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HomeMy WebLinkAbout230 PASEO GUSTO (SPANISH WALK T. 33837) (1)REVISIONS SPAN SH WALK - SONR SA (DUPLEX) TRACT #33837 CITY OF PALM DESERT, CALIFORNIA COMMON AREA LANDSCAPE PLANS AGENCY APPROVALS CERTIFICATE OF PROJECT COMPLETION Project Name: Project Location: Maximum Water Allowance: (In hundred cubic feet) Estimated Total Annual Water Use: Parcel Map or Tract No.: (in hundred cubic feet) Preliminary Project Documentation Submitted: (initials indicates submittal) 1. Grading design plan 2. Landscape design plan 3. Irrigation design plan 4. Irrigation schedules Post installation Inspection: (initials indicate completion) A. Plants installed as specified B. Irrigation systems installed as designed Comments: A copy of this certification has been provided to Owner/Developer and District Comments: It is my opinion that the work outlined above has been completed in substantial accordance with Coachella Valley Water District and The City of Palm Desert's Landscape and Irrigation Guidlines. Landscape Architect Signature Date License No. WATER CONSERVATION STATEMENT THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE P ACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER U SAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERTS WATER USE REQUIREMENTS. REFER TO SHEET IP-1 FOR THE C.V.W.D. WATER CONSERVATION CONCEPT STATEMENT. CITY OF PALM DESERT LANDSCAPE INSPECTION SCHEDULE 1) SLEEV1NG / GRADING a. Sleeve diameter, type depth and location b. Soil surface drainage, elevations and trash (including weeds & rubble) 2) HARDSCAPE / BOULDERS —COBBLE a. Sidewalk and wall layout b. Utilities location c. Boulder type, size, weight and placement 3) IRRIGATION SYSTEM ROUGH —IN a. Trench depth b. Pipe size and class c. Pressure test (125 psi for 6 hours) 4) PLANT MATERIAL (trees & shrubs) a. Condition b. Type c. Placement 5) GROUND COVER (Decomposed granite) a. Type b. Depth and spacing c. Compaction 6) FINAL a. Irrigation Valves, boxes and wiring Controller operation and site specific yearly irrigation schedule (required by City of Palm Desert Water Efficient Landscape Ordinance) * Sprinkler, bubbler and / or drip emitter type, flow rate and quantity per plant. Overall operation As built * b. Tree staking C. Overall ** NOTE** SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 ATTEMPTS THERE WILL BE A FEE ASSESSED FOR ANY RE —INSPECTIONS. CONSTRUCTION NOTES AND LEGEND NOTES 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. ALL WORK SHALL BE PERFORMED BY A C-27 CALIFORNIA LICENSED CONTRACTOR. 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE ACCORDING TO STATE COUNTY AND LOCAL CODES, ORDINANCES AND UP TO CAL -OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF SAID UTILITIES, INCLUDING DELAYS. 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. LEGEND G FF GF PE TW TF BW TS BS CB FG FS HP LP LOW POINT FL OC CB TG INV BB crb ALIGN 1.0% 4:1 R GB O 0 DIAMETER FINISH FLOOR ELEVATION GARAGE FLOOR ELEVATION PAD ELEVATION TOP OF WALL TOP OF FOOTING ELEVATION BOTTOM OF WALL TOP OF STEP BOTTOM OF STEP CATCH BASIN FINISH GRADE FINISH SURFACE HIGH POINT FLOW LINE ON CENTER CATCH BASIN TOP OF GRATE ELEVATION INVERT ELEVATION BOND BEAM ELEVATION (33.60) 33.60 HT BCR ECR TC BC EJ SJ SC R RDWD HDR LA MIN MAX MJ TYP PA NTS GRADIENT IN PERCENTAGE RATIO: 4' HORIZONTAL DISTANCE PER 1' OF RIDGE GRADE BREAK DIRECTION OF FLOW DRAINAGE PIPE ATRIUM DRAIN DECK DRAIN TURF DRAIN —31—� PROPOSED CONTOUR EXISTING CONTOUR [=_. BERM - BUILT-UP LANDSCAPE GRADE 0 DETAIL REFERENCE —SHEET LOCATION SECTION REFERENCE SHEET LOCATION EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION HEIGHT BEGINNING OF CURB RADIUS END OF CURB RADIUS TOP OF CURB BOTTOM OF CURB EXPANSION JOINT SCORE JOINT SAW CUT RADIUS REDWOOD HEADER LANDSCAPE ARCHITECT MINIMUM MAXIMUM MASTIC JOINT TYPICAL PLANTING AREA NOT TO SCALE VERTICAL HEIGHT NOTE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS INCLUDING BUT NOT LIMITED T0, DECORATIVE CONCRETE,LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENT INSTALLED WITHIN CVWD AND/OR USBR EASEMENT. DINAH SHORE DRIVE RANCHO MIRAGE GERALD ORS afr.t• . ••firr. ry cc z z I VICINITY MAP PALM FRANK SINATRA PORTOL4 DESERT DRIVE VICINITY MAP N.T.S. LOCATION MAP T L• 52 F�`sgT • L -1 .III Ir l;4 'I ; -- yl I 0 U CITYLDOF PALM DESERT PARTIVIENT OF COMMVM (UNITY DEVJL-OPMENT APPROVED BY: r1C.C.S NO R.C.R NO BY STAFF LETTER ❑ ARC ACTION FORM - IS'l Date CONSTRUCTION SHALL COMMENCE WITHII �Pcrni? , (-4^1 SccDC. Q90 ititt ry i•)a. nvonaiaiir• r rcra,72 = .s �— i1Fl6�r R' la. name 9-i •11IIly�_-�� v __ FRANK SINATRA-----, PROJECT KEY MAP LOCATION � NOT TO SCALE O R -C CITY APPROVAL NOTES NOTE: ANY CHANGES TO THE APPROVED PLAN MUST BE SUBMITTED IN WRITING TO THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO INSTALLATION NOTE: ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. IT IS THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL APPROVALS THAT ARE NECESSARY FOR WORK THAT IS TO BE PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER DEPARTMENT'S JURISDICTION. • »»»>»> SHT. DESCRIPTION PER DATA PER DATA CVWD COMMENTS CVWD COMMENTS SUBMITTED FOR APPROVAL APPROVED RELEASED FOR BID CONSTRUCTION SET ISSUED DATE DATE DATE DATE CONSULTANTS LANDSCAPE ARCHITECT SUMMERS / MURPHY PARTNERS, INC. 34197 PACIFIC COAST HIGHWAY DANA POINT CALIFORNIA 92629 PHONE (714) 642-4471 CONTACT: JOE LASCOLA CIVIL ENGINEER PANGAEA LAND CONSULTANTS.INC 2834 LA MIRADA, SUITE H VISTA CALIFORNIA 92081 PHONE: (760) 726-4232 FAX: (760) 727-1405 CONTACT: CHUCK GLASS DATE DATE BY 422.16 CN 08-08-16 SMP IRRIGATION CONSULTANT SUMMERS / MURPHY PARTNERS, INC. 34197 PACIFIC COAST HIGHWAY DANA POINT CALIFORNIA 92629 PHONE (714) 642-4471 CONTACT: JOE LASCOLA ARCHITECT ROBERT HIDEY ARCHITECTS, INC. 7585 IRVINE COURT DRIVE #200 IRVINE CALIFORNIA 92618 PHONE: (949) 655-1550 CONTACT: MARGARET SICKA SHEET INDEX SHEET NO. SHEET DESCRIPTION L-1 CL-1 CL-2 CL-3 CD-1 CD-2 CD-3 IP-1 IP-2 IP-3 IL-1 IC-1 ID-1 ID-2 IS-1 IS-2 TP-1 TP-2 TP-3 TP-4 S P-1 S P-2 S P-3 S P-4 PD-1 PS-1 TITLE SHEET CONSTRUCTION LAYOUT CONSTRUCTION LAYOUT CONSTRUCTION LAYOUT CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION LEGEND IRRIGATION CALCS IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION SPECIFICATIONS IRRIGATION SPECIFICATIONS TREE, VINE & GROUNDCOVER PLANTING PLAN TREE, VINE & GROUNDCOVER PLANTING PLAN TREE, VINE & GROUNDCOVER PLANTING PLAN TREE LEGEND S HRUB PLANTING PLAN S HRUB PLANTING PLAN S HRUB PLANTING PLAN S HRUB LEGEND PLANTING DETAILS PLANTING SPECIFICATIONS TOWNSHIP, RANGE AND SECTION NUMBER: 4 6 34 4; PORTION OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN CVWD PLAN # SMP PLAN CONTROL PLAN SET 'E' DATED: 08-08-16 These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants. walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443.1446 FAX (949) 443.1631 These drawings and/or the accompanying specifications ore the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION ««< SHEET DESCRIPTION DESIGNED DRAWN CHECKED TITLE SHEET SMP SMP SMP DATE 08 /08 /16 JOB NO. 616976 CAD ALE SHEET NUMBER T OF 25 SHEETS PLAN SET "El' 08-08-16 NOTE: ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. IT IS THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL APPROVALS THAT ARE NECESSARY FOR WORK THAT IS TO BE PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER DEPARTMENTS JURISDICTION. 0 SCALD 1 " = 20' e T T UNIT 169 PLAN 2 FF.ELEV:160.57 PE.ELEV:159.90 GF.ELEV:159.90 0 UNIT 170 PLAN 2 FF.ELEV:160.47 PE.ELEV:159.80 GF ELEV.159 80 UNIT 164 PLAN 4 FF ELEV• 160 57 PE.ELEV:159.90 GF.ELEV:159.90 UNIT 163 PLAN 4 FF.ELEV:160.47 PE.ELEV:159.80 GF.ELEV:159.80 UNIT OF WORK n I CA OPT' UNIT 117 PLAN 1 FF.ELEV:160.57 PE.ELEV:159.90 GF.ELEV:159.90 UNIT 118 PLAN 4 FF.ELEV:160.47 PEELEV:159.80 GF.ELEV:159.80 II T—, UNIT 110 PLAN 3 FF ELEV•160 57 PEELEV:159.90 GF.ELEV:159.90 UNIT 109 PLAN 2 FF.ELEV:160.47 PE.ELEV:159.80 GF.ELEV:159.80 4 1 • : • ] `ti MATCHUNE — SEE SHEET CL-2 0-co- of• 2 • MIMARY UTILITY SYMBOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) MAILBOX ® BUBBLER BOX DRAIN PIPE 17"X30" ELECTRICAL BOX (ABOVE GROUND) 17"X30" TELEPHONE BOX (FLUSH) 9"X9" CABLE TV. BOX (ABOVE GROUND) IRRIGATION CONTROLLER / POWER PED. FIRE HYDRANT WATER METER YARD DRAIN GRATE / INLET PRECISE GRADING PLAN NOTE FLOW LINE I C Ott ithretintize4.11 !RI u i Ia•n+ a '-iv aro 7.1 4i 9: Fo L li91 1 nena C. 1 U7 ti t3 I s f a KEY MAP .. rx I �-, 11 I7 NI v. i� 1 dr 1 f 1t `' �'I P( 1�y �:4 ,�J'L 91C'.Iill FRANk SINATRA NOT TO SCALE FINISH SC//FDULE y�at I -Flio brae 2511! CONTRACTOR NOTE: ALL HARDSCAPE MATERIALS, COLORS AND FINISHES SHALL BE INSTALLED AS INDICATED ON THE APPROVED PLAN. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED WHEN CONDITIONS ARISE THAT WERE UNFORESEEN AT TIME OF PREPARING THESE PLANS. CONTRACTOR SHALL NOT MAKE FIELD MODIFICATIONS TO THESE DESIGNS WITHOUT THE LANDSCAPE ARCHITECT AND THE CITY OF PALM DESERT'S REVIEW & APPROVAL. SITE IMPROVEMENTS SYMBOL DESCRIPTION CURB & GUTTER PARKWAY CONCRETE SIDEWALK— CITY STD. LANDSCAPE BOULDERS DRY STREAM BED CONCRETE PAVING s s PASEO SEATING AREA IRON BENCH EXISTING PERIMETER WALL (s-8) THE PRECISE GRADING PLANS PREPARED BY STANTEC AND APPROVED BY THE CITY OF PALM DESERT SHALL BE ISSUED TO ALL BIDDERS AND INSTALLING CONTRACTOR(S). THE PRECISE GRADING PLAN IS AN INTEGRAL PART OF THESE LANDSCAPE PLANS, AND INDICATES ALL NECESSARY FINISH SURFACE / FINISH GRADE ELEVATIONS, DRAIN HEAD AND DRAIN LINE LOCATIONS. ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND FINAL WALKWAY / DRIVEWAY LAYOUT SHALL CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN ON THE APPROVED PRECISE GRADING PLAN. SLUMP BLOCK WALL PRECISION BLOCK WALL TUBULAR STEEL GATE WITH MESH MASONRY PILASTER BOULDER & ROCK NOTE ALL LANDSCAPE BOULDERS TO BE DESERT TAN" — CONTRACTOR TO PROVIDE QUANTITIES & SIZES AS PER SPECS. TO BE VERIFIED BY LANDSCAPE ARCHITECT PROJECT TOTAL QUANTITY 25% — 18" 50% — 24" 25% — 36" ALL DRY STREAM BED ROCK TO BE 2" TO 6" "DOS RIOS" UNLESS NOTED OTHERWISE. ALL BOULDERS, ROCK AND AGGREGATES ARE AVAILABLE BY SOUTHWEST BOULDER. www.southwestboulder.com COLOR / FINISH / NOTES REFER TO THE CITY OF PALM DESERT APPROVED PRECISE GRADING PLAN REFER TO STREET IMPROVEMENT PLANS REFER TO BOULDER $ ROCK NOTE— ON THIS SHEET REFER TO BOULDER $ ROCK NOTE ON THIS SHEET COLOR: NATURAL CONCRETE FINISH: MEDIUM BROOM COLOR: COLOR: MISSION MISSION OR TAN DETAIL N/A N/A PROJECT LOCATION SEE DETAIL "C&D" SHEET CD-1 SEE DETAIL "D" SHEET CD-1 SEE DETAIL "A&E" SHEET CD-1 SEE DETAIL"E" SHEET CD-2 SEE DETAIL "A" SHEET CD-2 N/A SEE DETAIL "F" SHEET CD-2 SEE DETAIL "D" SHEET CD-2 SEE DETAIL "C" SHEET CD-2 SEE DETAIL "C" SHEET CD-3 SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 4431631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION J cc co Z U 05a ct 0 d 02 = 3 Z N W O d N 8 O a Q cc 2 co (A ' § 13 Jew < co "o CO Zoos )1-0 V f/ SHEET DESCRIPTION CONSTRUCTION LAYOUT DESIGNED JL/AE DRAWN JL/AE CHECKED JL/AE DATE 08/08/16 JOB NO. 616976 CAD FILE SHEET NUMBER CL1 0' 20' 40' OF 25 SHEETS PLAN SET "E" 08-08-16 FINISH SC//FDULF CONTRACTOR NOTE: ALL HARDSCAPE MATERIALS, COLORS AND FINISHES SHALL BE INSTALLED AS INDICATED ON THE APPROVED PLAN. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED WHEN CONDITIONS ARISE THAT WERE UNFORESEEN AT TIME OF PREPARING THESE PLANS. CONTRACTOR SHALL NOT MAKE HELD MODIFICATIONS TO THESE DESIGNS WITHOUT THE LANDSCAPE ARCHITECT AND THE CITY OF PALM DESERT'S REVIEW & APPROVAL. SITE IMPROVEMENTS SYMBOL DESCRIPTION CURB & GUTTER PARKWAY CONCRETE SIDEWALK— CITY STD. LANDSCAPE BOULDERS DRY STREAM BED CONCRETE PAVING PASEO SEATING AREA IRON BENCH EXISTING PERIMETER WALL (S-9) SLUMP BLOCK WALL PRECISION BLOCK WALL TUBULAR STEEL GATE WITH MESH MASONRY PILASTER PRECISE GRADING PLAN NOTE THE PRECISE GRADING PLANS PREPARED BY STANTEC AND APPROVED BY THE CITY OF PALM DESERT SHALL BE ISSUED TO ALL BIDDERS AND INSTALLING CONTRACTOR(S). THE PRECISE GRADING PLAN IS AN INTEGRAL PART OF THESE LANDSCAPE PLANS, AND INDICATES ALL NECESSARY FINISH SURFACE / FINISH GRADE ELEVATIONS, DRAIN HEAD AND DRAIN LINE LOCATIONS. ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND FINAL WALKWAY / DRIVEWAY LAYOUT SHALL CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN ON THE APPROVED PRECISE GRADING PLAN. NOTE: COLOR / FINISH / NOTES REFER TO THE CITY OF PALM DESERT APPROVED PRECISE GRADING PLAN REFER TO STREET IMPROVEMENT PLANS REFER TO BOULDER $ ROCK NOTE— ON THIS SHEET REFER TO BOULDER $ ROCK NOTE ON THIS SHEET COLOR: NATURAL CONCRETE FINISH: MEDIUM BROOM COLOR: MISSION COLOR: MISSION OR TAN BOULDER & ROCK NOTE ALL LANDSCAPE BOULDERS TO BE DESERT TAN" — CONTRACTOR TO PROVIDE QUANTITIES & SIZES AS PER SPECS. TO BE VERIFIED BY LANDSCAPE ARCHITECT PROJECT TOTAL QUANTITY 25% — 18" 50% — 24" 25% — 36" ALL DRY STREAM BED ROCK TO BE 2" TO 6" "DOS RIOS" UNLESS NOTED OTHERWISE. ALL BOULDERS, ROCK AND AGGREGATES ARE AVAILABLE BY SOUTHWEST BOULDER. www.southwestboulder.com ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. IT IS THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL APPROVALS THAT ARE NECESSARY FOR WORK THAT IS TO BE PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER DEPARTMENT S JURISDICTION. SCALE* 1 " = 20' DETAIL N/A N/A SEE DETAIL "C&D" S HEET CD-1 SEE DETAIL "D" S HEET CD-1 S EE DETAIL "A&E" S HEET CD-1 S EE DETAIL"E" SHEET CD-2 S EE DETAIL "A" SHEET CD-2 N/A SEE DETAIL "F" SHEET CD-2 SEE DETAIL "D" S HEET CD-2 SEE DETAIL "C" SHEET CD-2 SEE DETAIL "C" SHEET CD-3 Amsazszen 0 I I I I • ■ IF 5' 1 11' NJ rOml N O O v el PR W W N N V O O V I it MO MI - see m m hC in 02 N u •� N O O V --r.r——in - REFER TO SEATING AREA 'I' SHEET CL-7 • LJMIT OF WORK • • • • • r PRIMARY RUMOR MB-28 UTILITY SYMBOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) MAILBOX 17"X30" ELECTRICAL BOX (ABOVE GROUND) 17"X30" TELEPHONE BOX (FLUSH) o 9"X9" CABLE TV. BOX (ABOVE GROUND) IRRIGATION CONTROLLER / POWER PED. FIRE HYDRANT WATER METER YARD DRAIN GRATE / INLET fee --- • NJ I ' mm 8gV a • • IID BUBBLER BOX DRAIN PIPE FLOW LINE I WiTCHUNE — SEE SH ET CL-2 .......... I 1lle3aNri'': sp //fris s GTti )4 ATE loay II 7� , :yi KEY MAP 9 Y E+ 4 J �4 11T I a • r11. k SI100'OglQM=M110 awlwl-_J CV7• 1121•121t• FRANK SINATRA NOT TO SCALE UNIT 171 PLAN 2 FF.ELEV:160.47 PEELEV:159.80 GF.ELEV:159.80 I — - - prm ran Or4r 9rlrt'ri! rarer 0 MATCHUNE — SEE SHEET CL-3 UNIT 162 PLAN 4 FF ELEV-160 47 PE.ELEV:159.80 GF.ELEV:159.80 ,; . C. • I� • f UNIT 119 PLAN 4 FF ELEV•160 47 PE.ELEV:159.80 GF ELEV• 159 80 UNIT 108 PLAN 2 FF.ELEV:160.47 PEELEV:159.80 GF.ELEV:159.80 Trins N • • L H C 0 PROJECT LOCATION RgFEF TO ALERIA PRODUc,T1A(J LANDS :AP PLAI4S SUAMIBLS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 7-31-18 Renewal Date 08-06-16 Date These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION O O a • <<<C« '<' <_ CD V! E 0 Z 4a W �o�d Jcj<030 =4 g goo2 z 0AHoO SHEET DESCRIPTION CONSTRUCTION LAYOUT DESIGNED DRAWN CHECKED JL/AE JL/AE JUAE DATE 08/08/16 JOB NO. 616976 CAD FILE SHEET NUMBER C L- 2 0' 20' 40' 60' NORTH OF 25 SHEETS PLAN SET "E" 08-08- FINISH SC//FDULF CONTRACTOR NOTE: ALL HARDSCAPE MATERIALS, COLORS AND FINISHES SHALL BE INSTALLED AS INDICATED ON THE APPROVED PLAN. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED WHEN CONDITIONS ARISE THAT WERE UNFORESEEN AT TIME OF PREPARING THESE PLANS. CONTRACTOR SHALL NOT MAKE FIELD MODIFICATIONS TO THESE DESIGNS WITHOUT THE LANDSCAPE ARCHITECT AND THE CITY OF PALM DESERT'S REVIEW & APPROVAL. SITE IMPROVEMENTS SYMBOL DESCRIPTION CURB & GUTTER PARKWAY CONCRETE SIDEWALK- CITY STD. LANDSCAPE BOULDERS DRY STREAM BED CONCRETE PAVING S_6 PASEO SEATING AREA IRON BENCH EXISTING PERIMETER WALL CS-g� SLUMP BLOCK WALL 0-1D PRECISION BLOCK WALL TUBULAR STEEL GATE WITH MESH MASONRY PILASTER PRECISE GRADING PLAN NOTE COLOR / FINISH / NOTES REFER TO THE CITY OF PALM DESERT APPROVED PRECISE GRADING PLAN REFER TO STREET IMPROVEMENT PLANS REFER TO BOULDER $ ROCK NOTE- ON THIS SHEET REFER TO BOULDER $ ROCK NOTE ON THIS SHEET COLOR: NATURAL CONCRETE FINISH: MEDIUM BROOM COLOR: COLOR: THE PRECISE GRADING PLANS PREPARED BY STANTEC AND APPROVED BY THE CITY OF PALM DESERT SHALL BE ISSUED TO ALL BIDDERS AND INSTALLING CONTRACTOR(S). THE PRECISE GRADING PLAN IS AN INTEGRAL PART OF THESE LANDSCAPE PLANS, AND INDICATES ALL NECESSARY FINISH SURFACE / FINISH GRADE ELEVATIONS, DRAIN HEAD AND DRAIN LINE LOCATIONS. ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND FINAL WALKWAY / DRIVEWAY LAYOUT SHALL CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN ON THE APPROVED PRECISE GRADING PLAN. NOTE: MISSION MISSION OR TAN BOULDER & ROCK NOTE ALL LANDSCAPE BOULDERS TO BE " DESERT TAN" — CONTRACTOR TO PROVIDE QUANTITIES & SIZES AS PER SPECS. TO BE VERIFIED BY LANDSCAPE ARCHITECT PROJECT TOTAL QUANTITY 25% — 18" 50% — 24" 25% — 36" ALL DRY STREAM BED ROCK TO BE 2" TO 6' "DOS RIOS" UNLESS NOTED OTHERWISE. ALL BOULDERS, ROCK AND AGGREGATES ARE AVAILABLE BY SOUTHWEST BOULDER. www.southwestboulder.com ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. IT IS THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL APPROVALS THAT ARE NECESSARY FOR WORK THAT IS TO BE PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER DEPARTMENTS JURISDICTION. SCALE 1 " = 20' DETAIL N/A N/A SEE DETAIL "C&D" S HEET CD-1 SEE DETAIL "D" SHEET CD-1 S EE DETAIL "A&E" SHEET CD-1 S EE DETAIL"E" SHEET CD-2 SEE DETAIL "A" SHEET CD-2 N/A SEE DETAIL "F" SHEET CD-2 SEE DETAIL "D" SHEET CD-2 S EE DETAIL "C" SHEET CD-2 SEE DETAIL "C" SHEET CD-3 • �NI • OE (Existing) u - • OE (Existing) a I ° OE (Existing) s • • OE (Existing) ° S-5 • ,._.__ OE (Existing) • 1 1 1 • UTILITY SYMBOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) - MAILBOX 17"X30" ELECTRICAL BOX (ABOVE GROUND) 17"X30 TELEPHONE BOX (FLUSH) 9"X9" CABLE TV. BOX (ABOVE GROUND) IRRIGATION CONTROLLER / POWER PED. FIRE HYDRANT WATER METER YARD DRAIN GRATE / INLET V PRIMARY PULLBOX MB- 2S 0 Ma • • • 10 zO • ® BUBBLER BOX DRAIN PIPE gl el 0 O J — TC. a oo-; FLOW LINE E03113K5 L • OE (Existing) st OE (Existing) s • N incift /AIR:cc:run "1-1 MATCHUNE SEE SHEET CL-2 • spa Ulm in in 1'4 rEiirm4t6i I‘ -Ntr.-R1 ;4 le 111:11:111101 NOT TO SCALE criadPN A Of (Existing) KEY MAP 190 OE (Existing • .71 13' OE (Existing) • PROJECT LOCATION LANDSCAPE ARCHITK1S 34197 COAST HIGHWAY, SUITE 200 7-31-10 Renewal Date 08 08 16 Date These drawings and/or the accompanying specifications ore the exclusive property of Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION cc cc 0 s Go fx co 0 sesal mo SHEET DESCRIPTION CONSTRUCTION LAYOUT DESIGNED DRAWN CHECKED JUAE JL/AE DATE 08/08/16 JOB NO 616976 CAD RLE SHEET NUMBER CL 3 20' 40' 60' NORTH OF 25 SHEETS PLAN SET "E" 08-08-16 EXPANSION JOINT 1. EXPANSION JOINT- TYPICAL 2. 3/8" WIDE FULL DEPTH ASPHALT SATURATED FIBER EXPANSION BOARD 3. CONCRETE PAVING SEE FINISH SCHEDULE 4. 1 /4" RADIUS - ALL EDGES 5. 3/4" DEEP X 3/8 WIDE (MAX.) TOOLED SCORE JOINT WITH 1/4' RADIUS EDGES WHERE OCCURS SEE CONSTRUCTION PLAN SCORE JOINT NOTE: ALL CONCRETE THICKNESS STEEL REINFORCEMENT AND BASE MATERIAL SHALL BE AS ESTABLISHED BY THE GEOTECHNICAL ENGINEER. SEE NOTES ON THIS DETAIL. 6. REINFORCING STEEL - REFER TO SOILS ENGINEER S SPECIFICATIONS FOR SIZE AND LOCATIONS 7. AGGREGATE BASE - REFER TO SOILS REPORT IF APPLICABLE. 8. FINISH GRADE 9. COMPACTED SUBGRADE - REFER TO SOILS REPORT • EXPANSION JOINTS IN WALKS TO OCCUR AT ALL CHANGES IN DIRECTION AND WHERE NEW CONCRETE PAVING ABUTS EXISTING SIDEWALKS AND/OR CURBS. THE RECOMMENDED SPACING FOR EXPANSION JOINTS IN WALKS IS 16 0.0 FOR CONTINUOUS WALKS UNLESS OTHERWISE RECOMMEND BY PROJECT SOILS ENGINEER. • REFER TO SOILS ENGINEER'S REPORT FOR MINIMUM THICKNESS OF CONCRETE AGGREGATE BASE AND REINFORCING STEEL SIZE AND SPECIFICATIONS. ALL CONCRETE WORK IDENTIFIED AS PART OF THIS DETAIL IS NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. SECTOR 1-1/2' =1'-0" E I EXPANSION JOINT 8c SCO SECTION: NO SCALE PLAN VIEW: NO SCALE PE J01\T -1-I1 III�II I I-111-III-111-1 I I- 1 1-I II -I I I -I 1-1 _ -1 1 1-� I I 1 �1-III I I 1=1 I I�I 11=1 I I 11 1=1 1=1 1 1- 1. DRAIN & GRATE (PER CIVIL PLAN) 2. COBBLE- TO EXTEND 6-12" RANDOMLY AROUND DRAIN HEAD REFER TO BOULDER AND ROCK NOTE FOR SPECIFICATION ON CONSTRUCTION PLAN. 3. 2' LAYER OF DECOMPOSED GRANITE AFTER COMPACTION REFER TO CONSTRUCTION PLAN FOR SPECIFICATION. C I BOULDE • • SECTION 1 "=1'-0" 1. LANDSCAPE BOULDER - REFER TO FINISH SCHEDULE ON CONSTRUCTION LAYOUT PLANS 2. FINAL GRADE 3. 90% COMPACTED SUBGRADE Revised March 1, 2007 per City of Palm PS IN LANDSCAPE I, SECTION NOT TO SCALE WIDTH VARIES SEE CONSTRUCTION PLAN 1. LANDSCAPE BOULDER, TYP. (SEE FINISH SCHEDULE) 2. 6' MIN LAYER DECORATIVE ROCK (SEE FINISH SCHEDULE ON THE CONSTRUCTION LAYOUT PLANS) Revised March 1, 2007 per City of Desert's Comments i 3. 90% COMPACTED SUBGRADE 4. REFER TO GRADING PLAN FOR DRAIN LOCATIONS Palm Desert's Comments SECTION 1 '=1'-0" 1. FINISH GRADE 2. 1/4" RADIUS ALL EDGES 3. CONCRETE PAVING REFER TO FINISH SCHEDULE 4 3/4' TOOLED ESCORE JOINT W/ 1 (MAX.)DE /4" RADIUS EDGES WHERE OCCURS. REFER TO CONSTRUCTION PLAN. 5. REINFORCING STEEL - REFER TO SOILS REPORT 7. SUB -BASE MATERIAL REFER TO SOILS REPORT 8. COMPACTED SUBGRADE 9. 1" MINIMUM, 2" AT TURF AREAS NOTE: • REFER TO SOILS ENGINEER'S REPORT FOR MIN THICKNESS OF CONCRETE AND SIZE OF REINFORCING STEEL. 6. EXPANSION JOINT - TYPICAL. REFER TO DETAIL ON THIS SHEET ALL CONCRETE WORK IDENTIFIED AS PART OF THIS DETAIL IS NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. Al CONCRETE PAVING SECTION 1 "=1'-0" 1. #3 NOSE BAR 2. EXPANSION JOINT - REFER TO DETAIL 'J', THIS SHEET 3. REFER TO GRADING PLAN FOR RISER HEIGHT 4. CONCRETE PAVING - REFER TO DETAIL 'G , THIS SHEET 5. 1/2' RADIUS ON NOSE OF TREADS 6. CONCRETE PAVING - REFER TO FINISH SCHEDULE 7. STEEL - REFER TO SOILS REPORT 8. COMPACTED SUB -GRADE 9. SUB -BASE MATERIAL - REFER TO SOILS REPORT INSET 'A' ALL CONCRETE WORK IDENTIFIED AS PART OF THIS DETAIL IS NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. NOTE: NUMBER OF STEPS PER CIVIL ENGINEER PLANS rib SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443.1446 FAX (949) 443.1631 W ce NDSCApe. Murphy, q,P +0cy �II�1` 7-31-18 Renewal Date 08-08-16 * Date �F CALIF These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION CKI«< 8 m a J C) 2o Z 2 0 <d'N a 23 0 M W Z li Er T O 0 NU8 O a SHEET DESCRIPTION CONSTRUCTION DETAILS DESIGNED SMP DRAWN CHECKED SMP SMP DATE 08 /08 /16 JOB NO. 616976 CAD FILE CONSTDETAILS SHEET NUMBER CD-1 4. COMPACTED SUBGRADE. F COBBLE AROUND DRAIN D DRY STREAM BED W/ BOULDERS B I CONCRETE STEP (WHERE / IF APPLICAB; E) OF 25 SHEETS PLAN SET "E" 08-08-1 E uI = EY) ♦= ENLASGEVE\T J SEATING A I/ SCALE: 1 "=1' NATURAL GRAY BROOM FINISHED CONCRETE WALKWAY— SEE DETAILS A&E ON SHEET CD-1 6' WIDE, NATURAL GRAY BROOM FINISHED CONCRETE CURB — SEE DETAIL 'B' ON SHEET CD-2 STUCCO PILASTER WITH DECORATIVE TILE AND URN — SEE DETAIL ' B" ON SHEET CD-3 MINIMUM 4" THICK/ 3/8' 'APPACHE BROWN" CRUSHED AGGREGATE — SEE DETAIL "B" ON SHEET CD-2 AVAILABLE AT SOUTHWEST BOULDER DECORATIVE BENCH — SEE DETAIL ' A ON SHEET CD-3 **LETTER INSIDE BENCH INDICATES "BENCH STYLE" PEA "I" AT THE END OF PASEO GUSTO SECTION VIEW SCALE: 1/2" = 1'-0" LEGEND 1. ROLLED CEMENT CROWN 2. 6x6x16 SLUMP BLOCK ORCO BLOCK)— MISSION COLOR 3. FINISH GRADE 4. CONCRETE FOOTING 5. 90% COMPACTED SUBGRADE NOTE — REFER TO STRUCTURAL ENGINEER'S DETAILS FOR ALL INFORMATION PERTAINING TO REINFORCEMENT, FOOTING SIZE, AND COVER ELEVATION VIEW SCALE: 1 /2" = 1'-0" LEGE\ D • ♦ .. • • • • ♦ ♦ ♦ ♦• ♦ • ♦ ♦ ♦• • • ♦• ♦ :•• •• • ♦ ♦ ♦ ♦ • ♦ ♦ • ♦♦ • . .• ♦ • ♦ • ♦ ♦ ♦ ♦ ♦ ♦ • 3'-0 CXXXXXXXXXXXXXXXXXXXXXXXXXX) % X,Xi�xx•� MO Olt 4111 1. SLUMP BLOCK WALL — REFER 7. (3) HEAVY DUTY HINGES SELF — TO PLAN 2. 1-1 /2" SQUARE TUBULAR STEEL JAMBS 3. 1-1 /2" SQUARE TUBULAR STEEL FRAME 4. GATE LATCH WITH HEAVY DUTY LOCK 5. 5/8" SQ. STEEL PICKETS © 4-1/2" 0.0 FINISH GRADE C I 3' GATE WITH MESH LEGE\ D • CLOSING AND SELF —LATCHING 8. HOUSE WALL 9. WIRE MESH SCREEN TO BE MOUNTED ON HOMEOWNER SIDE OF GATE NOTES: — ALL SURFACES SHALL BE GROUND SMOOTH. — TREAT ALL EXPOSED SURFACES W/ (2) COATS MOISTURE —PROOF PRIMER AND (2) COATS ENAMEL • • • ir "II I� SECTION VIEW SCALE: 1 /2" = 1'-0" 1.ROLLED CEMENT CROWN WITH STUCCO FINISH 2.6x8x16 CMU—TAN— GROUT CELLS SOLID 3.FINISH GRADE 4.CONCRETE FOOTING 5.COMPACTED SUBGRADE — REFER TO SOILS REPORT NOTE — REFER TO STRUCTURAL ENGINEER'S DETAILS FOR ALL INFORMATION PERTAINING TO REINFORCEMENT, FOOTING SIZE, AND COVER. \\ ' • \:\\\\\t%\� \\\\\\\\\ �% N\\N\\\\\�0 \\\\\\\\\> O\\O\\\\\Q\� \\\ XX\`\\\\\\\\\\\\\\\.\\\s\\\\` \\�\=� \\\\ie\. \ter \„q C\\\\\D \��\\\\�\ �r\\\ter\\.,n\ . �\• A l IRON BENCH to SECTION Sn SCALE• 3"=1'-0" 6" 1. 2' THICK LAYER AFTER COMPACTION DECOMPOSED GRANITE— REFER TO FINSH SCHEDULE 2. 1/4RADIUS NOSE TYP. 3• CONCRETE MOW CURB W/ WITH MEDIUM BROOM FINISH, SCORE JOINTS © 3' 0.C. AND EXPANSION JOINTS © 9' 0.C. 4. #4 REBAR CONTINUOUS. 5. FINISH GRADE— DECORATIVE ROCK. REFER TO PASEO SEATING AREA FOR SPECIFICATIONS 6. COMPACTED SUBGRADE. SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SURE 200 DANA POINT, CAUFORNIA 92629 (949) 443.1446 FAX (949) 443-1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION • ««« 8 w J U cc C) z. 0 S c� J $ tecOmiem O 0 N V a 0 a <CO CO ci cc LL0 Z CO hag Jc7Wa co zoo. cog 0Q SHEET ut3 ur ION CONSTRUCTION DETAILS DESIGNED SMP DRAWN SMP CHECKED SMP DATE 08 /08 /16 JOB NO. 616976 CAD FILE CONSTDETAILS SHEET NUMBER 7.1 SLUMP BLOC ' WALL D I PRECISIO\ BLOCK WALL RiCONC PETE MOW CURB I II CD-2 OF 25 SHEETS PLAN SET "E" 08-08 EVELATION 1 "=1'-0" d- N • SECTION 1 "=1'-0" 24" SQ. 24" SQ. 4 III ° o / • /"--III III' <-1 1I 11� I:—II�II�IIII III III—Iii II REFER lk —111 III ENGINEER'S PLAN 1. TILE CAP — 12'X12MEXICAN PAVER / SALTIO TILE 2 8X8X16 CMU PINWHEEL LAYOUT 3 CONCRETE PAVING — REFER TO FINISH SCHEDULE 4. CONCRETE FOOTING — REFER TO STRUCTURAL ENGINEER'S DETAIL 5. REINFORCING STEEL PER STRUCTURAL ENGINEER'S DETAIL NOTE REFER TO STRUCTURAL ENGINEER CALCULATIONS AND DETAILS FOR FOOTING SIZE AND FOR STRUCTURAL STEEL REINFORCING. 6. 7. 8. COMPACTED SUB —GRADE REFER TO SOILS REPORT FINISH GRADE STUCCO FINISH— LIGHT LACE TO MATCH ARCHITECTURE COLOR— MATCH DE 6177 THACHED ROOF 9. DECO TILE ACCENT —FRONT AND BACK SIDE OR EACH PILASTER BID FD-118'b' 6X6 (4 TILES PER SIDE) CLASSIC TILE AND MOSAIC (310) 287-0142 9.11•ZoteAVA1 'SAWS •` EVELATION 1 "=1'-0" 1-III III SECTION 1 "=1'-0" III— IIIII — III REFER T ii nut, I On/AL ENGINEER'S PLAN 1. TILE CAP — 12"X12" MEXICAN PAVER / SALTIO TILE 2. 8X8X16 CMU PINWHEEL LAYOUT 3. CONTRACTOR TO SUPPLY DRAINAGE & DRIP IRRIGATION 4. CONCRETE PAVING — REFER TO FINISH SCHEDULE 5. CONCRETE FOOTING — REFER TO STRUCTURAL ENGINEER'S DETAIL 6. REINFORCING STEEL PER STRUCTURAL ENGINEER'S DETAIL NOTE REFER TO STRUCTURAL ENGINEER CALCULATIONS AND DETAILS FOR FOOTING SIZE AND FOR STRUCTURAL STEEL REINFORCING. / 7. COMPACTED SUB —GRADE REFER TO SOILS REPORT 8. FINISH GRADE 9. DECORATIVE POT— BY ARCHITECTURAL POTTERY POT— SCROLL BOWL MODEL # SCROBOL SIZE: O.D 20' , I.D. 10", HT 15' PHONE: 714 895-3359, FAX 714 898-5109 PLANT WITH 1-5 GALLON MEXICAN FEATHER GRASS AND FLATTED IVY GERANIUM 10. STUCCO FINISH— LIGHT LACE TO MATCH ARCHITECTURE COLOR— MATCH DE 6177 THACHED ROOF 11. DECO TILE ACCENT —FRONT AND BACK SIDE OR EACH PILASTER BID PD-62'b' 6X6 (4 TILES PER SIDE) CLASSIC TILE AND MOSAIC (310) 287-0142 BENCH STYLE "A" 1'=1'-0'(alternating deco tiles) r 1 • 1 • • I I I `-%I I 111 SECTION 1 "=1'-0" 5'-0" 2 3 j 1 2 3 1 2 • 3 • EC.L.tr•• intenah•SAM•Ontnntarn 'en 0- m 3 1 1=1 III I I I I IIIIIIIHI III1 1III REFER TO S�TW JCTUNAL —/ FNGINFFR'S PI AN 1. TILE CAP — 8X8 MEXICAN TILE / SALTIO TILE 2 16X8X16 CMU COLUMN BLOCK 3. FINISH SURFACE / GRADE REFER TO PLAN 4. CONCRETE FOOTING — REFER TO STRUCTURAL ENGINEER'S DETAIL 5. REINFORCING STEEL PER STRUCTURAL ENGINEER'S DETAIL 6. COMPACTED SUB —GRADE REFER TO SOILS REPORT 7. FINISH SURFACE WHERE APPLICABLE NOTE REFER TO STRUCTURAL ENGINEER CALCULATIONS AND DETAILS FOR FOOTING SIZE AND FOR STRUCTURAL STEEL REINFORCING. A l DECORATIVE TILE BENCHES NOTE: / 2 3 1 • 8. ALTERNATING SOLID TILE FOR BENCH STYLE "B" REFER TO PLAN FOR LOCATION TILE 1= CTM-82 4X4 TILE 2= CTM-84 4X4 TILE 3= CTM-513 4X4 AVAILABLE AT CLASSIC TILE AND MOAAIC— ALLOW 6 WEEKS (310) 287-0142 ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS PART OF THESE DETAILS ARE NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPE DEPARTMENTS INSPECTION AND APPROVAL PROCESS IT IS THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL APPROVALS THAT ARE NECESSARY FOR WORK THAT IS TO BE PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER DEPARTMENTS JURISDICTION. SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 44341446 FAX (949) 443-1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION ««« Z 0 0 G SHEET DESCRIPTION CONSTRUCTION DETAILS DESIGNED DRAWN CHECKED SMP SMP SMP DATE 08/08/16 JOB NO. 616976 CAD FILE CONSTDETAILS SHEET NUMBER V ASONRY PILASTER @ PASEO ENTRANCE B MASONRY PILASTER W/ POT AT SEATING AREA CD -3 OF 25 SHEETS PLAN SET "E" 08-08-16 CITY OF PALM DESERT WATER CONSERVATION STATEMENT THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE REQUIREMENTS. CERTIFICATE OF PROJECT COMPLETION Project Name: Parcel Map or Tract No• Project Location: Maximum Water Allowance: (In hundred cubic feet) Estimated Total Annual Water Use: (in hundred cubic feet) Preliminary Project Documentation Submitted: (initials indicates submittal) 1 Grading design plan Landscape design plan 3 Irrigation design plan 4. Irrigation schedules Post installation Inspection: (initials indicate completion) A Plants installed as specified B Irrigation systems installed as designed Commen+o• A copy of this certification has been provided to Owner/Developer and District Comments• It is my opinion that the work outlined above has been completed in substantial accordance with Coachella Valley Water District and The City of Palm Desert's Landscape and Irrigation Guidlines. Landscape Architect Signature No. Date License NOTE A: POINT OF CONNECTION SHALL BE A 1" DOMESTIC WATER METER WITH A 1.52" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NOTE B: CONTROLLER SHALL BE A WEATHERTRAK MOD. # "ETPRO3-24—SPT—RI" 24 STATION INSTALLED IN A STAINLESS STEEL ENCLOSURE (SEE LEGEND FOR TYPE). FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE C: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE D: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE E: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE F: CONTRACTOR SHALL ADJUST IRRIGATION AS NECESSARY TO AVOID CONFLICT WITH UTILITIES. NOTE: G SLEEVING SHOWN ON MAJOR CROSSINGS ONLY. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND / OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND/ OR USBR EASEMENTS. SCALE• 1" = 20' 20' 40' 6NORTH NOTE: NO TREES SHALL BE PLANTED WITHIN C.V.W.D. EASEMENT OR RIGHT —OF WAYS. NOTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA STATEMENT OF WATER CONSERVATION Please note the following principles of design utilized on this project directed specifically as conserving water and improving the efficiency of the irrigation system: Utilization of high —efficiency point source drip. Irrigation zones separated by plant material types. Irrigation zones separated by exposure and orientation. Utilization of controller with water budgeting feature. AN IRRIGATION AUDIT, IN COMPLIANCE WITH THE STATE OF CALIFORNIA LANDSCAPE WATER MANAGEMENT PROGRAM, SHALL BE PERFORMED BY A CERTIFIED IRRIGATION AUDITOR PRIOR TO TURNOVER OF PROJECT FROM INSTALLATION CONTRACTOR TO HOA EMPLOYED STAFF AND EVERY 5 YEARS THEREAFTER. IRRIGATION SYSTEM SHALL BE TESTED AND MAINTAINED ON A MONTHLY BASIS BY THE HOA EMPLOYED MAINTENANCE STAFF. THE REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN V minx 4141 0a 0 Ir UTILITY SYMBOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) MAILBOX 17"X30" ELECTRICAL BOX (ABOVE GROUND) 17"X30" TELEPHONE BOX (FLUSH) 9"X9" CABLE TV. BOX (ABOVE GROUND) IRRIGATION CONTROLLER / POWER PED. FIRE HYDRANT WATER METER YARD DRAIN GRATE / INLET ® BUBBLER BOX DRAIN PIPE FLOW LINE CVWD DOMESTIC 3/4" METER WITH 1" R/P BACKFLOW (ID 9839231) DRAWING NO. WR305422-08 8" VCP SEWER MAIN PER CVWD DRAWING NO. 35092 12" DIP WATER MAIN PER CVWD DRAWING NO. 35082 PRIVATE SEWER LINE, r7 I ; UNIT 169 PLAN 2 FF.ELEV:160.57 PE.ELEV:159.9D GF.ELEV:159.90 UNIT 170 PLAN 2 FF.ELEV:160.47 PE.ELEV:159.80 GF.ELEV:159.80 PRIVATE SEWER LINE 'Cr UNIT 117 PLAN 1 FF.ELEV:160.57 PE.ELEV:159.90 GF.ELEV:159.90 7 UNIT 118 PLAN 4 FF.ELEV:160.47 PE.ELEV:159.80 GF.ELEV:159.80 2" DOMESTIC WATER MAINLINE FROM 3/4" DOMESTIC WATER W/ 1" RP BACKFLOW METER #5 (ID: 9839231) — SEE SONRISA CONDO PLANS BY SMP PUBLIC UTILITIES EASEMENT Rr. ...._ ,:::a,, UNIT 164 PLAN 4 FF.ELEV:160.57 PE ELEVP159 90 GF.ELEV:159.90 UNIT 163 PLAN 4 FFELEV:160.47 PE.ELEV:159.80 GF.ELEV:159.80 f N vi 1 UNIT 110 PLAN 3 FF.ELEV:160.57 PE.ELEV:159.90 GF.ELEV:159.90 UNIT 109 PLAN 2 FF.ELEV:160.47 PE.ELEV:159.80 GF.ELEV:159.80 V 0 qq' P BLIC IUTILIl Y : E4SEVIENT I I16 6 TETI TEAR- TYP 0 H` RT.O.Wl'hP _ -O W Zoo QL Okr w 1d' PUBVC ILI Y SEVIENI A13 S�oRVI 1" DrAIIJ-1YP it, 4.2 I' S-DRIP 'l . CITY OF PALM DESERT INSPECTION SCHEDULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. 10TO5 I5TO10 110 TO 15 15 TO 25 25 TO 35 35 TO 50 'ENO vit GPM GPM GPM GPM GPM Slury3/ ' SC) 40 PVC PIPE 1 ` SCH 40 PVC PIPE —1 /4" SCH. 40 PVC PIPE 1-1 (2" SCH. 40 PVC PIPE 2" SCH. 40 PVC PIPE 2-1 /2"" SCH. 40 PVC PIPE Atthfl: GIP }i 5ESHLALLE F'fl'r GERA KEY MAP L 1r;rla'§, yti �11 da F} �W Al.9n r 1.111`r�l� � � i -<II� I a.".,.. u.. anU,1yye_. lis nu k it I . k FRANK SINATRA NOT TO SCALE KEY MAP LEGEND LOCATION OF METER DATE CVWD PLAN # PROJECT LOCATION These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USER right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CAUFORNIA 92629 (949) 44341446 FAX (949) 44341631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. 5 a a W �3 cc Re Z W JtiW 11 id° co cc Q.0 to COI —co SHEET DESCRIPTION IRRIGATION PLAN DESIGNED DRAWN CHECKED SMP DATE 08/08/16 JOB NO. 616976 CAD FILE SHEET NUMBER TA TA I P-1 OF 25 SHEETS • • • • • - PLAN SET "E" 08-08 CITY OF PALM DESERT WATER CONSERVATION STATEMENT THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE REQUIREMENTS. CERTIFICATE OF PROJECT COMPLETION Project Name: No.: Project Location: Maximum Water Allowance (In hundred cubic feet) Estimated Total Annual Water Use: Parcel Map or Tract (in hundred cubic feet) Preliminary Project Documentation Submitted: (initials indicates submittal) 1 Grading design plan Landscape design plan 3 Irrigation design plan 4. Irrigation schedules Post installation Inspection: (initials indicate completion) A Plants installed as specified A Irrigation systems installed as designed Comments: A copy of this certification has been provided to Owner/Developer and District Comments: It is my opinion that the work outlined above has been completed in substantial accordance with Coachella Valley Water District and The City of Palm Desert's Landscape and Irrigation Guidlines. Landscape Architect Signature No. Date License NOTE A: POINT OF CONNECTION SHALL BE A 1" DOMESTIC WATER METER WITH A 1.52" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. N OTE B: CONTROLLER SHALL BE A WEATHERTRAK MOD. # "ETPRO3-24-SPT-RI" 24 STATION INSTALLED IN A STAINLESS STEEL ENCLOSURE (SEE LEGEND FOR TYPE). FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE C: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE D: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. N OTE E: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE F: CONTRACTOR SHALL ADJUST IRRIGATION AS NECESSARY TO AVOID CONFLICT WITH UTILITIES. NOTE: G SLEEVING SHOWN ON MAJOR CROSSINGS ONLY. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND / OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND/ OR USBR EASEMENTS. SCALE* 1 " = 20' 0' 20' 40' 6NORTH 1.3 S-DRIP 14.0 T-BUB 9.6 S-DRI I_J CITY OF PALM DESERT INSPECTION SCHEDULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. N OTE: NO TREES SHALL BE PLANTED WITHIN C.V.W.D. EASEMENT OR RIGHT -OF WAYS. N OTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA STATEMENT OF WATER CONSERVATION Please note the following principles of design utilized on this project directed specifically as conserving water and improving the efficiency of the irrigation system: U tilization of high -efficiency point source drip. Irrigation zones separated by plant material types. Irrigation zones separated by exposure and orientation. U tilization of controller with water budgeting feature. AN IRRIGATION AUDIT, IN COMPLIANCE WITH THE STATE OF CALIFORNIA LANDSCAPE WATER MANAGEMENT PROGRAM, SHALL BE PERFORMED BY A CERTIFIED IRRIGATION AUDITOR PRIOR TO TURNOVER OF PROJECT FROM INSTALLATION CONTRACTOR TO HOA EMPLOYED STAFF AND EVERY 5 YEARS THEREAFTER. IRRIGATION SYSTEM SHALL BE TESTED AND MAINTAINED ON A MONTHLY BASIS BY THE HOA EMPLOYED MAINTENANCE STAFF. THE REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN 17.0 /B23\ T-BUB 2.7 /624\ S-DRIP 1' n i MEM -a" N7 0T05 5 TO 10 10 TO 15 GPM 15 TO 25 GPM 25 TO 35 GPM 35 TO 50GPM NOTEr t.:fe) &fit fKft SL H`AINLLP1 c c 0 1 reel D 21.0 / B21 T-BUB (B22 4.7 1 T is DEEP rl 1 SC SIZIi /4" SCH 40 PVC PIPE GPM 1" SCH 40 PVC PIPE 1-1/4" SCH. 40 PVC PIPE 1-1(2" SCH. 40 PVC PIPE 2" SCH. 40 PVC PIPE 2-1/2' SCH. 40 PVC PIPE L o on Ice ram... V ' sa • UTILITY SYMBOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) MAILBOX 17"X30" ELECTRICAL BOX (ABOVE GROUND) 17"X30 TELEPHONE BOX (FLUSH) 9"X9" CABLE TV. BOX (ABOVE GROUND) IRRIGATION CONTROLLER / POWER PED. FIRE HYDRANT WATER METER YARD DRAIN GRATE / INLET BUBBLER BOX DRAIN PIPE FLOW LINE a:::€g a_rili'mj, ;::',.‘Lit, :7; imt conta pa loam itraiert ran:: 4 EiT- KEY MAP /0 tit Or Ma FRANK SINATRA NOT TO SCALE KEY MAP LEGEND LOCATION OF METER 0 l.. .......\- .u.. UNIT 171 PLAN 2 FF.ELEV:160.47 PE.ELEV:159.80 GF ELEV•I59 80 UNIT 162 PLAN 4 FF.ELEV:160.47 PE.ELEV:159.80 GF ELEV• 159 80 tl t,�I 11 . T l . oo �IIIIIIIJ�II I I I k1 <I 71 -0 71 rrl ✓ r C r2r2 z Z cn Ca al O O V u • O VA =I— t 1IIIIIIIIIII1' -m 00 • On I Cr'. I III _0 JA ®T-BUR If 6.2 SI DRI II L. 2.9 SI DRI III B10 1' B9 1 B8 1 a gym- oo• -n c �<I,=== _-�tri CI 0 A UNIT 119 PLAN 4 FF.ELEV:160.47 PE.ELEV:159.80 GF.ELEV:1 F' 5A T-BU a a ph in 7 J ) UT/4.I 1 ' ..... k.i®-.:._.. 7�..__k .: i� /_ EASEMEN\r PASEO GUSTO .� . 1 PRIVATE STREE inns /A-rr9-n-rnrr rii 8' VCP SEWER MAIN PER CVWD DRAWING NO. 35091 DOMESTIC 1" WATER METER #10 (ID. 8375686) INSTALLED BY CVWD, DRAWING NO. WR305422-08 1.5" SERVICE LINE 8" DIP WATER MAIN PER CVWD DRAWING NO. 35076 UNIT 108 PLAN 2 FF.ELEV:160.47 PE.ELEV:159.60 :159.80 �mm - 00�42.. 0 mmn Fri Co • Co r O O J • W WIATER METER» TYP EASEMENT Li I 0 RI I E SEMEN DATE CVWD PLAN # TII IT These plans have be accordance with Cali requiring, efficient la local governing agei Approval of this dra encroach into distric permanent structures PROJECT LOCATION 12'1 DIP WATER MAIN PER CVWD DRAWING NO 35082 VCP SEWER MAIN PER CVWD DRAWING NO. 35092 reviewed by the Coachella Valley Water District in ornia Government Code, Section 65591 et seq. dscape and irrigation design in cooperation with the y (City or County). ting by CVWD staff does not constitute approval to and USBR right -of way. Trees, plants, walls and f any kind may not be planted or installed in CVWD s or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34/97 COAST HIGHWAY. SUITE 200 DANA POINT, CALIFORNIA 92629 These drawings and/or the accompanying specifications are the exclusive property of Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. tn ce LLI 1/40 0 co cc 0 co 9.11 cc 0 0 CM cc w co 0 co uj CO CD Z SHEET DESCRIPTION IRRIGATION PLAN DESIGNED DRAWN CHECKED 7,1 war DATE 08/08/16 JOB NO. 616976 CAD FILE SHEET NUMBER OF 25 SHEETS PLAN SET "E" 08-08-1d CITY OF PALM DESERT WATER CONSERVATION STATEMENT THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERTS WATER USE REQUIREMENTS. CERTIFICATE OF PROJECT COMPLETION Project Name* Parcel Map or Tract No.4 Project Location: Maximum Water Allowan^ (In hundred cubic feet) Estimated Total Annual Water Use: (in hundred cubic feet) Preliminary Project Documentation Submitted: (initials indicates submittal) 1 Grading design plan �. Landscape design plan 3 Irrigation design plan 4. Irrigation schedules Post installation Inspection: (initials indicate completion) A Plants installed as specified _ B. Irrigation systems installed as designed Comments: A copy of this certification has been provided to Owner/Developer and District Comments: It is my opinion that the work outlined above has been completed in substantial accordance with Coachella Valley Water District and The City of Palm Desert's Landscape and Irrigation Guidlines. Landscape Architect Signature No. Date License NOTE A: POINT OF CONNECTION SHALL BE A 1" DOMESTIC WATER METER WITH A 1.52" SERVICE LINE VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NOTE B: CONTROLLER SHALL BE A WEATHERTRAK MOD. # "ETPRO3-24—SPT—RI" 24 STATION INSTALLED IN A STAINLESS STEEL ENCLOSURE (SEE LEGEND FOR TYPE). FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE C: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE D: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE E: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE F: CONTRACTOR SHALL ADJUST IRRIGATION AS NECESSARY TO AVOID CONFLICT WITH UTILITIES. NOTE: G SLEEVING SHOWN ON MAJOR CROSSINGS ONLY. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND / OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND/ OR USBR EASEMENTS. SCALE• 1 " = 20' 8" DIP WATER MAIN PER CVWD DRAWING NO 35076 n 18.0 T-BUE 3.5 S-DRII SI MAINLINE CITY OF PALM DESERT INSPECTION SCHEDULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. 0T05 5 TO 10 10 TO 15 15 TO 25 25 TO 35 35 TO 50 TE NOTE: NO TREES SHALL BE PLANTED WITHIN C.V.W.D. EASEMENT OR RIGHT —OF WAYS. NOTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA STATEMENT OF WATER CONSERVATION Please note the following principles of design utilized on this project directed specifically as conserving water and improving the efficiency of the irrigation system: Utilization of high —efficiency point source drip. Irrigation zones separated by plant material types. Irrigation zones separated by exposure and orientation. Utilization of controller with water budgeting feature. AN IRRIGATION AUDIT, IN COMPLIANCE WITH THE STATE OF CALIFORNIA LANDSCAPE WATER MANAGEMENT PROGRAM, SHALL BE PERFORMED BY A CERTIFIED IRRIGATION AUDITOR PRIOR TO TURNOVER OF PROJECT FROM INSTALLATION CONTRACTOR TO HOA EMPLOYED STAFF AND EVERY 5 YEARS THEREAFTER. IRRIGATION SYSTEM SHALL BE TESTED AND MAINTAINED ON A MONTHLY BASIS BY THE HOA EMPLOYED MAINTENANCE STAFF. THE REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN GPM GPM GPM GPM IIIIIIIIIIIN 8" VCP SEWER MAIN PER CVWD DRAWING NO. 35091 PASEO:DEL G©RADON ..(b SIZING/ G�iART SCH 40 PVC PIPE 1' SCH 40 PVC PIPE 1-1/4" SCH. 40 PVC PIPE 1-1/2'" SCH. 40 PVC PIPE 2" SCH. 40 PVC PIPE 2-1/2" SCH. 40 PVC PIPE (PRIVAT FII IVATE S ruLeox 0 ID UTILITY SYMBOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) MAILBOX 17"X30" ELECTRICAL BOX (ABOVE GROUND) 17"X30" TELEPHONE BOX (FLUSH) 9"X9" CABLE TV. BOX (ABOVE GROUND) IRRIGATION CONTROLLER / POWER PED. FIRE HYDRANT WATER METER YARD DRAIN GRATE / INLET !II hT1 IO PRIVATE STREET REET1DD I\ /A TC OTD C CT\ S-DRI I II 6.6 S-DRIP I; I "111111111111 00 m c BUBBLER BOX DRAIN PIPE FLOW LINE C C C C LL p"ran—r •i RT1''Y'4n { stetrineirc _. a IrI M• ••1 It Ia ="47. FRANK SINATRA NOT TO SCALE KEY MAP LEGEND LOCATION OF METER DATE CVWD PLAN # These plans have b accordance with C KEY MAP r rtn �,f 'nos_ ttian c ' y�m[I rrll. rafr. Iii I Sills nun Sea IL LE fillialkama PROJECT LOCATION 8' VCP SEWER MAIN PER CVWD DRAWING NO. 35092 12" DIP WATER MAIN PER CVWD DRAWING NO. 35080 n reviewed by the Coachella Valley Water District in fornia Government Code, Section 65591 et seq. en andscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 4431446 FAX (949) 443.1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION W 3 O O a ««« co cc Z 0 t) IS CO 0 LLa I 2 a o0 CO g Co Z IL 0 0.I—otoo W SHEET DESCRIPTION IRRIGATION PLAN DESIGNED DRAWN CHECKED IH IAL DATE alvlr 08 /08 /16 JOB NO. CAD ALE 616976 SHEET NUMBER IP-3 0' 20' 40' 6NORTH EI7 i RAN Es.HALLE PIPES R OF 25 SHEETS PLAN SET "E" 08-08-16 IRRIGATION MATERIAL LEGEND (HOA) SYMBOL V NOT SHOWN MANUFACT. HUNTER RAIN BIRD NOT SHOWN RAIN BIRD Q TORO ® P.O.C. ® P.O.C. 11 Ia • 17 C.V.W.D. RAIN BIRD MODEL NO. / DESCRIPTION PCN-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2" ABOVE FINISHED GRADE FOR 24" BOX AND SMALLER PCN-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2" ABOVE FINISHED GRADE FOR 36" BOX PCN-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2" ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. GPM PSI PATTERN DETAIL .25 (0.5) .50 (1.0) 1.0 (2.0) 30 TRICKLE A TRICKLE UMBRELLA XERI BUG XB-10PC-1032, XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS (1.0, 2.0 GALLON PER HOUR) SEE PLANT B DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED (1032) DRIP EMITTER ON TOP PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. B 0 1" DOMESTIC WATER METER #10 WITH 1.5" SERVICE LINE (ID: 8375686), INSTALLED BY COACHELLA VALLEY WATER DISTRICT. SEE SHEET IP-2. N/A 3/4" DOMESTIC WATER METER #5 WITH 1" SERVICE LINE (ID: 9839231), INSTALLED BY COACHELLA VALLEY WATER DISTRICT. 1" RIP BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A 100-EFB-CP SERIES (1") NORMALLY CLOSED BRASS MASTER VALVE C DATA INDUSTRIAL 220P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 1" SIZE D WATTS RAIN BIRD RAIN BIRD RAIN BIRD WEATHERTRAK IRRITROL N/A B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2" SIZE 33DLRC (3/4") QUICK COUPLER VALVE 1X0-PEB-PRS-D (1" OR 11/2") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN XCZ-150-PRB-COM 1.5" DRIP REMOTE CONTROL VALVE KIT WITH (2) MOD.# QKCHK100M 1" PRESSURE REGULATING BASKET FILTERS AS PART OF ASSEMBLY XCZ-100-PRB-COM 1" DRIP REMOTE CONTROL VALVE KIT WITH (1) MOD.# QKCHK100M 1" PRESSURE REGULATING BASKET FILTERS AS PART OF ASSEMBLY XCZ-075-PRF 3/4" DRIP REMOTE CONTROL VALVE KIT WITH (1) MOD.# PR RBY 1" PRESSURE REGULATING WYE FILTERS AS PART OF ASSEMBLY ET PRO2 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A "STRONG BOX" SERIES STAINLESS STEEL VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS - SIZE AND TYPE NOTED ON DRAWING. CL-100 CLIMATE LOGIC WEATHER SENSOR, MOUNT TO REAR OF ENCLOSURE AND WIRE TO CONTROLLER N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A E F G H I,J PACIFIC PLASTICS PVC PIPE 3/4" - 11/2" CL. 200 AS LATERAL LINES 12" BELOW GRADE K PACIFIC PLASTICS PVC PIPE 2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE K PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED L PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. N O SYMBOL AS APPROVED N O SYMBOL IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) 3M DBY-6 DIRECT BURIAL WATER -PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS PLANT / GROUND COVER EMITTER LEGEND PLANT WATER TYPE USE LOW SHRUBS LOW MODERATE SHRUBS MODERATE SHRUBS DRIP SYSTEM NOTES: ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE LEGEND. POLY FLEX TUBING ADAPTER SHALL BE CONNECTED TO THE PVC LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS REQUIRED BY EACH SHRUB OR GROUNDCOVER. # OF EMITTERS / GPH 2-2.0GPH 2-5.0GPH 2-7.0GPH (4.0 GPH) (10.0 GPH) (14.0 GPH) CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR STARTING WORK. DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO COMPENSATE FOR FUTURE PLANT GROWTH. MAINTENANCE PERSONNEL SHALL UPGRADE EMITTER SIZES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY PLANT GROWTH. HOA AREAS TO BE MAINTAINED BY spanishwalk Community Association Prime Association Services 36-953 Cook Street, Suite 101 Palm Desert, CA 92211 I Phone: 760.360.5580 I Fax: 760.360.5588 I CONTROLLER VALVE NUMBER CA20\ 20 —G P.M. 1" /JJ TREE ZONE TYPE VALVE SIZE IRRIGATION NOTES 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. K, L, M M 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3 4 5 6 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 9 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE, TWICE THE SIZE OF WIRE BUNDLE CARRIED. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. WHERE FEASIBLE SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 10 ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 11 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. CITY OF PALM DESERT WATER CONSERVATION STATEMENT THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERTS WATER USE REQUIREMENTS CERTIFICATE OF PROJECT COMPLETION Project Name: Project Location: Maximum Water Allowance: (In hundred cubic feet) Estimated Total Annual Water Use: Parcel Map or Tract No.: (in hundred cubic feet) Preliminary Project Documentation Submitted: (initials indicates submittal) 1. Grading design plan 2. Landscape design plan 3. Irrigation design plan 4. Irrigation schedules Post installation Inspection: (initials indicate completion) A. Plants installed as specified B. Irrigation systems installed as designed Comments: A copy of this certification has been provided to Owner/Developer and District Comments: It is my opinion that the work outlined above has been completed in substantial accordance with Coachella Valley Water District and The City of Palm Desert's Landscape and Irrigation Guidlines. Landscape Architect THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP, SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW, AND PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION 0.00.040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER DISTRICT ORDINANCE 1302.2 LANDSCAPE AND IRRIGATION SYSTEM DESIGN CRITERIA. NOTE NO TREES SHALL BE PLANTED WITHIN C V ND. EASEMENT OR RIGHT -OF WAYS. NOTE - NO CONFLICTING UTILITIES WITHIN PROJECT AREA STATEMENT OF WATER CONSERVATION Please note the following principles of design utilized on this project directed specifically as conserving water and improving the efficiency of the irrigation system: Utilization of high -efficiency point source drip. Irrigation zones separated by plant material types. Irrigation zones separated by exposure and orientation. Utilization of controller with water budgeting feature. AN IRRIGATION AUDIT, IN COMPLIANCE WITH THE STATE OF CALIFORNIA LANDSCAPE WATER MANAGEMENT PROGRAM, SHALL BE PERFORMED BY A CERTIFIED IRRIGATION AUDITOR PRIOR TO TURNOVER OF PROJECT FROM INSTALLATION CONTRACTOR TO HOA EMPLOYED STAFF AND EVERY 5 YEARS THEREAFTER. IRRIGATION SYSTEM SHALL BE TESTED AND MAINTAINED ON A MONTHLY BASIS BY THE HOA EMPLOYED MAINTENANCE STAFF. THE REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN Signature Date License No. DRIP SYSTEM NOTES' ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE LEGEND. POLYFLEX RISERS SHALL BE CONNECTED TO THE PVC LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS REQUIRED BY THE PLANT GROUPS. INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT MATERIALS COVER ALL DRIP TUBING COMPLETELY WITH DECOMPOSED GRANITE SPECIFIED ON LANDSCAPE PLANS CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISERS BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND SHOWN BELOW. ANY REFERENCE TO EMITTER QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR STARTING WORK. NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USER EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS INCLUDING BUT NOT LIMITED TO, DECORATIVE GONCRETE,LANDSCAP I NG, CURB, GUTTER, SIDEWALKS, PLANTERS GATES AND RELATED IMPROVEMENT INSTALLED WITHIN CVWD AND/OR USER EASEMENT CITY Or PALM DESERT INSPECT/ON SCHEDULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. DATE CVWD PLAN # These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION 5 a zcc 0 cc R COI O _1 co W 92 Ism O Z cLiti cI-OcO SHE I unt lur i TON IRRIGATION LEGEND DESIGNED DRAWN CHECKED DATE OS/OS/16 JOB NO. 6164176 CAD FILE SHEET NUMBER TA TA SMP IL-1 OF 25 SHEETS PLAN SET "E" 08-08-16 COACHELLA VALLEY WATER DISTRICT LANDSCAPE IRRIGATION WATER ANALYSIS PROJECT: Spanish Walk -Sonrisa Duplex Common Areas Landscape Plans Tract 33837 City of Palm Desert, California ® 3/4" Meter/Controller: 5/A (ID • 9839231) Project ETo: 93.9 MAXIMUM APPLIED WATER ALLOWANCE: (GALLONS PER YEAR) MWA=(hTo)x(0.45)x(Total Sq. Ft.)x(.62)/(748) 93.9 x 0.45 x 2,708 x 0.62 748 = 94.8 ESTIMATED APPLIED '13ATER USED* (GAT TONS PER YF'AR) EWE=1ETo)x(Plant Factorix(Hvdrozone Sct. Ft./V.62)47481 Irrigation Efficiency Low Water Use Shrub Planting: 93.9 x 0.2 x 1123 x 0.62 i 748 _ 0.9 Mod Water Use Shrub Planting: 93.9 x 0S x 985 x 0.69 0.9 29.8 748 = 42.6 MAXIMUM APPLIED WATER ALLOWANCE: (in hundred cubic feet) TOTAL ESTIMATED WATER USE: (in hundred cubic feet) METER ID: 9839231 WATER (WATER METER NUMBER 5/A (ELEVATION DIFFERENCE (FT) N/A (REMOTE CONTROL VALVE # All IR.C.V. DEMAND (GPM) 25 IHIGHEST HEAD SERVED (FT) N/A SIZE DESCRIPTION 1" SERVICE LINL(50 FT OF TYPE K COPPER) 3/4" WATER METER 1" BACKFLOW PREVENTER 1.5" MASTER CONTROL VALVE 1.5" FLOW SENSOR 2" ISOLATION VALVES (BALL TYPE) 2" 300 FEET OF MAINLINE: CL 315 PVC 1.5" REMOTE CONTROL VALVE 10% LATERAL LINE LOSS 20% IFITTING LOSS (IN ADDITION TO ELBOWS SHOWN) TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #161 PRESSURE REQUIRED AT HEAD TOTAL PRESSURE REQUIRED SUM OF #17 AND #181 MINIMUM REQUIRED STATIC WATER PRESSURE (FROM ABOVE) RESIDUAL PRESSURE (SUBTRACT #19 FROM #20) SET PRV OR MCV AT (#19 PLUS 10 PSI( IMETER ID: 8375686 WATER METER NUMBER ELEVATION DIFFERENCE (FT) REMOTE CONTROL VALVE # B20 R.C.V. DEMAND (GPM) 21 HIGHEST HEAD SERVED (FT) N/A SIZE DESCRIPTION 1.5" SERVICE LINE 1" WATER METER 1.5" BACKFLOW PREVENTER 1.5" MASTER CONTROL VALVE 1.5" FLOW SENSOR 2" ISOLATION VALVES (BALL TYPE) 2" 300 FEET OF MAINLINE: CL 315 PVC 1.5" REMOTE CONTROL VALVE 10% LATERAL LINE LOSS 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #161 PRESSURE REQUIRED AT HEAD TOTAL PRESSURE REQUIRED (SUM OF #17 AND #181 MINIMUM REQUIRED STATIC WATER PRESSURE (FROM ABOVE) RESIDUAL PRESSURE (SUBTRACT #19 FROM #20) SET PRV OR MCV AT (#19 PLUS 10 PSI) CCF CCF CCT 94.8 CCF I 72.4 CCF PRESSURE CALCULATIONS 10 WATER METER SIZE 1" STATIC PRESSURE 90 REMOTE CONTROL VALVE SIZE TOTAL DEMAND (GPM) STATIC PRESSURE AT HIGHEST HEAD PSI LOSS 1.9 2.8 12.0 2.5 3.0 1.0 1.3 3.9 3.0 0.3 31.6 30.0 61.6 90.0 28.4 71.6 PSI PSI P SI P SI PSI PSI PSI PSI PSI P SI PSI PSI PSI PSI PSI PSI 1.5" 25 N/A WATER PRESSURE CALCULATIONS 10/B WATER METER SIZE I I" N/A STATIC PRESSURE 1 90 REMOTE CONTROL VALVE SIZE I TOTAL DEMAND (GPM) STATIC PRESSURE AT HIGHEST HEAD PSI LOSS 2.2 5.3 12.0 2.9 3.5 1.0 2.3 3.6 3.0 0.5 36.2 30.0 66.2 90.0 23.8 I 76.2 PSI PSI PSI PSI PSI P SI P SI PSI PSI P SI PSI PSI PSI P SI PSI P SI 1„ 21 N/A COACHELLA VALLEY WATER DISTRICT LANDSCAPE IRRIGATION WATER ANALYSIS PROJECT: SpanishWalk -Sonrisa Duplex Common Areas Landscape Plans Tract 33837 City of Palm Desert, California 1' Meter/Controller 10/B (ID 8375686) rl Project ETo: 93.9 MAXIMUM APPLIED WAIEI( ALLOWANCE: (GALLONS PER YEAR) MWA=(hl o)x(0.45)x(Total Sq. Ft.)x(.62)/(748) 93.9 x 0.45 x 15081 x 0.62 748 ESTIMATED APPLIED WATER USED• (GALLONS PER YEAR) 528.2 CCF EWE=ih1 o'xiPIant FactorWHvdrozone So. Ft.1; .62b'(748) Inigation Efficiency Low Water Use Shrub Planting: 93.9 x 0.2 x 9,597 x 0.62 / 748 0.9 Mod Water Use Shrub Planting: 93.9 x 0.5 x 5,484 0.9 x 0.62 ! 748 MAXIMUM APPLIED WAT ALLOWANCE: (in hundred cubic feet) TOTAL ESTIMATED WATER USE (in hundred cubic feet) 166.0 CCF 237.1 CCF I 528.2 CCF I 403.1 CCF Type Tree Bubblers 1 Shrub Pt - Pt 2 NOTE: THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. Sonrisa Production - Common Areas POC I Controller: ETo/Mo 5/A ® ETo/Day Days/Week AKc I Pr Rate IE 0.5 I 3 Qty. of Valves 0.5 I 0,95 Qty, of Valves 0.9 Total Run Times 0.9 Total Run Times IRRIGATION SCHEDULE - ESTABLISHMENT PERIOD (6 months) I JAN 1 FEB I MAR I APR I MAY I JUN I JUL 1 AUG SEP 3.3 0.11 2 4.1 4 13.1 26 Total Valves: 3 TOTAL RUN TIMES (HRS) 0.5 Sonrisa Production - Common Areas POC I Controller: 5/A Type Tree Bubblers 1 Shrub Pt - Pt 2 AKc I Pr Rate 0.4 I 3.0 Qty. of Valves 0.4 I 0.95 Qty. of Valves Total Valves: 3 ETo/Mo ETo/Day Days/Week IE 0.9 Total Run Times 0.9 Total Run Times JAN 4.3 0.15 3 4.0 4 12.6 25 0.5 FEB 6.7 0.22 3 5.6 6 9.0 0.30 4 5.8 6 17.7 18.4 35 37 0.7 0.7 MAR APR 11.1 0.36 4 7.0 7 12.5 0.42 4 8.1 8 22.0 25.6 44 51 0.8 1.0 MAY JUN 12.9 0.42 5 6.5 6 11.2 0.36 5 5.6 6 9.1 0.30 4 5.9 6 OCT 6.8 0.22 3 5.7 6 NOV 4.2 0.14 3 3.6 4 DEC 2.8 0.09 2 3.5 4 20.4 I 17.7 18.6 I 18.0 11.5 11.1 41 I 35 37 I 36 23 22 0.8 JUL 0.7 AUG IRRIGATION SCHEDULE - ESTABLISHED LANDSCAPE JAN I FEB MAR I APR MAY JUN 3.30 I 4.30 6,70 9.00 11.10 12.50 0.11 I 0.15 0.22 0.30 0.36 0.42 2 I 2 2 2 2 2 3,3 3 10.5 21 TOTAL RUN TIMES (HRS) 0.4 Sonrisa Production - Common Areas POC / Cont oiler: EToIMo 10/B IIg Type Tree Bubblers 9 Shrub Pt - Pt 14 AKc I Pr Rate I 0.5 3 !Qty. of Valves 0.5 I 0.95 Qty. of Valves ETo/Day Days/Week IE 0.9 Total Run Times 0.9 Total Run Times JAN 4.8 5 15.1 30 0.6 FEB 6.7 7 9.3 9 21.2 29.5 42 59 0.8 1.1 MAR APR 13.0 13 35.2 40.9 70 82 1.4 MAY 1.6 JUN JUL I AUG 12.90 1 11.20 0.42 0.36 2 2 12.9 13 40.9 82 1.6 JUL 0.7 0.7 0.4 SEP OCT NOV SEP 9.10 0.30 2 11.2 9.4 11 9 35.5 71 1.4 AUG IRRIGATION SCHEDULE - ESTABLISHMENT PERIOD (6 months) JAN 3.3 0.11 2 FEB I MAR I APR 4.3 am 3 6.7 9.0 0.22 I 0.30 3 1 4 4.1 4.0 I 5.6 37 36 I 50 13.1 183 Total Valves: 23 TOTAL RUN TIMES (HRS). 3.7 Sonrisa Production - Common Areas POC I Controller: 10/B Type Tree Bubblers 9 Shrub Pt - Pt 14 AKc I Pr Rate 0.4 3.0 Qty. of Valves 0.4 I 0.95 Qty. of Valves ETo/Mo ETo/Day Days/Week IE 0.75 Total Run Times 0.9 Total Run Times Total Valves; 23 TOTAL RUN TIMES (FIRS) JAN 12.6 17.7 176 248 MAY 11.1 0.36 4 JUN 12.5 0.42 4 5.8 I 7.0 8.1 53 I 63 73 18.4 22.0 258 308 JUL 12.9 0.42 5 29.8 60 1.2 SEP AUG I SEP 11.2 9.1 0.36 I 0.30 5 I 4 OCT 6.80 0.22 2 6.8 7 I NOV 4.20 0.14 2 4.4 4 0.4 DEC DEC 2.80 0.09 2 2.8 3 21.6 I 13.8 I 8.9 43 I 28 18 0.8 OCT OCT 6.8 0.22 3 I 6.5 5.6 1 5.9 5.7 I 58 I 51 I 53 I 51 25.6 20.4 358 286 3.5 5.0 5.2 6.2 7.2 5.7 FEB MAR APR MAY JUN JUL 17.7 18.6 248 261 5.0 5.2 AUG SEP IRRIGATION SCHEDULE - ESTABLISHED LANDSCAPE JAN 3.30 0.11 2 4.0 36 10.5 146 3.0 JAN THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP, SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW, AND PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION 0.00.040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER DISTRICT ORDINANCE 1302.2 LANDSCAPE AND IRRIGATION SYSTEM DESIGN CRITERIA. FEB 4.30 0,15 2 MAR 6.70 0.22 2 5.7 I 8.1 52 73 4.4 FEB APR 9.00 0.30 2 11.2 101 21.2 29.5 297 413 6.2 8.6 MAR APR MAY 11.10 0.36 2 13.4 120 JUN 12.50 0.42 2 JUL 12.90 0.42 2 15.6 I 15.5 140 I 140 35.2 40.9 492 573 10.2 11.9 MAY JUN 40.9 572 11.9 JUL NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USER EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS INCLUDING BUT NOT LIMITED TO, DECORATIVE CO NCRETE,LANDSCAP I NG, CURB, GUTTER, SIDEWALKS PLANTERS, GATES AND RELATED IMPROVEMENT INSTALLED WITHIN CVWD AND/OR USSR EASEMENT AUG 11.20 0.36 2 S EP 9.10 0.30 2 13.5 I 11.3 121 I 102 35.5 497 10.3 AUG DATE 29.8 417 18.0 251 5.0 OCT OCT 6.80 0.22 2 8.2 74 0.5 0.3 NOV DEC NOV 4.2 0.14 3 DEC 2.8 0.09 2 Total: 93.90 Min/Day Total Min/Day Min/Day Total Min/Day Total: 93.90 Min/Day Total Min/Day Min/Day Total Min/Day Tota I: 93.90 3.6 3.5 I Min/Day 33 32 Total Min/Day 11.5 11.1 160 155 3.2 3.1 NOV DEC NOV 4.20 0.14 2 DEC 2.80 0.09 2 Min/Day Total Min/Day 1 J Total: 93.90 I 5.2 I 3.4 I Min/Day 47 I 30 I Total Min/Day 21.6 13.8 302 193 8.7 6.3 4.0 S EP OCT NOV CVWD PLAN # 8.9 Min/Day 124 Total Min/Day 2.6 DEC C/TY OF PALM DESERT INSPECT/ON SCHEDULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, NC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CAUFORNIA 92629 (949) 443.1446 FAX (949) 443.1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. fL O O 0 ««< O at rR W -1 CC 0 Zr0CCO O3a O d. O0 <ac01 I3oN 53 -Rp ONVa: z” � Q Q LL 0 coz v ffp xfal <00 CO CC CO z zooz COlaa0 SHEET DESCRIPTION IRRIGATION CALCULATIONS DESIGNED DRAWN CHECKED TA TA SMP DATE OS/OS/16 JOB NO 616g76 CAD FILE SHEET NUMBER 'Cl- OF 25 SHEETS • PLAN SET "E" 08-08-1 e NOTE• NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USSR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENT INSTALLED WITHIN CVWD AND/OR USER EASEMENT FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. FLOW SENSOR, SEE LEGEND FOR SPECIFICATION I 111-1 1 uahmuuunuwnw u 11=11= Ill i111 _I►5 PIPE DIA ►-1 2" MIN. FINISHED GRADE IN SHRUB AREAS 24" WIRE LOOP PVC MAINLINE PIPE PER SPECIFICATION BRICK SUPPORTS LANDSCAPE FABRIC 3/4" ROCK, 2 CUBIC FT. PVC MAINLINE PIPE TO MASTER VALVE (NOT LESS THAN 10 PIPE DIAMETERS) PER SPECS. AND PLAN. NOTE: INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN -STREAM SIDE OF THE FLOW SENSOR. TO DRIP SYSTEM FLOW SENSOR BRICK SUPPORTS FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR 'JUMBO' VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. PRESSURE REGULATING WYE FILTER R.C.V. SECTION VIEW - N.T.S. 1 1 3 4gliga FINISHED GRADE 1 1 11111111111 IN SHRUB AREAS 11111111111 MAINILINE LANDSCAPE FABRIC 3/4" ROCK, 2 CUBIC FT. DRIP REMOTE CONTROL VALVE =1 111=1 I I. 11=1 Il= II III III III III II DIMENSION 1/2" TO 2-1/2" IN SIZE 3" TO 6" IN SIZE A B C 18" 12" 4„ 24" X4" FINISH GRADE CLEAN COMPACTED BACKFILL LATERAL LINES, SEE SPECS. CONTROL WIRES, SEE SPECS. 1 I—C� UNDISTURBED SOIL PRESSURE MAINLINE, SEE SPECIFICATIONS PIPE INSTALLATION 111111111111111 III_III r IIElII—I 4"MIN. _ —III—III .I_11=III I. FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV" ONTO LID. MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. I FINISHED GRADE IN SHRUB AREAS 24" WIRE LOOP VALVE ID TAGS PVC SCH 40 FEMALE ADAPTER, 2 REQUIRED PVC MAINLINE TO FLOW SENSOR, PIPE PER SPECS. BRICK SUPPORTS BRASS NIPPLE TYP. LANDSCAPE FABRIC 3/4" ROCK, 2 CUBIC FT. PVC MAINLINE PIPE FROM BACKFLOW PER SPECS. NOTE: USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP -STREAM SIDE OF THE MASTER VALVE ASSEMBLY. MASTER CONTROL VALVE LATERAL FEMALE ADAP SCH. 80 PVC SCH. 80 NIPPLE TYP. FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. 4" IN. "wwu""""e"uu SECTION VIEW - N.T.S. III)‘ 3„ FINISHED GRADE 1 = IN SHRUB AREAS I-1 I I=J1 I I_ I 24" WIRE LOOP VALVE ID TAG PVC S x T ELL SCH 80 PVC CONTROL VALVE SCH 40 PVC RISER BRICK SUPPORTS, 4 REQUIRED CCH 80 PVC SLIP TEE MAINLINE FITTING 3/4" CRUSHED GRAVEL TWO CUBIC FEET LANDSCAPE FABRIC REMOTE CONTROL VALVE I I =11l �t 1II=J.= III � I -I :_II -I Ill-i`= 11=1 I -I I _1 I1r- 1 1 IL-Ll=t1= 1= 1T�1 I-11 I -I I I EI 11=111=1 I I- 1 I I =111=1 1=111-- 111=11=111-111=111 BARE COPPER GROUND WIRE (#6) CONNECT TO ROD W/ BRASS CLAMP PLASTIC RECTANGULAR VALVE BOX HEAT BRAND "GR" ONTO LID 5/8" X 8' COPPER CLAD GROUND ROD FINISHED GRADE =I I 1 l NATIVE OR UNDISTURBED SOIL 1I— _�II I= SECTION VIEW FILL 1/2 OF BOX WITH COMPACTED SITE SOIL RED BRICK SUPPORTS (4 REQ.) BARE COPPER GROUND WIRE (#6) FROM CONTROLLER GROUND ROD INSTALLTION P F°,% -1 2" MIN. SECTION VIEW - N.T.S. :ERI-BUG DRIP EMITTER WITH THREADED INLET (SEE LEGEND FOR SPECIFICATION) FINISHED GRADE UNDISTURBED SOIL FLEXIBLE RISER (RAIN BIRD PFR/FRA) TWELVE (12") LENGTH f VC FITTING (SxSxT TEE) SIZE: LATERAL x LATERAL x 1/2" DRIP CONNECTION PVC LATERAL LINE 12" BELOW FINISHED GRADE FINISHED GRADE IN TURF AREAS PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "QCV" ONTO LID. QUICK COUPLER KEY WITH MALE HOSE BIB CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX FINISHED GRADE IN SHRUB AREAS QUICK COUPLER VALVE SEE LEGEND FOR SPEC. GALV. PUNCH LOC (2 REQ.) BRASS NIPPLE (LENGTH AS REQ ) BRICK SUPPORTS BRASS TRIPLE SWING JOINT (SIZE PER QCV) USE TWO STREET ELLS, ONE NIPPLE (6" MIN. LENGTH), AND ONE THREADED ELL FOR ASSEMBLY MAINLINE, SEE SPECS, .,4 x 36" REBAR STAKE LANDSCAPE FABRIC 3/4" ROCK, 1 CUBIC FT. NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. QUICK COUPLER VALVE STAINLESS STEEL FLIP TOP LID, SHOWN IN OPEN POSITION CONTROLLER STAINLESS STEEL 16" WIDE TOP -ENTRY CONTROLLER ENCLOSURE NEMA 3R RAINPROOF RATED POWER SWITC: I AND RECEPTACLE FINISHED GRADE .11111 FILL BASE OF QUICKPAD PEA GRAVELITH TO _` TOP OF BASE UNIT 1 COMPACTED SITE SOIL 1 1/4" PVC CONDUIT/ SWEEP FOR ELECTRIC SERVICE SECTION VIEW - N.T.S. DUAL HYDRAULIC PISTONS SUPPORT LID OPEN CONTROLLER ENCLOSURE DIMENSIONS WHEN CLOSED: 38"H x 16"W x 15.5"D TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTION STAINLESS STEEL, U.L. LISTED, PREDRILLED, REMOVABLE BACKBOARD. REMOVABLE FRONT PANEL NOT SHOWN PREFORMED ALUMINIUM PAD STRONGBOX QUICKPAD ENCLOSURE MOUNTING PAD WITH PREFORMED ALUMINIUM PAD, PLASTIC BASE AND ALL STAINLESS STEEL HARDWARE 3" PVC CONDUIT/SWEEP FOR CONTROL WIRES TO VALVES 5/8" DIA. x 8' COPPER GROUND ROD W/#10 GROUND WIRE AND CLAMP TOP ENTRY ENCLOSURE I :LINTER PCB 1/2" THREADED BUBBLER, SEE LEGEND FOR SPECIFICATION SCH 80 PVC NIPPLE, LENGTH AS REQUIRED FINISHED GRADE UNDISTURBED SOIL TRIPLE SWING JOINT ASSEMBLY CCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE 11LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED NOTE: INSTALL SPRINKLER HEADS 12" FROM FENCES WALLS OR BUILDINGS. DO NOT INSTALL SPRINKLER HEAD WITHIN 36" OF PAVING, CURBS OR TURF EDGES. SECTION VIEW - N.T.S. BUBBLER ON RISER MOW FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. BALL VALVE, SEE LEGEND FOR SPECIFICATION SECTION VIEW - N.T.S. FINISHED GRADE IN SHRUB AREAS PRESSURE SUPPLY LINE DEPTH AS PER SPECS. PVC MALE ADAPTER BRICK SUPPORTS BRASS NIPPLE LANDSCAPE FABRIC 3/4" ROCK, 2 CUBIC FT. NOTE: BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF -CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. BALL VALVE THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP, SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW, AND PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION 0.00.040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER DISTRICT ORDINANCE 1302.2 LANDSCAPE AND IRRIGATION SYSTEM DESIGN CRITERIA. DATE CVWD PLAN # CITY OF PALM DESERT INSPECTION SCHEDULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS lANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 2 DANA POINT, CAUFORNIA 92629 (949) 44341446 FAX (949) 443 u .1 jt4DSCi G• � Murph os A c 7-31-18Da * Renl te OS-ewaO8-I6 `i> Date �p ATFOF CALIFOK These drawings and/or accompanying specificati are the exclusive propertl Forsum/Summers & Murl Inc. and their use and pu cation shall be restricted to original site for which t were prepared. Re —use, rep duction or publication by method, in whole or part prohibited except by wri permission from Forsu Summers & Murphy, DATE REVISION O a- • ««< a Sc,, co D. cc LL coo ¢§ se, ~ to' g scl ct3=2,1g 4Uo° ftgf SHEET DESCRIFTIOF IRRIGATION DETAILS DESIGNED DRAWN CHECKED TA TA SMP DATE OS/OS/16 JOB NO. 616976 CAD FILE SHEET NUMBER ID 1 OF 25 SHEETS PLAN SET "E" 08-01 MEM SECTION VIEW - N.T.S. FINISHED GRADE IN TURF AREAS TORO FCH-H-FIPT AUTOMATIC FLUSH VALVE PLASTIC ROUND VALVE BOX, 6" SIZE HEAT BRAND FV ONTO LID. FINISHED GRADE IN SHRUB AREAS PVC SCH 80 CLOSE NIPPLE PVC LATERAL LINE PIPE BRICK SUPPORTS 3/4" ROCK, 1 CUBIC FT. PVC ELL SCH 80 SxT LANDSCAPE FABRIC AUTOMATIC FLUSH VALVE WATER EFFICIENT LANDSCAPE WORKSHEET PROJECT INFORMATION Project Name Name of Project Applicant Title Company City Telephone No. Fax No. Email Address Street Address State SECTION A. HYDROZONE INFORMATION TABLE Irrigation Point of Connection (P.O.C.) No. LOT 32 Controller No. Valve Cicruit No. A A 1 2 Plant Type(s)* MW MW Irrigation Method** B D Irrigation Point of Connection (P.O.C.) No. LOT 43 Controller No. Valve Cicruit Plant Type(s)* No. B B 1 2 MW MW Irrigation Method** D B Irrigation Point of Connection (P.O.C.) No. LOT 29 Controller No. Valve Cicruit Plant Type(s)* No. c C 1 2 MW MW Irrigation Method** D B Irrigation Point of Connection (P.O.C.) No. LOT 14 Controller No. Valve Cicruit Plant Type(s)* No. D D 1 2 MW MW Irrigation Method** D B Irrigation Point of Connection (P.O.C.) No. LOT 34 Controller No. Valve Cicruit No. E E 1 2 Plant Type(s)* Irrigation Method** MW D MW B Irrigation Point of Connection (P.O.C.) No. LOT 17 Controller No. Valve Cicruit Plant Type(s)* No. F F 1 2 MW MW Irrigation Point of Connection (P.O.C.) No. Irrigation Method** D B LOT 15 Controller No. Valve Cicruit Plant Type(s)* No. G G 1 2 MW MW Irrigation Method** D B Irrigation Point of Connection (P.O.C.) No. LO1 12 Controller No. Valve Cicruit Plant Type(s)* No. H 1 MW H 2 MW Irrigation Point of Connection (P.O.C.) No. Controller No. Irrigation Method** D B LOT 41 Valve Cicruit Plant Type(s)* No. Irrigation Method** 1 MW D 2 MW B Irrigation Point of Connection (P.O.C.) No. LOT 19 Controller No. Valve Cicruit Plant Type(s)* No. 1 2 MW MW Irrigation Method** D B Area (Sq. Ft.) N/A 1,250 Zip Code • of Landscape Area N/A 100% Area % of Landscape (Sq. Ft.) Area 2,653 100% N/A N/A Area (Sq. Ft.) 1,240 N/A Area (Sq. Ft.) 2,803 N/A ▪ of Landscape Area 100 N/A of Landscape Area 100% N/A Area % of Landscape (Sq. Ft.) Area 2,235 100% N/A N/A Area % of Landscape (Sq. Ft.) Area 1,195 100% N/A N/A Area % of Landscape (Sq. Ft.) Area 1,515 100% N/A N/A Area (Sq. Ft.) 2,755 N/A • of Landscape Area 100% N/A Area % of Landscape (Sq. Ft.) Area 1,365 100% N/A N/A Area (Sq. Ft.) 1,360 N/A of Landscape Area 100% N/A LOW VOLTAGE WIRES 3 MAXIMUM WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE "OLY TUBE PRE -FILLED WITH WATERPROOF GEL LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE -STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTION. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS NOTE: WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 - 3 #14 OR 2 #12 PRE -STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. WIRE CONNECTION *Plant Type Cst = Cool Season Turf WST = Warm Season Turf HW = High Water Use Plants MW = Moderate Water Use Plants LW = Low Water Use Plants Irrigation Point of Connection (P.O.C.) No. Controller No. Valve Cicruit No. K 1 MW K 2 MW LOT 27 Plant Type(s)* Irrigation Method** D B Irrigation Point of Connection (P.O.C.) No. LOT 9 Controller No. Valve Cicruit Plant Type(s) No. L 1 MW L 2 MW Irrigation Point of Connection (P.O.C.) No. Controller No. Valve Cicruit Plant Type(s) No. M M 1 2 MW MW Irrigation Point of Connection (P.O.C.) No. Controller No. Valve Cicruit Plant Type(s) No. N N 1 2 MW MW Irrigation Point of Connection (P.O.C.) No. _ Controller No. Valve Cicruit Plant Type(s) No. 0 0 1 2 MW MW Irrigation Point of Connection (P.O.C.) No. Controller No. Valve Cicruit Plant Type(s) No. P P 1 2 MW MW Irrigation Point of Connection (P.O.C.) No. Controller No. Valve Cicruit Plant Type(s) No. Q 1 MW O 2 MW * Irrigation Method** D B LOT 28 * Irrigation Method** D B LOT 44 * Irrigation Method** D B LOT 26 * Irrigation Method** D B LOT 48 * Irrigation Method** D B LOT 70 * Irrigation Method** D B Irrigation Point of Connection (P.O.C.) No. LOT 13 Controller No. Valve Cicruit No. R 1 R 2 Plant Type(s)* MW MW Irrigation Method** D B Irrigation Point of Connection (P.O.C.) No. LOT 13 Controller No. Valve Cicruit Plant Type(s)* No. S 1 MW D S 2 MW B Irrigation Method** Irrigation Point of Connection (P.O.C.) No. LOT 13 Controller No. Valve Cicruit No. T T 1 2 Plant Type(s)* MW MW Irrigation Method** D B **Irrigation Method MS = Microspray S = Spray R = Rotor B = Bubbler D = Drip O = Other Area (Sq. Ft.) Area 1,368 100 N/A N/A of Landscape Area % of Landscape (Sq. Ft.) Area 2,583 Ocro N/A N/A Area % of Landscape (Sq. Ft.) Area 1,269 100% N/A N/A Area % of Landscape (Sq. Ft.) Area 2,778 100% N/A N/A Area % of Landscape (Sq. Ft.) Area 1,235 100% N/A N/A Area % of Landscape (Sq. Ft) Area 2,667 100% N/A N/A Area (Sq. Ft) Area 1,374 100 N/A N/A • of Landscape Area % of Landscape (Sq. Ft.) Area 3,378 100 N/A N/A Area (Sq. Ft.) Area 3,378 100% N/A N/A • of Landscape Area % of Landscape (Sq. Ft.) Area 3,378 100 N/A N/A NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USER EASEMENTS. CVIND WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE,LANDSCAP I NG, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENT INSTALLED WITHIN CVWD AND/OR USER EASEMENT DIMENSION A 1/2" TO 4" IN SIZE 36" DATE B 24" C 24" D PAVING SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL LATERAL LINES IN SCH 40 SLEEVE CONTROL WIRES IN SCH 40 SLEEVE UNDISTURBED SOIL PRESSURE MAINLINE IN SCH 40 SLEEVE PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. SLEEVE INSTALLATION THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP, SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW, AND PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION 0.00.040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER DISTRICT ORDINANCE 1302.2 LANDSCAPE AND IRRIGATION SYSTEM DESIGN CRITERIA. CVWD PLAN # CITY' OF PALM DESERT INSPECT/ON SCHEDULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS LANDSCAPE ARCHLTECTS 34197 COAST HIGHWAY, SURE 21 DANA POINT, CAUFORNIA 92629 (949) 443.1446 FAX (949) 4431 These drawings and/or accompanying specificati are the exclusive property Forsum/Summers & Mug Inc. and their use and pu cation shall be restricted to original site for which t were prepared Re —use rep duction or publication by method, in whole or part prohibited except by wril permission from Forsu Summers & Murphy, I • N Q � y H§ W Ito- zoo2 De COI-00 SHEET DESCRIPTIOT IRRIGATION DETAILS DESIGNED DRAWN CHECKED TA TA SMP DATE 05/08/16 JOB NO. 616G16 CAD FILE SHEET NUMBER D2 OF 25 SHEET: PLAN SET "E" 08-0 SECTION 02810 A. Pressure supply lines 2 inches in diameter shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. LANDSCAPE IRRIGATION PART 1 -GENERAL 1.01 Summary A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the Owner. B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the drawings, in these specifications, and as necessary to complete the contract. 1.02 Construction Drawings A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Landscape Architect shall have final authority for clarification. C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Landscape Architect as soon as detected. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. 1.03 Quality Assurance A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this section. B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnish directions covering points not shown in the drawings and specifications. C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner. E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements made by others affecting the work of this section. State of California licensed contractor is recommended. 1.04 Submittals A. Materials List: 1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to the Owner a complete list of all irrigation system materials, or processes proposed to be furnished and installed as part of this contract. 2. The submittals shall include the following information: a. A title sheet with the job name, the contractors name, contractor's address and telephone number, submittal date and submittal number. b. An index sheet showing the item number (i.e. 1,2,3, etc.); an item description (i.e. sprinkler head); the manufacturer's name (i.e. Hunter Industries); the item model number (i.e. I-40-ADV/36V); and the page(s) in the submittal set that contain the catalog cuts. c. The catalog cuts shall be one or two pages from the most recent manufacturer's catalog that indicate the product submitted. Do not submit parts lists, exploded diagrams, price lists or other extra information. d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all specified options and specified sizes shall be circled on the catalog cuts. e. Submittals for equipment indicated on the legend without manufacturer names, or "as approved", shall contain the manufacturer, Class or Schedule, ASTM numbers and/or other certifications as indicated in these specifications. f. Submittal format requirements: Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. ii. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. iii. Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal index. 3. The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance. No changes without City approval. 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. 5. The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format described above. B. Substitutions: 1. If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Landscape Architect or Owner's authorized representative for approval. No changes without City approval. 2. Provide a written statement indicating the reason for making the substitution. 3. Provide catalog cut sheets, technical data, and performance information for each substitute item. 4. Provide in writing the difference in installed price if the item is accepted. 1.05 Existing Conditions A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the Landscape Architect and Owner's authorized representative prior to beginning construction. C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the Contractor shall promptly notify the Landscape Architect and Owner who will arrange for relocations. The Contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own cost; all damage resulting from his operations or negligence. E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of work. G. The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work, from damage due to his operations. H. Contractor shall notify Owner's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-hour notice, prior to turning off or modifying any existing irrigation system. I. The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, damaged by the construction of this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the existing landscaped areas. All repairs shall be complete to the satisfaction of the Owner's Representative. 1.06 Inspections A. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall provide safe access for such visits. B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape Architect, Owner's authorized representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Contractor's expense. C. Inspections will be required for the following at a minimum: 1. System layout 2. Pressure test of irrigation mainline (Six hours at 125 PSI or 120% of static water pressure, which ever is greater). Mainline pressure loss during test shall not exceed 2 PSI. 3. Coverage test of irrigation system. Test shall be performed prior to any planting. 4. Final inspection prior to start of maintenance period 5. Final acceptance D. Site observations and testing will not commence without the field record drawings as prepared by the Irrigation Contractor. Record drawings must complete and up to date for each site visit. E. Work that fails testing and is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, Owner's authorized representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense to Owner. 1.07 Storage and Handling A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. 1.08 Cleanup and Disposal A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the City's authorized representative. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off -site in a legal disposal area. 1.09 Completion A. At the time of the pre -maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. Punch list to be checked off by contractor and submitted to Landscape Architect or Owner's Authorized representative prior to any follow-up meeting. This checked off list to indicate that all punch list items have been completed. At the time of the post -maintenance period or final inspection the work will be re -inspected and final acceptance will be in writing by the Landscape Architect, Owner's authorized representative, and governing agencies. B. The Owner's authorized representative shall have final authority on all portions of the work. C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the Owner's satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. 1.10 Guarantee A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion.o B. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs as determined by the Owner constitute an emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, all at no additional cost to the Owner. C. Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. P ROJECT NAME: P ROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: S IGNED: DATE: PART 2 - MATERIALS 2.01 Summary Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Landscape Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.02 Pipe B. Non -pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be CL. 200 solvent weld PVC conforming to ASTM D1785. 2.03 Metal Pipe and Fittings 9 A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. B. Fittings shall be medium brass, screwed 125-pound class. C. Copper pipe and fittings shall be Type "K" sweat soldered. 2.04 Plastic Pipe and Fittings A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672, ASTM D2241 or ASTM D1785. C. All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail sheet) and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2464 and ASTM D2466. D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel -like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non -lead base Teflon paste, tape, or equal. 2.05 Valves A. Ball Valves 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Ball valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. C. Automatic Control Valves: 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Automatic control valves shall be electrically operated. 2.06 Valve Boxes A. Valve boxes shall be fabricated from a durable, weather -resistant plastic material resistant to sunlight and chemical action of soils. B. The valve box cover shall be green in color (tan color in decomposed granite) and secured with a hidden latch mechanism or bolts. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. D. Valve box extensions shall be by the same manufacturer as the valve box. E. The plastic irrigation valve box cover shall be an overlapping type. 2.07 Automatic Controller A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. 2.08 Electrical A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. B. All electrical work shall conform to local codes and ordinances. 2.09 Low Voltage Control Wiring A. Remote control wire shall be direct -burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. B. Connections shall be of the manufacturer, size, and type as indicated on the drawings C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a different color for each controller. These colors shall be noted on the "Record Drawings" plans located on controller door). 2.10 Irrigation Heads A. Irrigation heads shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated on the drawings. B. Emitters shall be used as indicated on the drawings. NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USSR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS INCLUDING BUT NOT LIMITED TO, DECORATIVE CO NCRETE,LANDSCAP I NG, CURB, GUTTER, SIDEWALKS PLANTERS, GATES AND RELATED IMPROVEMENT INSTALLED WITHIN CVWD AND/OR USSR EASEMENT. THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP, SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW, AND PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION 0.00.040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER DISTRICT ORDINANCE 1302.2 LANDSCAPE AND IRRIGATION SYSTEM DESIGN CRITERIA. DATE CVWD PLAN # CITY OF PALM DESERT INSPECT/ON SCHEDULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CV WD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT rib SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHRECIS 34197 COAST HR7iWAY, SUITE 200 DANA POINT, CAUFORNIA 92629 (949) 443-1446 FM (949) 443-1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION a d O r Co W J U Q O Z V 0 O 3 c 0 O<Thee z. 230N cdfig¢r ONoc co Z 0 W J ~ co Ico ao ea is SHEET DESCRIPTION IRRIGATION SPECIFICATIONS DESIGNED DRAWN CHECKED DATE 05/08/16 JOB NO. 6160'76 CAD FILE SHEET NUMBER TA TA SMP 'Si - OF 25 SHEETS PLAN SET "E" 08-08-16 PART 3 - EXECUTION 3.01 Site Conditions A. Inspections: 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations. B. Discrepancies: 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. C. Grades: 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish grade. 2. Final grades shall be accepted by the Public Works Inspector and Landscape Architect before work on this section will be allowed to begin. D. Field Measurements: 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other work. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, which are caused by his operations or neglect. E. Diagrammatic Intent: The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to Owner. F. Layout: 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, and automatic controller. 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. G. Water Supply: Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provided by others. 3.02 Trenching A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade. B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller. C. Provide minimum cover of 18 inches for control wires. D. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. E. Provide minimum cover of 12 inches for non -pressure lines. F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. 3.03 Backfilling A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 inch in diameter. B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. C. Flooding trenches in lieu of tamping is not allowed. D. Under no circumstances shall truck wheels be used to compact backfill. E. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas. 3.04 Piping A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. B. Cutting or breaking of existing pavement is not permitted. C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all markings up for visual inspection and verification. D. Remove all dented and damaged pipe sections. E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. F. Parallel lines shall not be installed directly over each other. G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe manufacturer. I. Centerload all plastic pipe prior to pressure testing. J. All threaded plastic -to -plastic connections shall be assembled using Teflon tape or Teflon paste. K. For plastic -to -metal connections, work the metal connections first. Use a non -hardening pipe dope an all threaded plastic -to -metal connections, except where noted otherwise. All plastic -to -metal connections shall be made with plastic female adapters. 3.05 Controller A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. B. The Landscape Contractor shall be responsible for the final electrical hook up to the irrigation controller. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. 3.06 Control Wiring A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. B. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each connection. D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each remote control valve. E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. 3.07 Valves A. Automatic control valves, quick coupler, and ball valves are to be installed in the approximate locations indicated on the drawings. B. Valve shall be installed in shrub areas whenever possible. C. Install all valves as indicated in the detail drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. 3.08 Valve Boxes A. Valve boxes shall be installed in shrub areas whenever possible. B. Each valve box shall be installed on a foundation of 3/4-inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops 1/2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. 3.09 Irrigation Heads A. Emitters shall be installed as indicated on the drawings. B. Spacing of Emitters shall not exceed maximum indicated on the drawings. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. 3.10 Miscellaneous Equipment A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. B. Install devices such as rain sensors, master valves, basket strainers and flow sensors as indicated on the drawings and as recommended by the manufacturer. 3.11 Flushing the System A. Prior to installation of irrigation heads, the valves shall be opened and a full head of water used to flush out the lines and risers. B. Irrigation heads shall be installed after flushing the system has been completed. 3.12 Adjusting the System A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test. B. If it is determined by the Landscape Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting. C. The entire system shall be operating properly before any planting operations commence. D. Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at the pressure recommended by the manufacturer. 3.13 Testing and Observation A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by the Landscape Architect, Owner, and governing agencies. B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Landscape Architect. D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system has been willfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accepted by the Landscape Architect and accomplished before starting any planting. E. Final planting inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.14 Maintenance During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation coverage to all intended plantings.T 3.15 Completion Cleaning Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. END OF SECTION CITY OF PALM DESERT MAINTENANCE 1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work herein specified. All maintenance work shall meet or exceed the the City of Palm Desert's "Low Water Ordinance"; and follow the maintenance schedule & guidelines established in the City of Palm Desert's "Desert Flora" Maintenance Guide, current edition. NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USSR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE,LANDSCAP I NG, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENT INSTALLED WITHIN CVWD AND/OR USSR EASEMENT. THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP, SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW, AND PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION 0.00.040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER DISTRICT ORDINANCE 1302.2 LANDSCAPE AND IRRIGATION SYSTEM DESIGN CRITERIA. DATE CVWD PLAN # CITY OF PALM DESERT INSPECT/ON SCHEDULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION W O 0 a- ««« O T co r W J O O Z U co O OOND cc ge O <cccv ZO N iCe Q 1 0 NUt co Z _W ccLL co r ff§ ldin e co g CO z COIL I-V8° SHEET DESCRIPTION IRRIGATION SPECIFICATIONS DESIGNED DRAWN CHECKED TA TA SMP DATE O8/O8/16 JOB NO. 6160116 CAD FILE SHEET NUMBER IS 2 OF 25 SHEETS PLAN SET "E" 08-08-1 E SCALE• 1" = 20' PRIVATE SEWER LINE DRAWING NO. WR305422-08 / CS I CS ('6!��.i� (.3P6) PRIVATE SEWER LINE DRAWING NO. WR305422-08 UNIT 169 PLAN 2 FF.EIFV:160.57 PE.ELEV:159.90 GF.ELEV:159.90 UNIT 170 PLAN 2 FF.ELEV:160.47 PE.ELEV:159.80 GF.ELEV:159.80 CVWD 8" VCP SEWER MAIN, DRAWING NO. 35092 CVWD 12" DIP WATER MAIN W/ POLYETHYLENE ENCASEMENT, DRAWING NO. 35082 LIMIT OF WORK. UNIT 164 PLAN 4 FF ELEV•160 57 PE.ELEV:159.90 GF.ELEV:159.90 UNIT 163 PLAN 4 FF ELEV•160 47 PE.ELEV:159.80 GF.ELEV:159.80 UNIT 117 PLAN 1 FF ELEV•160 57 PE.ELEV:159.90 GF.ELEV:159.90 01j UNIT 118 PLAN 4 FF ELEV•160 47 PEELEV:159.80 GF.ELEV:159.80 MATCHLINE - SEE SHEET TP-2 UNIT 110 PLAN 3 FF.ELEV:160.57 PEELEV:159.90 GF.ELEV:159.90 UNIT 109 PLAN 2 FF.ELEV:160.47 PE.ELEV:159.80 GF.ELEV:159.80 O. l PRIMARY Fatua MR- 2X 001 ID UTILITY SYMBOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) MAILBOX 17"X30" ELECTRICAL BOX (ABOVE GROUND) 17"X30 TELEPHONE BOX (FLUSH) 9"X9" CABLE TV. BOX (ABOVE GROUND) IRRIGATION CONTROLLER / POWER PED. FIRE HYDRANT WATER METER YARD DRAIN GRATE / INLET ® BUBBLER BOX DRAIN PIPE FLOW LINE Q CC W CD _ • o1i'i . 4.1tof0• w,. ii MCC KEY MAP N19/1/11 10 ,1Q FRANK SINATRA NOT TO SCALE KEY MAP LEGEND LOCATION OF METER NOTE* SEE SHEET TP-4 FO A\ \OTES atIr..-,t ,t41L- ratIlllli' +1EJII 4,, 'ri__ara- girt r PROJECT LOCATION P LA\ TI \ G LEGEND PRECISE GRADING PLAN NOTE THE PRECISE GRADING PLANS PREPARED BY PANGAEA AND APPROVED BY THE CITY OF PALM DESERT SHALL BE ISSUED TO ALL BIDDERS AND INSTALLING CONTRACTOR(S). THE PRECISE GRADING PLAN IS AN INTEGRAL PART OF THESE LANDSCAPE PLANS, AND INDICATES ALL NECESSARY FINISH SURFACE / FINISH GRADE ELEVATIONS, DRAIN HEAD AND DRAIN LINE LOCATIONS. INSTALLING CONTRACTOR SHALL TAKE INTO CONSIDERATION THAT FIELD MODIFICATIONS MAY BE NECESSARY DUE TO FINAL UTILITY LOCATIONS, DRAIN HEADS AND FLOW LINES. PRIOR TO INSTALLATION; THE CONTRACTOR SHALL IDENTIFY ANY CONDITIONS THAT MAY REQUIRE FIELD MODIFICATION AND BRING THEM TO THE ATTENTION OF THE SUPERINTENDENT, CIVIL ENGINEER AND LANDSCAPE ARCHITECT. FAILURE TO DUE SO COULD RESULT IN THE CONTRACTOR MAKING NECESSARY MODIFICATIONS AT THEIR OWN EXPENSE. ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND FINAL WALKWAY / DRIVEWAY LAYOUT SHALL CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN ON THE APPROVED PRECISE GRADING PLAN. NOTE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND / USBR EASEMENTS CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING CURB, GUTTER, SIDEWALKS PLANTERS GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND/OR USBR EASEMENTS. N OTE: N O CONFLICTING UTILITIES WITHIN PROJECT AREA DATE CVWD PLAN # CITY OF PALM DESERT INSPECTION SCHEDULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHELECtS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 4434446 FAX (949) 4431631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. • DATE REVISION ««« 0 SHEET DESCRIPTION TREE, VINE & GROUNDCOVER PLANTING PLAN DESIGNED DRAWN CHECKED DATE 08 /08 /16 JOB NO. 616976 CAD FILE SHEET NUMBER JL/AE JL/AE JL/AE TP-1 20' 40' 60' NORTH OF 25 SHEETS PLAN SET "E" 08-08-1 \ OTE_ SEE SHEET TP-/1 EC AND NOTES PEA\TI\G LEGEND PRECISE GRADING PLAN NOTE THE PRECISE GRADING PLANS PREPARED BY PANGAEA AND APPROVED BY THE CITY OF PALM DESERT SHALL BE ISSUED TO ALL BIDDERS AND INSTALLING CONTRACTOR(S). THE PRECISE GRADING PLAN IS AN INTEGRAL PART OF THESE LANDSCAPE PLANS, AND INDICATES ALL NECESSARY FINISH SURFACE / FINISH GRADE ELEVATIONS, DRAIN HEAD AND DRAIN LINE LOCATIONS. INSTALLING CONTRACTOR SHALL TAKE INTO CONSIDERATION THAT FIELD MODIFICATIONS MAY BE NECESSARY DUE TO FINAL UTILITY LOCATIONS, DRAIN HEADS AND FLOW LINES. PRIOR TO INSTALLATION; THE CONTRACTOR SHALL IDENTIFY ANY CONDITIONS THAT MAY REQUIRE FIELD MODIFICATION AND BRING THEM TO THE ATTENTION OF THE SUPERINTENDENT, CIVIL ENGINEER AND LANDSCAPE ARCHITECT. FAILURE TO DUE SO COULD RESULT IN THE CONTRACTOR MAKING NECESSARY MODIFICATIONS AT THEIR OWN EXPENSE. ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND FINAL WALKWAY / DRIVEWAY LAYOUT SHALL CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN ON THE APPROVED PRECISE GRADING PLAN. NOTE NO PERMANENT STRUCTURES OR TREES WITHI AND / USBR EASEMENTS CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT SURFACE IMPROVEMENTS, INCLUDING BUT NOT TO DECORATIVE CONCRETE, LANDSCAPING CU GUTTER, SIDEWALKS PLANTERS GATES AND R IMPROVEMENTS INSTALLED WITHIN CVWD AND/ EASEMENTS. NOTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA CITY OF PALM DESERT INSPECTION SCHEDULE NOTE SCALE* 1 " = 20' REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. �F ANY LIMITED LATED R USBR S(24) CS (36) k`; CS CS :RS*. �(�'go.o may V Me-28 s O UTILITY SYMBOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) MAILBOX 17"X30" ELECTRICAL BOX (ABOVE GROUND) 17"X30" TELEPHONE BOX (FLUSH) 9"X9" CABLE TV. BOX (ABOVE GROUND) IRRIGATION CONTROLLER / POWER PED. FIRE HYDRANT WATER METER YARD DRAIN GRATE / INLET UNIT 171 PLAN 2 FF ELEV•160 47 PEELEV:159.80 GF.ELEV:159.80 ;Isis a 1-91 m ErE 4 7 U S TAD SE CVWD 8" VCP SEWER MAIN, DRAWING NO 35091 POLYETHYLENE ENCASEMENT, DRAWING NO 35076 UNIT 162 PLAN 4 FF.ELEV:160.47 PE.ELEV:159.80 GF.ELEV:159.80 ll➢ BUBBLER BOX DRAIN PIPE FLOW LINE UNIT 119 PLAN 4 FF ELEV•160 47 PE ELEV•159 80 GF.ELEV:159.80 UNIT 108 PLAN 2 FF.ELEV:160.47 PEELEV:159.80 GF.ELEV:159.80 vh- an C C CI 0 J cc W C3 FRANK NOT TO SCALE KEY MAP LEGEND ©LOCATION OF METER DATE CVWD PLAN # • �ATR METER 11`PI4B SEM SINATRA KEY MAP 41,0 N irrr PROJECT LOCATION CV tD 12" DIP WA ER MAIN W/ POL ETHYLENE ENCASEMENT, DR A WING NO. 350:2 CV SE DRs 350 These plans have been re accordance with Califomi, requiring efficient landsca local governing agency Approval of this drawing encroach into district and permanent structures of a and USBR easements or D8"VCP R MAIN, WING NO. 2 ewed by the Coachella Valley Water District in Government Code, Section 65591 et seq. e and irrigation design in cooperation with the ty or County). y CVWD staff does not constitute approval to SBR right -of way. Trees, plants, walls and kind may not be planted or installed in CVWD ght-of-Way without first obtaining an CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT SUMMALS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CAUFORNIA 92629 (949) 443-1446 FAX (949) 4431631 7-31-18 Renewal Date 08-08-16 Date OF CALIF These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy. Inc. cn gz z O ob <4 Pi 5 • «« z cc 0 J ti co C0 Q OThe Z �r SHEET DESCRIPTION TREE VINE & GROUNDCOVER PLANTING PLAN DESIGNED JUAE DRAWN JL/AE CHECKED JUAE DATE 08 /08 /16 JOB NO. 616976 CAD FILE SHEET NUMBER TP-2 0' 20' 40' 60' • NORTH OF 25 SHEETS PLAN SET "E" 08-087 CVWD 8" DIP WATER MAIN W/ POLYETHYLENE ENCASEMENT, DRAWING NO. 35076 LIMIT OF • • • OE (Existing) • SCALE* 1" = 20' OE I OP p,NN N O O V 555-EN O!O!N(MN IoaV • (Existing) • Mal 149 ao ML7 (alp) El,1E1( i�v12! Vr) ., CS CS (3•6) (396) OE (Existing) OE (Existing) • • CVWD 8" VCP SEWER MAIN, DRAWING NO. 35091 • OE (Existing) L I V OE • • • gl • Cl O! c•`I So� F Cs M,ATCHLINE_ 12+ f :••:SEE S.IEET TP ..... .... f MU (.Sb) F( M O' Prea •m I (it / I cc OE (36) ' OE (36) (Existing) / OE (Existing) IT OF WOPK / • , ! OE (Existing) ' • • FT VN VN RT OE. (36) LE (Existing • • • a ay OE (Existing) `' L -C (Existing • • IT Existing) ' OE (Existin / / • '6E (Existing) • PUILBDX El 2 • • • U ,zrde- s _ / ./ �. 'S4 UTILITY SYMBOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) MAILBOX 17"X30" ELECTRICAL BOX (ABOVE GROUND) 17"X30" TELEPHONE BOX (FLUSH) 9"X9" CABLE TV. BOX (ABOVE GROUND) IRRIGATION CONTROLLER / POWER PED. FIRE HYDRANT WATER METER YA'D iR N GRATE / INLET ._, 13.0..0 -'i C7f (Existing) �'� I' OE (Existing) • • • • _ I \ 1 \ S j ORM PP Di) �1*1G1DRAIIV- TYP ! 16•-6'. 's 1 REFER TO T SWA PRODUCTION PLi1pIA5>~,9PE `. U ILITY SEMENT PP E)VIN �ILITY' SEMENT i BUBBLER BOX DRAIN PIPE FLOW LINE GERM soy /T yF sTq Hama cmiia , FRANK SINATRA NOT TO SCALE KEY MAP LEGEND LOCATION OF METER N KEY MAP 1,114r lei I t�„ii,_i a WI El tem '1:.U14''s ,g1,:14:.I'v it 1 need it -a- it 41:11\ t•._—i1c�y �ar. I.ILY•fY• I�__ y 'lr� T-r r511 , ••17 rl(\lie. q' n•:1: PROJECT LOCATION \OTE: SEE SHEET TP-4 EO PLA\TING LEGEND AND NOTES CVWD 8' VCP SEWER MAIN, DRAWING NO. 35092 CVWD 12" DIP WATER MAIN W/ POLYETHYLENE ENCASEMENT, DRAWING NO. 35080 PRECISE GRADING PLAN NOTE THE PRECISE GRADING PLANS PREPARED BY PANGAEA AND APPROVED BY THE CITY OF PALM DESERT SHALL BE ISSUED TO ALL BIDDERS AND INSTALLING CONTRACTOR(S). THE PRECISE GRADING PLAN IS AN INTEGRAL PART OF THESE LANDSCAPE PLANS, AND INDICATES ALL NECESSARY FINISH SURFACE / FINISH GRADE ELEVATIONS, DRAIN HEAD AND DRAIN LINE LOCATIONS. INSTALLING CONTRACTOR SHALL TAKE INTO CONSIDERATION THAT FIELD MODIFICATIONS MAY BE NECESSARY DUE TO FINAL UTILITY LOCATIONS, DRAIN HEADS AND FLOW LINES. PRIOR TO INSTALLATION; THE CONTRACTOR SHALL IDENTIFY ANY CONDITIONS THAT MAY REQUIRE FIELD MODIFICATION AND BRING THEM TO THE ATTENTION OF THE SUPERINTENDENT, CIVIL ENGINEER AND LANDSCAPE ARCHITECT. FAILURE TO DUE SO COULD RESULT IN THE CONTRACTOR MAKING NECESSARY MODIFICATIONS AT THEIR OWN EXPENSE. ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND FINAL WALKWAY / DRIVEWAY LAYOUT SHALL CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN ON THE APPROVED PRECISE GRADING PLAN. NOTE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND / USBR EASEMENTS CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS PLANTERS GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND/OR USBR EASEMENTS. NOTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA CITY OF PALM DESERT INSPECTION SCHEDULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERTS INSPECTION SCHEDULE. DATE CVWD PLAN # These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County) Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIC2IWAY, SUITE 200 DANA POINT, CAIIFORNIA 92629 (949) 4431446 FAX (949) 443E1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared Re —use repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION O 0 <C«« e < €0 co ei cc 25.1 S. W 0.0 ' Wa uj Q co 0 CO x as Coaat QQo2 WE —co SHEET DESCRIPTION TREE, VINE & GROUNDCOVER PLANTING PLAN DESIGNED DRAWN CHECKED DATE 08 /08 /16 JOB NO. 616976 CAD FILE SHEET NUMBER JL/AE JL/AE JL/AE TP-3 020' 40' 60' NORTH DEVELOPMENT SERVICE DEPARTMENT OF 25 SHEETS au PLAN SET IIEII 08-08-1 E TREE AND ACCENT LEGEND SYMBOL CH See Plan/ ALL TREES TO BE LOW BRANCHING SINGLE TRUNK OR MULTI -BRANCHED AS NOTED ALL TREES TO HAVE LOWER BRANCHES IN -TACT. NO LIFTING OF CANOPY OR TOPPING OF TREES IS PERMITTED WITHIN THE CITY OF PALM DESERT. DESCRIPTION SIZE COUNT REFLECTS G V W TOTAL JOB (W U C 0 L 5 )- QUANTITY REGION 6 QTY. WATER NEED ACACIA STENOPHYLLA 24" SOX LOW BRANCH 16 SHOESTRING ACACIA ACACIA WILLARDIANA 24" BOX LOW BRANCH q PALO BLANCO BEAUCARNEA RECURVATA 15 GALLON 16 BOTTLE PALM GALLISTEMON VIMINALIS 24" BOX LOW BRANCH 3 BOTTLEBRUSH TREE CITRUS-'FUKUSHU' KUMQUAT 15 GAL 26 COMPACT KUMQUAT FROM COACHELLA VALLEY GROWERS ONLY CITRUS-VALENCIA ORANGE 56" BOX LOW BRANCH 26 DWARF ORANGE FROM COACHELLA VALLEY GROWERS ONLY CHAMAEROPS HUMILIS MED. FAN PALM FOUQUIERIA SPLENDENS OCOTILLO LAGERSTROEM I A INDICA CRAPE MYRTLE MELALEUCA GUINQUENERVIA CAJEPUT TREE OLEA EUROPAEA OLIVE PARKINSONIA FLORIDA BLUE PALO VERDE 24" BOX MULTI -TRUNK 2 36" BOX MULTI -TRUNK 2 15 CANES MIN. 5'-0" HIGH MIN. 36" BOX LOW BRANCH 56" BOX LOW BRANCH 36" BOX LOW BRANCH 36" BOX LOW BRANCH 4 20 2 OUERCUS VIRSINIANA 36" BOX LOW BRANCH 2 SOUTHERN LIVE OAK WASHINGTONIA ROBUSTA- HYBRID 10' B T (BARE ROOT) 10 MEX I CAN FAN PALM YUCCA ELATA 15 GALLON 14 SOAP -TREE YUCCA MODEL TREES EXISTING STREET TREES VINES ALL VINES TO BE STAKED SYMBOL DESCRIPTION —arr —IL-- HRH BOUGANVILLEA 'SAN D I EGO RED' BOUGAINVILLEA GELSEMIUM SEMPERVIRENS CAROL I NA JESSAMINE L ONICERA JAPONICA 'HALLIANA' HALLS HONEYSUCKLE ROSA BANKSIAE 'ALBA PLENA' L ADY BANKS' ROSE LOW 0.2 LOW 0.2 MOD 0.5 MOD 0.5 MOD 0 5 MOD 0.5 MOD 0.5 MOD 0.5 LOW 0.2 MOD 0.5 MOD 0 5 LOW 0 2 LOW 0.2 MOD 0 5 MOD 0 5 LOW 0.2 COUNT REFLECTS TOTAL JOB CVWD QUANTITY (W U C O L 5)-REGION 6 SIZE QTY. WATER NEED 5 GAL 10' O.G. 5 GAL. 10' O.G. 5 GAL. 10' O.G. 5 GAL. 10' O G. MOD 0.5 MOD 0.5 MOD 0 5 MOD 0.5 PRECISE GRADING PLAN NOTE THE PRECISE GRADING PLANS PREPARED BY PANGAEA AND APPROVED BY THE CITY OF PALM DESERT SHALL BE ISSUED TO ALL BIDDERS AND INSTALLING CONTRACTOR(S). THE PRECISE GRADING PLAN 15 AN INTEGRAL PART OF THESE LANDSCAPE PLANS, AND INDICATES ALL NECESSARY FINISH SURFACE / FINISH GRADE ELEVATIONS, DRAIN HEAD AND DRAIN LINE LOCATIONS. INSTALLING CONTRACTOR SHALL TAKE INTO CONSIDERATION THAT FIELD MODIFICATIONS MAY BE NECESSARY DUE TO FINAL UTILITY LOCATIONS, DRAIN HEADS AND FLOW LINES. PRIOR TO INSTALLATION; THE CONTRACTOR SHALL IDENTIFY ANY CONDITIONS THAT MAY REQUIRE FIELD MODIFICATION AND BRING THEM TO THE ATTENTION OF THE SUPERINTENDENT, CIVIL ENGINEER AND LANDSCAPE ARCHITECT. FAILURE TO DUE SO COULD RESULT IN THE CONTRACTOR MAKING NECESSARY MODIFICATIONS AT THEIR OWN EXPENSE. ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND FINAL WALKWAY / DRIVEWAY LAYOUT SHALL CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN ON THE APPROVED PRECISE GRADING PLAN. V FRIMARy PULLBCX I� II UTILITY SYMBOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) ® BUBBLER BOX DRAIN PIPE MAILBOX I1"X30" ELECTRICAL BOX (ABOVE GROUND) Ii"XSO" TELEPHONE BOX (FLUSH) wi"Xcl" GABLE TV. sex (ABOVE GROUND) IRRIGATION CONTROLLER / POWER FED. FIRE HYDRANT WATER METER 'l- YARD DRAIN NOTE • GRATE / INLET FLOW LINE ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE LANDSCAPE ARCH I TECT W I TH PHOTOGRAPHS AND SPECIFICATIONS O F MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 36 BOX, CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPEC I MEN FOR ALL TREES / SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A 'REPRESENTATIVE" PHOTOGRAPH LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL DELI VERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURING POLE, AND FRAME THE ENTIRE TREE / SHRUB SPEC I F I CATIONS SHALL ADDRESS CAL I PER, HE I GHT WIDTH OF TREE / SHRUB. O NLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH CONFIGURATION AND INTACT LOWER BRANCHES WILL BE ACCEPTED. ALL PLANT MATERIAL SHALL MEET THE AMERI CAN NURSERY STANDARD ANSI 300 AND ARIZONA NURSERY ISA STANDARDS. REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT O R OWNER APPROVALS• THE CITY OF PALM DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL GROUND COVER SYMBOL DESCRIPTION KEY MAP 00 GTy��sTq�F ti � � � oR� g04c., yk 1O i sI k h° F F 1 ;III iIFe� Mir i'f ��!14 `JI ‘�r ani.i ciu�a� ��cy7.. ayTrr. s� s r a .1 •�w, pr.:, .a, �tl,� rk° a ��lT k�� ��r• FRANK SINATRA NOT TO SCALE KEY MAP LEGEND LOCATION OF METER NOTE PROJECT LOCATION ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE Co I TY OF PALM DESERT'S ' WATER EFF I C I ENT LANDSCAPE ORDINANCE" AND FOLLOW THE MAINTENANCE SCHEDULE ff GUI DEL I NES ESTABLISHED IN THE C I TY OF PALM DESERTS "DESERT FLORA" MAINTENANCE GUIDE, CURRENT EDITION. 5" THICK LAYER (AFTER COMPACTION) DECOMPOSED NO SYMBOL GRANITE ALL SHRUB BEDS ' NEW CALIFORNIA GOLD" , S/S' MINUS WITH I I % FINES AVAILABLE BY KRC ROCK. (760) "144-1056, www.krcrock.com SOIL AMENDMENT NOTE AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL BE PREPARED BY THE CONTRACTOR AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW AND APPROVAL THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL AMENDMENTS AND FERTILIZERS AS RECOMMENDED BY THE SOIL TESTING LAB/ FACILITY. NOTE • NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND / USSR EASEMENTS. GVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURS, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND/OR USER EASEMENTS NOTE: NO TREES SHALL BE PLANTED WITHIN C V W D EASEMENT OR RIGHT -OF WAYS. NOTE: NO CONFLICTING UTILITIES IN PROJECT AREA. CITY OF PALM DESERT INSPECTION SCHEDULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. DATE These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants. walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT G ce CC SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SURE 200 DANA POINT, CAUFORNIA 92629 (949) 443.1446 FAX (949) 443,1631 AND SCq p Murphy �q'P 7-31-18 Renewal Date 08-08-16 Date OF CALIFO� These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. z O V7 LLI ««< a 0 SHEET DESCRIPTION TREE, VINE & GROUNDCOVER PLANTING PLAN DESIGNED DRAWN CHECKED DATE O8/08/16 JOB NO. 6160116 CAD FLE SHEET NUMBER JL/AE JL/AE JL/AE CVWD PLAN # DEVELOPMENT SERVICE DEPARTMENT TP-4 OF 25 SHEETS PLAN SET "E" 08-08-16 SCALD 1 " = 20' aimm 60' NORTH PRIVATE SEWER LINE DRAWING NO. WR305422-08 • PRIVATE SEWER LINE DRAWING NO. WR305422-08 I. A UNIT 170 PLAN 2 FF.ELEV:160.47 PEELEV:159.80 GF.ELEV:159.80 CVWD 8" VCP SEWER MAIN, DRAWING NO. 35092 CVWD 12" DIP WATER MAIN W/ POLYETHYLENE ENCASEMENT, DRAWING NO. 35082 L J UNIT 164 PLAN 4 FF.ELEV:160.57 PEELEV:159.90 GF.ELEV:159.90 UNIT 163 PLAN 4 FF.ELEV:160.47 PEELEV:159.80 GEELEV:159.80 LJMIT OF WORK CAo I II\ MATCHLJNE — SEE SHEET SP-2 UNIT 117 PLAN 1 FF.ELEV:160.57 PEELEV:159.90 GF.ELEV:159.90 V l-7 UNIT 118 PLAN 4 FF.ELEV:160.47 PEELEV:159.80 GF.ELEV:159.80 UNIT 110 PLAN 3 FF.ELEV:160.57 PE.ELEV:159.90 GF.ELEV:159.90 UNIT 109 PLAN 2 FF ELEV:160.47 PE.ELEV:159.80 GF.ELEV:159.80 N V MIWRY MMM MB- 2H Eal 101 UTILITY SYMBOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) MAILBOX 17"X30" ELECTRICAL BOX (ABOVE GROUND) 17"X30 TELEPHONE BOX (FLUSH) ° 9"X9" CABLE TV. BOX (ABOVE GROUND) IRRIGATION CONTROLLER / POWER PED. FIRE HYDRANT WATER METER -95' YARD DRAIN IO GRATE / INLET PUB ILITY SEMEN' TER LL TER- TYP R.Q.W - TYP 0 16'-61 PLJB ILITY ORM DI AIN- NC IC N an BUBBLER BOX DRAIN PIPE FLOW LINE L C IL C cc LL C7 J 1nr:I1I_r1" is;op.mosu -tr.. FRANK NOT TO SCALE KEY MAP LEGEND LOCATION OF METER SINATRA KEY MAP I I'kIllera:latic I.iIrgt-Vr. 'i • i 3"L 3'L J"• g. PROJECT LOCATION \ OTE• SEE SHEET SP 7 FO PLANTING LEGEND A\D \OYES PRECISE GRADING PLAN NOTE THE PRECISE GRADING PLANS PREPARED BY PANGAEA AND APPROVED BY THE CITY OF PALM DESERT SHALL BE ISSUED TO ALL BIDDERS AND INSTALLING CONTRACTOR(S). THE PRECISE GRADING PLAN IS AN INTEGRAL PART OF THESE LANDSCAPE PLANS, AND INDICATES ALL NECESSARY FINISH SURFACE / FINISH GRADE ELEVATIONS, DRAIN HEAD AND DRAIN LINE LOCATIONS. INSTALLING CONTRACTOR SHALL TAKE INTO CONSIDERATION THAT FIELD MODIFICATIONS MAY BE NECESSARY DUE TO FINAL UTILITY LOCATIONS, DRAIN HEADS AND FLOW LINES. PRIOR TO INSTALLATION; THE CONTRACTOR SHALL IDENTIFY ANY CONDITIONS THAT MAY REQUIRE FIELD MODIFICATION AND BRING THEM TO THE ATTENTION OF THE SUPERINTENDENT, CIVIL ENGINEER AND LANDSCAPE ARCHITECT. FAILURE TO DUE SO COULD RESULT IN THE CONTRACTOR MAKING NECESSARY MODIFICATIONS AT THEIR OWN EXPENSE. ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND FINAL WALKWAY / DRIVEWAY LAYOUT SHALL CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN ON THE APPROVED PRECISE GRADING PLAN. NOTE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND / USBR EASEMENTS CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING CURB, GUTTER, SIDEWALKS PLANTERS GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND/OR USBR EASEMENTS. CITY OF PALM DESERT INSPECTION SCHEDULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. DATE CVWD PLAN # These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT Jai SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SURE 200 DANA POINT, CAIIFORNIA 92629 (949) 443-1446 FAX (9491443,1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION W z ««« •< co cc z co I SHEET DESCRIPTION SHRUB PLANTING PLAN DESIGNED DRAWN CHECKED DATE 08 /08 /16 JOB NO. 616976 CAD FILE SHEET NUMBER JL/AE JUAE JL/AE S P-1 0' 20' 40' OF 25 SHEETS J PLAN SET "E" 08-08-16 NOTE* SEE SHEET SP-/I EOH PLA\TI\G LEGS\D A\3 \OTES PRECISE GRADING PLAN NOTE THE PRECISE GRADING PLANS PREPARED BY PANGAEA AND APPROVED BY THE CITY OF PALM DESERT SHALL BE ISSUED TO ALL BIDDERS AND INSTALLING CONTRACTOR(S). THE PRECISE GRADING PLAN IS AN INTEGRAL PART OF THESE LANDSCAPE PLANS, AND INDICATES ALL NECESSARY FINISH SURFACE / FINISH GRADE ELEVATIONS, DRAIN HEAD AND DRAIN LINE LOCATIONS. INSTALLING CONTRACTOR SHALL TAKE INTO CONSIDERATION THAT FIELD MODIFICATIONS MAY BE NECESSARY DUE TO FINAL UTILITY LOCATIONS, DRAIN HEADS AND FLOW LINES. PRIOR TO INSTALLATION; THE CONTRACTOR SHALL IDENTIFY ANY CONDITIONS THAT MAY REQUIRE FIELD MODIFICATION AND BRING THEM TO THE ATTENTION OF THE SUPERINTENDENT, CIVIL ENGINEER AND LANDSCAPE ARCHITECT. FAILURE TO DUE SO COULD RESULT IN THE CONTRACTOR MAKING NECESSARY MODIFICATIONS AT THEIR OWN EXPENSE. ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND FINAL WALKWAY / DRIVEWAY LAYOUT SHALL CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN ON THE APPROVED PRECISE GRADING PLAN. NOTE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND / USBR EASEMENTS CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING CURB, GUTTER, SIDEWALKS PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND/OR USBR EASEMENTS. CITY OF PALM DESERT INSPECTION SCHEDULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. SCALE• 1 " = 20' momemmilmmi 60. NORTH �m� oopan co EA PRIMARY UM% air QI UTILITY SYMBOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) MAILBOX 17"X30" ELECTRICAL BOX (ABOVE GROUND) 17"X30 TELEPHONE BOX (FLUSH) ° 9"X9" CABLE TV. BOX (ABOVE GROUND) IRRIGATION CONTROLLER / POWER PED. FIRE HYDRANT WATER METER * YARD DRAIN GRATE / INLET CVWD 8" VCP SEWER MAIN, DRAWING NO. 35091 CVWD 8' DIP WATER MAIN W L NO. 35080 I]➢ .4ATCHI �— — I UNIT 171 UNIT 162 PLAN 2 PLAN 4 FF.ELEV:160.47 FF.ELEV:160.47 PEELEV:159.80 PE.ELEV:159.80 GF ELEV•159 80 GF.EaEV:159.80 MATCH LI NE 1-2 BUBBLER BOX DRAIN PIPE FLOW LINE F - SFF 1 SHEET SP-1 UNIT 119 PLAN 4 FF EIFV•160 47 PEELEV:159.80 GF.EIEV:159.80 cc LL C. KEY MAP •am:,.laioaiSe SJtaff• a %IL Tura FRANK SINATRA NOT TO SCALE KEY MAP LEGEND LOCATION OF METER UNIT 108 PLAN 2 FF.ELEV:160.47 PEELEV:159.80 GF.ELEV:159.80 DATE CVWD PLAN # ;ATER M TER` 'id' PUB *Sal Lj-FORM DRAIN- UA`I „IJ_II girl!' Nly Willi IG ���r�`� hi 4.',:u PL �'4U I' I i1 . rill, tit:Tr r l I wail _IrirriliZiii I: „1 rallf rl:ilfelt-lrrlhilfrni a•fs iffegitl,Trtit ei PROJECT LOCATION CVW WAT POL ENC DRA 350 Cvw SEW DRA 350' 12" DIP R MAIN W/ ETHYLENE SEMENT, ING NO. 2 8" VCP R MAIN, ING NO. 2 UTILIT These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CAUFORNIA 92629 (949) 443.1446 FAX (949) 443-1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. • a z 0 a «« L Q � O O� cc 0 O «cJ 0 N ce cc a LI N8co SHEET DESCRIPTION SHRUB PLANTING PLAN DESIGNED DRAWN CHECKED DATE 08/08/16 JOB NO. 616976 CAD FILE SHEET NUMBER JL/AE JUAE JUAE • 20' 40' OF 25 SHEETS PLAN SET "E" 08-08-1 i CVWD 8' DIP WATER MAIN W/ POL DRAWING NO. 35080 /1 4I a u • SCALE* 1 " = 20' 20' 10' 6o NORTH • _Q «In • • s, N �t Zan Fn. NG CD CZ 10+50 • 1:1 CVWD 8' VCP SEWER MAIN, DRAWING NO. 4 • • L acp • .I11111111111 FIELR REMEWEANP'APJUSTMENT WILL' NECESSARY FOR INTERFACE ALONG ENTRY. C MATCHLly SFF SHFFT,1SP-1 fla are TmM u l iIHMIl i � n CD d • ......1 2T0 • ►4 aci mn� C tI� o o N + V V N1111111111111 FIELD REVIEW AND ADJUSTMENT WILL BE NECESSARY FOR INTERFACE ALONG ENTRY. OON (PRIVATE STREET) N N ( Sla _., �JI • °CA ..._,: Lei T^RNc L.•• •... a z CD 01 03 CO CD CD D3 N S 0 mm co a co O S V PRIMARY PULLBOX UTILITY SYMBOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) MAILBOX 17"X30" ELECTRICAL BOX (ABOVE GROUND) 17"X30" TELEPHONE BOX (FLUSH) o 9"X9" CABLE TV. BOX (ABOVE GROUND) 0 IRRIGATION CONTROLLER / POWER PED. FIRE HYDRANT WATER METER I' YARD DRAIN PINS A GRATE / INLET WWIN is n *el Woo 340CI 1 1 d' PIBLIC UTILITY EASE C M� 3 BUBBLER BOX DRAIN PIPE FLOW LINE CV .� M AI ENC NO. C: crc am. at= 4.4 +r— _ a..r= tom: rw= Lit igign Jni L'Sn79 fJ'iz,Eii-11�'. n. o. i�J�FII ;V TA;3Io 4C.r M�111 1�����1.1Colr 6� FRANK NOT TO SCALE KEY MAP LEGEND ©LOCATION OF METER KEY MAP 9 y rtir 47412111KP. Mit � ail. b lriIke l �I I ;Y _r.• ,1 ai.-r's :l s'rol-__ w^VVVIt 'Stl.r} : ref ri s :I SINATRA St:Irevis �IR is marl .1'i7L. 1• PROJECT LOCATION \OTE• SEE SHEET SP 4 E0PLA\TI\G LECE\D A\3 \OTES WD 8' VCP SEWER IN, DRAWING NO. 92 12" DIP WATER W/ POLYETHYLENE SEMENT, DRAWING 35082 PRECISE GRADING PLAN NOTE THE PRECISE GRADING PLANS PREPARED BY PANGAEA AND APPROVED BY THE CITY OF PALM DESERT SHALL BE ISSUED TO ALL BIDDERS AND INSTALLING CONTRACTOR(S). THE PRECISE GRADING PLAN IS AN INTEGRAL PART OF THESE LANDSCAPE PLANS, AND INDICATES ALL NECESSARY FINISH SURFACE / FINISH GRADE ELEVATIONS, DRAIN HEAD AND DRAIN LINE LOCATIONS. INSTALLING CONTRACTOR SHALL TAKE INTO CONSIDERATION THAT FIELD MODIFICATIONS MAY BE NECESSARY DUE TO FINAL UTILITY LOCATIONS, DRAIN HEADS AND FLOW LINES. PRIOR TO INSTALLATION; THE CONTRACTOR SHALL IDENTIFY ANY CONDITIONS THAT MAY REQUIRE FIELD MODIFICATION AND BRING THEM TO THE ATTENTION OF THE SUPERINTENDENT, CIVIL ENGINEER AND LANDSCAPE ARCHITECT. FAILURE TO DUE SO COULD RESULT IN THE CONTRACTOR MAKING NECESSARY MODIFICATIONS AT THEIR OWN EXPENSE. ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND FINAL WALKWAY / DRIVEWAY LAYOUT SHALL CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN ON THE APPROVED PRECISE GRADING PLAN. NOTE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND / USBR EASEMENTS CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING CURB, GUTTER, SIDEWALKS PLANTERS GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND/OR USBR EASEMENTS. DATE CVWD PLAN # CITY OF PALM DESERT INSPECTION SCHEDULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE AROIITEC1S 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 4431446 FAX (949) 4431631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. • DATE REVISION Z 5 0 a 0 cc 0 1e d a J ce 0 co O W ce ea cc 3z� O re /�/ N CA 0 ITp N V Shttl ut LKirnnow SHRUB PLANTING PLAN DESIGNED DRAWN CHECKED DATE 08 /08 /16 JOB NO. 616976 CAD FILE SHEET NUMBER JL/AE JL/AE JL/AE SP-3 OF 25 SHEETS • PLAN SET "E" 08-08-1 COUNT REFLECTS TOTAL JOB SHRUBS / OROUNDCOVER LEGEND QUANTITY SYMBOL DESCRIPTION S 0 0 0 (g) ° ACALYPHA MONOSTAGHYA RASPBERRY FUZZ I ES AGAVE AMERICANA CENTURY PLANT BOUGAINVILLEA "RASPBERRY ICE" BOUGAINVILLEA CALLISTEMON VIMINALIS 'LITTLE JOHN' DWARF WEEPING BOTTLE BRUSH CARISSA MACROCARPA `GREEN CARPET' GREEN CARPET NATAL PLUM G I STUS PURPUREUS ORCHID ROCKROSE DASYL I RON WHEELERI DESERT SPOON ECHINOCATUS GRUSONII GOLDEN BARREL CACTUS HESPERALOE PARVIFLORA RED YUCCA ILEX VOMITORIA 'STOKES' STOKES DWARF HOLLY LANTANA CAMARA VARS. 'NEW GOLD' NEW GOLD LANTANA LAVANDULA ANGUSTI FOL IA LAVENDER LEUCOPHYLLUM LAND I DUM SAGE I EUCOPHYLLUM FRUTESCENS TEXAS RANGER MYRTUS COMMUNIS "COMPACTA' TRUE MYRTLE PENSTEMON SUPERBUS SUPERB PENSTEMON ROSMARINUS OFF I C I NAL I S 'TUSCAN BLUE' ROSEMARY RUSSELIA EGUISETIFORMIS CORAL FOUNTAIN SALVIA GREGGII 'SIERRA LINDA" RED SALVIA NASSELLA TENU I SS I MA MEXICAN FEATHER GRASS YUCCA BACCATA BANANA YUCCA ZINNIA GRANDIFLORA PRAIRIE ZINNIA ZEPHYRANTHES GRAND I FLORA RAIN LILY SCALE: I" = 20' SIZE QTY. 5 GAL 30 5 GAL 14 5 GAL 23 5 GAL 35 5 GAL 5 GAL. 3ci 5 GAL II 5 GAL 10 5 GAL 51 5GAL 1101 5 GAL 65 I GAL 32 5 GAL 61' 5 GAL 26 5 GAL -1-I I GAL. 55 5 GAL 38 5 GAL 5 5 GAL 16 I GAL 153 5 GAL I a I GAL 44 I GAL 36 CVWD (WUCOLS)- REG ION-6 SPACING WATER NEED 3' O.G. 6' O.G. 5' O.G. 6' O.G. 6' O.G. 5' O.G. 5' O.G. 3' O.G. 4' O.G. 3' O.G. 6' O.G. 2' O.G. 5' O.G. 5' O.G. 4' O.G. 3' O.G. 6' O.G. S' O.G. 6' O.G. 2' O.G. 6' O.G. I' O.G. I' O.G. LOW 0.2 LOW 0.2 MOD 0 5 MOD 0.5 MOD 0.5 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 MOD 0.5 MOD 0 5 MOD 0.5 LOW 0 2 LOW 0.2 MOD 0.5 LOW 02 MOD 0.5 MOD 0 5 MOD O 5 LOW 0 2 LOW 0.2 MOD 0 5 MOD 0.5 AL PRAUFB BAIEOX a II 0, UTILITY SYMBOL LEGEND TYPICAL NC LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) ® BUBBLER BOX DRAIN PIPE MAILBOX I?"XSO" ELECTRICAL BOX (ABOVE GROUND) I7"XSO" TELEPHONE BOX (FLUSH) 9 "XI " CABLE TV. BOX (ABOVE GROUND) IRRIGATION CONTROLLER / POWER PEP. FIRE HYDRANT WATER METER YAW DRAIN GRATE / INLET FLOW LINE GFRAI 11 FORD FRANK SINATRA NOT TO SCALE KEY MAP LEGEND LOCATION OF METER KEY MAP frGlsiillir iarrlalrryhi PROJECT LOCATION NOTE : ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCH I TEGT PRIOR TO DEL 'VERY CONTRACTOR SHALL PROVIDE LANDSCAPE ARCH I TEGT WI TH PHOTOGRAPHS AND SPEC I F I CAT ONS OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 36' BOX, CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPEC I MEN FOR ALL TREES / SHRUBS 24" BOX AND UNDER CONTRACTOR MAY SUBM I T A "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCH I TEGT RESERVES THE RIGHT TO REJECT MATERIAL DELI VERY TO THE SITE NOT PREVIOUSLY APPROVED, O R NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURING POLE, AND FRAME THE ENTIRE TREE / SHRUB SPECIFICATIONS SHALL ADDRESS CAL I PER, HE I GHT W DTH OF TREE / SHRUB O NLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH CONFIGURATION AND INTACT LOWER BRANCHES WILL BE ACCEPTED. ALL PLANT MATERIAL SHALL MEET THE AMERI CAN NURSERY STANDARD ANSI 300 AND AR ZONA NURSERY I SA STANDARDS. REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS; THE CITY OF PALM DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL SOIL AMENDMENT NOTE AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL BE PREPARED BY THE CONTRACTOR AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL AMENDMENTS AND FERTILIZERS AS RECOMMENDED BY THE SOIL TESTING LAB/ FACILITY. NOTE • ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE CITY OF PALM DESERT'S "WATER EFFICIENT LANDSCAPE ORDINANCE" AND FOLLOW THE MAINTENANCE SCHEDULE i$ GUIDELINES ESTABLISHED IN THE CITY OF PALM DESERT'S "DESERT FLORA" MAINTENANCE GUIDE, CURRENT EDITION. PRECISE GRAVING PLAN NOTE THE PRECISE GRADING PLANS PREPARED BY PANGAEA AND APPROVED SY THE CITY OF PALM DESERT SHALL BE ISSUED TO ALL BIDDERS AND INSTALLING CONTRACTOR(5). THE PRECISE GRADING PLAN 15 AN INTEGRAL PART OF THESE LANDSCAPE PLANS, AND INDICATES ALL NECESSARY FINISH SURFACE / FINISH GRADE ELEVATIONS, DRAIN HEAD AND DRAIN LINE LOCATIONS. INSTALLING CONTRACTOR SHALL TAKE INTO CONSIDERATION THAT FIELD MODIFICATIONS MAY BE NECESSARY DUE TO FINAL UTILITY LOCATIONS, DRAIN HEADS AND FLOW LINES. PRIOR TO INSTALLATION; THE CONTRACTOR SHALL IDENTIFY ANY CONDITIONS THAT MAY REQUIRE FIELD MODIFICATION AND BRING THEM TO THE ATTENTION OF THE SUPERINTENDENT, CIVIL ENGINEER AND LANDSCAPE ARCHITECT. FAILURE TO DUE 50 COULD RESULT IN THE CONTRACTOR MAKING NECESSARY MODIFICATIONS AT THEIR OWN EXPENSE. ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND FINAL WALKWAY / DRIVEWAY LAYOUT SHALL CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN ON THE APPROVED PRECISE GRADING PLAN. NOTE - NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND / USBR EASEMENTS. GVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND/OR USER EASEMENTS DATE CVWD PLAN # CITY OF PALM DESERT INSPECTION SCHEDULE NOTE REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, II LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-le tp,NDSCAI p oa16451. . Murpyy t d •t o S� I. , These drawings and/or tt accompanying specificatior are the exclusive property Forsum/Summers & Murpb Inc. and their use and publ cation shall be restricted to t original site for which th( were prepared. Re —use, reprc duction or publication by aI method, in whole or part, prohibited except by writh permission from Forsum Summers & Murphy, In DATE REVISION ««< co Lu J Z o a 0 o Od O a 23z W Z /� re 53 et T O O ciot Q zw cc Ua Z coon W a0 Ct)6 C. Zoo. dec cami- ol-co SHEET DESCRIPTION SHRUB PLANTING PLAN DESIGNED DRAWN CHECKED JUAE JUAE JL/AE DATE OS/OS/16 JOB NO. 616g76 CAD FILE SHEET NUMBER S P-4 20' 40' OF 25 SHEETS J PLAN SET "E" 08-08 S SOIL AMENDMENT NOTE AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS ANALYSIS SHALL BE PREPARED BY THE CONTRACTOR AND FURNISHED TO THE LANDSCAPE ARCHITECT AND THE On' OF PALM DESERT INSPECTOR FOR THEIR REVIEW AND APPROVAL THE CONTRACTOR SHALL INSTALL ONLY THE SOIL AMENDMENTS RECOMMENDED BY THE SOIL TESTING LAB / AND ONLY THOSE APPROVED BY THE CITY OF PALM DESERT LANDSCAPE INSPECTOR. IN COMPLIANCE WITH ORDINANCE 1661; PLANTS SHALL BE BACKFILLED WITH LOCALLY PRODUCED COMPOST FORM COACHELLA VALLEY COMPOST FACILITY OR CAL BIOMAS. COMPOST QTY. AS FOLLOWS: I GALLON SHRUB 5 GALLON SHRUB 15 GALLON SHRUB 24" BOX TREE 56" BOX TREE I SHOVEL 2 SHOVELS 3 SHOVELS 4 SHOVELS 5 SHOVELS I I II .11 1II11 11 1 JI 2 X DIAMETER `I OF ROOT BALL I. SHRUB- REFER TO PLAN FOR TYPE 8 LOCATION 2 2" LAYER OF COMPACTED DECOMPOSED GRANITE - REFER TO TREE PLANTING PLAN FOR SPECIFICATION. TOP OF ROOT CROWN TO BE AT FINAL GRADE. 3. 4. 5. 6. FINAL GRADE BACKFILL- NATIVE SOIL ONLY PLANT PIT EXCAVATION ROOTBALL UNDISTURBED NATIVE SUBGRADE ALL PLANT INSTALLATION SHALL MEET THE CITY OF PALM DESERT'S CURRENT INSTALLATION AND MAINTENANCE GUIDELINES. 4I SHRUE3 PLANTING ROW 3 3 ROW2 0 70 ROW I O • N , t 3-4 1'. 3-4 1'.. 3-4%3-4 .. O 'CC G Or<0 I. 2 12 GA GALVANIZED WIRE SECURE VINE TO WIRE WITH NURSERYMAN'S TAPE 5/6" STAINLESS STEEL EYE SCREW IN LEAD SHIELDS 3. FUTURE EYE SCREWS 4. ANGLE BACK TRUNK OF VINE TO WALL AND REMOVE STAKE, SECURE TO WIRE 5. MASONRY WALL NOTE: FOR 5 GALLON VINE, INSTALL ROWS I AND 2. FOR 15 GALLON VINE, INSTALL ROWS I, 2, AND 3. THIS DETAIL PERTAINS TO ALL FENCE/MASONRY WALLS, NOT BUILDING WALLS. VINES AT BUILDING WALLS TO BE ATTACHED TO WOOD TRELLIS. ***ALL VINES TO BE DELIVERED STAKED*** AFTER PLANTING STAKES SHALL BE REMOVED AND ATTACHED TO WIRE AS SHOWN. E I VINE ATTACHMENT I. TREE OR SHRUB - REFER TO PLAN FOR TYPE 4 LOCATION 2. 2" LAYER OF COMPACTED DECOMPOSED GRANITE - REFER TO TREE PLANTING PLAN FOR. SPECIFICATION. TOP OF ROOT BALL TO BE AT FINAL GRADE. S. FINAL &RADE 4. BACKFILL- REFER TO SOIL AMENDMENT NOTE 5. PLANT PIT EXCAVATION 6. ROOTBALL ?. UNDISTURBED NATIVE SUB6RADE 8. EXISTING SLOPE ALL PLANT INSTALLATION SHALL MEET THE CITY OF PALM DESERT'S CURRENT INSTALLATION AND MAINTENANCE GUIDELINES. « PREVAILING WIND 12„ /r 2" /f PLAN "H � � 41 -11-31- H i- 1 I I I 1-i I 1 1 =11=1 I 11 «IIIIi I. 'CINCH -TIE' BY V.I.T. CO. (61q) 615-1160 TIES TO BE INSTALLED AT LOCATIONS DETERMINED TO BEST SUPPORT THE INDIVIDUAL FORM. 2 LODGEPOLE PINE STAKE x 12' LONG FOR ALL TREES. CUT-OFF EXCESS STAKE TO MINIMIZE DAMAGE TO TREE. 3. 2" COMPACTED LAYER DECOMPOSED GRANITE REFER TO TREE PLANTING PLAN FOR SiECIFICATION. TOP OF ROOT CROWN TO BE AT FINAL GRADE 4. FINAL GRADE 5. BACKFILL- NATIVE SOIL ONLY 6. 7 a. 2 X DIAMETER. OF ROOT SALL ALL PLANT NSTALLATION SHALL MEET THE CITY OF PALM DESERT'S CURRENT INSTALLATION AND MAINTENANCE GUIDELINES. PLANT PIT EXECAVATION ROOTBALL UNDISTURBED NATIVE SUBGRADE I TREE STAKING 2 X DIAMETER 1 OF ROOT BALL NOTE: MIN. TWO TIES (TOP $ BOTTOM) REQUIRED. WRAP STAKE TO FORM FIGURE EIGHT. NAIL IN/ (I) GALV. NAIL THROUGH EACH TIE INTO POLE. NOTES: ALL PALM TREES ARE TO BE 'BARE ROOT" AND MEET THE MINIMUM BROWN TRUNK SPECIFICATION AS INDICATED ON PLAN. I. 2" LAYER OF COMPACTED DECOMPOSED GRANITE- REFER TO TREE PLAN FOR SPECIFICATION 2 TOP OF ROOTBALL TO BE AT SAME ELEVATION AS DUG FROM FIELD. 3 ROOT BALL 4. FINAL GRADE 5. NATIVE SAND BAGKFILL 6. UNDESTURBED NATIVE SUBGRADE ALL PLANT INSTALLATION SHALL MEET THE CITY OF PALM DESERT'S CURRENT INSTALLATION AND MAINTENANCE GUIDELINES. 2 I PALM PLANTING NOTE NOTE TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USER EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FROM GVWD. NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USSR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS INCLUDING BUT NOT LIMITED TO, DECORATIVE CONGRETE,LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENT INSTALLED WITHIN CVWD AND/OR USSR EASEMENT DATE These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT SUMMERS/MURPHY & PARTNERS, IN LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CAUFORNIA 92629 (949) 443-1446 FAX (949) 443163 Lp,NMurpnD SCA,p‘tiqp 4%1 xu AIM 7-31-18 Renewal Date 08-08-16 Date OF CALIF imm These drawings and/or th accompanying specification are the exclusive property c Forsum/Summers & Murph) Inc. and their use and publi- cation shall be restricted to th original site for which the were prepared. Re —use, repro duction or publication by an method, in whole or part, i prohibited except by writte permission from Forsum, Summers & Murphy, Inc DATE REVISION O d a so z LL 0. 0 o _Ica Li, I4 a. cga ZQOQQOR (01-VV • SHEET DESCRIPTION PLANTING DETAILS DESIGNED DRAWN CHECKED DATE O8/OS/16 JOB NO. 616q76 CAD FILE SHEET NUMBER SMP SMP SMP C I PLANTING ON SLOPE CVWD PLAN # DEVELOPMENT SERVICE DEPARTMENT PD-1 OF 25 SHEETS PLAN SET "E" 08-08 I. GENERAL SITE PLANNING II. GENERAL NOTES NOTE• NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USSR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS INCLUDING BUT NOT LIMITED TO, DECORATIVE cONCRET,LANDSCAP I NG, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENT INSTALLED WITHIN CVWD AND/OR USSR EASEMENT AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL BE PREPARED BY THE OWNER AND FURNICI ICD TO THE CITY OF PALM DESERT FOR THEIR REVIEW AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE SPECIALIST. A. Weed Control for planting Areas (Except Slopes) I. Remove all existing weeds from site. 2. Install Irrigation. 3. A State of California Licensed pest control applicator shall apply systemic weed killer to all proposed planting areas per manufacturer's specifications. B. Soil Preparation ff Finish Grading I. Rough grade. Site to be received by Landscape Contractor to within I/10 foot plus or minus by owner based upon Civil Engineer's grading plan. 2 Finish grade: Finish grading to consist of grading, raking and hand work necessary to achieve desired contour and flow line patterns, based upon Civil Engineer's plans, resulting in evenly finished surfaces free of debris and litter. 5. Shape mounds as shown on the tree planting plans. Contractor to Import soil necessary to attain design grades and berms. All import soil shall be free of weeds, debris, and shall be similar to existing site soils in texture, type and chemical analysis. Finish grading shall be free of depressions or high spots, to provide smooth and even surfaces for proper drainage. Final grade shall be I" below walk/top of curb. Remove from the site all stones over 2' in size. 4. Top dress all gshrub areas with a 2 " lay of compacted decomposed granite. Refer to the 'Tree Planting Plans" for material specification. C. Planting Plant trees, vines and shrubs as called for where indicated on Planting Plans and as detailed on Planting Detail sheet. Plant substitutions are not permitted. Any modification or substitution to these plans shall be approved by the City of Palm Desert prior to execution. Stake only those trees needed as detailed on Planting Detail Sheet. D. Plant Purchases ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 36" BOX, CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS. THE CITY OF PALM DESERT LANDSCAPE INSPECTOR RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL E. Plant Deliveries The contractor shall coordinate plant deliveries with the Landscape Architect. The contractor shall provide minimum /2 hour advance notice of plant deliveries permitting Landscape Architect ample time to also notify the City of Palm Desert landscape Inspector of plant delivery dates and times. 2. The landscape contractor is obligated to insure plants loaded on delivery trucks prior to site delivery are those plants previously approved by the Landscape Architect and the City of Palm Desert Landscape Inspector. 3. Any plants that are not those previously approved, or those that do not meet the minimum specifications established though the photograph and specification submittal process shall not be loaded and delivered to the Job site. 4. Any plants damaged during loading transportation or off loading shall be replaced. Damage Is defined and may Include but is not limited to trunk scaring, broken limbs, defoliation and wind burn. The Landscape Architect and the City of Palm Desert Landscape inspector reserve the right to reject any 4 all plant material. F. Plant Storage I. Prior to plant deliveries, the contractor shall establish a staging area where deliveries are to be received. This staging area shall be adjacent to the installation area however away from heavy construction and equipment that may cause damage. 2. The contractor shall provide manpower as needed to adequately maintain plants located in the staging area. This Includes but Is not limited to hand watering, protection from wind or other damage and theft. A. Clean -Up I. After all installation operations have been completed, remove all rubbish, excess soil, empty plant containers and trash from the site daily. All scars, ruts or other marks in the area caused by this work shall be repaired and the ground left In a neat, orderly condition. Leave site In broom -clean condition at the end of each working day. Sweep all paved areas, including walks and patios, upon completion of all work. S. Maintenance I. The Contractor shall maintain during installation a sufficient number of workers and adequate equipment to perform the work herein specified. all maintenance work shall meet or exceed the the City of Palm Desert's "Low water ordinance ; and follow the maintenance schedule B guidelines established in the City of Palm Desert's "Desert Flora' Maintenance Guide, current edition. 2. After all work has been completed, Inspected and accepted, all areas will be maintained for a period of ninety (q0) calendar days or as long as is necessary to establish thriving trees, vines 6 shrubs. 3 Keep all areas weed -free, adequately watered, and neat For the ninety (q0) day period Remove all debris from site and keep the entire site broom -clean. 4. Damage to any planted area shall be repaired Immediately. Depressions caused by vehicles or foot traffic shall be filled with topsoil, leveled and replanted Exterminate gophers, moles and repair damage. Decomposed granite shall be replaced as needed 5. The project shall be so cared for that a neat clean condition will be presented at all times to the satisfaction of the Owner and Landscape Architect. The Landscape Contractor shall be expected to make a minimum of one weekly visit for maintenance purposes. 6. The Contractor shall request a final site visit seven (1) days prior to the end of the maintenance period. This request shall be written and directed to the Owner and the Landscape Architect. Upon written acceptance of the project, the Contractor shall be relieved of any further maintenance. C. Guarantee All plant installations shall be guaranteed to live and grow to a period of ninety (q0) days after installation and acceptance by the Owner. Trees shall be guaranteed for one year. Any material that fails to grow through the specified maintenance and guarantee period shall be replaced by the Contractor at no cost to the Owner. D. Observation I. Observation visits specified herein shall be made by the Landscape Architect or his representative. The Contractor shall request observation at least two (2) working days In advance of the time that the observation is requested. 2. Observation visits are suggested for the following parts of the work: a. Upon completion of grading and soli conditioning prior to planting. b. When trees are spotted for planting, but before planting holes are excavated. c. Written acceptance of the project to release the Contractor from further maintenance shall occur after Final Observation with the Owner or his representative at the end of the maintenance period. E Verification of Dimensions I. All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall immediately notify the Landscape Architect of any discrepancy between the drawings and/or specifications and actual conditions. No work shall be done in any area where there is such a discrepancy until approval for same has been given by the Landscape Architect. F. Utilities I. The Contractor shall be responsible for verifying the location of all underground utility lines prior to any construction, so that proper precautions may be taken not to damage such lines and plant locations, promptly notify the Landscape Architect who will arrange for relocations of one or the other. Failure to follow this procedure places upon the Contractor the responsibility for, at his own expense, making any and all repairs For damages resulting from his work. CONTRACTOR QUALIFICATION NOTE: ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-21 ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-8 ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED c-2q DATE CVWD PLAN# These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS` III LANDSCAPE ARCHFTECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT' CALIFORNIA 92629 (949) 443,1446 FAX (949) 443-16: tp,ND SCq p 7-31-18 Renewal Date 08-o8-I6 Date of CALIF These drawings and/or tY accompanying specificatior are the exclusive property r Forsum/Summers & Murph Inc. and their use and publi cation shall be restricted to tf original site for which the were prepared Re —use, repro duction or publication by ar method, in whole or part, prohibited except by writte permission from Forsum Summers & Murphy, Ini DATE REVISION ««< a Z O a CB W J ce 0 o CC 0 OC 23 Q id N cc Z co J co W 4Cco0 a) CO z Z000 CO F- SHEET DESCRIPTION CONSTRUCTION SPECIFICATIONS DESIGNED DRAWN CHECKED DATE 08/08/16 JOB NO. 6164176 CAD FILE SHEET NUMBER SMP SMP SMP Ps 1 FL NT I NG SPECIFICATIONS J OF 25 SHEETS PLAN SET "E" 08-O7