NORTH ARROW

OVERLAY ARROW INDICATES TRUE NORTH

SHADED AREA INDICATES PLAN NORTH

DETAIL CALLOUT

DEMOLITION KEYNOTE

KEYNOTE NUMBER (SEE LEGEND ON SHEET)

NEW CONSTRUCTION KEYNOTE

KEYNOTE NUMBER (SEE LEGEND ON SHEET)INDICATES A SIMILAR CONDITION

LOCATION ON SHEET

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1. REFER TO ARCHITECTURAL AND LANDSCAPE DRAWINGS FOR ADDITIONALDEMOLITION REQUIREMENTS AND COORDINATION.

2. CONTRACTOR IS TO LEGALLY DISPOSE OF ALL MATERIAL DEMOLISHED ANDIS TO REMOVE ALL SITE EQUIPMENT, FIXTURES, COMPONENTS ANDUTILITIES AS REQUIRED TO PERMIT INSTALLATION OF NEWCONSTRUCTION.

3. DEMOLITION WITHIN THESE LIMITS SHALL INCLUDE BUT NOT BE LIMITED TOTHE ITEMS REFERENCED ON THE CONSTRUCTION DOCUMENTS.DEMOLITION EXTENT WILL ALSO INCLUDE ANY AND ALL OTHER ITEMSNECESSARY TO COMPLETE THE WORK UNDER THIS CONTRACT. FOR ALLITEMS NOT INDICATED ON THESE DRAWINGS, CONTRACTOR SHALLWALK THE SITE PRIOR TO BIDDING TO DETERMINE THE TRUE EXTENT OFDEMOLITION OR REMOVAL WORK REQUIRED.

SAN JACINTO HIGH SCHOOL - ATHLETIC FIELD IMPROVEMENTS

SAN JACINTO UNIFIED SCHOOL DISTRICT

500 IDLYLLWILD DRIVESAN JACINTO, CA 92583

PROJECT TEAM01 GENERAL

G0.1 TITLE SHEET, SYMBOLOGY & ABBREVIATIONS

G1.1 SPECIFICATIONS

04 ARCHITECTURE

A1.1 OVERALL SITE PLAN

A1.2 ENLARGED SITE PLANS

A1.3 SITE DETAILS

A1.4 SITE DETAILS

PLEASE RECYCLE

Project Title

Consultant Seal

Drawing Title:

Designed:

Drawn:

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Project No.

Scale:

Drawing No.

Architect's Seal

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As indicated

TITLE SHEET, SYMBOLOGY &ABBREVIATIONS

3267022

SAN JACINTO HIGH SCHOOL - ATHLETIC FIELD IMPROVEMENTS

SAN JACINTO USD500 IDLYLLWILD DRIVESAN JACINTO CA 92583

G0.1

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02-22-2018

ARCHITECTHMC ARCHITECTS

3546 CONCOURS STREETONTARIO, CALIFORNIA 91764

PHONE (909) 989-9979FAX (909) 483-1400ROBERTO MARQUEZ

LANDSCAPESILVER BAR STUDIO

515 W. COMMONWEALTH AVE. #4 FULLERTON,CA 92832

PHONE (714) 928-5107CRAIG DUNCAN

SHEET LIST

03 LANDSCAPE

ABBREVIATIONSØ DIAMETER OR ROUND+/- PLUS/MINUS# POUND OR NUMBER% PERCENT@ AT° DEGREE℄ CENTER LINE∠ ANGLE⅊ PROPERTY LINEAB ANCHOR BOLTABS ABSOLUTEAC ASPHALTIC CONCRETEACC ACCESSIBLE WORK STATIONACOUS ACOUSTICALADJ ADJACENTAFF ABOVE FINISH FLOORALUM ALUMINIUMANSI AMERICAN NATIONAL STANDARDS

INSTITUTEARCH ARCHITECTURALBD BOARDBLDG BUILDINGBLK BLOCKBLKG BLOCKING

BTWN BETWEENC CHANNELCER CERAMICCF CUBIC FEETCFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLEDCFOI CONTRACTOR FURNISHED,

OWNER INSTALLEDCJ CONTROL JOINTCLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCONC CONCRETECONT CONTINUOUSCORR CORRIDORCR CLASSROOMCTSK COUNTER SUNKCTC CENTER TO CENTERd PENNYDBL DOUBLEDEL DELETEDET DETAILDF DRINKING FOUNTAINDIA DIAMETER

DIM DIMENSIONDL DOOR LOUVERDN DOWNDP DISABLED PERSON ACCESSIBLEDS DOWNSPOUTDWG DRAWINGEA EACHEJ EXPANSION JOINTELEV ELEVATIONELEC ELECTRICALEMT ELECTRICAL METAL TUBINGENCL ENCLOSUREENGR ENGINEEREOS EDGE OF SLABEQ EQUALEQPT EQUIPMENTEW EACH WAY(E) EXISTINGEXP ECPANSIONEXT EXTERIORFA FIRE ALARMFD FLOOR DRAINFDC FIRE DEPARTMENT CONNECTIONFDN FOUNDATION

FE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER W/CABINETFF FINISH FLOORFG FINISH GRADEFH FIRE HYDRANTFHC FIRE HOSE W/ CABINETFHWS FLAT HEAD WOOD SCREWFL FLOORFO FACE OFFOC FACE OF CONCRETEFOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUDFS FINISH SURFACEFT FOOT OF FEETFTG FOOTINGGA GAUGEGALV GALVANIZEDGB GYPSUM BOARDGFRC GLASS FIBER REINFORCED CONCRETEGYP GYPSUMHB HOSE BIBHDWE HARDWARE

HM HOLLOW METALHOR HORIZONTALHR HOURHVAC HEATING VENTILATION AIRID INSIDE DIAMETERIN INCH OR INCHESINT INTERIORINV INVERTJBOX JUNCTION BOXJAN JANITOR CLOSETLAV LAVATORYLB(S) POUND(S)MAX MAXIMUMMB MACHINE BOLTMDF MEDIUM DENSITY FIBERBOARDMFR MANUFACTURERMH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMTL METAL(N) NEWNIC NOT IN CONTRACTNO NUMBER

NR NON RATEDNTS NOT TO SCALENTS NOT TO SCALEO/ OVEROA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROFCI OWNER-FURNISHED

CONTRACTOR-INSTALLEDOFOI OWNER-FURNISHED

OWNER-INSTALLEDOH OPPOSITE HANDOTO OUT TO OUTPA PUBLIC ADDRESSPE PAD ELEVATIONPERP PERPENDICULARPH PANIC HARDWAREPL PLATEPLAM PLASTIC LAMINATEPLUMB PLUMBINGPLYWD PLYWOODPM PARTITION MOUNTEDPOC POINT OF CONNECTIONPR PAIR

PREP PREPAREPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPVC POLYVINYL CHLORIDER RISER, RADIUSRD ROOF DRAINREC RECESSEDREF REFERENCEREQ REQUIREDRM ROOMRWL RAIN WATER LEADERRO ROUGH OPENINGSCHED SCHEDULESECT SECTIONSF SQUARE FEETSHT SHEETSIM SIMILARSM SURFACE MOUNTEDSMS SHEET METAL SCREWSOV SHUT OFF VALVESPEC SPECIFICATIONSST STAINLESS STEELSTD STANDARDSTL STEEL

STRUCT STRUCTURALT&B TOP AND BOTTOMTEMP TEMPORARYTO TOP OFTOC TOP OF CURBTOD TOP OF DRAINTOP TOP OF PARAPETTOPL TOP OF PLATETOR TOP OF RIDGETOS TOP OF SLABTOW TOP OF WALLTST TOP OF STEELTV TELEVISIONTYP TYPICALUC UNERCUTUNO UNLESS NOTED OTHERWISEVCT VINYL COMPOSITION TILEVERT BERTICALW WIDE FLANGEW/ WITHW/O WITHOUTWD WOODWH WATER HEATERWI WOODWORK INSTITUTE

WIN WINDOWWP WATERPROOFWS WOOD SCREWWT WEIGHTWWF WELDED WIRE FABRICx BYYD YARD

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NOTE:OTHER ABBREVIATIONS USED ON THESE DRAWINGS ARECONSIDERED STANDARDS IN THE BUILDING INDUSTRY.CONTACT ARCHITECT FOR NECESSARY CLARIFICATION.

APPLICABLE CODES

PROJECT SITE

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VICINITY MAP

SCOPE OF WORKWORK INCLUDED IN THE CONTRACT: MODIFICATION OF EXISTING ATHLETIC FIELD SOUTH WEST OF FOOTBALL STADIUM TOPROVIDE NEW DG AREAS FOR DISCUS, SHOTPUT, SAND VOLLEYBALL COURT ,NEW TURF FOR SOCCER FIELD, AND NEWORNAMENTAL FENCE AND GATES (FOR ALTERNATE).

GENERAL NOTES1. CONSTRUCTION DOCUMENTS DESCRIBE THE PRODUCTS, SYSTEMS,

QUANTITIES, CONFIGURATION, AND PERFORMANCE SPECIFICATIONS THATDELIVER THE OVERALL DESIGN INTENT OF THE PROJECT.

2. THE CONSTRUCTION DOCUMENT DRAWINGS AND SPECIFICATIONS ARECOMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING ASIF REQUIRED BY BOTH.

3. PERFORMANCE BY THE CONSTRUCTION TEAM SHALL BE CONSISTENT WITHTHE CONSTRUCTION DRAWINGS AND SPECIFICATIONS AS NECESSARY TODELIVER THE INDICATED RESULTS OF THE DESIGN INTENT.

4. VERIFY ALL DIMENSIONS, LOCATIONS OF EXISTING UTILITIES, ANDCONDITIONS ON THE JOB SITE PRIOR TO THE START OF WORK OR PORTIONSOF THE WORK. NOTIFY THE ARCHITECT IMMEDIATELY OF ANYDISCREPANCIES BETWEEN THE ACTUAL FIELD CONDITIONS AND THECONSTRUCTION DOCUMENTS. EXISTING CONDITIONS ARE INDICATED AS ARESULT OF FIELD OBSERVATIONS, INFORMATION SHOWN ON AVAILABLEDOCUMENTS AND FIELD CONDITIONS AT THE TIME OF PREPARATION.

5. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL GOVERNINGCODES, ORDINANCES, REGULATIONS AND LAWS.

6. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING,TEMPORARY SUPPORTS AND SCAFFOLDING IS THE SOLE RESPONSIBILITY OFTHE CONTRACTOR.

7. WHERE ANY CONFLICT OCCURS BETWEEN THE REQUIREMENTS OF LAWS,CODES, ORDINANCES, RULES AND REGULATIONS, THE MOST STRINGENTSHALL GOVERN.

8. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS,SECTIONS OR DETAILS ON THE DRAWINGS.

9. DETAILS MARKED 'TYPICAL' SHALL APPLY IN ALL CASES UNLESSSPECIFICALLY NOTED OTHERWISE.

10. ENACT ALL MEASURES TO PROTECT AND SAFEGUARD ALL EXISTINGELEMENTS TO REMAIN FROM BEING DAMAGED. REPLACE OR REPAIREXISTING ELEMENTS DAMAGED BY THE EXECUTION OF THIS CONTRACT TOEQUAL OR BETTER CONDITION.

11. PRIOR TO THE START OF WORK THE CONTRACTOR SHALL COORDINATEBETWEEN THE REQUIREMENTS OF ALL DISCIPLINES HEREIN AND BETWEENTHE REQUIREMENTS OF ALL DRAWINGS AND SPECIFICATIONS IN ORDERTHAT ALL ITEMS SATISFACTORILY RELATE TO ONE ANOTHER. NOTIFYARCHITECT IMMEDIATELY REGARDING ANY ITEMS THAT CANNOT BECOORDINATED.

12. CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING ANDTRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING, CONDUIT, ETC.AND TO PREVENT HAZARD TO PERSONNEL AND/OR TO EXISTINGUNDERGROUND UTILITIES OR STRUCTURES. THE CONTRACTOR SHALLIMMEDIATELY NOTIFY THE ARCHITECT SHOULD SUCH UNIDENTIFIEDCONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DONOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.

13. CHANGE TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BEMADE BY ADDENDA OR CONSTRUCTION CHANGE DOCUMENT (CCD)

, AS REQUIRED BY SECTION 4-338, PART 1, TITLE 24,CCR.

15. A PROJECT INSPECTOR EMPLOYED BY THE DISTRICT (OWNER ) SHALLPROVIDE CONTINUOUS INSPECTION OF WORK. THE DUTIES OF THEINSPECTOR ARE DEFINED IN SECTION 4-342, PART 1, TITLE 24, CCR.

16. AN ACCEPTED TESTING LABORATORY DIRECTLY EMPLOYED BY THEDISTRICT (OWNER) SHALL CONDUCT ALL THE REQUIRED TESTS ANDINSPECTIONS FOR THE PROJECT.

17. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THAT THE WORKOF THE ALTERATION, REHABILITATION OR RECONSTRUCTION IS TO BE INACCORDANCE WITH TITLE 24, CCR. SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NON-COMPLYING CONSTRUCTION BEDISCOVERED WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTSWHEREIN THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24,CCR ,A CONSTRUCTION CHANGE DOCUMENT (CCD) OR A SEPARATE SET OFPLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIREDWORK SHALL BE SUBMITTED TO THE OWNER AND APPROVED BY THE OWNERBEFORE PROCEEDING WITH THE WORK (SECTION 4-317(C), PART 1, TITLE24,CCR)

LIST OF 2016 CALIFORNIA CODE OF REGULATIONS (C.C.R.):2016 California Administrative Code, Part 1, Title 24 C.C.R.2016 California Building Code (CBC), Part 2, Title 24 C.C.R. (2015 International Building Code Volumes 1-2 and 2016 California Amendments)2016 California Fire Code, Part 9, Title 24 C.C.R. (2015 International Fire Code and 2016 California Amendments)2016 California Referenced Standards, Part 12, Title 24 C.C.R.Title 19 C.C.R., Public Safety, State Fire Marshal Regulations.

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GENERAL DEMO NOTES

OWNERSAN JACINTO

UNIFIED SCHOOLDISTRICT

905 INDUSTRIAL WAYSAN JACINTO, CALIFORNIA 92582

PHONE (951) 654-7769MICHAEL P. COLLINS

TOTAL SHEETS: 8

No. Description Date

L1.01 IRRIGATION PLAN & DETAILSL1.02 IRRIGATION & PLANTING SPECIFICATIONS

03-01-2018

PLEASE RECYCLE

Project Title

Consultant Seal

Drawing Title:

Designed:

Drawn:

QAQC

Date:

Project No.

Scale:

Drawing No.

Architect's Seal

010203040506070809

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SPECIFICATIONS

3267022

SAN JACINTO HIGH SCHOOL - ATHLETIC FIELD IMPROVEMENTS

SAN JACINTO USD500 IDLYLLWILD DRIVESAN JACINTO CA 92583

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SECTION 02 41 19 - SELECTIVE DEMOLITION

END OF SECTION

SECTION 11 66 00 - ATHLETIC EQUIPMENT / EXTERIOR IMPROVEMENTS

A. SECTION INCLUDES1. Provide equipment and improvements as scheduled.

B. SUBMITTALS1. Shop drawings, plan layout of equipment, footings, mounting bolt dimensions, anchorages, power

requirements, and related installation details for each type of equipment specified.2. Product data on operating equipment, characteristics and limitations.3. Product data.

C. QUALITY ASSURANCE1. Manufacturer: Company specializing in equipment with five years experience.

D. WARRANTY1. Provide a limited 2-Year Warranty Date of Certified Completion on all equipment.2. Extended Warranty: Provide ten year limited warranty on volleyball posts.

E. MANUFACTURERS1. Products of following manufacturers form basis for design and quality intended.

a. Anthem Sports, Pawcatuck, CTb. BSN Sports, Dallas, TXc. Jaypro Sports Inc., Waterford, CT.d. Porter Athletic Equipment Company, Chatsworth, CA.e. AALCO, St. Louis, MO.f. PW Athletic Equipment, Prescott AZ.

F. MATERIALS1. Concrete for Footings and Slabs: Minimum 2500 psi mix, 4-inch slump.

a. Thickness as indicated.

G. INSTALLATION1. Install systems and components in accordance with manufacturer's instructions.2. Support and anchor equipment and component assemblies per manufacturer’s instructions.3. Install concrete footings according to manufacturer's details including steel reinforcing.

H. SCHEDULE FOR EXTERIOR EQUIPMENT1. Sand Volleyball Court Equipment: Jaypro, model OBV-100, Mercury Aluminum Beach Volleyball System.

Provide quantity of sets as indicated.a. Playground Sand: Fill with washed beach sand:

1) 18-inches deep for play zone (on the court)2) 12-inches deep for free zone

b. Optional Ground Sleeves, Jaypro model QBV-100AK

2. Sand Volleyball Court Rubber Border: Rubber Borders, by FlexEdge. Provide quantity of borders inlayouts as indicated.a. UV topcoat (Field applied)b. 18 inch anchor pinc. 8 ½" W x 10-1/2" Hd. Recycled rubber playground containment barrier

3. Soccer Goals: BSN Sports; Alumagoal 4-inch Round Classic. Provide quantity of sets as indicated.a. Size: 8' H x 24' W x 3' D x 9' Bb. Color: whitec. Frame material : aluminum/ galvanized steeld. Front face: 4" round, powder coated custom aluminum extrusion for superior strength.e. Backstays: 2" round powder coated aluminumf. Rear crossbars: 2" round galvanized steel.g. Built-in net clip track w/ clips.h. 4 mm white nets & ground anchors.i. NFSHSA Compliant.j. Transport Wheels : Set of 2

4. Shot Put Throwing Circle; by Anthem Sports, Pawcatuck, CT, or equal.a. Model: Gill 373 Powder Coated Steel Shot Circle

1) Four sections of ¼” x 1-1/2” flat powder coated steel2) Mounted on top of concrete surface.

b. Install 10 feet x 10 feet x 6-inch thick concrete level pad, flush with turf. Install steel shot circle7 ft. diameter circle (I.D.). Finish surface with light broom finish.

c. NFHS compliant.d. Steel Shot Circle: as indicated on Drawings.e. Location(s) and Quantity: as indicated on Drawings.

5. Discus Throwing Circle with Cage and Net by Anthem Sports, Pawcatuck, CT, or equal.a. Model: Gill 371 Powder Coated Steel Discus Circle

1) Three sections of 1/4" x 1-1/2" flat powder coated steel.2) Mounted on top of concrete surface.

b. Model: Gill 8030 High School Steel Discus Cage and Net1) 6-pole layout2) 14 ft. high rolled steel offset net poles3) 2-1/2" square poles, 14 gauge steel tube4) 14 ft. x 56 ft. knotless weather treated nylon net at 13'-6 inches high.

c. NFHS compliant.d. Install 10 feet x 10 feet x 6-inch thick concrete level pad, flush with turf. Install steel throwing circle

8 ft. 2-1/2 inches diameter circle (I.D.) Finish surface with light broom finish.e. Steel Throwing Circle: as indicated on Drawings.f. Location(s) and Quantity: as indicated on Drawings.

No. Description Date

SECTION 32 18 24 - DECOMPOSED GRANITE TRACK AND FIELD SURFACES

A. SECTION INCLUDES1. Decomposed granite at Shotput and Discus platforms2. Filter fabric surface preparation.3. Field4. Event substrate and surfacing.

B. QUALIFICATIONS1. Supplier: Company with 5 years of documented experience in providing specified surfacing materialsfor running track projects of similar scale.2. Installer: Company with 5 years of documented experience in the installation of specified surfacing

materials for track projects of similar scale.

C. SUBMITTALS1. Prior to preparing final submittals, meet with Architect and representatives of athletic department to

establish shotput and discus markers, and all other related operational considerations.2. Platform Surface:

a. Shop drawing indicating marker layout and details.

D. DELIVERY, STORAGE, AND HANDLING1. Deliver products to site under provisions of Division 01.2. Store and protect products under provisions of Division 01.3. Store materials in a dry, secure area.

E. DECOMPOSED GRANITE PLATFORM SURFACE1. Source: Provide platform surface material from a single source, blended from the same aggregate and

material source.a. Supplier: Tri State Materials

2. Product: Southwest Brown / Blended rock and clay binder material.a. Rock: Decomposed graniteb. Clay binder: Inorganic clay type soils.

F. FILTER FABRIC1. Filter Fabric: Mirafi or equal, Type 140N.

G. OTHER MATERIALS1. Provide all other materials, not specifically described but required for complete and proper installation of

this work, as selected by the Contractor and subject to the approval of the Architect.

H. INSPECTION1. Prior to work of this section, carefully inspect previously installed work. Verify all such work is complete

to the point where this installation may properly commence.2. Verify that work of this section may be installed in strict accordance with the original design, all pertinent

codes and regulations, and all pertinent portions of the referenced standards.a. Verify existing subgrade has been properly compacted, and set at proper elevation to

accommodate specified track surfacing.3. In the event of discrepancy, immediately notify the Architect.4. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully

resolved.

I. PREPARATION1. Clean substrate surface free of foreign matter by scrapping and brushing followed by vacuum cleaningor blower removal.2. Patch substrate with approved materials as necessary to establish smooth and sound surface for

system installation.3. Provide on-site factory representative for all striping, event and lane marking.

J. PLATFORM INSTALLATION1. Unless otherwise shown, provide specified filter fabric over all track and field event surfaces, lapping

edges 12 inches.2. Install specified track surface material in minimum 4 inch compacted thickness, and as shown on

drawings.a. Compact to 95 percent density per ASTM D1557-78, at moisture content as approved by Geotechnical

Engineer.

K. FIELD EVENT ACCESSORY INSTALLATION1. Install field event accessories in accordance with approved submittal.

L. PROTECTION1. Protect finished installation under provisions of the General Conditions.

END OF SECTION

SECTION 32 93 13 - LAWNS

A. SECTION INCLUDES1. Preparation of subsoil.2. Soil preparation.3. Fertilizing4. Seeding5. Watering6. Seed protection.7. Accessories8. Protection and cleanup.9. Maintenance

B. SUBMITTALS1. Product Data: For each type of product indicated.2. Certification of Grass Seed: From seed vendor for each grass-seed monostand or mixture stating the

botanical and common name and percentage by weight of each species and variety, and percentage ofpurity, germination, and weed seed.

3. Planting Schedule: Indicating anticipated planting dates for each type of planting.4. Maintenance Instructions: Recommended procedures to be established by Owner for maintenance of

lawns during a calendar year. Submit before expiration of required maintenance periods.

C. QUALITY ASSURANCE1. Provide seed mixture in containers showing percentage of seed mix, year of production, purity,

germination, net weight, date of packaging and location of packaging.

D. MAINTENANCE DATA1. Maintenance data for continuing Owner maintenance.2. Include maintenance instructions, cutting method and maximum grass height; types, application

frequency and recommended coverage of fertilizer.

E. DELIVERY, STORAGE AND HANDLING1. Deliver grass seed mixture in sealed containers. Seed in damaged packaging is not acceptable.2. Deliver fertilizer in waterproof bags showing weight, chemical analysis and name of manufacturer.

F. COORDINATION1. Coordinate the work of this Section with installation of underground sprinkler system piping and watering

heads.

G. MAINTENANCE SERVICE1. Maintain seeded areas for 90 days from Date of Certified Completion as determined by Owner.2. Maintain sodded and seeded areas immediately after placement and continue for a period of 6 months

after the Date of Substantial Completion3. Maintenance shall include the following.

a. Wateringb. Mowingc. Weedingd. Repair of defects

H. ACCEPTABLE SUPPLIER1. Products of following manufacturers form basis for design and quality intended.

a. Scottsb. Or equal as approved in accordance with Division 01 for substitutions.

I. SEED MIXTURE1. Seed Type: Sports Mix #1i, by OreGro California.2. Do not regrade the site.

J. SOIL MATERIALS1. Topsoil: Excavated from site free of weeds, rocks, debris and noxious materials.

K. ACCESSORIES1. Soil Amendments: Mulch shall be equal parts approved on‑site soil and nitrolized fir bark fines. Mix

thoroughly and protect from water until placed.2. Agricultural Gypsum: As common to industry.3. Fertilizer: Gro‑Power Plus4. Water: Clean, fresh and free of substances or matter which could inhibit vigorous growth of grass.5. Erosion Fabric: Jute matting, open weave.6. Herbicide7. Edging: Bender board, 1 x 6, redwood.

L. INSPECTION1. Verify that prepared soil base is ready to receive the work of this Section.2. Beginning of installation means acceptance of existing site conditions.

M. PREPARATION OF SUBSOIL1. Prepare subsoil to eliminate uneven areas and low spots. Maintain lines, levels, profiles and contours.

Make changes in grade gradual. Blend slopes into level areas.2. Remove foreign materials, weeds and undesirable plants and their roots. Remove contaminated subsoil.3. Scarify subsoil to a depth of 12 inches. Repeat cultivation in areas where equipment, used for hauling

and spreading topsoil, has compacted subsoil.4. Remove all rocks one inch or larger

N. SOIL PREPARATION1. Apply six cubic yards of organic soil amendment per 1,000 square feet2. Apply 50 lbs. of agricultural gypsum per 1,000 square feet3. Mix thoroughly into upper 6 inches of soil.

O. FERTILIZING1. Apply ammonium sulfate at a rate of 10 lbs. per 1,000 square feet2. Do not apply fertilizer at same time or with same machine as will be used to apply seed.3. Mix thoroughly into upper 6 inches of soil.4. Lightly water to aid the dissipation of fertilizer.5. Moisten soil thoroughly prior to seeding

P. SEEDING1. Apply seed at a rate of 14 lbs. total per 1,000 sq. ft evenly in two intersecting directions. Rake in lightly.

Do not seed area in excess of that which can be mulched on same day.2. Planting Season: Do not seed when winter months drop during evenings below 35 degrees.3. Do not sow immediately following rain, when ground is too dry or during windy periods.4. Roll seeded area with roller not exceeding 100 lbs.5. Immediately following seeding and compacting, apply mulch to a minimum thickness of 1/8 inches.

Maintain clear of shrubs and trees.6. Apply water with a fine spray immediately after each area has been mulched. Keep damp at all times.

Q. WATERING SEEDED1. All seeds should be kept moist at all times and irrigation should be adjusted accordingly. This normally

would involve 4 to 6 watering periods daily. Each watering period (on) regulated to just dampen themulch and seed, without creating runoff. Intervals between irrigations (off) should be judged by thelength of the time mulch and seeds remain damp. Once mulch and seeds begin to dry out, the watering(on) should be repeated.

2. Water grass until acceptance of work. The areas shall be kept moist, but not glistening wet, until time forthe first cutting of grass. After first cutting, water lawn to maintain a thriving condition. Any areaswhere the seeds fail to germinate satisfactorily shall be immediately reseeded. The contractor shallmaintain the lawn areas until an even, close stand of grass has been obtained for at least 90 days.There shall be a minimum of 10 grass plants per one square inch. Apply water in sufficient quantitiesand as often as seasonal conditions require to keep the planted areas wet at all times, well below theroot systems of grass.

R. SEED PROTECTION1. Identify seeded areas with stakes and nylon cord around area periphery. Set string height to 36 inches

above grade. Space stakes at 8 feet apart. Place small yellow plastic flags on cord at 4 feet apart.2. Cover seeded slopes where grades if 6 inches per foot or greater with erosion fabric. Roll fabric onto

slopes without stretching or pulling. Install as per manufacturers recommendations.3. Lay fabric smoothly on surface, bury top end of each section in 6 inches deep excavated topsoil trench.

Provide 12 inches overlap of adjacent rolls. Backfill trench and rake smooth, level with adjacent soil.4. Secure outside edges and overlaps at 36 inches intervals with stakes.5. Lightly dress slopes with organic soil amendment to ensure close contact between fabric and soil.6. At sides of ditches, lay fabric laps in direction of water flow. Lap ends and edges minimum 6 inches.

S. MAINTENANCE1. Mow grass at regular intervals to maintain at a maximum height of 2‑1/2 inches. Do not cut more than 1/3

of grass blade at any one mowing.2. Neatly trim edges and hand clip where necessary.3. Immediately remove clippings after mowing and trimming.4. Water to prevent grass and soil from drying out.5. Roll surface to remove minor depressions or irregularities.6. Control growth of weeds. Apply herbicides in accordance with manufacturer's instructions. Remedy

damage resulting from improper use of herbicides.7. Immediately re-seed areas that show bare spots.8. Protect seeded areas with warning signs during maintenance period.

T. FERTILIZATION1. Fertilize grass every 30 days after starting maintenance period at the rate of 5 lbs. per 1000 square feet

with ammonium sulfate 21-0-0 [or as based on soil analysis]. There shall be a minimum of three (3)applications.

U. PROTECTION AND CLEAN‑UP1. Exercise all reasonable diligence in the protection of material during the work required by this section of

the specifications. Any damage to this or adjoining work caused as result of this contract shall berepaired immediately by Contractor without cost the Owner. All excess material and equipment shall beremoved from the site at completion of the work required in this section, and all areas shall be left in aclean and satisfactory condition.

V. 90 DAY MAINTENANCE1. After completion of the seeding program, the Architect shall inspect the work performed and if completed

as per specifications, the Architect shall issue a letter of compliance and that the ninety (90) daymaintenance program shall start. At areas where germination did not occur, the Contractor shallimmediately reseed and top dress the areas. If a delay occurs before reseeding of the areas that did notgerminate, then the 90 day maintenance program shall start over again and restart at the full 90 daysagain when the reseeding program is completed.

END OF SECTION

END OF SECTION

A. SECTION INCLUDES1. Remove designated site elements, track and field elements, components and utilities to permit

installation of new construction.2. Include Work required to demolish and remove elements of existing construction and site elements as

indicated.B. REFERENCES

1. CBC-33 - CBC Chapter 33, Safeguards During Construction2. CCR-8.4 - Title 8, Subchapter 4, Construction Safety Orders3. NFPA 241- Safeguarding Construction, Alteration and Demolition Operations4. AQMD- Air Quality Management District - Local Regulations.

C. EXISTING CONDITIONS1. Before beginning Work, investigate and verify existence and location of mechanical, drainage,

irrigation and electrical systems and other construction affecting Work.2. Locate invert elevation at points of connection to existing sanitary - and storm drain, water-service

piping, and underground electrical services.3. Employ a utility service locator company to locate underground utilities.4. Verify Owner’s Record Drawings.

D. PREPARATION1. Disconnect, remove and cap designated utility services within demolition areas. Notify Owner 48hours in advance of any utility shut-down.2. Prior to commencement of demolition operations, notify Underground Service Alert.3. Protection: Protect existing items that are not indicated to be altered.

E. EXECUTION1. Demolish in orderly and careful manner. Maintain protected egress and access at all times.2. Except where noted otherwise, immediately remove demolished materials from site and dispose

legally. Do not utilize Owner's disposal system.3. Remove materials to be re‑installed or retained in manner to prevent damage. Store and protect until

re‑installation.4. Upon completion of Work, leave areas of Work in clean condition.5. New and existing Work that is cut into, altered, damaged, relocated or reinstalled shall be restored to

original conditions. Workmanship and materials to conform to applicable provisions of other applicable Sections of Specifications.

6. Cutting Equipment: Jack‑hammers and vibratory cutting equipment may be utilized if approved by Owner under Owner special requirements only.

7. Concrete cutting: Cut with saws or other approved method, but do not overcut openings. Reinforcingbars, except where bonded into new concrete, shall be cut off and ends painted with bituminous paintbefore being enclosed.

8. Remove existing floor covering materials in areas indicated.9. Asphalt Paving: remove AC paving where indicated in drawings and disposed in legal dumpsites,

crushing operations on site and re-use of pulverized AC not permitted.10. Remove AC striping, lettering, and markings by wet sandblasting machine with sufficient sand, water,

and air capacity to completely remove existing striping, or markings. Machine shall meet all requirements of air pollution control district having jurisdiction. Conform to Section 310-5.6.3 Standard Specifications for Public Works Construction.

11. Removal of concrete flatwork: remove concrete paving (panel) to the nearest expansion joint or contraction joint and provide matching concrete surface to abut to new work at same finish levels unless noted otherwise.

12. Work shall be fully coordinated to ensure proper sequence, limits, methods and time of performance.Arrange Work so as to impose a minimum of hardship on present operation of facilities.

13. Miscellaneous Removal Items: Items not specifically mentioned shall be removed as indicated on drawings. Items not specifically mentioned shall be repaired, patched or finished like new Work or to match existing adjoining surfaces as approved.

14. Salvage: Offer Owner first right of refusal for removed materials that may have residual value. Remove items designated by the Owner to be salvaged with care. Clean, wrap or crate for storage and handling, and deliver to Owner as directed.

END OF SECTION

SECTION 32 13 13 - SITEWORK CONCRETE

A. SECTION INCLUDES1. Miscellaneous Surfaces, Footings, and similar site structures2. Mow Strips

B. SUBMITTALS1. Placement Schedule for approval: Provide details or sketches showing location of each placement of

concrete Work. Do not deviate from location of expansion joints or scorelines.2. Product data on joint filler, sealants, curing compounds and reinforcing.

C. QUALITY ASSURANCE1. Maintain one copy of all records on site.2. Acquire cement and aggregate from same source for all Work.3. Conform to Section 1905A.13, California Building Code, when placing concrete during hot weather.4. Conform to Section 1905A.12, California Building Code, when placing concrete during cold weather. No

placement of concrete permitted below 50 degrees Fahrenheit.

D. CONCRETE MATERIALS1. Cement: ASTM C150 ‑ Type I ‑ Normal or Type II ‑ Moderate, Portland Cement type, from one

manufacturing plant only.2. Aggregates: ASTM C33, single source for all materials. Maximum size aggregate: 1 inch.3. Non‑Shrink Grout: ASTM C1107, premixed compound consisting of non‑metallic aggregate, cement, water

reducing and plasticizing agents; capable of developing minimum compressive strength of 4,000 psi in 24hours and 7,500 psi in 7 days unless otherwise indicated on Drawings; of consistency suitable forapplication and a 30 minute working time.

E. CONCRETE MIX1. Mix and deliver concrete in accordance with Section 1905A, California Building Code. Deliver concrete in

transit mixers only. Mix at jobsite minimum 3 minutes. Discharge loads in less than 1‑1/2 hours or under300 revolutions of the drum, whichever comes first, after water is first added.a. Design Mix: Conform to Section 1905A.3 California Building Code.b. Do not exceed 0.50 water-cement ratio by weight for floor slabs and for other concrete.c. Quantities of Materials: Weighmaster's records not required for sitework concrete.d. Required Strength: Minimum 3000 psi for sitework concrete.

F. REINFORCEMENT1. Reinforcing Steel: ASTM A615; 60 ksi yield grade; deformed billet steel bars, uncoated finish.2. Welded Wire Reinforcement: Plain type, ASTM A185; in flat sheets; uncoated finish, 6 x 6 - W4.0 x W4.0

unless otherwise note on drawings.3. Tie Wire: Annealed steel, minimum 16 gage size.4. Dowels: ASTM A615; 60 ksi yield grade, plain steel, uncoated finish.

G. FORMS1. Conform to Section 1906A, California Building Code.2. Plywood Forms: APA - Medium density overlay, Group 1, Exterior, PS‑1, for exposed surfaces. APA

Plyform B‑B, Class 1, Exterior, PS‑1 for unexposed surfaces.3. Lumber: Douglas Fir species, construction grade, Surfaced Lumber, with grade stamp clearly visible for

smooth and straight exposed surface.4. From Release Agent; commercially formulated form-release agent that will not bond with, stain or adversely

affect concrete surfaces and will not impair subsequent treatments of concrete surfaces.

H. CURING MATERIALS1. Polyethylene Film ASTM C171; 10 mil thick, clear, manufactured from virgin resin with no scrap or additives,

manufactured by Burke-Edoco, Long Beach, CA, or equal.2. Water: Potable and not detrimental to concrete.3. Curing Compound: ASTM C309, Type 2, Class A; wax resin base, Burke Wax Emulsion White curing

compound, by Burke-Edoko, Euclid Chemical Co. or equal

I. EXAMINATION1. Verify site conditions.2. Verify requirements for concrete cover over reinforcement.3. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately

placed, positioned securely and will not cause hardship in placing concrete.

J. PREPARATION1. Prepare previously placed concrete by cleaning with steel brush and applying bonding agent in accordance

with manufacturer's instructions.2. In locations where new concrete is doweled to existing Work, drill holes in existing concrete, insert steel

dowels and pack solid with non‑shrink grout.

K. PLACING CONCRETE (GENERAL)1. Convey and deposit concrete in accordance with Section 1905A.9 and 1905A.10, California Building Code.

Remove loose dirt from excavations.2. Ensure reinforcement, inserts, embedded parts, formed joint fillers, joint devices and accessories are not

disturbed during concrete placement.3. Install joint fillers, primer and sealant in accordance with manufacturer's instructions.4. Do not interrupt successive placement; do not permit cold joints to occur. Avoid segregation of materials.

Perform tamping and vibrating so as to produce a dense, smooth application free of rock pockets and voids.Do not use vibrators to move concrete horizontally.

L. MISCELLANEOUS SURFACES, FOOTINGS, AND SIMILAR SITE STRUCTURES.1. Forms: Suitable material and type, size, shape, quality and strength to insure construction as designed,

true to line and sufficiently rigid to resist deflection during placing of concrete. Clean forms of all dirt, mortarand foreign matter before use.

2. Reinforcement: Place accurately and hold in position, using metal chairs, spacers, metal hangers,supporting wires and other devices of sufficient strength to resist crushing under full load. Cleanreinforcing steel of mortar, oil, dirt, loose mill scale loose or thick rust and coatings.

3. Coordinate installation of conduits, cast in place items and other inserts.4. Finish: Grind or sack as required as determined by the Architect to produce a smooth, straight, plumb and

acceptable finish without burrs or form marks. For horizontal surfaces: provide float finish.5. Curing: Cure surfaces utilizing one of the following methods:6. Spraying: Spray water over slab areas and maintain wet for 7 days.

a. Spread polyethylene film over slab areas, lapping edges and sides, minimum 6 inches and sealingwith pressure sensitive tape; cover with plywood or otherwise protect film from damage; maintain in placefor 7 days.b. Apply liquid curing compound at rate of 200 square feet per gallon, using power sprayer equippedwith agitator. Do not apply liquid curing compound to surfaces scheduled to receive paving units or finishof any kind.

M. CONCRETE SLABS AND MOW STRIPS.1. Subgrade Preparation: Subgrade material, base material and compaction requirements as approved by the

Geotechnical Engineer.2. Forms: Single face type required, cut to conform exactly with face batter and radius, sufficiently rigid to

resist springing or deflection from concrete placement. Clean forms of all loose dirt, mortar or similarmaterials and apply a light coating of oil or other suitable material prior to concrete placement.a. Slip Forms: Contractor's option upon approval of the Architect.

3. Reinforcement: Refer to drawings for size and spacing. Interrupt reinforcement at expansion joints.4. Concrete Placement: Dampen subgrade to retain moisture in concrete mix. Tamp and spade to consolidate

concrete to entire length of pour. Strike off upper surface to specified grades. Cut drain pipes to conformto curb batter.

5. Expansion Joints: Locate joint filler at maximum 20 foot centers. Trim off excess filler material flush to finishsurface. No sealant application required.

6. Control Joints: at 8 feet on center, tooled joints, 1/2 inch radius.

SECTION 32 31 19 - FENCES AND GATES - ORNAMENTAL METAL

PART 1 - GENERAL1.01 SUMMARYA. Section Includes

1. Decorative steel fences2. Swing gates

B. Products Installed But Not Furnished Under This Section1. Section 32 13 13, Sitework Concrete, for concrete and reinforcing in post footings

1.02 REFERENCESA. ASTM International

1. ASTM A 36 – Standard Specification for Carbon Structural Steel2. ASTM A 123 – Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel

Products3. ASTM A 153 – Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware4. ASTM A 500 – Standard Specification for Cold-Formed Welded and Seamless Carbon Steel

Structural Tubing in Rounds and Shapes5. ASTM A 780 – Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip

Galvanized Coatings6. ASTM A 513 – Standard Specification for Electric-Resistance-Welded Carbon and Alloy Steel Mechanical Tubing

B. AWS – American Welding Society1. AWS D1.1 – Structural Welding Code – Steel

C. NOMMA – National Ornamental and Miscellaneous Metals Association1. NOMMA Guideline 1 – Joint Finishes

1.03 SUBMITTALSA. Product Data: For each type of hardware indicatedB. Shop Drawings

1. Site plan indicating field verified dimensions for spacing of posts and pickets, locations and sizes of gates

2. Fabrication, hardware attachment, and installation details for gatesC. Manufacturers’ Instructions: Installation instructions for hardwareD. Welding certificatesE. Closeout Submittals

1. Operation and Maintenance Dataa. Manufacturers’ maintenance, adjustment, and repair instructions for hardware itemsb. Material Safety Data Sheets

2. Executed Warranties

1.04 QUALITY ASSURANCEA. Welding Qualifications: Qualify procedures and personnel according to AWS D1.1.B. Mock-ups

1. One (1) complete fencing panel from post to post, and2. One (1) complete accessible gate assembly3. Approved mock-ups, in undisturbed condition at time of Certified Completion, may remain as part

of the finished Work.

1.05 REGULATORY REQUIREMENTSA. Gates in path of travel must comply with door requirements. (CBC Section 1133B.1.1.1.4/ ADAAG 4.13.3)

1. Hardware shall not require pinching, grasping, or twisting motion to operate.2. Bottom 10” of gates shall have a smooth, uninterrupted surface.3. Clear space below gate shall be 3” maximum above paving on both sides of the gate.4. The maximum effort to operate the gates shall not exceed 5 lbs (22.2 N).

B. Mounting height of latching hardware shall be 30” to 44” A.F.F. per CBC Section 1133B.2.5.2.C. Gate closers shall have sweep period adjusted so that from an open position of 70 degrees, the door will

take at least 3 seconds to move to a point 3” from the strike. CBC Section 1133B2.5.1.D. All hardware shall meet the requirements of CBC Sections 1133B.2.1, 1133B.2.5.1 and 1008.1.8.

1.06 WARRANTYA. Manufactured hardware items shall be warranted against defects of material or workmanship for a period

of not less than five (5) years from the date of Certified Completion.

PART 2 - PRODUCTS2.01 DESCRIPTIONA. Custom fabricated steel fences and gates as indicated in the Drawings, hot-dip galvanized after fabrication

and field painted with high performance coatings.

2.02 MATERIALSA. STEEL AND IRON

1. Plates, Shapes, and Bars: ASTM A 362. Structural Tubing: ASTM A 500, cold formed steel tubing3. Mechanical Tubing: ASTM A 5134. Steel Sheet: Hot-rolled steel sheet, ASTM A 1011, Structural Steel, Grade 45 or cold-rolled steel

sheet, ASTM A 1008, Structural Steel, Grade 505. Castings: Either gray or malleable iron unless otherwise indicated.

a. Gray Iron: ASTM A 48/A 48M, Class 30.b. Malleable Iron: ASTM A 47/A 47M.

B. MISCELLANEOUS MATERIALS1. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy

welded.2. Concrete: Normal-weight, air-entrained, ready-mix concrete complying with requirements in

Division 32 Section "Sitework Concrete" with a minimum 28-day compressive strength of 3000 psi, 3-inch slump, and 1-inch maximum aggregate size

3. Concrete Reinforcing: As specified in Section 32 13 13

2.03 FABRICATIONA. General

1. Fences and gates shall be all welded construction.2. Fabricate in shop in largest practicable sections; minimize field welding.3. Finish exposed welds to comply with NOMMA Guideline 1, Finish #2 - completely sanded joint,

some undercutting and pinholes okay.B. Fences

1. End, Corner, and Swing Gate Posts: HSS 4x4x3/16 with 1/4 inch plate welded post cap2. Line Posts: HSS 3x3x3/16 with 1/4 inch plate welded post cap; space posts equally in each run,

not to exceed 8’-0” on center.a. Posts 4 feet or less in height may be 3-inch-square by 0.120 inch (11 gage) mechanical tubing.

3. Top and Bottom Rails: HSS 3x1-1/2x1/8; top rail at height indicated, bottom rail at 3 inches (+/-) above finished grade or surface.

4. Lintel at pedestrian gates: HSS 6x4x1/85. Pickets: Mechanical tubing, 1-inch-square by 0.083 inch (14 gage); space pickets equally in each run; space between pickets, or between end picket and post, shall not exceed 4 inches.6. Infill adjacent to pedestrian gates: Provide perforated metal infill to match gates, full height by

minimum 2 feet wide, to next picket, adjacent to both sides of pedestrian gates.C. Utility Gates

1. Frame: HSS 3x3x3/16; miter weld or provide 1/4 plate closures at open ends.2. Pickets: To match fences3. Hardware

a. Slide Bolt Latches: Fabricate from 3/4-inch-diameter, round steel bars, with integral eye openings for padlocking, hot-dip galvanized after fabrication.

b. Hinges: BHMA A156.1, Grade 1, suitable for exterior use1) Function: 39 - Full surface, triple weight, antifriction bearing2) Material: Wrought steel, forged steel, cast steel, or malleable iron

c. Cane Bolts: Provide for inactive leaf of all pairs of gates, and both leaves if over 5 feet wide. Fabricate from 3/4-inch-diameter, round steel bars, with integral eye openings for padlocking, hot-dip galvanized after fabrication. Provide galvanized-steel pipe strikes to receive cane bolts in closed position for all gates both open and closed positions for leaves over 5 feet wide.

D. Pedestrian Gates1. Top Rail and Stiles: HSS 3x2x1/8, miter welded

a. Provide 1/4 inch closure plates at open bottom endsb. Provide additional bar as welding flange for infill as indicated

2. Bottom Rail: HSS 10x2x1/83. Pickets: To match fences4. Infill: Steel sheet, 16 gage, with 1/2-inch-diameter perforations at 11/16 inches on center, staggered5. Backing plate for exit device: 9 inch by 1/8 inch sheet, full width of gate6. Hardware

a. Hinges: BHMA A156.1, Grade 1, suitable for exterior use.1) Function: 39 - Full surface, triple weight, antifriction bearing.2) Material: Wrought steel, forged steel, cast steel, or malleable iron.

b. Exit Hardware: BHMA A156.3, Grade 1, Type 1 (rim exit device), with push pad actuatingbar, suitable for exterior use.1) Function: 03 – Entrance by trim when latchbolt is retracted by key. Key removable only when locked.

c. Surface Closers: BHMA A156.4; rack-and-pinion hydraulic type with adjustable sweep and latch speeds controlled by key-operated valves and forged-steel main arm. Comply with manufacturer's written recommendations for size of gate closers depending on size of gate, exposure to weather, and anticipated frequency of use. Provide factory-sized closers, adjustable to meet field conditions and requirements for opening force.

d. Install hardware after fabrication and galvanizing.e. Refer to 1.05 above for regulatory requirements applicable to gate hardware.

E. Finishing1. Hot-dip galvanize after fabrication, to comply with ASTM A 123, Grade G60. For hardware items, hot-dip galvanize to comply with ASTM A 153.

2.04 FINISHESA. Acceptable Manufacturers. Products of following manufacturers form basis for design and qualityintended.

1. Sherwin-Williams Company, Cleveland, OH2. Glidden Professional and Devoe Coatings, Cleveland, OH3. PPG Industries Inc, Pittsburgh, PA4. Tnemec Company Inc, Kansas City, MO5. Carboline Company, St Louis, MO

B. Provide one of the following coating systems:Sherwin- Glidden/

PPG Tnemec Williams Carboline Devoe

1. Galvanized or Aluminum - Gloss - PolyurethanePrimer, 1 Coat Amerlock L69 B58-600S Galoseal203V

400 WBFinish, 2 Coats Amershield 1080 B65-300Carbothane 379H

134 MC2. Galvanized or Aluminum - Semi Gloss - PolyurethanePrimer, 1 Coat L69 B58-600S Carboguard 203V

890VOCFinish, 2 Coats 1081 B65-300Carbothane 378H

133MC

SECTION 32 13 13 - SITEWORK CONCRETE CONTINUATION

7. Finish: Apply thin layer of mortar of 1 part portland cement to 1‑1/2 parts sand to exposed faces. Trowelto a smooth and even finish with a fine hair broom applied parallel with the line of the work. Round alledges to 1/2 inch radius. No Contractor identification permitted.

8. Curing: Cure surfaces utilizing one of the following methods:a. Spread polyethylene film over areas, lapping edges and sides, minimum 6 inches and sealing

with pressure sensitive tape; cover with plywood or otherwise protect film from damage; maintain in place for 7 days.

b. Apply liquid-curing compound at rate of 200 sf per gallon, using power sprayer equipped with agitator.

N. TOLERANCES1. Construction tolerances shall not violate dimensions, grades, slopes required by CBC for accessibility

equirements. Adjust work accordingly to comply with requirements.2. Comply with tolerances of ACI 117 and as follows:

a. Maximum deviation of 1/8 inch in 10 feet.b. Elevation: 1/4 inch (6 mm).c. Thickness: Plus 3/8 inch (10 mm), minus 1/4 inch (6 mm).d. Surface: Gap below 10-foot- (3-m-) long, unleveled straightedge not to exceed 1/8 inch (3 mm).e. Lateral Alignment and Spacing of Tie Bars and Dowels: 1 inch (25 mm).f. Vertical Alignment of Tie Bars and Dowels: 1/4 inch (6 mm).g. Alignment of Tie-Bar End Relative to Line Perpendicular to Pavement Edge: 1/2 inch (13 mm).h. Edge: Length of dowel 1/4 inch per 12 inches (6 mm per 300 mm).. Joint Spacing: 3 inches (75 mm).j. Joint Width: Plus 1/8 inch (3 mm), no minus.

END OF SECTION

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SECTION 32 31 19 - FENCES AND GATES - ORNAMENTAL METAL CONTINUATION

PART 3 - EXECUTION3.01 EXAMINATIONA. Examine areas and conditions, with Installer present, for compliance with requirements for site clearing,

earthwork, pavement work, construction layout, and other conditions affecting performance of the Work.B. Do not begin installation before final grading is completed unless otherwise permitted by Architect.C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.02 PREPARATIONA. Stake locations of fence lines, gates, and terminal posts. Do not exceed intervals of 500 feet or line of sight

between stakes. Indicate locations of utilities, lawn sprinkler system, underground structures, benchmarks, andproperty monuments.

3.03 INSTALLATIONA. Post Excavation: Drill or hand-excavate holes for posts in firm, undisturbed soil. Excavate holes to a diameter

of not less than 4 times post size or 18 inches, whichever is greater, and a depth of not less than 36 inchesplus3 inchesfor each footor fraction of a foot that fence height exceeds 6 feet.

B. Post Setting: Set posts in reinforced concrete at indicated spacing into firm, undisturbed soil.1. Verify that posts are set plumb, aligned, and at correct height and spacing, and hold in position during

setting with concrete or mechanical devices.a. Exposed Concrete: Extend above grade as indicated. Finish and slope top surface to drain

water away from post.C. Install in largest practicable sections, and field weld all connections.

1. Finish exposed welds to comply with NOMMA Guideline 1, Finish #2 - completely sanded joint, some undercutting and pinholes okay.

2. Clean welds, mechanical connections, and abraded areas and repair galvanizing to comply with ASTM A 780.

3.04 GATE INSTALLATIONA. Install gates level, plumb, and secure for full opening without interference. Attach hardware using tamper-

resistant or concealed means. Install ground-set items in concrete for anchorage. Adjust hardware for smoothoperation and lubricate where necessary.

3.05 FINISHINGA. Preparation

1. Prepare galvanized steel and nonferrous metal surfaces in accordance with ASTM D 6386-Surface Preparation of Galvanized Surfaces and manufacturer’s instructions.

2. Ensure surfaces are dry.3. Interior and exterior Exposure (moderate to severe): Remove visible oil, grease, dirt, dust, protective

mill coatings, and other soluble contaminants in accordance with SSPC-SP 1 or manufacturer’s instructions as specified for coating system. Follow initial cleaning with one of the following Methods:

4. SURFACE PREPARATION METHOD A (Preferred): Thoroughly roughen the entire surface to be coated using compressed air brush off blast cleaning with a fine abrasive to achieve a uniform anchor profile of 1-2 mils. Reference ASTM D 6386-99 (2005) Section 5.4.1.

5. SURFACE PREPARATION METHOD B (Alternate method when Method A is not feasible): ChemicallyTreat with one of the following products to etch the galvanized surface to be coated: Henkel Galvaprep5 or Clean & Etch by Great Lakes Laboratory. Reference ASTM D 6386-99 (2005) Section 5.4.2.

B. Protection1. Protect elements surrounding the Work of this Section from damage or disfiguration.2. Repair damage to other surfaces caused by Work of this Section.3. Furnish drop cloths, shields and protective methods to prevent spray or droppings from disfiguring

other surfaces.4. Remove empty paint containers from site.

C. Application1. Apply products in accordance with manufacturer's instructions.2. Do not apply finishes to surfaces that are not dry.3. Apply each coat to uniform finish. Number of coats specified is a minimum. Additional coats shall be

applied at no extra cost, if coatings show evidence of uneven application, uneven pigmentation, brushstrokes or otherwise unsatisfactory distribution of material.

4. Under coats shall be lighter and brighter in tint than finish coat.5. Sand lightly between coats to achieve required finish.6. Allow applied coat to dry before next coat is applied.

3.06 ADJUSTINGA. Gates: Adjust gates to operate smoothly, easily, and quietly, free of binding, warp, excessive deflection,

distortion, nonalignment, misplacement, disruption, or malfunction, throughout entire operational range.Confirm that latches and locks engage accurately and securely without forcing or binding.

B. Lubricate hardware and other moving parts.

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03-01-2018

STATION W/DISTRICT STAFF.

SCH 40 3" CLASS 315 PVC LATERAL PIPE3"

SCH 40 2-1/2" CLASS 315PVC LATERAL PIPE

2-1/2"

EXISTING IRRIGATION CONTROLLER-VERIFY AVAILABLE

HUNTER ICV-201G W/OUTLET RISER NOTED ON PLAN

SCH 40 1-1/2" SCH 40 PVC LATERAL PIPE

SCH 40 1-1/4" SCH 40 PVC LATERAL PIPE

SCH 40 1" SCH 40 PVC LATERAL PIPE

RB-44RC-1" QUICK COUPLER W/SPEARS 5806-01012 ASSEMBLY

DESCRIPTION

1-1/2"

1-1/4"

GPM PSI RAD

SCH 40 2" SCH 40 PVC LATERAL PIPE

2"

I R R I G A T I O N L E G E N D

HUNTER I-40-36S-4255'

6012.3

HUNTER I-40-ADS-4255'

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PRECIP

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0.90

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REMOVE ALL EXISTING IRRIGATION EQUIPMENT FROM WITHIN LIMIT OF WORK FOR

THIS PROJECT. TURN OVER TO SJUSD GROUNDS STAFF ALL REMOTE CONTROL

VALVES, QUICK COUPLERS, ISOLATION/GATE VALVES REMOVED AS PART OF THIS

WORK.

PROTECT EXISTING MAINLINE AND CONTROL WIRES. REFER TO NOTES ON PLAN

FOR CONTROL WIRE SPLICE BOX LOCATION.

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IRRIGATION PLAN & DETAILS

MAINTAIN FLOW OF WATER TO EXISTING BOOSTER PUMP AND ALL

EXISTING REMOTE CONTROL STATIONS BEYOND LIMIT OF WORK FOR

THIS PROJECT.

n

PLEASE RECYCLE

Project Title

Agency Approval FILE NO. 33-H10Consultant Seal

Drawing Title:

Designed:

Drawn:

QAQC

Date:

Project No.

Scale:

Drawing No.

Architect's Seal

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APPL.

ACS

DATE

FLS SSS

04-115731

010203040506070809

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B

A

010203040506070809

SM

LEGEND

NOTES

3546 Concours Street / Ontario, CA 91764

T 909 989 9979 / www.hmcarchitects.com

silver bar studio

landscape architecture

environmental design

mariposa, ca.

0' 16'32'

4' 8'

EXISTING ISOLATION VALVE BOX. PROTECT IN PLACE. RAISE BOX AS

NECESSARY TO PROVIDE A LEVEL SURFACE BETWEEN GRASS AND BOX

COVER.

FINISH GRADE

SPECIFICATIONS.

BACKFILL AND COMPACTION SHALL MEET GRADING

MINIMUM OF 12"

SHOWN SHORT OF THIS DISTANCE ON PLANS.

INCLUDING THOSE WHICH ARE DIAGRAMMATICALLY

ALL SLEEVES SHALL MEET THIS REQUIREMENT

DISTANCE SHALL BE A MINIMUM OF 6".

NO SCALE

SCHEDULE 40 SLEEVE

BACK OF CURB/EDGE OF HARDSCAPE

ALL SLEEVE SHALL BE TWICE THE SIZE OF THE INTERNAL OBJECT.

1.

2.

3.

4.

5.

6.

NOTES:

ALL PIPE AND WIRE CROSSING HARDSCAPE SHALL BE SLEEVED

REFER TO PLAN

THE FIRST FITTING IN EACH DIRECTION MUST BE AT LEAST ONE FOOT

FROM SLEEVING

GALV. CROSS 1"

GALV. CAP 1"

GALV. COUPLING 1" THxTH

GALV. NIPPLE 1"x6"

GALV. NIPPLE 1"x3"

5.

4.

11.

9.

8.

10.

SPEARS SWING JOINT

NO SCALE

12. PVC SL MAINLINE FITTING

1. CARSON PLASTIC 10" VALVE BOX

LOCKABLE LID. MARK W/ "QC".

FLUSH IN IN-FIELD AREA6.

RAINBIRD 44LRC QUICK COUPLER7.

3/8" SCREENED PEA GRAVEL3.

6" MIN. DEPTH

FIRMLY COMPACTED SOIL2.

SHALL HAVE SHUT OFF GATE VALVES

ALL QUICK COUPLERS IN SPORTS FIELDS

NOTE:

IN NON SPORT FIELD AREA.

TEFLON TAPE ALL THREADS.

TIGHTEN ALL GALV. FITTINGS IN A VISE.

RISER ASSEMBLY - 5806-010-12

OUT TO MAINLINE

VALVE BOX EXTENSION AS REQUIRED.

LATERAL LINE-SIZE PER PLAN

3" SCH 80 SLIP 90

6" MIN. 3/8" SCREENED PEA GRAVEL

5.

6.

17.

10.

REFER TO DETAIL 7 THIS SHEET

FLUSH IN TURF/HARDSCAPE, 2" ABOVE

F.G. IN GROUND COVER/SHRUB AREAS.

TO REMOTE CONTROL VALVE

SPEARS 2329 BALL VALVE. SIZE EQUAL

W/ "RCV" AND STATION NUMBER OF LID.

LARGE PLASTIC VALVE BOX MARKED

2" WEATHERMATIC 21000 DW

MARK W/ VALVE STATION NUMBER.

BRASS CHRISTY I.D. TAG

3. EPOXY ENCAPSULATED 24V SOLENOID

11.

18.

12.

16.

13.

14.

NO SCALE

4.

NECESSARY FOR PROPER CLEARANCE.

PROVIDE JUMBO OR TWO BOXES IF

24" EXPANSION LOOP

FINISH GRADE

2.

1.

EPOXY FILLED WIRE CONNECTORS

3" SCH 80 PVC, CUT OFF

SCH 80 SLIP BUSHING

SCH 40 PVC SLIP COUPLER FOR

9.

8.

7.

2" x CLOSED SCH 80 PVC15.

UPSIZED LATERALS, OR BELL

END FOR SAME SIZE

SERIES REMOTE CONTROL VALVE

NO SCALE

ROTOR (LEVEL WITH FINISH GRADE)

TEES/ELBOWS AWAY FROM HARDSCAPE.

1" PVC SCH. 40

PVC LATERAL LINE

SCH 40 TEE OR ELL. FACE ALL LATERAL

1" SCH 80 NIPPLE (LENGTH AS REQUIRED)

FINISH GRADE

6.

5.

4.

1.

3.

2.

ROUND VALVE BOX WITH GREEN BOLT-

VALVE BOX COVER IN 2" HIGH LETTERS.

6" DIA. SCH. 40 PVC PIPE EXTENSION -

GATE VALVE WITH CROSSHANDLE

SECTION

1" IN TURF AREAS.

2" IN SHRUB AREAS.

PVC MAIN LINE PIPE.

PVC MALE ADAPTER (TYPICAL).

"RECLAIMED WATER TAG" AS PER 10.

SPECIFICATION.

*

2" CLEARANCE.

7.

9.9.

8.

GV

PLAN

LENGTH AS REQUIRED.

DOWN COVER - HEAT BRAND "GV" ON

3/4" CRUSHED ROCK - 8" DEPTH.

COMMON BRICK (2 REQUIRED).

4.

5.

6.

FINISH GRADE.

1.

3.

2.

NO SCALE

ROUND VALVE BOX WITH GREEN BOLT-

VALVE BOX COVER IN 2" HIGH LETTERS.

PVC MAINLINE PER LEGEND

BALL VALVE PER LEGEND

SECTION

1" IN TURF AREAS.

2" IN SHRUB AREAS.

BOX TO BE INSTALLED TO ALLOW FULL OPERATION

*

7.

DOWN COVER - HEAT BRAND "BV" ON

PVC SCH. 80 CLOSE NIPPLE

1 CU. FT. PEA GRAVEL W/FILTER FABRIC UNDER.

4.

5.

6.

FINISH GRADE.

1.

3.

2.

PVC S x TH COUPLER.

OF BALL VALVE HANDLE. VALVE TO BE OFF-CENTERED

IN THE BOX AS SHOWN. INSTALL BOX PERPINDICULAR

TO HARDSCAPE. USE 45-DEGREE ELLS TO BRING

PROPER HEIGHT PER SPECIFICATIONS.

BRICKS - FOUR REQUIRED

2

35

68

1

4

INSTALL REDUCER IF CONTROL VALVE IS LESS

THAN 2"

24 VOLT COMMON AND CONTROL WIRE TO

VALVE

LEEMCO 2" LV-200 LATERAL CONNECTION

SYSTEM AND RSLS-400 SADDLE TAP. PROVIDE

1.5" HOLE IN MAINLINE.

FINISH GRADE

SCHEDULE 80 THREADED

NIPPLE

SCH. 80 THD UNION

SCHEDULE 80 TOE NIPPLE

LEEMCO LMN ADAPTER (PER

VALVE SIZE)

24" SLACK WIRE, USE BLAZING

WATERPROOF WIRE

CONNECTORS

18"x24" JUMBO VALVE BOX AS

SPECIFIED

FILTER FABRIC BARRIER

SLEEVING

GATE VALVE 2" AND SMALLER

2" REMOTE CONTROL VALVE

BALL VALVE 2" AND SMALLER REMOTE CONTROL VALVE - SADDLE DETAIL

QUICK-COUPLERLARGE TURF ROTOR

CTD

CTD

15FEB2018

TWO DAYS BEFORE DROPPING SEED PERFORM A TWO-STEP MOW-DOWN.

FIRST STEP - REMOVE 40% OF THE EXISTING TURF.

SECOND STEP - VERTICAL MOW TO RIP THE LEAVES OFF THE STEMS. DO

NOT RIP STEMS/EXISTING TURF OUT OF THE GROUND. FLAG ALL SPRINKLER

LOCATIONS, OR LOWER SPRINKLERS SO THAT MOWING DOES NOT DAMAGE

SPRINKLER CAP. PERFORM HAND-WORK AROUND ALL FLAGGED

SPRINKLERS TO PREPARE AREA FOR OVER-SEEDING. ALL MOWING SHALL

BE PERFORMED WITH SHARP MOWER BLADES.

PERFORM CORE AERATION OR SPIKING TO OPEN UP THE SEEDBED, OR USE

A SLICER SEEDER TO APPLY THE SPECIFIED BERMUDA SEED. AERATE OR

SPIKE IN TWO DIRECTIONS, AND THEN BROADCASTING THE BERMUDA

GRASS SEED UNIFORMLY.

ALL IRRIGATED AREAS SHALL BE OVER-SEEDED WITH OREGRO SEEDS

"SPORTS MIX #1i" @ 8-LBS/1,000 SF. SEED IN TWO DIRECTIONS.

PROPERLY IRRIGATE OVER-SEEDED AREA TO PROMOTE GERMINATION

WHEN DAYTIME TEMPERATURES EXCEED 60-DEGREES

24"

24"

18"

ALL PLASTIC PIPING SHALL BE SNAKED WITHIN TRENCH.

BUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS.

ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS

3" AND LARGER

2" TO 2 1/2" IN SIZE

1/2" TO 1 1/2" SIZE

SECTION VIEW - N.T.S.

INSTALLATION SPECIFICATIONS.

NOTE:

18"

12"

12"

DIMENSION

A

E E

D

F

E

A B

E

B

F

C

6"24"

18"

24"

30"

30"

6"

6"

6"

CLEAN SAND BACKFILL,

UNDISTURBED SOIL

IN SCH. 40 CONDUIT

INSTALL AT MAINLINE DEPTH

120 VOLT ELECTRICAL

SPECIFICATIONS

PRESSURE MAINLINE, SEE

CONTROL WIRES, SEE SPECS.

LATERAL LINES, SEE SPECS.

CLEAN COMPACTED BACKFILL

C

E

D E F

FINISHED GRADE

6"

6"

SEE SPECIFICATIONS

7 PIPE AND WIRE TRENCHING

APPROXIMATE LOCATION OF NEW CONTROL WIRE SPLICE BOX.

INTERCEPT EXISTING CONTROL WIRES CONNECTED TO EXISTING FIELD

REMOTE CONTROL VALVES AND THE EXISTING IRRIGATION

CONTROLLER EAST OF THIS LOCATION. EIGHT (8) CONTROL WIRES

SHOULD BE PRESENT. CUT AND PROTECT FOR CONNECTION TO NEW

REMOTE CONTROL VALVES. PROVIDE AN 18" WIRE BUNDLE IN SPLICE

BOX. BUNDLE WIRED IN A SMALL RECTANGULAR VALVE BOX. TOP OF

BOX TO BE FLUSH WITH ADJACENT DECOMPOSED GRANITE.

1

1

Architect's Seal

n

03-01-2018

L1.02

IRRIGATION & PLANTING

n

PLEASE RECYCLE

Project Title

Agency Approval FILE NO. 33-H10Consultant Seal

Drawing Title:

Designed:

Drawn:

QAQC

Date:

Project No.

Scale:

Drawing No.

Architect's Seal

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

APPL.

ACS

DATE

FLS SSS

04-115731

010203040506070809

J

H

G

F

E

D

C

B

A

J

H

G

F

E

D

C

B

A

010203040506070809

SM

LEGEND

NOTES

3546 Concours Street / Ontario, CA 91764

T 909 989 9979 / www.hmcarchitects.com

silver bar studio

landscape architecture

environmental design

mariposa, ca.

SECTION 32 84 23

LANDSCAPE IRRIGATION

Part 1 - GENERAL

1.01 SECTION INCLUDES

A. Pipe and fittings, valves, outlets, spray heads and accessories

1.02 REFERENCE STANDARDS

A. Conform to current adopted reference standards by date of issue of the current code cycle and the date of the

Contract Documents.

B. ASTM D2241 _ Poly (Vinyl Chloride) (PVC) Plastic Pipe (SDR_PR).

C. ASTM D2564 _ Solvent Cement for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings.

1.03 SYSTEM DESCRIPTION

A. Electric solenoid controlled underground irrigation system.

1.04 SUBMITTALS

A. Shop Drawings: Indicate piping layout to water source, location of sleeves under pavement, location and coverage

of sprinkler heads, site structures, schedule of fittings to be used, if alternate to Construction Documents.

B. Manufacturer's Installation Instruction: Include remote control valves.

C. Operation and Maintenance Data showing instructions for operation and maintenance of system and manufacturers

parts catalog.

1.05 PROJECT RECORD DOCUMENTS

A. Accurately record actual locations of main lines. Utilize dimensions from recognizable references.

B. Install in each control cabinet, one reduced plan, color coded encased in transparent cover indicating areas included

in the irrigation system.

1. The Contractor shall dimension from two permanent points of reference, building corners, sidewalk, or road

intersections, etc., the location of the following items:

a. Connection to existing water lines.

b. Gate valves.

c. Routing of sprinkler pressure lines. (Dimension max. 100' along routing.)

d. Sprinkler control valves.

e. Routing of control wiring.

f. Quick coupling valves.

1.06 REGULATORY REQUIREMENTS

A. Conform to applicable code for piping and component requirements.

1.07 FIELD MEASUREMENTS

A. Verify that field measurements are as indicated on Drawings.

1.08 EXTRA MATERIALS

A. Provide the following extra components under provisions of Division 01, General Requirements.

1. Two valve keys.

2. Two wrenches for each type head core and for removing and installing each type head.

3. Hose and Swivel Assemblies: Supply 1 set of hose and swivel assemblies for every 5 quick coupling

valves.

4. Two laminated system maps/station charts.

Part 2 - PRODUCTS

2.01 MANUFACTURERS

A. Products of the following manufacturers form the basis for design and quality intended.

1. Nibco Scott, Elkhart, Ind.

2. Western Plastic Corp., Downey, CA.

3. Lasco, Anaheim, CA.

4. Hunter Industries Inc. { ET System: Water saving digitally control system.}

5. Or equal, approved in accordance with Division 01, General Requirements, for substitutions.

2.02 MATERIALS

A. Pipe: PVC in accordance with ASTM D2241; 200 psi pressure rated upstream from controls, 160 psi solvent_weld

sockets, Schedule 40, identified by manufacturer, NSF approved.

1. Laterals: Schedule 40 PVC.

2. Main Line: 3 inches and larger PVC Class 315 and 2_1/2 inches and smaller PVC schedule 40.

B. Steel Pipe: Schedule 40, ASTM A53, galvanized welded seamless, standard weight. Pipe shall be new.

1. Fittings: Medium pattern, banded, malleable threaded, galvanized.

2. Nipples and risers, same material as pipe.

3. Bushings or close nipples not permitted.

C. Fittings: Type and style of connection to match pipe, PVC medium wall, solvent weld.

D. Solvent Cement: ASTM D2564 for PVC pipe and fittings.

E. Sleeve Materials: PVC Class 200.

F. Pipe Dating: Pipe manufactured more than two years before installation not permitted.

2.03 OUTLETS

A. Rotary Type Sprinkler Head: Fixed type with screens; fully adjustable for flow and pressure; size as indicated, with

letter or symbol designating degree of arc and arrow indicating center of spray pattern. Pop-up, Rotary, Spray

Sprinklers: Gear drive, full-circle and adjustable part-circle types.]

B. Quick-Coupling Valves: All brass 2-piece body, Double track key lug with locking yellow thermoplastic cover,

automatic closing by own weight when coupler key is removed.

C. Quick-coupling valves indicated near walks, curbs or headers: Locate 12 inches in from the edge.

1. Grass Areas: 1/2-inch above finish grade permanently.

2.04 VALVES

A. Ball Valves: Brass [bronze] construction, minimum 150 lbs. cold water working pressure, no other type valves

permitted.

B. Remote Control Valve Box and Cover: Plastic with marked lids. Stamp all lids with valve #'s or designation valves.

Part 3 - EXECUTION

3.01 EXAMINATION

A. Verify that field conditions are acceptable and are ready to receive work.

B. Verify dimensions. Drawing dimensions are approximate only. Report variations to Architect before proceeding

with work.

C. Verify location of existing utilities.

D. Verify that required utilities are available in proper location and ready for use.

E. Beginning of installation means installer accepts existing conditions.

3.02 PREPARATION

A. Piping layout indicated is diagrammatic only. Route piping to avoid structures.

B. Layout and stake locations of system components.

C. Review layout requirements with other affected work. Coordinate locations of sleeves under paving to

accommodate system.

D. Verify location of existing utilities. Protect from damage.

3.03 TRENCHING

A. Trenching, backfill and compaction in accordance with Section 31 23 17.

B. Minimum Trench Width:

1. Piping 2 inch in diameter and less: Minimum horizontal clearance 8 inches.

2. Piping larger than 2 inches in diameter: 12 inches minimum wide.

C. Minimum Trench Depth:

1. Minimum 24 inch total cover over mains in planted areas.

2. Minimum 18 inch total cover over laterals downstream from control valves in planted areas.

3. Minimum 36 inch cover over mains, laterals and electric wiring in paved areas, sleeved in PVC.

4. 3 inch minimum, 8 inch maximum cover over cross arm of control valves in open position.

D. Trench to accommodate grade changes and slope to drains.

E. Clearances:

1. Minimum 12 inches clear from any irrigation line to lines of other trades running parallel.

2. Minimum 2 inches clear from any irrigation line to lines of other trades running at 45 to 90 degrees.

F. Maintain trenches free of debris, material or obstructions that may damage pipe.

G. Piping indicated on drawings under paved areas but running parallel and adjacent to planted areas: Install in paved

areas.

H. Piping installed parallel and directly over another line not permitted.

3.04 INSTALLATION

A. Install pipe, valves, controls and outlets in accordance with manufacturer's instructions.

B. In general, below_grade piping installations, including trenching, placement, testing and backfill, shall take place

prior to new construction. Where construction sequencing precludes, provide surface cutting as specified herein.

C. Steel Pipe: Clean pipe of scale, sand, dirt and rust. Ream ends with long taper reamer to produce a partially

bell_mouth end, with ends smooth and free of burrs. Do not bend pipe, use screwed fittings for offsets.

1. Threads: American Standards Association Specification B2, cut with sharp dies.

2. Joints: Apply oil base pipe joint compound to full threaded surface male ends, no plastic threading tape

permitted. Remove excessive compound.

D. Required Levels:

1. Set box covers ½-inch above finish grade at lawn areas.

2. Set lawn or turf sprinkler heads located in open areas at 1/2inch above finish grade. Before final

acceptance of the work, heads shall be adjusted in height to accommodate permanent finish grade, cleaned

and flushed.

3. Set lawn or turf sprinkler heads, located at edges, flush to finish grade with head frame located 6-inches

from edge condition.

E. No spray from any type sprinkler head will be permitted to throw into public streets, across public sidewalks, against

walls or windows of any building or wooden fence. All heads shall be adjustable. Locate as indicated on the

drawings.

1. Lawn heads: Spray pattern as indicated on drawings.

F. Use threaded nipples for risers to each outlet to facilitate easy replacement.

G. Install low voltage control wiring. Provide 10-inch expansion coil at each valve to which controls are connected and

at 100-feet intervals. Bury wire beside pipe, conduit not required. Mark valves with neoprene valve markers

containing locking device.

1. Provide separate wire from controller to each valve, or as indicated on the drawings. Provide neutral wire

from controller to each valve, white insulation. Color code pilot wires and size in accordance with the

drawings.

2. Splicing of wires between controller and valve not permitted except at box.

3. Splicing: SCOTCHLOK, or approved equal, connector sealing packs.

4. Bundle and tape control wires along mainline at 10-feet intervals, full length of run. Use rubber electrical

tape or fiberglass tape.

H. After piping is installed but before sprinkler heads are installed and backfilling commences, open valves and flush

system with full head of water for minimum 2-minutes.

I. All components shall be properly protected from freezing conditions.

3.05 FIELD QUALITY CONTROL

A. Field inspection and testing will be performed under provisions of Division 01, General Requirements.

B. Pressure Tests, Main Lines: Conduct test after lines have been flushed and before control valves or quick coupling

valves are set in place. Trenches shall be dry from flushing procedure. Conduct tests in presence of Project

Inspector.

1. Notify Inspector 24 hours prior to expected time for operations requiring services.

2. Plastic Pipe: Cap and pressure test at 125 PSI for period of two hours. Correct leaks by replacing

defective materials and retest as required to achieve specified performance.

3.06 BACKFILLING

A. Provide 6-inch sand cover over and 2-inches sand under pressurized piping. Backfill trench and compact to

subgrade elevation. Protect piping from displacement.

1. Backfill for Non_pressurized Lines: Equal to adjacent undisturbed soil, minimum 85-percent density

compaction.

B. Do not commence backfilling until system has been flushed, tested and approved. Flush lateral lines by removing

caps most distant from control valve.

C. Replace work damaged by the work of this Section with equivalent products. Repair damages to grounds, walls,

roads, structures, piping systems, electrical systems, equipment or contents caused by leaks or faulty workmanship.

3.07 INSTALLER'S FIELD SERVICES

A. Prepare and start systems.

B. Prove one complete startup and shutdown.

C. Provide written certification that materials and installation conforms to these specifications.

3.08 ADJUSTING

A. Change head types as necessary to maintain proper wetting of seeded areas.

3.09 CONTROLLER CHARTS

A. Record drawings must be approved by Architect before charts are prepared.

B. Provide one controller chart for each controller supplied, showing the area covered by automatic controller of the

maximum size controller door will allow.

C. The chart shall be a reduced drawing of the actual record drawing system. However, in the event the controller

sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when

reduced.

D. Chart shall be blackline print and a different color used to show area of coverage for each station.

E. When completed and approved, the chart shall be hermetically sealed between two pieces of clear acrylic plastic,

each piece being a minimum of 20-mils thick.

F. Charts must be completed and approved prior to final inspection of the irrigation system.

3.10 SPARE ACCESSORIES

A. Provide four quick couplers valve keys.

B. Provide four hose swivels.

3.11 MAINTENANCE

A. After the system has been completed, the Contractor shall instruct the Owner's authorized representatives in the

operation and maintenance of the system and shall furnish three complete sets of operating and maintenance

instructions.

B. The three bound sets of operating and maintenance manuals are to contain complete parts lists of materials and

equipment installed in the landscape irrigation system.

C. If, within one year from the date of completion, settlement occurs and adjustments in pipes, valves and sprinkler

heads, sod or paving is necessary, Contractor shall make adjustments without extra cost to the Owner.

END OF SECTION

SECTION 32 93 16

EXTERIOR PLANTS

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Preparation of subsoil and topsoil.

B. Seed.

C. Mulch and fertilizer.

D. Maintenance

1.02 SUBMITTALS

A. List of all plant material, sizes, locations and description.

1.03 DEFINITIONS

A. Weeds: Includes Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory, Rush Grass, Mustard,

Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort,

Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perrenial

Sorrel, Brome Grass and St. Augustine.

B. Plants: seed specified in this Section.

1.04 QUALITY ASSURANCE

A. Nursery: Company specializing in growing and cultivating the plants specified in this Section with minimum three

years experience.

B. Installer: Company specializing in installing and planting the plants specified in this Section with minimum 5-years

of experience.

1.05 REGULATORY REQUIREMENTS

A. Comply with regulatory requirements for herbicide and pesticide composition and applications.

B. Plant Materials: Certified by federal department of agriculture; free of disease or hazardous insects.

1.06 DELIVERY, STORAGE AND HANDLING

A. Deliver fertilizer in waterproof bags showing weight, chemical analysis and name of manufacturer.

B. Protect plants until planted.

C. Deliver plant life materials immediately prior to placement. Keep plants moist.

1.07 ENVIRONMENTAL REQUIREMENTS

A. Do not install plant life when ambient temperatures may drop below 35 degrees F or above 90 degrees F.

B. Do not install plants when wind velocity exceeds 30 mph.

1.08 SEQUENCING AND SCHEDULING

A. Coordinate the work of this Section with installation of underground irrigation system, utilities, piping and watering

heads.

1.09 WARRANTY

A. Provide a 30-day warranty on all seeded areas. Commence warranty on date identified in the Certificate of Certified

Completion.

B. Warranty: Include coverage of plants from death or unhealthy conditions.

C. Replacements: Re-Seed of same seed mix as specified any no-growth area larger than 2-sq. ft.

1.010 MAINTENANCE SERVICE

A. Maintenance Services: Performed by installer.

B. Maintain plant life immediately after placement and continue for a period of 3 months after the[date identified in the

certificate of Certified Completion.

C. Maintenance to include:

1. Irrigating sufficient to saturate root system.

2. Disease control.

PART 2 - PRODUCTS

2.01 SOIL AMENDMENT MATERIALS

A. Commercial Fertilizer: 12_12_12 granular compound as supplied by Best Fertilizer or as based on soil analysis.

B. Iron Sulfate: Ferric sulfate or ferrous sulfate in pelleted or granular form containing not less than 18.5 percent iron

expressed as metallic iron. Registered as an agricultural mineral with the State Department of Agriculture in

compliance with Article 2, "Fertilizing Materials", Section 1030 of the Agriculture Code.

C. Minerals: Ammonium Sulfate and Soil Sulfur; Registered as agricultural minerals with the State Department of

Agriculture in compliance with the Agricultural Code.

D. Water: Clean, fresh and free of substances or matter which could inhibit vigorous growth of plants.

E. Agriculture Gypsum: As common to industry.

2.02 SOURCE QUALITY CONTROL

A. Provide inspection for verifying acceptability of plants.

2.03 HYDRO-SEED MATERIALS

A. Minimum 80% Wood Fiber Mulch.

B. Commercial Fertilizer shall have 12 nitrogen and 12 Phosphoric Acid, 12 Potash. Fertilizer shall be granular, uniform

in composition, dry and free flowing, or approved equal. Bags shall be labeled with specific NPK Rating.

C. Stolon mix: Oregro Sports Mix #1i.

D. Soil Amendment: Earthworks Hydroblend.

2.04 The contractor shall furnish upon demand all delivery receipts and/or product identification tags for

inspection/approval prior to application of hydro-mulch mix.

PART 3 - EXECUTION

3.01 EXAMINATION

A. Verify that prepared subsoils are ready to receive work of this Section.

B. Beginning to installation means acceptance of existing conditions.

3.02 PREPARATION OF SUBSOIL

A. Prepare subsoil to eliminate uneven areas. Maintain profiles and contours. Make changes in grade gradual. Blend

slopes into level areas.

B. Remove foreign materials, weeds and undesirable plants and their roots. Remove contaminated subsoil.

C. Scarify subsoil to a depth of 12 inches. Repeat cultivation in areas where equipment used for hauling and spreading

topsoil has compacted subsoil.

3.03 SOIL PREPARATION

A. Apply 6 cubic yards of mulch materials, and stabilized per 1,000 sq. ft.

B. Apply agricultural gypsum at a rate of 100 lbs per 1,000 sq. ft.

C. Apply after initial raking of topsoil.

D. Mix thoroughly into upper 4 inches of soil.

E. Lightly water to aid the dissipation of fertilizer as per manufacturer's recommendations.

3.04 SEEDING

A. In the event that underground construction work or obstructions are encountered in the planting operation, select

alternate locations and obtain acceptance by the Architect.

3.05 APPLICATION PROCESS

A. Apply hydro-slurry components in single step as follows:

Components Rate/Acre

Seed Mix 11-lbs/1,000 s.f.

Soil Amendment/Earthworks 3000 lbs.

Fiber/Mulch 700 lbs.

12-12-12 Fertilizer 400 lbs.

3.06 WATERING

A. Apply water to plants during operations and thereafter until acceptance of work.

B. Apply water in sufficient quantities and as often as seasonal conditions require to keep the planted areas wet at all

times, well below the root systems of plants.

C. Seeded areas shall be immediately sprinkled to avoid drying out.

3.07 FERTILIZING

A. Fertilize all areas every 30 days after starting maintenance period at the rate of 5 lbs. per 1000 square feet with

ammonium sulfate 21-0-0 [or as based on soil analysis]. There shall be a minimum of 3 applications.

3.08 PROTECTION AND CLEAN-UP

A. Exercise all reasonable diligence in the protection of material during the work required by this section of the

specifications. Any damage to this or adjoining work caused as a result of this contract shall be repaired

immediately by Contractor without cost to the Owner. All excess material and equipment shall be removed

from the site at completion of the work required in this sections, and all areas shall be left in a clean satisfactory

condition.

END OF SECTION

SPECIFICATIONS

CTD

CTD

15FEB2018

Architect's Seal

03-01-2018

NOPARKING

NOPARKING

VA

N

VA

NV

AN

LIMIT OF WORK

A1.2

A1F1

A1.2

DEMO REMODEL

n

PLEASE RECYCLE

Project Title

Consultant Seal

Drawing Title:

Designed:

Drawn:

QAQC

Date:

Project No.

Scale:

Drawing No.

Architect's Seal

010203040506070809

J

H

G

F

E

D

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B

A

J

H

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F

E

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B

A

010203040506070809

SM

3546 Concours Street / Ontario, CA 91764T 909 989 9979 / www.hmcarchitects.com

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2/23/2018 3:09:04 PM

1" = 60'-0"

OVERALL SITE PLAN

3267022

SAN JACINTO HIGH SCHOOL - ATHLETIC FIELD IMPROVEMENTS

SAN JACINTO USD500 IDLYLLWILD DRIVESAN JACINTO CA 92583

A1.1

BM

BM

RM

02-22-2018 1" = 60'-0"

A1SITE PLAN

A

BB

K

FEG

C

G

JH

CR1 CR2 CR3 CR4 CR5 CR6 CR7 CR8 CR9 CR10

CR10

CR11

CR12

CR13

CR14

CR15

CR16

CR17 CR18 CR19

CR20 CR21 CR22 CR23 CR24

CR25 CR26 CR27 CR28 CR29 CR30

CR31(A# 04-107843)

CANOPY(A#04-107553)

BLEACHERS(A#04-59308)

SNACK BAR(A#04-59308)

TOILETS(A#04-59308)

PARKING LOT(LOT 3)

STAFFPARKING

LOT(LOT 1)

TIG

ER

LA

NE

IDYLLWILD DRIVE

(E)SCIENCE

WING

(E) CULINARYARTS WING

(A#04-)115731

PARKING LOT(LOT 2)

A# LEGEND

PARKING LOT(LOT 4)

(A#04-103415)

(A#04-107553)

(A#04-107553)(A#04-112977)

(A#04-100338)

(A#04-46875)

(A#04-107379)

(A#04-107553)

(A#04-102691)

(A#04-102691)

(A#04-102691)

BLEACHERS(A#04-59308)

ROTC(A# 04-107843)

TLT(A# 04-106807)

(E) TENNIS COURTSA#04-107909

(E) TRACK AND FIELDA#04-110077

(E) 2 SCOREBOARDSA#04-113506

(E) VARSITY SOFTBALLFIELD

A#04-107909

No. Description Date

03-01-2018

1. REFER TO SHEET G0.1 FOR TYPICAL SYMBOLS AND ABBREVIATIONS.2. PAINT STRIPING COLOR TO BE VERIFIED BY OWNER AND ARCHITECT PRIOR TO PAINTING.

02.03

02.03

02.08

02.02

02.04

02.04

02.02

02.06

02.06

TYP.

02.05

02.07

02.07

02.07 02.07

OF 4

02.0302.03

02.04

02.01

TYP.

02.01

02.04

02.03

02.10

TYP.

02.10

OF 2

02.10

02.12

02.04

02.1102.1102.10

TYP.

02.09

TYP.

02.09

TYP.

02.09

02.14

02.1502.15

TYP.

02.15

ALT.

ALT.

ALT.

TYP.

02.16

81' - 2" 6". 16' - 0" 220' - 0" 11' - 0 1/2"

31' -

6"

165' -

0"

16' -

0"

DGSEED

SAND

DG

DG

DGDG

53' -

0"

80' -

0"

79' -

9 1

/2"

25' - 8" 30' - 0" 25' - 6"

34. 9

2°

59.8

2°

30' -

0"

10' -

0"

5' - 0"

10' - 0"

34.9

2°

34.9

2°

20.0

0°

32' - 10"

12' -

10"

37' -

1 1

/2"

22' - 0" 20.0

0°

32.0532.05

32.06

TYP.

32.04

TYP.

32.02

TYP.

32.02

TYP.

32.01

TYP.

32.01

TYP.

32.03

TYP.

32.03

TYP.

32.01TYP.

32.01

TYP.

32.01

TYP.

32.01

31' -

11"

39' -

7"

GA

TE

OP

EN

ING

20' -

0"

16' -

0"

4' -

0"

64' -

0"

37' -

9 1

/2"

10' -

0"

10' -

0"

10' -

0"

11' -

11"

11.03

32.07

TEAM AND COACHING AREAOFFICIAL AREATEAM AND COACHING AREA

10' -

0"

E7

A1.3

J7

A1.3

TYP

E7

A1.3

TYP.

11.01

OF 2

TYP.

11.04

OF 2

11.02

ALT.

ALT.

ALT.

19' - 0"

135.00°

23' - 0"

5' -

5-1/

2".

32.08

ALT.

n

PLEASE RECYCLE

Project Title

Consultant Seal

Drawing Title:

Designed:

Drawn:

QAQC

Date:

Project No.

Scale:

Drawing No.

Architect's Seal

010203040506070809

J

H

G

F

E

D

C

B

A

J

H

G

F

E

D

C

B

A

010203040506070809

SM

LEGEND

NOTES

3546 Concours Street / Ontario, CA 91764T 909 989 9979 / www.hmcarchitects.com

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3/1/2018 10:32:31 AM

As indicated

ENLARGED SITE PLANS

3267022

SAN JACINTO HIGH SCHOOL - ATHLETIC FIELD IMPROVEMENTS

SAN JACINTO USD500 IDLYLLWILD DRIVESAN JACINTO CA 92583

A1.2

BM

BM

RM

02-22-2018

NO. Note - Detail

02.01 REMOVE (E) LANDSCAPING, CONTRACTOR TO PATCH AND REPAIR AREASFOR (N) WORK

02.02 REMOVE (E) DISCUS CAGE AND ASSOCIATED ITEMS, CONTRACTOR TOTURN OVER TO DISTRICT

02.03 REMOVE (E) CONCRETE SLAB

02.04 REMOVE (E) CHAINLINK FENCE AND GATE (ALT.), CONTRACTOR TO TURNOVER TO DISTRICT

02.05 REMOVE (E) TREE, PATCH & REPAIR W/ (N) SOIL FOR (N) WORK.

02.06 REMOVE (E) SURFACE TREE ROOTS, PATCH & REPAIR AREA FOR (N)WORK.

02.07 (E) CHAINLINK FENCE TO REMAIN AND PROTECT IN PLACE

02.08 (E) CHAINLINK SLIDING GATE TO REMAIN AND PROTECT IN PLACE

02.09 (E) CONCRETE CURB TO REMAIN AND PROTECT IN PLACE

02.10 (E) IRRIGATION CONTROL VALVE TO REMAIN AND PROTECT IN PLACE

02.11 (E) ELECTRICAL BOX TO REMAIN AND PROTECT IN PLACE

02.12 (E) STADIUM LIGHTING POST TO REMAIN AND PROTECT IN PLACE

02.14 (E) CMU WALL TO REMAIN AND PROTECT IN PLACE

02.15 REMOVE (E) PARKING STRIPING AS NEEDED FOR (N) WORK

02.16 (E) GUTTER TO REMAIN AND PROTECT IN PLACE

11.01 DISCUS THROWING CIRCLE, SEE A1/A1.3 & SPECS

11.02 SHOT PUT THROWING CIRCLE, SEE C1/A1.3 & SPECS

11.03 SAND VOLLEYBALL COURT, SEE G7/A1.3 & SPECS

11.04 DISCUS CAGE LAYOUT, SEE A5/A1.3 & SPECS

32.01 DECOMPOSED GRANITE SURFACE, SEE SPECS

32.02 TURF/ SEED SURFACE, SEE SPECS

32.03 SAND, SEE SPECS

32.04 ORNAMENTAL FENCE (ALT.) @ 8'-0 HIGH, SEE A1/A1.4 & SPECS

32.05 PAIR OF ORNAMENTAL SLIDING GATES (ALT.) @8'-0" HIGH, SEE E1/A1.4 &SPECS

32.06 PAIR OF ORNAMENTAL SWING GATES (ALT.) @ 8'-0" HIGH, SEE C1/A1.4 &SPECS

32.07 SOCCER LAYOUT, SEE E1/A1.3

32.08 SINGLE ORNAMENTAL SWING GATE (ALT.) @ 8'-0" HIGH, SEE J1/A1.4 &SPECS

1" = 20'-0"

F1ENLARGED SITE PLAN - DEMO

1" = 20'-0"

A1ENLARGED SITE PLAN - REMODEL

n

No. Description Date

03-01-2018

6" CONC PAVING

2" WIDE SECTOR LINES INTURF/D.G. AREA. 246'-0"RADIUS, FROM CENTEROF THROWING CIRCLE.

1-1/2" STEEL THROWINGCIRCLE

8'-21_

2" D

IA

34.92° THROWING SECTOR

10'-0"

10'-0"

17.4

6°

10'-6"

34.92°

10'-6

"

10'-6"

10'-6

"

MAIN NET, TYP.

BACKUP NET, TYP.

CONC. DISCUS

THROWING CIRCLE PAD,

REFER TO

DETAIL A1/-

DISCUS CAGE

UPRIGHT

≈ 73°

REFER TO SPEC

SECTION 11 66 00

FOR ADDITIONAL INFO.

10'-0"

COMPACTED SUBGRADE

4" AGGREGATE BASE

#4 REBAR - TYP. BOTHENDS

#4 REBAR @ 24" O.C. EA.WAY

6" THICK CONC. SLABWITH THICKENED EDGES

1_4"x1-1/2"x2" STEEL

THROWING CIRCLE

10'-0"

10'-0"

17.4

6°

6" CONC PAVING

2" WIDE SECTOR LINES INTURF AREA. 80'-0"RADIUS, FROM CENTEROF THROWING CIRCLE.

1-1/2" STEEL THROWINGCIRCLE

34.92° THROWING SECTOR

4"x4.5"x4' LONG CASTALUMINUM STOP BOARD

STEEL CIRCLE PASSESUNDERNEATH INNEREDGE OF TOE BOARD

7'-0

" DIA

10'-0"

4'-0"

4"

COMPACTED SUBGRADE

4" AGGREGATE BASE

#4 REBAR - TYP. BOTHENDS

#4 REBAR @ 24" O.C. EA.WAY

4"x4.5"x4' LONG CASTALUMINUM STOP BOARD

6" THICK CONC. SLABWITH THICKENED EDGES

S=1.0%

1_4" X 1-1/2" STEEL

THROWING CIRCLE

165'-0"

36'-0"

2'-0"

220'-0"

132'-0"

18'-0"

54'-0"

24'-0" G

OA

L

60'-0"

30'-0"

R30'-0"

RESTRAINING LINEFOR PENALTY KICK

PENALTY KICK LINE

R30'-0"

CENTER CIRCLE

PENALTY AREA

GOAL AREA

CORNER KICKAREA

PROVIDE (2) 4"BREAKS IN EACHSOCCER END LINE TODELINEATE GOALLOCATIONS. REFER TODETAIL

9" DIA.CENTER CIRCLE

R3'-0"

SOCCER FIELD GENERAL LAYOUT NOTES:

1. ALL LINE WORK IS TO BE LAID OUT WITH A TOLERANCE OF 1_4

INCH.

2. ALL SOCCER LINES ARE 4 INCHES WIDE PAINTED AS DIMENSIONED ON THE SOCCER LAYOUT PLAN.3. THE SOCCER GOAL AREA SHALL BE 4 INCH WIDE PAINTED LINES MEASURING 18 FEET BY 60 FEET.

4. THE SOCCER PENALTY AREA SHALL BE 4 INCH WIDE PAINTED LINES MEASURING 54 FEET BY 132 FEET.

5. THE PENALTY MARK SHALL BE A 4 INCH WIDE PAINTED LINE, 2 FEET LONG, LOCATED 36' FROM THE GOAL LINE AND CENTERED ON THE GOAL AREA.

6. THE RESTRAINING LINE FOR PENALTY KICKS SHALL BE A 4 INCH WIDE ARCH, ON THE OUTSIDE OF THE PENALTY AREA, LOCATED 30 FEET FROM THE CENTER OF THE PENALTY MARK.

7. THE HALFWAY LINE FOR THE SOCCER FIELD SHALL BE A 4 INCH WIDE, PAINTED WHITE LINE WITH A 4 INCH WIDE ORANGE INLAID CIRCLE (30 FOOT RADIUS) CENTERED ON THE HALFWAY LINE. REFER TO SOCCER

LAYOUT PLAN FOR LOCATION.8. THE CORNERS OF THE SOCCER FIELD SHALL RECEIVE A 4 INCH WIDE ARC (3 FOOT RADIUS) DESIGNATING THE CORNER KICK AREA.

9. A 4 INCH WIDE PAINTED LINE, 3 FEET LONG SHALL BE LOCATED PERPENDICULAR TO EACH SIDELINE. REFER TO SOCCER LAYOUT PLAN FOR LOCATION.

10. PAINT COLOR TO BE VERIFIED BY OWNER AND ARCHITECT PRIOR TO PAINTING.

4" THICK LINES, TYP.

WHITE ON OUTSIDE -PAINTED

ORANGE COLOR IN CENTER -PAINTED

ORANGE 9" DIA. CIRCLE

4" 4"4"

WHITE YARDLINE - PAINTED

WHITE HASHES - PAINTED

4" ORANGE PAINTED

2'-0"

WHITE PAINTED 25 YARD LINE

4" PAINTED WHITE TYP. @COACHES BOX PERIMETER

PAINTED ORANGE SOCCER LINE

RADIUS POINTFOR CORNER KICK

R36"

8" GOALINE

PAINTED WHITESTRIPES, TYP.

6' WIDE WHITE PAINTEDCOACHES BOX

6'-0"

6'-0"

15'-0"

4"

4" T

YP

.

2'-0"

160'-0"

190'-0"

4" BREAK IN ORANGESOCCER LINE INSIDE OFPLAYING FIELD

4" BREAK IN ORANGESOCCER LINE INSIDE OFPLAYING FIELD

4" INLAID ORANGE SOCCERLINE

24'-0"

4"

4"

6"

1/2

"

6"

1"

PAVED SURFACES FLUSH.

*PROVIDE STEEL TROWEL FINISH

#4 REBAR @ CENTER OF MOW STRIP

UNDISTURBED OR 90% RECOMPACTED

SUBGRADE.

1/2" R. ALL EDGES

FINISH GRADE @ TURF AREAS

FINISH GRADE

DAYS. PROVIDE EXPANSION

ALL FINISH PER OWNER REQUEST

SCORE LINES @ 5' O/C MAX. MEET

SHALL ACHIEVE 2000 PSI @ 28

CONCRETE MOW STRIP COLOR

@ DECOMPOSED GRANITE

1. REFER TO SHEET G0.1 FOR TYPICAL SYMBOLS AND ABBREVIATIONS.

2. PAINT STRIPING COLOR TO BE VERIFIED BY OWNER AND ARCHITECT PRIOR TO PAINTING.

A3

A1.3

D.G.

C3

A1.3

A7

A1.3

C5

A1.3

C7

A1.3

C9

A1.3

SOCCER GOAL, TYP. OF 2SEE SPECS

SEE NOTE #2

SEE NOTE #2SEE NOTE #2

10 1

/2"

RE

CO

MM

EN

DE

D

9"

MIN

.

SAND, SEE SPECS.

8 1/2"DECOMPOSEDGRANITE, SEE SPECS.

RUBBER BORDER,SEE SPECS.

ANCHOR PIN,SEE SPECS.

COMPACTED BASE CRUSHER DUST1"-2" MUST BE COMPACTED ANDLEVEL TO CORRECT ELEVATION

CENTERLINE 4" WIDE

SIDELINE

SIDELINE

SP

IKIN

G L

INE

NE

T

SP

IKIN

G L

INE

2" WIDE GAME LINE (TYP)

SLEEVE (SEE SPECS.)SEE

30' -

0"

10' - 0" 60' - 0" 10' - 0"

10' - 0" 10' - 0"

MIN

3' -

0"

MIN

10' -

0"

3' -

0"

7 1/2"

6"

SE

RV

ING

LIN

E

10' -

0"

/J9 A1.3

RUBBER BORDERSEE /J7 A1.3

SAND

DECOMPOSEDGRANITE

81' - 5"

51' -

5"

MIN

.

10' -

0"

PLAY ZONE

18" DEEP SAND

FREE ZONE

12" DEEP SAND

10' - 0" 60' - 0" 10' - 0"

80' - 0"

10' -

0"

30' -

0"

10' -

0"

50' -

0"

B VOLLEYBALL COURT LAYOUTA SAND LAYOUT

NON-HARDENING SEALANT: INSTALL PERCAULK AROUND EACH POST BASE WITH

ENTIRE POST ASSEMBLY SHALL BE

MANUF. SPECIFICATIONS

HOT-DIPPED GALVANIZED

2.

1.

NOTES:

SAND, TYP.SEE SPECS

SAND VOLLEYBALL COURTEQUIPMENT, SEE SPECS.

DIAM.1' - 4"

3"3' -

0"

9'-0".

1' -

0"

3' -

6"

12"

18"

PLAY ZONEFREE ZONE

n

PLEASE RECYCLE

Key Plan

Project Title

Consultant Seal

Drawing Title:

Designed:

Drawn:

QAQC

Date:

Project No.

Scale:

Drawing No.

Architect's Seal

010203040506070809

J

H

G

F

E

D

C

B

A

J

H

G

F

E

D

C

B

A

010203040506070809

SM

LEGEND

NOTES

3546 Concours Street / Ontario, CA 91764T 909 989 9979 / www.hmcarchitects.com

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2/26/2018 5:18:34 PM

As indicated

SITE DETAILS

3267022

SAN JACINTO HIGH SCHOOL - ATHLETIC FIELD IMPROVEMENTS

SAN JACINTO USD500 IDLYLLWILD DRIVESAN JACINTO CA 92583

A1.3

BM

BM

RM

02-22-2018 1/4" = 1'-0"

A1DISCUS THROWING CIRCLE PLAN

3/16" = 1'-0"

A5DISCUS CAGE LAYOUT

3/4" = 1'-0"

A3DISCUS THROWING CIRCLE SECTION

1/4" = 1'-0"

C1SHOT PUT THROWING CIRCLE PLAN

3/4" = 1'-0"

C3SHOT PUT THROWING CIRCLE SECTION

No. Description Date

1/16" = 1'-0"

E1SOCCER LAYOUT

3/4" = 1'-0"

C5SOCCER 50 YARDLINE

1/2" = 1'-0"

C7SOCCER CENTER CIRCLE

1/8" = 1'-0"

A7SOCCER CORNER KICK AREA

3/4" = 1'-0"

C9SOCCER GOAL ALIGNMENT SQUARES

3" = 1'-0"

E7CONCRETE MOW STRIP BETWEEN DECOMPOSEDGRANITE & TURF/ SEED

1 1/2" =1'-0"

J7RUBBER BORDER

1/16" = 1'-0"

G7VOLLEYBALL COURT

1/4" = 1'-0"

J9VOLLEYBALL POST

03-01-2018

4'-0"

6"

.

1

24" DIAM X 4'-0" DEEP@ GATE POST"18" DIAM. X 4'-0" @FENCE POSTS, U.N.O.

3"

3"

12"

3"TYP.

3"

4-#4 VERT BARS

#3 TIES AT 12" O.C.

3-#3 TIES AT TOP

3"

2

DESCRIPTION:

1. 4" SQ. POST

2. 1' SQ. PICKETS

"H"

TOP VIEWSIDE VIEWFRONT VIEWISO VIEW ISO VIEW

Values shown are nominal and not to be used for installation purposes. See product specification for installation requirements.

"H" PER PLAN

GATE OPENING PER PLAN

VARIES

101/2"1313/16"

51/2"

GATE MOUNTING POSTS

POST

POST

FENCELINE

FENCE LINE

DETAIL A DETAIL B DETAIL C

FENCE POST

DETAIL A DETAIL B DETAIL C

4'-0"

'

SE

E S

ITE

PLA

NS

A1.4

E5

MA

X.

3"

10"

A.F

.F.

30"

- 4

4"

SE

E S

ITE

PLA

NS

"H"

NOTES:1. ALL EXPOSED METAL SHALL BE GALVANIZED FINISH2. FOR FOOTING INFO. SEE

1" SQ. X 14 GA.TUBE STEEL PICKETS

HEAVY-DUTY GATEHINGE (3) PER LEAF

FOOTING, TYP.SEE

HSS 3" X 1-1/2" X 1/8"TOP & BOTTOM RAIL (TYP.)

10 GA GALV STL. KICK PLATES,EA SIDE, SEE

HSS 3" X 2" X 1/8"THK GATE FRAME

8" X 4" X 3/16" STRIKE PLATEWELDED TO GATE FRAME

HSS POST AT EACH SIDE OF GATEPER SCHEDULE ON

J7

A1.4

TYP

A1.4

E7

A1.4

J3

G5

A1.4

TYP

/E5 A1.4

/J5 A1.4

PER PLAN

/E5 A1.4

/C1 A1.4

SE

E S

ITE

PLA

NS

"H"

3"

10"

3' -

4"

T.S GATE FRAME,(3) SIDES

T.S. GATE POSTEA. SIDE OF GATE

T.S. PICKETS1" X 1" X 14 GAAT 4" O/C

7" W X 10"H X 2"D3/16" STEEL PLATE BOXON STRIKE SIDE OFGATE WHERE OCCURS

GALV STL KICKPLATES, EA. SIDE

A1.4

J5

POST OR ADJOININGGATE

NOTE:

LEVER TO OPERATE

W/ LESS THAN 5

LB PRESSURE

MCMASTER CARRSLIDEBOLT NO1161A42

TYP

TYP

1/4" STL PLATEMAX

0' - 1 1/32"

1/8"

3/16"

30"

- 44"

TO

FIN

ISH

FLO

OR

FENCE PICKETS AT EXTERIOR SIDEOF GATE, WHERE OCCURS

TYP.

TYP.

VERTICAL T.S. BEYOND, SEE ELEVATION

2" X 2" 13 GA T.S.INTERMEDIATE RAIL

10 GA GALV STL KICKPLATE, BOTH SIDES

2" X 2" STEEL TUBE 13 GA.BOTTOM RAIL

T.O. GRADE

3"

MA

X.

10"

32 1

/2"

1 1

/2"

1"

6 1

/2"

2"

1 1

/2"

9"

3"

3"

1 1

/2"

2 5/8". 1"

2"

2 3/4". 1"

2"

2 3/4" X 2 X 1/8" STLPLATE, OPEN POSITION

T.S. 3" X 2" X 1/8"GATE FRAME

3/4" DIA CANE BOLT

7/8" DIA CANE BOLTSLEEVE WELDED TO GATE

3 5/8" X 2 X 1/8" STLPLATE, PADLOCK HASPWELDED TO GATE FRAMEW/ 3/4" DIA HOLE

GALV KICK PLATE,SEE

7/8" DIA CANE BOLTSLEEVE WELDED TO GATE

CANE BOLT, 3/4" DIA.FF

CONC. PAVING, MIN12" X 12" X 6"

DRILLED HOLE 3/8" GREATERTHAN CANE BOLT DIA.

1/8" STL PLATE,PADLOCK HASP WELEDTO CANE BOLT W/ 3/4"DIA HOLE, ALIGN HOLEW/ FIXED PAD LOCK HASP

CANE BOLT ELEVATION

HSS 3" X 2" X 1/8"GATE FRAME

1/2" RADIUS, TYP

CANE BOLT, 3/4" DIA.

3 5/8" X 2 X 1/8" STLPLATE, PADLOCK HASPWELED TO GATE FRAMEW/ 3/4" DIA HOLEALIGN HOLE W/ CANE BOLTHASP IN LOCKED POSITION

PLAN ELEVATION

CANE BOLT HOLDER/ PADLOCK HASP

1/8" STL PLATE,PADLOCK HASP WELEDTO CANE BOLT W/ 3/4"DIA HOLE

2 3/4" X 2 X 1/8" STLPLATE, OPEN POSITION

G05-50600.RVT

/J5 A1.4

NOTE:GRIND ALL EDGES AND WELDS SMOOTH,ALL EXPOSED SURFACES SHALL BEGALVANIZED. HSS 4" X 4" X 3/16" POST

1"X1"X14 GA. GATE PICKET

HSS 10"X2"X1/8"BOTTOM RAIL

HSS 3"X2"X1/8"GATE FRAME

3 SIDES

1/4"

WELDABLE STL SPRINGHINGE MC MASTER #1479A52

2" MIN.

CLR. MAX.

3 15/16".+/- 1/2" CLR.

3 SIDES

3/16"

05219

1" SQ. X 14GAGE TUBESTEEL PICKETS

HSS 3" x 2" x 1/8"THK HSSGATE FRAME

HINGE,SEETYP. OF 3

LATCH,SEE

HSS POST ATEACH SIDE OFGATE PERSCHEDULE

CANEBOLTBOTH GATES,SEE

FOOTING,SEE

SE

E S

ITE

PLA

NS

"h"

0' -

7"

30"

- 44"

1' -

0"

SEE SITE PLANS

"w"

SEE SITE PLANS

"w"

0' - 1" MAX 1 1/2" MAXMAX (TYP)0' - 3 15/16"

SC

HE

DU

LE GATE

WIDTH"w" MAX

MAX"h"

POSTSIZEHSS

POSTFTG"d"

4 FT

10 FT

8 FT

8 FT

4" X 4" X 3/16"

4" X 4" X 3/16"

18"

18"

/J7 A1.4

/J3 A1.4

/E7 A1.4

/E5 A1.4

05217

EQUALLY SPACED PER SCHED.

POSTS & PICKETS SHALL BE

HSS 3" X 1 1/2" X 1/8"RAIL TOP & BOT (TYP.)

1/4" STL POST CAP

HSS POST,PER SCHEDULE

1" SQ. X 14 GA TUBESTEEL PICKETS

FINISH GRADE VARIES

FOOTINGSEE SCHED. &

SE

E S

ITE

PLA

NS

"h"

4"

MA

X.

2"

MIN

.

TYP.3/16"

CLR MAX (TYP.)0' - 3 15/16"

SC

HE

DU

LE HT.

MAX

POSTSPACING

MAX

POSTSIZEHSS

8 FT 8 FT 4" X 4" X 3/16"

FOOTING"d"

18"

/E5 A1.4

10 FT 6 FT 5" X 5" X 3/16" 20"

PLEASE RECYCLE

Project Title

Consultant Seal

Drawing Title:

Designed:

Drawn:

QAQC

Date:

Project No.

Scale:

Drawing No.

Architect's Seal

010203040506070809

J

H

G

F

E

D

C

B

A

J

H

G

F

E

D

C

B

A

010203040506070809

SM

3546 Concours Street / Ontario, CA 91764T 909 989 9979 / www.hmcarchitects.com

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3/1/2018 10:32:32 AM

As indicated

SITE DETAILS

3267022

SAN JACINTO HIGH SCHOOL - ATHLETIC FIELD IMPROVEMENTS

SAN JACINTO USD500 IDLYLLWILD DRIVESAN JACINTO CA 92583

A1.4

BM

BM

RM

02-22-2018

1/2" = 1'-0"

E5ORNAMENTAL FOOTING (ALT.)

No. Description Date

1/4" = 1'-0"

E1ORNAMENTAL ROLLING GATE (ALT. SIM.)

1/4" = 1'-0"

J1ORNAMENTAL GATE ELEVATION (ALT.)

1/2" = 1'-0"

G5ORNAMENTAL GATE SECTION (ALT.)

3" = 1'-0"

J3METAL GATE LATCH (ALT.)

3" = 1'-0"

J5KICK PLATE (ALT.)

1 1/2" =1'-0"

E7CANE BOLT DETAILS (ALT.)

3" = 1'-0"

J7HINGE AT METAL GATE POST (ALT.)

1/4" = 1'-0"

C1ORNAMENTAL PICKET DOUBLE GATE (ALT.)

1/4" = 1'-0"

A1ORNAMENTAL PICKET FENCE (ALT.)03-01-2018