESS ROUTE
3 2
1 2026-08-12 Item #08I Page 8 of 19
3 1
2 8279SWMAIN
974SWINLT
5055SWINLT
8281SWMAIN
8107SWMAIN
8280SWMAIN
2 2 2 2

DRAINAGE

EASEMANT
8282SWMAIN
3 2
1443SWOUTL 10'
⅊
⅊ R/W

NEPTUNE
data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri 3 1
2 8279SWMAIN 974SWINLT
5055SWINLT 8281SWMAIN
8107SWMAIN
8280SWMAIN
2 2
2 2

DRAINAGE EASEMANT
8282SWMAIN
2 3
1443SWOUTL
10'
⅊
⅊
R/W

NEPTUNE

SHEET OF

BENCHMARK AS-BUILT
FY 26/27 STORM DRAIN REHABILITATION PROJECT 0067-DI
SCALE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 13 07/30/2026 _ 90% SUBMITTAL - PLANS NOT FOR CONSTRUCTION N NEPTUNE AVE. - FACILITY ID: 8107SWMAIN, 8279SWMAIN,
8280SWMAIN, 8281SWMAIN, & 8282SWMAIN
R.O.W ESMT (10' WIDE) DEPTH 0-6 FT
ACCESS
ID 8279SWMAIN, 8280SWMAIN, 8281SWMAIN, 8282SWMAIN DISPOSITION R.O.W ESMT (10' WIDE) DEPTH 4-6 FT
ACCESS

PIPE LOCATON
ID 8107SWMAIN DISPOSITION
LEGEND
PHOTO # LOCATION &

DIRECTION
1 EXIST STORM DRAIN
PIPE

PROPOSED CIPP

PIPE LINING

INSTALL TRENCHLESS CIPP ALONG SELECTED PROJECT SEGMENT
(DIAMETER CALLED OUT IN TABLE). STYRENE MITIGATION IS REQUIRED FOR ALL SEGMENTS LOCATED IN EASEMENTS.

WHERE DELINEATED IN PLAN VIEW AND FURTHER DEFINED IN SEGMENT

PHOTOS AND ACCESS NOTES, CONTRACTOR SHALL REMOVE

ENCROACHMENTS SUCH AS, BUT NOT NECESSARILY LIMITED TO,

DELETERIOUS MATERIALS AND DEBRIS, AND LANDSCAPING TO PROVIDE SUFFICIENT ACCESS TO CONSTRUCT THE REQUIRED IMPROVEMENT. 2 3
CONSTRUCTION NOTES:

NOTES:

1. PIPE SHALL BE CLEARED OF OBSTRUCTIONS AND CLEANED
PRIOR TO RECEIVING CIPP LINING.

2. SPOT REPAIRS SHALL BE INSPECTED AND APPROVED BY THE
CITY PRIOR TO PLACING CIPP LINER.
2 FACILITY ID 5055SWINLT 1 FACILITY ID 974SWINLT

KEY MAP

NO SCALE
N
5 ACCESS TO UPSTREAM INLET 974SWINLT IS IN DRIVEWAY AREA. THE ROAD IS A NARROW ONE-WAY STREET WITH MANY PEDESTRIANS. THE DOWNSTREAM INLET 5055SWINLT IS LOCATED ON PRIVATE PROPERTY WITHIN A PAVED AREA.

PROPERTY OWNER NOTIFICATION AND COORDINATION REQUIRED FOR EASEMENT ACCESS THROUGH THE PRIVATE PROPERTY.

THE UPSTREAM INLET 5055SWINLT IS LOCATED ON PRIVATE PROPERTY WITHIN A PAVED AREA. DOWNSTREAM OUTLET 1443SWOUTL IS AT THE TOE OF THE BLUFF (BEACH). SLOPE ACCESS IS LIMITED FROM THE TOP OF SLOPE DUE TO EXISTING FENCE/WALL AT TOPE OF SLOPE ON PRIVATE PROPERTY. PROPERTY OWNER NOTIFICATION AND COORDINATION REQUIRED TO ACCESS INLET 5055SWINLT AND SLOPE BEHIND THE PROPERTY WITHIN DRAINAGE EASEMENT.
3 FACILITY ID 1443SWOUTL

STORM DRAIN REHABILITATION SCHEDULE

FACILITY ID U/S STRUCT D/S STRUCT LENGTH SIZE & TYPE LINER THICKNESS REMEDIAL ACTION 8279SWMAIN
100' 18" CMP CIPP LINER
8280SWMAIN
90'
18" CMP CIPP LINER
8281SWMAIN 18" CMP CIPP LINER
8282SWMAIN
5055SWINLT
5055SWINLT 8279SWINLT 18" CMP CIPP LINER
18" CMP CIPP LINER
5055SWINLT
5055SWINLT
8279SWINLT
8279SWINLT
1443SWOUTL
8107SWMAIN 974SWINLT 5055WINLT 0.30" - 8 mm

0.30" - 8 mm

0.30" - 8 mm
2026-08-12 Item #08I Page 9 of 19
2 2
1013SWMAIN
4' CONC DITCH
N.I.C.
2 3 3
6222SWINLT 202SOUTL

SANTA FE DRPINECREST AV

R/W R/W
⅊

EXIST GATE & FENCE
3 4
1 1410 PINECREST
Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri 1 1
2 2
2 2
138SWMANH
482SWMAIN

BASE BID ITEM BID OPTION
5 2
698SWINLT
155SWMANH
991SWMAIN
2 3
154SWMANH
1013SWMAIN
4' CONC DITCH N.I.C.
2 3
3 202SOUTL
6222SWINLT

EL CAMINO REAL APPLERIDGE DR

JUNIPERHILL DR
R/W

R/W R/W
R/W
R/W

SANTA FE DR

PINECREST AV
R/W
R/W
⅊

EXIST GATE & FENCE
3 4
1 1410 PINECREST

SHEET OF

KEY MAP

NO SCALE
N
6 ID 1013SWMAIN DISPOSITION
R.O.W CITY DEPTH 5 FT
ACCESS

PIPE LOCATON
LEGEND
PHOTO # LOCATION &

DIRECTION
1 EXIST STORM DRAIN
PIPE

PROPOSED CIPP

PIPE LINING
3 CONSTRUCTION NOTES:

NOTES:

THE UPSTREAM INLET IS ACCESSIBLE FROM SANTA FE DR HOWEVER

RIGHT-OF-WAY STAGING AREA IS LIMITED AND MAY REQUIRE TRAFFIC CONTROL / PROTECTION. THE DOWNSTREAM OUTLET IS LOCATED BEHIND A FENCE/GATE AND

WILL REQUIRE PROPERTY OWNER NOTIFICATION AND COORDINATION WITH THE RESIDENTS AT 1410 PINECREST. ACCESS TO PINECREST DRIVEWAY/ROAD SHALL BE MAINTAINED DURING CONSTRUCTION.

PINECREST AV. - FACILITY ID: 1013SWMAIN
N
1 FACILITY ID 1013SWMAIN
2 1013SWMAIN 6222SWINLT 202SWOUTL 50' 18" CMP CIPP LINER

STORM DRAIN REHABILITATION SCHEDULE

FACILITY ID U/S STRUCT D/S STRUCT LENGTH SIZE & TYPE LINER THICKNESS REMEDIAL ACTION

0.30" - 8 mm
2 FACILITY ID 6222SWINLT
3 FACILITY ID 202SWOUTL 4 FACILITY ID 202SWOUTL

INSTALL TRENCHLESS CIPP ALONG SELECTED PROJECT SEGMENT
(DIAMETER CALLED OUT IN TABLE). STYRENE MITIGATION IS REQUIRED FOR ALL SEGMENTS LOCATED IN EASEMENTS.

WHERE DELINEATED IN PLAN VIEW AND FURTHER DEFINED IN SEGMENT

PHOTOS AND ACCESS NOTES, CONTRACTOR SHALL REMOVE

ENCROACHMENTS SUCH AS, BUT NOT NECESSARILY LIMITED TO,

DELETERIOUS MATERIALS AND DEBRIS, AND LANDSCAPING TO PROVIDE SUFFICIENT ACCESS TO CONSTRUCT THE REQUIRED IMPROVEMENT.

1. PIPE SHALL BE CLEARED OF OBSTRUCTIONS AND CLEANED
PRIOR TO RECEIVING CIPP LINING.

2. SPOT REPAIRS SHALL BE INSPECTED AND APPROVED BY THE
CITY PRIOR TO PLACING CIPP LINER.
2026-08-12 Item #08I Page 10 of 19
2 1
6458SWINLET
9922SWMAIN
2167SWOUTL CONC BROW DITCH, N.I.C.
2' A.C. DITCH
N.I.C.
2 3

DRAINAGE

EASEMENT EMMA DR
R/W
R/W
R/W
R/W
Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri 2 1
1 2
1 1
1 1
3 1 894SWINLT
1 2
893SWINLT 837SWMAIN
836SWMAIN SEE SHEET 9
2 3
2 8' DRAINAGE EASEMENT
2 2
2 10'± 34'±
36'±
10'
8' 8' 12890SWMAIN 9607SWINLT EXIST 48" HDPE N.I.C
293SWMAIN
33SSWINLT
8SWMANH
6458SWINLET
9922SWMAIN
2167SWOUTL CONC BROW DITCH, N.I.C.
2' A.C. DITCH N.I.C.
56SWINLET
304SWMAIN
2265SWOUTL EXIST 18" RCP N.I.C.
3 1
3 1 EXIST HDPE TO CMP JOIN POINT 12890SWMAIN
2 2
3 DRAINAGE EASEMENT
2 3
2 3
2 2
3 891SWINLT
835SWMAIN
892SWINLT
836SWMAIN
893SWINLT
837SWMAIN SEE SHEET 12
895SWINLT

DRAINAGE EASEMENT
389SWMANH
839SWMAIN
4 3 2
DRAINAGE EASEMENT 10' DRAINAGE

EASEMENT

DRAINAGE EASEMENT
4 9606SWINLT (NO ABOVE-GROUND STRUCTURE ACCESS) 5
15'±
4 AVOCET COURT
R/W
R/W
⅊
⅊

EMMA DR FREDA LN

GENIE LN

HURTSDALE AV
⅊ ⅊ R/W
⅊
R/W
⅊ R/W R/W
R/W

R/W R/W R/W R/W
⅊
⅊
⅊
⅊
⅊
⅊
⅊
3 SHEET OF

PIPE LOCATON
ID 9922SWMAIN DISPOSITION
R.O.W ESMT (VARIES WIDE) DEPTH 0-3 FT
ACCESS

KEY MAP

NO SCALE
N
LEGEND
PHOTO # LOCATION &

DIRECTION
1 EXIST STORM DRAIN
PIPE

PROPOSED CIPP

PIPE LINING

INSTALL TRENCHLESS CIPP ALONG SELECTED PROJECT SEGMENT
(DIAMETER CALLED OUT IN TABLE). STYRENE MITIGATION IS REQUIRED FOR ALL SEGMENTS LOCATED IN EASEMENTS.

WHERE DELINEATED IN PLAN VIEW AND FURTHER DEFINED IN SEGMENT

PHOTOS AND ACCESS NOTES, CONTRACTOR SHALL REMOVE

ENCROACHMENTS SUCH AS, BUT NOT NECESSARILY LIMITED TO,

DELETERIOUS MATERIALS AND DEBRIS, AND LANDSCAPING TO PROVIDE SUFFICIENT ACCESS TO CONSTRUCT THE REQUIRED IMPROVEMENT. 2 3
CONSTRUCTION NOTES:

NOTES:

1. PIPE SHALL BE CLEARED OF OBSTRUCTIONS AND CLEANED
PRIOR TO RECEIVING CIPP LINING.

2. PIPE SPOT REPAIRS SHALL BE INSPECTED AND APPROVED BY THE CITY PRIOR TO PLACING CIPP LINER.
2 FACILITY ID 2167SWOUTL1 FACILITY ID 6458SWINLT
7 THE UPSTREAM PIPE INLET 6458SWINLT IS WITHIN THE RIGHT-OF-WAY AT THE END OF A DEAD END STREET. THE DOWNSTREAM OUTLET 2167SWOUTL IS WITHIN A

DRAINAGE EASEMENT BEHIND RESIDENTIAL LOTS WITH TREES AND FENCING PREVENTING DIRECT ACCESS TO THE OUTLET FROM THE TOP OF SLOPE.

TEMPORARY WOOD AND/OR CHAIN LINK FENCE REMOVAL AND REPLACEMENT MAY BE REQUIRED FOR OUTLET ACCESS FROM THE TOP OF SLOPE. ACCESS TO THE

OUTLET FROM THE TOE OF SLOPE IS ALSO ON PRIVATE PROPERTY OUTSIDE OF THE DRAINAGE EASEMENT. ACCESS TO THE OUTLET FROM THE TOE OF SLOPE IS LIMITED BY A STEEP SLOPE. PROPERTY OWNER NOTIFICATION AND

COORDINATION REQUIRED FOR EASEMENT ACCESS THROUGH THE PRIVATE PROPERTY.

EMMA DR. - FACILITY ID: 9922SWMAIN

STORM DRAIN REHABILITATION SCHEDULE

FACILITY ID U/S STRUCT D/S STRUCT LENGTH SIZE & TYPE LINER THICKNESS REMEDIAL ACTION

0.30" - 8 mm
2026-08-12 Item #08I Page 11 of 19
1 2
56SWINLET
304SWMAIN
2265SWOUTL
EXIST 18" RCP
N.I.C.
2 3 10'

DRAINAGE

EASEMENT FREDA LN
⅊ ⅊ R/W R/W R/W R/W
Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri 1 894SWINLT
2 893SWINLT 837SWMAIN 836SWMAIN SEE SHEET 9
2 3 8' DRAINAGE EASEMENT
⅊
⅊
⅊
⅊
⅊
⅊
⅊

SHEET OF

BENCHMARK AS-BUILT
FY 26/27 STORM DRAIN REHABILITATION PROJECT 0067-DI
SCALE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 13 07/30/2026 _ 90% SUBMITTAL - PLANS NOT FOR CONSTRUCTION N ID 304SWMAIN DISPOSITION
R.O.W ESMT (10' WIDE) DEPTH 3-5 FT
ACCESS
304SWMAIN 56SWINLT 2265SWOUTL 110' 18" CMP CIPP LINER

PIPE LOCATON

KEY MAP

NO SCALE
N
LEGEND
PHOTO # LOCATION &

DIRECTION
1 EXIST STORM DRAIN
PIPE

PROPOSED CIPP

PIPE LINING

INSTALL TRENCHLESS CIPP ALONG SELECTED PROJECT SEGMENT
(DIAMETER CALLED OUT IN TABLE). STYRENE MITIGATION IS REQUIRED FOR ALL SEGMENTS LOCATED IN EASEMENTS.

WHERE DELINEATED IN PLAN VIEW AND FURTHER DEFINED IN SEGMENT

PHOTOS AND ACCESS NOTES, CONTRACTOR SHALL REMOVE

ENCROACHMENTS SUCH AS, BUT NOT NECESSARILY LIMITED TO,

DELETERIOUS MATERIALS AND DEBRIS, AND LANDSCAPING TO PROVIDE SUFFICIENT ACCESS TO CONSTRUCT THE REQUIRED IMPROVEMENT. 2 3
CONSTRUCTION NOTES:

NOTES:

1. PIPE SHALL BE CLEARED OF OBSTRUCTIONS AND CLEANED
PRIOR TO RECEIVING CIPP LINING.

2. PIPE SPOT REPAIRS SHALL BE INSPECTED AND APPROVED BY THE CITY PRIOR TO PLACING CIPP LINER.
2 FACILITY ID 2265SWOUTL1 FACILITY ID 56SWINLT
8 THE UPSTREAM INLET 56SWINLT IS LOCATED IN THE ROAD RIGHT OF WAY. THE DOWNSTREAM OUTLET2265SWOUTL IS LOCATED BEHIND A RESIDENTIAL PROPERTY WITH LIMITED ACCESS THROUGH THE DRAINAGE EASEMENT.

PROPERTY OWNER NOTIFICATION AND COORDINATION REQUIRED FOR EASEMENT ACCESS THROUGH THE PRIVATE PROPERTY.

FREDA LN. - FACILITY ID: 304SWMAIN

STORM DRAIN REHABILITATION SCHEDULE

FACILITY ID U/S STRUCT D/S STRUCT LENGTH SIZE & TYPE LINER THICKNESS REMEDIAL ACTION

0.30" - 8 mm
2026-08-12 Item #08I Page 12 of 19
3 1
2 8'
2 2 3
891SWINLT
835SWMAIN
892SWINLT
836SWMAIN
893SWINLT
837SWMAIN
SEE SHEET 12 DRAINAGE

EASEMENT
4 GENIE LN
⅊
R/W ⅊
Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri 2 1
5 4
1 2
1 1
1 1
1 3
2 1 894SWINLT
1 2 893SWINLT 837SWMAIN 836SWMAIN SEE SHEET 9
2 3
2 8' DRAINAGE EASEMENT
2 2
2 10'± 34'±
36'±
10'
8'
8' 12893SWMAIN 12890SWMAIN 9607SWINLT 9605SWINLT 9603SWINLT EXIST 48" RCP N.I.C EXIST 48" HDPE N.I.C EXIST 36" CMP N.I.C EXIST 24" CMP N.I.C 293SWMAIN 33SSWINLT
8SWMANH
6458SWINLET
9922SWMAIN
2167SWOUTL CONC BROW DITCH, N.I.C.
2' A.C. DITCH N.I.C.
56SWINLET
304SWMAIN
2265SWOUTL EXIST 18" RCP N.I.C.
3 1
3 1 EXIST HDPE TO CMP JOIN POINT
2 12890SWMAIN
2 2 12890SWMAIN
2 3 DRAINAGE EASEMENT
2 3
2 3
2 2
3 891SWINLT
835SWMAIN
892SWINLT
836SWMAIN
893SWINLT
837SWMAIN SEE SHEET 12
2642SWOUTL
5 2 BASE BID ITEM BID OPTION 1
895SWINLT

DRAINAGE EASEMENT
389SWMANH
839SWMAIN
4 3 2
DRAINAGE EASEMENT 10' DRAINAGE

EASEMENT

DRAINAGE EASEMENT EXIST FENCE
4 264SWMANH
11101SWMAIN
3 9606SWINLT (NO ABOVE-GROUND STRUCTURE ACCESS) 5
15'± 4

AVOCET COURT

CALTRANS R/W
INTERSTATE 5 (NORTH)
R/W
R/W
⅊
⅊

EMMA DR FREDA LN

GENIE LN

HURTSDALE AV

MIRACOSTA COLLEGE - SAN ELIJO CAMPUS (SOUTH WEST PARKING LOT) ⅊
⅊ R/W
⅊
R/W
⅊

R/W R/W
R/W

R/W R/W R/W R/W
⅊
⅊
⅊
⅊
⅊
⅊
⅊
3 SHEET OF

BENCHMARK AS-BUILT
FY 26/27 STORM DRAIN REHABILITATION PROJECT 0067-DI
SCALE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 13 07/30/2026 _ 90% SUBMITTAL - PLANS NOT FOR CONSTRUCTION N ID 836SWMAIN DISPOSITION
R.O.W ESMT (8' WIDE) DEPTH 3-8 FT
ACCESS
836SWMAIN 892SWINLT
85' 18" CMP CIPP LINER
ID 835SWMAIN DISPOSITION
R.O.W CITY DEPTH 3-4 FT
ACCESS
835SWMAIN 891SWINLT
893SWINLT 75' 18" CMP CIPP LINER
892WINLT

PIPE LOCATON

KEY MAP

NO SCALE
N
LEGEND
PHOTO # LOCATION &

DIRECTION
1 EXIST STORM DRAIN
PIPE

PROPOSED CIPP

PIPE LINING
CONSTRUCTION NOTES:

NOTES:

1. PIPE SHALL BE CLEARED OF OBSTRUCTIONS AND CLEANED
PRIOR TO RECEIVING CIPP LINING.

2. PIPE SPOT REPAIRS SHALL BE INSPECTED AND APPROVED BY THE CITY PRIOR TO PLACING CIPP LINER.
2 FACILITY ID 892SWINLT1 FACILITY ID 891SWINLT
9 THE UPSTREAM INLET 892SWINLT IS LOCATED WITHIN THE ROAD RIGHT OF WAY.

THE DOWNSTREAM ACCESS POINT (893SWINLT) IS LOCATED WITHIN A DRAINAGE

EASEMENT AT THE BACK OF A RESIDENTIAL LOT WITH LIMITED CONSTRUCTION EQUIPMENT ACCESS. PROPERTY OWNER NOTIFICATION AND COORDINATION REQUIRED FOR EASEMENT ACCESS THROUGH THE PRIVATE PROPERTY.

BOTH THE UPSTREAM AND DOWNSTREAM ACCESS POINTS (891SWINLT AND 892SWINLT) ARE LOCATED IN THE ROAD RIGHT OF WAY WITHIN A RESIDENTIAL AREA.
3 FACILITY ID 893SWINLT
GENIE LN. - FACILITY ID: 835SWMAIN & 836SWMAIN

INSTALL TRENCHLESS CIPP ALONG SELECTED PROJECT SEGMENT
(DIAMETER CALLED OUT IN TABLE). STYRENE MITIGATION IS REQUIRED FOR ALL SEGMENTS LOCATED IN EASEMENTS.

WHERE DELINEATED IN PLAN VIEW AND FURTHER DEFINED IN SEGMENT

PHOTOS AND ACCESS NOTES, CONTRACTOR SHALL REMOVE

ENCROACHMENTS SUCH AS, BUT NOT NECESSARILY LIMITED TO,

DELETERIOUS MATERIALS AND DEBRIS, AND LANDSCAPING TO PROVIDE SUFFICIENT ACCESS TO CONSTRUCT THE REQUIRED IMPROVEMENT.

REMOVE INTERFERING PORTIONS OF LATERAL PIPES (TAP BREAK-IN) PRIOR TO LINING.
2 3
4 STORM DRAIN REHABILITATION SCHEDULE

FACILITY ID U/S STRUCT D/S STRUCT LENGTH SIZE & TYPE LINER THICKNESS REMEDIAL ACTION

0.30" - 8 mm

0.30" - 8 mm
SEE SHEET 12
2026-08-12 Item #08I Page 13 of 19
1 2 10'
33SSWINLT 293SWMAIN
8SWMANH
2 3

DRAINAGE

EASEMENT

AVOCET COURT
R/W
R/W
⅊
⅊
Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri 1 894SWINLT
2 893SWINLT 837SWMAIN 836SWMAIN SEE SHEET 9
2 3 8' DRAINAGE EASEMENT
⅊
⅊
⅊
⅊
⅊
⅊
⅊

SHEET OF

PIPE LOCATON
ID 293SWMAIN DISPOSITION
R.O.W ESMT (10' WIDE) DEPTH 2-10 FT
ACCESS
N
AVOCET CT. - FACILITY ID: 293SWMAIN
ADDITIVE ALTERNATE 1

KEY MAP

NO SCALE
N
LEGEND
PHOTO # LOCATION &

DIRECTION
1 EXIST STORM DRAIN
PIPE

PROPOSED CIPP

PIPE LINING

INSTALL TRENCHLESS CIPP ALONG SELECTED PROJECT SEGMENT
(DIAMETER CALLED OUT IN TABLE). STYRENE MITIGATION IS REQUIRED FOR ALL SEGMENTS LOCATED IN EASEMENTS.

WHERE DELINEATED IN PLAN VIEW AND FURTHER DEFINED IN SEGMENT

PHOTOS AND ACCESS NOTES, CONTRACTOR SHALL REMOVE

ENCROACHMENTS SUCH AS, BUT NOT NECESSARILY LIMITED TO,

DELETERIOUS MATERIALS AND DEBRIS, AND LANDSCAPING TO PROVIDE SUFFICIENT ACCESS TO CONSTRUCT THE REQUIRED IMPROVEMENT. 2 3
CONSTRUCTION NOTES:

NOTES:

1. PIPE SHALL BE CLEARED OF OBSTRUCTIONS AND CLEANED
PRIOR TO RECEIVING CIPP LINING.

2. PIPE SPOT REPAIRS SHALL BE INSPECTED AND APPROVED BY THE CITY PRIOR TO PLACING CIPP LINER.
2 FACILITY ID 8SWNANH 1 FACILITY ID 33SWINLT
10 8SWMANH
ACCESS TO UPSTREAM INLET 33SWINLT IS IN CITY RIGHT OF WAY ON RESIDENTIAL STREET WITH LIGHT TRAFFIC. THE DOWNSTREAM MANHOLE 8SWMANH IS LOCATED

BEHIND THE LOTS ON A STEEP CANYON SLOPE WITH HEAVY BRUSH AND LIMITED ACCESS FROM THE TOP OF SLOPE AT THE BACK OF THE RESIDENTIAL LOT.

PROPERTY OWNER NOTIFICATION AND COORDINATION REQUIRED FOR EASEMENT ACCESS THROUGH THE PRIVATE PROPERTY.

STORM DRAIN REHABILITATION SCHEDULE

FACILITY ID U/S STRUCT D/S STRUCT LENGTH SIZE & TYPE LINER THICKNESS REMEDIAL ACTION 18" RCP / 0.30" - 8 mm
18" CMP
2026-08-12 Item #08I Page 14 of 19
1 2 155SWMANH
991SWMAIN
2 3
154SWMANH

EL CAMINO REAL
R/W
R/W
Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri 1 1
2 2
138SWMANH
482SWMAIN

BASE BID ITEM BID OPTION
5 2
698SWINLT
155SWMANH
991SWMAIN
2 3 154SWMANH EL CAMINO REAL APPLERIDGE DR

JUNIPERHILL DR
R/W

R/W R/W R/W R/W

SHEET OF

KEY MAP

NO SCALE
N
LEGEND
PHOTO # LOCATION &

DIRECTION
1 EXIST STORM DRAIN
PIPE

PROPOSED CIPP

PIPE LINING

INSTALL TRENCHLESS CIPP ALONG SELECTED PROJECT SEGMENT
(DIAMETER CALLED OUT IN TABLE). STYRENE MITIGATION IS REQUIRED FOR ALL SEGMENTS LOCATED IN EASEMENTS.

WHERE DELINEATED IN PLAN VIEW AND FURTHER DEFINED IN SEGMENT

PHOTOS AND ACCESS NOTES, CONTRACTOR SHALL REMOVE

ENCROACHMENTS SUCH AS, BUT NOT NECESSARILY LIMITED TO,

DELETERIOUS MATERIALS AND DEBRIS, AND LANDSCAPING TO PROVIDE SUFFICIENT ACCESS TO CONSTRUCT THE REQUIRED IMPROVEMENT. 2 3
CONSTRUCTION NOTES:

NOTES:

1. PIPE SHALL BE CLEARED OF OBSTRUCTIONS AND CLEANED
PRIOR TO RECEIVING CIPP LINING.

2. PIPE SPOT REPAIRS SHALL BE INSPECTED AND APPROVED BY THE CITY PRIOR TO PLACING CIPP LINER.
2 FACILITY ID 155SWMANH 1 FACILITY ID 154SWMANH
11 N
ID 991SWMAIN DISPOSITION
R.O.W CITY DEPTH 7-10 FT
ACCESS
991SWMAIN 154SWMANH 155SWMANH 300' 27" CMP CIPP LINER

PIPE LOCATON

BOTH THE UPSTREAM AND DOWNSTREAM ACCESS POINTS ARE LOCATED WITHIN THE RIGHT-OF-WAY IN AN EXISTING SLOPE ALONG NORTHBOUND EL CAMINO REAL.

TRAFFIC CONTROL AND BIKE LANE CLOSURE MAY BE REQUIRED FOR VEHICLE AND EQUIPMENT SETUP ALONG EL CAMINO REAL.

CERRO ST. - FACILITY ID: 991SWMAIN
ADDITIVE ALTERNATE 2 CERRO ST

STORM DRAIN REHABILITATION SCHEDULE

FACILITY ID U/S STRUCT D/S STRUCT LENGTH SIZE & TYPE LINER THICKNESS REMEDIAL ACTION

0.47" - 12 mm
2026-08-12 Item #08I Page 15 of 19
Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri 2 1
5 4
1 2
1 1
1 1
1 3
2 1 894SWINLT
1 2 893SWINLT 837SWMAIN 836SWMAIN SEE SHEET 9
2 3
2 8' DRAINAGE EASEMENT
2 2
2 10'± 34'±
36'±
10'
8'
8' 12893SWMAIN 12890SWMAIN 9607SWINLT 9605SWINLT 9603SWINLT EXIST 48" RCP N.I.C EXIST 48" HDPE N.I.C EXIST 36" CMP N.I.C EXIST 24" CMP N.I.C 293SWMAIN 33SSWINLT
8SWMANH
6458SWINLET
9922SWMAIN
2167SWOUTL CONC BROW DITCH, N.I.C.
2' A.C. DITCH N.I.C.
56SWINLET
304SWMAIN
2265SWOUTL EXIST 18" RCP N.I.C.
3 1
3 1 EXIST HDPE TO CMP JOIN POINT
2 12890SWMAIN
2 2 12890SWMAIN
2 3 DRAINAGE EASEMENT
2 3
2 3
2 2
3 891SWINLT
835SWMAIN
892SWINLT
836SWMAIN
893SWINLT
837SWMAIN SEE SHEET 12
2642SWOUTL
5 2 BASE BID ITEM BID OPTION 1
895SWINLT

DRAINAGE EASEMENT
389SWMANH
839SWMAIN
4 3 2
DRAINAGE EASEMENT 10' DRAINAGE

EASEMENT

DRAINAGE EASEMENT EXIST FENCE
4 264SWMANH
11101SWMAIN
3 9606SWINLT (NO ABOVE-GROUND STRUCTURE ACCESS) 5
15'± 4

AVOCET COURT

CALTRANS R/W
INTERSTATE 5 (NORTH)
R/W
R/W
⅊
⅊

EMMA DR FREDA LN

GENIE LN

HURTSDALE AV

MIRACOSTA COLLEGE - SAN ELIJO CAMPUS (SOUTH WEST PARKING LOT) ⅊
⅊ R/W
⅊
R/W
⅊

R/W R/W
R/W

R/W R/W R/W R/W
⅊
⅊
⅊
⅊
⅊
⅊
⅊
3 1
894SWINLT
2 893SWINLT
837SWMAIN
836SWMAIN
SEE SHEET 9
2 3 8'

DRAINAGE

EASEMENT
⅊
⅊
⅊
⅊
⅊
⅊
⅊

SHEET OF

KEY MAP

NO SCALE
N
LEGEND
PHOTO # LOCATION &

DIRECTION
1 EXIST STORM DRAIN
PIPE

PROPOSED CIPP

PIPE LINING

INSTALL TRENCHLESS CIPP ALONG SELECTED PROJECT SEGMENT
(DIAMETER CALLED OUT IN TABLE). STYRENE MITIGATION IS REQUIRED FOR ALL SEGMENTS LOCATED IN EASEMENTS.

WHERE DELINEATED IN PLAN VIEW AND FURTHER DEFINED IN SEGMENT

PHOTOS AND ACCESS NOTES, CONTRACTOR SHALL REMOVE

ENCROACHMENTS SUCH AS, BUT NOT NECESSARILY LIMITED TO,

DELETERIOUS MATERIALS AND DEBRIS, AND LANDSCAPING TO PROVIDE SUFFICIENT ACCESS TO CONSTRUCT THE REQUIRED IMPROVEMENT. 2 3
CONSTRUCTION NOTES:

NOTES:

1. PIPE SHALL BE CLEARED OF OBSTRUCTIONS AND CLEANED
PRIOR TO RECEIVING CIPP LINING.

2. PIPE SPOT REPAIRS SHALL BE INSPECTED AND APPROVED BY THE CITY PRIOR TO PLACING CIPP LINER.
2 FACILITY ID 894SWINLT1 FACILITY ID 893SWINLT
12 N
ID 837SWMAIN DISPOSITION
R.O.W ESMT (8' WIDE) DEPTH 4-10 FT
ACCESS
837SWMAIN 893SWINLT 894SWINLT 230' 24" CMP CIPP LINER

PIPE LOCATON
THE UPSTREAM ACCESS POINT (893SWINLT) IS LOCATED WITHIN A DRAINAGE

EASEMENT AT THE BACK OF A RESIDENTIAL LOT WITH LIMITED CONSTRUCTION EQUIPMENT ACCESS. THE DOWNSTREAM ACCESS POINT 894SWINLT IS LOCATED WITHIN A DRAINAGE EASEMENT AT THE BACK OF A RESIDENTIAL LOT. THE

STRUCTURE LID IS A MONOLITHIC CONCRETE SLAB PLACED ATOP THE STRUCTURE (SDRSD TYPE J INLET PER HISTORIC SDRSD STD DTL D-15) WITH NO MANHOLE ACCESS COVER. LIFTING EQUIPMENT MAY BE REQUIRED TO REMOVE THE LID. PROPERTY OWNER NOTIFICATION AND COORDINATION REQUIRED FOR EASEMENT ACCESS THROUGH THE PRIVATE PROPERTY.

PARIVA DR. - FACILITY ID: 837SWMAIN
ADDITIVE ALTERNATE 3

STORM DRAIN REHABILITATION SCHEDULE

FACILITY ID U/S STRUCT D/S STRUCT LENGTH SIZE & TYPE LINER THICKNESS REMEDIAL ACTION

0.40" - 10 mm
SEE SHEET 9
2026-08-12 Item #08I Page 16 of 19
Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri Map data © OpenStreetMap contributors, Microsoft, Esri Community Maps contributors, Map layer by Esri Powered by Esri 2 1
5 4
1 2
1 1
1 1
1 3
2 1 894SWINLT
1 2 893SWINLT 837SWMAIN 836SWMAIN SEE SHEET 9
2 3
2 8' DRAINAGE EASEMENT
2 2
2 10'± 34'±
36'±
10'
8'
8' 12893SWMAIN 12890SWMAIN 9607SWINLT 9605SWINLT 9603SWINLT EXIST 48" RCP N.I.C EXIST 48" HDPE N.I.C EXIST 36" CMP N.I.C EXIST 24" CMP N.I.C 293SWMAIN 33SSWINLT
8SWMANH
6458SWINLET
9922SWMAIN
2167SWOUTL CONC BROW DITCH, N.I.C.
2' A.C. DITCH N.I.C.
56SWINLET
304SWMAIN
2265SWOUTL EXIST 18" RCP N.I.C.
3 1
3 1 EXIST HDPE TO CMP JOIN POINT
2 12890SWMAIN
2 2 12890SWMAIN
2 3 DRAINAGE EASEMENT
2 3
2 3
2 2
3 891SWINLT
835SWMAIN
892SWINLT
836SWMAIN
893SWINLT
837SWMAIN SEE SHEET 12
2642SWOUTL
5 2 BASE BID ITEM BID OPTION 1
895SWINLT

DRAINAGE EASEMENT
389SWMANH
839SWMAIN
4 3 2
DRAINAGE EASEMENT 10' DRAINAGE

EASEMENT

DRAINAGE EASEMENT EXIST FENCE
4 264SWMANH
11101SWMAIN
3 9606SWINLT (NO ABOVE-GROUND STRUCTURE ACCESS) 5
15'± 4

AVOCET COURT

CALTRANS R/W
INTERSTATE 5 (NORTH)
R/W
R/W
⅊
⅊

EMMA DR FREDA LN

GENIE LN

HURTSDALE AV

MIRACOSTA COLLEGE - SAN ELIJO CAMPUS (SOUTH WEST PARKING LOT) ⅊
⅊ R/W
⅊
R/W
⅊

R/W R/W
R/W

R/W R/W R/W R/W
⅊
⅊
⅊
⅊
⅊
⅊
⅊
3 1
2 8'
895SWINLT

DRAINAGE

EASEMENT
389SWMANH
839SWMAIN
2 3 4

HURTSDALE AV

SHEET OF

KEY MAP

NO SCALE
N
LEGEND
PHOTO # LOCATION &

DIRECTION
1 EXIST STORM DRAIN
PIPE

PROPOSED CIPP

PIPE LINING

INSTALL TRENCHLESS CIPP ALONG SELECTED PROJECT SEGMENT
(DIAMETER CALLED OUT IN TABLE). STYRENE MITIGATION IS REQUIRED FOR ALL SEGMENTS LOCATED IN EASEMENTS.

WHERE DELINEATED IN PLAN VIEW AND FURTHER DEFINED IN SEGMENT

PHOTOS AND ACCESS NOTES, CONTRACTOR SHALL REMOVE

ENCROACHMENTS SUCH AS, BUT NOT NECESSARILY LIMITED TO,

DELETERIOUS MATERIALS AND DEBRIS, AND LANDSCAPING TO PROVIDE SUFFICIENT ACCESS TO CONSTRUCT THE REQUIRED IMPROVEMENT.

REMOVE INTERFERING PORTIONS OF LATERAL PIPES (TAP BREAK-IN) PRIOR TO LINING.
2 3
CONSTRUCTION NOTES:

NOTES:

1. PIPE SHALL BE CLEARED OF OBSTRUCTIONS AND CLEANED
PRIOR TO RECEIVING CIPP LINING.

2. PIPE SPOT REPAIRS SHALL BE INSPECTED AND APPROVED BY THE CITY PRIOR TO PLACING CIPP LINER.
2 FACILITY ID 389SWMANH 1 FACILITY ID 895SWINLT
13 N
ID 839SWMAIN DISPOSITION
R.O.W ESMT (8' WIDE) DEPTH 5-10 FT
ACCESS
304SWMAIN 895SWINLT 389SWMANH 135' 18" CMP CIPP LINER

PIPE LOCATON
4 THE UPSTREAM ACCESS POINT 895 SWINLT IS LOCATED IN THE ROAD RIGHT OF WAY AT THE END OF CUL-DE-SAC. THE DOWNSTREAM ACCESS POINT 389SWMANH IS LOCATED WITHIN A DRAINAGE EASEMENT BEHIND A RESIDENTIAL LOT. ACCESS

THROUGH THE RESIDENTIAL LOT IS LIMITED BY EXISTING TREES AND HARSCAPE FEATURES. PROPERTY OWNER NOTIFICATION AND COORDINATION REQUIRED FOR EASEMENT ACCESS THROUGH THE PRIVATE PROPERTY.

HURTSDALE AV. - FACILITY ID: 839SWMAIN
ADDITIVE ALTERNATE 4

STORM DRAIN REHABILITATION SCHEDULE

FACILITY ID U/S STRUCT D/S STRUCT LENGTH SIZE & TYPE LINER THICKNESS REMEDIAL ACTION

0.30" - 8 mm
2026-08-12 Item #08I Page 17 of 19
ATTACHMENT 3
1 RESOLUTION NO. 2026-063

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ENCINITAS, CALIFORNIA APPROVING THE DESIGN AND PLANS FOR THE CONSTRUCTION OF THE FY 2026- 27 DRAINAGE REHABILITATION PROJECT (CD27A) AND LAKE DRIVE STORM DRAIN LINING (CD27B), PURSUANT TO GOVERNMENT CODE SECTION 830.6.

WHEREAS, The City Council of the City of Encinitas does resolve as follows:

SECTION 1: The City Council finds and declares as follows:

WHEREAS, the City retained NV5, Inc. ("Consultant") as the engineering firm to design and prepare the plans for The FY 2026-27 Storm Drain Repair Project (CD27A) and Lake Drive Storm Drain Lining (CD27B) ("Project");
WHEREAS, the Consultant informed the City Representative that these plans are complete and that construction of the Project may begin; WHEREAS, the City Engineer or designee reviewed the completed design and plans for the Project and agrees that the plans are complete and the Project may be constructed; WHEREAS, The City Council wishes to obtain the immunities set forth in Government Code §830.6 with regard to the plans and construction of the Project.

SECTION 2: Design Immunity; Authorization.

WHEREAS, the design and plans for the Project are determined to be consistent with the City's standards and are approved.

WHEREAS, the design approval set forth in this Resolution occurred before actual work on the Project construction commenced.

WHEREAS, the approval granted by this Resolution conforms with the City's General Plan.

WHEREAS, the City Engineer, or designee, is authorized to act on the City's behalf in approving any alterations or modifications of the design and plans approved by this Resolution.

WHEREAS, the approval and authorization granted by this Resolution is intended to avail the City of the immunities set forth in Government Code §830.6.

SECTION 3: The City Clerk shall certify as to the adoption of this Resolution.

NOW, THEREFORE, BE IT FURTHER RESOLVED that this action is exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to Section 15378(b)(5) of the CEQA Guidelines, as an organizational or administrative activity of government that will not result in a direct or indirect physical change in the environment.

PASSED, APPROVED AND ADOPTED this 12th day of August 2026, by the City Council of the City of Encinitas, State of California.
2026-08-12 Item #08I Page 18 of 19
ATTACHMENT 3
2 ______________________________
Bruce Ehlers, Mayor
ATTEST:
______________________________
Peter Weichers, City Clerk
APPROVED AS TO FORM:
______________________________
Ajit Thind, City Attorney
CERTIFICATION: I, Peter Weichers, City Clerk of the City of Encinitas, California, do hereby certify under penalty of perjury that the foregoing Resolution was duly adopted at a regular meeting of the City Council on the 12
th day of August 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
______________________________
Peter Weichers, City Clerk
2026-08-12 Item #08I Page 19 of 19

Encinitas City CouncilAugust 12, 2026

Encinitas City Council
August 12, 2026