DRAWING NO.

SHEET OF 10

CITY OF ENCINITAS - ENGINEERING DEPARTMENTBENCHMARKCHANGE NO. DESCRIPTION APPROVED DATE

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

9/1/26 SI-184

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:

Docusign Envelope ID: E2DD5ECC-072A-8B63-8350-7D85EABF1868

9/14/20269/14/20269/14/20269/9/2026

9/14/2026 9/14/2026

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RENEWAL DATE

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JUNE 30, 2027

AutoCAD SHX Text 9-1-26

CITY OF ENCINITAS - ENGINEERING DEPARTMENTBENCHMARKCHANGE NO. DESCRIPTION APPROVED DATE

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

3/4/26 SI-185

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

Docusign Envelope ID: E2DD5ECC-072A-8B63-8350-7D85EABF1868

9/14/2026 9/14/2026

CITY OF ENCINITAS - ENGINEERING DEPARTMENTBENCHMARKCHANGE NO. DESCRIPTION APPROVED DATE

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

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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:

Docusign Envelope ID: E2DD5ECC-072A-8B63-8350-7D85EABF1868

9/14/2026 9/14/2026

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RENEWAL DATE

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JUNE 30, 2027

AutoCAD SHX Text 9-1-26

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SCALE 1"=20'

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SCALE: 1"=20'

CITY OF ENCINITAS - ENGINEERING DEPARTMENTBENCHMARKCHANGE NO. DESCRIPTION APPROVED DATE

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

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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

CITY OF ENCINITAS - ENGINEERING DEPARTMENTBENCHMARKCHANGE NO. DESCRIPTION APPROVED DATE

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

9/1/26

9/14/20269/14/2026

CITY OF ENCINITAS - ENGINEERING DEPARTMENTBENCHMARKCHANGE NO. DESCRIPTION APPROVED DATE

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

3/4/26 SI-185

INLET DETAIL1

CITY OF ENCINITAS - ENGINEERING DEPARTMENTBENCHMARKCHANGE NO. DESCRIPTION APPROVED DATE

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

9/1/26 SI-186

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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.

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.

Docusign Envelope ID: E2DD5ECC-072A-8B63-8350-7D85EABF1868

9/14/2026 9/14/2026

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EX. PICNIC TABLE

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RENEWAL DATE

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JUNE 30, 2027

AutoCAD SHX Text 9-1-26

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SCALE 1"=10'

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SCALE: 1"=10'

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PLAYGROUND CONSTRUCTION PLAN FOR:

CITY OF ENCINITAS - ENGINEERING DEPARTMENTBENCHMARKCHANGE NO. DESCRIPTION APPROVED DATE

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

9/1/26 SI-184

N.T.S.A RUBBERIZED PLAY SURFACING

4"

SLOPE VARIES

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.

4" MINUS IRREGULAR STONE

WITH FINES COMPACTED TO 95%

IN 2" WATERED LIFTS.

SLOPE AGGREGATE BASE TO

DRAIN INLET PER GRADING PLANS.

SLOPE VARIES.

90% MOISTURE COMPACTED

SUBGRADE.

FLUSH

Docusign Envelope ID: E2DD5ECC-072A-8B63-8350-7D85EABF1868

9/14/2026 9/14/2026

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RENEWAL DATE

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JUNE 30, 2027

AutoCAD SHX Text 9-1-26

PLAYGROUND CONSTRUCTION DETAILS FOR:

CITY OF ENCINITAS - ENGINEERING DEPARTMENTBENCHMARKCHANGE NO. DESCRIPTION APPROVED DATE

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

9/1/26 SI-184

PRELIMINARY DRAWINGS - NOT FOR

CONSTRUCTION. CONTRACTOR

SHALL SUBMIT SHOP DRAWINGS

FOR REVIEW AND APPROVAL AND

SHALL OBTAIN ALL REQUIRED

PERMITS.

Docusign Envelope ID: E2DD5ECC-072A-8B63-8350-7D85EABF1868

9/14/2026 9/14/2026

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RENEWAL DATE

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JUNE 30, 2027

AutoCAD SHX Text 9-1-26

PLAYGROUND EQUIPMENT LAYOUT FOR:

'-0

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U M

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TOP OF RUBBER

SURFACE

TOP OF GROUND

SURFACE

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AX

DRAWING NO.

SHEET OF 10

CITY OF ENCINITAS - ENGINEERING DEPARTMENTBENCHMARKCHANGE NO. DESCRIPTION APPROVED DATE

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

9/1/26 SI-184

PLAYGROUND EQUIPMENT ELEVATION - WEST

SCALE: 3/8" = 1'

NOTE: THE HEIGHT OF THE EXISTING PLAYGROUND EQUIPMENT IS 8' - 11"

Docusign Envelope ID: E2DD5ECC-072A-8B63-8350-7D85EABF1868

9/14/2026 9/14/2026

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RENEWAL DATE

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JUNE 30, 2027

AutoCAD SHX Text 9-1-26

EQUIPMENT ELEVATIONS FOR: