S O

U T

H O

S T

R E

E T

WEST OCEAN AVENUE

WEST CYPRESS AVENUE

LIMIT OF WORK

LIM

IT O

F W O

RK

LIM

IT O

F W O

RK

LIMIT OF WORK

PROJECT SITE

PREPARED BY:

04/13/2026

AS SHOWN

CITY OF LOMPOC

SEAL APPROVED BY: CITY OF LOMPOC

RYON PARK

PARK IMPROVEMENT PLANS

RHA# 25105

BENCHMARK

RYON PARK

CITY OF LOMPOC, CALIFORNIA

PARK IMPROVEMENT PLANS

RHA LANDSCAPE ARCHITECTS HEREBY CERTIFIES THAT THE

DESIGN, DETAILS, AND SPECIFICATIONS AS REPRESENTED

HEREIN MEET PROFESSIONAL LANDSCAPE ARCHITECTURE

STANDARDS. RHA LANDSCAPE ARCHITECTS CANNOT

GUARANTEE THE QUALITY OF CONSTRUCTION, INSTALLATION,

OR MAINTENANCE OF IMPROVEMENTS AS DESIGNED AND/OR

SPECIFIED HEREIN AND DISCLAIMS ANY FUTURE LIABILITY

RESULTING FROM DEVIATIONS. RHA LANDSCAPE ARCHITECTS

IS NOT RESPONSIBLE FOR THE AMOUNT OR FREQUENCY OF

IRRIGATION WATER APPLIED TO THE PROJECT DURING

CONSTRUCTION OR THEREAFTER.

LANDSCAPE ARCHITECT:

RHA LANDSCAPE ARCHITECTS

CLIENT:

CITY OF LOMPOC

IF REQUIRED, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL

PLAN FOR APPROVAL WITH THE CITY, AND OBTAIN A CITY PERMIT, 1

WEEK PRIOR TO THE START OF CONSTRUCTION OF AREA.

CONTACTS:

PRIVATE LANDSCAPE ARCHITECT NOTE:

CV COVER SHEET 1 OF 6

DP-1 DEMOLITION PLAN 2 OF 6

CP-1 CONSTRUCTION PLAN 3 OF 6

LP-1 LANDSCAPE PLAN AND DETAILS 4 OF 6

CD-1 CONSTRUCTION DETAILS 5 OF 6

CD-2 CONSTRUCTION DETAILS 6 OF 6

SHEET INDEX:

COVER SHEET

CV

6840 INDIANA AVE, SUITE 100

RIVERSIDE, CA 92506

951-781-1930 DougG@rhala.com CONTACT:

DOUG GROVE

GENERAL NOTES:

1. UNLESS OTHERWISE NOTED, THESE GENERAL NOTES ARE DIRECTED TO THE CONTRACTOR AND THEIR SUB-CONTRACTORS

PERFORMING WORKS SHOWN IN THESE CONSTRUCTION DOCUMENTS.

2. LICENSES AND REGISTRATION:

A. CONTRACTOR MUST BE PROPERLY AND CURRENTLY LICENSED BY THE STATE OF CALIFORNIA TO PERFORM THE WORK AND

MAY PERFORM ONLY SUCH THE WORK AS IS WITHIN THE SCOPE OF SAID LICENSE.

B. CONTRACTOR MUST BE CURRENTLY LICENSED BY STATE OF CALIFORNIA TO PERFORM PEST CONTROL UTILIZING PESTICIDES, HERBICIDES, FUNGICIDES OR ANY OTHER CHEMICAL REQUIRED LICENSING AND REGISTRATION

3. PRIOR TO SUBMITTING BIDS:

A. CONTRACTOR SHALL CAREFULLY REVIEW IN DETAIL, THE CONTENTS OF THESE CONSTRUCTION DOCUMENTS. NO PART OF

THESE CONSTRUCTION DOCUMENTS ARE INTENDED TO BE IN VIOLATION OF THE LATEST UNIFORM BUILDING CODES AND ALL

APPLICABLE GOVERNING CODES AND ORDINANCES.

B. CONTRACTOR SHALL VISIT THE JOB SITE TO DETERMINE EXISTING CONDITIONS, INCLUDING ACCESS TO THE SITE, THE NATURE AND EXTENT OF EXISTING IMPROVEMENTS UPON ADJACENT PUBLIC AND PRIVATE PROPERTY, AND OTHER FACTORS

THAT MAY AFFECT THE WORK.

C. NOTIFY LANDSCAPE ARCHITECT AND CITY'S AUTHORIZED REPRESENTATIVE OF ANY CONFLICTS AND DISCREPANCIES IN

WRITING AND REQUEST FOR CLARIFICATION BEFORE STARTING WORK.

D. THERE SHALL BE NO ADDITIONAL COMPENSATION RESULTING FROM THE ALLEGED IGNORANCE OF THE JOB SITE CONDITIONS.

*FAILURE TO NOTIFY AND RECEIVE WRITTEN CLARIFICATIONS FOR ANY CONFLICTS AND DISCREPANCIES. THE CONTRACTOR

SHALL ASSUME FULL RESPONSIBILITY AND COST FOR ANY REVISIONS NECESSARY.

4. THESE CONSTRUCTION DOCUMENTS ARE TECHNICAL IN NATURE AND ARE INTENDED TO BE USED BY QUALIFIED WORKMEN IN ORDER TO PERFORM THEIR WORK IN CONFORMITY WITH LOCAL AGENCY STANDARDS. THEY DO NOT ATTEMPT TO SHOW THE EXACT LOCATION OF EVERY ITEM IN THE PROJECT. THESE CONSTRUCTION DOCUMENTS SHOULD NOT BE RELIED UPON FOR

ANYTHING OTHER THAN THE INTENDED PURPOSES.

5. THE INTENTS OF THESE CONSTRUCTION DOCUMENTS ARE TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENTS AND SERVICES NECESSARY FOR THE PROPER EXECUTION OF THE WORK PER THESE DRAWINGS AND SPECIFICATIONS.

6. ALL AGENCY REQUIREMENTS SET FORTH ON ANY PERMITS REQUIRED FOR CONSTRUCTION OF THIS PROJECT, WHETHER REFERENCED HEREIN OR NOT, SHALL BE COMPLIED WITH AS IF THEY WERE PART OF THESE PLANS AND SPECIFICATIONS. THE LANDSCAPE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S NON-COMPLIANCE.

7. ALL WORKS NOT INTENDED TO BE UNDER CONTRACTOR'S CONTRACT WHEN THEY ARE REFERENCED WITH THE FOLLOWING

PHASES: NOT IN CONTRACT (N.I.C); NOT A PART (N.A.P.); BY OTHERS; EXISTING.

8. CIVIL ENGINEER'S AND/OR ARCHITECT'S DRAWINGS HAVE BEEN PROVIDED TO LANDSCAPE ARCHITECT FOR USE AS A BACKGROUND BASE IN PREPARING THESE DRAWINGS. ALL SUCH INFORMATION CONTAINED WITHIN THESE PLANS ARE FOR REFERENCE ONLY. LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR THEIR COMPLETENESS AND ACCURACY. NOTIFY LANDSCAPE ARCHITECT IF THERE ARE DISCREPANCIES BETWEEN ACTUAL SITE CONDITIONS AND BACKGROUND BASE

INFORMATION AS SHOWN PRIOR TO START OF CONSTRUCTION.

9. PRIOR TO THE START OF WORK, CONTRACTOR SHALL CONTACT CITY'S AUTHORIZED REPRESENTATIVES AND LANDSCAPE ARCHITECT TO VERIFY THAT THE CONSTRUCTION DOCUMENTS ARE CURRENT AND HAVE BEEN APPROVED BY GOVERNING AGENCIES; AND TO CLARIFY ANY QUESTIONS OR CONCERNS THE CONTRACTOR OR CITY MAY HAVE REGARDING THE WORK.

10. CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SAFETY AND CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY AND THE LANDSCAPE ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE

LANDSCAPE ARCHITECT.

11. CONTRACTOR'S SUPERINTENDENT SHALL BE PRESENT ON THE JOB SITE AT ALL TIMES DURING PROGRESS OF THE WORK;

CAPABLE OF DISCUSSING WORK PROGRESS AND PROBLEMS IN ENGLISH WITH THE LANDSCAPE ARCHITECT, CITY'S AUTHORIZED REPRESENTATIVE AND INSPECTORS FROM LOCAL AGENCIES; ABILITY TO READ, UNDERSTAND AND INTERPRET TECHNICAL DRAWINGS AND SPECIFICATIONS; AND EXPERIENCED AND KNOWLEDGEABLE OF THE WORK INDICATED IN THE CONSTRUCTION

DOCUMENTS.

12. CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR THE MEANS, METHODS AND APPROPRIATENESS OF ALL INSTALLATION

PROCEDURES UNDERTAKEN FOR THIS PROJECT.

13. NO SUBSTITUTIONS OF EQUIPMENT OR SPECIFIED PRODUCTS BY ANYONE WITHOUT LANDSCAPE ARCHITECT'S SPECIFIC WRITTEN APPROVAL. LANDSCAPE ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY LIABILITY THAT MAY ARISE OUT OF SUCH SUBSTITUTIONS WITHOUT LANDSCAPE ARCHITECT'S SPECIFIC WRITTEN APPROVAL. ALL MATERIALS AND EQUIPMENT SPECIFIED

SHALL BE NEW AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

14. PRIOR TO COMMENCING WORK, CONTRACTOR SHALL VERIFY ALL PROPERTY LINES, EASEMENTS, RIGHT-OF-WAYS, SET BACKS, AND OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. NO CONSTRUCTION ITEMS, INCLUDING

FOOTINGS SHALL EXTEND BEYOND PROPERTY LINE.

15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO START OF CONSTRUCTION. SHOULD THERE BE ANY DISCREPANCY, LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. DIMENSIONS TAKE PRECEDENCE OVER SCALE. ALL REVISIONS OR DEVIATIONS FROM THE PLANS SHALL BE APPROVED BY LANDSCAPE ARCHITECT IN WRITING PRIOR TO IMPLEMENTATION OF SUCH REVISIONS OR DEVIATIONS IN FIELD. COMMENCEMENT OF WORK MEANS ACCEPTANCE OF

JOB SITE CONDITIONS.

16. CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL GRADE DIFFERENCES; ABOVE AND BELOW GROUND UTILITIES; LOCATIONS OF WALLS AND STRUCTURES. CONTRACTOR SHALL NOTIFY "UNDERGROUND SERVICE ALERT' (811) AT LEAST TWO (2) WORKING DAYS PRIOR TO START OF WORK SO AS TO HAVE LOCATION OF UNDERGROUND UTILITIES LOCATED AND MARKED FOR CONSTRUCTION AND SAFETY COORDINATION. CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY AND HOLD LANDSCAPE ARCHITECT HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTING UNDERGROUND UTILITIES OR

STRUCTURES NOT REPORTED OR INDICATED ON THE PLANS.

17. WHEN ANY UNANTICIPATED ISSUES ARE UNVEILED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT AND THE CITY'S AUTHORIZED REPRESENTATIVE FOR FURTHER INSTRUCTIONS BEFORE CONTINUING WITH WORK.

18. CONTRACTOR SHALL COORDINATE HIS WITH OTHER TRADES, LANDSCAPE ARCHITECT, CITY'S AUTHORIZED REPRESENTATIVE AND GOVERNING AGENCIES AS REQUIRED TO MINIMIZE POTENTIAL CONFLICTS AND INTERFERENCE WITH WORK SCHEDULES, WORKERS, EQUIPMENT, CONSTRUCTION MATERIAL DELIVERIES AND STORAGE.

19. ALL QUANTITIES SHOWN HEREON ARE PROVIDED AS INFORMATION ONLY, CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. LANDSCAPE ARCHITECT IS NOT RESPONSIBLE

FOR DISCREPANCIES IN FINAL CONSTRUCTION QUANTITIES.

20. LANDSCAPE ARCHITECT IS NOT RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.

21. PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ALL REQUIRED

PERMITS, FEES, LICENSES AND AGENCY INSPECTIONS AS REQUIRED TO INSTALL THE WORK.

22. CONTRACTOR SHALL MAKE ALL ARRANGEMENTS NECESSARY TO ENSURE THAT ALL MATERIALS, EQUIPMENT AND SUPPLIES WILL

BE AVAILABLE FOR INSTALLATION OF WORK WITHOUT UNNECESSARY DELAYS.

23. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT NO LESS THAN 48 HOURS IN ADVANCE OF ANY SITE OBSERVATIONS OR

MEETINGS. CONTRACTOR SHALL BE BACK CHARGED FOR LANDSCAPE ARCHITECT'S TIME AND RELATED EXPENSES WHEN IT IS FOUND THAT THE WORK IS NOT SIGNIFICANTLY COMPLETED FOR REVIEW OR FOR MISSED APPOINTMENT.

24. LANDSCAPE ARCHITECT'S SITE OBSERVATION DOES NOT INCLUDE INSPECTION OF CONSTRUCTION PROCEDURES, METHODS AND JOB SITE SAFETY CONDITIONS. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS.

25. DIGITAL PHOTOGRAPHIC RECORDS:

A. ALL BELOW GRADE IRRIGATION INSTALLATIONS AND PLANTING PITS THAT ARE COVERED UP WITHOUT LANDSCAPE

ARCHITECT'S REVIEWS SHALL BE DIGITALLY PHOTOGRAPHED WITH THEIR CORRESPONDING LOCATIONS NOTE ON PLANS.

B. ALL DIGITAL IMAGES SHALL BE IN SHARP FOCUS AND OF HIGH QUALITY RECORDINGS.

C. MAIL A FLASH DRIVE CONTAINING ALL THE DIGITAL IMAGES TO LANDSCAPE ARCHITECT AND CITY'S AUTHORIZED

REPRESENTATIVE FOR THEIR REVIEWS AND RECORDS.

D. FAILURE TO PROVIDE SUCH DIGITAL RECORDS MAY REQUIRE EXCAVATION OF WORK FOR REVIEW AT THE DISCRETIONS OF

LANDSCAPE ARCHITECT AND/OR CITY'S AUTHORIZED REPRESENTATIVE. ALL SUCH WORKS WILL BE PERFORMED AT

CONTRACTOR'S EXPENSE.

26. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENTS OF ALL JOB SITE DAMAGES CAUSED BY ITS

OPERATION.

27. COMPLETION OF WORK NOTICE SHALL BE ACCEPTED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION

OF THE CITY'S AUTHORIZED REPRESENTATIVE.

28. ALL WORK EMBODIED ON THESE PLANS SHALL BE DONE IN CONFORMITY WITH APPLICABLE PROVISIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2018 EDITION. THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS DATED 2018, THE STANDARD DRAWINGS ON FILE IN THE OFFICE OF THE CITY ENGINEER, AND DEPARTMENT OF PUBLIC WORKS.

29. BY ACCEPTING THESE PLANS AND/OR PROCEEDING WITH THE IMPROVEMENTS HEREON, CONTRACTOR AGREES TO THE TERMS

HEREIN.

30. IF ARCHAEOLOGICAL ARTIFACTS ARE UNEARTHED OR EXPOSED DURING DEMOLITION OR CONSTRUCTION, THE ARTIFACTS AND THE SITE SHALL BE EVALUATED BY AN EXPERIENCED ARCHAEOLOGIST. AN APPROPRIATE PLAN FOR THE PRESERVATION OF THE ARTIFACTS FROM THE SITE SHALL BE PREPARED AND ITS IMPLEMENTATION OVERSEEN BY AN EXPERIENCED ARCHAEOLOGIST.

IN ADDITION, IN THE UNLIKELY EVENT CULTURAL RESOURCES ARE UNEXPECTEDLY ENCOUNTERED DURING GROUND-DISTURBING ACTIVITIES, WORK IN THE IMMEDIATE AREA MUST HALT AND AN ARCHAEOLOGIST MEETING THE SECRETARY OF THE INTERIOR’S PROFESSIONAL QUALIFICATIONS STANDARDS FOR ARCHAEOLOGY (NATIONAL PARK SERVICE [NPS] 1983) MUST BE CONTACTED IMMEDIATELY TO EVALUATE THE FIND. IF THE RESOURCES ARE PREHISTORIC, A NATIVE AMERICAN REPRESENTATIVE MUST ALSO BE CONTACTED TO PARTICIPATE IN THE EVALUATION OF THE FIND. IF THE DISCOVERY PROVES TO BE SIGNIFICANT, IN CONSULTATION WITH THE ARCHAEOLOGIST AND LOCAL NATIVE AMERICAN(S), A MITIGATION PLAN SHALL BE PREPARED AND IMPLEMENTED IN ACCORDANCE WITH STATE GUIDELINES AND IN CONSULTATION WITH LOCAL NATIVE AMERICAN GROUP(S). THE MITIGATION PLAN MAY INCLUDE BUT WOULD NOT BE LIMITED TO CAPPING AND AVOIDANCE, EXCAVATION AND REMOVAL OF THE RESOURCE, INTERPRETIVE DISPLAYS, SENSITIVE AREA SIGNAGE, OR OTHER MUTUALLY

AGREED UPON MEASURES.

31. IF PALEONTOLOGICAL ARTIFACTS ARE UNEARTHED OR EXPOSED DURING DEMOLITION OR CONSTRUCTION, THE ARTIFACTS AND THE SITE SHALL BE EVALUATED BY AN EXPERIENCED PALEONTOLOGIST. AN APPROPRIATE PLAN FOR THE PRESERVATION OF THE ARTIFACTS FROM THE SITE SHALL BE PREPARED AND ITS IMPLEMENTATION OVERSEEN BY AN EXPERIENCED

PALEONTOLOGIST.

32. IF HUMAN REMAINS ARE DISCOVERED DURING CONSTRUCTION, THE COUNTY CORONER, AND THE NATIVE AMERICAN HERITAGE COMMISSION SHALL BE NOTIFIED AND THEIR RECOMMENDATIONS AND REQUIREMENTS ADHERED TO, PRIOR TO CONTINUATION

OF CONSTRUCTION ACTIVITY.

33. A TEMPORARY USE PERMIT SHALL BE OBTAINED FROM THE PLANNING DIVISION PRIOR TO INSTALLATION OF A CONSTRUCTION

TRAILER ON THE PROJECT SITE.

34. CONTRACTOR SHALL MINIMIZE THE USE OF STREET PARKING BY CONSTRUCTION WORKERS AND EQUIPMENT DURING CONSTRUCTION. TEMPORARY TOILET AND HANDWASHING FACILITIES FOR CONSTRUCTION ARE REQUIRED. TRASH AND DEBRIS SHALL BE CONTAINED ON-SITE. RECYCLING/SALVAGING OF MATERIALS FOR RE-USE SHALL COMPLY WITH THE CALIFORNIA

GREEN BUILDING STANDARDS CODE.

35. NO WORK MAY COMMENCE UNTIL A BUILDING PERMIT IS ISSUED FROM BUILDING AND SAFETY DIVISION.

36. A KNOX KEY BOX SHALL BE INSTALLED AS DIRECTED BY THE FIRE CODE OFFICIAL WHEN A BUILDING PERMIT IS OBTAINED FOR

ANY WORK. THE KEY BOX SHALL CONTAIN KEYS THAT WILL ALLOW THE FIRE DEPARTMENT ACCESS TO ALL PORTIONS OF THE BUILDING. THE KEYS SHALL HAVE TAGS AFFIXED IDENTIFYING THEIR PURPOSE. THE NOMINAL HEIGHT OF THE KNOX BOX INSTALLATIONS SHALL BE 5 FEET ABOVE GRADE. CONSULT WITH THE FIRE MARSHAL FOR PLACEMENT AND SPECIFICATIONS.

ONE ON THE FRONT AND REAR WILL BE REQUIRED.

37. PROPER POSTING OF “NO PARKING EXCEPT IN DESIGNATED STALLS” SIGNS SHALL BE INSTALLED AND ALWAYS MAINTAINED.

VEHICLE TOWING PROCEDURES SHALL BE POSTED AS WELL AS THE CVC CODE.

38. THE KNOX BOX KEY BOX SHALL CONTAIN ALL KEYS TO ALL AREAS OF THE OCCUPANCY. IMMEDIATELY UPDATE THE LOMPOC FIRE DEPARTMENT OF ANY LOCK CHANGES AND REQUEST A SITE VISIT TO UPDATE THE KEYS IN THE KNOX BOX. KEYS SHALL BE

CLEARLY LABELED AND ON A KEY RING.

39. THE CONTRACTOR SHALL USE RECLAIMED OR RECYCLED WATER WHENEVER POSSIBLE FOR ON-SITE PROJECT WORK, TO THE EXTENT SUCH WATER IS NOT DETRIMENTAL TO THE QUALITY OF THE WORK AND DOES NOT CAUSE A HAZARD TO PUBLIC HEALTH.

IN ACCORDANCE WITH LOMPOC MUNICIPAL CODE SECTION 13.04.060 THE USE OF POTABLE WATER IN LOMPOC IS PROHIBITED FOR: WASHING PAVED SURFACES, HARDSCAPE, AND OPEN GROUND; AND FOR DUST CONTROL AT CONSTRUCTION SITES WHEN RECYCLED WATER IS AVAILABLE. RECLAIMED OR RECYCLED WATER IS AVAILABLE TO THE CONTRACTOR FROM A SOURCE AT THE LOMPOC REGIONAL WASTEWATER TREATMENT PLANT LOCATED AT 1801 W. CENTRAL AVENUE IN LOMPOC, AT RATES LESS THAN THE CITY’S POTABLE WATER RATES. CONTACT THE CITY UTILITIES DEPARTMENT AT CITY HALL FOR MORE INFORMATION, AT (805) 736-1261.

40. PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, RECORD DRAWINGS IN CONFORMANCE WITH DEVELOPMENT ASSISTANCE BROCHURE (DAB) E-30 SHALL BE PREPARED AND APPROVED BY THE CITY BUILDING OFFICIAL AND CITY ENGINEER.

DAB E-30 IS AVAILABLE UPON REQUEST AT THE ENGINEERING DIVISION OR ONLINE AT THE FOLLOWING CITY OF LOMPOC WEB

ADDRESS:

http://www.cityoflompoc.com/PublicWorks/pdf/E30.pdf

41. AFTER CONSTRUCTION IS COMPLETE AND CITY HAS APPROVED THE RECORD DRAWINGS, THE APPLICANT SHALL PROVIDE THE CITY MANAGEMENT SERVICES DEPARTMENT, INFORMATION SYSTEMS DIVISION, AND ENGINEERING DIVISION WITH THE FOLLOWING AS-BUILT INFORMATION, IN A COMPUTER FORMAT READILY COMPATIBLE FOR TRANSFER TO THE CITY GEOGRAPHIC INFORMATION SYSTEM [COMPUTER FORMATS ACCEPTABLE FOR DELIVERY INCLUDE DGN; DWG; DXF]. RECORD DRAWING INFORMATION SUBMITTED IN COMPUTER FORMAT WILL INCLUDE, BUT NOT BE LIMITED, TO THE FOLLOWING:

WATER: MAINS, VALVES, BLOW-OFFS, AIR VACS, FIRE HYDRANTS, SERVICES, METERS, RP BACKFLOW

WASTEWATER: MAINS, MANHOLES, LIFT STATIONS, LATERALS

ELECTRIC: LINES, TRANSFORMERS, JUNCTION BOXES, PULL BOXES, POLES, STREET LIGHTS

DRAINAGE: MANHOLES, INLETS, SWALES, BASINS, STRUCTURES, FILTERS, CURB DRAINS

SURFACE: ROAD, CURB/GUTTER, SIDEWALK, DRIVES, ACCESS RAMPS, PARKING LOTS, SURVEY , RETAINING WALLS, BUS

TURNOUT

42. OWNER AND CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING PUBLIC AND PRIVATE FACILITIES, IMPROVEMENTS, PROPERTY, INFRASTRUCTURE, UTILITIES, AND VEGETATION NOT CALLED-OUT AND APPROVED FOR REMOVAL OR ALTERATION;

AND OWNER AND CONTRACTOR SHALL EACH BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE SAME CAUSED BY ITS OWN OPERATIONS, AND SHALL BE REQUIRED TO REPAIR OR REPLACE, OR FUND THE REPAIR OR REPLACEMENT, IN KIND OF ALL SUCH DAMAGED PUBLIC IMPROVEMENTS TO THE SATISFACTION OF AND AS DIRECTED BY THE CITY ENGINEER, AT THE RESPECTIVE

OWNER OR CONTRACTOR'S SOLE EXPENSE.

43. NO WORK SHALL BE PERFORMED WITHIN A PUBLIC STREET OR ALLEY RIGHT-OF-WAY, AND NO STREETS, ALLEYS, TRAFFIC LANES, SHOULDERS, SIDEWALKS, OR OTHER PORTIONS OF A STREET OR ALLEY RIGHT-OF-WAY SHALL BE CLOSED OR PARTIALLY CLOSED WITHOUT FIRST OBTAINING WRITTEN APPROVAL FOR SUCH CLOSURE THROUGH AN ENCROACHMENT PERMIT FROM THE CITY OR OTHER AGENCY HAVING JURISDICTION, AND IF REQUIRED BY SUCH AGENCY, ALSO OBTAINING WRITTEN APPROVAL OF TRAFFIC CONTROL PLANS. TRAFFIC CONTROL PLANS SHALL CONFORM TO ALL APPLICABLE STANDARDS, ADDRESS ALL APPLICABLE TRAVEL MODES (VEHICLES, BICYCLES, PEDESTRIANS, WHEELCHAIRS), SAFELY AND CONVENIENTLY ROUTE TRAFFIC THROUGH OR AROUND THE WORK, AND SHALL BE APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO IMPLEMENTATION.

44. PRIOR TO BEGINNING ANY WORK OR PLACING ANY TRAFFIC CONTROL WITHIN A CITY STREET OR ALLEY RIGHT-OF-WAY, COORDINATE WITH THE CITY PUBLIC WORKS INSPECTOR AND OBTAIN ON-SITE APPROVAL TO PROCEED.

TRAFFIC CONTROL NOTE:

· A LIST OF CONTACT INFORMATION FOR RESPONSIBLE PERSONS

SHOULD BE PROVIDED (LISTED IN THE RANK OF WHOM TO CALL FIRST,

ETC.)

· HOURS OF CONSTRUCTION OPERATIONS SHOULD BE CLEARLY LISTED

FOR PROPOSALS.

· SURVEILLANCE CAMERAS SHOULD BE INSTALLED TO COVER

CONSTRUCTION EQUIPMENT, AND STORAGE OF LUMBER, AND TOOLS.

· IF SECURITY IS ON-SITE, THEIR CONTACT INFORMATION SHOULD BE

PROVIDED.

· ALL EMERGENCY AND RESPONSIBLE CONTACT INFORMATION SHOULD

BE MADE AVAILABLE TO MEET THE LOMPOC POLICE DEPARTMENT

DISPATCH CENTER.

· IF THE CONSTRUCTION AREA IS GATED OR FENCED, GATE ACCESS

CODES OR LOCK ACCESS WILL BE AVAILABLE TO THE LOMPOC POLICE

DEPARTMENT.

POLICE - GENERAL CONDITIONS:

REMOVAL OF CONCRETE PAVING AND SITE

AMENITIES.

THE PROJECT CONSTRUCTION INCLUDES: ,

RAMPS, CONCRETE PAVING ,SITE AMENITIES,

PLANTING, AND IRRIGATION

SCOPE OF WORK:

OVERALL MAP & LOCATION MAP:

CITY APPROVAL:

COMMUNITY DEVELOPMENT

100 CIVIC CENTER PLAZA

LOMPOC, CA 93436

805-875-8241

04/27/2026

DESCRIPTIONQTY.BID

STATUS SYM.

EXISTING CONCRETE TO REMAIN

PROTECT IN PLACE

EXISTING ITEMS TO REMAIN

BASE BID ALL EXISTING TREES TO REMAIN

PROTECT IN PLACE

SYM.

BASE BID

BASE BID 3313 SF

LS

LS

DESCRIPTIONQTY.BID

STATUS SYM.

DEMOLITION ITEMS

SYM.

BASE BID

X1

X2

D1

D2 LS

REMOVE EXISTING TURF

REMOVE EXISTING STAGE, STAIRS & ALL FOOTINGS

WEST OCEAN AVENUE

LIMIT OF WORK

LIM

IT O

F W O

RK

LIM

IT O

F W O

RK

LIMIT OF WORK

D1 X1

X2

D2 D1

D1

X1

D1

PREPARED BY:

04/13/2026

AS SHOWN

CITY OF LOMPOC

SEAL APPROVED BY: CITY OF LOMPOC

RYON PARK

PARK IMPROVEMENT PLANS

RHA# 25105

BENCHMARK

60'40'20'0' 80'

DEMOLITION PLAN

DP-1

DEMOLITION NOTES

1. QUANTITIES ARE GIVEN FOR ESTIMATING PURPOSES ONLY. CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING

MATERIAL IN ALL AREAS AS DESIGNATED ON PLAN AT NO ADDITIONAL COST TO THE CITY.

2. EXISTING UTILITY LINE LOCATIONS ARE NOT KNOWN. CONTRACTOR SHALL VERIFY LOCATIONS IN FIELD PRIOR TO

DEMOLITION AND CONSTRUCTION WORK. CONTACT DIG ALERT AT 811 PRIOR TO BEGINNING ANY DEMOLITION

WORK.

3. REMOVE AND LEGALLY DISPOSE OF ITEMS, EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED, OR REINSTALLED. ALL IRRIGATION MATERIALS LISTED IN IRRIGATION NOTE, FOUND HEREON, SHALL REMAIN PROPERTY OF THE CITY. DEMOLISHED MATERIALS SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED, RECYCLED, OR DISPOSED FROM PROJECT SITE IN AN APPROPRIATE AND LEGAL MANNER.

REFER TO SPECIFICATIONS.

4. LEGALLY TRANSPORT AND DISPOSE OF MATERIALS TO A TRANSFER STATION OR DISPOSAL FACILITY THAT CAN

LEGALLY ACCEPT THE MATERIALS FOR THE PURPOSE OF DISPOSAL.

5. PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND LANDSCAPING THAT ARE DESIGNATED TO REMAIN IN PLACE. IF DAMAGED DURING CONSTRUCTION CONTRACTOR SHALL REPLACE AT NO COST TO THE CITY.

6. CONTRACTOR SHALL PROTECT STORM WATER DRAINAGE FACILITIES FROM POLLUTION RESULTING FROM

CONTRACTOR'S ACTIVITIES FOR THE DURATION OF THE PROJECT.

TURF NOTE

1. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL

DAMAGED TURF CAUSED BY CONSTRUCTION. NEW TURF TO MATCH EXISTING. THE

CONTRACTOR SHALL ENSURE GRASS GROWTH AFTER THE PROJECT IS COMPLETED.

ALLOW A 30 DAY ESTABLISHMENT PERIOD, DURING THE 90 DAY MAINTENANCE

PERIOD.

CONTRACTORS TO VERIFY ALL EXISTING CONTROL VALVE,

NUMBERING STATIONS AND SERVICE AREAS BEFORE

COMMENCING DEMO AND NEW INSTALLATION.CONTRACTOR

SHALL RUN NEW CONTROL WIRE TO NEW VALVE IF NO EXTRA

CONTROL WIRE IS AVAILABLE.

WEST OCEAN AVENUE

LIMIT OF WORK

LIM

IT O

F W O

RK

LIM

IT O

F W O

RK

LIMIT OF WORK

1 2

5'-0"

TYP.

6'-0"

5'-0"

TYP.

6'-0"

5'-0"

TYP.

DESCRIPTION

BID

STATUS SYM.

INSTALLED PAVING TO JOIN FLUSH TO EXISTING CONCRETE PAVING

CONSTRUCTION LEGEND

BASE

BID

REMARKS/DETAIL

2BASE

BID

3BASE

BID

QTY.

LS

BASE

BID

DETAIL 'B', SHEET CD-1

4BASE

BID

CONSTRUCT CONCRETE STAIRS AND HANDRAIL.

CONSTRUCT 4" THICK NATURAL GRAY COLOR CONCRETE PAVING, MEDIUM BROOM FINISH,

JOINTS PER PROJECT SPECIFICATIONS. JOIN FLUSH WITH EXISTING CONCRETE PAVING.

3,934 SF DETAIL 'A', SHEET CD-1

5 EXISTING HARDSCAPE TO PROTECT IN PLACE- - - -

CONSTRUCT AND INSTALL NEW STAGELS

LS DETAIL 'E', SHEET CD-1

DETAIL 'C', SHEET CD-1

BASE

BID

6 INSTALL WINDWALL BY GAMETIME . CONTACT TYLER KYRIOPOULOS 435-245-5055LS INSTALL PER

MANUFACTURER

7BASE

BID

CONSTRUCT CONCRETE RAMP AND HANDRAIL.LS DETAIL 'F', SHEET CD-2

PREPARED BY:

04/13/2026

AS SHOWN

CITY OF LOMPOC

SEAL APPROVED BY: CITY OF LOMPOC

RYON PARK

PARK IMPROVEMENT PLANS

RHA# 25105

BENCHMARK

60'40'20'0' 80'

CONSTRUCTION PLAN

CP-1

CONSTRUCTION NOTES

1. QUANTITIES ARE GIVEN FOR ESTIMATING PURPOSES ONLY. CONTRACTOR WILL BE

RESPONSIBLE FOR INSTALLING MATERIAL IN ALL AREAS AS DESIGNATED ON PLAN

AT NO ADDITIONAL COST TO THE CITY.

2. ALL PRODUCTS SHALL BE INSTALLED PER MANUFACTURE'S RECOMMENDATION.

3. AUTOCAD FILES WILL BE PROVIDED TO CONTRACTOR PRIOR TO CONSTRUCTION

FOR USE IN SURVEYING OF DEMOLITION AND IMPROVEMENTS

4. ALL AREAS DAMAGED OUTSIDE OF THE LIMIT OF WORK DURING CONSTRUCTION

WILL BE REPAIRED BY THE CONTRACTOR, AT NO ADDITIONAL COST TO THE CITY.

ACCESSIBILITY NOTES

1. THE RUNNING SLOPE OF EACH INDIVIDUAL RAMP RUN CANNOT BE STEEPER THAN

1:12 (CBC 11B-405.2). THE CROSS SLOPE FOR ALL RAMP RUNS AND LANDINGS MUST

BE SPECIFIED AND SHALL NOT EXCEED 1:48 (CBC 11B-405.3).

2. INTERMEDIATE LANDINGS REQUIRE A MINIMUM LENGTH OF 60 INCHES, BOTTOM

LANDINGS REQUIRE A MINIMUM LENGTH OF 72 INCHES, AND ALL LANDINGS MUST BE

AT LEAST AS WIDE AS THE RAMP RUN. ADDITIONALLY, ALL LANDING SURFACES

MUST BE CONSTRUCTED TO PREVENT THE ACCUMULATION OF WATER (CBC

11B-405.10).

3. EDGE PROTECTION IS PROVIDED ON BOTH SIDES OF RAMP RUNS AND LANDINGS

(CBC 11B-405.9). THE CURB MUST BE CONSTRUCTED TO PREVENT THE PASSAGE OF

A 4-INCH DIAMETER SPHERE WHERE ANY PORTION OF THE SPHERE IS WITHIN 4

INCHES OF THE WALKING SURFACE (CBC 11B-405.9.2).

4. THE WALKING SURFACES OF THE RAMP AND LANDINGS ARE REQUIRED TO BE

STABLE, FIRM, AND SLIP-RESISTANT.THE CONCRETE FINISH TO CONFIRM THAT THE

SURFACE WILL PROVIDE THE REQUIRED SLIP RESISTANCE (CBC 11B-405.4,

11B-302.1).

WEST OCEAN AVENUE

LIMIT OF WORK

LIM

IT O

F W O

RK

LIM

IT O

F W O

RK

LIMIT OF WORK

17.56 1"

SYMBOL QTY BOTANICAL / COMMON NAME CONTAINER WUCOLS SPACING DETAIL

SHRUBS

34 DIETES GRANDIFLORA / FORTNIGHT LILY 5 GAL LOW 48" o.c. A/LP-1 4 LANTANA CAMARA 'CONFETTI' / CONFETTI LANTANA 5 GAL LOW 60" o.c. A/LP-1

SYMBOL QTY BOTANICAL / COMMON NAME CONT WUCOLS SPACING DETAIL

GROUND COVERS

331 SF TURF SOD / DROUGHT TOLERANT FESCUE BLEND SOD

PLANT SCHEDULE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL

HUNTER PCZ-101-40

DRIP CONTROL VALVE KIT. 1IN. PGV GLOBE

VALVE WITH 1IN. HY100 FILTER SYSTEM.

PRESSURE REGULATION: 40PSI. 150 MESH

STAINLESS STEEL SCREEN.

D/LP-1

AREA TO RECEIVE DRIPLINE

HUNTER HDL-06-12-CV

HDL-06-12-CV: HUNTER DRIPLINE W/ 0.6 GPH

EMITTERS AT 12" O.C. WITH CHECK VALVE.

DRIPLINE LATERALS SPACED AT 12" APART, WITH

EMITTERS OFFSET FOR TRIANGULAR PATTERN.

INSTALL WITH HUNTER PLD BARBED OR PLD-LOC

FITTINGS. BURY TUBING 3" BELOW GRADE.

C/LP-1

SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL

IRRIGATION LATERAL LINE: PVC SCHEDULE 40 B/LP-1

IRRIGATION MAINLINE: PVC SCHEDULE 40 B/LP-1

PIPE SLEEVE: PVC SCHEDULE 40

TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE.

PIPE SLEEVE SIZES SHALL BE AT LEAST TWICE

THE DIAMETER OF THE IRRIGATION PIPING OR

WIRE BUNDLE. EXTEND SLEEVES 18 INCHES

BEYOND EDGES OF PAVING OR CONSTRUCTION.

E/LP-1

IRRIGATION_SCHEDULE

PREPARED BY:

04/13/2026

AS SHOWN

CITY OF LOMPOC

SEAL APPROVED BY: CITY OF LOMPOC

RYON PARK

PARK IMPROVEMENT PLANS

RHA# 25105

BENCHMARK

60'40'20'0' 80'

LANDSCAPE PLAN

LP-1

CONTRACTOR TO VERIFY EXISTING LOCATION OF VALVES AND

CONTROL WIRE AND ASSES THEIR CONDITIONS. CONTRACTOR TO

VERIFY CONTINUITY OF WIRES TO THE EXISTING CONTROLLER.

CONTRACTOR TO SUPPLY A BID ALTERNATE FOR RUNNING NEW

CONTROL WIRES AND/OR REPLACING VALVES IF NEEDED TO

OPERATE THE PROPOSED IRRIGATION.

CONTRACTORS TO VERIFY ALL EXISTING CONTROL VALVE,

NUMBERING STATIONS AND SERVICE AREAS BEFORE

COMMENCING DEMO AND NEW INSTALLATION.CONTRACTOR

SHALL RUN NEW CONTROL WIRE TO NEW VALVE IF NO EXTRA

CONTROL WIRE IS AVAILABLE.

ADJUST & ADD IRRIGATION

HEADS IN TURF REPAIR

AREAS, FOR 100% COVERAGE,

LIMIT OVER SPRAY ON

HARDSCAPE (TYP.). REPLACE

ALL DAMAGED TURF (TYP.)

IRRIGATION NOTES

1. EXISTING IRRIGATION OUTSIDE OF DEMO AREA SHALL BE PROTECTED IN PLACE AND

KEPT OPERATIONAL DURING CONSTRUCTION. ANY DAMAGED IRRIGATION EQUIPMENT

DUE TO CONSTRUCTION SHALL BE REPLACED AT NO ADDITIONAL COST TO THE CITY.

2. LOCATION OF IRRIGATION LINES AND SYMBOLS ARE DIAGRAMMATIC. ALL IRRIGATION

SHALL BE PLACED IN PLANTING AREAS EXCEPT WHEN CROSSING PAVEMENT. ALL PIPE

AND WIRE CROSSING PAVEMENT SHALL BE SLEEVED.

3. VALVE LOCATIONS SHOWN ON THE PLAN ARE APPROXIMATE. VERIFY IN FIELD. ANY

EXISTING LATERAL LINES SERVICING EXISTING VALVES SHALL BE KEPT OPERATIONAL,

PROTECT IN PLACE.

4. EXISTING IRRIGATION CONTROLLER SHALL REMAIN.CONTRACTOR TO VERIFY THE

CONTROLLER LOCATION AND AVAILABLE STATIONS. VERIFY STATION SEQUENCING WITH

THE CITY'S REPRESENTATIVE.

5. CONTRACTOR TO INSTALL NEW VALVE FOR DRIPLINE. USE HUNTER NODE FOR

CONTROLLER.

6. CONTRACTOR SHALL FIELD LOCATE IRRIGATION WATER SUPPLY.

PLANTING NOTES

1. CONTRACTOR IS RESPONSIBLE FOR CLEARING AND GRUBBING ALL TURF REPAIR AREAS

AND NEW PLANTING AREAS, UNLESS OTHERWISE NOTED.

2. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY

DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY

IRRIGATION LINES/ SPRINKLER HEADS, THAT IS A DIRECT RESULT OF THE LANDSCAPE

CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT

DUPLICATION OF ORIGINAL EQUIPMENT, UNLESS OTHERWISE APPROVED BY THE

LANDSCAPE ARCHITECT OR CITY REPRESENTATIVE.

ADJUST & ADD IRRIGATION

HEADS IN TURF REPAIR

AREAS, FOR 100% COVERAGE,

LIMIT OVER SPRAY ON

HARDSCAPE (TYP.). REPLACE

ALL DAMAGED TURF (TYP.)

DRIPLINE SHALL BE

INSTALLED IN NEWLY

PLANTED AREAS.

SHRUB PLANTING

3/8" = 1'-0"

2X ROOTBALL

DIA.

2X R

O O

TB

AL

L D

IA

ROOTBALL, SET CROWN

FLUSH W/FINISH GRADE

COMPACT BACKFILL MIX W/

SHAVINGS (PER PLANTING

SPECIFICATIONS)

EARTH WATERING

BASIN

7 GRAM PLANT TABLETS

3 PER 1 GAL, 6 PER 5

GAL, 9 PER 15 GAL.FINISH

GRADE

OVER EXCAVATE AND

RECOMPACT NATIVE SOIL

PLAN VIEW

PLANT SPACING

AS PER PLAN

MAX. 1/2 O.C. SPACING OF

SHRUB, MIN. 24"

ADJACENT PAVING

EQUAL

EQUAL

3" MULCH PER PLAN

MAX 1/2 O.C. SPACING OF

SHRUB, MIN. 24"SHRUB, SPACING

PER PLAN

329333.16-05

A PIPE AND WIRE TRENCH

NTS

M

IN

M

IN

6"

CONTROL AND NEUTRAL

CONDUCTORS TAPE & BUNDLE

TO MAINLINE @ 20'O.C.

MAIN SUPPLY LINE

SPRINKLER LATERAL

BACKFILL

FINISH GRADE

NOTES

CONTROL AND NEUTRAL CONDUCTORS SHALL BE

INSTALLED WITH A MINIMUM OF 18" EARTH COVER

B 328409.76-06

FLUSH VALVE

LANDSCAPE DRIPLINE TUBING

AIR/VACUUM RELIEF VALVE:

(INSTALL AT HIGH POINT

IN LANDSCAPE SYSTEM)

REMOTE CONTROL VALVE KIT

F

A

COMPRESSION ADAPTER

NOTE: WHEN GLUING THE 1/2"

ADAPTER INTO THE PVC TEE, USE

AN ABS TO PVC BONDING SOLVENT

TYPICAL LANDSCAPE DRIPLINE LAYOUT

MAINLINE PIPE

SUPPLY HEADER

PVC SCH 40

WITH COMPRESSION FITTINGS

328413.56-07 C

NTS

1" DRIP VALVE

SxT TEE W/ STREET

ELL(T).

SCH. 80 RISER.

PR FILTER - FILTER WITH

PRESSURE REGULATOR.

KBI BTU 'V' THREADED TRUE PVC

TRUE UNION BALL VALVE W/SCH

80 NIPPLES.

20"X14" PLASTIC VALVE BOX.

HEAT BRAND VALVE I.D. ON LID.

2" ABOVE GRADE AT

SHRUBS.

RCV AS SPECIFIED.

CONTROLLER WIRE WITH 30 INCH LINEAR

LENGTH OF COIL, WITH PLASTIC I.D. TAG AND

WATERPROOF CONNECTORS.

" B

EL

O

W G

R

AD

E.

INSTALL FILTER FABRIC

AROUND GRAVEL SUMP

TWO 6X2X16 CONCRETE BLOCK CAPS, ONE

ON EACH SIDE OF THE BOX.

45° DOWN AS REQ. TO

LATERAL PIPE DEPTH.

OUTLET PIPE SAME SIZE AS

VALVE, 24" MIN. LENGTH TO

FIRST FITTING.

PVC UNION W/ SHORT

NIPPLES.

3" M

IN

.SET BOX FLUSH

AT TURF.

INSTALL 3" LAYER OF 3 4" WASHED GRAVEL

IN BOTTOM OF VALVE BOX.

328413.76-12 D

CONTRACTOR SHALL FIELD

LOCATE IRRIGATION WATER

SUPPLY.

SLEEVING

1" = 1"

MAIN SUPPLY LINE

FINISH GRADE

MAINLINE SLEEVE

90% COMPACTED

NATIVE SOIL

PVC LATERAL LINE

SLEEVE

CONTROL AND

NEUTRAL WIRES

3"

6"6" M

IN

M

IN

6"

" M

IN

. F

O R

S

LE

EV

IN

G U

N D

ER

R

O

AD

W

AY

4"

M

IN

. U N

D

ER

H

AR

D

SC

AP

E

HARDSCAPE PER PLAN

WIRE SLEEVE

E 328409.76-05

40'

6'-0" 6'-0"

4 TYP2

4TYP

1 HANDRAIL - INSTALL 1" FROM FACE OF

WALL WHERE OCCURS.

EXTEND 12" BEYOND GRADE BREAK AT

TOP AND BOTTOM OF RAMPS.

3 CONCRETE RISER - DETAIL 'E' , THIS SHEET

4 GRADE BREAK

5 POUR-IN-PLACE CONCRETE WALL - DETAIL 'D', THIS SHEET

6 4" THICK CONCRETE PAVING. REFER TO CONSTRUCTION

LEGEND ON SHEET CP-1

EDGE OF CONCRETE PAVING PER PLAN

7 WINDWALL BY OTHERS. REFER TO CONSTRUCTION

LEGEND ON SHEET CP-1

5'-0"

'-3

1 1

17'-8"

1:12 MAX

1:12 M

AX

+18"

+0"

+0"

+18"

1:12 MAX

1:12 M

AX

12'-2"

5' -0

7'

-4

6"

#4 REBAR @24" O.C. CENTER IN SLAB

90% RELATIVE COMPACTION SUBGRADE

CONCRETE PAVING PER PLAN 1/2" PRE-MOLDED FOAM EXPANSION JOINT W/

POLYURETHANE CAULKING TO MATCH CONCRETE

COLOR. SPRINKLE W/ SAND WHILE STILL WET.

PER

PLAN

24"

TREAD

(TYP)

6"

RISER

(TYP.)

1" TYP.

1/4"

1/4"

3 1/4"

1"

6"

1%TYP.

6 EACH - 1/4" WIDE AND DEEP TOOL JOINT TO BEGIN 1"

BEHIND NOSE. PAINT WITH BLACK CONCRETE PAINT (2

COATS). (EACH RISER) (SEE ENLARGEMENT ABOVE)

#4 REBAR @ 18" O.C. (CONT.) MIN. 3" CLEARANCE FROM

EDGE (TYP.)

8 #4 REBAR IN NOSE OF EACH STEP (2" CLR. MIN.)

12"

/2

12"

24 1/2"

INSTALL AS LOCATED ON PLAN

CL

SPEED DOWEL5

9 1-1/4" DIA. GALV. STEEL POST. CORE DRILL 3" DIA. HOLE

AFTER CONCRETE HAS SET UP AND INSERT POST. FILL

VOID WITH NON-SHRINK GROUT. EMBED POST 12"

MINIMUM INTO CONCRETE.

12"

DIA. TYP

18"

TYP

12"

12"

12"

36"

36"

RISER ENLARGEMENT

NOTES:

1. ALL HANDRAILS TO BE 1- 14" DIA.GALV. STEEL PIPE

2. CONTINUOUS WELD ALL CONNECTIONS

3. SUPPLY SHOP DRAWINGS FOR APPROVAL

5'-7"

EQUAL EQUAL

24"

TREAD WIDTH

12"

1 1/2" PRE-MOLDED FOAM EXPANSION

JOINT W/ POLYURETHANE CAULKING TO

MATCH CONCRETE COLOR.

2 POUR-IN-PLACE CONCRETE WALL WITH

MEDIUM SAND TEXTURE USING

SURFACE RETARDER; NATURAL GRAY

CONCRETE COLOR

CONCRETE PAVING PER PLAN

5 (6) #4 CONT. REBAR

FINISH GRADE

#4 VERT. REBAR @ 24" O.C.

NOTE: PAINT ALL EXPOSED CONCRETE WALL SURFACE WITH

'VITROCHEM' ANTI-GRAFFITI COATING PER SPECIFICATIONS

1' -6

SECTION

2' -6

1'-4"

4"

1/4" ROUNDED EDGES

8 90% COMPACTED NATIVE

9 ATTACH WIND WALL PER

MANUFACTURER'S DRAWINGS

PREPARED BY:

04/13/2026

AS SHOWN

CITY OF LOMPOC

SEAL APPROVED BY: CITY OF LOMPOC

RYON PARK

PARK IMPROVEMENT PLANS

RHA# 25105

BENCHMARK

CONSTRUCTION DETAILS

CD-1

CONCRETE PAVING WITH JOINTS

3/4" = 1'-0"

3"

4" P

ED

ES

TR

IA

N 6"

V

EH

IC

U

LA

R

1- 1/

2"

SCORE JOINT

EXPANSION JOINT

1 6

PE

R

PL

AN

1/2"

PE

R

PL

AN

LEGEND

1 CONCRETE PAVING PER CONSTRUCTION

PLAN LEGEND.

2 SCORE JOINT WITH 1/4" RADIUS EDGE, SEE

PLAN FOR ON CENTER SPACING. SEE ABOVE.

3 EXPANSION JOINT WITH 1/4" RADIUS EDGE @

15' O.C. SEE ABOVE.

PER

PLAN

5'

LEGEND

1 CONCRETE PAVING FINISH/COLOR PER PLAN

2 1/4" RADIUS TROWELED EDGE

3 COMPACTED SUBGRADE

4 AFTER PRELIMINARY TROWELING, THE CONCRETE

SHALL BE PARTED W/ A STRAIGHT EDGE TO A

DEPTH OF 1/2 OF THE CONCRETE THICKNESS

5 3/8" FOAM EXPANSION JOINT

6 POLYURETHANE CAULKING TO

MATCH CONCRETE COLOR,

SPRINKLE W/ SAND WHILE STILL

WET

NOTES

PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN

FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS

REPORT AND COMPLY.

LEGEND

1 CONCRETE PAVING - REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH

2 #3 REBAR AT 24" O.C. EACH WAY, CENTERED SLAB

3 FINISH GRADE

4 COMPACTED SUBGRADE

5 1/4" TOOLED RADIUS

A 321313.13-11

NTS

CONCRETE JOINT AT EXISTING PAVING

LEGEND

1 EXISTING CONCRETE PAVING

2 NEW CONCRETE PAVING

3 1/2"DIA. X 18" SMOOTH STEEL DOWEL WRAPPED IN TAR

PAPER AT 48" O.C., TWO MINIMUM PER JOINT

4 DRILL A 1-1/2" DIA. X 3" HOLE IN THE EXISTING CONCRETE

AND IMBED THE SLEEVE WITH EPOXY

5 EXPANSION JOINT 1/4" MAX

9'' 9''

2' ' M

IN

BNTS

CONCRETE RISERE NTS

POURED IN PLACE CONCRETE WALLD

NTS

STAGEC

Xref .\25105_Base.dwg

LONGITUDINAL SECTION

12'

1'8.33% SLOPE, MAX.

GRIND WELD

SMOOTH

RAIL: 1-1/4" STD. SCH. 40

GALV. STEEL WATER PIPE,

(ID = 1.38"; OD= 1.66)

SLEEVE: 1" STD. SCH. 40

GALV. STEEL WATER PIPE,

(ID = 1.049"; OD = 1.315")

T T = .14"

SLEEVE SLEEVE

5' O.C.12"

12"

CROSS SECTION

3'

PER PLAN LEGEND

1 1-1/4" DIA. GALV. STEEL PIPE HANDRAILS,

BOTH SIDES, CENTERED IN CURB, (TYP.)

2 1-1/4" DIA. GALV. STEEL POST. CORE DRILL

3" DIA. HOLE AFTER CONCRETE HAS SET UP

AND INSERT POST. FILL VOID WITH

NON-SHRINK GROUT. EMBED POST 12"

MINIMUM INTO CONCRETE.

3 CONCRETE RAMP, NATURAL GRAY COLOR

W/ MEDIUM BROOM FINISH. JOINTS PER

DETAIL 'A', THIS SHEET

4 95% COMPACTED SUB-GRADE

5 CONCRETE CURB WALL WITH 1/4" RADIUS

EDGES, 3250 PSI. CENTER RAILING ON CURB.

6 #4 HORIZONTAL REBAR @ 18" O.C., EACH

WAY. BEND AND EXTEND INTO CURB WALL

FOOTING

7 TURN HANDRAIL EXTENSION 90 DEGREES

TO AVOID THE INTERSECTING PATH OF

TRAVEL. REFER TO PLAN

8 3/8" PRE-MOLDED FOAM EXPANSION JOINT

W/ POLYURETHANE CAULKING TO MATCH

CONCRETE COLOR. SPRINKLE W/ SAND

WHILE STILL WET.

9 #4 DOWEL @24"O.C. (12"LONG) TOP &

BOTTOM OF RAMP, WRAP W/ TAR PAPER

ONE END

10 CONCRETE PAVING PER PLAN

3'

NOTES

A. ALL HANDRAILS TO BE 1- 14" DIA.GALV. STEEL PIPE

B. PROVIDE SLIP JOINTS AT RAMP EXPANSION JOINTS AND EVERY 24' O.C. MAX. ALL WELDS

SHALL BE GROUND SMOOTH. HANDRAIL UNITS TO BE GALV. (UNLESS SPECIFIED

OTHERWISE) AFTER FABRICATION. PROVIDE 3/8" DIA. DRAIN HOLES AT BOTTOM OF RAILS

AT EACH LANDING AND AT BASE OF EACH POST.

C. CONTRACTOR SHALL SUPPLY FINAL SHOP DRAWINGS PRIOR TO FURNISH & INSTALL

3" 3"

SLIP JOINT DETAIL

4"

8"

1' -3

6"

1' -7

2 2

4"

4 4

1/8TYP.

PREPARED BY:

04/13/2026

AS SHOWN

CITY OF LOMPOC

SEAL APPROVED BY: CITY OF LOMPOC

RYON PARK

PARK IMPROVEMENT PLANS

RHA# 25105

BENCHMARK

CONSTRUCTION DETAILS

CD-2

CONCRETE RAMP W/ HANDRAILF N.T.S.