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Home My WebLink About0003_8_PA 2021-28 - Exhibit G Design Review PackageGSPublisherVersion 266.90.90.100 Project No: 2012 Drawing Title133 W. PECK STREET LAKE ELSINORE, CA 92530 Contact: JORGE PEREZ CUETO Telephone: 951. 265.5477 Email: jorge@beingdesignstudio.com A 0.1 Drawing Number:CONCEPTUAL SITE PLAN &PROJECT DATAREQUEST FOR CONDITIONAL USE PERMIT FOR RDCONSTRUCTION32321 CORYDON ROADLAKE ELSINORE, CALIFORNIA 92530Project Title & Address:RD CONSTRUCTION32097 CORYDON ROADLAKE ELSINORE, CALIFORNIA 92530Client Information:Contact:BRAD WOODS Tel: 951.746.6689 E-mail: brad@rdconstructioncorp.comStamp:NO#SUBMITTAL | REVISIONDATEBEING DESIGN STUDIO #Project Name: #Pln: A 0.1 : CONCEPTUAL SITE PLAN & PROJECT DATACOPYRIGHT: OWNERSHIP OF THIS DOCUMENT: ALL IDEAS,DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE PROPERTY OF BEING DESIGN STUDIO, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATIONFOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF BEING DESIGN STUDIO, INC.CUP INITIAL SUBMITTAL7/21/21CUP r0CUP r1CUP REV 110/15/21CUP REV 2 (Planning)CUP r22/24/22CUP REV 3 (Planning)CUP r33/8/222327262524 19 18 1715141312 4 3 2 1 313029284321 1615141312111098 2235343332191817164241403938373626252423222120 765 109 11 8 7 6 5 2021 515049484746 454443 28 27 N 30'20'20'69'FRONT SET BACK186'-8"104'-4"REAR SET BACK1'SET BACK 89'74'164'20'-5 1/4"71'109'28'28'28' 28' 28'50'FROM CL OF ROAD18'36'18'36'20'69'FRONT SET BACK186'-8"54'50'-4"±10,204 SQ. FT. WAREHOUSE: MEZZANINE: OCCUPANCY: TYPE OF CONSTRUCTION: SPRINKLERED: V-B YES ±30,613 SQ. FT. ±5,074 SQ. FT. WAREHOUSE: MEZZANINE: PROPOSED BUILDING TWO +1268.00' FF (SEE CIVIL) +1267.33' PAD (SEE CIVIL) OCCUPANCY: TYPE OF CONSTRUCTION: SPRINKLERED: V-B YES ±16,613 SQ. FT. B & S-1B & S-1 SLOPESLOPEN 35° 48' 08" E 148.50' S 35° 48' 08" W 148.50'S 35° 48' 08" W 100.00'S 35° 48' 08" W 100.00' N 35° 48' 08" E 100.00'N 35° 48' 08" E 100.00'N 54° 13' 42" W400.00'S 54° 13' 42" E400.00'N 54° 13' 42" W400.00'N 54° 13' 42" W400.00'PROPOSED BUILDING ONE +1268.00' FF (SEE CIVIL) +1267.33' PAD (SEE CIVIL) TRASH ENCLOSURE STORAGE YARD (PERVIOUS GRAVEL SURFACE) TRASH ENCLOSURE LS ASSUMEDDEDICATIONLS WATER QUALITY BASINLS WATER QUALITY BASIN LS LS LS LS LS LS LS LSLS LSLS LS LS LS LS LS LS LS LS LSLSLS LS LS LS LS LS LS LS LS CORYDON ROAD (E) SIDEWALK EDGE OF (E) ROAD (E) STREET IMPROVEMENTS SIDEWALK MATCH (E) STREET IMPROVEMENTSMATCH (E) STREET IMPROVEMENTS DRIVEWAY AND GATE LANDSCAPEAPN: 370-080-007(E) CHANNEL DESIGNED TO REDUCE VELOCITY OF RUN OFF FROM (E) EARTHEN CHANNEL (E) FH LANDSCAPE ACCESSIBLE PARKING (TYP) AC BERM CL EDGE OF (E) ROAD EDGE OF PAVINGPLPLPLPLPL PL PL PL LS LS 12" CONC MOW STRIP AC PAVING ACCESSIBLE PARKING (TYP)APN: 370-080-006APN: 370-080-006APN: 370-080-020ALIGN (N) ASSUMED PROPERTY LINE LAND USE ACROSSCORYDON: VACANT LANDCITY OF WILDOMARLAND USE BEHIND:VACANT LAND (PA-3)LAND USE NEXT DOOR:PA-3 WITH AIRPORT OVERLAYLAND USE NEXT DOOR:PA-3 WITH AIRPORT OVERLAYON-SITE FIRE HYDRANT LOCATION MAY VARY THE PROPOSED PROJECT SHALL MERGE THREE LOTS INTO ONE FOR THE CONSTRUCTION OF TWO WAREHOUSE BUILDING SHELLS WITH CONSTRUCTION YARD. THERE ARE TWO BUILDING STRUCTURES LOCATED ON THE SITE THAT WILL BE DEMOLISHED . REQUIRED CONSTRUCTION OF ROAD IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY SUCH AS PORTIONS OF THE ROAD, WALKS, LANDSCAPE STRIP AND PUBLIC FIRE HYDRANT. THE BUILDING SHELLS SHALL CONSIST OF CMU BLOCK WALLS WITH STEEL TRUSSED | METAL DECK ROOF SYSTEM. INTERIOR WALLS CONSIST OF A COMBINATION OF CMU BLOCK AND METAL STUDS WITH GYPSUM BOARD. THE MEZZANINE FLOOR SHALL BE CONSTRUCTED OF CONCRETE METAL DECK OVER STEEL BEAMS. THE BUILDING SHELLS SHALL PROVIDE GENERAL ACCESSIBLE TOILET ROOMS AND UTLITY SINKS. GENERAL MECHANICAL, PLUMBING, ELETCRICAL AND FIRE SPRINKLERS SHALL BE PROVIDED AS REQUIRED. THE WAREHOUSE BELOW TH MEZZANINE AND THE MEZZANINE SHALL BE CONDITIONED SPACE. LEGAL DESCRIPTION FOR ALL 3 LOTS ASSESSORS PARCEL NUMBER PROJECT DATA GENERAL LAND USE PARKING PER TITLE 17 - ZONING LEMC & CBC CHAPTER 11B AREA & DENSITY CALCULATIONS BUILDINGS LANDSCAPE IMPERVIOUS AREA CONCRETE WALKS 47,226 SQ. FT.a PERVIOUS AREA 4,333 SQ. FT. TOTAL 102,604 SQ. FT. TOTAL TOTAL IMPERVIOUS AREA YARD (UNPAVED) LANDSCAPING IMPROVEMENTS INCLUDED IN CALCULATION 29,832 SQ. FT. 77.5% 22.5% = 15% MINIMUM REQUIRED LANDSCAPED AREA REQUIRED LANDSCAPED AREA TOTAL PARCEL SIZE ≥15%SO:15.48 % OKAY PERCENTAGE OF LOT COVERAGE TOTAL PERVIOUS AREA PERCENTAGE OF LOT COVERAGE LANDSCAPING IMPROVEMENTS NOTES a.)FOR PURPOSES OF THE AREA AND DENSITY CALCULATIONS, THE AREA OF THE BUILDING HAS BEEN MEASURED TO THE EXTERIOR SIDE OF THE WALLS AND THEREFORE WILL DIFFER FROM THE BUILDING AREA CALCULATION AS INDICATED IN THE 2019 CBC SECTION 202 (DEFINITIONS FOR "AREA, BUILDING"). SCOPE OF WORK AC PAVING (ROADS & YARDS)51,045 SQ. FT. MINIMUM BUILDING SETBACK FRONT SIDE & REAR BUILDING HEIGHT 15' NO SETBACK REQUIRED EXCEPT ADJACENT TO A PUBLIC RIGHT-OF-WAY OR A RESIDENTIAL USE. THEN MIN. OF 15' REQUIRED. 45' MAXIMUM LOT SIZE ± 132,432 SQ. FT. / ± 3.04 ACRES (3 LOTS COMBINED) 9,346 SQ. FT. 132,432 SQ. FT. 1 BLDG. 5,600 SQ. FT. 16,613 SQ. FT.WAREHOUSE OFFICE/ MEZ 16,613 / 1,000 CALC 5,600 / 500 17 11 STALLS REQ'D 28 SPACE AREA TOTAL 26 TO 50 2 ACCESSIBLE STALL PER CBC TABLE 11B-208.2 2 STANDARD STALLS (9'X18') PROVIDED ACCESSIBLE STALLS PROVIDED 26 2 BLDG. 10,204 SQ. FT. 30,613 SQ. FT.WAREHOUSE OFFICE/ MEZ 30,613 / 1,000 CALC 10,204 / 500 31 20 STALLS REQ'D 51 SPACE AREA TOTAL 51 TO 75 3 ACCESSIBLE STALL PER CBC TABLE 11B-208.2 4 STANDARD STALLS (9'X18') PROVIDED ACCESSIBLE STALLS PROVIDED 47 RECORDED BOOK/PAGE: MB 6/296 SUBDIVISION NAME: RESUB OF BLK D OF ELSINORE LOT/ PARCEL: 06, 07, & 20 BLOCK: F TRACT MAP: LAKE ELSINORE SPECIFIC PLAN: PLANNING AREA 3 OF THE EAST LAKE SPECIFIC PLAN, AMEMDMENT NO. 11 LAND USE DESIGNATION: ACTION SPORTS, TOURISM,COMMERCIAL & RECREATIONAL; AIRPORT OVERLAY 370-080-007, 370-080-006, AND 370-080-020 PLANNING 20,486 SQ. FT. 20,486 SQ. FT. 20,486 SQ. FT. PARKING FRONT AVE. 25', MIN. 20' FRONT PROPERTY LINES = 100' + 100' + 148.5' = 348.5' TOTAL 348.5' X 25' AVG = 8,712.5 SQ. FT. PARKING SETBACK MIN. 20' X 348.5' PLANTERS @ FRONT OF PARKING STALLS 9,039 SQ. FT. 6,970 SQ. FT.= 2,069 SQ. FT.= MIN. SETBACK + PLANTERS 8,7125.5 SQ. FT.<9,039 SQ. FT. FRONT PARKING SETBACK AVERAGE IS OVER REQUIREMENT SO: NCORYDON15ROADMISSIONTRAILBUNDY CANYON ROAD LEMON STREET WALNUT STREET GR A N D A V E N U ESKYLARK DRIVEPA L O M A R S T R E E T BR Y A N T S T R E E TSTONEMAN STREETCE R E A L S T R E E T LAKE ELSINORE MOTORSPORTS PARK ELSINORE LAKE ELSINORE HIGH SCHOOLANIMAL FRIENDSOF THE VALLEYLAKE C O M O S T PORTION OF SECTION 28, T.6S, R.4W THOMAS BROTHERS MAP PAGE: 896, GRID: J-4 LOCATION MAP M E L I N D A L N VICINITY MAP PROJECTSITE UTILITY SERVICE PROVIDERS WATER P.O. BOX 3000 31315 CHANEY STREET LAKE ELSINORE, CA 92530 ELSINORE VALLEY MUNICIPAL WATER DISTRICT TEL: (951) 674-3146 SEWER P.O. BOX 3000 31315 CHANEY STREET LAKE ELSINORE, CA 92530 ELSINORE VALLEY MUNICIPAL WATER DISTRICT TEL: (951) 674-3146 ELECTRIC 25620 JEFFERSON AVENUE MURRIETA, CA. 92562 SOUTHERN CALIFORNIA EDISON TEL: (877) 238-0092 GAS 24487 PRIELIPP ROAD WILDOMAR, CA. 92592 SOUTHERN CALIFORNIA GAS COMPANY TEL: (951) 249-8300 1" = 20'6SITE PLAN DRAWING INDEX A 0.1 CONCEPTUAL SITE PLAN AND PROJECT DATA A 1.1 BUILDING ONE CONCEPTUAL FLOOR PLANS A 1.2 BUILDING ONE CONCEPTUAL ROOF PLAN A 1.3 BUILDING ONE CONCEPTUAL EXTERIOR ELEVATIONS A 1.4 BUILDING ONE CONCEPTUAL COLORED EXTERIOR ELEVATIONS A 2.1 BUILDING TWO CONCEPTUAL FIRST FLOOR PLAN A 2.2 BUILDING TWO CONCEPTUAL ROOF PLANA 2.3 BUILDING TWO CONCEPTUAL EXTERIOR ELEVATIONSA 2.4 BUILDING TWO CONCEPTUAL MEZZANINE FLOOR PLAN A 2.5 BUILDING ONE BUILDING TWO BUILDING TWO CONCEPTUAL COLORED EXTERIOR ELEVATIONS SITE PLAN A 0.2 CONCEPTUAL SITE MODEL L 1.0 BUILDING TWO CONCEPTUAL FIRST FLOOR PLAN LANDSCAPE Project No: 2012 Drawing Title133 W. PECK STREET LAKE ELSINORE, CA. 92530 Contact: JORGE PEREZ CUETO Telephone: 951.265.5477 Email: jorge@beingdesignstudio.com A 0.2 Drawing Number:CONCEPTUAL MODELREQUEST FOR CONDITIONAL USE PERMIT FORRD CONSTRUCTION,32321 CORYDON ROADLAKE ELSINORE, CA. 92530Project Title & Address:RD CONSTRUCTION32097 CORYDON ROADLAKE ELSINORE, CA. 92530Client Information:Contact:BRAD WOODS Tel: 951.746.6689 E-mail: brad@rdconstructioncorp.comStamp:NO#SUBMITTAL | REVISIONDATECUP r0BEING DESIGN STUDIO CUP INITIAL SUBMITTAL7/21/21#Project Name: #Pln: A 0.2 : CONCEPTUAL MODELCOPYRIGHT: OWNERSHIP OF THIS DOCUMENT: ALL IDEAS,DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE PROPERTY OF BEING DESIGN STUDIO, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATIONFOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF BEING DESIGN STUDIO, INC.SITE AXONOMETRIC SITE AXONOMETRIC 2 BUILDING ONE ENTRYBUILDING ONE VIEW FROM STREET BUILDING TWO VIEW FROM STREET BUILDING TWO ENTIRIES Drawing: 1 of 5 Project No: 2012 Drawing Title133 W. PECK STREET LAKE ELSINORE, CA. 92530 Contact: JORGE PEREZ CUETO Telephone: 951.265.5477 Email: jorge@beingdesignstudio.com A 1.1 Drawing Number:BUILDING ONECONCEPTUAL FLOORPLANSREQUEST FOR CONDITIONAL USE PERMIT FORRD CONSTRUCTION32321 CORYDON ROADLAKE ELSINORE, CA. 92530Project Title & Address:RD CONSTRUCTION32097 CORYDON ROADLAKE ELSINORE, CA. 92530Client Information:Contact:BRAD WOODS Tel: 951.746.6689 E-mail: brad@rdconstructioncorp.comStamp:NO#SUBMITTAL | REVISIONDATECUP r0BEING DESIGN STUDIO CUP INITIAL SUBMITTAL7/21/21#Project Name: #Pln: A 1.1 : BUILDING ONE CONCEPTUAL FLOOR PLANSCOPYRIGHT: OWNERSHIP OF THIS DOCUMENT: ALL IDEAS,DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE PROPERTY OF BEING DESIGN STUDIO, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATIONFOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF BEING DESIGN STUDIO, INC.CUP r1CUP REV 110/15/211 2 3 4 5 E C A B D N 186'-8"89' 23'21'8'-8"36'-4"30'30'68'58'-8"3'12'3'-4"1'-10"8'13'-4" 5'-6" 2'19'-4"8'5'-4"2'3'-4"4'-8"5'9'6'-8"33'-4"14'3'-4"16'10'11'-4"12' 3'-4"8"4'-8"3'-4"21'-2"10'-2" 17' 6'-6"8'-8"5'UP ST/ STRUPSTR SMALL WAREHOUSE GN GN MENS WOMENS LARGE WAREHOUSE ELECT RM RISER RM (3,770 SQ. FT.) (12,695 SQ. FT.) STRUCTURAL COLUMN 10" MASONRY WALL (TYP) 8" MASONRY WALL STRUCTURAL COLUMN 1 2 3 4 5 E C A B D N 186'-8"89'30'30'68'58'-8"23'21'8'-8"36'-4"19'-4"8'4'-8"3'-4"40'3'-4"7'-4"3'-4"33'-4"3'-4"8'13'-4"8'10' 3'-4"3'-4"3'-4" 7' 10'5'-6" 2'2'5'-4"12' 3'-4"27'-6"6'-6" 5'6'4'-7"25'-10" 7'-6" 5'-8"3'-4"8"3'-4" DNDNUP MEZZANINE OPEN TO BELOW (5,017 SQ. FT.)STEP UP DECK CANOPY (TYP)CANOPY SMALL DECK ROOF ACCESS LADDER 1/8" = 1'-0"1BUILDING ONE FIRST FLOOR PLAN 1/8" = 1'-0"4BUILDING ONE MEZZANINE PLAN Drawing: 2 of 5 Project No: 2012 Drawing Title133 W. PECK STREET LAKE ELSINORE, CA. 92530 Contact: JORGE PEREZ CUETO Telephone: 951.265.5477 Email: jorge@beingdesignstudio.com A 1.2 Drawing Number:BUILDING ONECONCEPTUAL ROOF PLANREQUEST FOR CONDITIONAL USE PERMIT FORRD CONSTRUCTION32321 CORYDON ROADLAKE ELSINORE, CA. 92530Project Title & Address:RD CONSTRUCTION32097 CORYDON ROADLAKE ELSINORE, CA. 92530Client Information:Contact:BRAD WOODS Tel: 951.746.6689 E-mail: brad@rdconstructioncorp.comStamp:NO#SUBMITTAL | REVISIONDATECUP r0BEING DESIGN STUDIO CUP INITIAL SUBMITTAL7/21/21#Project Name: #Pln: A 1.2 : BUILDING ONE CONCEPTUAL ROOF PLANCOPYRIGHT: OWNERSHIP OF THIS DOCUMENT: ALL IDEAS,DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE PROPERTY OF BEING DESIGN STUDIO, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATIONFOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF BEING DESIGN STUDIO, INC.CUP r1CUP REV 110/15/211 2 3 4 5 E C A B D 89'186'-8"16'15'14' 7'-4"6'-8"26'7'-4"4'-4"21'-4"30'30'68'58'-8"23'21'8'-8"36'-4" 7'-2"2"8'4'-8"16'3'-4" 8'-4"7'-8" 1'5'-4"6'-6"6"7'-10"6"2'2'2'6'-8"3'1/4" MIN. SLOPE +27'-7 1/2"T.O. MTL DECKVALLEY1/2"SLOPE1/2"SLOPERIDGE 1/2"SLOPE1/2"SLOPERIDGE 1/2"SLOPE1/2"SLOPERIDGE V A L L E Y +27 '-7 1 /2" T.O. M T L D E C K +27 '-7 1 /2" T.O. M T L D E C K 1/4" MIN. SLOPE 1/4" MIN. SLOPE VALLEYV A L L E Y VALLEYV A L L E Y ROOF ACCESS CANOPY CANOPY 1/8" = 1'-0"1BUILDING ONE ROOF PLAN Drawing: 3 of 5 Project No: 2012 Drawing Title133 W. PECK STREET LAKE ELSINORE, CA. 92530 Contact: JORGE PEREZ CUETO Telephone: 951.265.5477 Email: jorge@beingdesignstudio.com A 1.3 Drawing Number:BUILDING ONECONCEPTUAL EXTERIORELEVATIONSREQUEST FOR CONDITIONAL USE PERMIT FORRD CONSTRUCTION32321 CORYDON ROADLAKE ELSINORE, CA. 92530Project Title & Address:RD CONSTRUCTION32097 CORYDON ROADLAKE ELSINORE, CA. 92530Client Information:Contact:BRAD WOODS Tel: 951.746.6689 E-mail: brad@rdconstructioncorp.comStamp:NO#SUBMITTAL | REVISIONDATECUP r0BEING DESIGN STUDIO CUP INITIAL SUBMITTAL7/21/21#Project Name: #Pln: A 1.3 : BUILDING ONE CONCEPTUAL EXTERIOR ELEVATIONSCOPYRIGHT: OWNERSHIP OF THIS DOCUMENT: ALL IDEAS,DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE PROPERTY OF BEING DESIGN STUDIO, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATIONFOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF BEING DESIGN STUDIO, INC.CUP r1CUP REV 110/15/219'-4"22'-8"4'30'-9 1/2"20'21'-4"12'B.O. RIBON T.O. RIBON 1ST FLOOR WAREHOUSE DOOR HEAD DOOR HEAD FG BELOW 1ST FLOOR WINDOW HEAD T.O.P. 514 513F9 515 509F8517 512506F5 503F2 502F1 516F8502F1 14'-10"22'-8"9'-4"6'-2"9'-4"30'-9 1/2"9'-4"12'20'32'-1 1/2"21'-4"12'B.O. RIBON T.O. RIBON 2nd FLOOR MEZ. 1ST FLOOR WAREHOUSE 2nd FLOOR MEZ. (STEP UP) T.O.P. T.O.P. 506F5 501 F1 503F2 514 504F3 513F9 509 F8 510F8509F8517 505 F7 506 F5 511 512 502F1 30'-9 1/2"12'20'32'-1 1/2"9'-4"4'30'-9 1/2"20'9'-4"14'2nd FLOOR MEZ. 1ST FLOOR WAREHOUSE STOREFRONT HEAD STOREFRONT HEAD T.O.P. T.O.P. 1ST FLOOR WAREHOUSE FG BELOW 1ST FLOOR WINDOW HEAD T.O.P. DOOR HEAD 506 F5 503 F2 514 517 502 F1 511 507 F4 512 509 F8513F9513F9 506 F5 501F1 511 504F3 4'30'-9 1/2"22'-8"21'-4"1ST FLOOR WAREHOUSE FG BELOW 1ST FLOOR T.O.P. B.O. RIBON T.O. RIBON 506 F5 503 F2 502 F1 508 F4 501 EXTERIOR ELEVATION PLAN KEYNOTES 503 505 506 507 508 502 504 509 510 511 512 EXTERIOR ELEVATION FINISHES F1 F2 F3 F4 NOTE: 1. ALL FINISHES MAY VARY. IT IS THE INTENTION OF THIS LEGEND TO MATCH ALL EXISTING FINSHES. GC TO FIELD VERIFY AND MATCH ALL FINISHES. PROVIDED SAMPLES FOR APPROVAL PRIOR TO INSTALLATION (ALLOW TIME FOR LONG LEAD ITEMS) . SAMPLES MUST BE PROVIDED IN COORDINATION WITH SCHEDULE. ALLOW 2 WEEKS FOR APPROVAL. 513 SEALED CMU BLOCK (FIELD) MANUFACTURER: 514 NATURAL GRAY PERCISION BLOCK FIELD (RUNNING BOND) JET BLACK PERCISION CMU BLOCK BANDING 2 COURSES TALL (RUNNING BOND) METAL PARAPET CAP 8" WIDE METAL DOWNSPOUT AND COLLECTOR 8" WIDE VETRICAL METAL CLAD ACCENT STRIP SIMILAR TO DOWNSPOUT C-CHANEL CANOPY BLACK ALUMINUM STOREFRONT SYSTEM WITH SOLAR GRAY GLAZING HOLLOW METAL DOOR METAL ROLL UP DOOR BLACK ALUMINUM STOREFRONT WINDOW WITH SOLAR GRAY GLAZING DOCK LEVELER DECORATIVE METAL GAURDRAIL METAL HAND | GAURDRAIL FIBER CEMENT CLAD WALL AND FRAME SYSTEM METAL CLAD ACCENT PANEL NATURAL GRAY PERCISION BLOCK PILASTER EXTERIOR LIGHT 515 516 517 ORCO BLOCK MATERIAL: COLOR:NATURAL GRAY MW PERCISION BLOCK SEALED CMU BLOCK (ACCESSENT) MANUFACTURER:ORCO BLOCK MATERIAL: COLOR:JET BLACK 250 MW PERCISION BLOCK CEMENT CLADDING PANEL MANUFACTURER:JAMES HARDIE BUILDING PRODUCTS MATERIAL: COLOR:LIGHT GRAY EXTERIOR TOPCOAT 7/16" THICK FIBER CEMENT PANEL (HZ10) METAL CLAD 1 MANUFACTURER:McELROY METALS, INC. OR APPROVED EQUAL MATERIAL: COLOR:PEWTER (KYNAR 500 PVDF) 22 GA ASTM A792 (50 KSI STEEL) F5 METAL CLAD 2 MANUFACTURER:McELROY METALS, INC. OR APPROVED EQUAL MATERIAL: COLOR:CHARCOAL (KYNAR 500 PVDF) 22 GA ASTM A792 (50 KSI STEEL) F6 METAL CLAD 3 MANUFACTURER:McELROY METALS, INC. OR APPROVED EQUAL MATERIAL: COLOR:MATTE BLACK (KYNAR 500 PVDF) 22 GA ASTM A792 (50 KSI STEEL) F7 METAL CLAD 4 MANUFACTURER:McELROY METALS, INC. OR APPROVED EQUAL MATERIAL: COLOR:COPPER METALIC PENNY (KYNAR 500 PVDF) 22 GA ASTM A792 (50 KSI STEEL) F8 PAINT 1 MANUFACTURER:DUNN EDWARDS MATERIAL: COLOR:BLACK DEA002 (LOW SHEEN) ARISTOSHIELD F9 PAINT 2 MANUFACTURER: MATERIAL: COLOR: DUNN EDWARDS CANADIAN LAKE DE6340 (LOW SHEEN) ARISTOSHIELD 1/8" = 1'-0"21NORTH CONCEPTUAL EXTERIOR ELEVATION 1/8" = 1'-0"15SOUTH CONCEPTUAL EXTERIOR ELEVATION 1/8" = 1'-0"8EAST CONCEPTUAL EXTERIOR ELEVATION 1/8" = 1'-0"2WEST CONCEPTUAL EXTERIOR ELEVATION Drawing: 4 of 5 Project No: 2012 Drawing Title133 W. PECK STREET LAKE ELSINORE, CA. 92530 Contact: JORGE PEREZ CUETO Telephone: 951.265.5477 Email: jorge@beingdesignstudio.com A 1.4 Drawing Number:BUILDING ONECONCEPTUAL COLOREDEXTERIOR ELEVATIONSREQUEST FOR CONDITIONAL USE PERMIT FORRD CONSTRUCTION32321 CORYDON ROADLAKE ELSINORE, CA. 92530Project Title & Address:RD CONSTRUCTION32097 CORYDON ROADLAKE ELSINORE, CA. 92530Client Information:Contact:BRAD WOODS Tel: 951.746.6689 E-mail: brad@rdconstructioncorp.comStamp:NO#SUBMITTAL | REVISIONDATECUP r0BEING DESIGN STUDIO CUP INITIAL SUBMITTAL7/21/21#Project Name: #Pln: A 1.4 : BUILDING ONE CONCEPTUAL COLORED EXTERIOR ELEVATIONSCOPYRIGHT: OWNERSHIP OF THIS DOCUMENT: ALL IDEAS,DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE PROPERTY OF BEING DESIGN STUDIO, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATIONFOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF BEING DESIGN STUDIO, INC.1/8" = 1'-0"15SOUTH CONCEPTUAL ELEVATION (COLOR) 1/8" = 1'-0"21NORTH ELEVATION (COLOR) 1/8" = 1'-0"8EAST ELEVATION (COLOR) 1/8" = 1'-0"2WEST CONCEPTUAL ELEVATION (COLOR) SAMPLE MATERIALS & COLORS MFR: ORCO BLOCK MATERIAL:PRECISION BLOCK COLOR: NATURAL GRAY MW MFR: McELROY METALS MATERIAL:24 GA GI METAL COLOR: CHARCOAL MFR: ORCO BLOCK MATERIAL:PRECISION BLOCK COLOR: JET BLACK 250 MW MFR: McELROY METALS MATERIAL: 24 GA GI METAL COLOR: PEWTER MFR: PPG MATERIAL: GLAZING COLOR: SOLAR GRAY MFR: McELROY METALS MATERIAL:24 GA GI METAL COLOR: MATTE BLACK STOREFRONT GLAZING MASONRY METALS MFR: GAF MATERIAL: ROOF TPO COLOR: WHITE PAINT MFR: DUNN EDWARDS MATERIAL: PAINT COLOR: CANADIAN LAKE DE6340 MFR: DUNN EDWARDS MATERIAL: PAINT COLOR: BLACK DEA002 ROOFING MFR: DUNN EDWARDS MATERIAL: PAINT COLOR: HEART THROB DET412 F1 F2 F5 F6 F7 F8 F9 MFR: JAMES HARDIE MATERIAL: FIBER CEMENT COLOR: NATURAL LT GRAYF3 FIBER CEMENT PANEL F4 Project No: 2012 Drawing Title133 W. PECK STREET LAKE ELSINORE, CA 92530 Contact: JORGE PEREZ CUETO Telephone: 951.265.5477 Email: jorge@beingdesignstudio.com A 2.1 Drawing Number:BUILDING TWOCONCEPTUAL FIRSTFLOOR PLANREQUEST FOR CONDITIONAL USE PERMIT FORRD CONSTRUCTION,32321 CORYDON ROADLAKE ELSINORE, CA, 92530Project Title & Address:RD CONSTRUCTION32097 CORYDON ROADLAKE ELSINORE, CA 92530Client Information:Contact:BRAD WOODS Tel: 951.746.6689 E-mail: brad@rdconstructioncorp.comStamp:NO#SUBMITTAL | REVISIONDATECUP r0BEING DESIGN STUDIO CUP INITIAL SUBMITTAL7/21/21#Project Name: #Pln: A 2.1 : BUILDING TWO CONCEPTUAL FIRST FLOOR PLANCOPYRIGHT: OWNERSHIP OF THIS DOCUMENT: ALL IDEAS,DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE PROPERTY OF BEING DESIGN STUDIO, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATIONFOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF BEING DESIGN STUDIO, INC.E C A 1 2 3 4 5 6 B D 8 97 N31'31'62'62'-8"7'30'30'15'15'30'30'7' 12'-4"10'-8"7'3'10'-8"8' 1' 10'-8" 1' 10'-8"5'-6" 1'-8" 8'20'-4" 5'-10"3'-4"3'-4"6'3'-4"10'-8"15'-4"3'-4"19'-4"19'-4"8'7'-4"186'-8"19'-4"8'3'-4"3'-4"3'-4"3'-4"16'13'-4"3'3'-4"12'5'-8"5'-8"12'3'-4"3' 164' 7'11' 5' 1'-2" 11'-3 3/4"10'-3 1/2"9'-4"13'-6"10'-8"8' 1'-8" 9'-11 3/4"7'-1/4" 3'-4" 1'-8"1'-8" 3'-4" 1'-8" 8' UP ST/ STR UP SMALL WAREHOUSE GN GN MENS WOMENS LARGE WAREHOUSE ST/ STR ELECT RM RISER RM (10,113 SQ. FT.) (20,500 SQ. FT.) STRUCTURAL COLUMN STRUCTURAL COLUMN STRUCTURAL COLUMN STRUCTURAL COLUMN (TYP) STRUCTURAL COLUMN (TYP) 10" MASONRY WALL (TYP) 8" MASONRY WALL 8" MASONRY WALL 1/8" = 1'-0"2BUILDING TWO FIRST FLOOR PLAN Project No: 2012 Drawing Title133 W. PECK STREET LAKE ELSINORE, CA 92530 Contact: JORGE PEREZ CUETO Telephone: 951.265.5477 Email: jorge@beingdesignstudio.com A 2.2 Drawing Number:BUILDING TWOCONCEPTUAL MEZZANINEFLOOR PLANREQUEST FOR CONDITIONAL USE PERMIT FORRD CONSTRUCTION,32321 CORYDON ROADLAKE ELSINORE, CA, 92530Project Title & Address:RD CONSTRUCTION32097 CORYDON ROADLAKE ELSINORE, CA 92530Client Information:Contact:BRAD WOODS Tel: 951.746.6689 E-mail: brad@rdconstructioncorp.comStamp:NO#SUBMITTAL | REVISIONDATECUP r0BEING DESIGN STUDIO CUP INITIAL SUBMITTAL7/21/21#Project Name: #Pln: A 2.2 : BUILDING TWO CONCEPTUAL MEZZANINE FLOOR PLANCOPYRIGHT: OWNERSHIP OF THIS DOCUMENT: ALL IDEAS,DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE PROPERTY OF BEING DESIGN STUDIO, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATIONFOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF BEING DESIGN STUDIO, INC.E C A 1 2 3 4 5 6 B D 8 97 N 164' 3'-4"3'3'3'-4"3'-4"30'3'-4"8"186'-8"3'-4"3'-4"26'3'-4"5'-4"14'8'7'30'30'15'15'30'30'7'31'31'62'62'-8"5'-4"14'8'3'-4"3'-4"10'-8"15'-4"3'-4"3'-4"8"3'-4"30'12'-4"3'-4"3'3'-4"7'-4"8' 1' 3'-4"3'-8"13'-8"3'-4"3'-4" 1'-8" 5'-8" 1'-8" 8'3'-9"1'10"DN DN STR MEZZANINE (OFFICE) STR OPEN TO BELOW (9,955 SQ. FT.) ROOF ACCESS LADDER STRUCTURAL COLUMN 10" MASONRY WALL (TYP) 8" MASONRY WALL STRUCTURAL COLUMN STRUCTURAL COLUMN 1/8" = 1'-0"2BUILDING TWO MEZZANINE PLAN Project No: 2012 Drawing Title133 W. PECK STREET LAKE ELSINORE, CA 92530 Contact: JORGE PEREZ CUETO Telephone: 951.265.5477 Email: jorge@beingdesignstudio.com A 2.3 Drawing Number:BUILDING TWOCONCEPTUAL ROOF PLANREQUEST FOR CONDITIONAL USE PERMIT FORRD CONSTRUCTION,32321 CORYDON ROADLAKE ELSINORE, CA, 92530Project Title & Address:RD CONSTRUCTION32097 CORYDON ROADLAKE ELSINORE, CA 92530Client Information:Contact:BRAD WOODS Tel: 951.746.6689 E-mail: brad@rdconstructioncorp.comStamp:NO#SUBMITTAL | REVISIONDATECUP r0BEING DESIGN STUDIO CUP INITIAL SUBMITTAL7/21/21#Project Name: #Pln: A 2.3 : BUILDING TWO CONCEPTUAL ROOF PLANCOPYRIGHT: OWNERSHIP OF THIS DOCUMENT: ALL IDEAS,DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE PROPERTY OF BEING DESIGN STUDIO, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATIONFOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF BEING DESIGN STUDIO, INC.E C A 1 2 3 4 5 6 B D 8 97 N 7'30'30'15'45'30'7'31'31'62'62'-8"164'186'-8"21'3'-8"13'-9"14'-4" 5'-8"1'-8"7'-4"9'19'-4"8'8'-8"1'23'7'-4"7'-4" 1'1' 7'-4"8'-8"1'19'-4"8'VALLEY1/2"SLOPE1/2"SLOPERIDGE1/2"SLOPE1/2"SLOPERIDGE VALLEY1/2"SLOPE1/2"SLOPERIDGEVALLEYVALLEYVALLEYVALLEY VALLEY1/2"SLOPE1/2"SLOPERIDGE 1/2"SLOPE1/2"SLOPERIDGE VALLEY1/2"SLOPE1/2"SLOPERIDGEVALLEYVALLEYVALLEYVALLEYRIDGE1/4" SLOPE 1/4" SLOPE 1/4" SLOPE 1/4" SLOPE ROOF ACCESS CANOPY CANOPY 1/8" = 1'-0"2BUILDING TWO ROOF PLAN Project No: 2012 Drawing Title133 W. PECK STREET LAKE ELSINORE, CA 92530 Contact: JORGE PEREZ CUETO Telephone: 951.265.5477 Email: jorge@beingdesignstudio.com A 2.4 Drawing Number:BUILDING TWOCONCEPTUAL EXTERIORELEVATIONSREQUEST FOR CONDITIONAL USE PERMIT FORRD CONSTRUCTION,32321 CORYDON ROADLAKE ELSINORE, CA, 92530Project Title & Address:RD CONSTRUCTION32097 CORYDON ROADLAKE ELSINORE, CA 92530Client Information:Contact:BRAD WOODS Tel: 951.746.6689 E-mail: brad@rdconstructioncorp.comStamp:NO#SUBMITTAL | REVISIONDATECUP r0BEING DESIGN STUDIO CUP INITIAL SUBMITTAL7/21/21#Project Name: #Pln: A 2.4 : BUILDING TWO CONCEPTUAL EXTERIOR ELEVATIONSCOPYRIGHT: OWNERSHIP OF THIS DOCUMENT: ALL IDEAS,DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE PROPERTY OF BEING DESIGN STUDIO, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATIONFOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF BEING DESIGN STUDIO, INC.4'30'-9 1/2"20'12'9'-4"22'-8"21'-4"1ST FLOOR WAREHOUSE DOOR HEAD FG BELOW 1ST FLOOR WINDOW HEAD T.O.P. 514 513F9 515 509F8 512 516F8 B.O. RIBON T.O. RIBON 517506F5 503F2 502F1 30'-9 1/2"12'20'32'-1 1/2"9'-4"12'22'-8"21'-4"2nd FLOOR MEZ. 1ST FLOOR WAREHOUSE T.O.P. T.O.P. 504F3 509 F8 506 F5 511 B.O. RIBON T.O. RIBON 506F5 503F2 502F1 STOREFRONT HEAD WINDOW HEAD 505 F7 508F4 511 511511 512 4'30'-9 1/2"22'-8"21'-4"30'-9 1/2"12'20'32'-1 1/2"1ST FLOOR WAREHOUSE FG BELOW 1ST FLOOR T.O.P. T.O. RIBON 506F5 503F2 502F1 507F4 506F5 504 F3 2nd FLOOR MEZ. T.O.P. T.O.P. 517512 513 F9509F8 1ST FLOOR WAREHOUSE 514 4'30'-9 1/2"22'-8"21'-4"30'-9 1/2"12'20'32'-1 1/2"1ST FLOOR WAREHOUSE FG BELOW 1ST FLOOR T.O.P. T.O. RIBON 506 F5 503 F2 502 F1 507 F4 506 F5504F3 2nd FLOOR MEZ. T.O.P. T.O.P. 517 512 513F9 509 F8 1ST FLOOR WAREHOUSE 513 F9 501 EXTERIOR ELEVATION PLAN KEYNOTES 503 505 506 507 508 502 504 509 510 511 512 EXTERIOR ELEVATION FINISHES F1 F2 F3 F4 NOTE: 1. ALL FINISHES MAY VARY. IT IS THE INTENTION OF THIS LEGEND TO MATCH ALL EXISTING FINSHES. GC TO FIELD VERIFY AND MATCH ALL FINISHES. PROVIDED SAMPLES FOR APPROVAL PRIOR TO INSTALLATION (ALLOW TIME FOR LONG LEAD ITEMS) . SAMPLES MUST BE PROVIDED IN COORDINATION WITH SCHEDULE. ALLOW 2 WEEKS FOR APPROVAL. 513 SEALED CMU BLOCK (FIELD) MANUFACTURER: 514 NATURAL GRAY PRECISION BLOCK FIELD (RUNNING BOND) JET BLACK PRECISION CMU BLOCK BANDING 2 COURSES TALL (RUNNING BOND) METAL PARAPET CAP 8" WIDE METAL DOWNSPOUT AND COLLECTOR 8" WIDE VETRICAL METAL CLAD ACCENT STRIP SIMILAR TO DOWNSPOUT C-CHANEL CANOPY BLACK ALUMINUM STOREFRONT SYSTEM WITH SOLAR GRAY GLAZING HOLLOW METAL DOOR METAL ROLL UP DOOR BLACK ALUMINUM STOREFRONT WINDOW WITH SOLAR GRAY GLAZING DOCK LEVELER DECORATIVE METAL GAURDRAIL METAL HAND | GAURDRAIL FIBER CEMENT CLAD WALL AND FRAME SYSTEM METAL CLAD ACCENT PANEL NATURAL GRAY PRECISION BLOCK PILASTER EXTERIOR LIGHT 515 516 517 ORCO BLOCK MATERIAL: COLOR:NATURAL GRAY MW PRECISION BLOCK SEALED CMU BLOCK (ACCESSENT) MANUFACTURER:ORCO BLOCK MATERIAL: COLOR:JET BLACK 250 MW PRECISION BLOCK CEMENT CLADDING PANEL MANUFACTURER:JAMES HARDIE BUILDING PRODUCTS MATERIAL: COLOR:LIGHT GRAY EXTERIOR TOPCOAT 7/16" THICK FIBER CEMENT PANEL (HZ10) METAL CLAD 1 MANUFACTURER:McELROY METALS, INC. OR APPROVED EQUAL MATERIAL: COLOR:PEWTER (KYNAR 500 PVDF) 22 GA ASTM A792 (50 KSI STEEL) F5 METAL CLAD 2 MANUFACTURER:McELROY METALS, INC. OR APPROVED EQUAL MATERIAL: COLOR:CHARCOAL (KYNAR 500 PVDF) 22 GA ASTM A792 (50 KSI STEEL) F6 METAL CLAD 3 MANUFACTURER:McELROY METALS, INC. OR APPROVED EQUAL MATERIAL: COLOR:MATTE BLACK (KYNAR 500 PVDF) 22 GA ASTM A792 (50 KSI STEEL) F7 METAL CLAD 4 MANUFACTURER:McELROY METALS, INC. OR APPROVED EQUAL MATERIAL: COLOR:COPPER METALIC PENNY (KYNAR 500 PVDF) 22 GA ASTM A792 (50 KSI STEEL) F8 PAINT 1 MANUFACTURER:DUNN EDWARDS MATERIAL: COLOR:BLACK DEA002 (LOW SHEEN) ARISTOSHIELD F9 PAINT 2 MANUFACTURER: MATERIAL: COLOR: DUNN EDWARDS CANADIAN LAKE DE6340 (LOW SHEEN) ARISTOSHIELD 1/8" = 1'-0"20NORTH 1/8" = 1'-0"14SOUTH 1/8" = 1'-0"8EAST 1/8" = 1'-0"2WEST Project No: 2012 Drawing Title133 W. PECK STREET LAKE ELSINORE, CA 92530 Contact: JORGE PEREZ CUETO Telephone: 951.265.5477 Email: jorge@beingdesignstudio.com A 2.5 Drawing Number:BUILDING TWOCONCEPTUAL COLOREDEXTERIOR ELEVATIONSREQUEST FOR CONDITIONAL USE PERMIT FORRD CONSTRUCTION,32321 CORYDON ROADLAKE ELSINORE, CA, 92530Project Title & Address:RD CONSTRUCTION32097 CORYDON ROADLAKE ELSINORE, CA 92530Client Information:Contact:BRAD WOODS Tel: 951.746.6689 E-mail: brad@rdconstructioncorp.comStamp:NO#SUBMITTAL | REVISIONDATECUP r0BEING DESIGN STUDIO CUP INITIAL SUBMITTAL7/21/21#Project Name: #Pln: A 2.5 : BUILDING TWO CONCEPTUAL COLORED EXTERIOR ELEVATIONSCOPYRIGHT: OWNERSHIP OF THIS DOCUMENT: ALL IDEAS,DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE PROPERTY OF BEING DESIGN STUDIO, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, ENGINEERING AND PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATIONFOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF BEING DESIGN STUDIO, INC.1/8" = 1'-0"20NORTH CONCEPTUAL ELEVATION (COLOR) 1/8" = 1'-0"14SOUTH CONCEPTUAL ELEVATION (COLOR) 1/8" = 1'-0"8EAST CONCEPTUAL ELEVATION (COLOR) 1/8" = 1'-0"2WEST CONCEPTUAL ELEVATION (COLOR) SAMPLE MATERIALS & COLORS MFR: ORCO BLOCK MATERIAL:PRECISION BLOCK COLOR: NATURAL GRAY MW MFR: McELROY METALS MATERIAL:24 GA GI METAL COLOR: CHARCOAL MFR: ORCO BLOCK MATERIAL:PRECISION BLOCK COLOR: JET BLACK 250 MW MFR: McELROY METALS MATERIAL: 24 GA GI METAL COLOR: PEWTER MFR: PPG MATERIAL: GLAZING COLOR: SOLAR GRAY MFR: McELROY METALS MATERIAL:24 GA GI METAL COLOR: MATTE BLACK STOREFRONT GLAZING MASONRY METALS MFR: GAF MATERIAL: ROOF TPO COLOR: WHITE PAINT MFR: DUNN EDWARDS MATERIAL: PAINT COLOR: CANADIAN LAKE DE6340 MFR: DUNN EDWARDS MATERIAL: PAINT COLOR: BLACK DEA002 ROOFING MFR: DUNN EDWARDS MATERIAL: PAINT COLOR: HEART THROB DET412 F1 F2 F5 F6 F7 F8 F9 MFR: JAMES HARDIE MATERIAL: FIBER CEMENT COLOR: NATURAL LT GRAYF3 FIBER CEMENT PANEL F4 SAMPLE MATERIALS & COLORS FOR RD CONSTRUCTION WAREHOUSES ON CORYDON LAKE ELSINORE, CA. 92530 MFR: ORCO BLOCK MATERIAL:PRECISION BLOCK COLOR: NATURAL GRAY MW MFR: McELROY METALS MATERIAL:24 GA GI METAL COLOR: CHARCOAL MFR: ORCO BLOCK MATERIAL:PRECISION BLOCK COLOR: JET BLACK 250 MW MFR: McELROY METALS MATERIAL: 24 GA GI METAL COLOR: PEWTER MFR: PPG MATERIAL: GLAZING COLOR: SOLAR GRAY MFR: McELROY METALS MATERIAL:24 GA GI METAL COLOR: MATTE BLACK STOREFRONT GLAZING DATE: 7/13/21 BEING DESIGN STRUDIO, INC. 133 W. PECK STREET LAKE ELSNORE, CA. 92530 TEL: 951.265.5477 MASONRYMETALS MFR: GAF MATERIAL: ROOF TPO COLOR: WHITE PAINT MFR: DUNN EDWARDS MATERIAL: PAINT COLOR: CANADIAN LAKE DE6340 MFR: DUNN EDWARDS MATERIAL: PAINT COLOR: BLACK DEA002 ROOFING MFR: DUNN EDWARDS MATERIAL: PAINT COLOR: HEART THROB DET412 F1 F2 F5 F6 F7 F8 F9 MFR: JAMES HARDIE MATERIAL: FIBER CEMENT COLOR: NATURAL LT GRAY F3 FIBER CEMENT PANEL F4 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>454443>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSSSSSSSSSSSSSSSSSFWFWFWFWFWFWFWFWFWFWPARCEL 4(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)1-800227-2600Underground Service Alert3C3CONCEPTUAL WET UTILITY PLANWET UTILITY NOTES:UTILITY AS-BUILT DATA:WATER DATA TABLE:SEWER DATA TABLE: 454443SCALE: SEE SHEETSHEET:OF 14REVISIONS DATE 09/30/22EXP. DATESIGNATURELLA 5508DATEOAIN R OFILACFET ATSAL ICENSE D L IHEPACSDNTCACETRIK GINOLM ROT.08/20/2021WEILAND DESIGN GROUP, INC. RD CONSTRUCTION CORP, CORYDON ROAD CITY OF LAKE ELSINORE, CA CORYDON ROAD - PARCEL MAP 6/296, PARCELS 06, 07, & 20 LANDSCAPE CONSTRUCTION PLANS 28924 OLD TOWN FRONT STREET, SUITE 202TEMECULA, CA 92590 P (844) WEILAND, XT 701 F (619) 675-3426EMAIL - KLONIGRO@W-D-G.COMCORPORATE OFFICE291 SIERRA WAVE SWALL MEADOWS, CA 93514 LANDSCAPE ARCHITECTURE + PLANNING + CONSTRUCTION MANAGEMENTDATE: 08/20/2021JOB # 21-049aDRAWN: KTL / MD08/20/2021CITY OF LAKE ELSINORE, CAPREPARED BY:WEILAND DESIGN GROUP, INC.28924 OLD TOWN FRONT STREET, SUITE 201-202TEMECULA, CA 92590CONTACT: KIM LONIGROEMAIL: klonigro@w-d-g.comPHONE: (844) WEILAND xt. 701SHEET INDEX:TITLE SHEETIRRIGATION PLANIRRIGATION DETAILSIRRIGATION NOTESPLANTING PLANPLANTING DETAILSPLANTING NOTESKEY MAPLT-01LI-01 - LI-04LI-05 - LI-06LI-07LP-01 - LP-04LP-05LP-06GENERAL NOTES:1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THESTART OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZEDREPRESENTATIVE OF ANY DISCREPANCIES IMMEDIATELY.2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO START OFCONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGE INCURRED DURINGCONSTRUCTION.3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. THIS SOILSREPORT SHALL SUPERCEDE ANY RECOMMENDATIONS AND DETAILS SHOWN ON THESEPLANS.4. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SLEEVES AS INDICATEDON THE IRRIGATION PLANS WITH THE PAVING CONTRACTOR.5. REFER TO SPECIFICATIONS / NOTES FOR ACCEPTED STANDARDS OF MATERIALS ANDWORKMANSHIP.6. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AND/OR GRADEDIFFERENCES WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADEDIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN & PLANPREPARATION. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THEATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTORSHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TOFAILURE TO GIVE SUCH NOTICE.7. THE LOCATION OF FEATURES TO BE CONSTRUCTED, NOT SPECIFICALLYDIMENSIONED, MAY BE DETERMINED BY SCALE. VERIFY ALL SUCH CONDITIONS WITHOWNER'S NOTIFICATION.8. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTHAND UNIFORM.9. ALL CONSTRUCTION AND INSTALLATION OF LANDSCAPE ITEMS SHALL BE PER LOCALCODES AND ORDINANCES.10. THE CONTRACTOR SHALL FULLY GUARANTEE ALL WORK FOR A PERIOD OF ONE (1)YEAR FROM FINAL ACCEPTANCE OF WORK BY OWNER'S AUTHORIZEDREPRESENTATIVE.11. CONTRACTOR SHALL BE RESPONSIBLE FOR WEED ABATEMENT AS RECOMMENDED BYA LICENSED PEST CONTROL OPERATOR DURING THE CONTRACTOR'S MAINTENANCEPERIOD.12. CONTRACTOR SHALL OBTAIN A CURRENT AGRONOMIC SOILS REPORT. THIS REPORTSHALL SUPERCEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS.13. THE LANDSCAPE CONTRACTOR IS TO ENSURE THAT IRRIGATION AND DRAIN LINESARE LOCATED AND INSTALLED SO THAT THE MATERIALS SHOWN ON THE PLANTINGPLANS MAY BE ACCOMMODATED. CONFLICTS SHALL BE COORDINATED WITH THELANDSCAPE ARCHITECT PRIOR TO FINAL PLACEMENT / INSTALLATION.14. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND SHALL BE RESPONSIBLE FORTHE PROPER INSTALLATION REFERENCED IN THE PLANS AND SPECIFICATIONS /NOTES. ANY CONSTRUCTION NOT MEETING THE APPROVAL OF THE OWNER'SAUTHORIZED REPRESENTATIVE OR THE LANDSCAPE ARCHITECT SHALL BE REPLACEDAT THE CONTRACTOR'S EXPENSE WITH ACCEPTABLE CONSTRUCTION.15. ALL DIMENSIONS SHALL BE VERIFIED AGAINST EXISTING CONDITIONS AND ANYDISCREPANCIES REPORTED TO THE OWNER'S AUTHORIZED REPRESENTATIVE.CORYDON ROAD - PARCEL MAP 6/296, PARCELS 06, 07, & 20PREPARED FOR:RD CONSTRUCTION CORP32097 CORYDON ROADLAKE ELSINORE, CA 92530-8535CONTACT: BRAD WOODSEMAIL: BRAD@RDCONSTRUCTIONCORP.COMPHONE: (951) 746-6689N.T.S.CORYDON ROADLIMIT OF WORKLIMIT OF WORKPROPOSEDBUILDINGEXISTINGPARKING (N.A.P.)VICINITY MAPN.T.S.12 - 56 - 789 - 1213141TITLE SHEETLT-01LANDSCAPE CONSTRUCTION PLANS FOR:RD CONSTRUCTION CORPPROPOSEDBUILDINGLI/LP-01LI/LP-02LI/LP-04LI/LP-03 PH = 1267.00>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>±10,204 SQ. FT.WAREHOUSE:MEZZANINE:OCCUPANCY:TYPE OF CONSTRUCTION:SPRINKLERED:V-BYES±30,613 SQ. FT.B & S-1>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)MMFCRSCALE: SEE SHEETSHEET:OF 14REVISIONS DATE 09/30/22EXP. DATESIGNATURELLA 5508DATEOAIN ROFILACFETA TSAL ICENSE D L IHEPACSDNTCACETRIK GINOLMROT.08/20/2021WEILAND DESIGN GROUP, INC. RD CONSTRUCTION CORP, CORYDON ROAD CITY OF LAKE ELSINORE, CA CORYDON ROAD - PARCEL MAP 6/296, PARCELS 06, 07, & 20 LANDSCAPE CONSTRUCTION PLANS 28924 OLD TOWN FRONT STREET, SUITE 202TEMECULA, CA 92590 P (844) WEILAND, XT 701 F (619) 675-3426 EMAIL - KLONIGRO@W-D-G.COMCORPORATE OFFICE291 SIERRA WAVE SWALL MEADOWS, CA 93514 LANDSCAPE ARCHITECTURE + PLANNING + CONSTRUCTION MANAGEMENTDATE: 08/20/2021JOB # 21-049aDRAWN: KTL / MD08/20/20212IRRIGATION PLANLI-010 5' 10' 20' 30'SCALE - 1" = 10'-0"NORTHMATCHLINE 'A' - SEE SHEET LI-02 CORYDON ROADMATCHLINE 'D' - SEE SHEET LI-04IRRIGATION LEGENDDISTRIBUTION EQUIPMENTSYM. MANUF.RAD. PSIMODEL#GPMDESCRIPTIONADDITIONAL EQUIPMENTSYM. MANUF. MODEL#HUNTERMATCOHUNTER759 SERIES FULL PORT BALL VALVE, LINE SIZESOLAR-SYNC-SEN-ET SENSOR & AUTOMATIC RAIN SHUT OFF (2)1" WATER METER PER DEVELOPERPIPE / NOTESSYM. MANUF. MODEL#SCH 40 PVC LATERAL LINE - SIZE AS NOTED W/12" COVER1.25" CL 315 PVC MAINLINE - W/18" COVERSCH 40 PVC SLEEVE - TWICE LINE SIZE CARRIED WITHINPWPPWPPWP8'-15'PCZ-101 DRIP REMOTE ZONE KIT CONTROL VALVEHUNTERHUNTERRAINBIRD401.19.72MCRXP-1200X 8Q,HFHCC MODULAR CONTROLLER WITH EZ-DM DECODER MODULE ANDEZ-1 MODULES AS REQUIRED (2)90AS APPROVEDPGV-XXX REMOTE CONTROL VALVE, SEE PLAN FOR SIZE180HUNTER0.6 GPHHDL-CV-06-18DRIPLINE W/18"SPACING (SHRUB)-3090 180RAINBIRDPRECRATE.41.41 SIDE STRIPSXP-1200X 15SST401.195' X 30'G.P.M.HYDRO ZONEVALVE SIZEVALVE NUMBERPROS-06-PRS-30PCN-500.5TREE BUBBLERS(2 PER SYMBOL)- 30MHUNTER HC-100, 1" FLOW METER (2)SUPERIOR 3200100 NORMALLY CLOSED MASTER CONTROL VALVE (2)009QT SERIES, 1" R/P BACKFLOW PREVENTION ASSEMBLYW/ MODEL 777 WYE STRAINERWATTS2-1/2" SCH. 40 PVC PIPEGPM35 TO 50NOTE:SIZE EXCEED DESIGNATED GPM RANGE.PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE CONTRACTOR SHALL SIZE ALL LATERAL LINES PER3/4" SCH. 40 PVC PIPE1" SCH. 40 PVC PIPE1-1/2" SCH. 40 PVC PIPE2" SCH. 40 PVC PIPE1-1/4" SCH. 40 PVC PIPEGPMPIPE SIZING CHARTGPMGPMGPMGPM5 TO 100 TO 510 TO 1515 TO 2525 TO 35FHUNTERXERI-POPSPRAYHDL-R-06-18 SERIES TECHLINE INSTALL PER MANUFACTURES RECOMMENDATION, ALL PLANTER DRIPLINESHALL BE INSTALLED WITH PLD-ARV AIR RELIEF VALVE. EACH SYSTEM SHALL HAVE A MANUAL FLUSHVALVE END FLUSH SEE DETAIL. DRIP SYSTEMS SHALL HAVE ECO-ID DRIP SYSTEM INDICATOR INSTALLEDPER MANUFACTURES RECOMENDATION. PH = 1267.00>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>OCCUPANCY:TYPE OF CONSTRUCTION:SPRINKLERED:V-BYESB & S-1>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFWFWFWFW(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)FMSCALE: SEE SHEETSHEET:OF 14REVISIONS DATE 09/30/22EXP. DATESIGNATURELLA 5508DATEOAIN ROFILACFETA TSAL ICENSE D L IHEPACSDNTCACETRIK GINOLMROT.08/20/2021WEILAND DESIGN GROUP, INC. RD CONSTRUCTION CORP, CORYDON ROAD CITY OF LAKE ELSINORE, CA CORYDON ROAD - PARCEL MAP 6/296, PARCELS 06, 07, & 20 LANDSCAPE CONSTRUCTION PLANS 28924 OLD TOWN FRONT STREET, SUITE 202TEMECULA, CA 92590 P (844) WEILAND, XT 701 F (619) 675-3426 EMAIL - KLONIGRO@W-D-G.COMCORPORATE OFFICE291 SIERRA WAVE SWALL MEADOWS, CA 93514 LANDSCAPE ARCHITECTURE + PLANNING + CONSTRUCTION MANAGEMENTDATE: 08/20/2021JOB # 21-049aDRAWN: KTL / MD08/20/20213IRRIGATION PLANLI-020 5' 10' 20' 30'SCALE - 1" = 10'-0"NORTHIRRIGATION GENERAL NOTES1. IRRIGATION SYSTEM AS DRAWN ON PLANS IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY ANDSHALL BE INSTALLED IN PLANTING AREAS.2. DISCREPANCIES BETWEEN PLANS AND ACTUAL FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZEDREPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY.CONTRACTOR SHALL NOT INSTALL THE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS ORGRADE DIFFERENCES EXIST.3. IRRIGATION HEADS SHALL BE LOCATED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALKS, AND STRUCTURES AND NOT SCALED OFF OF DRAWINGS. DO NOTLOCATE TREES OR TALLER SHRUBS IN LOCATIONS WHERE THEY WILL BLOCK IRRIGATION HEADS AND PREVENT ADEQUATE COVERAGE.4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND MAINTAINING THE LATEST EDITION OF LOCAL GUIDELINES AND SPECIFICATIONS FOR LANDSCAPEDEVELOPMENTS AT THE SITE AT ALL TIMES.5. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZE THEMSELVES WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS,FENCES, WOOD STRUCTURES, CONCRETE STRUCTURES, BUILDINGS, UTILITIES, ETC. THE CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH THE GENERALCONTRACTOR AND OTHER SUBCONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAVING AND OTHER STRUCTURES. CONTRACTORSHALL NOT INSTALL ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN DIRECT CONFLICT WITH UNDERGROUND UTILITIES, STRUCTURES, PERMANENTIMPROVEMENTS OR PEDESTRIAN AND VEHICULAR SAFETY CONSIDERATIONS.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SLEEVES UNDER ALL PAVED AREAS PRIOR TO PAVING INSTALLATION. SLEEVING SHALL BE SCH. 40 PVCPIPE, TWICE THE LINE SIZE CARRIED, AND GROUPED TOGETHER WHERE FEASIBLE. SLEEVING SHALL ALSO BE BURIED MIN. 24" UNDER PEDESTRIAN PAVEMENT, AND MIN.30" UNDER VEHICULAR PAVEMENT, OR PER LOCAL GOVERNING CODES AND REGULATIONS, WHICHEVER IS MORE STRINGENT. REFER TO IRRIGATION LEGEND/NOTES FORSPECIFICATIONS.7. CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION AND PROVIDE THESE TO THE OWNER'S AUTHORIZED REPRESENTATIVE IN WRITING.8. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER, AND BACKFLOW UNIT TO BE OF MATERIAL AS REQUIRED BY CURRENT WATER DISTRICT.9. CONTRACTOR SHALL VERIFY IN THE FIELD WITH THE OWNER'S AUTHORIZED REPRESENTATIVE, AND THE LOCAL GOVERNING AGENCY REPRESENTATIVE, ALLLOCATIONS OF POINT OF CONNECTIONS, WATER METERS, MAIN WATER SUPPLY LINE, BACKFLOW PREVENTER, AUTOMATIC CONTROLLER RAIN SWITCH, AND VALVES,PRIOR TO CONSTRUCTION.10. POINT OF CONNECTION TO BE AT SERVICE LINE DOWNSTREAM OF WATER METER, VERIFY LOCATION, TYPE AND SIZE PRIOR TO CONSTRUCTION.11. CONTRACTOR SHALL THOROUGHLY FLUSH ALL LINES AND ADJUST ALL HEADS FOR OPTIMUM SYSTEM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS,STREETS, AND STRUCTURES SUCH AS BUILDINGS, WALLS, FENCES, ETC. THIS SHALL INCLUDE, BUT IS NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENTSCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OFNOZZLES WITH ADJUSTABLE ARC UNITS.12. ALL SHRUB HEADS ADJACENT TO LAWN AND PAVED AREAS SHALL BE MOUNTED ON 6" BODIES MIN. OR PER LOCAL GUIDELINES. ALL OTHER SHRUB SPRAY HEADSMAY BE MOUNTED ON RISERS 12" ABOVE FINISH GRADE WITH OWNER'S PRIOR APPROVAL. ALL LAWN HEADS SHALL BE MOUNTED ON 4" POP-UP BODIES MIN. OR PERLOCAL GUIDELINES. ALL LAWN ROTOR HEADS SHALL BE MOUNTED ON 4" POP-UP BODIES OR PER LOCAL GUIDELINES.13. ALL CONTROL EQUIPMENT, SUCH AS REMOTE CONTROL VALVES, BALL VALVES, AND QUICK COUPLER VALVES SHALL BE LOCATED IN SHRUB PLANTER AREAS.14. CONTRACTOR SHALL COORDINATE THE LOCATION OF IRRIGATION PIPING WITH THE LOCATION OF TREES (REFER TO PLANTING PLAN) AND SHALL MAINTAIN A MIN.OF 5 FEET CLEARANCE BETWEEN PIPING AND TRUNKS OF TREES WHEREVER POSSIBLE. CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OFANY DISCREPANCIES PRIOR TO CONSTRUCTION.15. CONTRACTOR SHALL INSTALL BELOW HEAD CHECK VALVES AND/OR IN-LINE CHECK VALVES (SIZE AS REQUIRED) AS REQUIRED TO ELIMINATE ALL LOW HEADDRAINAGE.16. ALL IRRIGATION CONSTRUCTION AND INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL AND REGIONAL GOVERNING CODES.17. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.18. LOCATE ALL IRRIGATION HEADS AND LINES 8" FROM SIDEYARD PROPERTY LINES ADJACENT TO FENCES, WALLS, ETC. AND 2" FROM SIDEYARD PROPERTY LINES INLAWN AREAS WHERE OCCURS.19. FOR ALL SPRAY HEADS THAT REQUIRE GREATER THAN 30% REDUCTION OF FULL FLOW RADIUS, THE CONTRACTOR SHALL USE THE APPROPRIATE PRESSURECOMPENSATING DEVICE (RAINBIRD PCS-XXX).20. CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR/OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION.21. CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS.MEASUREMENTS FOR PROPER GROUND SHALL BE VERIFIED AT LEAST ONCE PRIOR TO HOMEOWNER OCCUPANCY, AND NECESSARY ADJUSTMENTS SHALL BE MADE TOCOMPLY WITH MANUFACTURER'S SPECIFICATIONS.MATCHLINE' A' - SEE SHEET LI-01 MATCHLINE 'B' - SEE SHEET LI-03IRRIGATION LEGENDDISTRIBUTION EQUIPMENTSYM. MANUF.RAD. PSIMODEL#GPMDESCRIPTIONADDITIONAL EQUIPMENTSYM. MANUF. MODEL#HUNTERMATCOHUNTER759 SERIES FULL PORT BALL VALVE, LINE SIZESOLAR-SYNC-SEN-ET SENSOR & AUTOMATIC RAIN SHUT OFF (2)1" WATER METER PER DEVELOPERPIPE / NOTESSYM. MANUF. MODEL#SCH 40 PVC LATERAL LINE - SIZE AS NOTED W/12" COVER1.25" CL 315 PVC MAINLINE - W/18" COVERSCH 40 PVC SLEEVE - TWICE LINE SIZE CARRIED WITHINPWPPWPPWP8'-15'PCZ-101 DRIP REMOTE ZONE KIT CONTROL VALVEHUNTERHUNTERRAINBIRD401.19.72MCRXP-1200X 8Q,HFHCC MODULAR CONTROLLER WITH EZ-DM DECODER MODULE ANDEZ-1 MODULES AS REQUIRED (2)90AS APPROVEDPGV-XXX REMOTE CONTROL VALVE, SEE PLAN FOR SIZE180HUNTER0.6 GPHHDL-CV-06-18DRIPLINE W/18"SPACING (SHRUB)-3090 180RAINBIRDPRECRATE.41.41 SIDE STRIPSXP-1200X 15SST401.195' X 30'G.P.M.HYDRO ZONEVALVE SIZEVALVE NUMBERPROS-06-PRS-30PCN-500.5TREE BUBBLERS(2 PER SYMBOL)- 30MHUNTER HC-100, 1" FLOW METER (2)SUPERIOR 3200100 NORMALLY CLOSED MASTER CONTROL VALVE (2)009QT SERIES, 1" R/P BACKFLOW PREVENTION ASSEMBLYW/ MODEL 777 WYE STRAINERWATTS2-1/2" SCH. 40 PVC PIPEGPM35 TO 50NOTE:SIZE EXCEED DESIGNATED GPM RANGE.PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE CONTRACTOR SHALL SIZE ALL LATERAL LINES PER3/4" SCH. 40 PVC PIPE1" SCH. 40 PVC PIPE1-1/2" SCH. 40 PVC PIPE2" SCH. 40 PVC PIPE1-1/4" SCH. 40 PVC PIPEGPMPIPE SIZING CHARTGPMGPMGPMGPM5 TO 100 TO 510 TO 1515 TO 2525 TO 35FHUNTERXERI-POPSPRAYHDL-R-06-18 SERIES TECHLINE INSTALL PER MANUFACTURES RECOMMENDATION, ALL PLANTER DRIPLINESHALL BE INSTALLED WITH PLD-ARV AIR RELIEF VALVE. EACH SYSTEM SHALL HAVE A MANUAL FLUSHVALVE END FLUSH SEE DETAIL. DRIP SYSTEMS SHALL HAVE ECO-ID DRIP SYSTEM INDICATOR INSTALLEDPER MANUFACTURES RECOMENDATION.CORYDON ROAD >>>>>>>>>>>>>>>>>>>>>>>>>>>>>43±5,600 SQ. FT.WAREHOUSE:MEZZANINE:PROPOSED BUILDING 2TBD FFTBD PADOCCUPANCY:TYPE OF CONSTRUCTION:SPRINKLERED:V-BYES±16,801 SQ. FT.B & S-1SSSSSSSSFWFWFWCRSCALE: SEE SHEETSHEET:OF 14REVISIONS DATE 09/30/22EXP. DATESIGNATURELLA 5508DATEOAIN R OFILACFET ATSAL ICENSE D L IHEPACSDNTCACETRIK GINOLM ROT.08/20/2021WEILAND DESIGN GROUP, INC. RD CONSTRUCTION CORP, CORYDON ROAD CITY OF LAKE ELSINORE, CA CORYDON ROAD - PARCEL MAP 6/296, PARCELS 06, 07, & 20 LANDSCAPE CONSTRUCTION PLANS 28924 OLD TOWN FRONT STREET, SUITE 202TEMECULA, CA 92590 P (844) WEILAND, XT 701 F (619) 675-3426EMAIL - KLONIGRO@W-D-G.COMCORPORATE OFFICE291 SIERRA WAVE SWALL MEADOWS, CA 93514 LANDSCAPE ARCHITECTURE + PLANNING + CONSTRUCTION MANAGEMENTDATE: 08/20/2021JOB # 21-049aDRAWN: KTL / MD08/20/20214IRRIGATION PLANLI-030 5' 10' 20' 30'SCALE - 1" = 10'-0"NORTHMATCHLINE 'B' - SEE SHEET LI-02MATCHLINE 'C' - SEE SHEET LI-04 IRRIGATION LEGENDDISTRIBUTION EQUIPMENTSYM. MANUF.RAD. PSIMODEL#GPMDESCRIPTIONADDITIONAL EQUIPMENTSYM. MANUF. MODEL#HUNTERMATCOHUNTER759 SERIES FULL PORT BALL VALVE, LINE SIZESOLAR-SYNC-SEN-ET SENSOR & AUTOMATIC RAIN SHUT OFF (2)1" WATER METER PER DEVELOPERPIPE / NOTESSYM. MANUF. MODEL#SCH 40 PVC LATERAL LINE - SIZE AS NOTED W/12" COVER1.25" CL 315 PVC MAINLINE - W/18" COVERSCH 40 PVC SLEEVE - TWICE LINE SIZE CARRIED WITHINPWPPWPPWP8'-15'PCZ-101 DRIP REMOTE ZONE KIT CONTROL VALVEHUNTERHUNTERRAINBIRD401.19.72MCRXP-1200X 8Q,HFHCC MODULAR CONTROLLER WITH EZ-DM DECODER MODULE ANDEZ-1 MODULES AS REQUIRED (2)90AS APPROVEDPGV-XXX REMOTE CONTROL VALVE, SEE PLAN FOR SIZE180HUNTER0.6 GPHHDL-CV-06-18DRIPLINE W/18"SPACING (SHRUB)-3090 180RAINBIRDPRECRATE.41.41 SIDE STRIPSXP-1200X 15SST401.195' X 30'G.P.M.HYDRO ZONEVALVE SIZEVALVE NUMBERPROS-06-PRS-30PCN-500.5TREE BUBBLERS(2 PER SYMBOL)- 30MHUNTER HC-100, 1" FLOW METER (2)SUPERIOR 3200100 NORMALLY CLOSED MASTER CONTROL VALVE (2)009QT SERIES, 1" R/P BACKFLOW PREVENTION ASSEMBLYW/ MODEL 777 WYE STRAINERWATTS2-1/2" SCH. 40 PVC PIPEGPM35 TO 50NOTE:SIZE EXCEED DESIGNATED GPM RANGE.PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE CONTRACTOR SHALL SIZE ALL LATERAL LINES PER3/4" SCH. 40 PVC PIPE1" SCH. 40 PVC PIPE1-1/2" SCH. 40 PVC PIPE2" SCH. 40 PVC PIPE1-1/4" SCH. 40 PVC PIPEGPMPIPE SIZING CHARTGPMGPMGPMGPM5 TO 100 TO 510 TO 1515 TO 2525 TO 35FHUNTERXERI-POPSPRAYHDL-R-06-18 SERIES TECHLINE INSTALL PER MANUFACTURES RECOMMENDATION, ALL PLANTER DRIPLINESHALL BE INSTALLED WITH PLD-ARV AIR RELIEF VALVE. EACH SYSTEM SHALL HAVE A MANUAL FLUSHVALVE END FLUSH SEE DETAIL. DRIP SYSTEMS SHALL HAVE ECO-ID DRIP SYSTEM INDICATOR INSTALLEDPER MANUFACTURES RECOMENDATION.NOTE:THESE SUGGESTED RUN TIMES ARE FOR REFERENCEONLY. ACTUAL RUN TIMES MAY DIFFER DUE TOVARYING SITE CONDITIONS. CONTRACTOR SHALLADJUST RUN TIMES AS REQUIRED TO PROVIDEAPPROPRIATE WATER FOR EACH VALVE CIRCUIT.NOTE:CONTROLLER IS SET TO RUN MULTIPLE VALVESSIMULTANEOUSLY TO ADHERE TO THE WATERINGWINDOW REQUIREMENTSSTATIC WATER PRESSURE WAS NOT AVAILABLE AT TIME OF SYSTEM DESIGN.SYSTEM WAS DESIGNED FOR A MINIMUM REQUIRED STATIC WATER PRESSUREOF 75 PSI. CONTRACTOR SHALL VERIFY EXISTING STATIC WATER PRESSUREPRIOR TO COMMENCING WORK. IF STATIC WATER PRESSURE IS LESS THAN THE75 PSI MINIMUM REQUIRED PRESSURE THEN CONTRACTOR SHALL NOTIFY THELANDSCAPE ARCHITECT IMMEDIATELY FOR DIRECTION ON HOW TO PROCEED. ASTATIC WATER PRESSURE LOWER THAN 75 PSI. WILL REQUIRE THE ADDITION OFAN IRRIGATION BOOSTER PUMP, SAID BOOSTER PUMP SHALL BE AS SPECIFIEDBY LANDSCAPE ARCHITECT, AND SHALL BE ISSUED AS AN ADDENDUM TO THEORIGINAL BID. FAILURE TO NOTIFY THE LANDSCAPE ARCHITECT SHALL PLACEALL REQUIRED REPAIRS/EQUIPMENT AND OTHER RELATED COST AS THE FULLRESPONSIBILITY OF THE IRRIGATION CONTRACTOR. >>>>>>>>>>>>>>>>>>>>>>>>>>>>>454443±10,204 SQ. FT.WAREHOUSE:MEZZANINE:PROPOSED BUILDING1TBD FFTBD PADOCCUPANCY:±30,613 SQ. FT.B & S-1SSSSSSSSFWFWFWFWFWFWFWFWSCALE: SEE SHEETSHEET:OF 14REVISIONS DATE 09/30/22EXP. DATESIGNATURELLA 5508DATEOAIN ROFILACFETA TSAL ICENSE D L IHEPACSDNTCACETRIK GINOLMROT.08/20/2021WEILAND DESIGN GROUP, INC. RD CONSTRUCTION CORP, CORYDON ROAD CITY OF LAKE ELSINORE, CA CORYDON ROAD - PARCEL MAP 6/296, PARCELS 06, 07, & 20 LANDSCAPE CONSTRUCTION PLANS 28924 OLD TOWN FRONT STREET, SUITE 202TEMECULA, CA 92590 P (844) WEILAND, XT 701 F (619) 675-3426 EMAIL - KLONIGRO@W-D-G.COMCORPORATE OFFICE291 SIERRA WAVE SWALL MEADOWS, CA 93514 LANDSCAPE ARCHITECTURE + PLANNING + CONSTRUCTION MANAGEMENTDATE: 08/20/2021JOB # 21-049aDRAWN: KTL / MD08/20/20215IRRIGATION PLANLI-040 5' 10' 20' 30'SCALE - 1" = 10'-0"NORTHMATCHLINE 'D' - SEE SHEET LI-01MATCHLINE 'C' - SEE SHEET LI-03 IRRIGATION LEGENDDISTRIBUTION EQUIPMENTSYM. MANUF.RAD. PSIMODEL#GPMDESCRIPTIONADDITIONAL EQUIPMENTSYM. MANUF. MODEL#HUNTERMATCOHUNTER759 SERIES FULL PORT BALL VALVE, LINE SIZESOLAR-SYNC-SEN-ET SENSOR & AUTOMATIC RAIN SHUT OFF (2)1" WATER METER PER DEVELOPERPIPE / NOTESSYM. MANUF. MODEL#SCH 40 PVC LATERAL LINE - SIZE AS NOTED W/12" COVER1.25" CL 315 PVC MAINLINE - W/18" COVERSCH 40 PVC SLEEVE - TWICE LINE SIZE CARRIED WITHINPWPPWPPWP8'-15'PCZ-101 DRIP REMOTE ZONE KIT CONTROL VALVEHUNTERHUNTERRAINBIRD401.19.72MCRXP-1200X 8Q,HFHCC MODULAR CONTROLLER WITH EZ-DM DECODER MODULE ANDEZ-1 MODULES AS REQUIRED (2)90AS APPROVEDPGV-XXX REMOTE CONTROL VALVE, SEE PLAN FOR SIZE180HUNTER0.6 GPHHDL-CV-06-18DRIPLINE W/18"SPACING (SHRUB)-3090 180RAINBIRDPRECRATE.41.41 SIDE STRIPSXP-1200X 15SST401.195' X 30'G.P.M.HYDRO ZONEVALVE SIZEVALVE NUMBERPROS-06-PRS-30PCN-500.5TREE BUBBLERS(2 PER SYMBOL)- 30MHUNTER HC-100, 1" FLOW METER (2)SUPERIOR 3200100 NORMALLY CLOSED MASTER CONTROL VALVE (2)009QT SERIES, 1" R/P BACKFLOW PREVENTION ASSEMBLYW/ MODEL 777 WYE STRAINERWATTS2-1/2" SCH. 40 PVC PIPEGPM35 TO 50NOTE:SIZE EXCEED DESIGNATED GPM RANGE.PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE CONTRACTOR SHALL SIZE ALL LATERAL LINES PER3/4" SCH. 40 PVC PIPE1" SCH. 40 PVC PIPE1-1/2" SCH. 40 PVC PIPE2" SCH. 40 PVC PIPE1-1/4" SCH. 40 PVC PIPEGPMPIPE SIZING CHARTGPMGPMGPMGPM5 TO 100 TO 510 TO 1515 TO 2525 TO 35FHUNTERXERI-POPSPRAYHDL-R-06-18 SERIES TECHLINE INSTALL PER MANUFACTURES RECOMMENDATION, ALL PLANTER DRIPLINESHALL BE INSTALLED WITH PLD-ARV AIR RELIEF VALVE. EACH SYSTEM SHALL HAVE A MANUAL FLUSHVALVE END FLUSH SEE DETAIL. DRIP SYSTEMS SHALL HAVE ECO-ID DRIP SYSTEM INDICATOR INSTALLEDPER MANUFACTURES RECOMENDATION. SCALE: SEE SHEETSHEET:OF 14REVISIONS DATE 09/30/22EXP. DATESIGNATURELLA 5508DATEOAIN ROFILACFETA TSAL ICENSE D L IHEPACSDNTCACETRIK GINOLMROT.08/20/2021WEILAND DESIGN GROUP, INC. RD CONSTRUCTION CORP, CORYDON ROAD CITY OF LAKE ELSINORE, CA CORYDON ROAD - PARCEL MAP 6/296, PARCELS 06, 07, & 20 LANDSCAPE CONSTRUCTION PLANS 28924 OLD TOWN FRONT STREET, SUITE 202TEMECULA, CA 92590 P (844) WEILAND, XT 701 F (619) 675-3426 EMAIL - KLONIGRO@W-D-G.COMCORPORATE OFFICE291 SIERRA WAVE SWALL MEADOWS, CA 93514 LANDSCAPE ARCHITECTURE + PLANNING + CONSTRUCTION MANAGEMENTDATE: 08/20/2021JOB # 21-049aDRAWN: KTL / MD08/20/20216IRRIGATION DETAILSLI-05F.G.BALL VALVEN.T.S.LEGEND13651112347812910BALL VALVEPVC SCH 80 UNION- 2" OR LINE SIZE (KING BROS.OR EQUAL)PVC SCH 40 FEMALE ADAPTER TYP.SHORT PVC SCH 80 NIPPLE TYP. (LENGTH ASREQUIRED)STANDARD PLASTIC VALVE BOX - SIZE ASREQUIRED TO FIT ALL COMPONENTS AS SHOWNTYP.1" ABOVE FINISH GRADEPVC SCH 40; 45 DEG. ELL (SxS) TYP.PVC PRESSURE PIPE6" OF CRUSHED ROCKBRICK OR CONC. SUPPORTS ON 90% COMPACTEDSUBGRADE (4) PLACES8" MAX.2" MIN.18" MIN.1234567891011121312152" MIN.6913171011718163414FLOW528F.G.REMOTE CONTROL VALVE1"=1'-0"LEGEND1 REMOTE CONTROL VALVE2 SOLENOID3 WATERPROOF WIRE SPLICE CONNECTORS4 CONTROL WIRES, BUNDLE AND TEPE (W/ 4' MIN. EXTRA WIRE)5 PVC SCH. 80 UNION6 VALVE BOX (BROOKS, CHRISTY, OR EQUAL APPROVED) SIZE AS REQ'D. TO FIT ALL COMPONENTS AS SHOWN - TYP.7 PVC NON-PRESSURE PIPE8 PVC PRESSURE PIPE9 PVC SCH. 80 NIPPLE - LENGTH AS REQ'D. - TYP.10 PVC SCH. 40 FEMALE ADAPTER11 1" ABOVE FINISH GRADE12 PVC SCH. 40 TEE (SSS) OR ELL (SS) ON MAINLINE13 BRICK OR CONCRETE SUPPORTS ON 90% COMPACTED SUBGRADE - (4) PLACES14 UNDISTURBED/ 90% CONPACTED SUBGRADE15 6" OF CRUSHED ROCK16 18" MIN.17 12" MIN.NOTE:CONTRACTOR SHALL INCLUDE A CHRISTY'S IRRIGATIONI.D. TAG ATTACHED TO VALVE BONNET BOLT. TAG SHALLINDICATE CONTROLLER AND STATION NUMBERBVALVE BOX LID NOTES:VALVE BOX LIDS SHALL BE MARKED W/BRANDING IRON NOTING CONTROLLER # ANDSTATION #. LETTERS & NUMBERS SHALL BE 2"x2" MINIMUM AND CONSISTENT SIZE.ALL THREADED PIPE AND FITTINGS SHALL BE ASSEMBLED USINGTEFLON TAPE OR EQUAL, APPLIED TO THE MALE THREADS ONLY.AFLOWDRIP VALVEN.T.S.PVC LATERAL-SEE PLAN FOR SIZEWYE STRAINER-PER IRRIG. LEGENDPRESSURE REGULATOR PER IRRIGATIONLEGENDVALVE BOX- INSTALL 1" ABOVE FINISH GRADE.MARK LID WITH "RCV" AND STATION #.PVC MAINLINE- SEE PLAN FOR SIZEBRICK SUPPORT-FULL PERIMETERPVC SCH 80 NIPPLE (TYP.) (LENGTH AS REQ'D)REMOTE CONTROL VALVE1 CU. FT. CRUSHED GRAVEL1" ABOVE FINISH GRADE18" MIN.PVC MALE ADAPTER-SPECIFIED LINE SIZE TOVALVE THREAD SIZE.123456789101112LEGEND101156912873214NOTE:CONTRACTOR SHALL INCLUDE A CHRISTY'S IRRIGATIONI.D. TAG ATTACHED TO VALVE BONNET BOLT. TAG SHALLINDICATE CONTROLLER AND STATION NUMBERVALVE BOX LID NOTES:VALVE BOX LIDS SHALL BE MARKED W/BRANDINGIRON NOTING CONTROLLER # AND STATION #.LETTERS & NUMBERS SHALL BE 2"x2" MINIMUMAND CONSISTENT SIZE.ALL THREADED PIPE AND FITTINGS SHALL BE ASSEMBLED USINGTEFLON TAPE OR EQUAL, APPLIED TO THE MALE THREADS ONLY.IRRIGATION TRENCHINGN.T.S.75MIN.6"232"4MIN. 2"1512" MIN.MIN.6PVC NON-PRESSURE PIPEPVC PRESSURE PIPECONTROL WIRE BUNDLE APPROVED BACKFILLUNDISTURBED SOILFINISH GRADEREFER TO NOTES OR 18"MIN.LEGENDALL PIPE AND WIRE TO BE SLEEVED UNDERHARDSCAPE (REFER TO SLEEVE INSTALLATIONDETAIL.)BUNDLE AND TAPE WIRE AT 10' INTERVALSTIE A LOOSE 20" LOOP IN WIRING AT CHANGEIN DIRECTION GREATER THAN 30 DEGREES.ATTACH ALL LOOPS AFTER ALL CONNETIONSHAVE BEEN MADE.ALL PLASTIC PIPING TO BE SNAKED INTRENCHES.1.2.3.4.NOTES7543216N.T.S.DRIPLINE - END FEEDARLF2" TO 4" FROM EDGEDRIPLINE "END FEED" LAYOUTLINE FLUSHING VALVEPLUMBED TO PVC OR POLYPERIMETER LATERALSPVC OR POLY EXHAUST HEADERBERM)(CENTERED ON MOUND ORBLANK DRIPLINE TUBINGAREA PERIMETERDRIPLINE TUBING LATERALCONNECTIONDRIPLINEMALE ADAPTERPVC OR POLY SUPPLY HEADERPLUMBED TO PVC OR POLYFLUSH VALVEREFER TO LEGENDAIR/VACUUM RELIEF VALVE ATEACH HIGHPOINT - REFER TOLEGEND (IF LINE IS BURIED)LFLFARPVC OR POLY SUPPLY HEADERPVC OR POLY EXHAUST HEADERAREA PERIMETERDRIPLINE TUBING LATERALDRIP ZONE CONTROL KIT2" TO 4" FROM EDGEPERIMETER LATERALSCONNECTIONDRIPLINE STARTMALE ADAPTERCONNECTIONDRIPLINE STARTPLUMBED TO PVC OR POLYFLUSH VALVE(CENTERED ON MOUND OR BERM)BLANK DRIPLINE TUBINGN.T.S.DRIPLINE - CENTER FEEDREFER TO LEGENDREFER TO LEGENDAIR/VACUUM RELIEF VALVE -REFER TO LEGEND(IF LINE IS BURIED)75648931021IRRIGATION SLEEVINGN.T.S.91087456312HARDSCAPE SURFACEAPPROVED BACKFILLCLEAN GRANITE SAND (REFER TO ENG.PLANS/REPORT FOR SPECIFIC MATERIALAND COMPACTION REQUIREMENTS)PVC NON-PRESSURE LINE W/ SLEEVEPVC PRESSURE PIPE W/ SLEEVELOW VOLTAGE CONTROL WIRES, SLEEVESIZE AS REQUIRED6" CLEARANCE6" MINMIN. 24"UNDER PEDESTRIAN PAVEMENT;MIN. 30" UNDER VEHICULAR PAVEMENT(OR PER LOCAL CODE)2" CLEARANCELEGEND1. ALL PVC IRRIGATION SLEEVES TO BE SCH. 40 PIPE. UNLESS OTHERWISE NOTEDON THE IRRIGATION LEGEND.2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT.3. ALL SLEEVES TO BE SIZED TWICE THE DIA. OF THE PIPE RUN.4. ALL SLEEVES TO EXTEND MIN. 12" BEYOND HARDSCAPE EDGES.NOTESCDEFGHJVALVE BOX LID NOTES:VALVE BOX LIDS SHALL BE MARKED W/BRANDING IRON NOTING BALL VALVE. LETTERS &NUMBERS SHALL BE 2"x2" MINIMUM AND CONSISTENT SIZE.ALL THREADED PIPE AND FITTINGS SHALL BE ASSEMBLED USINGTEFLON TAPE OR EQUAL, APPLIED TO THE MALE THREADS ONLY.RN.T.S.FLOW SENSOR5' TYP.NOTES:24" MIN.12" MIN.AUTOMATIC IRRIGATION CONTROLLER PERIRRIGATION LEGEND - REFER TO PLANCONNECT TO CONTROLLER HOUSING PERMANUFACTURER SPECIFICATIONSCOMMON WIREEXTERIOR BUILDING WALLTRANSFORMER PLUG-IN AT WALLRECEPTACLEPLASTIC ELECTRICAL RIGID CONDUITU.F. DIRECT BURIALFINISH GRADEELECTRICAL CONDUIT COUPLING123456789LEGEND7869543211. MAINTAIN CONTROLLER PER MANUFACTURINGSPEC'S.2. ALL WIRING SHALL BE INSTALLED PER LOCALCODES, RULES, AND REGULATIONS.3. MAINTAIN 12" MIN. CLEARANCE BETWEENCONTROLLER CABINET AND PERPENDICULAR BUILDINGWALLS.N.T.S.WALL MOUNT CONTROLLER (OUTDOOR)CONTROLLER PER PLANCONDUIT FROM SOLAR SYNCSENSOR TO CONTROLLER OR TO APOINT 12" BELOW GRADESUITABLE POST, POLE, OR GUTTERMOUNT. MOUNT IN LOCATIONWHERE SENSOR CAN RECEIVE FULLSUN, IS OPEN TO RAINFALL ANDOUT OF SPRINKLER SPRAY PATTERNMODEL: SOLAR SYNC SENSORPOWER SOURCECOMMUNICATION WIRE, 18-2(WIRETYPE TO MEET INSTALLATION CODEREQUIREMENTS), FROM MODULE TOSENSOR. MAXIMUM TOTAL WIREDISTANCE, 200 FEETMODEL SOLAR SYNC MODULEMOUNTED INSIDE OF CONTROLLERN.T.S.SOLAR SYNC SYSTEM WITH CONTROLLER336645421215PLANT MATERIALFINISH GRADEMICRO-SPRAY POP-UP, SEE LEGEND1/2" POLYETHYLENE TUBING1/4" SELF-PIERCING BARB CONNECTOR:1/4" DISTRIBUTION TUBINGNOZZLE SEE LEGENDDRIP IRRIGATION RETRO FITN.T.S.LEGEND771235678910117SLIP x MIPT SCH 40 PVC ADAPTER (2NEEDED)10" ROUND VALVE BOX, REFER TOSPECIFICATIONS, DO NOT CUTADDITIONAL HOLES IN BOX10-14" LENGTH OF POLYETHYLENETUBING FOR FLUSHING OUTSIDE OFBOXSCH 40 PVC BALL VALVE, (LINE SIZE)CLOSED NIPPLE (2)PVC SCH 40 FIPT x FIPT ELL (3)FINISH GRADE - REFER TO PLAN8" PVC SCH 80 RISER3 /4" GRAVEL SUMP IN, UNDER ANDAROUND VALVE BOX, FILL TO TOP OFHOLESINSTALL FILTER FABRIC AROUNDGRAVEL SUMP INSIDE VALVE BOXDRIP TUBING OR LATERAL LINE,REFER TO SPECIFICATIONS3"2" MIN.47LEGEND241128566391011TOP VIEWSECTION VIEWFLUSH VALVEN.T.S.KLM SCALE: SEE SHEETSHEET:OF 14REVISIONS DATE 09/30/22EXP. DATESIGNATURELLA 5508DATEOAIN ROFILACFETA TSAL ICENSE D L IHEPACSDNTCACETRIK GINOLMROT.08/20/2021WEILAND DESIGN GROUP, INC. RD CONSTRUCTION CORP, CORYDON ROAD CITY OF LAKE ELSINORE, CA CORYDON ROAD - PARCEL MAP 6/296, PARCELS 06, 07, & 20 LANDSCAPE CONSTRUCTION PLANS 28924 OLD TOWN FRONT STREET, SUITE 202TEMECULA, CA 92590 P (844) WEILAND, XT 701 F (619) 675-3426 EMAIL - KLONIGRO@W-D-G.COMCORPORATE OFFICE291 SIERRA WAVE SWALL MEADOWS, CA 93514 LANDSCAPE ARCHITECTURE + PLANNING + CONSTRUCTION MANAGEMENTDATE: 08/20/2021JOB # 21-049aDRAWN: KTL / MD08/20/20217IRRIGATION DETAILSLI-06LEGEND:12ECO INDICATOR - ECOIDFLEXSG TUBING - FLEXSG3LATERAL PIPE PER PLAN4FPT CONNECTION FROM LATERAL5FINISHED GRADE IN TURF1234786ADJACENT MULCH7FINISHED GRADE IN PLANTER BED65SPIRAL BARB ELBOW - HSBE-XXX9MARLEX STREET ELBOW894RHM.EI.02N.T.S.DRIPLINE INDICATOR (HUNTER)N.T.S.DRIPLINE - CURVELINEAR PLANTER BEDFNP SCALE: SEE SHEETSHEET:OF 14REVISIONS DATE 09/30/22EXP. DATESIGNATURELLA 5508DATEOAIN ROFILACFETA TSAL ICENSE D L IHEPACSDNTCACETRIK GINOLMROT.08/20/2021WEILAND DESIGN GROUP, INC. RD CONSTRUCTION CORP, CORYDON ROAD CITY OF LAKE ELSINORE, CA CORYDON ROAD - PARCEL MAP 6/296, PARCELS 06, 07, & 20 LANDSCAPE CONSTRUCTION PLANS 28924 OLD TOWN FRONT STREET, SUITE 202TEMECULA, CA 92590 P (844) WEILAND, XT 701 F (619) 675-3426 EMAIL - KLONIGRO@W-D-G.COMCORPORATE OFFICE291 SIERRA WAVE SWALL MEADOWS, CA 93514 LANDSCAPE ARCHITECTURE + PLANNING + CONSTRUCTION MANAGEMENTDATE: 08/20/2021JOB # 21-049aDRAWN: KTL / MD08/20/20218IRRIGATION NOTESLI-072. SUBMIT CATALOGUE DATA AND FULL DESCRIPTIVE LITERATURE FOR APPROVAL OF ITEMS SHALL BE BORNE BY THE PARTY RESPONSIBLE THERETOFORE.1. LIEN RELEASES FOR COMPLETED WORK SHALL BE SUBMITTED PRIOR TO PAYMENT FOR ACCEPTANCE OR REJECTION IN WRITING WITHIN A REASONABLE TIME.ACCEPTABILITY OF PROPOSED SUBSTITUTION, AND WILL NOTIFY THE CONTRACTOR OF SUBSTITUTION WITH PLANS. THE OWNER'S AUTHORIZED REPRESENTATIVE WILL DETERMINE DOCUMENTED WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF PROPOSED AUTHORIZED REPRESENTATIVE. ANY REQUEST FOR SUBSTITUTIONS SHALL BE 2. THERE SHALL BE NO SUBSTITUTIONS WITHOUT PRIOR APPROVAL OF THE OWNER'S 1. ANY EXTRAS SHALL BE APPROVED IN WRITING BY THE OWNER PRIOR TO ANY SWALES AND PIPING OF ACCUMULATED DEBRIS RESULTING FROM CONSTRUCTION 17. THE CONTRACTOR SHALL THOROUGHLY CLEAN OUT ALL EXISTING CONCRETE DRAINAGE SIGHT-EXPOSED SURFACES, AND ALL WORK AREAS, TO VERIFY THAT THE ENTIRE WORK IS 16. PRIOR TO FINAL INSPECTION THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF FINGERPRINTS, LABELS, AND OTHER FOREIGN MATERIALS FROM SIGHT-EXPOSED SURFACES.15. THE CONTRACTOR SHALL REMOVE GREASE, MASTIC, ADHESIVES, DUST, DIRT, STAINS, CONSTRUCTION DEBRIS, ETC., FROM THE PROJECT SITE.14. THE CONTRACTOR SHALL REMOVE ALL TOOLS, UN-INSTALLED MATERIALS, AND 13. THE CONTRACTOR SHALL EXECUTE FINAL CLEANING PRIOR TO FINAL INSPECTION.MATERIALS, EXCEPT IN DESIGNATED STORAGE OR STOCKPILING AREAS.MAINTAIN ROADWAYS AND WALKWAYS FREE FROM CONSTRUCTION OR EXCAVATED ON A REGULAR BASIS UNTIL CONSTRUCTION IS FINISHED. THE CONTRACTOR SHALL ALSO CONSTRUCTION AREAS AS CONSTRUCTION PROGRESSES, AND SHALL CONTINUE CLEANING 12. DURING CONSTRUCTION, THE CONTRACTOR SHALL CLEAN SPACES ADJACENT TO THE CLEANING MATERIAL MANUFACTURER.CONTRACTOR SHALL USE CLEANING MATERIALS ONLY ON SURFACES RECOMMENDED BY CREATE HAZARDS TO HEALTH OR PROPERTY AND WHICH WILL NOT DAMAGE SURFACES. THE 11. THE CONTRACTOR SHALL USE ONLY THOSE CLEANING MATERIALS WHICH WILL NOT OPERATIONS SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, REGULATIONS, MATERIAL OFF-SITE AT AN APPROVED LEGAL DISPOSAL SITE. ALL CLEANING AND DISPOSAL RUBBISH ON THE PROJECT SITE AND SHALL PERIODICALLY DISPOSE OF ALL WASTE 10. THE CONTRACTOR SHALL CONTROL THE ACCUMULATION OF WASTE MATERIALS AND AND CONSTRUCTION PRIOR TO SUBSTANTIAL COMPLETION INSPECTION.9. THE CONTRACTOR SHALL REMOVE ALL TEMPORARY MATERIALS, EQUIPMENT, SERVICES CONSTRUCTION AREAS WHEN NECESSARY.CONSTRUCTION ACTIVITIES, AND TO DIRECT TRAFFIC THROUGH AND AROUND THE 8. THE CONTRACTOR SHALL POST SIGNS AS REQUIRED TO ALERT TRAFFIC TO SITE DURING THE ENTIRE CONSTRUCTION PERIOD.7. THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS THROUGHOUT THE PROJECT DRIVEWAYS, SIDEWALKS, AND ADJACENT FACILITIES.6. THE CONTRACTOR SHALL ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, AN APPROVED LEGAL DISPOSAL SITE. VERIFY EXISTING CONDITIONS PRIOR TO DEMOLITION.5. ALL REMOVED ORGANIC OR INORGANIC MATERIAL SHALL BE PROPERLY DISPOSED OF AT WORK OF HIS SUBCONTRACTORS. HE SHALL BE RESPONSIBLE FOR ITS ACCURACY.FOREMAN ON THE JOB WHO SHALL BE IN CHARGE OF THE ENTIRE WORK, INCLUDING THE 4. CONDUCT OF THE WORK: THE CONTRACTOR, SHALL AT ALL TIMES, KEEP A COMPETENT RUBBISH FROM THE PREMISES AND KEEP THE JOB CLEAN AT ALL TIMES. HE SHALL PROTECT 3. CLEANING: IT SHALL BE THE DUTY OF EACH SUBCONTRACTOR TO REMOVE HIS OWN END OF SECTIONF. PAYMENT:THE SAID WORK.E. EXTRAS AND SUBSTITUTIONS:OPERATIONS.CONSTRUCTION.CLEAN.AND ANTI-POLLUTION LAWS.WORK OF ALL OTHER CONTRACTORS.EXTEND SLEEVE TWELVE INCHES (12") BEYOND THE EDGE OF THE PAVEMENT.APPLIED TO THE MALE THREADS ONLY.1. ALL THREADED PIPE AND FITTINGS SHALL BE ASSEMBLED USING TEFLON TAPE OR EQUAL, H. ASSEMBLIES:2. INSTALL CONC. FTG. AT BASE OF BACKFLOW PREVENTERS AS DETAILED.ONE-HALF INCH (2-1/2") O.D. OR LARGER PRESSURE MAINLINE.1. INSTALL THRUST BLOCKS AS DETAILED AT ALL BENDS OR CORNERS ON TWO AND G. CONCRETE THRUST BLOCKS:F. WIRING:OF THE SLEEVED LINE WHERE IT PASSES UNDER PAVED AREAS WIDER THAN FOUR FEET(4'). 1. SLEEVE ALL MAINLINE AND LATERAL LINES WITH PVC SCH. 40 PIPE TWICE THE DIAMETER PIPE MANUFACTURERS RECOMMENDATIONS.6. SOLVENT TO BE USED FOR JOINING PLASTIC PIPE AND FITTINGS SHALL BE AS PER THE THREADED NIPPLES EXPOSED ABOVE GRADE SHALL BE GRAY IN COLOR.5. ALL THREADED NIPPLES SHALL BE STANDARD WEIGHT SCHEDULE 80 MOLDED THREADS. AND OR SLIP FITTINGS AS SHOWN IN THE DETAILS.4. PLASTIC FITTINGS SHALL BE PVC II, IPS, SCHEDULE 40 NSF AND SCHEDULE 80 THREADED THROUGHOUT, AND CONTINUOUSLY MARKED "CAUTION RECLAIMED WATER".NON-POTABLE WATER SYSTEMS SHALL BE "ALERTLINE" OR EQUAL, PURPLE IN COLOR LEGEND. EXPOSED PIPE SHALL BE "BROWNLINE" UVR PVC OR EQUAL. PIPE USED IN 3. PIPE SHALL BE OF THE SIZE AND CLASS OR SCHEDULE AS NOTED IN THE IRRIGATION (STANDARD DIMENSION RATION OR PRESSURE RATING IN PSI).FOLLOWING INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, PVC 1220, SDR 2. ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE JOHNS-MANVILLE, OR EQUAL.POLYVINYL CHLORIDE (PVC) TYPE 1, GRADE 11 (CLASS 1220) AS MANUFACTURED BY LASCO, 1. PLASTIC PIPE SHALL BE EXTRUDED FROM ONE-HUNDRED PERCENT (100%) VIRGIND. PLASTIC PIPE AND FITTINGS:FITTINGS SHALL BE TAPER TYPE.THREADED JOINT, AND SHALL COMPLY WITH A.S.A. SPECIFICATIONS. THREADS ON PIPE AND 2. FITTINGS TO BE USED WITH BRASS PIPE SHALL BE CASE BRASS OR CASE BRONZE SPECIFICATIONS.1. BRASS PIPE SHALL BE HEAVY WALL TYPE, WITH THREADS COMPLYING TO A.S.A. C. BRASS PIPE AND FITTINGS:BEADED MALLEABLE IRON. GALVANIZED COUPLINGS MAY BE MERCHANT COUPLING.2. FITTINGS TO BE USED WITH GALVANIZED PIPE SHALL BE MEDIUM GALVANIZED SCREWED SIZED AS NOTED ON THE PLANS.1. GALVANIZED PIPE SHALL BE A.S.A. SCHEDULE 40 GALVANIZED MILD STEEL SCREWED PIPE, B. GALVANIZED PIPE AND FITTINGS:1. ALL EQUIPMENT AND MATERIALS SHALL BE NEW AND UNUSED PRIOR TO INSTALLATION.3. SUBMIT RECORD DRAWINGS IN ACCORDANCE WITH PART 3.DIFFERENT THAN THOSE SPECIFIED.E. SLEEVING:A. GENERAL:II. PRODUCTS:DRAWINGS AND SPECIFICATIONS. ANY COST CAUSED BY DEFECTIVE OR ILL-TIMED WORK PATCHING OF HIS WORK THAT MAY BE REQUIRED TO MAKE IT COMPLETE AS SHOWN BY 2. CUTTING AND PATCHING: THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE.DURING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES ON AND ADJACENT TO THE PROJECT SITE UNDERGROUND SERVICE ALERT (800) 422-4133. THE CONTRACTOR SHALL PROTECT ALL UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. CONTACT 1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DIMENSIONS OF ALL EXISTING REQUIRED TO PERFORM THE WORK AS INDICATED ON THE PLANS PRIOR TO CONSTRUCTION.THEIR RESPECTIVE WORK. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS 5. PERMITS, FEES, ETC.: THE CONTRACTOR SHALL ARRANGE AND PAY FOR PERMITS FOR WILL PLACE RESPONSIBILITY ON THE CONTRACTOR.IMMEDIATE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. FAILURE TO DO SO 4. ANY DISCREPANCIES IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE 3. DO NOT SCALE DRAWINGS. USE DIMENSIONS INDICATED.DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REMOVED.2. CORRELATION OF DRAWINGS AND SPECIFICATIONS: ANY WORK NOT ACCORDING TO SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE U.B.C..1. ALL CONSTRUCTION SHALL BE ACCORDING TO THE CONSTRUCTION DOCUMENTS AND SURETIES AS HE MAY APPROVE. IF SUCH A BOND IS REQUIRED, THE PREMIUM SHALL BE PAID ARISING THEREUNDER, IN SUCH FORM AS THE OWNER MAY PRESCRIBE AND WITH SUCH FAITHFUL PERFORMANCE OF THE CONTRACT AND THE PAYMENT OF ALL OBLIGATIONS THE CONTRACT, TO REQUIRE THE CONTRACTOR TO FURNISH A BOND COVERING THE 5. GUARANTEE BONDS: THE OWNER SHALL HAVE THE RIGHT, PRIOR TO THE SIGNING OF THE OWNER WITH EVIDENCE TO THIS EFFECT.ADEQUATE LIABILITY AND COMPENSATION INSURANCE AND SHALL, IF REQUIRED, FURNISH 4. LIABILITY AND COMPENSATION INSURANCE: THE CONTRACTOR SHALL CARRY AND FOR REASONABLE OPPORTUNITY FOR THE EXECUTION OF THEIR WORK, AND SHALL PROPERLY IN CONNECTION WITH HIS WORK. THE CONTRACTOR SHALL AFFORD OTHER CONTRACTORS 3. SEPARATE CONTRACTS: THE OWNER RESERVES THE RIGHT TO LET OTHER CONTRACTS 2. THE OWNER RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS.1. EACH BIDDER SHALL INSPECT THE SITE BEFORE SUBMITTING THEIR BID.THE OWNER, OWNER'S AUTHORIZED REPRESENTATIVE, OTHER CONSTRUCTION TRADE, AND TO COMMENCING WORK, AND SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH 6. THE CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR REPORT PRIOR TO COMMENCING WORK.FAMILIAR WITH THE PERTINENT ENGINEERING PLANS, ARCHITECTURAL PLANS, AND/OR SOILS PLANS BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BECOME THOROUGHLY 5. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR ARCHITECTURAL REPORTED TO THE OWNER OR THE OWNER'S AUTHORIZED REPRESENTATIVE.DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE STRUCTURES AND SERVICES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. ANY STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR.HEREBY INCORPORATED INTO AND MADE PART OF THESE SPECIFICATIONS, AND THEIR GOVERNING OR RELATING TO ANY PORTION OF THE WORK DEPICTED ON THESE PLANS ARE 3. ALL LOCAL, MUNICIPAL, COUNTY, AND STATE LAWS, RULES, AND REGULATIONS 2. PERMITS FOR ANY CONSTRUCTION DEPICTED IN THESE PLANS SHALL BE OBTAINED BY THE STATE OF LOCAL GOVERNING AGENCIES.1. ALL CONSTRUCTION SHALL CONFORM TO MINIMUM STANDARDS AND SPECIFICATIONS OF D. EXECUTION:C. PLANS AND PERMITS:B. BIDS CONTRACTS AND INSURANCE:COORDINATE HIS WORK WITH THEIRS.BY THE OWNER.GOVERNING AGENCIES.A. SCOPE OF WORK:I. GENERAL:THE CONTRACTOR.AND BE RESPONSIBLE FOR COORDINATING WORK WITH THE OWNER'S AUTHORIZED REQUIRED TO REMOVE SUCH MATERIALS FROM THE SITE AT HIS OWN EXPENSE.THE OWNER'S AUTHORIZED REPRESENTATIVE MAY BE REJECTED AND THE CONTRACTOR EQUIPMENT OR MATERIALS FURNISHED OR INSTALLED WITHOUT THE PRIOR APPROVAL OF WITHOUT PRIOR WRITTEN APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE. PROCESSES SPECIFIED IN NAME ON THE DRAWINGS. NO SUBSTITUTIONS WILL BE ALLOWED 1. THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS, OR D. SUBMITTALS:SHALL BE RESTORED TO THE ORIGINAL CONTOURS.COMMENCING WORK. ANY FINISHED GRADE CHANGED DURING THE COURSE OF HIS WORK 4. THE CONTRACTOR SHALL CAREFULLY NOTE ALL FINISHED GRADES BEFORE ALL DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE.MALFUNCTION DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ADJACENT TO THE PROJECT SITE FROM DAMAGE AS A RESULT OF CONSTRUCTION OR 3. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES ON AND REPLACEMENTS NECESSARY AT NO ADDITIONAL COST TO THE OWNER.2. IN THE EVENT OF DAMAGE OR THEFT, IMMEDIATELY MAKE ALL REPAIRS AND DURING AND AFTER INSTALLATION AND TO PROTECT ALL OBJECTS DESIGNATED TO REMAIN.1. USE ALL MEANS NECESSARY TO PROTECT ALL MATERIALS OF THIS SECTION BEFORE, C. PROTECTION:MANNER. TO COMPLETE THE WORK AS SHOWN ON THE DRAWINGS AND SPECIFICATIONS IN A TIMELY THIS CONTRACT. NO SUBCONTRACTOR SHALL RELIEVE THE CONTRACTOR OF HIS LIABILITY 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO BE PERFORMED UNDER LABOR OR MATERIALS TO THE OWNER.COMPLETE SPRINKLER SYSTEM, INSTALLED READY FOR USE WITHOUT FURTHER COST IN 2. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN.PROCESSES REQUIRED TO COMPLETE THE SPRINKLER AND/OR DRIP IRRIGATION SYSTEM AS 1. THE WORK CONSISTS OF FURNISHING ALL LABOR, MATERIALS, MACHINERY, AND B. SCOPE OF WORK:SPRINKLER IRRIGATION PORTION OF THE WORK.THE COMPLETE DRAWINGS AND SPECIFICATIONS FOR THE PROJECT IN ADDITION TO THE 8. PRIOR TO THE SUBMISSION OF A BID, THE CONTRACTOR SHALL EXAMINE THE SITE AND THE EVENT OF CONFLICTS BETWEEN THE DRAWINGS AND SPECIFICATIONS.7. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK IN DETAILS FOR EQUIPMENT AND INSTALLATION.6. IRRIGATION PLAN IS DIAGRAMMATIC ONLY. REFER TO THE IRRIGATION LEGEND AND CONTRACTORS.MINIMUM INTERFERENCE WITH THE WORK, MATERIALS, OR EQUIPMENT OF OTHER REPRESENTATIVE, OTHER CONSTRUCTION TRADES, AND GOVERNING AGENCIES. CAUSE 5. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK, COMMENCING WORK.AUTHORITIES STATED ABOVE TO PERFORM THE WORK INDICATED HEREIN BEFORE 4. OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND INSPECTIONS REQUIRED BY COMMENCING WORK.3. OBTAIN THE PERTINENT ENGINEERING AND OR ARCHITECTURAL PLANS BEFORE REPRESENTATIVE.PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S AUTHORIZED SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES, AND SERVICES 2. VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES WITH LOCAL CODES.ANY EQUIPMENT OR METHODS INDICATED ON THE DRAWINGS OR SPECIFICATIONS CONFLICT NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION IN THE EVENT SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. THESE PLANS ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THE WORK DEPICTED ON 1. ALL LOCAL, MUNICIPAL, COUNTY AND STATE LAWS, SAFETY ORDERS, RULES AND A. QUALITY ASSURANCE:I. GENERAL:PERIOD MAY BE EXTENDED IF THESE MATERIALS HAVE NOT BEEN DELIVERED.NON-PRESSURE LATERALS UNDER PAVING SHALL BE TWENTY FOUR INCHES (24") DEEP, MANUFACTURERS WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY IMMEDIATELY CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE OWNER MAY BE DUE TO WORKMANSHIP OR MATERIALS, SAID DIFFICULTIES SHALL BE IRRIGATION SYSTEM DEVELOP WITHIN THE GUARANTEE PERIOD, WHICH IN THE OPINION OF BY THE OWNER. SHOULD ANY OPERATIONAL DIFFICULTIES IN CONNECTION WITH THE MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM FINAL ACCEPTANCE 2. IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM AS TO BASIS, OR AS REQUIRED BY PLANTINGS AND WEATHER CONDITIONS.NINETY (90) DAYS AFTER PRE-MAINTENANCE WALK-THRU, AND SHALL WATER ON A DAILY 1. IRRIGATION CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM FOR A PERIOD OF LOCAL CODES AND/OR ORDINANCES.4. CONTACT OWNER'S AUTHORIZED REPRESENTATIVE A MINIMUM OF FORTY-EIGHT (48) UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED BY THE OWNER'S AUTHORIZED 3. THE CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF THIS WORK TO BE COVERED 2. ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR FOUR HOURS.LEAKING PIPE OR FITTINGS, AND INSTALLING NEW MATERIAL IN ITS PLACE.DOWN. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING AND REPLACING THE TESTED AT 125 PSI FOR A PERIOD OF TWENTY FOUR (24) HOURS WITH ZERO (0) PSI LEAK 1. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND HYDROSTATICALLY PRESSURE J. PRESSURE TESTING PRIOR TO BACKFILLING IRRIGATION TRENCHES:HOURS PRIOR TO PERFORMING PRESSURE TESTS.REPRESENTATIVE.VALVES TO THE CONTROLLER. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH CONNECTIONS TO THE AUTOMATIC CONTROLLER, AND FOR CONNECTING REMOTE CONTROL 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING 110 VOLT ELECTRICAL 3. TRENCHES SHALL BE BACKFILLED PROMPTLY AFTER THE OPEN TRENCH INSPECTION.BE RESPONSIBLE FOR ANY SETTLING OF TRENCHES FROM HIS WORK FOR A PERIOD OF ONE CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT HIS OWN COST. CONTRACTOR SHALL 2. ALLOW FOR SETTLEMENT. IN THE EVENT OF BACKFILL SETTLEMENT, THE IRRIGATION PIPE ACROSS THE FULL WIDTH OF THE TRENCH. PROVIDE MOIST, NOT WET, BACKFILL. INCLUDE SIX (6") INCH LAYERS. LOOSE MEASURE, AND THOROUGHLY TAMP UNDER AND AROUND THE DIPS, SUNKEN AREAS, HUMPS, OR OTHER IRREGULARITIES. PLACE EXCAVATED MATERIAL IN (90%) UNDER PAVED AREAS. BACKFILL SHALL CONFORM TO THE ADJACENT GRADES WITHOUT EQUAL TO THE ADJACENT UNDISTURBED SOIL IN PLANTING AREAS, AND TO NINETY PERCENT 1. FOR BID PURPOSES ONLY, BACKFILL FOR TRENCHING SHALL BE COMPACTED TO DRY DENSITY LAID. ALL COSTS FOR AND BEDDING ARE TO BE INCLUDED IN THE CONTRACT BID PRICE.NATURE OF THE MATERIAL (SOIL) TO BE ENCOUNTERED AT ELEVATIONS WHERE PIPE IS TO BE UNDISTURBED EARTH. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE OF THE PIPE AS SHOWN ON THE PLANS. LAY ALL SAND BEDDING AGAINST ROCK OR NOT LESS THAT ARE SIX (6") INCHES DEEP. EXTEND BEDDING TO THE HORIZONTAL DIAMETER SCREEN. PROVIDE SAND REASONABLY FREE FROM ORGANIC MATTER. INSTALL BEDDING USE BEDDING MATERIAL CONSISTING OF CLEAN, DRY PIT-RUN SAND, ALL PASSING A #4 ENCOUNTERED AT THE GRADES AT WHICH PIPES ARE TO BE LAID, BED THE PIPE IN SAND. SOIL, OR OTHER SOILS THAT CANNOT BE SHAPED TO PROVIDE UNIFORM BEDDING ARE 1. WHEN STONES OVER ONE (1") INCH IN ANY DIMENSION, HARD PAN, DRY HARD-PACKED LARGE STONES OR OTHER HARD MATTER WHICH COULD DAMAGE PIPE.3. HAND TRIM EXCAVATIONS TO REQUIRED ELEVATIONS. DO NOT OVER EXCAVATE. REMOVE PROPER LINE AND GRADE AND TO PROVIDE AN EVEN, UNIFORM BEARING SURFACE FOR ALL AUTHORIZED REPRESENTATIVE. EXERCISE CAREFULLY TO CARRY THE EXCAVATION TO THE THE WORK IN ACCORDANCE WITH THE DRAWINGS AND OR AS SPECIFIED BY THE OWNER'S 1. MAKE ALL EXCAVATIONS IN OPEN CUT TO WIDTH AND DEPTH NECESSARY TO CONSTRUCT 1. VERIFY POWER SOURCES AS SHOWN ON THE DRAWINGS.YEAR FROM ACCEPTANCE BY OWNER.NO STONES LARGER THAN TWO (2") INCHES. NOTE: FOR ACTUAL BACKFILL, CONTRACTOR SHALLI. ELECTRICAL:H. BACKFILLING:2. THE MINIMUM ALLOWABLE TRENCH WIDTH IS EIGHT (8") INCHES.F. TRENCHING AND BACKFILLING:G. SAND BEDDING:PIPING.MINIMUM.UNDER THE GUARANTEE.END OF SECTIONQ. MAINTENANCE AND GUARANTEE:CHARTS, RECORD DRAWINGS, ETC. AT THE TIME OF FINAL INSPECTION. THE MAINTENANCE 5. SHOW EVIDENCE THAT THE OWNER HAS RECEIVED ALL REQUIRED ACCESSORIES, BEEN ADJUSTED FOR THE PROPER IRRIGATION OF THE PLANTINGS.FULLY OPERATIONAL, AND THAT ALL HEADS, VALVES, AND WATERING SEQUENCES HAVE THE MAINTENANCE PERIOD. FINAL INSPECTION WILL BE TO INSURE THAT THE SYSTEM IS 4. NOTIFY THE OWNER IN WRITING SEVEN DAYS PRIOR TO FINAL INSPECTION AT THE END OF REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST.ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK PERFORM A COVERAGE TEST ON ALL PLANTING AREAS TO ENSURE IT IS COMPLETE AND CONTRACTOR SHALL IN THE PRESENCE OF THE OWNER'S AUTHORIZED REPRESENTATIVE 3. WHEN THE IRRIGATION SYSTEM IS COMPLETED AND PRIOR TO PLANTING THE 2. MAINLINE PRESSURE TEST AND TRENCH DEPTH INSPECTIONS SHALL BE MADE PRIOR TO WORK COVERED PRIOR TO INSPECTION SHALL BE UNCOVERED BY THE CONTRACTOR AT THE ANY WORK UNDER THIS CONTRACT WITHOUT THE PRIOR APPROVAL OF THE OWNER. ANY 1. IN NO EVENT SHALL THE CONTRACTOR COVER-UP OR OTHERWISE REMOVE FROM VIEW VALVES, AND VALVE COVERAGE AREAS.SHOW LOCATIONS OF MAINLINE, NUMBERED CONTROL VALVES (AND MANIFOLDS), SHUT OFF ON THE INSIDE COVER OF EACH IRRIGATION CONTROLLER. THE DRAWING SHALL CLEARLY APPROPRIATE SEQUENCED CONTROL VALVE SHALL BE LAMINATED IN MYLAR AND MOUNTED 2. A REDUCED IRRIGATION PLAN INDICATING ALL IRRIGATION SYSTEMS AND THEIR VISIBLE STATIONARY POINTS. THESE ARE TO BE DELIVERED ON OR BEFORE FINAL VALVES, MAINLINES, CONTROL WIRES, WATER SOURCES, AND OTHER EQUIPMENT FROM TWO BLACK INK. DRAWINGS ARE TO BE LEGIBLE AND ACCURATE. DIMENSION LOCATIONS OF LOCATIONS OF ALL ITEMS INSTALLED. CORRECTIONS AND CHANGES ARE TO BE DRAWN IN DRAWINGS ON REPRODUCIBLE SEPIA, AND TWO BLUELINE PRINTS, SHOWING EXACT 1. THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE SET OF "AS-BUILT" MATERIALS FROM THE PREMISES.MATERIALS, RUBBISH, DEBRIS, ETC. AND REMOVE CONSTRUCTION AND INSTALLATION 1. UPON COMPLETION OF THE WORK, MAKE THE GROUND SURFACE LEVEL, REMOVE EXCESS NUMBER. OPERATING INSTRUCTIONS FOR ALL EQUIPMENT SHALL BE FURNISHED.LEAF AND SHOULD SHOW DRAWINGS OR EXPLODED VIEWS OF EQUIPMENT AND CATALOGUE 2. TWO SERVICE MANUALS SHALL BE FURNISHED TO THE OWNER. MANUALS MAY BE LOOSE SWIVELS. PROVIDE TWO EACH OF ANY SPECIAL TOOLS REQUIRED FOR OTHER EQUIPMENT.FOR EACH AUTOMATIC CONTROLLER. PROVIDE TWO QUICK COUPLER KEYS WITH HOSE ADJUSTING, CLEANING, OR DISASSEMBLING EACH TYPE OF SPRINKLER. PROVIDE TWO KEYS 1. THE CONTRACTOR SHALL PROVIDE TWO SETS OF SPRINKLER WRENCHES FOR CHANGES WITHOUT ADDITIONAL COST TO THE OWNER.CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE NECESSARY 3. IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZZLE WATERING ARE TO BE KEPT TO AN ABSOLUTE MINIMUM.THROUGHOUT THE CONSTRUCTION AND MAINTENANCE PERIODS. OVERSPRAY AND OVER 2. ADJUST SPRINKLER HEADS ON A DAILY BASIS AS THE SYSTEM IS BEING BALANCED COVERAGE AND TO KEEP SPRAY OFF OF BUILDINGS, WALLS, WALKS, AND DRIVES.1. IRRIGATION CONTRACTOR SHALL ADJUST ALL SPRINKLER HEADS TO ENSURE AN EVEN DIRT, GRIT, AND PARTICULATE MATTER.PROCEED TO THE NEXT HEAD ONLY AFTER THE FLOW OF WATER IS CLEAN AND FREE OF 2. CAP OFF EACH HEAD IN SEQUENCE, FROM THE CONTROL VALVE TO THE END OF THE LINE. HEADS, THE CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO NECESSARY DIVERSION WORK HAS BEEN COMPLETED, AND PRIOR TO THE INSTALLATION OF 1. AFTER ALL NEW PVC PIPE, LINE, AND RISERS ARE IN PLACE AND CONNECTED, ALL THREAD INLET AND OUTLET. INTERNAL PARTS SHALL BE STAINLESS STEEL AND NEOPRENE. 3. PRESSURE MAINS UNDER PAVING SHALL BE THIRTY INCHES (30") INCHES DEEP, MINIMUM. 2. ALL LATERAL PIPING SHALL BE BURIED TWELVE (12") INCHES DEEP, MINIMUM.1. ALL PRESSURE MAINLINES SHALL BE BURIED EIGHTEEN (18") INCHES DEEP, MINIMUM.WHERE NECESSARY TO PREVENT WATER FLOW FROM LOWER ELEVATION SPRINKLER HEADS 2. CHECK VALVES AND ANTI-DRAIN VALVES SHALL BE INSTALLED WHERE INDICATED, AND 1. BACKFLOW PREVENTION DEVICES SHALL BE LOCATED IN SHRUB AREA WHERE SHOWN ON OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED DURING ENGINEERING. SUCH WHEN IT IS OBVIOUS THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS OWNER. WHEN DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE, THE LAYOUT WITHIN THE INTENT OF THE ORIGINAL DRAWINGS, AND WITHOUT ADDITIONAL COSTS TO THE DIFFERENCES BETWEEN SITE AND DRAWINGS. ANY SUCH DEVIATIONS IN LAYOUT SHALL BE 1. LAYOUT SPRINKLER HEADS AND MAKE MINOR ADJUSTMENTS REQUIRED DUE TO PRESSURE OR POINT OF CONNECTION DIFFER FROM THAT SHOWN ON PLANS.WORK. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE PROMPTLY IF STATIC DRAWINGS. VERIFY STATIC PRESSURE AS STATED ON THE PLANS PRIOR TO BEGINNING 1. THE CONTRACTOR SHALL CONNECT TO THE WATER SOURCE AS INDICATED ON THE COORDINATED WITH HE PLANTING PLANS TO AVOID INTERFERING WITH TREE, SHRUB, OR 2. THE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE SHALL BE VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROCEEDING WITH THE WORK OF THIS 1. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND (40') FEET OF HEAD. ANTI-DRAIN VALVE SHALL BE VALCON ADV OR APPROVED EQUAL.ANTI-DRAIN VALVE SHALL BE FIELD ADJUSTABLE AGAINST DRAWOUT FOR FIVE (5') TO FORTY WHEN IRRIGATION SYSTEM IS TURNED OFF.AUTHORIZED REPRESENTATIVE.SHALL BE APPROVED PRIOR TO INSTALLATION.E. PIPE DEPTH:PLAN.D. VALVE LOCATIONS:C. SPRINKLER HEAD LOCATIONS:OTHER PLANT LOCATIONS.B. WATER SUPPLY:A. SITE CONDITIONS:III. EXECUTION:CONTRACT.BACKFILLING OF TRENCHES.CONTRACTOR'S EXPENSE.P. INSPECTIONS:INSPECTION AND APPROVAL.O. RECORD DRAWINGS:N. CLEAN-UP:2. ANTI-DRAIN VALVES SHALL BE OF HEAVY DUTY VIRGIN PVC CONSTRUCTION WITH F.I.P. DISC MEETING OR EXCEEDING FEDERAL SPECIFICATION WW-V-51D, CLASS A, TYPE IV.W.O.G. BRONZE CONSTRUCTION WITH REPLACEABLE COMPOSITION NEOPRENE OR RUBBER 1. SWING CHECK VALVES TWO INCH (2") AND LARGER SHALL BE TWO-HUNDRED (200) POUND 3. VALVE BOX LIDS SHALL BE MARKED W/BRANDING IRON NOTING CONTROLLER # AND 2. VALVE BOXES SHALL BE LOCK TOP OR BOLTED. PROVIDE TWO KEYS MINIMUM FOR PLASTIC VALVE BOXES AS DETAILED. VALVE BOXES SHALL BE AS MANUFACTURED BY 1. ALL REMOTE CONTROL, GATE, BALL, AND ISOLATION VALVES SHALL BE HOUSED IN EQUIPMENT SHALL BE AS SPECIFIED IN THE IRRIGATION NOTES AND LEGEND ON THE VALVES, GATE VALVES, SPRINKLER HEADS, BACKFLOW PREVENTION UNITS, AND OTHER 1. QUICK COUPLING VALVES, CONTROLLERS, REMOTE CONTROL (AUTOMATIC) VALVES, BALL I. EQUIPMENT:BROOKS OR EQUAL.K. CHECK VALVES:STATION #.LOCKABLE BOXES.J. VALVE BOXES:DRAWINGS.K. FLUSHING:M. EQUIPMENT TO BE FURNISHED:L. SPRINKLER COVERAGE:FLUSH OUT THE SYSTEM.REFER TO ENGINEERING PLANS AND/OR REPORTS FOR SPECIFIC MATERIAL AND COMPACTIONREQUIREMENTS.4. INSTALL BRICK OR CONCRETE SUPPORTS UNDER FULL PERIMETER OF BOX.1. CONTROL WIRE: #14-1 AWG-UF MIN. DIRECT-BURIAL TYPE. COMMON WIRE: #12-1 AWG-UF MIN. DIRECT BURIAL AND WIRE SHALL BE WHITE. USE ALTERNATE COLOR(S) FOR CONTROL WIRES.2. WIRE CONNECTIONS. MADE WITH "PEN-TITE" CONNECTORS (OR EQUAL). LOCATE MID WIRE SPLICES IN PULL BOX (8" ROUND PLASTIC VALVE BOX).3. HIGHER VOLTAGE CONNECTIONS OR 110 V SHALL BE MADE BY CLAMP AND SHALL BE WEATHER PROTECTED PER LOCAL CODES.4. OTHER EQUIPMENT SHALL BE AS SPECIFIED IN THE IRRIGATION LEGEND ON THE DRAWINGS.5. CONTROL WIRES SHALL BE INSTALLED WITH ONE (1') FOOT OF EXCESS WIRE (COILED) AT THE END OF EACH WIRE RUN, AND AT ONE-HUNDRED (100') FOOT INTERVALS FOR RUNS OVER 100 FEET.6. RUN (4) EXTRA VALVE WIRES TO EACH GROUP OF TWO MORE VALVES.7. CONTROL WIRES SHALL BE BUNDLED WITH TAPE AT TEN (10') FOOT INTERVALS AND LOCATED UNDER THE IRRIGATION MAINLINE.IRRIGATION:IRRIGATION SYSTEM NOTES: PH = 1267.00>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>±10,204 SQ. FT.WAREHOUSE:MEZZANINE:OCCUPANCY:TYPE OF CONSTRUCTION:SPRINKLERED:V-BYES±30,613 SQ. FT.B & S-1>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)SSSSSSSSSSWAgAgSSSSSSSSJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJCsCsCsCsCsCsCsCsCsCsCsCsCsCsCsCsCsCsWWWWWWWWWWWWWWWWWWWSSSWWSSSSSSSSSAnAnAnAaAaAgSSSSSSSAnAnAnAnAnWWWWWWWWSSSSCALE: SEE SHEETSHEET:OF 14REVISIONS DATE 09/30/22EXP. DATESIGNATURELLA 5508DATEOAIN ROFILACFETA TSAL ICENSE D L IHEPACSDNTCACETRIK GINOLMROT.08/20/2021WEILAND DESIGN GROUP, INC. RD CONSTRUCTION CORP, CORYDON ROAD CITY OF LAKE ELSINORE, CA CORYDON ROAD - PARCEL MAP 6/296, PARCELS 06, 07, & 20 LANDSCAPE CONSTRUCTION PLANS 28924 OLD TOWN FRONT STREET, SUITE 202TEMECULA, CA 92590 P (844) WEILAND, XT 701 F (619) 675-3426 EMAIL - KLONIGRO@W-D-G.COMCORPORATE OFFICE291 SIERRA WAVE SWALL MEADOWS, CA 93514 LANDSCAPE ARCHITECTURE + PLANNING + CONSTRUCTION MANAGEMENTDATE: 08/20/2021JOB # 21-049aDRAWN: KTL / MD08/20/20219PLANTING PLANLP-010 5' 10' 20' 30'SCALE - 1" = 10'-0"NORTHCORYDON ROADMATCHLINE 'A' - SEE SHEET LI-02 MATCHLINE 'D' - SEE SHEET LI-04PLANT LEGENDSHRUBS (* SYMBOL REPRESENTS UP-SIZED SHRUBS)SYM. BOTANICAL NAME / COMMON NAME SIZE QTY.GROUNDCOVERSYM. BOTANICAL NAME / COMMON NAME SIZE QTY.ADDITIONAL NOTES:128141 GAL/5 GALFLATS @24" O.C.SENECIO SERPENS / BLUE CHALK STICKS1,796 SFWUCOLSLTREESSYM. BOTANICAL NAME / COMMON NAME SIZE QTY.CERCIS OCCIDENTALIS / WESTERN REDBUD24" BOX5PARKINSONIA × 'DESERT MUSEUM' / DESERTMUSEUM PALO VERDE24" BOX5(GREEN/VERDE) SANTOLINA VIRENS / GREENLAVENDER COTTONPENSTEMON HETEROPHYLLUS 'MARGARITABOP' / SHOWY PENSTEMONANIGOZANTHOS 'BIG RED' / KANGAROO PAWHESPERALOE PARVIFLORA / RED YUCCA5 GAL.15 GAL. 5 GAL.PINUS CANARIENSIS / CANARY ISLAND PINE24" BOX6LLMLLLLHeS28CAREX SPISSA / SAN DIEGO SEDGE1 GAL.L87LSALVIA GREGGII 'FURMAN'S RED' / AUTUMNSAGE5 GAL.CsVINESHARDENBERGIA VIOLACEA 'HAPPYWANDERER' /PURPLE VINE LILAC VAR.5 GAL.2L3ALOE ARBORESCENS / TORCH ALOE15 GAL.LAa9LAGAVE AMERICANA / CENTURY PLANT15 GAL.Ag43LLEYMUS CONDENSATUS 'CANYON PRINCE' /CANYON GIANT RYE5 GAL.68JUNCUS PATENS / GRAY RUSH5 GAL.LJAnPhFLATS @12" O.C.CAREX TUMULICOLA / FOOTHILL SEDGE4,138 SFL15 GAL.68WESTRINGIA 'WYNYABBIE GEM' / COASTROSEMARYLW79 PH = 1267.00>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>OCCUPANCY:TYPE OF CONSTRUCTION:SPRINKLERED:V-BYESB & S-1>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFWFWFWFW(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)AgAgSSSSSJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJCsCsCsCsCsCsCsCsCsCsWWWWWWWWWWWSSSSSSAaSSSSSSSSSSSSWSCALE: SEE SHEETSHEET:OF 14REVISIONS DATE 09/30/22EXP. DATESIGNATURELLA 5508DATEOAIN ROFILACFETA TSAL ICENSE D L IHEPACSDNTCACETRIK GINOLMROT.08/20/2021WEILAND DESIGN GROUP, INC. RD CONSTRUCTION CORP, CORYDON ROAD CITY OF LAKE ELSINORE, CA CORYDON ROAD - PARCEL MAP 6/296, PARCELS 06, 07, & 20 LANDSCAPE CONSTRUCTION PLANS 28924 OLD TOWN FRONT STREET, SUITE 202TEMECULA, CA 92590 P (844) WEILAND, XT 701 F (619) 675-3426 EMAIL - KLONIGRO@W-D-G.COMCORPORATE OFFICE291 SIERRA WAVE SWALL MEADOWS, CA 93514 LANDSCAPE ARCHITECTURE + PLANNING + CONSTRUCTION MANAGEMENTDATE: 08/20/2021JOB # 21-049aDRAWN: KTL / MD08/20/202110PLANTING PLANLP-020 5' 10' 20' 30'SCALE - 1" = 10'-0"NORTHPLANTING NOTES1. ALL PLANTED AREAS SHALL BE RAKED CLEAN OF ALL EXTRANEOUS MATERIALS. FINISH GRADES AND SURFACE DRAINAGE PATTERNS SHALL BE RESTORED TO THE APPROVED SPECIFIEDGRADING PLAN AFTER TREE AND SHRUB INSTALLATION AND PRIOR TO GROUND COVER OR BARK INSTALLATION.2. ALL PLANT MATERIAL SHALL CONFORM TO NURSERYMAN'S STANDARDS FOR SIZE AND HEALTH AND SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TOPLANTING. THE CONTRACTOR SHALL SUBMIT PHOTOS OF ALL BOX SIZE TREES FOR APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE. SHRUBS WILL BE REVIEWED ON SITE.3. LANDSCAPE CONSTRUCTION INSTALLATION AND PRACTICES SHALL COMPLY WITH ALL LOCAL AND REGIONAL STANDARDS AND IF APPLICABLE, CLCA'S STANDARDS FOR LANDSCAPECONSTRUCTION AND MAINTENANCE.4. ANY PLANT MATERIAL DELETIONS OR SUBSTITUTIONS SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE.5. ALL PLANT MATERIAL SHALL BE INSTALLED ACCORDING TO THE DETAILS AND NOTES SHOWN ON THESE PLANS.6. ALL LEVEL SHRUB AREAS PLANTED WITH FLATTED GROUND COVER SHALL BE TOP DRESSED (AFTER INSTALLATION OF GROUNDCOVER) WITH A 3" LAYER OF SHREDDED "WALK-ON" BARKMULCH OR APPROVED EQUAL (PROVIDE SAMPLE TO DEVELOPER). ALL OTHER LEVEL SHRUB AREAS SHALL RECEIVE A 3" LAYER. OMIT BARK MULCH LAYER IN ANNUAL COLOR PLANTING AREASWHERE APPLICABLE. LEAVE A 12" DIAMETER AREA AROUND EACH TREE AND SHRUB MAINSTEM FREE OF BARK MULCH.7. ALL TREES SHALL BE LOCATED AS FOLLOWS:A. MIN. SIX FEET (6') FROM PROPERTY LINE FENCING AND WALLS, HARDSCAPE SURFACES, BUILDING EAVES AND SUBSURFACE UTILITIES INCLUDING DRAINAGE LINES, DOMESTICSUPPLY LINES AND SEWER LINES WHEREVER POSSIBLE/ APPLICABLE.B. MIN. 3' (FEET) FROM ALL FIRE HYDRANTS, MAIL BOXES, WATER METERS, AND SUBSURFACE UTILITIES INCLUDING TELEPHONE, ELECTRICAL AND CABLE TV.C. MIN. 8' (FEET) FROM THE DOOR SIDE OF ALL TRANSFORMER BOXES.D. MIN. 10' (FEET) FROM ALL EASEMENT BOUNDARIES.E. MIN. 10' (FEET) FROM ALL STREET LIGHTS, SIGNS AND POWER POLES.CONTRACTOR SHALL VERIFY ALL UTILITIES, EASEMENTS, HARDSCAPE AND EQUIPMENT PRIOR TO THE INSTALLATION OF TREES.8. ANY TREE PLANTED WITHIN FIVE FEET (5') OF HARDSCAPE SURFACES SHALL RECEIVE "BIO-BARRIER" ROOT BARRIER TO A DEPTH OF 19", UNLESS OTHERWISE NOTED ON THE PLANS.INSTALL PER MANUFACTURER'S DETAILS AND SPECIFICATIONS, ADJACENT AND PARALLEL TO THE HARDSCAPE AND/OR UTILITY AND 5' BEYOND THE TREE TRUNK IN BOTH DIRECTIONS. IN CASEOF DISCREPANCIES IMMEDIATELY NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE.9. REMOVE ALL VINE OR ESPALIER STAKES AND/OR TRELLISES AND ATTACH TO FENCE, WALL, POST OR VINE TRELLIS SHOWN ON PLAN.10. PRIOR TO BIDDING, CONTRACTOR SHALL VERIFY IF AN AGRONOMIC SOILS REPORT HAS BEEN COMPLETED FOR THE PROJECT. IF NONE IS AVAILABLE, CONTRACTOR IS RESPONSIBLE FORINCLUDING COST FOR AGRONOMIC SOILS REPORT IN PROJECT BID. FOR MULTI-LOT PROJECT A MINIMUM OF 1 TEST FOR EVERY 7 LOTS IS REQUIRED.11. PRIOR TO PLANTING ALL PLANTABLE SOIL AREAS SHALL BE MIXED WITH 4 YARDS OF COMPOST PER 1,000 SF TO A DEPTH OF 6" TO MAKE THE SOIL FRIABLE FOR PLANTING, UNLESSOTHERWISE SPECIFIED IN THE AGRONOMIC SOILS REPORT. IN THE EVENT OF A CONFLICT BETWEEN THE AGRONOMIC SOILS REPORT AND THESE NOTES, THE REPORT SHALL SUPERCEDE. SOILSWITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6" OF SOIL SHALL BE EXEMPT FROM ADDING COMPOST AND FILLING.12. ALL PLANT BASINS SHALL RECEIVE SARVON SOIL PENETRANT. APPLY PER MANUFACTURES SPECIFICATIONS, OR AS DIRECTED IN THE AGRICULTURAL SOILS REPORT OBTAINED BY THECONTRACTOR. SARVON AVAIL. THROUGH JOHN DEERE LANDSCAPES (800) 347-4272.13. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT LOCAL UNDERGROUND SERVICE ALERT.14. IF ANY EXISTING HARDSCAPE OR LANDSCAPE INDICATED ON THE APPROVED PLANS IS DAMAGED OR REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED AND/ORREPLACED IN KIND AND EQUIVALENT SIZE PER THE APPROVED PLANS.15. ALL BUILDING AND HARDSCAPE INFORMATION SHOWN ON THESE PLANS IS BASED UPON THE MOST CURRENT ARCHITECTURAL SITE PLAN RECEIVED FROM THE ARCHITECT, CIVIL ENGINEERAND/OR OWNER. LANDSCAPE CONTRACTOR SHALL VERIFY HARDSCAPE LAYOUT (INCLUDING BUILDING FOOTPRINTS, WALKWAYS, STAIRWAYS, FENCING, UTILITIES, ETC.). IF ANY DISCREPANCIESBETWEEN THESE PLANS AND ACTUAL SITE CONDITIONS ARE FOUND, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE.MATCHLINE' A' - SEE SHEET LI-01 MATCHLINE 'B' - SEE SHEET LI-03PLANT LEGENDSHRUBS (* SYMBOL REPRESENTS UP-SIZED SHRUBS)SYM. BOTANICAL NAME / COMMON NAME SIZE QTY.GROUNDCOVERSYM. BOTANICAL NAME / COMMON NAME SIZE QTY.ADDITIONAL NOTES:128141 GAL/5 GALFLATS @24" O.C.SENECIO SERPENS / BLUE CHALK STICKS1,796 SFWUCOLSLTREESSYM. BOTANICAL NAME / COMMON NAME SIZE QTY.CERCIS OCCIDENTALIS / WESTERN REDBUD24" BOX5PARKINSONIA × 'DESERT MUSEUM' / DESERTMUSEUM PALO VERDE24" BOX5(GREEN/VERDE) SANTOLINA VIRENS / GREENLAVENDER COTTONPENSTEMON HETEROPHYLLUS 'MARGARITABOP' / SHOWY PENSTEMONANIGOZANTHOS 'BIG RED' / KANGAROO PAWHESPERALOE PARVIFLORA / RED YUCCA5 GAL.15 GAL. 5 GAL.PINUS CANARIENSIS / CANARY ISLAND PINE24" BOX6LLMLLLLHeS28CAREX SPISSA / SAN DIEGO SEDGE1 GAL.L87LSALVIA GREGGII 'FURMAN'S RED' / AUTUMNSAGE5 GAL.CsVINESHARDENBERGIA VIOLACEA 'HAPPYWANDERER' /PURPLE VINE LILAC VAR.5 GAL.2L3ALOE ARBORESCENS / TORCH ALOE15 GAL.LAa9LAGAVE AMERICANA / CENTURY PLANT15 GAL.Ag43LLEYMUS CONDENSATUS 'CANYON PRINCE' /CANYON GIANT RYE5 GAL.68JUNCUS PATENS / GRAY RUSH5 GAL.LJAnPhFLATS @12" O.C.CAREX TUMULICOLA / FOOTHILL SEDGE4,138 SFL15 GAL.68WESTRINGIA 'WYNYABBIE GEM' / COASTROSEMARYLW79CORYDON ROAD >>>>>>>>>>>>>>>>>>>>>>>>>>>>>43±5,600 SQ. FT.WAREHOUSE:MEZZANINE:PROPOSED BUILDING 2TBD FFTBD PADOCCUPANCY:TYPE OF CONSTRUCTION:SPRINKLERED:V-BYES±16,801 SQ. FT.B & S-1SSSSSSSSFWFWFWSSSSSWWWWWWWWAgAgSSSSSSWWWWSSCALE: SEE SHEETSHEET:OF 14REVISIONS DATE 09/30/22EXP. DATESIGNATURELLA 5508DATEOAIN ROFILACFETA TSAL ICENSE D L IHEPACSDNTCACETRIK GINOLMROT.08/20/2021WEILAND DESIGN GROUP, INC. RD CONSTRUCTION CORP, CORYDON ROAD CITY OF LAKE ELSINORE, CA CORYDON ROAD - PARCEL MAP 6/296, PARCELS 06, 07, & 20 LANDSCAPE CONSTRUCTION PLANS 28924 OLD TOWN FRONT STREET, SUITE 202TEMECULA, CA 92590 P (844) WEILAND, XT 701 F (619) 675-3426 EMAIL - KLONIGRO@W-D-G.COMCORPORATE OFFICE291 SIERRA WAVE SWALL MEADOWS, CA 93514 LANDSCAPE ARCHITECTURE + PLANNING + CONSTRUCTION MANAGEMENTDATE: 08/20/2021JOB # 21-049aDRAWN: KTL / MD08/20/202111PLANTING PLANLP-030 5' 10' 20' 30'SCALE - 1" = 10'-0"NORTHMATCHLINE 'B' - SEE SHEET LI-02MATCHLINE 'C' - SEE SHEET LI-04 PLANT LEGENDSHRUBS (* SYMBOL REPRESENTS UP-SIZED SHRUBS)SYM. BOTANICAL NAME / COMMON NAME SIZE QTY.GROUNDCOVERSYM. BOTANICAL NAME / COMMON NAME SIZE QTY.ADDITIONAL NOTES:128141 GAL/5 GALFLATS @24" O.C.SENECIO SERPENS / BLUE CHALK STICKS1,796 SFWUCOLSLTREESSYM. BOTANICAL NAME / COMMON NAME SIZE QTY.CERCIS OCCIDENTALIS / WESTERN REDBUD24" BOX5PARKINSONIA × 'DESERT MUSEUM' / DESERTMUSEUM PALO VERDE24" BOX5(GREEN/VERDE) SANTOLINA VIRENS / GREENLAVENDER COTTONPENSTEMON HETEROPHYLLUS 'MARGARITABOP' / SHOWY PENSTEMONANIGOZANTHOS 'BIG RED' / KANGAROO PAWHESPERALOE PARVIFLORA / RED YUCCA5 GAL.15 GAL. 5 GAL.PINUS CANARIENSIS / CANARY ISLAND PINE24" BOX6LLMLLLLHeS28CAREX SPISSA / SAN DIEGO SEDGE1 GAL.L87LSALVIA GREGGII 'FURMAN'S RED' / AUTUMNSAGE5 GAL.CsVINESHARDENBERGIA VIOLACEA 'HAPPYWANDERER' /PURPLE VINE LILAC VAR.5 GAL.2L3ALOE ARBORESCENS / TORCH ALOE15 GAL.LAa9LAGAVE AMERICANA / CENTURY PLANT15 GAL.Ag43LLEYMUS CONDENSATUS 'CANYON PRINCE' /CANYON GIANT RYE5 GAL.68JUNCUS PATENS / GRAY RUSH5 GAL.LJAnPhFLATS @12" O.C.CAREX TUMULICOLA / FOOTHILL SEDGE4,138 SFL15 GAL.68WESTRINGIA 'WYNYABBIE GEM' / COASTROSEMARYLW79 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>454443±10,204 SQ. FT.WAREHOUSE:MEZZANINE:PROPOSED BUILDING1TBD FFTBD PADOCCUPANCY:±30,613 SQ. FT.B & S-1SSSSSSSSFWFWFWFWFWFWFWFWSSSSSWWWWWWWWAgAgSSSSSSWWWWWWSSCALE: SEE SHEETSHEET:OF 14REVISIONS DATE 09/30/22EXP. DATESIGNATURELLA 5508DATEOAIN ROFILACFETA TSAL ICENSE D L IHEPACSDNTCACETRIK GINOLMROT.08/20/2021WEILAND DESIGN GROUP, INC. RD CONSTRUCTION CORP, CORYDON ROAD CITY OF LAKE ELSINORE, CA CORYDON ROAD - PARCEL MAP 6/296, PARCELS 06, 07, & 20 LANDSCAPE CONSTRUCTION PLANS 28924 OLD TOWN FRONT STREET, SUITE 202TEMECULA, CA 92590 P (844) WEILAND, XT 701 F (619) 675-3426 EMAIL - KLONIGRO@W-D-G.COMCORPORATE OFFICE291 SIERRA WAVE SWALL MEADOWS, CA 93514 LANDSCAPE ARCHITECTURE + PLANNING + CONSTRUCTION MANAGEMENTDATE: 08/20/2021JOB # 21-049aDRAWN: KTL / MD08/20/202112PLANTING PLANLP-040 5' 10' 20' 30'SCALE - 1" = 10'-0"NORTHMATCHLINE 'D' - SEE SHEET LI-01MATCHLINE 'C' - SEE SHEET LI-03 PLANT LEGENDSHRUBS (* SYMBOL REPRESENTS UP-SIZED SHRUBS)SYM. BOTANICAL NAME / COMMON NAME SIZE QTY.GROUNDCOVERSYM. BOTANICAL NAME / COMMON NAME SIZE QTY.ADDITIONAL NOTES:128141 GAL/5 GALFLATS @24" O.C.SENECIO SERPENS / BLUE CHALK STICKS1,796 SFWUCOLSLTREESSYM. BOTANICAL NAME / COMMON NAME SIZE QTY.CERCIS OCCIDENTALIS / WESTERN REDBUD24" BOX5PARKINSONIA × 'DESERT MUSEUM' / DESERTMUSEUM PALO VERDE24" BOX5(GREEN/VERDE) SANTOLINA VIRENS / GREENLAVENDER COTTONPENSTEMON HETEROPHYLLUS 'MARGARITABOP' / SHOWY PENSTEMONANIGOZANTHOS 'BIG RED' / KANGAROO PAWHESPERALOE PARVIFLORA / RED YUCCA5 GAL.15 GAL. 5 GAL.PINUS CANARIENSIS / CANARY ISLAND PINE24" BOX6LLMLLLLHeS28CAREX SPISSA / SAN DIEGO SEDGE1 GAL.L87LSALVIA GREGGII 'FURMAN'S RED' / AUTUMNSAGE5 GAL.CsVINESHARDENBERGIA VIOLACEA 'HAPPYWANDERER' /PURPLE VINE LILAC VAR.5 GAL.2L3ALOE ARBORESCENS / TORCH ALOE15 GAL.LAa9LAGAVE AMERICANA / CENTURY PLANT15 GAL.Ag43LLEYMUS CONDENSATUS 'CANYON PRINCE' /CANYON GIANT RYE5 GAL.68JUNCUS PATENS / GRAY RUSH5 GAL.LJAnPhFLATS @12" O.C.CAREX TUMULICOLA / FOOTHILL SEDGE4,138 SFL15 GAL.68WESTRINGIA 'WYNYABBIE GEM' / COASTROSEMARYLW79 SCALE: SEE SHEETSHEET:OF 14REVISIONS DATE 09/30/22EXP. DATESIGNATURELLA 5508DATEOAIN ROFILACFETA TSAL ICENSE D L IHEPACSDNTCACETRIK GINOLMROT.08/20/2021WEILAND DESIGN GROUP, INC. RD CONSTRUCTION CORP, CORYDON ROAD CITY OF LAKE ELSINORE, CA CORYDON ROAD - PARCEL MAP 6/296, PARCELS 06, 07, & 20 LANDSCAPE CONSTRUCTION PLANS 28924 OLD TOWN FRONT STREET, SUITE 202TEMECULA, CA 92590 P (844) WEILAND, XT 701 F (619) 675-3426 EMAIL - KLONIGRO@W-D-G.COMCORPORATE OFFICE291 SIERRA WAVE SWALL MEADOWS, CA 93514 LANDSCAPE ARCHITECTURE + PLANNING + CONSTRUCTION MANAGEMENTDATE: 08/20/2021JOB # 21-049aDRAWN: KTL / MD08/20/202113PLANTING DETAILSLP-05521324567ROOTBALL1348876TREE OR SHRUB CONTAINER2" MULCH LAYER (OMIT IN LAWN AREAS & DONOT COVER ROOT BALL ENTIRELY)FORM TEMP. 4" WATERING BERM W/SOILEXCAVATED FROM PLANTING HOLE. (OMIT INLAWN AREAS)BREATHER TUBES(S) FOR 15 GAL. SIZE ANDLARGER, SEE BREATHER TUBE DETAILPLANT SO ROOT BALL IS 1/2" TO 3/4" ABOVEFINISHED GRADE (AFTER BACKFILL MIX HASSETTLED)PIT BACKFILL MIX PER NOTES.FERTILIZER TABLETS PER NOTES. INSTALLSO THAT THEY TOUCH ROOTBALLDEPTH OF ROOTBALLLEGEND2x DIA. OF ROOTBALLTREE/ SHRUB CONTAINER PLANTINGN.T.S.3'46"121PREVAILING WIND12345TREE TIES 'CINCH TIE'- (4) REQ'D2" X 10' LODGEPOLE PINE STAKEVENTILATED TRUNK GUARD IN LAWN AREAS6" MIN. DISTANCE BETWEEN STAKE END ANDTREE CANOPYBREATHER TUBE(S), SEE BREATHER TUBEDETAIL1.) INSTALL STAKES 12" FROM TREETRUNK PERPENDICULAR TO PREVAILINGWINDS.2.) THIS DETAIL TO BE USED FOR 24" BOXAND SMALLER.3.) TIES SHOULD PROVIDE FLEXIBILITY OFTRUNK BUT NOT ALLOW RUBBING OFTRUNK AGAINST STAKE.4.) TREES SHALL BE PLANTED 1"-2"HIGHER THAN ADJACENT GRADE PER CITYOF LAKE ELSINORE STANDARDS.ROOTBALL5N.T.S.TREE STAKING (LEVEL GROUND)LEGENDIMPORTANT NOTES:31CA2x DIA. OF ROOTBALL67TREE OR SHRUB CONTAINERFORM 4" PERMANENT WATERING2" MULCH LAYER (DO NOT COVEREXISTING SLOPE GRADEPIT BACKFILL MIX PER NOTESFERTILIZER TABLETS PER NOTES1BERM W/SOIL EXCAVATED FROM NOTE: CUT AND FILL TO BE234(AFTER BACKFILL MIX HAS SETTLED)56INSTALL SO THAT THEY TOUCH 75ROOTBALL143"PLANT SO ROOT BALL IS 1/2"TO 3/4" ABOVE FINISHED GRADE1:1 SLOPE RATIO MAX.ROOTBALLLEGEND11CUT11FILL23PLANTING HOLE. (36" DIA. SIZEFOR TREES AND 24" DIA. SIZEFOR SHRUBS)ROOT BALL ENTIRELY)DEPTH OF ROOTBALL889BREATHER TUBES(S) FOR 15 GAL. SIZE AND LARGER, SEE BREATHER TUBEDETAIL.9N.T.S.TREE/SHRUB CONTAINER PLANTING (SLOPE)234918756543267819NONE(2) - 4"(2) - 4"(4) - 4"(6) - 4"(8) - 4"(4) - 4"NDS-SLOTTED GRATE (PIPE SIZE) ATNON-SLOPE CONDITION. USE ATRIUM GRATEAT SLOPE CONDITION. SET GRATE 1/2"ABOVE FINISH GRADE.FINISH GRADEDUCT TAPE OVER HOLES WITHIN 6" OFFINISHED GRADE."DRAINGARD" SOCKBACKFILL MIX PER NOTESRIGID PERFORATED HANCOR PIPE. SEESCHEDULE BELOW FOR SIZE AND NUMBER PERPLANT.OPTIONAL CONNECTION TO DRAINAGESYSTEM FOR POOR DRAINING SOIL - SEEPLAN.BREATHER TUBE TO EXTEND TO FULL DEPTHOF PLANTING HOLEROOTBALLINSTALL BREATHER TUBES ON ALL TREES PERTHE FOLLOWING SCHEDULE:1 & 5 GALLON15 GALLON24" BOX36" BOX48" BOX60" BOX OR LARGERB&B PALMSLEGEND1"N.T.S.BREATHER TUBE10 FT. MINIMUM LENGTHTREE TRUNKROOT BARRIER - TYPE PER PLANEDGE OF BUILDING / HARDSCAPE (CURB, PAVING, PAD, ECT.)LEGENDNOTE:EQ. EQ.ROOT BARRIER1 1/2" = 1'-0"ROOT BARRIERS SHALL BE INSTALLED WHEN TREEIS WITHIN 6' OF ANY HARDSCAPE, AND SHALL BEINSTALLED ADJ. TO THE HARDSCAPE ONLY PER THEMANUFACTURER SPECIFICATIONS. REFER ALSO TONOTE #7 IN THE GENERAL PLANTING NOTES FORADDITIONAL INFORMATION.BED SCALE: SEE SHEETSHEET:OF 14REVISIONS DATE 09/30/22EXP. DATESIGNATURELLA 5508DATEOAIN ROFILACFETA TSAL ICENSE D L IHEPACSDNTCACETRIK GINOLMROT.08/20/2021WEILAND DESIGN GROUP, INC. RD CONSTRUCTION CORP, CORYDON ROAD CITY OF LAKE ELSINORE, CA CORYDON ROAD - PARCEL MAP 6/296, PARCELS 06, 07, & 20 LANDSCAPE CONSTRUCTION PLANS 28924 OLD TOWN FRONT STREET, SUITE 202TEMECULA, CA 92590 P (844) WEILAND, XT 701 F (619) 675-3426 EMAIL - KLONIGRO@W-D-G.COMCORPORATE OFFICE291 SIERRA WAVE SWALL MEADOWS, CA 93514 LANDSCAPE ARCHITECTURE + PLANNING + CONSTRUCTION MANAGEMENTDATE: 08/20/2021JOB # 21-049aDRAWN: KTL / MD08/20/202114PLANTING NOTESLP-06THICKNESS SHALL EXCLUDE TOP GROWTH AND THATCH. INDIVIDUAL PIECES OF SOD SHALL A. SOD SHALL BE MACHINE CUT AT A UNIFORM SOIL THICKNESS. MEASUREMENTS FOR THE MIX SHALL ALSO CONTAIN A LONG LASTING FORM OF IRON (G.U. 49) AND A NON-IONIC E. LIGHTWEIGHT SOIL FOR PLANTERS SHALL BE OF THE FOLLOWING COMPOSITION, B. FINISH GRADING AFTER SOIL PREPARATION SHALL ESTABLISH FINAL FLOW LINES AND D. MAINTAIN PROOF OF DELIVERY FOR ALL PLANTING AMENDMENTS ON-SITE AND AVAILABLE C. SLOPES STEEPER THAN 4:1 SHALL BE RAKED SMOOTH, BUT SHALL NOT RECEIVE SOIL CROSS-RIPPED TO A DEPTH OF SIX (6) INCHES AND SOIL AMENDMENTS SPREAD EVENLY AS MANUFACTURER'S SPECIFICATIONS TO EXISTING UNDESIRED VEGETATION TEN (10) DAYS A. PLANTING SHALL NOT COMMENCE UNTIL COMPLETION OF ALL CONSTRUCTION WORK, A. TREE STAKES SHALL BE 2" DIAMETER BY 10' LONG NEW LODGE PINE POLES TREATED WITH WOOD SHALL BE 2" X 4" OR 1" X 4" ROUGH, CONSTRUCTION HEART REDWOOD, FREE FROM C. WOOD HEADER SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND DETAILS. B. FORMING STAKES SHALL BE AT LEAST ONE INCH BY TWO INCHES, OF LENGTH NECESSARY PLANS AND DETAILS. FORMS FOR HEADERS AND MOW STRIPS SHALL BE STAKED AT 4 INCH A. CONCRETE HEADERS AND MOW STRIPS SHALL BE INSTALLED IN ACCORDANCE WITH THE STRONG ENOUGH TO SUPPORT THEIR OWN WEIGHT FROM A FIRM GRASP ON THE UPPER 10INTERVALS, AND ALL FORMING SHALL BE APPROVED IN THE FIELD BY THE OWNER'SUNEVEN ENDS WILL NOT BE ACCEPTABLE. STANDARD SIZE SECTIONS OF SOD SHALL BE BE CUT TO A STANDARD LENGTH AND WIDTH. BROKEN ROLLS OR SLABS, AND TORN OR C. EACH PLANT SHALL RECEIVE "AGRIFORM" (OR APPROVED EQUAL) PLANT TABLETS AS B. PLANT MATERIAL WITH ROOT BALLS BROKEN OR CRACKED PRIOR TO OR DURING WALLS CAUSED BY AUGURING HOLES. SLICK PIT WALLS CAUSED BY AUGURING IN TO WET A. PLANT PITS SHALL BE AS SHOWN IN THE PLANTING DETAILS. ROUGHEN SMOOTH PIT IMPAIR THE RIGHT OF REJECTION FOR FAILURE TO MEET OTHER REQUIREMENTS DURING DELIVERY SHALL BE FOR QUALITY, SIZE, AND VARIETY ONLY, AND SHALL NOT IN ANY WAY C. GROUND COVER MATERIAL SHALL BE TRIANGULARLY SPACED PER DIMENSION SHOWN ON IS SHOWN IN A LOOSE PATTERN, THE CONTRACTOR SHALL SPACE MATERIAL AS SHOWN ON AND THE PLANTS EQUALLY SPACED WITHIN THE DESIGNATED AREA. WHEN PLANT MATERIAL B. WHEN PLANT MATERIAL IS SPACED IN ROWS, THE TOTAL DIMENSION SHALL BE VERIFIED, OBTAIN OWNER'S AUTHORIZED REPRESENTATIVE APPROVAL PRIOR TO EXCAVATION A. STAKE LOCATIONS OF TREES AND OUTLINE PLANTING AREAS AS SHOWN ON PLANS. F. FLOAT TURF AREAS WITH A FOUR (4') FOOT MINIMUM WIDTH FLOAT. ROLL ALL PROPOSED FOOTINGS IN PLANTING AREAS. FINISHED GRADES SHALL BE RAKED AND SMOOTHED TOFLOW ACROSS HARDSCAPE, THE GRADE SHALL BE FLUSH, OR NO MORE THAN 1/2" BELOWINSTALLATION SHALL BE 1-1/2 INCH BELOW THE TOP. AT LOCATIONS WHERE DRAINAGE IS TOSOD IS TO BE LAID NEXT TO CONCRETE PAVING AND CURBS, FINISHED GRADE BEFORE SODD. FINISHED GRADES SHALL BE MIN. 4" BELOW BUILDING STUCCO SCREEDS AND MIN. 1" BELOW C. RAKE-OUT AND REMOVE ALL ROCKS 1/2 INCH DIAMETER OR LARGER FROM THE TOP TWO ESTABLISHED FROM THE HIGH POINT TO THE DRAINAGE OUTLET OR AN INLET STRUCTURE.OF PLANT PITS. THE OWNER'S AUTHORIZED REPRESENTATIVE RESERVES THE RIGHT A. REVIEW BY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THE PLANTS UPON BRANCHES REMOVED AND INJURIES REPAIRED. CLEAN AND RE-CUT WOUNDS OVER 3/4 I. UPON COMPLETION OF THE WORK, ALL TREES AND SHRUBS SHALL HAVE HAD ANY BROKEN GROUNDCOVER SHOWN BY ADJACENT SYMBOL, TO WITHIN 12 INCHES OF MAIN PLANT STEM.H. SHRUBS AND TREES SHOWN IN PLANTING AREAS SHALL BE UNDER-PLANTED WITH G. CONTAINER PLANTS SHALL NOT BE PLACED WITHIN 12 INCHES OF SPRINKLER HEADS.F. REMOVE NURSERY STAKES FROM ALL CONTAINER STOCK. PRUNE SIDE GROWTH ON E. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT WALL OR FENCE BACKFILL TO FINISH GRADE AND TAMP FIRM. FORM A SHALLOW BASIN AROUND EACH PLANT D. BACKFILL PIT WITH PLANTING MIX HALF-WAY TO FINISH GRADE AND WATER THOROUGHLY. GRADIENTS FOR UNIFORM WATER DRAINAGE. FLOW LINES AND GRADIENTS SHALL BE INCHES OF FINISHED GRADE, EXCEPT ON SLOPES STEEPER THAN 3:1.LIST, WHICH ARE MINIMUM ACCEPTABLE SIZES.REJECTION PRIOR TO INSTALLATION.STRUCTURES ATYPICAL OF THEIR SPECIES.MIXTURE OF THE FOLLOWING PER YARD OF EXISTING SITE SOIL. 50 LBS. OF MILORGANITE 80 LBS. OF AGRICULTURAL GYPSUM LAWNS: 4 C.Y. OF LOAMEX GROUND COVERS: 3 C.Y. OF LOAMEXREPRESENTATIVE BASED ON THE FINDING OF THE REPORT. LOAMEX, AND SARVON AVAIL. 2.2 PLANTING MIXES, SOILS AND FERTILIZERSROADBED EXCAVATIONS. FERTILIZER TABLETS PER SPECIFICATIONS 1 OZ. SUPERTHRIVE HORMONE 1 LB. OF SOIL MOIST 10 LBS OF MILORGANITE 10 LBS. OF AGRICULTURAL GYPSUM .25 C.Y. OF LOAMEXOF TOXIC SUBSTANCES, SOIL STERILANTS, AND SALTS. DO NOT PROVIDE SOIL FROM BRUSH, OBJECTIONABLE WEEDS, ROCKS, ORGANIC DEBRIS, AND CLAY. SOIL SHALL BE FREE CHARACTERISTICS OF THE EXISTING SITE SOIL. PROVIDE TOPSOIL FREE FROM SUBSOIL, D. IMPORT SOIL OR TOPSOIL SHALL BE NATURAL, FRIABLE SOIL POSSESSING THE SAME ON PLAN AND SUBJECT TO CHANGE PER SOILS ANALYSIS) SHALL BE A THOROUGHLY BLENDED C. SOIL PLANT BACKFILL FOR CONTAINER PLANT MATERIAL (UNLESS SPECIFIED OTHERWISE 15 LBS. OF BEST TRIPLE PRO 15-15-15 OR 15 LBS. OF BEST 6-20-20XBB. GENERAL SOIL PREPARATION, AMOUNT PER 1,000 SQUARE FEET: INCLUDE Ph, N/P/K, SAR, ECE, BORON LEVELS, AND SOIL PARTICLE EVALUATION. ACTUAL SOIL (18 INCHES BELOW GRADE) SOIL BY AN APPROVED AGRICULTURAL LAB. THE REPORT SHALLREPRESENTATIVE A SOILS TEST MADE FROM THE SURFACE AND SUB-SURFACEFOR BIDS. ONCE SITE IMPROVEMENTS ARE IN PLACE AND APPROXIMATE FINISH GRADESA. THE FOLLOWING SOIL AMENDMENTS (ITEMS B & C BELOW) ARE TO BE USED AS THE BASISREDRESSING, AND MAINTENANCE (REPLACEMENTS) DURING THE CONTRACT PERIOD.COMPLETE THE WORK AND INDICATED ON THE DRAWINGS, INCLUDING RE-SEEDING, E. IN ALL CASES, QUANTITIES OF PLANT MATERIALS SHALL BE FURNISHED AS NEEDED TO CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE ORIGINALLY SPECIFIED, THE SUBSTITUTIONS ARE TO BE AT NO ADDITIONAL COST TO THE OWNER. IF ACCEPTED D. SUBSTITUTIONS FOR INDICATED PLANT MATERIALS WILL NOT BE PERMITTED WITHOUT C. ALL PLANTS SHALL EQUAL OR EXCEED THE MEASUREMENTS SPECIFIED IN THE PLANT TWO YEARS. ALL PLANT MATERIAL SHALL BE SUBJECT TO INSPECTION AND POSSIBLE SHALL BE GROWN IN THEIR CONTAINERS FOR A MINIMUM OF SIX MONTHS AND MAXIMUM OF B. ROOT BOUND PLANT MATERIAL IS NOT ACCEPTABLE. FIVE GALLON PLANTS AND LARGER DISEASE, AND INJURY. TREES SHALL NOT HAVE CROSSING BRANCHES OR WEAK BRANCH BE SYMMETRICAL, SOUND, HEALTHY, VIGOROUS, AND FREE OF INSECT PESTS, PLANT A. PLANTS SHALL HAVE A HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES AND SHALL THE PRIOR WRITTEN APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. ESTABLISHED, THE CONTRACTOR SHALL FURNISH TO THE OWNER'S AUTHORIZEDAMENDMENTS TO BE INSTALLED MAY BE ADJUSTED BY THE OWNER'S AUTHORIZED 1 OZ. SARVON SOIL PENETRANTCONTRACT.2.1 PLANTING MATERIALSINCHES AND COAT WITH TREE WOUND PAINT.TREES ONLY AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVEPIT AS DETAILED.WITH GREEN PLASTIC VINE TIES.THE PLANS.15 GALLON CONTAINER 7-21 GM5 GALLON CONTAINER 3-21 GM1 GALLON CONTAINER 1-21 GMPLANTING OPERATIONS SHALL NOT BE PLANTED.PER 6 INCH BOXED TREE SIZE 4-21 GMSOIL WILL NOT BE ACCEPTED.FOLLOWS (EVENLY SPACE AROUND ROOT BALL):PROGRESS OF THE WORK.3.5 PLANT MATERIAL INSPECTION3.6 PLANTINGTO INTERCHANGE OR SHIFT PLANT LOCATIONS PRIOR TO PLANTING.TURF AREAS AND REFLOAT TO ELIMINATE DEPRESSIONS.ELIMINATE PUDDLING OR STANDING WATER AND ALLOW SMOOTH, EVEN FLOW.THE HARDSCAPING.THE PLANS AND DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE.3.4 LAYOUT AND SPACINGE. MAINTAIN A MINIMUM 2% SURFACE DRAINAGE AWAY FROM ALL BUILDINGS AND SITE WALLC. WORK NOT INCLUDED: ROUGH GRADING.ACTS OR NEGLIGENCE.DESCRIBED HEREIN AND ON THE PLANS.TREES, SHRUBS AND GROUND COVERSBE FURNISHED TO THE OWNER WITHOUT CHARGE.PLANS BEFORE COMMENCING WORK.PER THE SOIL ANALYSIS.THE OWNER'S AUTHORIZED REPRESENTATIVE.B. EXACT POSITIONING OF BOX TREES WILL BE DETERMINED IN THE FIELD. POSITION OBSTRUCTIONS BELOW GROUND OR OVERHEAD ARE ENCOUNTERED, OR AS APPROVED BY PLANTING SHALL BE LOCATED WHERE SHOWN ON THE PLANS EXCEPT WHERE A. DESIGN MODIFICATIONS MAY BE MADE ONLY AS NECESSARY TO MEET FIELD CONDITIONS. SITE WHICH DOES NOT MEET THE STANDARD ESTABLISHED BY THE APPROVED INSTALLATION ON THIS PROJECT. PHOTOGRAPHS SHALL SHOW TREES OF SIZE AND C. SUBMIT PHOTOGRAPHS FROM THE NURSERY OF TREES TAGGED FOR SHIPMENT AND AND/OR INFORM CONTRACTORS OF THE AVAILABILITY OF THE PLANT.THE OWNER'S AUTHORIZED REPRESENTATIVE WILL SELECT A SUITABLE ALTERNATE B. IF A PLANT IS FOUND NOT TO BE SUITABLE OR AVAILABLE, THE CONTRACTOR SHALL COMMENCEMENT OF WORK. SOIL AMENDMENTS LISTED BELOW ARE SUBJECT TO CHANGE AGRICULTURAL SOIL ANALYSIS REPORT FROM AN AUTHORIZED SOIL TESTING AGENCY PRIOR TO OPERATIONS. REPAIR ANY DAMAGE AT NO COST TO OWNER.AND OTHER FINISH SURFACES AGAINST DAMAGE FROM EQUIPMENT OR OTHER PLANTING H. PROTECT BENCH MARKS, EXISTING STRUCTURES, FENCES, ROADS, SIDEWALKS, LAWNS, STATE, OR OTHER AUTHORITIES. COPIES OF PERMITS AND INSPECTION CERTIFICATES SHALL CERTIFICATES OF INSPECTION OF PLANT MATERIALS THAT MAY BE REQUIRED BY FEDERAL, G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL PERMITS AND PLANTING AREAS SHALL BE THOROUGHLY MOISTENED TO A DEPTH OF 24 INCHES.F. PRIOR TO PLANTING, THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL IMMEDIATELY OF ANY DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN.ARE APPROXIMATE. CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVEE. THE PLANTING PLAN IS DIAGRAMMATIC, AND ALL PLANT LOCATIONS DEPICTED THEREON C. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND OR ARCHITECTURAL DAMAGE RESULTING FROM HIS/HER OPERATIONS OR NEGLIGENCE.SITE DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS/HER OWN EXPENSE, ALL B. PROTECT ALL EXISTING UTILITIES AND FEATURES ON AND ADJACENT TO THE PROJECT ON THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES, AND SERVICES SHOWN A. VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES BEFORE THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY, AND LOSS DUE TO HIS B. THE CONTRACTOR SHALL ADEQUATELY PROTECT THE WORK, ADJACENT PROPERTY, AND SOIL PREPARATION, HEADERS, FINISH GRADING, PLANTING AND ESTABLISHMENT PERIOD AS A. FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT IN ORDER TO PROVIDE, INSTALL, AND MAINTAIN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S AUTHORIZEDWORK AND BE RESPONSIBLE FOR COORDINATING WORK WITH THE OWNER, THE OWNER'SAUTHORIZED REPRESENTATIVE, OTHER CONSTRUCTION TRADES, AND GOVERNING D. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING A. OBTAIN, PAY FOR, AND SUBMIT TO THE OWNER'S AUTHORIZED REPRESENTATIVE AN NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IN WRITING PRIOR TO BIDDING. BRANCHING STRUCTURE TYPICAL OF THOSE SUPPLIED FOR EACH SPECIES. THE OWNER'SAUTHORIZED REPRESENTATIVE RESERVES THE RIGHT TO REJECT PLANT MATERIAL ON MATERIALS AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE.PHOTOGRAPHS.1.4 MODIFICATIONSPART 2: PRODUCTS1.3 SUBMITTALSAGENCIES.1.2 QUALITY ASSURANCEREPRESENTATIVE PRIOR TO PROCEEDING WITH ANY WORK.1.1 SCOPE OF WORK PART I: GENERAL% OF THE SECTION.PART 3: EXECUTION3.1 SCHEDULINGAMENDMENTS (EXCEPT IN PLANT PITS) UNLESS SPECIFIED ON THE PLANS OR AS REQUIRED FOR INSPECTION UNTIL ACCEPTANCE OF THE ENTIRE INSTALLATION.SPECIFIED AND THOROUGHLY BLENDED-IN PER 1,000 SQUARE FEET.B. ALL AREAS TO BE PLANTED, WHICH HAVE A SLOPE OF 4:1 OR LESS SHALL BE PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK.A. APPLY "ROUND-UP" SYSTEMATIC HERBICIDE (OR APPROVED EQUAL) PER GRADING, SOIL PREPARATION, WEED CONTROL AND SPRINKLER INSTALLATION.3.3 FINISH GRADING3.2 PRE-PLANTINGCOPPER NAPTHENATE UNLESS OTHERWISE NOTED.TO EXTEND INTO SOLID GROUND AT LEAST TWELVE INCHES.AUTHORIZED REPRESENTATIVE PRIOR TO POURING.SPLITS. 2.5 TREE STAKES2.4 HEADER MATERIAL TEN (10) LBS. PER CU. YD. 16-6-8 FERTILIZERTEN (10) LBS. PER CU. YD. MICRO-MAX PLUS MICRONUTRIENTTWO (2) CU. FT. PER CU. YD. PERLITEONE (1) PART BY VOLUME WASHED PLASTER SANDNINE (9) PARTS BY VOLUME LOAMEXPREMIXED BY MACHINE BLENDER PRIOR TO DELIVERY TO SITE.WETTING AGENT.2.3 SODCOMPLEX, OR EQUALREVIEW OF THE FOLLOWING OPERATIONS BY THE OWNER'S AUTHORIZEDEXTENSION BEING EQUAL TO THE AMOUNT OF TIME REQUIRED TO CORRECT THE OWNER MAY ELECT TO EXTEND THE MAINTENANCE PERIOD BEYOND 90 DAYS, SUCH CORRECTIONS SHALL BE MADE WITHIN TWO WORKING DAYS OF NOTIFICATION, OR THE PROCEDURES ARE NOT BEING FOLLOWED, THE CONTRACTOR WILL BE NOTIFIED IN WRITING. MUST ACCEPT ALL MAINTAINED AREAS IN WRITING TO RATIFY THE END OF THE LACK OF CONTRACTOR MAINTENANCE SHALL BE REPLACED BY THE CONTRACTOR AT HIS TOWARDS THE COMPLETION OF THE PERIOD. PLANTS AND LAWNS WHICH DECLINE DUE TO PLANTS, WEED, OR OTHER WORK OF THE MAINTENANCE PERIOD WILL NOT BE CREDITED C. ANY DAY THE CONTRACTOR FAILS TO ADEQUATELY WATER, REPLACE UNSUITABLE D. PRIOR TO THE END OF THE MAINTENANCE PERIOD, AGAIN CONTACT THE OWNER'SAUTHORIZED REPRESENTATIVE TO SCHEDULE A FINAL REVIEW ("WALK-THRU"). THE OWNER E. IF, DURING THE MAINTENANCE PERIOD, ON SITE OBSERVATIONS BY THE OWNER'SAUTHORIZED REPRESENTATIVE OR OWNER DETERMINE THAT PROPER MAINTENANCE EXPENSE.MAINTENANCE PRACTICES.MAINTENANCE PERIOD.COMMENCEMENT OF THE MAINTENANCE PERIODS.º POST MAINTENANCE/FINAL ACCEPTANCE WALK-THRUº GROUND COVER LINES AND HEADERBOARD PLACEMENTº TREE AND SHRUB PLACEMENT PRIOR TO DIGGING HOLESº REVIEW OF PLANT MATERIAL AFTER DELIVER TO THE SITEº PRE-MAINTENANCE PERIOD WALK-THRU10. DISEASE, INSECT AND RODENT PREVENTION AND CONTROL MEASURES.8. MOWING OF LAWNS ON A WEEKLY BASIS.7. WEEKLY REMOVAL OF ALL TRASH, LITER, CLIPPINGS AND FOREIGN DEBRIS.5. PROPER ADJUSTMENT AND MAINTENANCE OF THE IRRIGATION SYSTEM.2. REMOVAL OF ALL WEEDS FROM PLANTING AREAS.1. DAILY WATERING OF ALL PLANT MATERIAL.AND UNTIL FINAL ACCEPTANCE OF THE WORK.11. AT 30-DAYS AFTER COMPLETION OF PLANTING APPLY AMMONIUM PHOSPHATE AT THE 9. REMOVAL BY SHOVEL CUTTING OF LAWN WITHIN 1 FOOT OF THE BASE OF TREES OR 6. FILLING RECOMPACTION, AND REPLANTING OF ANY ERODED OR SETTLED AREAS.4. RE-SEEDING OR RE-SODDING OF DEAD OR DAMAGED TURF AREAS AT TEN DAY INTERVALS.3. REPLACEMENT OF ANY DEAD, DYING OR DAMAGED TREES, SHRUBS, OR GROUNDCOVERS.START OF THE MAINTENANCE PERIOD. THE MAINTENANCE PERIOD SHALL INCLUDE THE CALENDAR DAYS AFTER APPROVAL OF COMPLETION AND NOTIFICATION IN WRITING OF THE B. THE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF NINETY (90) CONTRACT DURING THE PROGRESS OF THE WORK, THROUGH THE ESTABLISHMENT PERIOD, A. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL AREAS INCLUDED IN THE AND SPECIFICATIONS, AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO WORK ARE COMPLETE. WORK MUST BE FULLY COMPLETED ACCORDING TO ALL DRAWINGS SCHEDULE A REVIEW OF SAID WORK ("WALK-THRU") TO DETERMINE THAT ALL ASPECTS OF A. AT THE COMPLETION OF ALL WORK AS OUTLINED ON THESE PLANS, THE LANDSCAPE IS SUBSTANTIALLY INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE B. IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF THE WORK, AND SAID WORK OWNER'S AUTHORIZED REPRESENTATIVE'S HOURLY CHARGES AND PER DIEM.CONTRACTOR SHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE AND 6 LBS. PER 1,000 SQUARE FEET TO ALL PLANTING AREAS.12. AT 60-DAYS AFTER COMPLETION OF PLANTING APPLY 16-6-8 FERTILIZER AT THE RATE OF RATE OF 5 LBS. PER 1,000 SQUARE FEET TO ALL PLANTING AREAS.FOLLOWING SCOPE OF WORK:SHRUBS LOCATED IN LAWN AREAS.REPRESENTATIVE:3.13 COMPLETION AND WALK-THRU3.14 MAINTENANCE AND ACCEPTANCEº FINISH GRADINGREPLACEMENT.SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, BEGINNING WITH THE DATE OF FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. ALL PLANT MATERIALS REPLACED OWNER, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANTS WHICH FOR ANY REASON C. THE CONTRACTOR, WITHIN FOURTEEN (14) DAYS OF WRITTEN NOTIFICATION BY THE OR BRANCHING STRUCTURE SHALL BE REPLACED UNDER THIS SECTION.B. PLANTS WHICH DIE OR LOOSE MORE THAN THIRTY PERCENT (30%) OF THEIR LEAF SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE BY THE OWNER.FINAL ACCEPTANCE BY THE OWNER. 15 GALLON AND ALL BOX SIZED TREES AND LARGER BE GUARANTEED AS TO GROWTH AND HEALTH FOR A PERIOD OF NINETY (90) DAYS AFTER A. ALL SHRUBS, GROUND COVERS, LAWN AREAS AND 5 GALLON SIZE TREES OR LESS SHALL PROMPTLY REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.SECTION FROM DAMAGE CAUSED BY FROST OR TORRENTIAL RAINS. ANY DAMAGE SHALL BE B. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE WORK COVERED BY THIS REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.SECTION FROM VANDALISM AND ACCIDENTAL DAMAGE. ANY DAMAGE SHALL BE PROMPTLY A. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE WORK COVERED BY THIS PATTERN, WITH NO GAPS OR VOIDS. START LAYING SOD ALONG THE LONGEST STRAIGHT SHALL BE SPACED AS NOTED ON THE DRAWINGS.PLANTING. WILTED PLANTS WILL NOT BE ACCEPTED.THE SITE. LEAVE THE SITE IN A CLEAN, WASHED CONDITION, REMOVING ALL UNUSED TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, AND OTHER ACCUMULATED DEBRIS FROM B. AFTER PLANTING OPERATIONS ARE COMPLETED, THE CONTRACTOR SHALL REMOVE ALL UNTIL FINAL ACCEPTANCE BY THE OWNER. REPAIR AND/OR REPLACE ANY DAMAGED AREAS INCLUDED IN THE CONTRACT, INCLUDING LAWN AREAS, PLANT MATERIAL, SUPPORTS, ETC. A. THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS LAYER OF TAN DG MULCH. MULCH FLATTED GROUND COVER BEDS PRIOR TO PLANTING.DRESSED, MULCH ALL SHRUB AREAS WHICH HAVE A SLOPE OF 4:1 OR LESS WITH A 2 INCH A. WHEN PLANTING OPERATIONS ARE COMPLETE AND SHRUB AREAS HAVE BEEN RAKED AND SUFFICIENTLY TO FORCE OUT AIR POCKETS. WATER GROUND COVER BEDS IMMEDIATELY D. AT THE TIME OF PLANTING EACH GROUND COVER PLANT, THE EARTH SHALL BE FIRMED C. ROOTED CUTTINGS SHALL NOT BE ALLOWED TO DRY OUT OR WILT BEFORE OR DURING AMOUNT OF SOIL IN A MANNER THAT WILL ENSURE A MINIMUM OF DISTURBANCE TO THE PLANTS FROM THE FLAT. EACH PLANT SHALL BE PLANTED WITH ITS PROPORTIONATE CONTAIN SUFFICIENT MOISTURE SO THAT THE SOIL DOES NOT FALL APART WHEN LIFTING FLATS UNTIL TIME OF TRANSPLANTING. AT TIME OF TRANSPLANTING THE SOIL SHALL B. ROOTED CUTTING SHALL HAVE BEEN GROWN IN FLATS AND SHALL REMAIN IN THOSE A. ROOTED CUTTINGS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS, AND LINEAL INCH TO COMPACT THE SOIL AROUND THE ROOTS AND PROVIDE A SMOOTH EVEN G. ROLL ALL SODDED AREAS WITH A ROLLER WEIGHING APPROXIMATELY 16 POUNDS PER THE END OF THE DAY ALL SOD PLACED THAT DAY TO PENETRATE THE SOIL AT LEAST 6 MOUND THE SOIL AGAINST THE SOD EDGES TO PREVENT DRYING. WATER THOROUGHLY AT F. WATER SOD WITHIN 30 MINUTES OF LAYING. IF SOD ENDS AGAINST AN OPEN BED OF SOIL. E. PEG BOTH ENDS OF SOD LAID ON SLOPES OF 3:1 OR GREATER WITH WOODEN PEGS.A. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE AND SET APPOINTMENTS FOR THE 3.10 MULCHINGAFTER PLANTING.3.12 INSPECTIONSMATERIAL, TRASH, AND TOOLS.3.11 PROTECTION AND CLEAN-UPAT NO ADDITIONAL COST TO THE OWNER.INCHES.ROOT SYSTEM.3.9 FLATTED GROUND COVERMOWING SURFACE.EDGE AND AT THE BOTTOM OF SLOPES.END OF SECTIONB. PREPARE SOD BED AS NOTED FOR SOIL PREPARATION AND FINE GRADING.OWNER'S AUTHORIZED REPRESENTATIVE WHERE CONDITIONS PERMIT.)TREES SHALL BE PLANTED WITH STAKES REMOVED.OR DELIVERED WHEN MOISTURE CONTENT (EXCESSIVELY WET OR DRY) MAY ADVERSELY UNLESS A SUITABLE PRESERVATION METHOD IS APPROVED PRIOR TO DELIVERY. SOD NOT A. SOD SHALL BE HARVESTED, DELIVERED AND INSTALLED WITHIN A PERIOD OF 24 HOURS, WHERE IT COMES IN CONTACT WITH THE TREE. (NOTE: GUYING MAY BE OMITTED BY THE IN TRIANGULAR PATTERN AS DETAILED. GUY WIRE SHALL BE ENCASED IN RUBBER HOSE B. GUY 36" BOX AND LARGER PLANT MATERIAL WITH AT LEAST THREE GUY WIRES (9 GAUGE) SOIL NEXT TO ROOT BALL. TREE STAKES SHALL BE VERTICAL IN ALL CASES. ONE GALLON A. STAKE OR GUY ALL TREES 5 GALLONS AND LARGER PER DETAILS. DRIVE STAKE INTO FIRM INSTALLED WITHIN THIS TIME SHALL BE INSPECTED AND ACCEPTED BY THE OWNER'SAUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. SOD SHALL NOT BE HARVESTED TO A DEPTH OF AT LEAST 6 INCHES. REGRADE IF SETTLING OCCURS.D. UNROLL SOD IN THE SAME DIRECTION EACH TIME. SOD SHALL BE LAID IN A STAGGERED C. ROLL AREAS TO BE SODDED LIGHTLY TO ELIMINATE AIR POCKETS. WATER THOROUGHLY 3.7 TREE STAKING OR GUYINGAFFECT ITS ESTABLISHMENT.3.8 SODDED LAWN3.16 GUARANTEE3.15 PROTECTIONFROM JOHN DEERE LANDSCAPES (800) 347-4272.A. CONTRACTOR SHALL COORDINATE ALL FINISH GRADING WORK WITH GENERAL CONTRACTOR.FINISH SURFACES OF HARDSCAPE PAVING AND CURBS IN SHRUB PLANTING AREAS. WHEREBY THE LOCAL GOVERNING AGENCY.FAILURE TO FOLLOW THIS PROCEDURE PLACES UPON CONTRACTOR, RESPONSIBILITY FOR(AT HIS/HER EXPENSE) MAKING ANY AND ALL ADJUSTMENTS RESULTING FROM WORK HEREUNDER. >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>454443>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSSSSSSSSSSSSSSSSSFWFWFWFWFWFWFWFWFWFWPARCEL 4(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)(S)BENCH MARK:1-800227-2600Underground Service Alert3CONSTRUCTION NOTE:C1SECTIONS AND DETAILS:EARTHWORK QUANTITIES: 1-800227-2600Call: TOLL FREETWO WORKING DAYS BEFORE YOU DIGUnderground Service Alert3C2SECTION A-ASECTION C-CSECTION B-B1.5"