tennis courts · tennis courts addendum no. 2 channel islands high school 05-01-‘20 612-12353-05...

Tennis Courts ADDENDUM NO. 2 Channel Islands High School 05-01-‘20 612-12353-05 of 3

ADDENDUM NO. 2 DISTRICT BID NO. 619 ONLY

(Addendum NO. 1 was issued for District Bid No. 616 only)

TENNIS COURTS LITTLE JOB #612-12353-05

DSA: A# 03-120287 File #56-H4

Channel Islands High School

1400 Raiders Way. Oxnard, CA 93033

May 01, 2020

LITTLE 1300 Dove Street, Suite 100 Newport Beach, CA 92660

________________________________________________ Architect- Jay R. Tittle, C- 12955

1. PART 1 - GENERAL

1.1. The following revisions and/or clarifications shall be made to the Bidding Requirements and Contract Documents. Revise and amend the Documents for the above named project in accordance with this Addendum. The bid shall reflect these addendum changes and each bidder shall make reference in their bid to this addendum.

1.2. All Bidding Requirements and Contract Documents shall apply to this addendum as originally indicated in the applicable portions of the contract documents, unless otherwise modified by this addendum.

1.2.1. Previous Addendum #0 issued April 17, 2020; clarifying the bid scope for all bidders.

1.3. GENERAL CLARIFICATIONS

1.3.1. The following clarifications are issued to all bidders as information for use in preparing bids:

1.3.1.1. Response to ‘Pre-Bid RFI NO. 1’, attached.

1.3.1.2. ACAD files will be provided to successful Bidder.

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1.3.1.3. Add ‘Partial Underground Utility Map’ (sheets 1 – 4), for reference noting the following: ‘DSA approved construction documents were prepared using Armstrong & Brooks Consulting Engineers, Inc. survey files where majority of the existing utilities were mapped using available records and some were verified at field. Recently, ‘C-below’ was contracted to perform Underground Utility survey and they have provided us with their maps for Contractor’s reference. For bidding purposes, Contractor shall consider information shown on these maps in addition to what is shown on DSA approved plans as some of the existing utilities within work area will be impacted by proposed improvements.’

1.3.1.4. Add ‘TOPOGRAPHIC SITEPLAN’ (sheets 1 – 6), for reference noting the following: ‘DSA approved construction documents were prepared using Armstrong & Brooks Consulting Engineers, Inc. topo survey files where the linework on their survey files were mostly from aerial survey. Recently, surveyor was tasked to update their topographic survey files to include linework on their survey maps where detailed foot survey was performed at field. Attached are updated topographic survey files for reference. For bidding purposes, contractor shall consider information shown on these maps in addition to what is shown on DSA approved plans.’

2. PART 2 - PROJECT MANUAL

2.1. NONE ISSUED.

3. PART 3 - DRAWINGS

3.1. CIVIL DRAWINGS ISSUED

3.1.1. The following Addendum (“AD”) Drawings, marked Delta 2, are issued:

3.1.1.1. Drawing C2.4: Replace with Drawing AD2-C1.




3.2. LANDSCAPE DRAWINGS ISSUED

3.2.1. Narrative changes to Landscape Drawings are issued as follows:

3.2.1.1. Drawing L1.4 – Delete the sheet entirely from the scope of work.

3.2.1.2. Drawing L3.4 – Delete the sheet entirely from the scope of work.


3.3. ELECTRICAL DRAWINGS ISSUED

3.3.1. Narrative changes to Electrical Drawings are issued as follows:

3.3.1.1. Drawing ED-201 – Delete the sheet entirely from the scope of work.

END OF ADDENDUM NO. 2

Enclosures:

I) Pre-bid RFI #1

II) Reference Plans Issued: a) ‘Partial Underground Utility Map’ (sheets 1 – 4) b) ‘TOPOGRAPHIC SITE PLAN’ (sheets 1 – 6)

III) New full-size Drawings Issued: a) Drawings AD2-C1 through AD2-C4, Delta 2.

PACIFIC TENNIS COURTS, INC.

CONTRACTORS LICENSE NUMBER: CALIFORNIA: 980738

530 Los Angeles Ave., Suite 115-320 Moorpark, CA 93021

www.pacifictenniscourts.com 818.991.7445

818.706.1951 fax

Request for Information Project No.:

Date:

RFI No.:

No. of Pages: 1

Project Reference:

To:

Phone:

Fax:

Contact:

Requested By: Phil Carter

Submitted By: Phil Carter

Drawing No./Detail Spec Section: Page:

Requested Information/Clarification:

Date Response Needed By: ASAP

Response:

Date: Signed:

619

4/28/2020

1

[email protected]

Deanna Rantz

1) What size rebar is required for the tennis courts?2) Who is the lighting manufacturer for the 16 tennis court lights?3) What is the depth of the removal and re-compaction below the existing asphalt tennis court slabs?

Tennis Court Replacement at Channel Islands High School

1) Keynote#30 on sheet C3.4 is referring to detail 20 on sheet C1.1. See that detail for reinforcement related information.2) Refer to fixture schedule on sheet E-201. 3) Refer to project manual specification sections 31 23 16 & 31 23 23 excavation, fill and compaction related informationfor Tennis Courts. However for additional clarity the information is provided on Civil Addendum NO. 2 drawings; refer toAD2-C3 & AD2-C4.

4/30/2020 Farnaz Mahjoob

http://www.pacifictenniscourts.com/

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SUITE 5A

PH # (909) 889-2420

San Bernardino, CA 92408

1887 BUSINESS CENTER DR

Job # AMC 19-132

From Aerial Photography Dated : 03-29-18

Compiled by Arrowhead Mapping Corporation

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SHEET OF

C BELOW SUBSURFACE IMAGING14280 EUCLID AVECHINO, CA 91710

P: 888-902-3569F: 909-606-6555www.cbelow.com

PROJECT:NOTES: The services provided by C Below, Inc. do not relieve the Clientand/or property owner of the responsibility of having to complywith California Government Code §§4216-4216.9. It is expresslyunderstood by the Client and/or owner that CBSI services are nota substitute for compliance with California Code §§4216-4216.9.

TECHNICIANDRAWN BY/DATE:

DATE LOCATED:

PARTIAL UNDERGROUND UTILITY MAP FOR:

GROUND PENETRATING RADAR (GPR)UTILITY LOCATING

RADIOGRAPHYPOTHOLING

DRAWING NAME:

PROJECT NO:

CLIENT:

OXNARD UNIFIED SCHOOL DISTRICT309 SOUTH K STREETOXNARD, CA 93030

CHANNEL ISLAND HIGH SCHOOL1400 RAIDERS WAYOXNARD, CA 93033 QC CHECKED BY/DATE:

MAPPING

CHECK BY/DATE:

10/2019

OG 11/01/2019

19-0976

B. TRAHAN 4

SCALE: 1" = 30'

LB 11/08/2019

REVISIONSNO DATE BY DESCRIPTION

VICINITY MAPNOT TO SCALE

1

DRAWING SHEETS

SHEET NO. SHEET TITLE

KEY MAPNOT TO SCALE

UNDERGROUND UTILITY MAP

OXNARD UNION HIGH SCHOOL DISTRICT

WITHIN THE CITY OF EASTVALE, COUNTY OF RIVERSIDE, CALIFORNIAPREPARED FOR:

N.T.S.

COVER SHEET

SHEET 2

SHEET 3

SHEET 4

C

ISSUED WITH ADDENDUM 2 - FOR REFERENCE ONLY

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SHEET OF


P: 888-902-3569F: 909-606-6555www.cbelow.com



DATE LOCATED:




DRAWING NAME:

PROJECT NO:

CLIENT:



MAPPING

CHECK BY/DATE:

10/2019

OG 11/01/2019

19-0976

B. TRAHAN 4

SCALE: 1" = 30'

LB 11/08/2019


2

UTILITY MAP

MATCH LINE SEE SHEET 3

NOTE:SEE SHEET 1 FOR ABBREVIATIONS, LINE/SYMBOL LEGENDS, KEY NOTES AND UTILITYNOTES


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SUITE 5A

PH # (909) 889-2420

San Bernardino, CA 92408

1887 BUSINESS CENTER DR

Job # AMC 19-132

From Aerial Photography Dated : 03-29-18

Compiled by Arrowhead Mapping Corporation

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P: 888-902-3569F: 909-606-6555www.cbelow.com



DATE LOCATED:




DRAWING NAME:

PROJECT NO:

CLIENT:



MAPPING

CHECK BY/DATE:

10/2019

OG 11/01/2019

19-0976

B. TRAHAN 4

SCALE: 1" = 30'

LB 11/08/2019


3

UTILITY MAP

MATCH LINE SEE SHEET 2



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DATE LOCATED:




DRAWING NAME:

PROJECT NO:

CLIENT:



MAPPING

CHECK BY/DATE:

10/2019

OG 11/01/2019

19-0976

B. TRAHAN 4

SCALE: 1" = 30'

LB 11/08/2019


4

UTILITY MAP



TOPOGRAPHIC SITEPLANFOR

CHANNEL ISLANDS HIGH SCHOOLOXNARD, CA

PREPARED BY:



LEGEND

EXISTING UTILITIES NOTE

INDEX MAP

BENCHMARK

VICINITY MAP

SITE ADDRESS

RAIDERS WAY

TOPOGRAPHY

UNIT "B1"

UNIT "A"

BASIS OF BEARING

SEE SHEET 2SEE SHEET 3

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AV

EN

UE

GARY DRIVE

UNIT "B2"

UNIT "C1" UNIT "C2"

UNIT "D"

UNIT "K"

UNIT "E"

"H"

UNIT "P"

UNIT "J"UNIT"Q"

UNIT "N"

UN

IT "F

"

UN

IT "G

" TENNISCOURTS

BASKETBALLCOURTS

PARKING

SO

LAR

CA

NO

PY

PACIFICVIEWHIGH

SCHOOL

BASEBALL DIAMOND

BASEBALLDIAMOND

SOCCERFIELD

FOOTBALLFIELD

BLEACHERS

BLEACHERS

SOFTBALLDIAMOND

AUTOSHOP


0.0

0.0

0.0

PREPARED BY:



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UNIT "C1" UNIT "C2"

UNIT "D"

UNIT "K"

UNIT "E"

"H"

UNIT "P"

UNIT "J"

UNIT "Q"

UNIT "N"

UNIT "F" UNIT "G"

TENNISCOURTS

BASKETBALLCOURTS

PARKING

SO

LAR

CA

NO

PY

SCALE 1" =

40 0 40 80

40'

SEE SHEET 3

RAIDERS WAY

UNIT "B1"

UNIT "A"


PREPARED BY:



SHEET

OF

SOFTBALLDIAMOND

BLEACHERS

BLEACHERS

FOOTBALL FIELD

SOCCER FIELD

BASEBALLDIAMOND

BASEBALL DIAMOND

PACIFICVIEW HIGHSCHOOL

GARY DRIVE

SCALE 1" =

40 0 40 80

40'

SEE SHEET 2SEE SHEET 4 SEE SHEET 5

SOU

TH R

OSE AVEN

UE

AUTO SHOP


PREPARED BY:



SHEET

OF

SCALE 1" =

20 0 20 40

20'

FOOTBALL FIELD

BLEACHERS

BLEACHERS

DETAIL NO. 1SEE SHEET 6


UNIT "U"

BASEBALL DIAMOND


PREPARED BY:



SHEET

OF

SCALE 1" =

20 0 20 40

20'

SEE ABOVE RIGHT

SEE BELOW LEFT



DETAIL NO. 5SEE SHEET 6 TENNIS

COURTS

UNIT "G"

BASEBALLDIAMOND

BASEBALLDIAMOND

BASEBALLDIAMONDBASEBALL

DIAMOND

AUTOSHOP

BASKETBALLCOURTS


PREPARED BY:



SHEET

OF

DETAIL NO. 1 (SEE SHEET 4)





UNIT "G"

TENNISCOURTS

BLEACHERS

UNIT "U"

UNIT "R"

RUNNINGTRACK

UNIT "N"

UNIT "O"UNIT "O"UNIT "O"UNIT "O"


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DEMOLITIONPLAN

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w w w . l i t t l e o n l i n e . c o m

This drawing and the design shown are theproperty of Little Diversified ArchitecturalConsulting. The reproduction, copying or otheruse of this drawing without their written consentis prohibited and any infringement will be subjectto legal action.

Little 2019c

PROJECT MANAGER

DESIGN TEAM

PRINCIPAL IN CHARGE

PROJECT TEAM

REVISIONS

PROJECT NAME

SHEET TITLE

PROJECT NO.

SHEET NUMBER

ISSUE FOR

ISSUE DATE

1300 Dove Street, Suite 100Newport Beach, CA. 92660

T: 949.698.1400

SEAL

CONSULTANT

AGENCY REVIEW

CLIENT NAME

PROJECT NAME

6121235305

03/09/20

CHANNEL ISLANDS HIGH SCHOOLTRACK & FIELD IMPROVEMENTS +GATEWAY IMPROVEMENTS

DSA SUBMITTAL

1400

RA

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S W

AY,

OXN

AR

D, C

A. 9

3033

CHAN

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ISLA

NDS HIGH SCHOOL

TRAC

K & FIEL

D IM

PROVE

MEN

TS

SA, ML, VS, AT

BB

BB

OXNARD UNIONHIGH SCHOOLDISTRICT

NO. REASON DATE

DEMOLITION KEYNOTES:

REMOVE EXISTING LANDSCAPE IN THIS AREA (TURF OR SHRUBS WHERE OCCURS). EXISTINGIRRIGATION TO BE REMOVED WITHIN THESE LIMITS INCLUDING EXISTING SPRAY HEADS, VALVEBOXES, AND LATERALS. CUT AND CAP EXISTING LINES AT BOUNDARY EDGES. EXISTINGMAINLINE TO BE PROTECTED-IN-PLACE. SEE IRRIGATION PLANS FOR CONTINUATION.

SAWCUT AND REMOVE EXISTING CONCRETE PAVEMENT, BASE & SUBGRADEAS NEEDED TO CONSTRUCT THE NEW IMPROVEMENTS AS SHOWN ON THECONSTRUCTION AND GRADING PLANS.

EXISTING ELECTRICAL PULLBOX, VAULT, PANEL, CONDUIT, CONNECTION, LIGHT POLE,ELECTROLIER OR WIRING IN CONFLICT WITH PROPOSED WORK TO BE REMOVED/RELOCATED TOACCOMODATE THE NEW IMPROVEMENTS. SEE ELECTRICAL PLANS FOR EXACT SCOPE OF WORK.

REMOVE EXISTING ELECTRICAL PEDESTAL AND ALL ASSOCIATED CONDUITS.

REMOVE EXISTING STORM DRAIN LINE.

REMOVE EXISTING SCOREBOARD - INLUDES (2) WIDE FLANGE POSTS AND CONCRETE PADS.STUB EXISTING ELECTRICAL IN PLACE FOR RECONNECTION TO NEW SCOREBOARD, SEEARCHITECTURAL AND ELECTRICAL PLANS.

SAWCUT AND REMOVE EXISTING A.C. PAVEMENT SECTION (ASPHALT, BASE & SUBGRADE)AS REQUIRED TO CONSTRUCT THE NEW IMPROVEMENTS AS SHOWN ON THECONSTRUCTION AND GRADING PLANS.

COLDMILL EXISTING AC PAVEMENT (1.5" THICK).

REMOVE EXISTING POST AND FOOTING.

REMOVE EXISTING SEWER UTILITY BOX.

EXISTING PORTABLE CLASSROOM BUILDING TO BE RELOCATEDON CAMPUS PER DIRECTION OF DISTRICT REP.

REMOVE EXISTING CHAINLINK FENCE/GATE WHERE OCCURS.INCLUDES POSTS AND FOOTINGS, TYP.

REMOVE EXISTING ACCESSIBLE RAMPING AND HANDRAILINGFOR EACH PORTABLE BUILDING. VERIFY LIMITS IN THE FIELD.

REMOVE EXISTING IRRIGATION VALVE, CONTROL BOX, AND PIPE AS OCCURS.

REMOVE EXISTING INFIELD MIX, INCLUDING EXISTING PITCHING MOUNDS,BASES, AND DIRT AS REQUIRED TO CONSTRUCT THE NEW IMPROVEMENTSAS SHOWN ON THE CONSTRUCTION AND GRADING PLANS.

EXISTING LIGHT TO BE REMOVED, INCLUDING POST AND ASSOCIATEDFOOTING.

EXISTING STORAGE SHED TO BE RELOCATED. SEE CONSTRUCTION KEYNOTE#22 ON SHEET C3.3.

EXISTING BACKSTOP FENCING/GATES TO BE REMOVED.

EXISTING DUGOUT TO BE REMOVED/DISPOSED OFFSITE.

REMOVE EXISTING CONCRETE V-GUTTER.

EXISTING BLEACHERS TO BE SALVAGED. RELOCATE OFF-SITE ANDRE-POSITION ON NEW CONCRETE PAD PER CONSTRUCTION PLANS.

REMOVE AND DISPOSE EXISTING TENNIS AND VOLLEYBALL COURT FENCINGINCLUDING FOOTINGS AND ASSOCITAED CONCRETE BANDS.

REMOVE AND DISPOSE EXISTING VOLLEYBALL NETTING, POSTS ANDASSOCIATED FOOTING.

REMOVE AND DISPOSE EXISTING TENNIS COURT NETTING, POSTS ANDASSOCIATED FOOTING.

REMOVE EXISTING JUMP EVENT INCLUDING ALL WEATHER TRACK MATERIALAND SAND PITS.

REMOVE EXISTING ALL-WEATHER TRACK SURFACING, A.C. PAVEMENT ANDBASE FOR THE PROPOSED TRACK IMPROVEMENTS.

NOTES:

LEGEND:

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Little 2019c

PROJECT MANAGER

DESIGN TEAM

PRINCIPAL IN CHARGE

PROJECT TEAM

REVISIONS

PROJECT NAME

SHEET TITLE

PROJECT NO.

SHEET NUMBER

ISSUE FOR

ISSUE DATE


T: 949.698.1400

SEAL

CONSULTANT

AGENCY REVIEW

CLIENT NAME

PROJECT NAME

6121235305

03/09/20


DSA SUBMITTAL

1400

RA

IDER

S W

AY,

OXN

AR

D, C

A. 9

3033

CHAN

NEL

ISLA

NDS HIGH SCHOOL

TRAC

K & FIEL

D IM

PROVE

MEN

TS

SA, ML, VS, AT

BB

BB


NO. REASON DATE

NOTES:

PAVING CONTROL JOINTS:

CONSTRUCTION KEYNOTES (FURNISH & INSTALL):SYNTHETIC TURF - (FIELDTURF COOLPLAY PRODUCT)

OVERLAY EXISTING A.C. PAVEMENT (1.5" THICK).

NEW INFIELD MIX (REFER TO ARCHITECTURAL PLAN)

NEW LOCATION OF EXISTING RELOCATED EXISTING ALUMINUM BLEACHERS.

NEW 12" WIDE P.C.C. CURB WITH 4FT TALL CHAINLINK FENCE(REFER TO ARCHITECTURAL PLANS FOR DETAILS)

C1.116

C1.119

C1.121

A1.3.27

NEW TENNIS COURT W/ NETS, POSTS, AND STRIPING(REFER TO ARCHITECTURAL PLANS FOR DETAILS)

NEW FULL DEPTH A.C. PAVEMENT. MATCH EXISTING A.C. PAVEMENTSECTION LIKE FOR LIKE.

NEW FENCE AND GATE, WHERE OCCURS, MATCH ADJOINING POST SPACING,MATERIAL, AND HEIGHT, LIKE FOR LIKE. REFER TO ARCHITECTURAL PLANSFOR POST EMBEDMENT DETAIL)

NEW 12" WIDE CONCRETE MOW CURB WITH FENCE ON TOP.

A1.3.39

NEW GATEWAY STRUCTURE (REFER TO ARCHITECTURAL AND STRUCTURALPLANS FOR DETAILS). SEE DETAIL FOR BUILDING OVER-EXCAVATION SECTION.

NEW BASEBALL / SOFTBALL FIELD - PITCHING MOUNDS, BASES, ETC. WHERE OCCURS.(REFER TO ARCHITECTURAL PLANS FOR DETAILS)

NEW LIGHT FIXTURE (PEDESTRIAN / TENNIS COURT) WHERE OCCURS(REFER TO ELECTRICAL PLANS FOR DETAILS)

NEW LOCATION OF EXISTING RELOCATED SHED TO NEW LOCATION SHOWN ON PLAN.

NEW 12FT TALL FENCE TENNIS COURT FENCING W/ FABRIC WIND SCREEN. (REFER TOARCHITECTURAL PLANS FOR DETAILS)

NEW DOUBLE-WIDE CHAIN-LINK FENCE GATE (WIDTH VARIES, SEE PLANS).(REFER TO ARCHITECTURAL PLANS FOR FENCING DETAILS)

NEW TENNIS COURT ACCESS GATE(REFER TO ARCHITECTURAL PLANS FOR DETAILS)

A1.3.313

NEW TRACK-N-FIELD ACCESS GATE(REFER TO ARCHITECTURAL PLANS FOR DETAILS)

NEW TRENCH DRAIN - SIZE VARIES(REFER TO STORM DRAIN PLANS FOR SPEC AND DETAILS)

NEW PERIMETER STEEL FENCE (MATCH EXISTING)(REFER TO ARCHITECTURAL PLANS FOR DETAILS)

C1.117

C1.120

NEW VEHICULAR CONCRETE PAVING - SEE ARCHITECTURAL PLANS FOR COLOR AND FINISH.CONTROL AND EXPANSION JOINTS AS SHOWN ON PLANS.

NEW TENNIS COURT CONCRETE - SEE ARCHITECTURAL PLANS FOR COLOR AND FINISH.SAWCUT AND EXPANSION JOINTS AS SHOWN ON PLANS.

NEW PLAYERS DUGOUT @ SOFTBALL FIELD(REFER TO ARCHITECTURAL PLANS FOR DETAILS)

NEW CHAINLINK SOFTBALL FENCING. INCLUDES BACKSTOP FENCING W/ ACCESSGATES ON 24" WIDE CURB. (REFER TO ARCHITECTURAL PLANS FOR DETAILS)

NEW PEDESTRIAN CONCRETE - COLOR AND FINISH VARY PER ARCHITECT'S PLANS.CONTROL AND EXPANSION JOINTS AS SHOWN ON PLANS.

C1.14

C1.11

A1.3.36

C1.15

NEW CONCRETE V-GUTTER - WIDTH AS NOTED ON PLANS. C1.224

ADJUST EXISTING UTILITY TO NEW GRADE AS NEEDED. REFER TO GRADING PLANS.

NEW GOAL POST (REFER TO ARCHITECTURAL PLANS)

SCOREBOARD (REFER TO ARCHITECTURAL PLANS)

LONG / TRIPLE JUMP (REFER TO ARCHITECTURAL PLANS)

HIGH JUMP (REFER TO ARCHITECTURAL PLANS)

SAND (REFER TO ARCHITECTURAL PLANS)

ASPHALT PAVING WITH ALL-WEATHER TRACK SURFACING

ELECTRICAL JUNCTION BOX WITH ALL WEATHER TRACK MATERIAL LID (REFERTO ELECTRICAL PLANS), MATCHING TYPE, COLOR, & MODEL OF EXISTING TRACKSURFACE. CONTRACTOR SHALL CONTACT BEYNON REP. FOR INFO.. & SUBMITCUT-SHEETS FOR REVIEW.

C1.340

RE-GRADE EXISTING LANDSCAPE AREA AS NEEDED @ 4:1 MAX. SLOPE.

LEGEND:

V

V

MHV

M

S

V

S

NORTH

0

GRADINGPLAN

C4.8

TE

CR H I

TC

I A

LIFO

NR

D

CEN SE

LI

OF

STATEC

A

A

NO. C12955

J AY R. T I T TL E

REN. 11-30-21



Little 2019c

PROJECT MANAGER

DESIGN TEAM

PRINCIPAL IN CHARGE

PROJECT TEAM

REVISIONS

PROJECT NAME

SHEET TITLE

PROJECT NO.

SHEET NUMBER

ISSUE FOR

ISSUE DATE


T: 949.698.1400

SEAL

CONSULTANT

AGENCY REVIEW

CLIENT NAME

PROJECT NAME

6121235305

03/09/20


DSA SUBMITTAL

1400

RA

IDER

S W

AY,

OXN

AR

D, C

A. 9

3033

CHAN

NEL

ISLA

NDS HIGH SCHOOL

TRAC

K & FIEL

D IM

PROVE

MEN

TS

SA, ML, VS, AT

BB

BB


NO. REASON DATE

MATCH LINE: SEE SHEET C4.9

LEGEND:

GEOTECHNICAL RECOMMENDATION FOR TENNIS COURTS:AREAS OUTSIDE OF THE BUILDING AREA TO RECEIVE FILL, EXTERIOR SLABS-ON-GRADE,SIDEWALKS, OR PAVING SHOULD BE OVEREXCAVATED TO A DEPTH OF 1.5' BELOWFINISHED SUBGRADE ELEVATION. THE RESULTING SURFACE SHOULD THEN BESCARIFIED AN ADDITIONAL 6", MOISTURE CONDITIONED, AND RECOMPACTED.

FILL AND BACKFILL SHOULD BE PLACED AT, OR SLIGHTLY ABOVE OPTIMUM MOISTUREIN LAYERS WITH LOOSE THICKNESS NOT GREATER THAN 8". EACH LAYER SHOULD BECOMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY OBTAINABLE BYTHE ASTM D-1557 TEST METHOD. THE UPPER ONE FOOT OF SUBGRADE BELOW AREASTO BE PAVED SHOULD BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRYDENSITY OBTAINABLE BY THE ASTM D-1557 TEST METHOD.

REFER TO GEOTECHNICAL ENGINEER'S RECOMMENDATIONS OUTLINED IN SOILSREPORT PREPARED BY EARTH SYSTEMS PACIFIC, DATED AUGUST 27, 2019.

AT-10911.18

V

V

V

V

U/OU/O

M

F/H

M

MS

V

M

WV

NORTH

0

GRADINGPLAN

C4.9

TE

CR H I

TC

I A

LIFO

NR

D

CEN SE

LI

OF

STATEC

A

A

NO. C12955

J AY R. T I T TL E

REN. 11-30-21



Little 2019c

PROJECT MANAGER

DESIGN TEAM

PRINCIPAL IN CHARGE

PROJECT TEAM

REVISIONS

PROJECT NAME

SHEET TITLE

PROJECT NO.

SHEET NUMBER

ISSUE FOR

ISSUE DATE


T: 949.698.1400

SEAL

CONSULTANT

AGENCY REVIEW

CLIENT NAME

PROJECT NAME

6121235305

03/09/20


DSA SUBMITTAL

1400

RA

IDER

S W

AY,

OXN

AR

D, C

A. 9

3033

CHAN

NEL

ISLA

NDS HIGH SCHOOL

TRAC

K & FIEL

D IM

PROVE

MEN

TS

SA, ML, VS, AT

BB

BB


NO. REASON DATE

MATCH LINE: SEE SHEET C4.8

LEGEND:

GEOTECHNICAL RECOMMENDATION FOR TENNIS COURTS:AREAS OUTSIDE OF THE BUILDING AREA TO RECEIVE FILL, EXTERIOR SLABS-ON-GRADE,SIDEWALKS, OR PAVING SHOULD BE OVEREXCAVATED TO A DEPTH OF 1.5' BELOWFINISHED SUBGRADE ELEVATION. THE RESULTING SURFACE SHOULD THEN BESCARIFIED AN ADDITIONAL 6", MOISTURE CONDITIONED, AND RECOMPACTED.

FILL AND BACKFILL SHOULD BE PLACED AT, OR SLIGHTLY ABOVE OPTIMUM MOISTUREIN LAYERS WITH LOOSE THICKNESS NOT GREATER THAN 8". EACH LAYER SHOULD BECOMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY OBTAINABLE BYTHE ASTM D-1557 TEST METHOD. THE UPPER ONE FOOT OF SUBGRADE BELOW AREASTO BE PAVED SHOULD BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRYDENSITY OBTAINABLE BY THE ASTM D-1557 TEST METHOD.

REFER TO GEOTECHNICAL ENGINEER'S RECOMMENDATIONS OUTLINED IN SOILSREPORT PREPARED BY EARTH SYSTEMS PACIFIC, DATED AUGUST 27, 2019.