Appendix C - Construction Drawings — Visalia City Council, May 1, 2023

Houston Roundabout @ Santa FeSheet of Date: Scale: Project:Urban Tree Foundation1512 W. Mineral KingAve. Visalia, Ca 93291559-713-0631www.urbantree.orgDrawing DescriptionDate 210022.7.202309
\\tysons-mac-mini\urban tree foundation\21\21002 - santa fe roundabout @ houston\Land\CD's\CD_01\21002_24x36_TS.dwg07.02.2023bygregmendonsa 1" = 10'Visalia, CA
COV - Houston Roundabout @ Santa FeVisalia, CA
SHEET INDEXT-1TITLE SHEETL-1CONSTRUCTION PLANL-2SITE SECTIONSL-3CONSTRUCTION DETAILSL-4PLANTING SOILS PLANL-5IRRIGATION PLANL-6IRRIGATION DETAILSL-7 IRRIGATION DETAILSL-8PLANTING PLAN PROJECT APPLICANT:URBAN TREE FOUNDATIONPROJECT TYPE: PUBLICWATER SUPPLY: POTABLEWATER SUPPLIER:CALIFORNIA WATER DISTRICT(559) 624-1700TOTAL LANDSCAPED AREA: 12,767 SF"I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATEREFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETELANDSCAPE DOCUMENTATION PACKAGE." SITE VICINITY MAPN.T.S.

CONTACT INFOGREG MENDONSALANDSCAPE ARCHITECTURBAN TREE FOUNDATION1512 W. MINERAL KING AVEVISALIA, CA 93291805.798.1585 "I have complied with the criteria of the ordinance and appliedthem accordingly for the efficient use of water in the irrigation& planting design plans."SignatureSignatureSignature CITY SIGNATURES DATE Title SheetT-11
PROJECT SITEProject No. 2520-7200 CP0307-799
8'-0"CLEAR
+/-18'-0"
6'-0" typ.
+ 5'-6"+ 3'-3"
+ 4'-6"+ 0'-0" TC+ 0'-0" TC+ 2'-3"
0'-0" TC +
0'-6" TC +
1'-0" TC +0'-6" TC +
1'-0" TC ++ 0'-6" TC+ 1'-0" TC+1'-0" TC0'-0" TC ++ 0'-0" TC 0'-0" TC++0'-0" TC0'-6" TC +
+1'-6" TC+ 1'-6" TC
P-101P-102
TG-101TG-102
TG-101P-103P-104
P-104P-101S-101
S-101
A
A
B
B CONCRETESYMBOLDESCRIPTIONQTY12" Concrete Curb Wall. See plan for wall heights.235 lfGranite Rip-Rap. Size: 4-8". Color: Gray. Instal RipRap over 3" layer of 2,489 sfClass 2 road base. Compact subgrate to 95%.Granite Rip-Rap. Size: 10"-18". Color: Gray. Instal RipRap with grouted 3,003 sfjoints. Compact subgrate to 95%.Concrete Curb. See detail 2 sheet L-3.SITE FURNISHINGSSYMBOLDESCRIPTIONQTYRemovable Safety Bollard. Manufacturer: Tournesol, Model: B-0240-10-4806, Height: 48", Color: Black. Receiver Model: B-REC6 (orapproved equal)BARK MULCHSYMBOLDESCRIPTIONQTYCalifornia Gold Roack Mulch. Size: 3/8". Intall 4" layer of roack mulch 7,370 sfover all landscape areas.Accent Boulders. Material: Moss Rock Boulders. Size: 36" - 84". Boulders to be approved by Landscape Architect prior to instalation.

P-101P-102P-103P-104S-101TG-101TG-102
Materials Legend
632
MANHOLE COVER (3), TYP.

EXISTING EDGE OF PAVING.EXISTING CURB.

PROPOSED MOUNDING - 1' CONTOURS.TOE OF SLOPE.

Houston Roundabout @ Santa FeSheet of Date: Scale: Project:Urban Tree Foundation1512 W. Mineral KingAve. Visalia, Ca 93291559-713-0631www.urbantree.orgDrawing DescriptionDate 210022.7.20230feet201" = 10'10304009
\\tysons-mac-mini\urban tree foundation\21\21002 - santa fe roundabout @ houston\Land\CD's\CD_01\21002 - c.dwg07.02.2023bygregmendonsa 1" = 10'Visalia, CAConstruction PlanL-12
CONCRETE CURB WALLNotes:1-Provide score joints at 10'-0" o.c.2- Concrete shall be class b, 5 sackmix.3- Expansion joints shall be provided atcorners and every 30'-0" o.c. maximum. 9"1'-0"
4" - 8" Granite Rip Rap2" Layer Rock Mulch,per plan.1/2" Tooled radius.Finished grade shall be 2"below top of curb at turf area.

Subrade compacted to 90%.
18" max.312"min.3"min.
#4 Rebar vertical, 24" o.c.#4 Rebar horizontal, top and bottom. 3"3" layer of 3/4" Road base.Compacted in place to 95%6" min. 1P-OP-21002-07
Area around irrigation equipmentto have 3/8" California Gold Gravelinstalled up to concrete paving.Contractor to review full extent ofgravel install in field with cityproject manager .

INDICATED CURB ELEVATIONS ARE INREFERENCED FROM INTERIOR EDGE OFPAVING AROUND PERIMETER OFPLANTING AREA.

INDICATED LANDSCAPE MOUNDINGELEVATIONS ARE REFERENCED TO INTERIOREDGE OF PAVING AROUND PERIMETER OFPLANTING AREA. 1'-6"
4'-6"
5'-0"
4'-6"
1'-6"
EXISTING CURB.

SECTION B-B

SECTION A-A
Houston Roundabout @ Santa FeSheet of Date: Scale: Project:Urban Tree Foundation1512 W. Mineral KingAve. Visalia, Ca 93291559-713-0631www.urbantree.orgDrawing DescriptionDate 210022.7.202309
\\tysons-mac-mini\urban tree foundation\21\21002 - santa fe roundabout @ houston\Land\CD's\CD_01\21002 - cd.dwg07.02.2023bygregmendonsa 1" = 10'Visalia, CAConstruction DetailsL-34

1. Existing utilities- information on the drawings relating to existing utility lines and servicesfrom the best sources available. All such information is furnished only for information and isnot guaranteed. The Contractor shall excavate test pits as required to determine the exactlocation of existing utilities.Call utility locating service for precise utility locations before beginning of any work. UnderGround Services Alert 800. 227. 2600.2. Utility Requirements- The Contractor shall notify the following agencies at least 48 hours inadvance of excavating around any of their structures. The utility companies listed below shallbe contacted.- Gas Company- Telephone Company- Electrical Power Company- Cable Television Company- Water Supply CompanyThe California Public Utilities Commission mandates that in, in the interest of public safety,main line gas valves be maintained in a manner to be readily accessible and in goodoperating condition. The Contractor shall notify the gas company's headquarters planningoffice 48 hours prior to the start of construction.3. Contractor shall be responsible for making himself familiar with all underground utilities,pipes, and structures. Contractor shall take sole responsibility for any cost incurred due todamage of said utilities.4. All scaled dimensions on the drawings are approximate. Before proceeding with any work,the Contractor shall carefully check and verify all dimensions and quantities, and shallimmediately inform the Owner's Representative of any discrepancies between the informationon the drawings and the actual conditions refraining from doing any work in said areas untilgiven approval to do so by the Owner's Representative.5. The Contractor shall obtain and pay for all permits related to this section of the work unlesspreviously excluded under provision of the contract or general conditions. The Contractorshall comply with all laws and ordinances bearing on the operation of conduct of the work asdrawn and specified. If the contractor observes that a conflict exist between permitrequirements and the work outlined in the contract documents, the Contractor shall promptlynotify the Owner's Representative in writing including a description of any necessary changesand changes to the contract price resulting from changes in the work.6. Wherever references are made to standards or coded in accordance with which works is tobe performed or tested, the edition or revision of the standards and codes current on theeffective date of this contract shall apply, unless expressly set forth.7. In case of conflict among any referenced standards or codes or between any referencedstandards and codes and the specifications, the more restrictive standard shall apply orOwner's Representative shall determine which shall govern.8. The Contractor shall adequately protect the work, adjacent property, and the public, andshall be responsible for any damages or injury due to the Contractor's actions.9. The Contractor shall be responsible for any coordination with subcontractors as requiring toaccomplish the construction operations. All piping, conduit, sleeves, etc. shall be set in placeprior to the installation of construction items.10. See civil engineer's grading plans for vertical control, grading and drainage structuresprior to installation of walks, footings, walls, and other structures.11. Concrete surface shall be formed with long, smooth gradients to reduce drips, abruptchanges and sharp transitions.12. All curvilinear walks, curbs, header boards and walls shall have a continuous smoothcurb where applicable. All forms must be inspected and approved prior to beginning thatphase of work.13. All walks shall be 4" thick natural color with a Top Cast #05 finish,powder blue violet,unless otherwise noted on the plans. See civil engineer's plans for further information.Expansion joints shall be located per the plans. Control joints shall be located as shown onthe plans and spread equally between expansion joints where possible.14. All steps shall have handrails per state and local codes. See plans for locations.15. All dimensions are from outside, facing paving, wall, curbs, etc. unless otherwise noted onthe plan. All dimensions are perpendicular to buildings unless otherwise noted.16. Prior to the installation of any construction item, forms with steel in place and compactedsubgrade shall be inspected and approved by the Owner's Representative. The Owner'sRepresentative shall approve the final layout of all walls, walks, etc. prior to pouring concrete.Any modifications made to the plans as a result of field conditions shall be brought to theattention of the Owner's Representative prior to any work being performed in that area.17. Contractor shall submit 3' x 3' samples of all paving finishes and colors with joints in place.All samples shall be approved by the Owner's Representative prior to construction.18. All property lines and lot lines shall be verified prior to construction.19. Concrete flatwork shall be per the structural soils report recommendations and civilengineer's plans.20. All subgrades for paved surfaces shall be moistened, compacted, in accordance with soilengineer's recommendations and per the civil engineer's plans.21. All mow strips shall be constructed as a part of the landscape construction plans.Material1. All construction materials (steel, block, mortar, cement, etc.) shall conform to the mostrecent edition of standards set forth in the Standard Specifications for Public WorksConstruction as defined by the City of Visalia.2. Concrete finishes shall be called out on the plans or details. All finishes shall be uniform inappearance and subject to the approval by the Owner's Representative. Unacceptable workshall be removed and replaced by the Contractor at no expense to the Owner.3. Masonry unites shall be Grade A conforming to A.S.T.M and manufactured in accordingwith Concrete Masonry Association Standards.4. Portland Cement shall conform to A.S.T.M C150, low akali, single brand throughout.5. Mortar shall be freshly prepared and uniformly mixed in the ration volumes of 1 partcement, 12 part lime putty, 4-1/2 parts sand, and shall conform to A.S.T.M 270. If plastic typecement is used the lime putty shall be omitted.6. Grout shall be fluid of consistency. Ratio by volume is one (1) part cement, three (3) partssand, two (2) parts pea gravel.7. Reinforcing steel shall be deformed bars conforming to A.S.T.M A615 40. Wire reinforcingshall conform to A.S.T.M A82.8. Expansion joints shall be impregnated felt conforming to A.S.T.M D1751 or as indicated onthe plans.9. Joint sealant shall be two (2) parts polysulfide sealant as manufacturered by thoikoi orapproved equal. Color to match paving color.10. Water shall be of potable quality.

GENERAL CONSTRUCTION NOTES
ORNAMENDTAL BOULDER SETTING1" = 1'-0"
1234
Finish grade.1Ornamental boulder. Size per plan. Bury boulder to a depth of 1/4 to 1/3overall boulder height. Set as directed by Landscape Architect.23" min. layer of crushed roack. Work boulder into crushed rock until solidllyset.3Conpacted subgrade.4 1P-OP-21002-02
Notes:1- See planting soil specifications for additionalrequirements.18-24" Backfill with site soil and lightlytamp in 6" lifts. Do not overcompact.SECTION VIEW

PLAN VIEW
4" +
10' min.

Existing soil.

Tree crown.Trench.Finished grade.

Root ball.Planting pit 3x's root ball.

SOIL MODIFICATION - RADIAL TRENCHING3P-OP-21002-08

1. Existing utilities- information on the drawings relating to existing utility lines and servicesfrom the best sources available. All such information is furnished only for information and isnot guaranteed. The Contractor shall excavate test pits as required to determine the exactlocation of existing utilities.Call utility locating service for precise utility locations before beginning of any work. UnderGround Services Alert 800. 227. 2600.2. Utility Requirements- The Contractor shall notify the following agencies at least 48 hours inadvance of excavating around any of their structures. The utility companies listed below shallbe contacted.- Gas Company- Telephone Company- Electrical Power Company- Cable Television Company- Water Supply CompanyThe California Public Utilities Commission mandates that in, in the interest of public safety,main line gas valves be maintained in a manner to be readily accessible and in goodoperating condition. The Contractor shall notify the gas company's headquarters planningoffice 48 hours prior to the start of construction.3. Contractor shall be responsible for making himself familiar with all underground utilities,pipes, and structures. Contractor shall take sole responsibility for any cost incurred due todamage of said utilities.4. All scaled dimensions on the drawings are approximate. Before proceeding with any work,the Contractor shall carefully check and verify all dimensions and quantities, and shallimmediately inform the Owner's Representative of any discrepancies between the informationon the drawings and the actual conditions refraining from doing any work in said areas untilgiven approval to do so by the Owner's Representative.5. The Contractor shall obtain and pay for all permits related to this section of the work unlesspreviously excluded under provision of the contract or general conditions. The Contractorshall comply with all laws and ordinances bearing on the operation of conduct of the work asdrawn and specified. If the contractor observes that a conflict exist between permitrequirements and the work outlined in the contract documents, the Contractor shall promptlynotify the Owner's Representative in writing including a description of any necessary changesand changes to the contract price resulting from changes in the work.6. Wherever references are made to standards or coded in accordance with which works is tobe performed or tested, the edition or revision of the standards and codes current on theeffective date of this contract shall apply, unless expressly set forth.7. In case of conflict among any referenced standards or codes or between any referencedstandards and codes and the specifications, the more restrictive standard shall apply orOwner's Representative shall determine which shall govern.8. Comply with the requirements for the California code of Regulation title 23 waters, division2 department of water resources chapter 2.7 model water efficient landscape ordinance,492.5 soil management report.a. Where the requirements of specification section Planting Soil are more stringent thanthe California code, the more stringent requirements shall prevail.9. The Contractor shall adequately protect the work, adjacent property, and the public, andshall be responsible for any damages or injury due to the Contractor's actions.10. The Contractor shall be responsible for any coordination with subcontractors as requiringto accomplish the soil preparation operations.11. Top soil, existing site soil and Planting Soil Mix testing; Submit soil test analysis report foreach sample of Topsoil, existing site soil and Planting Soil from an approved soil testinglaboratory.12. Submit all testing required by California code of Regulation title 23 waters, division 2department of water resources chapter 2.7 model efficient landscape ordinance, 492.5 soilmanagement report.13. Soil testing shall be at the expense of the Contractor. Copies of the soil test analysis alongwith receipts and delivery slips of recommended amendments shall be provided to theOwner's Representative.14. Contractor shall be aware of all surface and subsurface conditions, and to notify theOwner's Representative, in writing of any circumstances that would negatively impact thehealth of plantings. Contractor shall not proceed with work until corrected.a. Should subsurface drainage or soil conditions be encountered which would be detrimental to growth or survival of plant material, the Contractor shall notify the Owner's Representative in writing, stating the conditions and submit a proposal covering the cost of corrections. If the contractor fails to notify the Owner's Representative of such conditions, he/she shall remain responsible for the plant material under the warrantee clause of the specifications.15. Imported top soil shall be fertile, friable soil containing less than 5% total volume of thecombination of subsoil, refuse, roots larger than 1" diameter, heavy or stiff clay, stones largerthan 2 inches in diameter, noxious seeds, sticks, brush, litter, or any substances deleteriousto planter growth. The % of the above objects shall be controlled by source selection not byscreening the soil. Topsoil shall be suitable for the germination of seeds and the support ofvegetative growth. Imported Topsoil shall not contain weed seeds in quantities that causenoticeable weed infestation in the final planting beds.16. Compost shall be organic blended material, composted for a minimum of 9 months and attemperatures sufficient to break down all woody fibers, seeds and leaf structures, free of toxicand non-organic matter. Source material shall be yard waste trimmings blended with otherorganic material designed to produce Compost high in fungal material. a. Organic matter shall be commercially prepared compost and meet US CompostingCouncil STA/TMECC.17. Existing trees shall be protected and cared for as required in the details andspecifications.18. The Owner's Representative shall approve all rough grading prior to the installation oforganic matter, fine grading, and mulching.19. The Owner's Representative shall be informed of the progress of the work so the workmay be observed at the following key times in the construction process. The Owner'sRepresentative shall be afforded sufficient time to schedule visit to the site. Failure of theOwner's Representative to make field observations shall not relieve the Contractor frommeeting all the requirements in the plans, details and specifications.a. Pre - Construction meetingb. Existing soil conditions reviewc. Completion of site preparation reviewd. Completion of finished grading and surface soil modification review.20. If the work fails to pass inspection, any subsequent inspections must be rescheduled asrequired in the specifications. The cost to the Owner for additional inspections will be chargedto the Contractor at the prevailing hourly rate of the inspector.21. Contractor shall include in the bid continued maintenance (warranty) period of 1 year aftercompletion of construction and acceptance of the project by the Owner's Representative.

GENERAL PLANTING SOIL NOTES
Notes:1- Shrubs shall be of quality prescribed in the root observations detail and specifications.2- See specifications for further requirements related to this detail.

Loosened soil.Dig and turn the soilto reduce thecompaction to thearea and depthshown.3x's widest dimension of root ball.

Rootball.4" high x 8" wide round - topped soilberm above root ball surface shall beconstructed around the root ball.Berm shall begin at root ball periphery.Prior to mulching, lightly tamp soilaround the root ball in 6" lifts to braceshrub. Do not over compact. When theplanting hole has been backfilled, pourwater around the root ball to settle thesoil. 4" layer of mulch.No more than 1" ofmulch on top ofroot ball. (Seespecifications formulch).

Root ball rests onexisting orrecompacted soil.Slope sides ofloosened soil.Existing soil.Finished grade.

Shrub.

SECTION VIEWSHRUB - UNMODIFIED SOIL4P-OP-21002-01
Notes:1- Shrubs shall be of quality as prescribed in the root observations detail and specification.2- See specifications for further requirements related to this detail.

Shrub.
3x's widest dimension of root ball.

Rootball.Round - topped soil berm 4" high and 8"wide above root ball surface shall becentered on the downhill side of the rootball for 240°. Berm shall begin at root ballperiphery. 4" layer of mulch.No more than 1" ofmulch on top ofroot ball. (Seespecifications formulch).

Prior to mulching, lightly tamp soil aroundthe root ball in 6" lifts to brace shrub. Donot over compact. When the planting holehas been backfilled, pour water around theroot ball to settle the soil.Loosened the soil. Digand turn the soil toreduce thecompaction to thearea anddepth shown.

Original slope shouldpass through thepoint where the trunkmeets substrate/soil.Slope sides ofloosened soil.Bottom of root ballrests on existing orrecompacted soil.Existing soil.SECTION VIEWSHRUB ON SLOPE (5% TO 50%) - UNMODIFIED SOIL5P-OP-21002-06 REINFORCED CONCRETE CURB @ ACCESS ROADNotes:1-Provide score joints at 10'-0" o.c.2- Concrete shall be class b, 5 sackmix.3- Expansion joints shall be provided atcorners and every 30'-0" o.c. maximum. 4" - 8" Granite Rip Rap1/2" Tooled radius
Subrade compacted to 90%
3"3" layer of 3/4" Road base.Compacted in place to 95%6" min. #4 Rebar horizontal, continuous#4 Rebar horizontal, 12" o.c.1'-6" 1'-0"
P-OP-21002-282
8'-0"CLEAR
+/-18'-0"
6'-0" typ.
+ 5'-6"+ 3'-3"
+ 4'-6"+ 0'-0" TC+ 0'-0" TC+ 2'-3"
0'-0" TC +
0'-6" TC +
1'-0" TC +0'-6" TC +
1'-0" TC ++ 0'-6" TC+ 1'-0" TC+1'-0" TC0'-0" TC ++ 0'-0" TC 0'-0" TC++0'-0" TC0'-6" TC +
+1'-6" TC+ 1'-6" TC
PS-101Notes:1 - All quantities and amounts shown on the plans are best estimatesfor the benefit of the contractor. In fieldconditions may vary compared to what is shown on the plans.Therefore, it is the contractor 's responsibility toverify all lengths, square footages, and amounts prior to bidding theproject.2- Contractor shall verify site compaction using the Standard ProctorMethod prior to the beginning of work. If compaction rates are between75% - 85% only minimal modification shall occur. See soil modification- compacted surface soil detail.

SYMBOLDESCRIPTIONQTYModified Existing Soil - Compacted sub soil: Radial Trenching.6,961 sfFor planting areas greater than eight feet with soil compaction greaterthan 85% of Standard Proctor Method. See detail and specifications forfurther information.Certified Compost: 3" thick layer of compost shall be applied to each 92.03 cyindividual planting area and incorperated into the soil using the radialtrenching method.. Compost shall be certified by the U.S. CompostingCouncil`s STA Program. See specifications for further information.PS-101PS-102REFERENCE_NOTES_SCHEDULE Houston Roundabout @ Santa FeSheet of Date: Scale: Project:Urban Tree Foundation1512 W. Mineral KingAve. Visalia, Ca 93291559-713-0631www.urbantree.orgDrawing DescriptionDate 210022.7.20230feet201" = 10'10304009
\\tysons-mac-mini\urban tree foundation\21\21002 - santa fe roundabout @ houston\Land\CD's\CD_01\21002 - s.dwg07.02.2023bygregmendonsa 1" = 10'Visalia, CAPlanting Soils PlanL-45
6'-0" typ.

MBFBE1"1"112" 13.201"22.331"
Existing equipment to be maintained inplace. Contractor to verify workingorder and operation of system prior tostart of construction.NOTE:Contractor to upgrade all valve boxeswith Fibrelyte FL12T Tamperproofvalve box and lid assembly, orapproved equivalent. Install with lidsflush to adjacent concrete.C Irrigation sleeving under road has beenpreviously installed. Irrigation laterallines have also been stubbed fromirrigation valves to planting area.Contractor to verify viability of existingsleeving prior to start of work.

SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYSalco Irrigation SLV-PST-CV-2 Threaded Drip EmitterThreaded pressure compensating drip emitter with 1/2" (1.27cm)FIPT inlet and Diffuser Cap Outlet and Mulch Camo color. 0.5gph(1.8925lph); 1.0gph (3.785lph); 2.0gph (7.57lph); 4.0gph(15.14lph). See irrigation detail.96 Area to Receive Drip EmittersSalco Emitter by AreaSalco 1/2" threaded pressure compensating drip emitter. Model #SLV-PST-CV-2. See irrigation detail.1,834 s.f.Emitter Notes:2.0 GPH emitters (1 assigned to each 1 gal plant)2.0 GPH emitters (1 assigned to each 5 gal plant)4.0 GPH emitters (2 assigned to each 15 gal plant)SYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYHunter ICV-G 1"1", 1-1/2", 2", and 3" Plastic Electric Remote Control Valves,Globe Configuration, with NPT Threaded Inlet/Outlet, forCommercial/Municipal Use.2 LASCO Fittings TUBV-SC1", 1-1/2", 2", and 3" Plastic Full Block True Union Ball Valve.Shut Off/Isolation Valve to Eliminate Water Hammer. Install samesize as mainline. See irrigation detail.2 Watts Water Hammer ArrestorWatts 1" lead free water hammer arrestor model # LF15M2-FInstall per manufacturer`s specifications and recommendations.See irrigation detail.1 Zurn 375 XLB 1"Reduced Pressure Principle Assembly. 1" Install permanufacturer`s specifications and recommendations. Seeirrigation detail.1 Hunter NODE-BT-2002-Station Bluetooth Controller, Outdoor, Battery Powered.1 Baseline BL-BHM150-NO 1-1/2"Baseline 1-1/2" Metal Hydrometer with with Integrated Flow andMaster Valve Decoder, Normally Open, Male Threaded. Install permanufacturer`s specifications and recommendations. Seeirrigation detail.1 Strong Box SBBC-30CRLow profile, tube and wire construction smooth touch surface, coldrolled steel, backflow enclosure. 31.5"L, 28"H, 17.75"W (80.01cmL, 71.12cm H, 45.085cm W). See irrigation detail.1 Water Meter 1"1 Irrigation Lateral Line: PVC Class 200 SDR 21 (Shrubs) 1"See irrigation detail.419.3 l.f.Irrigation Lateral Line: PVC Class 200 SDR 21 (Trees) 1"See irrigation detail.759.7 l.f.Irrigation Mainline: PVC Schedule 40 (Mainline)See irrigation detial.6.9 l.f.Irrigation Mainline: PVC Schedule 40 (Mainline) 1 1/2"See irrigation detial.63.6 l.f.Pipe Sleeve: PVC Schedule 40Standard pipe sleeve for irrigation pipe. Pipe sleeve shall be twotimes the diameter of pipe being sleeved. Irrigation mainline,lateral lines, and wire shall all be in separate sleeves.86.5 l.f.

BFCBEM

IRRIGATION SCHEDULE
Notes:1- The system indicated on the drawing is diagrammatic. All equipment shown in paved areas is diagrammatic. All equipmentshall be located in planting areas. Avoid any conflicts between the irrigation system, planting, or architectural features.2- All quantities and amounts shown on the plans are best estimates for the benefit of the contractor. In field conditions mayvary compared to what is shown on the plans. Therefore, it is the Contractor's responsibility to verify all lengths, squarefootages, and amounts prior to bidding the project.3- Contractor shall verify point of connection and minimum static pressure prior to commencing of work. Any discrepanciesshall be brought to the attention of the Owner and Landscape Architect prior to starting work.4- All irrigation wire shall be installed in Sch. 40 electrical conduit unless otherwise noted. Contractor to bid the projectassuming the use of electrical conduit. If electrical conduit is not used the contractor shall submit the credit back to the owner.5- All connections on mainline pipes larger than four inches (4") in size shall be made using steel fittings. All connections off ofthe irrigation mainline to irrigation valves shall be made using saddles. Install per manufacturer's specifications andrecommendations.6- Certificate of Installation shall be required for the irrigation controller system. It is the responsibility of the Contractor tocoordinate inspections with the irrigation controller service provider.7- Irrigation plans were designed in accordance with CA AB 1881; the Model Water Efficient Landscape Ordinance. It is theresponsibility of the Irrigation Contractor to adhere to that ordinance. Any portion of the irrigation systems installation thatcomes into conflict with the state ordinance shall be immediately brought to the attention of the Owner and LandscapeArchitect. In the event that notification does not occur, the Irrigation Contractor assumes any and all responsibility for changesto the work which must be done in order to meet compliance.

Irrigation PlanL-56
Houston Roundabout @ Santa FeSheet of Date: Scale: Project:Urban Tree Foundation1512 W. Mineral KingAve. Visalia, Ca 93291559-713-0631www.urbantree.orgDrawing DescriptionDate 210022.7.20230feet201" = 10'10304009
\\tysons-mac-mini\urban tree foundation\21\21002 - santa fe roundabout @ houston\Land\CD's\CD_01\21002 - i.dwg07.02.2023bygregmendonsa 1" = 10'Visalia, CA
Houston Roundabout @ Santa FeSheet of Date: Scale: Project:Urban Tree Foundation1512 W. Mineral KingAve. Visalia, Ca 93291559-713-0631www.urbantree.orgDrawing DescriptionDate 210022.7.202309
\\tysons-mac-mini\urban tree foundation\21\21002 - santa fe roundabout @ houston\Land\CD's\CD_01\21002 - id.dwg07.02.2023bygregmendonsa 1" = 10'Visalia, CAIrrigation DetailsL-67

1. Existing utilities- information on the drawings relating to existing utility lines and servicesfrom the best sources available. All such information is furnished only for information and isnot guaranteed. The Contractor shall excavate test pits as required to determine the exactlocation of existing utilities.Call utility locating service for precise utility locations before beginning of any work. UnderGround Services Alert (800) 227 - 2600.2. Utility Requirements- The Contractor shall notify the following agencies at least 48 hours inadvance of excavating around any of their structures. The utility companies listed below shallbe contacted.- Gas Company- Telephone Company- Electrical Power Company- Cable Television Company- Water Supply CompanyThe California Public Utilities Commission mandates that in, in the interest of public safety,main line gas valves be maintained in a manner to be readily accessible and in goodoperating condition. The Contractor shall notify the gas company's headquarters planningoffice 48 hours prior to the start of construction.3. Contractor shall be responsible for making himself familiar with all underground utilities,pipes, and structures. Contractor shall take sole responsibility for any cost incurred due todamage of said utilities.4. Irrigation piping and related equipment are drawn diagrammatically. Scaled dimensions areapproximate only. Before proceeding with work, carefully check and verify dimensions andimmediately notify the Owner's Representative of discrepancies between the drawings orspecifications and the actual conditions. Although sites and locations of plants and or irrigationequipment are drawn to scale wherever possible, it is not within the scope of the drawings toshow all necessary offsets, obstructions, or site conditions. The Contractor shall beresponsible to install the work in such a manner that it will be in conformance to siteconditions, complete, and in good working order.5. The Contractor shall obtain and pay for all permits related to this section of the work unlesspreviously excluded under provision of the contract or general conditions. The Contractorshall comply with all laws and ordinances bearing on the operation of conduct of the work asdrawn and specified. If the contractor observes that a conflict exist between permitrequirements and the work outlined in the contract documents, the Contractor shall promptlynotify the Owner's Representative in writing including a description of any necessary changesand changes to the contract price resulting from changes in the work.6. Wherever references are made to standards or coded in accordance with which works is tobe performed or tested, the edition or revision of the standards and codes current on theeffective date of this contract shall apply, unless expressly set forth.7. In case of conflict among any referenced standards or codes or between any referencedstandards and codes and the specifications, the more restrictive standard shall apply orOwner's Representative shall determine which shall govern.8. Comply with the requirements for the California code of Regulation title 23 waters, division2 department of water resources chapter 2.7 model water efficient landscape ordinance,492.3 water efficient landscape worksheet, 492.7 irrigation design plan and irrigationscheduling.a. Where the requirements of specification section Irrigation are more stringent thanthe California code, the more stringent requirements shall prevail.9. The Contractor shall adequately protect the work, adjacent property, and the public, andshall be responsible for any damages or injury due to the Contractor's actions.10. The Contractor shall be responsible for any coordination with subcontractors as requiringto accomplish the irrigation installation operations.11. It is the responsibility of the Contractor to be aware of all surface and sub - surfaceconditions, and to notify the Owner's Representative, in writing, of any circumstances thatwould negatively impact the installation of the work. Do not proceed with work untilunsatisfactory conditions have been corrected.12. Before final acceptance of work, the Contractor shall provide a record set of drawingshowing the irrigation system works as built. The drawings shall be transmitted to the Owner'sRepresentative in paper format and as a pdf file of each document on compact disk or flashdrive. The drawing shall include all of the information on the original document and revised toreflect all changes in the work. See specification section Irrigation for further information.13. Contractor shall prepare and deliver to the Owner's Representative within ten calendardays prior to completion of construction, two 3 - ring binders, of Operation & Maintenancemanuals. See specification section Irrigation for further information.14. Existing trees shall be protected and cared for as required in the details andspecifications.15. The Owner's Representative shall be informed of the progress of the work so the workmay be observed at the following key times in the construction process. The Owner'sRepresentative shall be afforded sufficient time to schedule visit to the site. Failure of theOwner's Representative to make field observations shall not relive the Contractor frommeeting all the requirements in the plans, details and specifications.a. Pre - Construction meeting.b. Trenching and sleeving review.c. Pressure mainline test.d. Adjustment and coverage test.e. Pre - maintenance observation.f. Final site observation and acceptance.16. If the work fails to pass inspection, any subsequent inspections must be rescheduled asrequired in the specifications. The cost to the Owner for additional inspections will be chargedto the Contractor at the prevailing hourly rate of the inspector.17. Contractor shall include in the bid continued maintenance (warranty) period of 1 year aftercompletion of construction and acceptance of the project by the Owner's Representative.18. Pipe sizes shall conform to those shown on the plans with no smaller substitutions. Largersize pipe substitutions may be approved.19. After completion and prior to the installation of any terminal fittings, the entire pipelinesystem shall be thoroughly flushed to remove dirt, debris, and other material.20. The irrigation design is based on a minimum operating pressure of 40 PSI and amaximum demand of 1 GPM on valve #1 for the point of connection. The Contractor shallverify water pressure prior to installation. Any difference between the pressure indicated onthe plans and that at the actual point of connection shall be brought to the attention of theOwner's Representative immediately.21. A 120 volt electrical power outlet at the irrigation controller location shall be provided bythe Contractor. It shall be the responsibility of the Contractor to make the final hook up fromthe electrical outlet to the irrigation controller.22. Irrigation between the hours of 10:00 pm and 6:00 am only. Watering outside this timeframe must be done manually with qualified supervisory personnel on-site. No system shall beleft unattended during use outside the normal schedule.23.The irrigation plans have designed in accordance with the state model water efficientlandscape ordinance (MWELO). It is the Contractors responsibility to adhere to therequirements and regulations of that ordinance during the installation of the landscape designplan. During the installation of the irrigation design plans, any portion which comes intoconflict with MWELO shall be brought to the attention of the Owner/Owner's Representative.In the event that notification does not take place, the Contractor assumes responsibility for allnecessary changes and work in order to meet compliance.

GENERAL IRRIGATION NOTESBackflowprevention device.(See theirrigation plans for make and model).Install the device per the local waterpurveyor's standards and specifications. 4"Galvanized union.Brass ball valve.Threaded galvanizednipple.Galvanized ninetydegree (90°) elbow.Wrap 20 mil tapetwice around allgalvanized pipe underfinished grade andthrough the concrete. 12" min.or per localcodes.Galvanized nipple.4" thick concrete pad, 1" above finishedgrade. See backflow cage detail.

Concrete thrustblocks required onbackflow devices 2.5"and larger.Galvanized coupling.Galvanized nipple.

Note:1- Install per the City of Clovis standard details and specifications. See detail W-192- All assembly parts (threaded nipples, fittings, etc.) shall be galvanized or brass per local codes and requirements.3- Galvanized nipple shall extend 12" past the edge of the concrete footing.4- Sch. 80 PVC male adapter shall be used in connection from galvanize to the mainline.5- Backflow prevention device shall be located as close as possible to the landscape meter.6- Backflow prevention device shall be located in planting area unless approved by Owner's Representative.7- See detail for backflow cage installation.8- All backflow prevention devices shall have freeze blanket included upon installation.9- All galvanized connections shall to be made using pipe thread sealant. All Sch. 80 PVC to galvanized connections to be made using teflon tape.

Sch. 80 PVC maleadapter.Flow
BACKFLOW PREVENTION DEVICE1P-OP-21002-15
FLOW
Notes:1- Install backflow cage per manufacturer's specifications and recommendations.2- See backflow prevention device detail for reference.2- Lock box shall be located above concrete footing3- Contractor shall provide a lock as approved by the Owner's Representative.

Backflow prevention device. (See irrigationlegend for make and model).Backflow cage. (See irrigation legend formake and model).Lock box.Finished grade.4" thick concretefooting 1" abovefinished grade.3" typ.6" typ.Backflow cage.4" thickconcrete footing.Backflow cage.Concrete footing.PLAN VIEWEND VIEW

SECTION VIEW
BACKFLOW CAGE2P-OP-21002-14Threaded ball valve. (Seeirrigation legend for make and model).Sch. 80 PVC male adapter.Finished grade.

Notes:1- Locate valve boxes in planting areas.2- Wrap valve box with a minimum of 3 mil thick plastic and secure it using duct tape or electrical tape.3- All threaded connection to be made using teflon tape.4- All changes in elevation shall be made using Sch. 40 PVC 45° elbows. 6" min12" max.Sch. 40 PVC 45° elbow.Four (4) 4" x 8" bricks.

Pavement.

Sch. 80 PVC union SxS.Sch. 80 PVC nipple TxS.Mainline.38" welded wire mesh.

Rectangular valve box withlocking lid.

BALL VALVE 3" OR SMALLER
Three inch (3") layerof pea gravel.
3P-RE-MUL-15006-17
NOTES:1- See irrigation legend for mainline and lateral line pipe size and type.2- Direct burial control wires shall be installed in Sch. 40 PVC electrical conduit if required.3- 2-wire irrigation wire shall be installed in 1-1/2" Sch. 40 PVC electrical conduit.4- Detectable locator tape shall be located six inches (6") above the entire mainline run.Direct burial low voltagecontrol wires.

Pavement.24" min.1'-0"In planting area
1'-6" in planting area3'-0" underneath pavementNon-pressurized line (lateral line).Detectable locator tape.Pressurized line (mainline). 6"
Finished grade.

IRRIGATION TRENCHING5P-OP-21002-16Pavement.Base rock.
3'-0"
Notes:1- See irrigation legend for mainline size and type.2- All sleeves shall be Sch. 40 PVC pipe.3- All sleeves shall extend 12" beyond the edge of pavement.4- End of sleeves shall be located with a wooden stake or PVC pipe. Locators shall run continuously from the end of the sleeve to finished grade.

Clean backfill, 95% relative compactionunder paving or per civil engineer's plans.Control wires, sleeve under paving. Installadjacent to pressurized mainline. Bundleshall be no more than 50% of pipe diameter.Mainline, sleeve under paving to be twotimes the diameter of the pressurizedmainline pipe.Non-pressurized line, sleeve under paving tobe two times the diameter of the lateral line.

PIPE AT PAVEMENT6P-OP-21002-17
1'-0"1'-0"1'-0"1'-0"
BV
ICV
SA
QCV
GR
Jumbo rectangularvalve box(22" x 16" x 12")Standardrectangularvalve box(18" x 12" x 12") 1'- 0"Typ.Water typeControllerDesignationBox sizeLid Color # 1# 2# 3# 4# 5
Identification GuidePWPWPWPWPWPWPWPWPWPWPWPWPW

AAAAAAAAAAAAA

MVFSHMBVBVGVARVQCVRCVMSGRSBFC
# 2# 2# 2# 2# 1# 2# 2# 4# 2# 2# 5# 4# 2
GrayGrayGrayGrayGrayGrayGrayGreenGrayGrayGreenGreenGray Master valveFlow sensorHydrometerBall valve 3" or lessBall valve 4" or moreGate valveAir release valveQuick coupler valveRemote control valveMoisture sensorGrounding rodSplice boxFuture connection EXAMPLEPotable water system on Controller 'A', Remote control valvestation # 3.

PLAN VIEWPavement,wall, orbuilding.

Notes:1- Valve box # 1 shall be Fibrelyte FL30, with FL30T lid. Valve box # 2 thru # 3 shall be Fibrelyte FL12 box with FL12T lid2- Valve box # 1 thru # 4 shall have Oldcastle Vandel Resistant Bolts, stainless steel locking hardware.3- Valve boxes shall be labeled by hot iron branding or aluminumasphaltic base water proof paint.4- Locate valve assemblies in planting area.5- Valve locations shall be approved by the Owner's Representativeprior to installation.6- Valve boxes shall be centered above valve assemblies tofacilitate access and maintenance.7- Valve boxes shall be flush with finished grade.8- Valve boxes shall be set parallel to each other and perpendicularto the edge of pavement.9- See other irrigation details for further information.

Standardrectangularvalve box(18" x 12" x 24")Circularvalve box(10" D)Circularvalve box(6" D) PWASA# 3GraySurge ArrestorVALVE BOX LAYOUT - COV TRAILS4I-MI-12 Houston Roundabout @ Santa FeSheet of Date: Scale: Project:Urban Tree Foundation1512 W. Mineral KingAve. Visalia, Ca 93291559-713-0631www.urbantree.orgDrawing DescriptionDate 210022.7.202309
\\tysons-mac-mini\urban tree foundation\21\21002 - santa fe roundabout @ houston\Land\CD's\CD_01\21002 - id.dwg07.02.2023bygregmendonsa 1" = 10'Visalia, CAIrrigation DetailsL-67
FLOWNotes:1- Flow sensor shall be of make and model as recommended by the controller manufacturer.2- Flow sensor wire shall be per manufacturer's specifications.3- Master valve wire shall be direct burial 14 AWG wire (or larger). Color: black.4- All wire runs shall be continuous without any splices.5- See master valve detail and flow sensor detail for further information.6- Flow run pipe shall be reduced down one (1) pipe size as indicated.Example3" mainline = 2-1/2" flow run2-1/2" mainline = 2" flow run2" mainline = 1-1/2" flow run 10 x diameter of pipe.5 x diameter of pipe.Mainline pipe fromfrom backflowprevention device.Master valve.Mainline pipe toirrigation system.Sch. 40 PVCcoupling.Sch. 40 PVCreducer.

Flow run.Flow sensor.

MASTER VALVE & FLOW SENSOR LAYOUT1P-OP-21002-23
FLOW
Notes:1- Master valve shall be make and model number as prescribed per the controllermanufacturer's specifications.2- Install master valve per manufacturer's specifications and recommendations.3- Master valve wire shall be 14 AWG or larger. Color: black.4- All wire runs shall be continuous without any splices. Wire connections shall bemade using DBR-Y/6 connectors or approved equal.5- Wrap valve box with min. 3 mil. thick plastic and secure it to the valve boxusing duct tape or electrical tape.6- See master valve/ flow sensor detail for linear dimensions.7- Valve boxes shall be located in planting areas.

Rectangular valve box withlocking lid.Mainline to flow sensor.Sch. 80 PVC union.Sch. 40 PVC 45 ° elbow.Irrigation mainline. (Seeirrigation legend for sizeand class).Finished grade.

Sch. 80 PVC male adapter.Master valve. (See irrigationlegend for make and model).Three inch (3") thick layer ofpea gravel or approved equal.38" welded wire mesh.

Control wires with twelveinch (12") min. expansioncoil. 6"-8"Four (4) 4" x 8" bricks.

MASTER VALVE2P-OP-21002-21
FlowNotes:1- Flow sensor make and model number shall be per controller manufacturer'sspecifications and recommendations. (See irrigation plans).2- Flow sensor wire shall be per the controller manufacturer's specifications.3- Install flow sensor per manufacturer's specifications and recommendations.4- All wire runs shall be continuous without any splices. Wire connections shall be madeusing DBR/Y-6 connectors or approved equal.5- Valve box shall be wrapped with a min. of three (3) mil thick plastic and secure it tothe valve box using duct tape or electrical tape.6- See master valve/flow sensor detail for linear dimensions.

Rectangular valve box with locking lid.Irrigation valve wires with a twelve inch(12") min. expansion coil.Finished grade.Sch. 40 PVC reducer bushing.Four (4) 4" x 8" bricks.Mainline pipe from mastervalve. (See master valve/flow sensor detail formainline pipe size).

Flow sensor. (See irrigation plans formake and model).Three-eight's inch (38") welded wiremesh.Three inch (3") thick layer of peagravel or approved equal.

Sch. 40 PVC 45° elbow.

FLOW SENSOR 3P-OP-21002-24
24" min.

Note:1- Valve boxes shall be located in planting areas.2- Splices shall only be made at electrical pull boxes.3- Low voltage wires under roadways must be in continuous conduit with 90° Sch. 40 PVC sweeps terminating in pull boxes.4- All wire connections shall be made using DBR/Y-6 connectors or approved equal.5- Valve box shall be wrapped with minimum 3 mil. thick plastic and secure it using duct tape or electrical tape.

Pavement.Circular valvebox with locking lid.Water proof wire connectors.Controller wires with 24" min. expansioncurls.Finished grade.38" welded wire mesh.Four (4) 4" x 8" bricks.Direct burial (low voltage)irrigation controller wires.

SPLICE BOX4P-OP-21002-20MINIMUM BEARING SURFACE AREAPIPE SIZETEE AND PLUG90° BEND45° BEND1-1/2"0.45 FEET ²0.63 FEET ²0.34 FEET ²2"0.69 FEET ²2-1/2"1.0 FEET ²3"1.48 FEET ²4"2.43 FEET ²6"5.25 FEET ² 8"9.08 FEET ²10"14.93 FEET ²0.97 FEET ²1.41 FEET ²2.10 FEET ²3.45 FEET ²7.41 FEET ²12.83 FEET ²21.07 FEET ²0.53 FEET ²0.77 FEET ²1.14 FEET ²1.87 FEET ²4.02 FEET ²6.96 FEET ²11.44 FEET ² Notes:1- Size thrust blocks shall be specified as show in the table above.2- Control wires shall not be encased in concrete.3- All fittings shall be wrapped with polyethylene to prevent concrete from adhering to pipe, fittings or bolts.4- Joints and bolts shall be accessible for repairs.5- Thrust blocks shall be a minimum of 6" thick.6- One 80 lbs. sack of concrete shall cover .6 ft.³ Bearing surface.

Bearing surface.Existing or modified soil. (See specifications forsoil modification).

THRUST BLOCKS5P-OP-21002-18
Note:1- Common wire and controller wire shall be direct burial 14 AWG or larger. Color: Common (white), controller wire for turf (blue), and controller wire for shrubs(red).2- All wire runs shall be continuous without any splices unless approved by the Owner's Representative. See splice box detail. Wire connections shall be madeusing DBR/Y-6 connectors or approved equal.3-Valve box shall be wrapped with min. 3 mil thick plastic and secured using duct tape or electrical tape.4- Mainlines 4" or larger shall use saddles at the connection points to the irrigation valve. (See specifications for irrigations saddles).5- All Sch. 80 PVC to Sch. 40 PVC threaded connections shall be made using teflon tape.6- Valve boxes shall be located in planting areas.

Rectangular valvebox with locking lid.Remote control irrigation valve. (Seeirrigation plans for size and model).Controller wires with 12" min. expansioncurls.Finished grade.

Common wires.Four (4) 4" x 8" bricks.Sch. 80 PVC male adapter.Sch. 80 PVC tru-unionball valve.Sch. 40 PVC 90° elbow.38" welded wire mesh.Sch. 40 PVC pipe.Sch. 40 or 80 PVC tee or elbow. (Seeirrigation plan mainline size and type).

Plastic tag with valve station number ID.

Valve wire.Sch. 80 PVC male union.Mainline. (See irrigation plans for size and type).

Pavement.24" min.4"- 8"

REMOTE CONTROL VALVE
Three inch (3") thick layer of pea gravel.
6P-OP-21002-22
1" BASKET DRIP FILTER/PRESSURE REGULATOR
Round lockingvalve box.Finished grade.1" Basket filter/pressureregulator. See irrigationlegend for make andmodel #.1" Sch. 80 threadedunion.1" Sch. 80 maleadapter.Lateral line pipeto the remote controlirrigation valve.See irrigation plans forpipe size.4" x 8" bricks.14" stainless steel mesh. Three inch thick(3") pea gravel.Notes:1- Contractor shall threaded fittings with no more than two (2) wraps of teflon tape or monster tape.2- Prior to the installation of the drip filter/pressure regulator, the Contractor shall flush the lines a minimum of two (2) times to remove all glue, tapeand/or debris from the mainline and lateral lines.3- After the installation of the drip filter/pressure regulator, the Contractor shall cap all lateral lines downstream of the filter and pressurize the irrigationsystem and verify there are no leaks or breaks. 3" - 4" typ.
7P-OP-21002-13
18" min.PLAN VIEW

SECTION VIEW
Pressure compensating bubbler shall beset 1" above finished grade. (Seeirrigation legend for make and model).Hunter 12" x 12" swing joint.Finished grade.Sch. 40 PVC 90° elbow slip to thread.Lateral line irrigation. (See irrigationplans for sizing).

Sch. 40 PVC 90° elbow slip to thread.Sch. 40 PVC Tee or 90° elbow.Edge of root ball.Existing or modified soil. (Seespecifications for soil modification).Lateral line irrigation. (See irrigationplans for sizing).Notes:1- All irrigation fittings shall be Sch. 40 PVCunless specified otherwise.2- All threaded connections from Sch. 40 toSch. 80 PVC shall be made using teflontape.3- Contractor shall settle the area around thebubbler and edge of the root ball so thatall irrigation flows through the root ball.

Edge of root ball. Settle backfill so thatirrigation flows through the root ball.

Swing joint. See detail.

BUBBLER ON ROOT BALL LAYOUTP-OP-21002-108
Notes:1- All irrigation fittings shall be Sch. 40 PVC unless specified otherwise.2- All threaded connection from Sch. 40 to Sch. 80 PVC shall be made using teflon tape.3- Contractor shall settle soil around the bubbler and swing joint prior after installation.

Pressure compensating bubbler shallbe one inch (1") above finished grade.(See irrigation legend for make andmodel number).

Swing joint. See detail.Finished grade.

Sch. 40 PVC tee or elbow.Lateral line. (See irrigation plans forclass and size).BUBBLER ON SWING JOINT9P-OP-21002-11 6'-0" typ.

SHRUBSBOTANICAL NAMECOMMON NAMESIZETYPEWUCOLSCA NATIVEQTY Agave franzosiniiNCN15 galEvergreenVery LowNo6 Agave parryi `Truncata`Parry`s Agave5 galEvergreenVery LowNo14 Agave x `Blue Glow`Blue Glow Agave5 galEvergreenVery LowNo11 Aloe marlothiiMountain Aloe15 galEvergreenVery LowNo8 Aloe salm-dyckianaNCN5 galEvergreenVery LowNo12 Arctostaphylos x `Pacific Mist`Pacific Mist Manzanita5 galEvergreenVery LowYes40 Caesalpinia mexicanaMexican Bird of Paradise5 galDeciduousVery LowNo8 Dasylirion wheeleriGrey Desert Spoon15 galEvergreenVery LowNo5 Muhlenbergia dubiaPine Muhly1 galEvergreenLowNo39 Salvia Leucantha 'Santa Barbara'Santa Barbara Sage1 galEvergreenLowNo28

PLANT SCHEDULE
Notes:1- Graphic symbols take precedence over written quantities. Contractor to verify total quantities.2- Plant quality shall be as prescribed in the details and specifications. Any plant not meeting such requirementshall be removed from the site and replaced at no cost to the Owner or Landscape Architect.3- All quantities and amounts shown on the plans are best estimates for the benefit of the Contractor. In fieldconditions may vary compared to what is shown on the plans. Therefore, it is the Contractor 's responsibility toverify all lengths, square footages, and amounts prior to bidding the project.

1. Existing utilities- information on the drawings relating to existing utility lines and services from the best sources available. All such information is furnished only for information and is not guaranteed. TheContractor shall excavate test pits as required to determine the exact location of existing utilities.Call utility locating service for precise utility locations before beginning of any work. Under Ground Services Alert 800. 227. 2600.2. Utility Requirements- The Contractor shall notify the following agencies at least 48 hours in advance of excavating around any of their structures. The utility companies listed below shall be contacted.- Gas Company- Telephone Company- Electrical Power Company- Cable Television Company- Water Supply CompanyThe California Public Utilities Commission mandates that in, in the interest of public safety, main line gas valves be maintained in a manner to be readily accessible and in good operating condition. The Contractorshall notify the gas company's headquarters planning office 48 hours prior to the start of construction.3. Contractor shall be responsible for making himself familiar with all underground utilities, pipes, and structures. Contractor shall take sole responsibility for any cost incurred due to damage of said utilities.4. All scaled dimensions on the drawings are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall immediately inform the Owner'sRepresentative of any discrepancies between the information on the drawings and the actual conditions refraining from doing any work in said areas until given approval to do so by the Owner's Representative.5. The Contractor shall obtain and pay for all permits related to this section of the work unless previously excluded under provision of the contract or general conditions. The Contractor shall comply with all laws andordinances bearing on the operation of conduct of the work as drawn and specified. If the contractor observes that a conflict exist between permit requirements and the work outlined in the contract documents, theContractor shall promptly notify the Owner's Representative in writing including a description of any necessary changes and changes to the contract price resulting from changes in the work.6. Wherever references are made to standards or coded in accordance with which works is to be performed or tested, the edition or revision of the standards and codes current on the effective date of this contractshall apply, unless expressly set forth.7. In case of conflict among any referenced standards or codes or between any referenced standards and codes and the specifications, the more restrictive standard shall apply or Owner's Representative shalldetermine which shall govern.8. The Contractor shall adequately protect the work, adjacent property, and the public, and shall be responsible for any damages or injury due to the Contractor's actions.9. The Contractor shall be responsible for any coordination with subcontractors as requiring to accomplish the planting operations.10. Contractor shall be aware of all surface and subsurface conditions, and to notify the Owner's Representative, in writing of any circumstances that would negatively impact the health of plantings. Contractor shallnot proceed with work until corrected.a. Should subsurface drainage or soil conditions be encountered which would be detrimental to growth or survival of plant material, the Contractor shall notify the Owner's Representativein writing, stating the conditions and submit a proposal covering the cost of corrections. If the contractor fails to notify the Owner's Representative of such conditions, he/she shall remainresponsible for the plant material under the warrantee clause of the specifications.11. Irrigation and site preparation work shall be completed and accepted prior to the installation of any plants.a. Planting operations shall not begin until such time that the irrigation system is completely operational for the areas to be planted, and the irrigation system for that area has been preliminarily inspected andapproved by the Owner's Representative.12. The Owner's Representative shall be informed of the progress of the work so the work may be observed at the following key times in the construction process. The Owner's Representative shall be affordedsufficient time to schedule visit to the site. Failure of the Owner's Representative to make field observations shall not relive the Contractor from meeting all the requirements in the plans, details and specifications.a. Pre - Construction meeting.b. Site conditions prior to the start of planting.c. Plant quality.d. Completion of planting.13. If the work fails to pass inspection, any subsequent inspections must be rescheduled as required in the specifications. The cost to the Owner for additional inspections will be charged to the Contractor at theprevailing hourly rate of the inspector.14. Contractor shall include in the bid continued maintenance (warranty) period of 01 year after completion of construction and acceptance of the project by the Owner's Representative.15. Submit to the Owner's representative, for approval, plant sources including the names and locations of nurseries proposed as sources of acceptable plants, and a list of the plants they will provide. The plant listshall include the botanical and common name and the size at the time of selection. Inspect all nursery materials to determine that the materials meet the requirements of the specification.16. Plant grower certificates: Submit plant growers certificates for all plants indicating that each plant meets the requirements of the specifications and details, including, the requirements tree quality, to the Owner'sRepresentative for approval. Provide submittal eight weeks before the installation of plants.17. Any plant replacements shall be of the same type and quality as prescribed in these plans, details and specifications.18. Mulch shall be 3/8" California Gold Rock Mulch available from West Coast Sand & Gravel. 19. The landscape plans have designed in accordance with the state model water efficient landscape ordinance (MWELO). It is the Contractors responsibility to adhere to the requirements and regulations of thatordinance during the installation of the landscape design plan. During the installation of the landscape design plan, any portion which comes into conflict with MWELO shall be brought to the attention of theOwner/Owner's Representative. In the even that notification does not take place, the Contractor assumes responsibility for all necessary changes and work in order to meet compliance.

GENERAL PLANTING NOTES

Visalia City CouncilMay 1, 2023

Visalia City Council
May 1, 2023