Murrieta City Council
May 20, 2025

ADARRRISERROOMELEC.ROOM

CUSTOMERLOBBY

ASPHALT PAVING

ASPHALT PAVINGCONCRETE
CONC.

GRASS
9 SPACES
9 SPACES BIKE RACK

BRICKCONCRETE
4 SPACES1 SPACE
9 "EXTENDED" SPACES
9 "EXTENDED" SPACES

CONCRETE
"NO PARKING""BIKE LANE"SIGN"TOWED VEHICLES""CLAIM" SIGN27'-11"

WATER BACK FLOWREPEATER
29'-1"

5.0' WROUGHTIRON FENCEVARIABLE HT.BLOCK WALL
VARIABLE HT.BLOCK WALL
VARIABLE HT.BLOCK WALL
8 "EXTENDED" SPACES

GATEMOTOR
"NO PARKING""BIKE LANE"SIGN
"NO PARKING""BIKE LANE"SIGN
"RIGHT LANE""MUST TURN"ROAD SIGN
"NO PARKING""BIKE LANE"SIGN

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK
3 SPACES

CONCRETE PAVING

ASPHALT PAVING

ASPHALT PAVING

ASPHALT PAVINGASPHALT PAVING
ASPHALT PAVING VARIABLE HT.BLOCK WALL
VARIABLE HT.BLOCK WALL
VARIABLE HT.BLOCK WALL12'-10"0'-10"12'-9"9'-2"
11'-2"1'-0"9'-8"
ELEC.VAULTDUMPSTER AREAW/SCREEN WALL

PLANTER

PLANTERCONCRETE WALK

CONCRETE WALKPLANTER

PLANTER

CONCRETE WALK

CONCRETE WALK
28'-1"PLANTER

PLANTER

PLANTER

PLANTER

PLANTERPLANTERCONCRETE WALK

CONCRETE WALK
TILE

4.0' BLOCK WALL
0'-6"
0'-6"
143' X 5.0' WROUGHTIRON FENCE TOREMAIN

PLANTER
(E) DUMPSTER AREAW/6.0' BLOCKSCREEN WALL

CONCRETE LOADING PLATFORM

GRAVEL PLANTER

GRAVEL PLANTERCANOPY
35'-9"9'-6"
9'-11"34'-8"
38'-6"
40'-0"
0'-6"2'-1"
59'-8"
39'-9"
129'-9" 39'-10"
GRAVEL
GRAVEL
GRAVEL

ASPHALT PAVING

ASPHALT PAVING

ASPHALT PAVING

ASPHALT PAVING

ASPHALT PAVING

CONCRETE WALK

CONCRETE WALK
CONC.

CANOPY
63'-8"
103'-8"152'-3"
FND. 1" PIPEW/"LS 3821"CAP
FND. 1" PIPEW/"LS 3821"CAP
FND. 1" PIPEW/"LS 3821"CAP
(TO BE SET)
SET 1/2" I.P.W/"LS 8541" CAP
SET 1/2" I.P.W/"LS 8541" CAP
SET 1/2" I.P.W/"LS 8541" CAP
SET 1/2" I.P.W/"LS 8541" CAP
FND. 2" PIPEW/"LS 6896" TAG
FND. 2" PIPEW/"LS 6896" TAG(O/S: 5.0')
FND. 3" BRASS CAPIN CITY MON. WELL(IN LIEU OF 1" I.P.)(W/"LS 3698" TAG")(PER PM 25/82) 55'-0"
S 47°47'54" W
136.95'
S 47°47'54" W
105.00'N 42°07'40" W
199.00'
N 47°47'54" E
241.75'S 42°11'03" E
199.00'
105.00'
136.75'
PARCEL 4(P.M. NO. 7654)(TITLE PARCEL 3)*PARCELS 3 & 4TO BE MERGED PARCEL 3(P.M. NO. 7654)*PARCELS 3 & 4TO BE MERGED
PARCEL B-(P.M. NO. 7654)
PARCEL 2(P.M. NO. 7654)
PARCEL 1(P.M. NO. 7654)50'-0"
N 47°47'54" E
180.00'
PARCEL A-(P.M. NO. 7654)
P.O.C.

AS-SURVEYED DESCRIPTION& TITLE DESCRIPTION
(265' - R)
(SOUTHEASTERLY -R)S 42°07'40" E
254.00'
(SOUTHEASTERLY -R)
(250' - R)
S 47°47'54" W
573.25'
(NORTHWESTERLY - R)
(BASIS OF BEARINGS)(630' - R)
S 42°13'33" E
261.00'(NORTHWESTERLY - R)
(250' - R)
(SOUTHWESTERLY - R)
(630' - R)P.O.B.PARCEL 1TITLE DESCRIPTION
(SOUTHWESTERLY - R)
PARCEL 1(PORTION OF LOT 91)
P.O.B.PARCEL 2TITLE DESCRIPTION
FND. 1" I.P. W/"LS 6153"CAPIN CITY MON. WELL(PER CR 10-1822)(@ INT. OF MADISON AVE. &)(IVY ST. aka LOS ALAMOS RD.) N 47°47'54" E
1318.45'

ASPHALT PAVINGASPHALT PAVING

ASPHALT PAVING

ASPHALT PAVING
(S 47°45' W - R)(690' - R)
(S 42°15' E -R)
(254' - R)
(630' - R)
(S 47°45' W - R)
N 47°47'54" E
156.50'
(11'-R)(N 47°45' E - R)
(11'-R)
PARCEL 2TO REMAIN UNMERGED
N 42°08'30" W6.60'
N 42°08'30" W35.85'
159.40'
R:788.00'L:108.00'D:7°51'06"ChD:107.90'ChB:N 38°12'57" W R:812.00'L:111.25'D:7°51'06"ChD:111.20'ChB:N 38°12'57" WN 47°47'54" E

70.60'P.O.B.AS-SURVEYEDDESCRIPTION
5 SPACES
APN: 949-220-047ROY PAUL PHILLIPS
APN: 949-220-031JAMES L. HUNTER
APN: 949-220-032JAMES L. HUNTER
APN: 949-220-072MURRIETA SPECTRUM
APN: 949-224-021SUDWEEKS DEV.

EXISTING BUILDING 'A'

NOT A PART

NOT A PART
25' STREET SETBACK10' SIDE YARD SETBACK
10' SIDE YARD SETBACK
6 CONCRETELOADING DOCK
EXTG BUILDING 'B'TWO STORY24,495 S.F. FOOTPRINT40,182 GFA W/OUT PH 2

COVERED DOCK
FF=1105.33
FF=1105.33

REUSEAREA
COMM.RM

ADAUNISEX

FIRERISER
EXTG12'x10' OHD

EXTGDOOR
9'-0"TYP.
31'-10" 8'-0"12'-0"
0' INTERIOR SIDE SETBACK AT PROP. LINE
PARKING & DRIVINGSURFACE TO BE A.C.PAVING
EXISTING U-HAULNOT IN CONSTRUCTIONN.I.C.
187'-7" CENTER TO CENTER OF DRIVEWAY
100'-0" CENTER TO CENTER OF DRIVEWAY
10'-0"
18'-0"TYP.
7'-6"

GRADE LEVELCUSTOMERLOADINGAREA

LOADING RAMPSLOPE DOWN
(E) 5.0' WROUGHTIRON FENCE ONRET. WALL TO BE REMOVEDWITH RET. WALL TO REMAIN 7'-6"
RACK FOR(2) BIKES

NO STAGING OR OUTDOOR STORAGE ON PROPOSED SITE
65'-0" PROPOSEDACCESS (NON-GATED)
5'-0"PED. PATH
PROPOSED6' BLOCK WALLTO REPLACEC.L.FENCE
5'-0"ADDITIONALL/S
5'-0"

EXISTINGFIRE HYDRANT(PROP'D USE ONPROP'D/EXT'GSITES)

EXISTINGFIRE HYDRANT
PROPOSED 1-STORY BUILDING15,579± G.S.F.

EXISITINGBLOCK WALLTO REMAIN
(E) 5' PLANTERAND CURB5'-0"PED. PATH
5'-0"
30'-0"PROP'DNON-GATEDACCESS

NON-GATEDACCESS
143'±x5' W.I. FENCE
24' BLOCKWALL
14'± BLOCKWALL15' W.I. GATE105' BLOCK WALL TO REMAIN
5'-1"
U-Haul of MurrietaMurrieta, CAProposedSite Plan732035JSNH02/16/2023SP1 SITE AERIALSCALE: N.T.S.

PROPOSED SITE PLANSCALE: 1" = 40' - 0"
AREA OF WORKSEE ENLARGED PLANSHEET SP2

SITE DATA
COMMERCIAL ZONES GENERAL DEVELOPMENT STANDARDS REQUIREMENTS Development Feature Required Proposed Minimum Site Area None None Setbacks Street 25-ft. 25-ft.Interior (adjacent to commercially zoned properties) 0 or 10-ft. 20-ft. Abutting East Prop. Line 10-ft. Abutting both North & South Prop. Line Interior (adjacent to residential zoned properties) 20-ft. minimum or equal to building height, whichever is greater N/A Interior (adjacent to a freeway) 25-ft. minimum N/AMaximum Building Height 50-ft. 50-ft. Minimum On-Site Landscaping 20 percent (Req. 9,625-SF.) 20 percent (Provided 9,820-SF.)(APN 949-220-013-6 & APN 949-220-014-7) Lot Coverage Approx. 80 percent Approx. 80 percent SELF-STORAGE PARKING REQUIREMENTS Required Provided 4 Spaces for the manager's office, plus 1 additional space if anon-site residential unit is provided.0 spaces (project does not incorporate a manager's office or6 spaces in total ADA 1 stall required per 1-25 total parking spaces 1 space Clean Air/Van Pool/EV Vehicle 1 stall required per 10-25 total parking spaces 0 spaces EVCS Vehicle 1 stall required per 10-25 total parking spaces 0 spaces an on-site residential units.

NONRESIDENTIAL STRUCTURES MINIMUM STORAGE AREAS REQUIREDRefuse Total Area Proposed10001-25,000 SF128 SF48 SFRecycling48 SFTotal Area Required96 SFBuilding Floor Area (sq.ft.) Bicycle Parking5% of parking spaces2 bicycles
PROJECT NAME:Project #732035 - abuttingU-Haul Moving & Storage of MurrietaApplicant:Jason Mastrana, Owner's RepresentativeP: (949) 375-5976 Email: [email protected] Owner:Amerco Real Estate Company2727 North Central Avenue, Phoenix, AZ 85004, (602) 263-6502Exhibit Preparers: A. OwnerB. Inland Empire Survey & Engineering, Inc, c/o Alex Paulsen 41146 Elm St, Murrieta, CA 92562, (951) 698-1830C. BMLA, c/o Steve Shirrel 310 N. Joy St. , Corona, CA 92879, (760) 737-1124MUNICIPALITY:City of MurrietaPARCEL SIZE:Parcel 3 - APN - 949-220-013-6 - 20,895 s.f. / 0.48 acresParcel 4 - APN - 949-220-014-7 - 27,233 s.f / 0.63 acresTotal Gross Area/Acreage - 48,128 s.f. / 1.11 acresTotal Net Area/Acreage - 48,128 s.f. / 1.11 acresOverall Dimensions - 199.00' X 241.75'ZONE: CC - Community CommercialOverlay:TOD OverlayADJACENT ZONING:N: CC - Community CommercialE: CC - Community CommercialS: MF-3 - ResidentialW: MF-3 / CC - Residential / Community CommercialEXISTING USES:Vacant LandPERMITTED USES: RetailSelf-Storage facilities - CUPAutomobile & Truck Rental - CUPPROPOSED USE:Self-StorageLOT COVERAGE: Proposed Building - 15,579 s.f. Total Lot Coverage - 15,579 s.f. = 32%PROPOSED BUILDING: BUILDING TYPE: IIB, USE GROUP: S1, FLOORS: 1, Fully Sprinklered, HEIGHT: Varies (50'-0", and 42'-0")

DEVELOPMENT PLAN & CONDITIONAL USE PERMIT
PARCEL 4, AS SHOWN BY PARCEL MAP NO. 7654, IN THE CITY OF MURRIETA, COUNTY OF RIVERSIDE, STATE OFCALIFORNIA, ON FILE IN BOOK 25 PAGE 82 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.APN: 949-220-014-7*PARCELS 3 & 4 TO BE MERGED PROJECT TITLE LEGAL DESCRIPTION:PARCEL 3, AS SHOWN BY PARCEL MAP 7654, IN THE CITY OF MURRIETA, COUNTY OF RIVERSIDE, STATE OFCALIFORNIA, ON FILE IN BOOK 25, PAGE 82 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.APN: 949-220-013-6 ADARRRISERROOMELEC.ROOM

CUSTOMERLOBBY

CONCRETE
CONC.

GATEMOTORCONCRETE WALK
DUMPSTER AREAW/SCREEN WALL0'-6"
143' X 5.0' WROUGHTIRON FENCE TOREMAIN
SET 1/2" I.P.W/"LS 8541" CAP
SET 1/2" I.P.W/"LS 8541" CAP
SET 1/2" I.P.W/"LS 8541" CAP
S 47°47'54" W136.95'S 47°47'54" W105.00'
N 42°07'40" W
199.00'
N 47°47'54" E241.75'
S 42°11'03" E
199.00'
105.00' 136.75'
PARCEL 4(P.M. NO. 7654)(TITLE PARCEL 3)*PARCELS 3 & 4TO BE MERGEDPARCEL 3(P.M. NO. 7654)*PARCELS 3 & 4TO BE MERGED (SOUTHWESTERLY - R)N 47°47'54" EPARCEL 2TO REMAIN UNMERGED159.40' 25' STREET SETBACK
10' SIDE YARD SETBACK
10' SIDE YARD SETBACK
6 9'-0"TYP.
31'-10"
8'-0"12'-0"
0' INTERIOR SIDE SETBACK AT PROP. LINE
PARKING & DRIVINGSURFACE TO BE A.C.PAVING
10'-0"
18'-0"TYP.
7'-6"

GRADE LEVELCUSTOMERLOADINGAREALOADING RAMPSLOPE DOWN
(E) 5.0' WROUGHTIRON FENCE ONRET. WALL TO BE REMOVEDWITH RET. WALL TO REMAIN 7'-6"
RACK FOR(2) BIKES NO STAGING OR OUTDOOR STORAGE ON PROPOSED SITE 65'-0" PROPOSEDACCESS (NON-GATED)
5'-0"PED. PATH
PROPOSED6' BLOCK WALLTO REPLACEC.L.FENCE
5'-0"ADDITIONALL/S
5'-0"
PROPOSED 1-STORY BUILDING15,579± G.S.F.

EXISITINGBLOCK WALLTO REMAIN (E) 5' PLANTERAND CURB
5'-0"
5'-0"
30'-0"PROP'DNON-GATEDACCESSNON-GATEDACCESS
143'±x5' W.I. FENCE
24' BLOCKWALL
14'± BLOCKWALL
15' W.I. GATE
105' BLOCK WALL TO REMAIN5'-1"A.C. PAVINGCONCRETE PAVINGTRUNCATED DOMES U-Haul of MurrietaMurrieta, CAEnlargedProposed Site Plan732035JSNH02/16/2023SP2ENLARGED PROPOSED SITE PLANSCALE: 1" = 10' - 0" KEY
SEE DETAILS 5-9/SP3
SEE DETAILS1-4/SP3
PATH OF TRAVELTO PARCEL 2/EX. BLG

PARKINGNO

RESERVEDPARKING
MAXIMUMPENALTY$xxx

VANACCESSIBLE
U-Haul of MurrietaMurrieta, CAProposedSite PlanDetails732035JSNH02/16/2023SP3 SCALE: 1/4" =1'-0"2 OVERHEAD WOOD TRELLIS1 PROPOSED CMU TRASH/REC. SCALE: 3/4" =1'-0"3 OVERHEAD WOOD TRELLIS4 OVERHEAD WOOD TRELLISSCALE: 3/4" =1'-0"SCALE: 1/4" =1'-0" 6 ADA RAMPSCALE: 1/4" =1' - 0"8 HANDICAP PARKING SYMBOL ON PAVEMENT5 TYPICAL HANDICAP PARKING 7 ADA PARKING SIGN 9 TRUNCATED DOMES10 BLOCK FENCESCALE: 3/4" =1'-0"
TOTAL BUILDING AREA15,579± S.F.
25' STREET SETBACK
10' SIDE YARD SETBACK
10' SIDE YARD SETBACK
60' INTERIOR SIDE SETBACK AT PROP. LINE
CITY OF MURRIETAKnow what'sbelow.before you dig.Call
R
IESEIE SURVEY &ENGINEERING, INC.41146 ELM STREET, SUITE GMURRIETA, CA 92562T: (951) 698.1830E: [email protected]

TOTAL BUILDING AREA15,579± S.F.

NOT A PART

NOT A PART
6 CITY OF MURRIETA
Know what'sbelow.before you dig.Call
R
IESEIE SURVEY &ENGINEERING, INC.41146 ELM STREET, SUITE GMURRIETA, CA 92562T: (951) 698.1830E: [email protected]

CITY OF MURRIETA
Know what'sbelow.before you dig.Call
R
IESEIE SURVEY &ENGINEERING, INC.41146 ELM STREET, SUITE GMURRIETA, CA 92562T: (951) 698.1830E: [email protected] PROPOSED 1-STORY BUILDING15,579± G.S.F.

EXISTING U-HAUL BUILDINGEXISTINGU-HAULBUILDING

LOS ALAMOS ROAD

JEFFERSON AVE
U-HAUL OF MURRIETA25086 JEFFERSON AVE, MURRIETA, CA 92562© FIRE ACCESS PLAN1

PLAN NOTES

TRUCK PROFILETRUCK PROFILE
NORTH

LEGENDSITE ADDRESS
CITY OF MURRIETAREGISTERED LANDSCAPE ARCHITECTSTATE OF CALIFORNIASIGNATUREEXP. DATEDATE12/31/24RLA# 5062STEVEN L. SHIRREL 2727 N. CENTRAL AVE. 9-NPHOENIX, AZ. 85004PREPARED FOR:
11 CONCEPTUAL LANDSCAPE PLANFORU-HAUL MOVING & STORAGEU-HAUL OF MURRIETAMURRIETA, CA. 92562AMERCO REAL ESTATE / U-HAUL2727 N. CENTRAL AVE. 9-N PHOENIX, AZ. 85004PHONE: (951)588-5776 CONTACT: JASON MASTRIANA ALL AREA OF THE SITE TO BE PRIVATELY MAINTAINEDThe landscape plans shall comply with all applicable codes of the Murrieta Municipal Code - Title 16.28HOLD HARMLESS & INDEMNIFICATION CLAUSEContractor agrees that they shall assume sole responsibility for job site conditions during the course ofconstruction of this project , including safety of all persons and property, that this requirement shallapply continuously and not be limited to normal working hours, and hold the county and the landscapearchitect harmless from any and all liability real or alleged, in connection with the performance of workon this project, excepting for liability arising from the sole negligence of the owner, or the landscapearchitect.AFFIDAVIT OF MAINTENANCE RESPONSIBILITYThe development and/or landscape contractor agrees to guarantee and maintain all landscape areasfor a minimum of 90 days after completed installation and to guarantee on-site trees for a period no lessthan six (6) months and street trees for a period of one year. Landscape areas shall be maintained inoriginal condition as approved on the landscape plans even after the Certificate of Occupancy is issued.

1.The contractor shall notify the Landscape Architect and the City Inspectors a minimum of 48 hours priorto starting construction.2.The design is diagrammatic only. All piping, valves, backflow preventors, wiring, etc. shown withinpaved areas are for design clarification only, and shall be installed in planter areas where ever possible.3.Do not willfully install the irrigation system as shown on these drawings when it is obvious in the fieldthat obstructions, grade differences or differences in area dimensions exist that might not have beenconsidered in the engineering. Such obstructions or differences shall be brought to the attention of theCity's authorized representative. In the event this notification is not performed in writing, the contractorshall assume full responsibility for any revisions necessary.4.It is the responsibility of the contractor to familiarize themselves with all grade differences, locations offixtures, utilities, signs, posts, poles, walls and paving. The contractor shall repair or replace all itemsdamaged by their work. They shall coordinate their work with other contractors (if any) for the locationand installation of pipe sleeves and laterals through walls , under roadways and under paving, etc.5.All irrigation equipment shall be installed as per manufacturer's recommendations and specifications.Refer to specifications for additional information.6.All lateral, mainline piping and control wires under paving shall be installed in separate sleeves.Mainlinesleeve size shall be a minimum of twice (2x) the outside diameter of the pipe to be sleeved. Controlwire sleeves shall be of sufficient size for the required number of wires under paving. Refer to plan.7.All sleeves under roadways shall be schedule 80 (new). Existing sleeves shall remain in place, ifextensions are required the pipe shall be sch. 80. Lateral line sleeves under paving shall be schedule40. All sleeves shall be P.V.C. or as noted on plans.8.Pipe sizes shall conform to those shown on on the plans and details. No substitutions of smaller pipesizes shall be permitted, but substitutions of larger sizes may be approved. All damaged and rejectedpipe shall be removed from the site at the time of said rejection.9.The contractor shall make the final connection from the electrical source to the controller.10.The irrigation system shall be fully automatic. Control valves shall be installed per details.11. All proposed landscape areas are to be converted to drip irrigation, removing and replacing all existingirrigation components as needed to insure the system runs per manufacturer specifications.12. Mainline, valves, irrigation meters, etc., are shown on the street and/or sidewalk for clarification only.Install in planter area throughout the site.13. Adjust all sprinklers for 100% coverage.14. After establishment of all plant material, controllers shall be pro-grammed to irrigate solely during earlymorning.15. The contractor shall adjust the schedule to meet site specific requirements and use the baselineschedule to set the weather based controller. The schedule currently in effect shall be posted in thecontroller.16. No low head drainage allowed.17. The controller shall be operational and set to real-time weather prior to the completion of the 90-daymaintenance period of the installing contractor.

ADAREA DRAINADJADJUSTABLEAGGRAGGREGATEAPPROXAPPROXIMATELYARCHARCHITECTURALASPHASPHALTBFBOTTOM OF FENCEBLDGBUILDINGBLKBLOCKBMBENCHMARKBOTBOTTOMBPBOTTOM OF PILASTERBWBOTTOM OF WALLCBCATCH BASINCLCENTERLINECLKGCAULKINGCLRCLEARCOLCOLUMNCONCCONCRETECONSTRCONSTRUCTIONCONTCONTINUOUSCTRCENTERDETDETAILDFDRINKING FOUNTAINDGDECOMPOSED GRANITEDIADIAMETERDIMDIMENSIONDNDOWNDRDOORDSDOWNSPOUTDWGDRAWINGEEASTEAEACHEJEXPANSION JOINTELELEVATIONELECELECTRICALEQEQUALEXPEXPANSIONEXPOEXPOSEDEXSTEXISTING

FGFINISH GRADEFINFINISHFLFLOORFOWFACE OF WALLFSFINISH SURFACEFSGFINISHED SUB-GRADEFT FOOT OR FEETFTGFOOTINGGBGRADE BREAKGNDGROUNDHBHOSE BIBBHGTHEIGHTHORIZHORIZONTALIDINSIDE DIAMETERJTJOINTLFLINEAR FOOT OR FEETMAXMAXIMUMMCMECHANICALMEMBMEMBRANEMETMETALMFRMANUFACTURERMHMANHOLEMINMINIMUMMISCMISCELLANEOUSNNORTHNGNATURAL GRADENICNOT IN CONTACTNONUMBERNTSNOT TO SCALEOCON CENTERODOUTSIDE DIAMETEROPOPENINGPAPLANTER AREAPOBPOINT OF BEGINNINGPOCPOINT OF CONNECTIONPRCSTPRE-CASTPTPOINTRRISERRADRADIUSRDROOF DRAIN

REFREFERENCEREINFREINFORCEDREQREQUIREDROWRIGHT OF WAYRPREFERENCE POINTRWDREDWOODSSOUTHSCHEDSCHEDULESECTSECTIONSFSQUARE FOOT OR FEETSHTSHEETSPECSPECIFICATIONSQSQUARESSTSTAINLESS STEELSTASTATIONSTDSTANDARDSTLSTEELSTRLSTRUCTURALSYSSYMMETRICALTCTOP OF CURBTFTOP OF FENCETHKTHICKTOCTOP OF CONCRETETPTOP OF PAVEMENTTRTOP OF RAILTRDTREADTWTOP OF WALLTYPTYPICALUNFUNFINISHEDUONUNLESS OTHERWISE NOTEDVERTVERTICALWWESTW/WITHWDWOODWIWROUGHT IRONW/OWITHOUTWPWATERPROOFWTWEIGHT ABBREVIATIONS:IRRIGATION NOTES:

GENERAL NOTES:

TITLE SHEET1 LT-1
MADISON AVE.JEFFERSON AVE.ADAMS AVE.WASHINGTON AVE.MURRIETA HOT SPRINGS RD.KALMIA ST.LOS ALAMOS RD.

PROJECT SITE
SHEET INDEXSheet DescriptionSheet NumberSheet TitleLT-11TITLE SHEETLI-12NEW IRRIGATION PLANLI-23EXISTING IRRIGATION PLANLI-34EXISTING IRRIGATION PLANLID-15IRRIGATION DETAILSLIS-16IRRIGATION SPECIFICATIONSLP-17NEW PLANTING PLANLP-28EXISTING PLANTING ADDITIONSLP-39EXISTING PLANTING ADDITIONSLPD-110PLANTING DETAILSLPS-111PLANTING SPECIFICATIONS 11 SELF-STORAGE4,272±S.F.

LI-1 & LP-1LI-2 & LP-2LI-3 & LP-3
GENERAL PLANTING NOTES1. The contractor must notify the Landscape Architect, (951) 737-1124, 48 hours prior to startingconstruction.2. The contractor shall be responsible for obtaining building permits prior to commencing construction.3. The contractor shall notify the architect if discrepancies exist between existing site conditions andplans.4. All construction shall meet or exceed City standards and guidelines.5. The design shown is diagrammatic, the contractor shall review the site conditions prior to bidding.6. Protect all existing trees and shrubs in place. Existing shrubs shall be trimmed, as directed by theCity Landscape Architect, into natural shapes only. No gas powered hedge tools to be used on anyshrub. Shrubs shall only be trimmed after the blooming season is over.7. Existing trees will require proper trimming by an ISA (International Society of Arboriculture) CertifiedArborist (on staff) tree trimming company.8. Infill bare areas with shrubs as shown. Additional shrubs and trees may be required as directed bythe City Landscape Architect, if any are considered to be in substandard condition.9. Shrubs are kept a minimum of three feet from the doors of the electrical unit or as specified by theutility agency.10. A minimum of 3" layer of bark mulch shall be installed in all shrub areas including existing landscapeexcept where cobble is to be installed.11. All trees and shrubs shall be placed a minimum of 5' from water meter, gas meter, or sewer laterals;a minimum of 10' away from utility poles; and a minimum of 8' away from fire hydrants and firedepartment sprinkler and standpipe connections.SOILS NOTES1.All soil next to curbs and sidewalks shall be graded at one inch to two inches below the finishedsurface.2.A post grading agronomic soils analysis is required. Contractor shall amend the soil in accordancewith the recommendations of the report.3.Soil amendments shall be added to all planting areas with gradients 2:1 and less in accordance withpost grading soil analysis recommendations.ROOT BARRIER NOTES1.Root panels and linear barriers are required for all trees planted within a parkway or within 8-foot ofany walking or drivable surface in accordance with the Landscape and Irrigation Standards Plans andSpecifications.

PLANTING NOTES:VICINITY MAP
INDEX MAPN.T.S.

N.T.S.JEFFERSON AVE.LOS ALAMOS RD.APPLICANT:Jason Mastriana, Owner's Representativephone: (949) 375-5976email: [email protected] OWNER:Amerco Real Estate Company2727 North Central Ave.Phoenix, AZ 85004(602) 263-6502 PROJECT TEAMLANDSCAPE ARCHITECTBMLA Landscape Architecture310 N Joy StreetCorona, CA 92879phone: (951) 737-1124 x116CIVIL ENGINEERInland Empire Survey & Engineering, Inc.41146 Elm St.Murrieta, CA 92562phone: (951) 698-1830 Parcel 3 - APN - 949-220-013-6 20,895 sf / 0.48 acresParcel 4 - APN - 949-220-014-7 27,333 sf / 0.63 acresTotal Gross Area/ Acreage 48,128 sf / 1.11 acresTotal Net Area/ Acreage 48,128 sf / 1.11 acresOverall Dimensions 199.00' x 241.75'Zone: CC - Community CommercialOverlay: Tod OverlayAdjacent Zoning: N: CC - Community Commercial E: CC - Community Commercial S: MF-3 - Residential W: MF-3 / CC - Residential / Community Commercial

SITE DESCRIPTION
TOTAL BUILDING AREA15,579± S.F.

ADARRRISERROOMELEC.ROOMCUSTOMERLOBBY
CONCRETECONC.

GATEMOTOR

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

DUMPSTER AREAW/SCREEN WALL

4.0' BLOCK WALL
0'-6"5.0' WROUGHTIRON FENCE TOREMAINSET 1/2" I.P.W/"LS 8541" CAPSET 1/2" I.P.W/"LS 8541" CAP W/"LS 8541" CAPSET 1/2" I.P.W/"LS 8541" CAP
S 47°47'54" W
136.95'
S 47°47'54" W
105.00'N 42°07'40" W199.00'N 47°47'54" E
241.75'S 42°11'03" E199.00'
105.00'
136.75'
N 47°47'54" E
180.00'
(SOUTHWESTERLY - R)
159.40'APN: 949-220-047ROY PAUL PHILLIPS
25' STREET SETBACK
10' SIDE YARD SETBACK
10' SIDE YARD SETBACK
69'-0"TYP.
31'-10"
8'-0"12'-0"0' INTERIOR SIDE SETBACK AT PROP. LINEPARKING & DRIVINGSURFACE TO BE A.C.PAVING 187'-7" CENTER TO CENTER OF DRIVEWAY
100'-0" CENTER TO CENTER OF DRIVEWAY
10'-0"
18'-0"TYP.7'-0"
GRADE LEVELCUSTOMERLOADINGAREALOADING RAMPSLOPE DOWN6" CMUSPLITFACESCREENWALL.PAINTED TOMATCH BLDG. (E) 5.0' WROUGHTIRON FENCE ONRET. WALL TO BE REMOVEDWITH RET. WALL TO REMAIN 7'-0"RACK FOR(2) BIKES

NO STAGING OR OUTDOOR STORAGE ON PROPOSED SITE
65'-0"PROP'DACCESS5'-0"PED. PATH
PROPOSED6' BLOCK WALLTO REPLACEC.L. 5'-0"
PROPOSED 1-STORY BUILDING15,579± G.S.F.

EXISITINGBLOCK WALLTO REMAIN
(E) 5' PLANTERAND CURB
5'-0"
30'-0"PROP'DNON-GATEDACCESS34"
34"
34"34"
1511"16.621"

15.431"7.1941"

7.7151"11.961"
FFF
FF
POINT OF CONNECTION FOR NEWIRRIGATION. CONTRACTOR TOVERIFY MAINLINE LOCATION, SIZEAND PRESSURE TO ACCOMMODATE5 NEW VALVES.34" 34"
1 112"112"
34" 1"34"34"34"34"34" 7101"LOW
PARKING & DRIVINGSURFACE TO BE A.C.PAVING
1"34"
114" 112"114"34" 34"114"34"114"34"34"34"34"1"112"114"34"34"34" 34"112"3"34"112" 3" 3"3"34" 34"
112"112"34"

REFER TO TITLE SHEET FOR IRRIGATION NOTES
Generated:2023-11-22 10:05P.O.C. NUMBER: 01Water Source Information:FLOW AVAILABLEPoint of Connection Size:1"Flow Available20.24 GPMPRESSURE AVAILABLEStatic Pressure at POC:55 PSIPressure Available:55 PSIDESIGN ANALYSISMaximum Station Flow:14.53 GPMFlow Available at POC:20.24 GPMResidual Flow Available:5.71 GPMCritical Station:6 Design Pressure:30 PSI Friction Loss:5.13 PSI Fittings Loss:0.51 PSI Elevation Loss:0 PSI Loss through Valve:9.51 PSIPressure Req. at Critical Station:45.2 PSILoss for Fittings:0.16 PSILoss for Main Line:1.61 PSILoss for POC to Valve Elevation:0 PSILoss for Backflow:0 PSICritical Station Pressure at POC:46.9 PSIPressure Available:55 PSIResidual Pressure Available:8.07 PSI CRITICAL ANALYSISSYMBOLMANUFACTURER/MODEL/DESCRIPTIONPSIRAIN BIRD 1804-SAM-PRS-1400 FLOOD 1402FLOOD BUBBLER 4.0" POPUP WITH CHECK VALVE ANDPRESSURE REGULATOR30SYMBOLMANUFACTURER/MODEL/DESCRIPTIONRAIN BIRD XCZ-100-PRB-RWIDE FLOW DRIP CONTROL KIT FOR COMMERCIALAPPLICATIONS. PURPLE CAP DESIGNATES FORRECLAIMED WATER, NON-POTABLE USE. 1" PESBR VALVEAND 1" PRESSURE REGULATING 40PSI BASKET FILTER.0.3GPM TO 20GPM.RAIN BIRD MDCFPCAPDRIPLINE FLUSH VALVE PURPLE CAP IN COMPRESSIONFITTING COUPLER. FOR NON-POTABLE WATER USE.RAIN BIRD ARV0501/2" AIR RELIEF VALVE, MADE OF QUALITY RUST-PROOFMATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB 7XBEMITTER BOX). USE WITH INSTALLATION BELOW SOIL.THE VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE,THUS PREVENTING WATER HAMMER OR BLOCKAGE.AREA TO RECEIVE DRIPLINERAIN BIRD XFS-CV-06-18XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH AHEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERSAT 18" O.C. DRIPLINE LATERALS SPACED AT 18" APART,WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN.USE XF INSERT FITTINGS.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONRAIN BIRD PESB-PRS-D1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOWOPERATING CAPABILITY, GLOBE CONFIGURATION. WITHPRESSURE REGULATING MODULE, AND SCRUBBERTECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTYWATER IRRIGATION APPLICATIONS.NELSON 76451" BRASS QUICK COUPLER VALVE WITH ACME THREADSFOR SLOW FLOW CONTROL, WITH LOCKING RUBBERCOVER AND PURPLE CAP WITH RECLAIMED WATERWARNING.EXISTING BUCKNER-SUPERIOR 3200-RW 2"1" BUCKNER-SUPERIOR 3200-RWNORMALLY CLOSED BRASS MASTER VALVE. PURPLECROSS HANDLE FOR RECLAIMED WATER USE.EXISTING FEBCO 825YA 1"REDUCED PRESSURE BACKFLOW PREVENTERRAIN BIRD ESP8LXME WITH (01) ESPLXMSM1220 STATION COMMERCIAL CONTROLLER. MOUNTED ONA PLASTIC WALL MOUNT. WITHOUT FLOW SENSING.RAIN BIRD WR2-RFCWIRELESS RAIN AND FREEZE SENSOR COMBO,INCLUDES 1 RECEIVER AND 1 RAIN/FREEZE SENSORTRANSMITTER.POINT OF CONNECTION 1"POINT OF CONNECTION 1"IRRIGATION LATERAL LINE: PVC SCHEDULE 40-NPIRRIGATION MAINLINE: EXISTING SCH 40 MAINLINE -CONTRACTOR TO LOCATE IN FIELD, CONFIRM SIZE ANDMAKE CONNECTION FOR FUTURE LANDSCAPE ON LI-1IRRIGATION MAINLINE: PVC SCHEDULE 40 MAINLINE 12"BELOW GRADEPIPE SLEEVE: PVC SCHEDULE 40 1402
F
MVBFCR
#"#Valve NumberValve SizeValve FlowValve Callout#

IRRIGATION SCHEDULE
CITY OF MURRIETAREGISTERED LANDSCAPE ARCHITECTSTATE OF CALIFORNIASIGNATUREEXP. DATEDATE12/31/24RLA# 5062STEVEN L. SHIRREL 0'20'40'60'NORTH 2727 N. CENTRAL AVE. 9-NPHOENIX, AZ. 85004PREPARED FOR:
11 MATCHLINE: SEE SHEET LI-3
MATCHLINE: SEE SHEET LI-2
NEW IRRIGATION PLAN2 LI-1
PROPOSED 6' BLOCKWALL TO REPLACEC.L. FENCE

9 SPACES 9 SPACES BIKE RACK4 SPACES1 SPACE
9 "EXTENDED" SPACES9 "EXTENDED" SPACES
CONCRETE"NO PARKING""BIKE LANE"SIGN"TOWED VEHICLES""CLAIM" SIGN27'-11"WATER BACK FLOWREPEATER29'-1"

5.0' WROUGHTIRON FENCEVARIABLE HT.BLOCK WALL
8 "EXTENDED" SPACES
3 SPACES
ELEC.VAULT
PLANTERPLANTERCONCRETE WALKCONCRETE WALKPLANTERPLANTER28'-1"PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTERCONCRETE WALKCONCRETE WALK
TILE0'-6"
0'-6"PLANTER
(E) DUMPSTER AREAW/6.0' BLOCKSCREEN WALL

GRAVELGRAVELASPHALT PAVING

ASPHALT PAVINGASPHALT PAVINGASPHALT PAVING

ASPHALT PAVING
CONC.CANOPY63'-8"103'-8"
152'-3"
FND. 1" PIPEW/"LS 3821"CAP
S 47°47'54" W
105.00'
N 47°47'54" E
180.00'
(SOUTHEASTERLY -R)(250' - R)
573.25'
(NORTHWESTERLY - R)
(SOUTHWESTERLY - R)
(630' - R)
P.O.B. ASPHALT PAVING(630' - R)(11'-R)(N 47°45' E - R)N 42°08'30" W6.60' N 42°08'30" W35.85'
159.40'
R:788.00'L:108.00'D:7°51'06"ChD:107.90'ChB:N 38°12'57" WR:812.00'L:111.25'D:7°51'06"ChD:111.20'ChB:N 38°12'57" W N 47°47'54" E70.60'
APN: 949-224-021SUDWEEKS DEV.EXISTINGFIRE HYDRANT(PROP'D USE ONPROP'D/EXT'GSITES) MBFMV
LOCATION OF EXISTINGIRRIGATION CONTROLLER FOREXISTING BUILDINGS. REMOVE ANDREPLACE WITH NEW CONTROLLERPER IRRIGATION LEGEND.REMOTE CONTROL VALVES MUSTREMAIN FULLY OPERATIONAL DURINGALL PHASES OF CONSTRUCTION ANDMUST BE CONNECTED TO PROPOSEDCONTROLLER ON FINAL PHASE OF PROJECT.

LOCATION OF EXISTING1" WATER METER, 1" REDUCEDBACKFLOW AND 2" MASTER VALVESERVICING EXISTING LANDSCAPE.POINT OF CONNECTION TO NEWLANDSCAPE AT NORTH PROPERTYPOINT OF CONNECTION FOR NEWIRRIGATION. CONTRACTOR TOVERIFY MAINLINE LOCATION, SIZEAND PRESSURE TO ACCOMMODATE5 NEW VALVES.

F

SAWCUT PARKING LOT FOR NEWCONDUIT TO RUN WIRE FROM NEWCONTROLLER TO NEW IRRIGATION VALVESCR 114"
CITY OF MURRIETAREGISTERED LANDSCAPE ARCHITECTSTATE OF CALIFORNIASIGNATUREEXP. DATEDATE12/31/24RLA# 5062STEVEN L. SHIRREL 0'20'40'60'NORTH 2727 N. CENTRAL AVE. 9-NPHOENIX, AZ. 85004PREPARED FOR:
11 MATCHLINE: SEE SHEET LI-1
MATCHLINE: SEE SHEET LI-3
EXISTING IRRIGATION PLAN3 LI-2

ASPHALT PAVING

ASPHALT PAVINGGRASS
VARIABLE HT.BLOCK WALL
VARIABLE HT.BLOCK WALL

CONCRETE PAVING

ASPHALT PAVING

ASPHALT PAVINGASPHALT PAVINGASPHALT PAVING
ASPHALT PAVING12'-10"0'-10"12'-9"9'-2"11'-2"1'-0"9'-8"

CONCRETE LOADING PLATFORMGRAVEL PLANTER

GRAVEL PLANTER
CANOPY35'-9"9'-6" 9'-11"34'-8"38'-6"40'-0"0'-6"2'-1"59'-8"39'-9" 129'-9"
39'-10"
GRAVEL
S 47°47'54" W
136.95'
S 47°47'54" W(BASIS OF BEARINGS)(630' - R)
S 42°13'33" E261.00'(NORTHWESTERLY - R)(250' - R)
(SOUTHWESTERLY - R)
(SOUTHWESTERLY - R)
(11'-R)
5 SPACES
APN: 949-224-021

CONCRETELOADING DOCK

REUSEAREAADAUNISEX
0' INTERIOR SIDE SETBACK AT PROP. LINE65'-0"PROP'DACCESS5'-0"PED. PATH F
CITY OF MURRIETAREGISTERED LANDSCAPE ARCHITECTSTATE OF CALIFORNIASIGNATUREEXP. DATEDATE12/31/24RLA# 5062STEVEN L. SHIRREL 0'20'40'60'NORTH 2727 N. CENTRAL AVE. 9-NPHOENIX, AZ. 85004PREPARED FOR:
11 MATCHLINE: SEE SHEET LI-1
MATCHLINE: SEE SHEET LI-2
EXISTING IRRIGATION PLAN4 LI-3
THERE ARE NO IRRIGATIONIMPROVEMENTS ON THISSHEET. IT IS SHOWN FORREFERENCE ONLY.

CITY OF MURRIETAREGISTERED LANDSCAPE ARCHITECTSTATE OF CALIFORNIASIGNATUREEXP. DATEDATE12/31/24RLA# 5062STEVEN L. SHIRREL 2727 N. CENTRAL AVE. 9-NPHOENIX, AZ. 85004PREPARED FOR:
11 LEGEND:1. 6" ROUND VALVE BOX:RAINBIRD VB-6RND2. TOP OF MULCH3. FINISH GRADE4. AIR RELIEF VALVE KIT:RAINBIRD X17000AIRVALVE KIT5. LANDSCAPE DRIPLINETUBING:RAINBIRDDRIPLINE XFS6. 3" MINIMUM DEPTH OF34" WASHED GRAVEL 123456AIR RELIEF VALVE1" = 1'-0"2 C-UH-TEM-05
3 75421FINISH GRADEFLUSH CAP FOR EASY FIT COMPRESSION FITTINGS: POTABLE:RAIN BIRDMDCFCAP NON-POTABLE: RAIN BIRDMDCFPCAPEASY FIT COUPLING: RAIN BIRD MDCFCOUPSUBTERRANEAN EMITTERBOX: RAIN BIRD SEB 7XBSUB-SURFACE DRIPLINE: RAIN BIRD XF SERIESDRIPLINE POTABLE: XFS DRIPLINENON-POTABLE: XFSPDRIPLINE3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVELBRICK (1 OF 2)NOTE:1. ALLOW A MINIMUM OF 6-INCHESOF DRIPLINE TUBING IN VALVEBOX IN ORDER TO DIRECTFLUSHED WATER OUTSIDEVALVE BOX. 23451
667DRIP FLUSH POINT1" = 1'-0"3XCZ-PRB-100-COM1 1/2" = 1'-0" 12345 67891011121314151617FINISH GRADE/TOP OF MULCH1VALVE BOX WITH COVER: RAINBIRD VB-STD230" LIN LENGTH OF WIRE, COILED3WATERPROOF CONNECTION: RAINBIRD DB SERIES41" BALL VALVE (INCLUDED IN KIT)5ID TAG6REMOTE CONTROL VALVE: RAINBIRD PESB (INCLUDED IN KIT)7PRESSURE REGULATING QUICKCHECK BASKET FILTER: RAIN BIRDPRB-QKCHK-100 (INCLUDED IN KIT)8 PVC SCH 40 FEMALE ADAPTOR9LATERAL PIPE10PVC SCH 80 NIPPLE (LENGTH ASREQ)11PVC SCH 40 ELL12PVC SCH 80 NIPPLE (2" LENGTH,HIDDEN) AND PVC SCH 40 ELL13PVC SCH 40 TEE OR ELL14MAINLINE PIPE153" MIN DEPTH OF 3/4" WASHEDGRAVEL16PVC SCH 80 NIPPLE, CLOSE(INCLUDED IN KIT)171 45321PVC EXHAUST HEADERPVC SCH 40 TEE OR EL (TYPICAL)FLUSH POINT (TYPICAL)BARB X MALE FITTINGPERIMETER OF AREABARB X BARB INSERT TEE OR CROSSPERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROMPERIMETER OF AREASUB-SURFACE DRIPLINE12" POLYETHYLENE BLANK TUBING:AIR RELIEF VALVE:PVC SUPPLY MANIFOLDPVC SUPPLY PIPE FROM CONTROL ZONE KIT (SIZED TOMEET LATERAL FLOW DEMAND)TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOTEXCEED LENGTH SHOWN IN TABLEPVC SCH 40 RISER PIPEPVC FLUSH HEADERCONNECTION FROM SUPPLY MANIFOLD TO DRIPLINEBARB X FEMALE FITTING34" PVC NIPPLE, LENGTH AS NECESSARY 678910
NOTES:1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BEBASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES INELEVATION.2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THEMAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE.3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. 111213
2 FPAR113
4 58910
72"-4"
1 6
612 1413INSET A

DRIP MANIFOLDBURIAL DEPTH
1212211214INSET A7INSET A
FP 15203040502733183603954171551692302552853143534134655282502943504024204245085866527203223684144744880.6 GPH0.9 GPH12" Spacing18" Spacing24" SpacingXFS Dripline Maximum Lateral Lengths (Feet)PSI604602905964557805120.6 GPH0.9 GPH0.6 GPH0.9 GPHWHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT ISRECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING.

AR
24 10
1311
8 12
5 3
6 1515
2FP
FPAR
1 34 5
2INSET A
1 2"-4" 117121189610 161718
16 1718INSET A
DRIPLINE LAYOUT1 1/2" = 1'-0"
2"-4"
C-UH-TEM-075
IRRIGATION DETAILS5 LID-1
12" MIN1/2"10123456798
POP-UP FLOOD BUBBLER1/2" = 1'-0"
LEGEND:1.POP-UP HEAD W/ FLOOD BUBBLER.2.FINISH GRADE.3.SCH 80 PVC NIPPLE-LENGTH ASNECESSARY.4.SCH 40 PVC TXT 90 DEGREE ELL.5.ANTI-DRAIN VALVE-ALL DOWNSLOPE HEADS IF NOT INSTALLEDIN HEADS.6.NON-PRESSURE LATERAL LINEAND FITTING.7.MARLEX 90 DEGREE STREET ELL.8.MARLEX 90 DEGREE STREET ELL.9.SCH 80 PVC NIPPLE (6"LONG).10.1/2" ABOVE FINISH GRADE.NOTES:A.USE TEFLON TAPE ON ALL MALE THREADS.B.INSTALL HEADS W/ INTERNAL CHECK VALVES AND/OR PRESSURECOMPENSATIONS FEATURES AS PER THE IRRIGATION PLAN.4 LEGEND:1.30-INCH LINEAR LENGTHOF WIRE, COILED2.WATER PROOFCONNECTION (1 OF 2)3.ID TAG4.VALVE BOX WITH COVER:12-INCH SIZE5.FINISH GRADE/TOP OFMULCH6.REMOTE CONTROL VALVE7.PVC SCH 80 NIPPLE(CLOSE)8.PVC SCH 40 ELL9.PVC SCH 80 NIPPLE(LENGTH AS REQUIRED)10.BRICK (1 OF 4)11.SCH 80 NIPPLE (2-INCHLENGTH, HIDDEN) ANDSCH 40 ELL12.PVC MAINLINE PIPE13.PVC SCH 40 TEE OR ELL14.PVC SCH 40 MALEADAPTER15.PVC LATERAL PIPE16.3.0-INCH MINIMUM DEPTHOF 3/4-INCH WASHEDGRAVEL 3" MIN12345678910111213141516REMOTE CONTOL VALVE1" = 1'-0"6 LEGEND:1.FINISH GRADE/TOP OFMULCH2.QUICK-COUPLING VALVE3.VALVE BOX WITHCOVER:RAIN BIRDVB-6RND4.PVC SCH 80 NIPPLE(LENGTH AS REQUIRED)5.3 INCH MIN. DEPTH OF34"WASHED GRAVEL6.BRICK (1 OF 2)7.PVC SCH 40 STREET ELL8.PVC SCH 40 TEE OR ELL9.PVC MAINLINE PIPE10.PVC SCH 40 ELL11.2" X 2" REDWOOD STAKEWITH STAINLESSSTEELGEAR CLAMPS OREQUIVALENT SUPPORTSYSTEM 123456411710987QUICK COUPLER1" = 1'-0"NOTE:FURNISH FITTINGS AND PIPINGNOMINALLY SIZED IDENTICAL TONOMINAL QUICK COUPLING VALVEINLET SIZE.7 CITY OF MURRIETAREGISTERED LANDSCAPE ARCHITECTSTATE OF CALIFORNIASIGNATUREEXP. DATEDATE12/31/24RLA# 5062STEVEN L. SHIRREL 2727 N. CENTRAL AVE. 9-NPHOENIX, AZ. 85004PREPARED FOR:
11 IRRIGATION SYSTEMI. GENERALA. SCOPE OF WORKProvide all labor, materials, equipment, and services necessary to furnish and install Irrigation System asshown on the drawings and described herein.B. QUALITY ASSURANCE AND REQUIREMENTS1. Permits and FeesThe Contractor shall obtain and pay for any and all permits and all inspections as required.2. Manufacturer's DirectionsManufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of articles used in this contract furnish directions covering pointsnot showing the drawings and specifications.3. Ordinances and RegulationsAll local, municipal and state laws, and rules and regulations governing or relating to any portion of thiswork are hereby incorporated into and made a part of these specifications and their provisions shall becarried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same.However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by theabove rules and regulations, the provisions of these specifications and drawings shall take precedence.4. Explanation of DrawingsContractor is responsible for all offsets, fittings, sleeves, etc., which may be required but are not indicated. Contractor will carefully investigate the structural and finishedconditions affecting all of the work and plan the work accordingly, furnishing such fittings; etc., as may be required to meet such conditions. Drawings are generally diagrammatic andindicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. The contractor shallnot willfully install the irrigation system as shown on the drawings when it is obvious in the field that unknown obstructions, grade differences or discrepancies in area dimensions exist thatmight not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Owner's authorized representative. In the event this notification isnot performed, the Contractor shall assume full responsibility for any revision necessary.C. Submittals1. Material ListFurnish the articles, equipment, materials, or processes specified by name in the drawings andspecifications. No substitution will be allowed without prior written approval by the Architect.a. Complete material list shall be submitted prior to performing any work. Material list shallinclude the manufacturer, model number and description of all material and equipment to be used.b. Equipment or materials installed or furnished without prior approval of the Architect may berejected and the Contractor required to remove such materials from the site at his own expense.c. Approval of any item, alternate or substitute indicates only that the product or productsapparently meet the requirements of the drawings and specifications on the basis of the information or samples submitted.d. Approval of any item, alternate or substitute indicates only that the product or productsapparently meet the requirements of the drawings and specifications on the basis of the information or samples submitted.2. Record Drawingsa. The landscape contractor shall request in writing from the landscape architect the documentsnecessary to proceed with the preparation of the as-builts.b. The contractor shall dimension from two permanent points of reference, building corners,sidewalk, or road intersections; etc., the locations of the following items:(1) Connection to existing water lines.(2) Connection to existing electrical power.(3) Gate valves.(4) Routing of sprinkler pressure lines (dimension max. 100' along routing)(5) Sprinkler control valves.(6) Routing of control wiring.(7) Quick coupling valves.(8) Other related equipment as directed by the Architect.c. On or before the date of the final inspection, the Contractor shall deliver the corrected andcompleted sepias to the Architect. Delivery of the sepias will not relieve the Contractor of theresponsibility of furnishing required information that may be omitted from the prints.3. Controller Chartsa. Record drawings shall be approved by the Architect before controller charts are prepared.b. Provide one controller chart for each controller supplied.c. The chart shall show the area controlled by the automatic controller and shall be the maximumsize which the controller door will allow.d. The chart is to be a reduced drawing of the actual as-built system. However, in the event thecontroller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced.e. The chart shall be a or blue line solid print and a different color shall be used to indicate thearea of coverage for each station.f. When completed and approved, the chart shall be hermetically sealed between two pieces ofplastic, each piece being a minimum 10 mils thick.g. These charts shall be completed and approved prior to final inspection of the irrigation system.4. Operation and Maintenance ManualsPrepare and deliver operation and maintenance manuals as specified in Division 1 and as follows:a. Catalog and parts sheets on every material and equipment installed under this Contract.b. Guarantee statement.c. Complete operating and maintenance instructions on all major equipment.d. In addition to the above-mentioned maintenance manuals, provide the Owner's maintenancepersonnel with instructions for major equipment and show evidence in writing to the Architect at the conclusion of the project that this service has been rendered.5. Equipment to Be FurnishedSupply as a part of this Contract the following tools:a. Two sets of special tools required for removing, disassembling and adjusting each type ofsprinkler and valve supplied on this project.b. Two five-foot valve keys for operation of gate valves.c. Two keys for each automatic controller.d. Six quick coupler keys and matching hose swivels for each type of quick coupling valve installed.The above-mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final inspection can occur, evidence that theOwner has received material must be shown to the Architect.D. PRODUCT DELIVERY, STORAGE AND HANDLINGHandling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care in handling, loading, unloading, and storing of PC pipe and fittings. All PVCpipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject it to undue bending or concentrated external load at any point. Any section of pipethat has been dented or damaged will be discarded and, if installed, shall be replaced with new piping.E. GUARANTEE The guarantee for the sprinkler irrigation shall be made in accordance with the form shown below. A copy of the guarantee form shall be included in theoperations and maintenance manual. The guarantee form shall be retyped onto the Contractor's letterhead and contain the following information:GUARANTEE FOR SPRINKLER IRRIGATION SYSTEMWe hereby guarantee that the sprinkler irrigation system we have furnished and installed is free fromdefects in materials and workmanship, and the work has been completed in accordance with the drawingsand specifications, ordinary wear and tear and unusual abuse or neglect expected. We agree to repair orreplace any defects in material or workmanship which may develop during the period of one year fromdate of acceptance and also to repair or replace any damage resulting from the repairing or replacing ofsuch defects at no additional cost to the Owner. We shall make such repairs or replacements within areasonable time, as determined by the Owner, after receipt of written notice. In the event of our failure tomake such repairs or replacements within a reasonable time after receipt of written notice from theOwner, we authorize the Owner to proceed to have said repairs or replacements made at our expense andwe will pay the costs and charges therefor upon demand.PROJECT: __________________________________________________________LOCATION: __________________________________________________________SIGNED: ____________________________________________________________CONTRACTOR: ______________________________________________________ADDRESS: __________________________________________________________PHONE: ____________________________________________________ DATE OF ACCEPTANCE: ______________II. PRODUCTSA. MATERIALS1. General: Use only new materials of brands and types noted on drawings, specified herein, orapproved equals.2. PVC Pressure Main Line Pipe and Fittingsa. Pressure main line piping for all sizes shall be PVC Schedule 40.b. Pipe shall be made from NSF approved Type 1, Grade 1 PVC compound conforming to ASTMresin specification 1785. All pipe shall meet requirements as set forth in Federal Specification 70. (Solvent-weld pipe).c. Solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM testprocedure D2466. d. Solvent cement and primer for PVC solvent-weld pipe and fittings shall be of type and installation methods prescribed by the manufacturer.e. All PVC pipe shall bear the following markings:(1) Manufacturer's name.(2) Nominal pipe size.(3) Schedule or class.(4) Pressure rating in PSI.(5) NSF (National Sanitation Foundation) approval.f. All fittings shall bear the manufacturer's name or trademark material designation, size, applicable I.P.S. schedule and NSF seal of approval.3. PVC Non-Pressure Lateral Line Pipinga. Non-pressure buried lateral line piping shall be PVC class 200 with solvent weld joints.b. Pipe shall be made from NSF approved, Type 1, Grade II PVC compound conforming to ASTM resin specification D1784. All pipe shall meet requirements set forth inFederal Specification PS-22-70, with an appropriate standard dimension ratio.c. Except as noted in Section II-A,a & b, all requirements for non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure main line pipe andfittings as set forth in Section II- A-2 of these specifications.4. Brass Pipe and Fittingsa. Where indicated on the drawings, use red brass screwed pipe conforming to Federal Specification #WW-P-351.b. Fittings shall be red brass conforming to Federal Specification #WW-P-460.5. Galvanized Pipe Fittingsa. Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel screwed pipe.b. Fittings shall be medium galvanized screwed beaded malleable iron. Galvanized couplings may be merchant coupling.c. All galvanized pipe fittings installed below grade shall be painted with two (2) coats of Koppeers "#50 Bitumastic."6. Gate Valvesa. Gate valves 3" and smaller shall be 125 lb. SWP bronze gate valve with screw-in bonnet, non- rising stem and solid wedge disc.b. Gate valves 3" and smaller shall be threaded ends and shall be equipped with a bronze hand wheel.c. Gate valves 3" and smaller shall be similar to those manufactures by Nibco or approved equal.d. All gate valves shall be installed per installation detail.7. Quick Coupling ValvesQuick coupling valves shall have a brass two-piece body designed for working pressure of 150 P.S.I. operable with quick coupler. Key size and type shall be as shown onplans.8. Backflow Prevention Unitsa. Backflow prevention units shall be of size and type indicated on the irrigation drawings, Install backflow prevention units in accordance with irrigation constructions details.9. Check ValvesAnti-drain valves shall be of heavy -duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve shallbe field adjustable against drawout from 5 to 40 feet of head. The anti-drain valve shall be similar to the Valcon "ADV" or approved equal.10. Control Wiringa. Connections between the automatic controllers and the electric control vales shall be made with direct burial copper wire AWG-U.F. 600 volt. Pilot wires shall be adifferent color wire form each automatic controller. Common wires shall be white with a different color stripe for each automatic controller. Install in accordance with valvemanufacturer's specifications and wire chart. In no case shall wire size be less than #14.b. Wiring shall occupy the same trench and shall be installed along the same route as pressure supply or lateral lines wherever possible.c. Where more than one (1) wire is placed in a trench, wiring shall be taped together at intervals of ten(10) feet.d. An expansion curl shall be provided within three (3) feet of each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electriccontrol, so that in case of repair, the valve bonnet may be brought to the surface without disconnection of the control wires. Control wires shall be laid loosely in trenchwithout stress or stretching of control wire conductors.e. All splices shall be made with Scotch-Lok #3576 Connector Sealing Packs, Rainbird snap-tite wire connector, or approved equal. Use one splice per connector sealingpack.f. Field splices between the automatic controller and electrical control valves will not be allowed with our prior approval of the Architect.11. Automatic Controllersa. Automatic controllers shall be of size and type shown on the Plans.b Final location of automatic controllers shall be approved by the Owner's authorized representative.c. Unless otherwise noted on the plans, the 120 volt electrical power to the automatic controller location to be furnished by others. The final electrical hook-up shall be theresponsibility of the irrigation contractor.d. Automatic Controllers shall be installed in a vandal-proof enclosure.12. Electric Control Valvesa. All electric control valves shall be the same manufacturer as the automatic controllers.b. All electric control valves shall have a manual flow adjustment.c. Provide and install one control valve box for each electric control valve.13. Control Valve Boxesa. Use 9 by 24 inch round box for all gate valves, Brooks #9 or approved equal.b. Use 9-1/2 by 16-by 11-inch rectangular box for all electrical control valves, Carson Industries 1419-12B or approved equal.14. Sprinkler Headsa. All sprinkler heads shall be of the same size, type, and deliver the same rate of precipitation with the diameter (or radius) of throw, pressure, and discharge as shown onthe plans and/or specified on these special provisions.b. Spray heads shall have a screw adjustment.c. Riser units shall be fabricated in accordance with the details.d. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkle . All sprinkler headsA. INSPECTION1. Site Conditionsa. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions and receive Architect's approval prior to proceeding withwork under this Section.b. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by hisoperation or neglect. Check existing utilities drawings for existing utility locations.c. Coordinate installation of sprinkler irrigation materials, including pipe, so there shall be no interference with utilities or other construction or difficulty inplanting trees, shrubs, and ground covers.d. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the sprinkler irrigation system.B. PREPARATION1. Physical Layouta. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads.b. All layout shall be approved by Architect prior to installation.2. Water Supplya. Sprinkler irrigation system shall be connected to water supply points of connection as indicated on the drawings.b. Connections shall be made at approximate locations as shown on drawings. Contractor is responsible for minor changes caused by actual site conditions.3. Electrical Supplya. Electrical connections for automatic controller shall be made to electrical points of connection as indicated on the drawings.b. Connections shall be made at approximate locations as shown on drawings. Contractor is responsible for minor changes caused by actual site conditions.C. INSTALLATION1. Trenchinga. Dig trenches straight and support pipe continuously on sand bedding at bottom of trench. Lay pipe to an even grade. Trenching excavation shall followlayout indicated on drawings and as noted.b. Provide for a minimum of eighteen (18") inches cover for all pressure supply lines.c. Provide for a minimum cover of twelve (12") inches for all non-pressure lines.d. Provide for minimum cover of eighteen (18") inches for all control wiring.2. Back fillinga. The trenches shall not be back filled until all required tests are performed. Trenches shall be carefully back filled with the excavated material approved bythe Soils Engineer for back-filling consisting of earth, loam, sandy clay, sand, or other approved materials, free from large clods of earth or stones. Back fill shall bemechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Back fill will conform to adjacent grades without dips,sunken areas, humps or other surface irregularities.b. A fine granular material back fill will be initially placed on all lines. No foreign matter larger than one-half (1/2) inch in size will be permitted in the initialbackfill.c. Flooding of trenches will be permitted only with the approval of the Soils Engineer.d. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn or planting, or other construction are necessary, the Contractor shallmake all required adjustments without cost to the Owner.

3. Trenching and Back fill Under Pavinga. Trenches located under areas where paving, asphalt concrete or concrete shall be back filled with sand (a layer six inches below the pipe and three inches abovethe pipe) and compacted in layers to 90%. Trenches for piping shall be inspected by the Soils Engineer prior to installing the pipes. All trenches shall be left flushwith the adjoining grade. The sprinkler irrigation Contractor shall set in place, cap and pressure test all piping under paving prior to the paving work.b. Generally, piping under existing walks is done by jacking, boring or hydraulic driving, but where any cutting or breaking of sidewalks and /or concrete isnecessary, it shall be done and replaced by the Contractor as part of the Contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained fromthe Architect. No hydraulic driving will be permitted under concrete paving.c. Provide for a minimum cover of twenty-four inches between the top of the pipe and the bottom of the aggregate base for all pressure and non-pressure pipinginstalled under asphalt concrete paving.4. Assembliesa. Routing of sprinkler irrigation lines as indicated on the drawings is diagrammatic. Install lines and various assemblies to conform with the details shown ondrawings.b. Install no multiple assemblies on plastic lines. Provide each assembly with its own outlet.c. Install all assemblies specified herein in accordance with respective detail. In absence of detail drawings or specifications pertaining to specific items required tocomplete work, perform such work in accordance with best standard practice with prior approval of Architectd. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before installation. Installation and solvent-welding methods shall be as recommendedby the pipe and fittings manufacturer.e. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape or approved equal shall be used on all threaded PVC to PVC,and on all threaded PVC to metal joints. Light wrench pressure is all that is required. Where threaded PVC connections are required use threaded PVC adaptersinto which the pipe may be welded.5. Line Clearance All lines shall have a minimum clearance of six inches from each other and from lines of other trades. Parallel lines shall not be installed directlyover one another.6. Automatic Controllera. Install controller in a vandal proof enclosure. Refer to the details.b Install as per manufacturer's instructions. Remote control valves shall be connected to controller in numerical sequence as shown on the drawings.7. High Voltage Wiring for Automatic Controllera. 120-volt power connection to the automatic controller shall be provided by the Irrigation Contractor. b. All electrical work shall conform to local codes,ordinances, and union authorities having jurisdiction.8. Remote Control Valves Install where shown on drawings and details. When grouped together, allow at least twelve inches between valves. Install each remotecontrol valve in a separate valve box.9. Flushing of Systema. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been completed, and prior to installation of sprinklerheads the control valves shall be opened and a full head of water used to flush out the system.b. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the Architect.10. Sprinkler Headsa. Install the sprinkler heads as designated on the drawings Sprinkler heads to be installed in this work shall be equivalent in all respects to those itemized.b. Spacing of heads shall not exceed the maximum indicated on he drawings. In no case shall the spacing exceed the maximum recommended by themanufacturer.D. TEMPORARY REPAIRSThe Owner reserves the right to make temporary repairs as necessary to keep the sprinkler system equipment in operating condition. The exercise of this right by theBuilder-Developer shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified.E. EXISTING TREESWhere it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and tree roots. Excavation in areas wheretwo-inch and larger roots occur shall be done by hand. All roots two inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneledunder and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than twoinches in diameter, the wall of the trench adjacent to the tree shall be hand-trimmed, making clean cuts through. Roots one-inch and larger in diameter shall bepainted with two coats of Tree Seal or equal. Trenches adjacent to trees should be closed within twenty-four hours, and where this is not possible, the side of thetrench adjacent to the tree shall be kept shaded with burlap or canvas.F. FIELD QUALITY CONTROL1. Adjustment of the Systema. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent over spray onto walks, roadways, and buildings as much aspossible.b. If it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, the Contractor shall make such adjustmentsprior to planting. Adjustments may also include changes in nozzle sizes and degrees of arc as required.c. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten days after notification by Owner.d. All sprinkler head shall be set perpendicular to finished grades unless otherwise designated on the plans.2. Testing of Irrigation Systema. The Contractor shall request the presence of the Architect in writing at least 48 hours in advance of testing.b. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and prove watertight. NOTE: Testing of pressure main lines shall occurprior to installation of electric control valves.c. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per square inch and proved watertight prior to paving.d. Sustain pressure in lines for not less than two hours for mainlines, or as requested by city. If leaks develop, replace joints and repeat test until entire systemis proven water-tight.e. All hydrostatic tests shall be made only in the presence of the Architect or other duly authorized representative of the Owner. No pipe shall be back filleduntil it has been inspected, tested and approved in writing and shall be re-tested after back fill operations are complete.f. Furnish necessary force pump and all other test equipment.g. When the sprinkler irrigation system is completed, perform a coverage test in the presence of the Architect to determine if the water coverage for plantingareas is complete and adequate. Furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from plans or wherethe system has been willfully installed as indicated on the drawings when it is obviously inadequate without bringing this to the attention of the Architect. This test shallbe accomplished before any ground cover is planted.h. Upon completion of each phase of work, entire system shall be tested and adjusted to meet site requirements.G. MAINTENANCE1. The entire sprinkler irrigation system shall be under full automatic operation for a period of seven days prior to any planting.2. The Architect reserves the right to waive or shorten the operation period.H. CLEANUPCleanup shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed or washeddown, and any damage sustained on the work of others shall be repaired to original conditions.I. FINAL OBSERVATION PRIOR TO ACCEPTANCE1. The contractor shall operate each system in its entirety for the Architect at time of final observation. Any items deemed not acceptable by the Observer shall bereworked to the complete satisfaction of the Architect.2. The Contractor shall show evidence to the Architect that the Owner has received all accessories, charts, record drawings, and equipment as required before finalobservation can occur.J. OBSERVATION SCHEDULE1. Contractor shall be responsible for notifying the Architect in advance for the following observations according to the time indicated:a. Pre-Job Conference - 7 days.b. Pressure supply line installation and testing - 48 hoursc. Automatic Controller installation - 48 hours.d. Control wire installation - 48 hours.e. Lateral line and sprinkler installation - 48 hours.f. Coverage test - 48 hours.g. Final observation - 7 days.2. When inspections have been conducted by other than the Architect, show evidence of when and by whom these inspections were made.3. No final observation shall commence without as-built drawings. In the event the Contractor calls for an observation without as-built drawings, without completingpreviously noted corrections, or without preparing the system for observations, he shall be responsible for reimbursing the Architect at the hourly rate in effect at thetime the observation portal to portal (plus transportation cost) for the inconvenience. No further inspections will be scheduled until this charge has been paid.END OF SECTION IRRIGATION SPECIFICATIONS6 LIS-1
TOTAL BUILDING AREA15,579± S.F.

ADARRRISERROOMELEC.ROOMCUSTOMERLOBBY
CONCRETECONC.

GATEMOTOR

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

DUMPSTER AREAW/SCREEN WALL

4.0' BLOCK WALL
0'-6"5.0' WROUGHTIRON FENCE TOREMAINSET 1/2" I.P.W/"LS 8541" CAPSET 1/2" I.P.W/"LS 8541" CAP W/"LS 8541" CAPSET 1/2" I.P.W/"LS 8541" CAP
APN: 949-220-047ROY PAUL PHILLIPS
25' STREET SETBACK
10' SIDE YARD SETBACK
10' SIDE YARD SETBACK
69'-0"TYP.
31'-10"
8'-0"12'-0"0' INTERIOR SIDE SETBACK AT PROP. LINEPARKING & DRIVINGSURFACE TO BE A.C.PAVING 187'-7" CENTER TO CENTER OF DRIVEWAY
100'-0" CENTER TO CENTER OF DRIVEWAY
10'-0"
18'-0"TYP.7'-0"
GRADE LEVELCUSTOMERLOADINGAREALOADING RAMPSLOPE DOWN6" CMUSPLITFACESCREENWALL.PAINTED TOMATCH BLDG. (E) 5.0' WROUGHTIRON FENCE ONRET. WALL TO BE REMOVEDWITH RET. WALL TO REMAIN 7'-0"RACK FOR(2) BIKES

NO STAGING OR OUTDOOR STORAGE ON PROPOSED SITE
65'-0"5'-0"PED. PATH
PROPOSED6' BLOCK WALLTO REPLACEC.L. 5'-0"
PROPOSED 1-STORY BUILDING15,579± G.S.F.

EXISITINGBLOCK WALLTO REMAIN
(E) 5' PLANTERAND CURB
5'-0"
30'-0"PROP'DNON-GATEDACCESS

APPROXIMATE LOCATION OFEXISTING TREES ON ADJACENTPROPERTY

LIMIT OF WORK

LIMIT OF WORK
EXISTING 18" DIA. CALIBER EUCALYPTUS TO BEREMOVEDREPLACEMENT REQUIREMENT = (9) 24" BOX TREES** (9) 24" PODOCCARPUS GRACILIOR PROPOSEDFOR PARKING LOT TREES TO MEET THISREQUIREMENT.********** ** **
5'-0"planting area
6'-0"planting area

LIMIT OF WORK
5'-0"planting areaINSTALL SHRUBS SO THEY ARELOCATED OUTSIDE OF THEBUMPER OVERHAND AREAInstall trees 6' fromend of planter5'-0" min. clr. 30" min. fromcurb to trunk5' min. clearancefrom PL to trunk STEP-OUT WHENADJACENT TO STALLSPER DETAIL 5, SHEET LPD-1 TREESBOTANICAL / COMMON NAMESIZEWUCOLSQTYMELALEUCA QUINQUENERVIACAJEPUT TREE24"BOXM3OLEA EUROPAEA 'WILSONII'FRUITLESS WILSON OLIVE24"BOXM3PISTACIA CHINENSISCHINESE PISTACHE24"BOXM4PODOCARPUS GRACILIORFERN PINE24"BOXM9SYAGRUS ROMANZOFFIANAQUEEN PALM24"BOXM7ULMUS PARVIFOLIA 'DRAKE'DRAKE LACEBARK ELM24" BOXL3SHRUBSBOTANICAL / COMMON NAMESIZEWUCOLSQTYALOE STRIATACORAL ALOE5 GALL100ANIGOZANTHOS FLAVIDUSKANGAROO PAW1 GALL132DIANELLA T REVOLUTAFLAX LILY5 GALL115LEONOTIS LEONURUSLION'S TAIL5 GALL44LEUCOPHYLLUM FRUTESCENS `GREEN CLOUD` TMGREEN CLOUD TEXAS RANGER5 GALL139WESTRINGIA FRUTICOSA 'MORNING LIGHT'MORNING LIGHT COAST ROSEMARY5 GALL85GROUND COVERSBOTANICAL / COMMON NAMESIZEWUCOLSQTYLANTANA X `NEW GOLD`NEW GOLD LANTANA1 GAL @ 5` O.C.L1,925 SFMYOPORUM PARVIFOLIUMTRAILING MYOPORUM1 GAL @ 5` O.C.L1,768 SF PLANT SCHEDULE NEW LANDSCAPE AREA LP-1
REFER TO TITLE SHEET FOR PLANTING NOTESEXISTING SITE LANDSCAPINGSite Area - Parcel 1 141,243 sfTotal shrub area 23,630 sfExisting shrub area percentage (17%)PROPOSED LANDSCAPINGSite Area - Parcels 3 & 4 48,128 sfOverall shrub area 11,625 sfLandscape within right-of-way 1,595 sfLandscape within bumper overhang 20 sfProposed shrub area percentage (27%)PARKING LOT SHADINGParking area 1,025 sfShaded area 679 sfShaded parking area percentage (66%) **
CITY OF MURRIETAREGISTERED LANDSCAPE ARCHITECTSTATE OF CALIFORNIASIGNATUREEXP. DATEDATE12/31/24RLA# 5062STEVEN L. SHIRREL 0'20'40'60'NORTH 2727 N. CENTRAL AVE. 9-NPHOENIX, AZ. 85004PREPARED FOR:
11 MATCHLINE: SEE SHEET LP-3
MATCHLINE: SEE SHEET LP-2
NEW PLANTING PLAN7 LP-1
PROPOSED 6' BLOCKWALL TO REPLACEC.L. FENCE
9 SPACES 9 SPACES BIKE RACK4 SPACES1 SPACE
9 "EXTENDED" SPACES9 "EXTENDED" SPACES
CONCRETE"NO PARKING""BIKE LANE"SIGN"TOWED VEHICLES""CLAIM" SIGN27'-11"WATER BACK FLOWREPEATER29'-1"

5.0' WROUGHTIRON FENCEVARIABLE HT.BLOCK WALL
8 "EXTENDED" SPACES
3 SPACES
ELEC.VAULT
PLANTERPLANTERCONCRETE WALKCONCRETE WALKPLANTERPLANTER28'-1"PLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLANTERCONCRETE WALKCONCRETE WALK
TILE0'-6"
0'-6"PLANTER
(E) DUMPSTER AREAW/6.0' BLOCKSCREEN WALL

GRAVELGRAVELASPHALT PAVING

ASPHALT PAVINGASPHALT PAVINGASPHALT PAVING

ASPHALT PAVING
CONC.CANOPY63'-8"103'-8"
152'-3"
FND. 1" PIPEW/"LS 3821"CAP
P.O.B. ASPHALT PAVING
APN: 949-224-021SUDWEEKS DEV.EXISTINGFIRE HYDRANT(PROP'D USE ONPROP'D/EXT'GSITES) THE FRONT 48" TO BEGRAVEL ONLY FORTRUCKS TRAFFIC, BOTHEND OF ENTRY PLANTERS

INFILL GAPS WITH ADDITIONALAGAPANTHUS AFRICANUS

INFILL BARE AREA WITHBOUTELOUA 'BLONDE AMBITION'REMOVE EXISTING SHRUBSAT ENTRY PLANTERS ANDREPLACE WITH ALOE STRIATAAND SIERRA COBBLEADD ALOE STRIATAAND SIERRA COBBLEAT FRONT BUILDINGPLANTERS

ADD SIERRA COBBLEGRAVEL ONLY AT TRUCKCHECK IN AREA AND SOUTHPROPERTY LINE PLANTER

ADD SIERRA COBBLEGRAVEL ONLY AT ENDOF PLANTERS

INFILL BARE AREA ATSIGN WITH LOW GROWINGMYOPORUM PARVIFOLIUMSO NOT TO BLOCK SIGN

LOCATION OF EXISTINGIRRIGATION CONTROLLER FOREXISTING BUILDINGS(C) EXISTING 1" WATER METER.1" REDUCED PRESSURE BACKFLOWAND 2" MASTER VALVE SERVICINGEXISTING LANDSCAPE

ADD SIERRA COBBLEGRAVEL ONLY AT NORTHPROPERTY LINE PLANTER SYMBOLBOTANICAL / COMMON NAMESIZEWUCOLSQTYSHRUBSAGAPANTHUS AFRICANUSAFRICAN LILY1 GALM23ALOE STRIATACORAL ALOE1 GALL32ANIGOZANTHOS FLAVIDUSKANGAROO PAW1 GALL14DIANELLA T REVOLUTAFLAX LILY5 GALL6DIETES VEGETAAFRICAN IRIS1 GALM2HESPERALOE PARVIFLORARED YUCCA1 GALL6LEUCOPHYLLUM FRUTESCENS `GREEN CLOUD`GREEN CLOUD TEXAS RANGER5 GALL7GROUND COVERS3-5" SIERRA COBBLENONE3,156 SFMYOPORUM PARVIFOLIUMTRAILING MYOPORUM1 GAL @ 5` O.C.L399 SF EXISTING LANDSCAPE ADDITIONS LP-2 & LP-3

REFER TO TITLE SHEET FOR PLANTING NOTES
CITY OF MURRIETAREGISTERED LANDSCAPE ARCHITECTSTATE OF CALIFORNIASIGNATUREEXP. DATEDATE12/31/24RLA# 5062STEVEN L. SHIRREL 0'20'40'60'NORTH 2727 N. CENTRAL AVE. 9-NPHOENIX, AZ. 85004PREPARED FOR:
11 MATCHLINE: SEE SHEET LP-1
MATCHLINE: SEE SHEET LP-3
EXISTING PLANTING ADDITIONS8 LP-2

ASPHALT PAVING

ASPHALT PAVINGGRASS
VARIABLE HT.BLOCK WALL
VARIABLE HT.BLOCK WALL

CONCRETE PAVING

ASPHALT PAVING

ASPHALT PAVINGASPHALT PAVINGASPHALT PAVING
ASPHALT PAVING12'-10"0'-10"12'-9"9'-2"11'-2"1'-0"9'-8"

CONCRETE LOADING PLATFORMGRAVEL PLANTER

GRAVEL PLANTER
CANOPY35'-9"9'-6" 9'-11"34'-8"38'-6"40'-0"0'-6"2'-1"59'-8"39'-9" 129'-9"
39'-10"
GRAVEL
5 SPACES
APN: 949-224-021

CONCRETELOADING DOCK

REUSEAREAADAUNISEX
0' INTERIOR SIDE SETBACK AT PROP. LINE65'-0"PROP'DACCESS5'-0"PED. PATH

ADD SIERRA COBBLEGRAVEL ONLY ENTRYTO REAR BUILDINGSINFILL BARE AREA ATREAR CORNER WITHMYOPORUM PARVIFOLIUM

INFILL BARE AREA ATNORTH PROPERTY LINE WITHLEUCOPHYLLUM 'GREEN CLOUD' SYMBOLBOTANICAL / COMMON NAMESIZEWUCOLSQTYSHRUBSAGAPANTHUS AFRICANUSAFRICAN LILY1 GALM23ALOE STRIATACORAL ALOE1 GALL32ANIGOZANTHOS FLAVIDUSKANGAROO PAW1 GALL14DIANELLA T REVOLUTAFLAX LILY5 GALL6DIETES VEGETAAFRICAN IRIS1 GALM2HESPERALOE PARVIFLORARED YUCCA1 GALL6LEUCOPHYLLUM FRUTESCENS `GREEN CLOUD`GREEN CLOUD TEXAS RANGER5 GALL7GROUND COVERS3-5" SIERRA COBBLENONE3,156 SFMYOPORUM PARVIFOLIUMTRAILING MYOPORUM1 GAL @ 5` O.C.L399 SF EXISTING LANDSCAPE ADDITIONS LP-2 & LP-3

REFER TO TITLE SHEET FOR PLANTING NOTES
CITY OF MURRIETAREGISTERED LANDSCAPE ARCHITECTSTATE OF CALIFORNIASIGNATUREEXP. DATEDATE12/31/24RLA# 5062STEVEN L. SHIRREL 0'20'40'60'NORTH 2727 N. CENTRAL AVE. 9-NPHOENIX, AZ. 85004PREPARED FOR:
11 MATCHLINE: SEE SHEET LP-1
MATCHLINE: SEE SHEET LP-2
EXISTING PLANTING ADDITIONS9 LP-3
CITY OF MURRIETAREGISTERED LANDSCAPE ARCHITECTSTATE OF CALIFORNIASIGNATUREEXP. DATEDATE12/31/24RLA# 5062STEVEN L. SHIRREL 2727 N. CENTRAL AVE. 9-NPHOENIX, AZ. 85004PREPARED FOR:
11 TREESTAKEWINDPREVAILINGTREESTAKE30TREE30LEGEND:1.RUBBER/VINYL "CLINCH TIE" ORAPPROVED EQUAL NAILED TOSTAKE.2.LODGE POLE PINE TREE STAKESTREATED W/ COPPER NAP THANET.2" DIA. X 10' LONG.3.4" THICK SHREDDED BARK MULCH4.4" BERM FOR TEMP WATERINGUNTIL SEEDING.5.INSTALL DEEP ROOT BARRIERPANEL. MODEL NUMBER UB 24-2'X8'AS MANUFACTURED BY DEEP ROOTCORP. OR SHAWTOWN IND. ORAPPROVED EQUAL.6.BACKFILL MIX - NATIVE SOIL7.PLANT PIT: TWICE THE WIDTH OFROOTBALL8.VENTILATED ARBOR GUARD IN TURF9.FERTILIZER TABLETNOTES:A.AFTER SETTLEMENT, THE TOP OFROOTBALL & ROOT BARRIER BOXIS TO BE FLUSH WITH FINISHGRADE.B.TOP OF ROOTBALL IS TO BEPLACED AT 1-12" ABOVE FINISHGRADE. THE FINISH GRADE IS TOBE LEVEL WITH TOP OFCONCRETE CURB OR SIDEWALK.TREE PLANTING DETAIL1/2" = 1'-0" 218" MIN8" MIN43
659X2X2XX74"8
1 12
76 8LEGEND:1.ROOTBALL - DO NOTCOMPACT ROOTBALL SOIL.ALLOW ROOTBALL TOSETTLE TO FINISHEDGRADE.2.FINISH GRADE.3.3" SHREDDED BARK MULCH.4.3" BERM TIGHTLYCOMPACTED IN PLACE TOFORM WATERING BASIN.5.NATIVE SOIL.6.GROW POWER PLANT TABSPER MANUFACTURERSRECOMMENDATIONS.7.PREPARED SOIL MIX. PLANTPIT TO BE 1 12 TIMES THEWIDTH OF THE ROOTBALL.8.SHRUB TRUNK.X2XSHRUB PLANTING DETAIL1" = 1'-0" 43 2
PLANTABACA = 1/2 OF SPACINGB = SPACINGC = 75% OF SPACINGEDGE OF PLANTERAREA GROUNDCOVER DETAIL1" = 1'-0"3
Sidewalk"A"NOTE:USE 18" DEEP ON SIDEWALK SIDEAND 24" DEEP ON CURB SIDE.

INSTALLATION SEQUENCE:1.Prepare base and subgrade2.Trench to appropriate depth for installationof root barrier so that top of barrier is 2"(5cm) below finish grade of top ofsidewalk (or halfway between top ofcompacted base and finish grade of SW)3.Place root barrier in trench, vertical ribsmust face toward tree roots.4.Backfill and compact to requirements.5.Place form material against barrier (It maybe nailed from the outside of the form)TYPICAL SECTION OF CURB,GUTTER AND SIDEWALK WITHDEEPROOT TREE ROOT BARRIERINSET INTO CONCRETEBARRIER INSTALLED IN A TRENCHIN SUBGRADE WHICH IS THENCOMPACTED. BARRIER IS SET SOTHAT TOP EDGE WILL BE 2" (5CM)ABOVE COMPACTED BASE (orhalfway between base and finish gradeof SW). BARRIER RIBS FACETOWARD TREE ROOTS.

INSTALLATION SEQUENCE:1.Prepare base and subgrade2.Trench to appropriate depth forinstallation of root barrier so that top ofbarrier is 2" (5cm) below finish grade oftop of curb.3.Place root barrier in trench, vertical ribsmust face toward tree roots.4.Backfill and compact to requirements.5.Place form material against barrier (Itmay be nailed from the outside of theform)TYPICAL SECTION OF CURB ANDGUTTER WITH DEEPROOT TREE ROOTBARRIER INSET INTO CONCRETE.BARRIER INSTALLED IN A TRENCH INSUBGRADE WHICH IS THENCOMPACTED. BARRIER IS SET SOTHAT TOP EDGE WILL BE 2" (5CM)BELOW FINISH GRADE OF CURB, ANDSET FLUSH WITH EDGE OF CURB.BARRIER RIBS FACE TOWARD TREEROOTS.Top of root barrier 1"above finish grade ofcurbConcreteTypical DeepRoot UB 24-2, optional use of UB 18-2Subgrade compactionCompacted crushed baseCompacted crushed base.Typical DeepRoot UB 24-2, optional use of UB 18-2ConcreteSubgrade compaction"A" Linear Application of DeepRoot TreeRoot Barriers at Time of InstallingConcrete Sidewalks and Curbs DeepRoot UB24-2, UB 18-2 orLB 12-25/8" (16mm)SubgradeBaseTop of root barrier 2"(5cm) below finish gradeof curbTypical DeepRoot UB 24-2. Optional use of UB18-2. Minimum 6 panels or 12 linear feet(3.66m).Curb and GutterIMPORTANT NOTE: Tree location must alignwith "as-built" center of barrier.

ROOT BARRIER1 1/2" = 1'-0"4
PLANTING DETAILS10LPD-1

CONCRETE STEPOUTSECTION-A
2"
PLAN
12"12"2%123456CONCRETE CURB PER CIVILENGINEER'S PLAN14" THICK CONCRETE STEP OUTSTRIP2#3 REBAR CONTINUOUSCENTER36" LONG #3 REBAR DOWELS AT3 PLACES SPACED EVENLY41/2" RADIUS TOOLJOINT/EDGES5FINISH GRADE6 3/8" = 1'-0"5
CITY OF MURRIETAREGISTERED LANDSCAPE ARCHITECTSTATE OF CALIFORNIASIGNATUREEXP. DATEDATE12/31/24RLA# 5062STEVEN L. SHIRREL 2727 N. CENTRAL AVE. 9-NPHOENIX, AZ. 85004PREPARED FOR:
11 SECTION 02800PLANTINGPLANTING SPECIFICATIONS GENERAL1.General RequirementsA.Permits: Contractor shall obtain and pay for any permits required.B.All irrigation shall be completed, approved and under automatic operation for a minimum of 7 daysprior to any planting.2.Scope Of WorkA. The intent of the drawings and specifications is to indicate the processes required for the installation of a complete planting without additional cost in labor and material to the Owner.3.InspectionsA. Request for inspections must have 48 hour notice in advance.B. Contractor must be on site for all inspections.C. Any work not completed when inspector arrives which was requested for, shall be billed to the contractor at the current inspector's rate.D. Any work completed without inspection or approval shall be removed, exposed or replaced at the cost of the contractor.E. Contractor shall call for inspection for the following items:I. Final gradingII. Weed-abatement ObservationIII. Tree and shrub layoutIV. Tree and shrub planting pitsV. Finish grade prior to hydro-seedingVI. Final Inspection4.SubmittalsA. All submittals shall be submitted within 15 days after receipt of executed contractB. Contract shall submit the follow items but not limited to:I. Plant material proof of purchase with listed nurseries and material sizes for approvalII. All soil amendmentsIII. Bark mulchIV. Soil reportV. Labels for all herbicide and fertilizers usedVI. Clydro-seed mixPLANTING SPECIFICATIONS MATERIALS1. Plant MaterialA. All plant material shall be the same as specified in the drawings.B. Contractor shall tag one plant from each bundle or lot with the plant name in accordance with the recommendations of the American Association of Nurserymen.C. All plant material shall be free of pest, plant diseases abrasions or any other objectable disfigurations.D. Plant material must show vigorous habit of growth that is normal for that particular species.2. Tree StakesA. Tree stakes shall be copper maphthanate, green color impregnated lodge pole pine.B. Tree stake shall be 2" in diameter I0 feet longC. Tree ties shall be V.I.T. cinch ties or approved equal four per tree typ.D. Tree ties shall be attached to lodge poles with galvanized nails per detail.3. Vine TiesA. Vine ties shall be as specified in details4. HerbicidesA. Contractor shall submit labels of all herbicides used prior to application for approval.B. Contractor shall apply pre-emergent herbicide to all areas possible as recommended by a licensed pest control consultant.5. Concrete Mow CurbA. Concrete mow curb shall be 2500 PSI concrete and as specified in detail.6. Redwood Header BoardA. Redwood header board shall be grade A fine redwood and as specified in detaiI.7. Plant TabletsA. Planting tablets shall be as specified in detail.8. Soil ConditionersA. All soil conditioner material shall be approved prior to ordering under this section.B. Soil conditioners shall be based on soil report recommendations.

PLANTING SPECIFICATIONS EXECUTION1.InstallationA.Contractor shall clean, remove, legally dispose of all grasses including rots and constructiondebris under this section.B.Contractor shall be responsible for the protection and storage of all material for the project.C.All grades shall be as indicated on the drawings and must be ±10%2.Landscape GradingA. The Contractor shall complete grading and filling as needed or remove additional dirt, rock and debris over 34 inch in diameter within the top 3 inches in all turf and planter areas less than 3:1.B. Contractor shall bring all landscaped areas to finish grade.C. Flow lines shall be established to existing curbs and/or sidewalks.D. All landscape areas shall be slopes to provide positive drainage.3.Soil PreparationA. Contractor shall roto-till amendments into all turf and planter areas 3:1 or less throughout the first 6 inches.B. The following application rate is for bidding purposed only and is per 1000 square feet of planting area.I. 4 cubic yards of soil conditionerII. 30 lbs. of commercial fertilizer approved by the Owner's representative.III. 50 lbs. of agriculture grade gypsumIV. 25 lbs. soil sulfurC. Actual soil preparation shall be based on the soil report,D. Soil samples shall be taken in the presence of the Owner's representativeE. Contractor shall submit soil samples to an approved laboratory testing facilityF. Contractor shall proved one (1) soil report for every 50,000 square feet.G. Soil recommendations must be separated for turf, planter , slope and plant material back fill mix.4.Weed-abatementA. Weed-abatement shall not commence until complete irrigation system is under complete automatic irrigation and has been approved.B. Upon completion of soil preparation the contractor shall complete the following:I. Irrigate all area to be planted, sodded or seeded for a period of seven (7) days to germinate all weed seeds.II. Cut watering and apply approved weed killer per manufacture's recommendations and allow adequate time to complete kill.III. Repeat step one and twoIV. Obtain approval of completed weed-abatement prior to any planting. Trees may be planted prior to weed-abatement process with the approval of the Owner's representative in writing.5.LayoutA. Contractor shall layout all tree and shrubs for approval from the Owner's representative prior to excavating and planting pits.B. Contractor shall no willfully layout and planting material where obstructions exist. The contractor shall notify the engineer to obtain direction.6.PlantingA. Planting shall be as shown in detail and as follows:I. Excavate all planting pits to a diameter twice the size of container to be planted and 112 times the depth of container to be planted.II. Contractor shall clarify the side of planting pits if auger is used with shovel of digging bar.III. Plant material shall be placed in planting pit in a manner as not to disrupt the root ball and the crown shall be set aligned flush to grade.IV. Provide 21 gram fertilizer tablets per detail.V. Backfill all plant material with approved backfill mix.VI. Contractor shall provide 5 gram fertilizer tablets to all rooted cuttings.7.Percolation TestA. Contractor shall flood planting pits with water to test water penetration through the soil, if no penetration occurs the contractor shall auger 6 inches in diameter and 36 inches long and backfill with pea gravel, repeat water test bad if water still does not penetrate the contractor shall notify the Owner's representative prior to planting.8.Sodded TurfA. All sodded areas shall be semi dwarf fescue unless otherwise noted.B. Contractor shall evenly rake all sodded areas to level and remove all rocks 34 inch in diameter and larger.C. Contractor shall spread 16-20-0 commercial fertilizer to all sodded areas.D. Contractor shall lay sod immediately upon arrival.E. Sod must be laid along a straight line staggering each row like laying bricks and must be butted tightly together preventing any air pockets. Do not overlap edges.F. Sod shall be cut with a sharp knife and never pulled apart.G. Sod must be rolled immediately after sod is installed.H. Sod must be watered thoroughly to a depth of 12 inches.I. Contractor shall monitor watering to prevent browning and fungus.J. Contractor shall take every measure possible to protect sod by providing temporary fencing if necessary at no additional cost.9.Turf Hydro-seedingA. Hydro-seeding seed mix shall be as indicated on the drawings.B. Contractor shall evenly rake all sodded areas to level and remove all rocks 34 inch in diameter and larger.C. Hyrdo-mix slurry shall be as follows:I. Seedas specifiedII. Fiber2,000 lbs. per acreIII. M-Binder100 lbs. acreIV. Water3,000 gal per acre or as requiredV. Fertilizer/ Soil Conditioner1,100 lbs. per acre D. Contractor shall monitor watering to prevent browning and fungus.E. Contractor shall take every measure possible to protect sod by providing temporary fencing if necessary at no additional cost.F. Hydro-mulch slurry shall be applied under high pressure evenly and provide a uniform coat an all areas specified.G. Overspray shall be removed immediately from sidewalks, walls or any structures.H. Contractor shall provide 98 percent germination to all hydro-seeded areas prior to turn over.10. Root BarriersA. Root barrier shall be "Deep Root" control barrier panels # UB 24-2 or approved equal. No cylinder root barriers shall be approved.B. Root barriers shall be install for all trees planted within 5 feet of any hardscaping.C. Contractor shall install root barriers per detail.11. Jute NettingA. Jute netting shall be uniform plain weave, flame-retardant mesh. Geo- jute, smolder resistant or approved equal. The mesh shall be green in color.B. Jute shall be 48 inches wide with a weight of .97 pounds per linear yard.12. GradesA. Prior to commencing any work the contractor shall carefully check all grades and verify that after all irrigation work and soil preparation completed, all grades will be per specified depth as per the landscape contractor's scope of work with a ± 1/10.13. GuaranteeA. All trees 15 gallon and larger the contractor shall guarantee for a period of one year.B. All trees smaller than 15 gallon and all other plant material shall be guaranteed for a period of 90 days.C. All plant material that is dead or dying or as directed by the engineer within the guarantee period shall be replaced at the cost of the contractor with 7 days of written notice.D. All replacement plant material shall be exact as specified in species and size. No substitutions shall be allowed unless written approval from the engineer is obtained.- END Of SECTION -SECTION 02900MAINTENANCE SPECIFICATIONS GENERAL1.Maintenance DurationA.Contractor shall maintain entire project within the contractor's scope of work until final approval forall work has been obtained to start the 90 calendar day maintenance at the contractor's expense.B.Contractor shall maintain all landscaped areas for a period o f 90 calendar days unless otherwisenoted.2.Turf MaintenanceA. Contractor shall mow weekly or more if needed all turf areas to a height between 3/4 inch and 21/2 inch depending on variety of turf.B. Contractor shall edge a turf areas a biweekly or more if needed.C. All clippings must be removed from sidewalks or adjacent areas.D. Contractor shall remove all excess clipping from turf areas.E. Contractor shall monitor watering to all turf areas and provide sufficient moisture levels to allturf area.3.Tree and Shrub MaintenanceA. Contractor shall remove any dead growth on all trees and shrubs as needed.B. No stripping of lower branches from any tree or shrub unless directed by the engineer.C. Trees and shrubs shall be pruned as directed by the engineer.D. No topping of any tree is allowed unless directed by the engineer.E. Contractor shall remove tree stakes when stakes are no longer needed.4.Weed ControlA. All tree and shrub basins and all areas must be weed free.B. Contractor shall apply pre-emergent herbicide where possible to prevent weeds as directed by a licensed pest control consultant.C. Contractor shall remove all weed from site manually or chemically5.Rodent ControlA. Contractor shall be responsible for maintaining a rodent free project.B. All measures to eradicate rodents must be as directed by a licensed pest control consultant.C. Contractor shall repair/replace all damaged caused by rodents under this section.6.FertilizationA. Contractor shall fertilize turf, slope and planter areas every 30 calendar days with approved fertilizer at the manufacture's recommended application rate.B. Approved fertilizers are 15-15-15, 16-6-8 and 21-7-147.Maintenance GeneralA. Edge groundcover as needed to maintain no growth over sidewalks, around tree and shrub basins or up walls or fences.B. Remove all trash weeklyC. Test complete irrigation system biweekly.8.Clean-UpA. Clean up shall take place on a daily basis, after each portion of work has been completed and as directed by the Owner's representative. The contractor shall legally remove from site any trash or material from his scope of work9.Final ApprovalA. All landscaped shall be inspected in it's entirety by the Owner's representative upon completion of 90 calendar day maintenance and have project turn over approved in writing.B. Contractor shall provide all charts, record drawings, turn over items etc. prior to finaI turn over.- END Of SECTION -PLANTING SPECIFICATIONS11LPS-1 of Murrieta
Murrieta, CA
(732035)
Preliminary Proposal
SHEET 01 ©2024 ALL RIGHTS RESERVED 2024-05-15
A&M ASSOCIATES, INC.
2727 N. CENTRAL AVENUE
PHOENIX, ARIZONA 85004
P: 602.263.6841
of Murrieta
Murrieta, CA
(732035)
Northwest Elevation
Composite Rendering
SHEET 02 ©2024 ALL RIGHTS RESERVED 2024-05-15

SPANDREL WINDOW GLAZING

PROVIDES ADDITIONAL

FENESTRATION

BUILDING STEP BACKS AND MASSING USED TO

BREAK UP BUILDING PLANES AND PROVIDE

COMPATIBILITY WITH THE SURROUNDING

ARCHITECTURE

AWNINGS, ARCADES AND WALL RECESSES
USED TO PROVIDE FORM AND MASSING.

ARTICULATION PROVIDED BY

CHANGES IN DEPTH AND COLOR ON
ALL ELEVATIONS.

A&M ASSOCIATES, INC.
2727 N. CENTRAL AVENUE
PHOENIX, ARIZONA 85004
P: 602.263.6841
49' - 0"

TOP OF ROOF

HIGH SIDE
50' - 0"
TOP OF

PARAPET
0' - 0"
1ST FLOOR
F.F.E.
40' - 0"

PEAK OF
ROOF
42' - 0"

LOW SIDE

OF EAVE
32' - 0"
TOP OF

PARAPET
33' - 4"

TOP OF ROOF

LOW SIDE
of Murrieta
Murrieta, CA
(732035)
Colors & Materials
SHEET 03 ©2024 ALL RIGHTS RESERVED 2024-09-05
0' - 0"
1ST FLOOR
F.F.E.
43' - 3"

TOP OF ROOF

LOW SIDE
50' - 0"

PEAK OF
ROOF
32' - 0"
TOP OF

PARAPET

MIXED LIGHT STONE

TERRA COTTA
COLORS
A F
GB
C
D
E

GALVALUME
SW 6767 AQUARIUM

SANDSTONE

IMPERIAL WHITE
WALNUT
1 2
3 4
KINGSPAN DESIGN WALL 2000 STUCCO TEXTURE

SCUPPERS
12"H CORNICE TRIM6
NUCOR ROOF PANELING7
LOCALLY SOURCED STACKED STONE8
9 10

SPANDREL WINDOWS
WOOD TEXTURED LAP PANELS W/ 2" GALVANIZED TRIM (installed over IMP)

TILT-UP CONCRETE LIGHT BROOM TEXTURE
9"H x 3"D ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS5

MATERIALS

SPANDREL WINDOW GLAZING PROVIDES

ADDITIONAL FENESTRATION

SPANDREL WINDOW GLAZING PROVIDES

ADDITIONAL FENESTRATION

BUILDING STEP BACKS AND MASSING USED TO BREAK UP BUILDING PLANES

AND PROVIDE COMPATIBILITY WITH THE SURROUNDING ARCHITECTURE

AWNINGS, ARCADES AND WALL RECESSES

USED TO PROVIDE FORM AND MASSING

ARTICULATION PROVIDED BY CHANGES IN

DEPTH AND COLOR ON ALL ELEVATIONS

ARTICULATION PROVIDED BY CHANGES IN

DEPTH AND COLOR ON ALL ELEVATIONS

SUPPORTED CANOPY

SUPPORTED CANOPY

PEDESTRIAN-ORIENTED SIGNAGE

FIXED AWNING
1 C
1 D
9 -
6 D
-
B
8 G
4 -
5 B
5 B
5 B
1 C
8 G
4 -
1 D
5 D
9 -
3 E
-
A
6' - 8" POP OUTS W/ 1"-6" EAVES
4" to 6" ARCADES
4" to 6" ARCADES
7 F

PROPOSED

SIGN AREA
D1 - THE PROPOSED IMP USES FULL-WIDTH PANELS. DO NOT CUT IMP DUE TO PAINT VARIATIONS. CONTACT THE DESIGNER AT A&M ASSOCI- ATES TO FIND A SOLUTION. P: 602.623.6841
D2 - THE PROPOSED PROJECT CONSISTS OF 42" WIDE IMP. DEVIATING FROM THIS SIZE PANEL WILL ALTER THE LYRICAL FIN DESIGN. PLEASE

CONTACT THE DESIGNER AT A&M ASSOCIATES SO THE PLAN DRAWINGS CAN BE UPDATED. P: 602.623.6841
GENERAL NOTES:
6' - 8" POP OUTS W/ 1"-6" EAVES
A&M ASSOCIATES, INC.
2727 N. CENTRAL AVENUE
PHOENIX, ARIZONA 85004
P: 602.263.6841

NORTH ELEVATION - BUILDING C
Scale: 1" = 20'

EAST ELEVATION - BUILDING C
Scale: 1" = 20'

SOUTH ELEVATION - BUILDING C
Scale: 1" = 20'

WEST ELEVATION - BUILDING C
Scale: 1" = 20'
of Murrieta
Murrieta, CA
(732035)
Colors & Materials
SHEET 04 ©2024 ALL RIGHTS RESERVED 2024-09-05
50' - 0"
TOP OF

PARAPET
0' - 0"
1ST FLOOR
F.F.E.
40' - 0"

PEAK OF
ROOF
42' - 0"

LOW SIDE

OF EAVE
32' - 0"
TOP OF

PARAPET
33' - 4"

TOP OF ROOF

LOW SIDE
45' - 4"

TOP OF ROOF

LOW SIDE
Storage: Load / Unload
0' - 0"
1ST FLOOR
F.F.E.
50' - 0"
TOP OF

PARAPET
49' - 0"

TOP OF ROOF

HIGH SIDE
11' - 0"
TOP OF

PARAPET
10' - 0"

TOP OF ROOF

LOW SIDE
D1 - THE PROPOSED IMP USES FULL-WIDTH PANELS. DO NOT CUT IMP DUE TO PAINT VARIATIONS. CONTACT THE DESIGNER AT A&M ASSOCI- ATES TO FIND A SOLUTION. P: 602.623.6841
D2 - THE PROPOSED PROJECT CONSISTS OF 42" WIDE IMP. DEVIATING FROM THIS SIZE PANEL WILL ALTER THE LYRICAL FIN DESIGN. PLEASE

CONTACT THE DESIGNER AT A&M ASSOCIATES SO THE PLAN DRAWINGS CAN BE UPDATED. P: 602.623.6841
GENERAL NOTES:

MIXED LIGHT STONE

TERRA COTTA
COLORS
A F
GB
C
D
E

GALVALUME
SW 6767 AQUARIUM

SANDSTONE

IMPERIAL WHITE
WALNUT
1 2
3 4
KINGSPAN DESIGN WALL 2000 STUCCO TEXTURE

SCUPPERS
12"H CORNICE TRIM6
NUCOR ROOF PANELING7
LOCALLY SOURCED STACKED STONE8
9 10

SPANDREL WINDOWS
WOOD TEXTURED LAP PANELS W/ 2" GALVANIZED TRIM (installed over IMP)

TILT-UP CONCRETE LIGHT BROOM TEXTURE
9"H x 3"D ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS5

MATERIALS

WALL RECESSESPEDESTRIAN-ORIENTED

SIGNAGE

SPANDREL WINDOW GLAZING PROVIDES

ADDITIONAL FENESTRATION

SPANDREL WINDOW GLAZING PROVIDES

ADDITIONAL FENESTRATION

BUILDING STEP BACKS AND MASSING USED TO BREAK UP BUILDING PLANES

AND PROVIDE COMPATIBILITY WITH THE SURROUNDING ARCHITECTURE

AWNINGS, ARCADES AND WALL RECESSES

USED TO PROVIDE FORM AND MASSING

ARTICULATION PROVIDED BY CHANGES IN

DEPTH AND COLOR ON ALL ELEVATIONS

ARTICULATION PROVIDED BY CHANGES IN

DEPTH AND COLOR ON ALL ELEVATIONS
1 D
5 B
9 -
6 D
1 C
8 G
7 F
4 -
2 -
1 D
1 C
4 -
8 G
7 F
5 D
6' - 8" POP OUTS W/ 1"-6" EAVES
6' - 8" POP OUTS W/ 1"-6" EAVES

FIXED AWNING

FIXED AWNING
4" to 6" ARCADES
4" to 6" ARCADES
A&M ASSOCIATES, INC.
2727 N. CENTRAL AVENUE
PHOENIX, ARIZONA 85004
P: 602.263.6841
of Murrieta
Murrieta, CA
(732035)
Material Board
SHEET 05 ©2024 ALL RIGHTS RESERVED 2024-05-15
Designwall 2000
(or Equivalent)
Stacked Stone
Light Stone

LOCALLY SOURCED
Tilt-Wall Concrete

LIGHT BROOM TEXTURE
Woodland Series

HORIZONTAL WOOD
WALNUT
NUCOR Roof Paneling

TERRA COTTA
A&M ASSOCIATES, INC.
2727 N. CENTRAL AVENUE
PHOENIX, ARIZONA 85004
P: 602.263.6841
ADARRRISERROOMELEC.ROOM

CUSTOMERLOBBY

EMERGENCYACCESS
ELECTRICALSUB. PANEL
1" CONDUIT TO W/ A208/480 VOLT, 40 AMPDEDICATED CIRCUITFOR FUTURE EVCS.

CUSTOMER ACCESSAREA LOBBY
TYPICAL U-BOX(5'x8')
U-Haul of MurrietaMurrieta, CAPROPOSEDBUILDING "C"FLOOR PLAN732035JSNH02/16/2023A2.1PROPOSED BUILDING FLOOR PLANSCALE: 1/8"=1'-0" STANDING SEAM DOUBLE LOCKMETAL ROOF, TYP.COLOR PER ELEVATIONS.SLOPE PER ARROW INDICATIONROOF BELOW

ROOF BELOW
3/8" PER 12"
3/8" PER 12"
1'-6" OVERHANG, TYPWHERE OCCURS

CANOPY BELOW

CANOPY BELOW
3/8" PER 12"3/8" PER 12"APPROX.4" PER 12"APPROX.4" PER 12" U-Haul of MurrietaMurrieta, CAPROPOSEDBUILDING "C"CONCEPTUAL ROOFPLAN732035NH-05/16/24A3.1PROPOSED ROOF PLAN (CONCEPTUAL)SCALE: 1/8"=1'-0"