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HomeMy WebLinkAbout73650 DINAH SHORE DRIVE (BARKINGHAM PALACE 2016)BARKINGHAM PALACE 73-650 DINAH SHORE DR. PALM DESERT, CA A.P.N. 694-060-015 PARCEL 2 OF PARCEL MAP 36961, AS PER MAP FILED IN BOOK 239, PAGES 61-64 SECTION 29, TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN, NE QUARTER INDEX: OVERALL PLAN CONSTRUCTION PLAN CONSTRUCTION DETAILS IRRIGATION PLAN IRRIGATION DETAILS PLANTING & LIGHTING PLAN CITY OF PALM DESERT INSPECTION & MAINTENANCE SCHEDULE PLANTING DETAILS VICINITY MAP: MONTEREY AVENUE GATEWAY DRIVE s L-0.00 L-1.00 THRU L-1 01 L-2 00 THRU L-2 03 L-3.00 THRU L-3.02 L-4.00 L-5.00 THRU L-5 01 L-5 02 SITE 73-650 DINAH SHORE DR. PALM DESERT, CA L-6.00 Als NORTH WATER CONSERVATION STATEMENT: Landscape Documentation Package Checklist Barkingham Palace Revised Tract or Parcel Number: Parcel 2 of Parcel Map 36961 Assessors Parcel Number (APN): 694-060-015 Project Location: 73-650 Dinah Shore Dr., Palm desert, CA Landscape Architect / Irrigation Designer / Contractor NE RGA Landscape Architects, 73061 El Paseo, Ste. 210, Palm Desert, Ca. Included in this Landscape Documentation Package are: x Water Efficient Landscape Worksheet WATER BUDGET CALCULATIONS X 2. Maximum Applied Water Allowance. (MAWA): Coneentienal Landscape: Recreational Turf grass Landscape: Maximum Applied Water Allowance: X 3. Estimated Total Water Use by Hydrozone: X Very Low Plant Hydrozones: Low Plant Hydrozones: Moderate Plant Hydrozones: High Plant Hydrozones: Turf grass Hydrozones: Recreational Turf grass Hydrozones: Annual Color Water Features: Estimated Total Water Use (ETWU): 4. ETWU<MAWA PLAN SETS X 5. X 6. 7. 8. Landscape Design Plan Irrigation Design Plan Grading Design Plan Soil Management Report 536.12 100 cubic feet per year 375.46 100 cubic feet per year 911.58 100 cubic feet per year #REF! 100 cubic feet per year 141.49 100 cubic feet per year 273.57 100 cubic feet per year #REF! 100 cubic feet per year #REF! 100 cubic feet per year 400.65 100 cubic feet per year #REF! 100 cubic feet per year 67.93 100 cubic feet per year 883.62 100 cubic feet per year I agree to comply with the requirements of the water efficient landscape ordinance and submit a complete Landscape Document Package. Date: Applicant: Jim Shrope STANDARD SYMBOLS AND ABBREVIATIONS LIMIT OF WORK SHEET MATCHLINE MOUNDING (NOT TO EXCEED 3:1) HIGH POINT OF MOUND (IN INCHES) KEYNOTE, SEE MASTER LIST OF SHEET DETAIL NUMBER SHEET NUMBER EXPANSION JOINT SCORE JOINT POINT OF BIGINNING FOR DIMENSIONING DIRECTION OF SLOPE. % MIN. ON HARDSCAPE ELEVATION DETAIL HDR ALIGN TYP PA R R DN EQ WSL MIN COL HP LP DIA CONT HT SIM O.0 DG TW HEADER BOARD ALIGN ACCORDINGLY TYPICAL PLANTING AREA CENTER LINE PROPERTY LINE RADIUS DOWN RISERS EQUAL WATER SURFACE LEVEL MINIMUM COLUMN HEIGHT POINT LOW POINT DIAMETER CONTINUOUS HEIGHT SIMILAR ON CENTER DECOMPOSED GRANITE TOP OF WALL (AS MEASURED FROM THE ADJACENT FINISH GRADE) LANDSCAPE ARCHITECTS,INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA (760) 568-3624 FAX (760) 773-5615 E-MAIL: rga@rga-pd.com PREPARED FOR: MICHAEL HOMME P.O. BOX 258 PALM DESERT, CA CVWD NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR CHANGE 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 EASEMENT CONSULTANTS: REVISIONS 1 ADD WATER CALCS, MATERIAL SPECS. 2 CVWD PLAN CK. #1 CORRECTIONS 3 CVWD APPROVED PLANS 4 CITY FINAL SUBMITTAL PROJ. NO.: 1611 DATE* 9/22/16 SPECIFICATIONS SHEET ■ Underground Service Alert Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG BOOK 11. THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY RGA, INC. FOR USE ON THIS PROJECT AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESSED WRITEN CONSENT OF RGA. INC. 0I6 LANDSCAPE ARCH. CVWD ENGINEERING APPROVAL CITY OF PALM DESERT DEPARTMENT OF COMMUNITY DEVELOPMENT APPROVED BY: O C.C. RES. NO TAFF LETTER 0 R.G. RfE$.NO 0 ARC ACTION FORM BY EOFRAMENCE WITHIN YEAR THE APPROOV fIN,I Litsces a r,eevi CVWD LANDSCAPE APPROVAL DR DR DR DR 10/3/16 10/18/16 11/14/16 11/18/16 These plans hove been reviewed by the Coachella Valley Water District in accordance with California Governemnt 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 Rights -of -Way. Trees, plans. 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. ItiCIIIV Da te7-r—_._ .... L43391 CVWD Plan # EXISTING WATER 3/4" EXISTING SEWER VCP SEWER DISTRICT ➢WG. 29627 WATER METER LOCATION NEW 4' METER FOR IRRIGATION WITH 1" RP BACKFLOW INSTALLED BY CVWD w NA 0 LLI EM 0T '1 CC) Z 0 4 16' B.S.H. 12' B.T.H • • a • 16' E.T.V. • • P • DECOMPOSED GRANITE ASPHALT SURFACE PER J CIVIL ENGINEER sr DECOMPOSED GRANITE SETBACK SETBACK 1: B.T.H CFL-Srl) L� S I B.T.H I B..H. LIMIT OF WORK TRASH PROPOSED TRANSFORMER DECOMPOSED GRANITE BLUE FESCUE WITH - 3" PEBBLES BELOW 2' B.T.H. ASPHALT SURFACE PER CIVIL ENGINEER sr LIMIT OF WO 14' B T.FI. 2' B.T.H RK I6' B.T.H 1 I IGH CHAINLINK FENCE NDS AT TH P POINT 6 HIGH CHAINLINK FENCE 6 HIGH TUBE STL. FENCE It' B.T.H. I : EVE. IA BH.H 6 HIGH CI IAINLINK FENCE . CHAINLINK GATES A hi NORTH SCALE: 1' = 20'-A' GRAPHIC SCALE SETBACK CHAINLINK GATES IA /1 IA /i Y /I \16 x16/ y16 x16� \16 V. SNPPE sTNPE 5TInpE / y Imov 1 i 1 `SETBACK CVWD LANDSCAPE APPROVAL 100.114. These plans have been reviewed by the Coachella Volley Water District in accordance with California Governemnt Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). DDDFMCal of this drawing by CVWD staff does not constitute approval to encroach into district and USER Rights -of -Way. Trees, plans, walls, and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or rich' -of -way without first obtaining an encroachment permit from CVWD. SHEET TITLE LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.Com OVERALL PLAN M LLJ LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET LJ BOOK ■ PROJECT MANAGER: TM - DRAWN: CHECKED: TM - PROJ. N0. 1611 DATE: 9/22/16 SCALE: 1 "=20'-0" REVISIONS: ADD WATER CALCS, MATERIAL SPECS 10/3/16 DR CVWD PLAN CK. #1 CORRECTIONS 10/18/16 DR CVWD APPROVED SET 1 1 /14/16 DR A: 0 SHEET N0: L-0.00 INIT. 50' 40' DO' 10' 0 Dates L43391 CVWD Rion k RELEGATE UNUF RER7U\D WULT RELEUTI WRIER V1F TER EXISTING SEWER H- H da Q PA a L 9 w w 0 z 0 4 a a 4 4 a d a KEY MAP: PA WATER METER LOCATION III ASPHALT SURFACE PER CIVIL ENGINEER a • • rr PA O • PA teretsk rl `. u FrA Lid A�eI- *6' 4"Ic tea.;. Ai PA • O I I I Wi // 1 1 PA 0 0 0 REFER TO SHEET L-1.01 FOR KEY NOTES PA MEIN DECOMPOSED GRANITE DOG POTTY AREA CVWD NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR CHANGE 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 EASEMENT vJ TRASH TRANSFORMEF SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' 10' 0 i Ms- imm ■ PA 1/4 ASPHALT SURFACE PER CIVIL ENGINEER /\ X a ■ 9 4 SHEET TITLE LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com Z J 0 Z 0 F U D V) Z 0 U U w O a_ BARKINGHAM PALACE LANDSCAPE ARCHITECT: SPECIFICATIONS PALM DESERT, CA SHEET LI BOOK ■ PROJECT MANAGER: TM DRAWN: DR CHECKED: TM PROJ. NO. 1611 DATE: 9/22/16 SCALE: 1 "=10'-0" INIT. REVISIONS: ADD WATER CALCS, MATERIAL SPECS 10/3/16 DR CVWD PLAN CK. #1 CORRECTIONS 10/18/16 DR CVWD APPROVED SET 11/14/16 DR A: o= SHEET NO: L-1.00 1/-71-3"—/ 13'-8" I 7 O O JJ JJ 7) a JJ z PA 150 12'-5" / U w 6' HIGH CHAINLINK FENCE ENDS AT THIS POINT TYP. 6' HIGH CHAINLINK FENCE 6' HIGH TUBE STL. FENCE UBE STL. GATES WATER METER LOCATION KEY MAP: PA 48'-8" DOG RUN #1 0 x 6' HIGH CHAINLINK FENCE CHAINLINK GATES 44 a 4 a 4 12' A 4 Al 4 4 4 I PA PA • 8'—f 6' 8" 4 L-1.O1 48'-10" DOG RUN #2 BALANCE BEAMS BA A B AMS I" /I I" I \16 x16/ 1 SpeE / \ 1 1 / 1 / N 1 1 i $ 1/ \1 I// L ]i L , 12'-3" CHAINLINK GATES WQT k FEATURE 35" DEPTH \166x 16/ , , DE L 14' a 4, EQUIP. J K 71 / \ \16 x 16/ I / I �v16 x 16/ N L _ EQ. EQ. TYP. TYP. NOTE: DOG ACTIVITY EQUIPMENT, BENCHES, AND AMMENITIES TO BE SELECTED BY OWNER. CVWD NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR CHANGE 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 EASEMENT SCALE 1" = 10'-0" GRAPHIC SCALE KEYNOTES 3 1/2" THICK INTEGRAL COLOR CONCRETE WITH MEDIUM BROOM FINISH. COLOR TO BE SELECTED BY OWNER SCORE/EXPANSION JOINT SEE DETAIL A/L-2.00. 60MM PRECAST CONCRETE PAVER. TO BE SELECTED, SEE DETAIL D/L-2.00 80MM PRECAST CONCRETE PAVER. TO BE SELECTED, SEE DETAIL D/L-2.00 6" WIDE CONCRETE MOW BAND, SEE DETAIL B/L-2.00 18" WIDE CONCRETE BAND, SEE DETAIL C/L-2.00 18" HT SEAT WALL, SEE DETAIL EA-2.00 OVERHEAD SHADE STRUCTURE BY ARCHITECT. 'POLIGON' 16 x 16 SHADE STRUCTURE COLOR TO BE SELECTED BY OWNER. INSTALL PER MFG. SPECIFICATIONS. SEE DETAIL N/L-2.02 'TRUEGRID — PRO PLUS' HEAVYDUTY GRAVEL FILL PAVER. INSTALL PER MFG. SPECIFICATIONS FILL WITH gg" MINUS WITH 11% FINES, 'HICKORY CREEK' DECOMPOSED GRANITE, AVAILABLE THROUGH 'SOUTHWEST' BOULDER' 760 328-5877. SEE DETAIL F,G,H/L-2.01 PAIR OF 12' WIDE x 6' HIGH TUBE STL. FIRE ACCESS GATES. SEE DETAIL J/L-2.01 3' WIDE x 6' HIGH TUBE STL. PEDESTRIAN GATE. SEE DETAIL MA-2.01 a. 6' HIGH TUBE STL. FENCE. WITH METAL PANEL TACKED TO BACK OF FENCE. SEE DETAIL K,L/L-2.01 b. 6' HIGH TUBE STL. FENCE. WITHOUT METAL PANEL. SEE DETAIL K,L/L-2.01 TUNNEL FEATURE TO BE SELECTED BY OWNER. BARRELS TO BE SELECTED BY OWNER. BALANCE BEAMS TO BE SELECTED BY OWNER. BRIDGE, SEE DETAIL IA-2.01 POND, HYDRAULIC DESIGN AND EQUIPMENT BY OTHERS. SEE DETAIL Q/L-2.02 RAMP/BRIDGE TO BE SELECTED BY OWNER. BI—LEVEL DOG WATERING STATION BY 'MDF', MODEL SM/ OPTIONAL PET TOUNTAIN. COLOR TO BE SELECTED BY OWNER. WWW.MOSTDEPENDABLE.COM DOG WASTE STATION BY 'MDF', MODEL 395 SM. COLOR TO BE SELECTED BY OWNER. WWW.MOSTDEPENDABLE.COM BENCH TO BE QZCAL72B BY 'QUICKCRETE', COLOR TO BE 'ADOBE TAUPE', IN SANDSTONE FINISH. INSTALL ON 3 3" THICK CONCRETE PAD W/ ANCHOR BOLTS. CONCRETE TO MATCH ADJACENT CONCRETE. MOUNDING: ALL MOUNDING INDICATED ON THIS PLANTING PLAN SHALL BE CONSIDERED DECORATIVE, AND IS NOT INTENDED TO BE A PART OF THE SITE DRAINAGE SYSTEM. ALL MOUNDING SHALL BE INSTALLED SO THAT THE TOE OF THE MOUND IS A MINIMUM OF 18 INCHES FROM ANY SIDEWALK OR A MINIMUM OF 3 FEET FROM ANY BUILDING. MOUNDING SLOPES SHALL NOT BE STEEPER THAN 3:1. 6' HT FREE STANDING GARDEN WALL, SEE DETAIL 0/L-2.02 ALIGN WITH STRUCTURE/STRUCTURE OPENING. 6' HIGH CHAINLINK FENCE AT ALL KENNELS AND DOG RUN LOCATIONS. WATERWALL BY ARCHITECT/HYDRAULIC DESIGN AND EQUIPMENT BY OTHERS. REMOVEABLE LIGHTWEIGHT CONCRETE BOLLARDS IN STEEL SLEEVES. SEE DETAIL R/L-2.03 12" WIDE X 6" DEEP CONCRETE CURB. 3 1/2" THICK NATURAL COLOR CONCRETE WITH MEDIUM BROOM FINISH. SCORE/EXPANSION JOINT SEE DETAIL a. 3' WIDE X 6' HIGH CHAINLINK PEDESTRIAN GATE b. PAIR OF 12' WIDE X 6' HIGH CHAINLINK VEHICLE GATES. FENCE/GATE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO OWNER FOR APPROVAL PRIOR TO INSTALLATION. PROVIDE STEEL HEADER AT EACH SIDE OF SHADE CABANA. SEE DETAIL 7/L-6.00. 30' 20' 10' 0 S HARDSCAPE GENERAL NOTES A/L—: *STANDARD: — CONCRETE SHALL BE 2,500 PSI (MIN.) TYPE-2 PORTLAND CEMENT. PLACE REINFORCING STEEL 3" FROM BOTTOM AND 2" FROM BOTH ENDS (MIN). SEE PLAN FOR STEEL SIZE, QUANTITY AND LOCATION. *CONCRETE IN HOT SOIL: — ALL CONCRETE PLACED IN CONTACT WITH HOT SOIL, DEFINED AS SOIL WITH A PH OF 7 OR HIGHER, WILL CONFORM TO ASTM C1012-95 AND CONTAIN THE FOLLOWING MIX PARAMETERS: TYPE 5 PORTLAND CEMENT WITH A .35 WATER / CEMENT RATIO; ASTM CLASS F FLY ASH (20 PERCENT VOLUMETRIC REPLACEMENT); SUPERPLASTICIZER ADMIXTURE (10-18 FL.OZ. PER 100 LBS OF CEMENT). *CONCRETE SHALL HAVE ACCELERATED CURING AND SHALL ATTAIN A MINIMUM STRENGTH OF 4,500 PSI. THE TYPE 5 PORTLAND CEMENT SHALL BE CERTIFIED AS HAVING LESS THAN 3% TRI—CALCIUM ALUMINATE. * ALL CONCRETE COLORS TO BE CONFIRMED BY LANDSCAPE ARCHITECT IN FIELD PRIOR TO POURING WITH SAMPLE PANELS PER SPECIFICATIONS. * INCLUDE PENETRATING MATTE FINISH SEALER ON ALL SITE CONCRETE AND PAVERS. * PARKING, ROAD LAYOUT, AND DRIVEWAYS BY OTHERS. * ACCESSIBILITY COMPLIANCE BY OTHERS. * LANDSCAPE ARCHITECT MUST FIELD REVIEW FLATWORK LOCATIONS PRIOR TO CONCRETE BEING POURED. * ALL GRADING AND DRAINAGE DESIGN, INCLUDING ALL FLATWORK, BY CIVIL ENG. SCORE JOINTS — CONTRACTOR SHALL LAYOUT SCORE JOINTS IN FIELD IN CONSULTATION WITH LANDSCAPE ARCHITECT. SCORE JOINTS SHALL BE PROVIDED SO THAT NO MORE THAN 400 S.F. OF CONCRETE IS OPEN. EXPANSION JOINTS — PROVIDE \ FELT EXPANSION JOINTS WITH JOINT SEALING COMPOUND AND SANDED JOINTS BETWEEN FLAT WORK AND STRUCTURES OR COLUMNS OR WALLS. IRRIGATION SLEEVING: TO ALL POT AND INTERIOR PLANTER LOCATIONS. SLEEVING UNDER WALKWAY — SCHEDULE 40 PVC 1\' TIMES DIAMETER OF IRRIGATION PIPE. (RECORD FIELD LOCATIONS) PA PLANTING AREA T.W. TOP OF WALL POB POINT OF BEGINNING * STRUCTURAL DESIGN BY OTHERS. * THIS PLAN IS INTENDED TO PROVIDE AESTHETHIC DIRECTION AND FINISHES ONLY. * WATERFEATURE CONTRACTOR MUST SUBMIT SHOP DRAWINGS WITH EQUIPMENT SPEC'S PRIOR TO CONSTRUCTION. * CONTRACTOR TO COORDINATE IRRIGATION SLEEVING BETWEEN HARDSCAPE AND 0 IRRIGATION PLANS. SHEET TITLE LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com Z ^J Z 0 F- U V) Z 0 U I..L co LANDSCAPE ARCHITECT: SHEET SPECIFICATIONS BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE: SCALE: REVISIONS: ADD WATER CALLS, MATERIAL SPECS 10/3/16 DR CVWD PLAN CK. #1 CORRECTIONS 10/18/16 DR CVWD APPROVED SET 11/14/16 DR • TM DR TM 1611 9/22/16 1 "=10'-0" SHEET NO: L-1.01 INIT. v o v ® ° 1/2" EXPANSION JOINT WITH SELF -LEVELING SANDED JOINT SEALER SEALER TO BE DECOSEAL 125 OR APPROVED EQUAL 3/4" RAD TYP. CONCRETE SLAB V ° V / \i\i\i\\i\A\A\ i\ i\ i\i\A\A\A\ i\i\i\i\i\A\A\i\i\i\i\/ EX 3A\S O\ JO \T A 'CONCRETE PAVING DETAILS 2' IN SAND AREAS NOTES. • 18" CONCRETE BAND WITH LIGHT BROOM FINISH ON ALL EXPOSED SURFACES 1 /2" TOOLED RADIUS 1" IN TURF AREAS 90% COMPACTED SUBGRADE - VERIFY W/ SOIL ENGINEER'S REPORT A. PROVIDE SCORE JOINTS ® 20'-0" O.C. B. PROVIDE 45" MITERED SCORE JOINTS @ CORNERS. C. CONC. TO BE MINIMUM 2,500PSI W/ SHREDDED FIBERGLASS REINFORCING SOILS W/ HIGH ALKALI OR SULPHUR CONTENT WILL REQUIRE 4,000PSI CONCRETE. CI CONCRETE MOW CURB DETAIL True to your project. True to the environment. TRUEGRID PRO PLUS 24" X 24" X1.8" US PATENT NO. 8.734,049 PROPRIETARY FEATURES: 1) X-ANCHORS (NO STAKING NEEDED) 2) 3 POINT MALE/FEMALE LOCKING TABS 3) S-FLEX JOINTS ( BUILT IN EXPANSION JOINTS FOR SOIL MOVEMENT AND SEASONAL CHANGES) 4) HOOP STRENGTH DESIGN OTHER 1) 100 % POST -CONSUMER RECYCLED HDPE. 2) DELIVERED IN PREASSEMBLED 4' X 4' SHEETS THAT CAN BE RECONFIGURED, AS NEEDED. 24.0" II.111.::9i1 - 0.250" TYP WALL THICKNESS 0.150" TYP WALL THICKNESS • w CONCRETE SLAB 1/4'W x 3/4"D SAWCUT SCORE JOINT V 0 ° V 4 \\A\\A\\A\\A\\/\\\/\\\/\\\A\\i\\\/\\\/\\\/\\\/\\\A\\i\\\/\\\/\\\/\\\/\\\A\\A\/\\/\\A\ SCONE JOINT (SAWCJT ✓ice/ceL oi ADJACENT PLANTER AREA CONCRETE PAVER 80 MM MIN. THICKNESS = VEHICULAR 60 MM MINI. THICKNESS = PEDESTRIAN MORTAR SET SOLDIER COURSE MORTAR BED 2" IN SAND AREAS NOTES: Ill)Tlll • ea _ Q • a.. IIII�II =III III I I I I o• d. < a III I _I . d l l l -1 I III IIIIIIIIII-IIIIII CONCRETE MOWSTRIP WITH LIGHT BROOM FINISH ON ALL EXPOSED SURFACES 1 /2" TOOLED RADIUS. IILIII -II II=III=III 1" IN TURF AREAS 90% COMPACTED SUBGRADE - VERIFY W/ SOIL ENGINEER'S REPORT A. PROVIDE SCORE JOINTS @ 20'-0" O.C. B. PROVIDE 45" MITERED SCORE JOINTS ® CORNERS. C. CONC. TO BE MINIMUM 2,500PSI W/ SHREDDED FIBERGLASS REINFORCING. SOILS W/ HIGH ALKALI OR SULPHUR CONTENT WILL REQUIRE 4,000PSI CONCRETE 3/4" = 1'-on B 'CONCRETE MOW CURB DETAIL COMPACTED AGGREGATE BASE PER SOILS REPORT RECOMMENDATIONS 1" TO 1 1/2" (25-40 MM) BEDDING SAND COMPACTED SOIL SUBGRADE GEOTEXTILE AS REQUIRED INSTALLATION NOTE: CONTRACTOR IS RESPONSIBLE TO CONTACT ICPI (INTERLOCKING CONCRETE PAVER INSTITUTE - www.icpi.org)TO VERIFY THAT INSTALLATION METHOD IS CORRECT FOR INTENDED USE AND FOR PROJECT AREA WITH LATEST ICPI STANDARDS. N.T.S. D I PRECAST CONCRETE PAVER DETAILS 3 OTES: 1. FOR AN ADA COMPLIANT HIGH HEEL FRIENDLY SURFACE, AGGREGATE DNA. SHOULD BE 12" OR UNDER AND FILLED TO TOP EDGE OF TRUEGRID. 3/8" DIA AGGREGATE OPTIMAL. TRUEGRID SHALL SUPPORT VEHICLE LOAD CAPACITIES OFA MINIMUM OF 120,000 LBS. PER SQIFT A TRUEGRID STRENGTHENS WITH FILL MATERIAL B C 3 TRUEGRID IS SUFFICIENTLY RATED FOR H-20 / HS-20 LOADING AND GREATER. 4. GEOGRID MESH OR GEOFABR IC MAY BE REQUIRED BETWEEN SUB -GRADE 8 SUB -BASE FOR CERTAIN SOILS AAND SITE SPECIFIC REQUIREMENTS 5, INCREASESUE-BASE DEPTH FOR INCREASED STORM WATER DETENTION. 6. NO STAKING NECESSARY WITH TRUEGRID COMPACTED SUBGRADE —TRUEGRID PERMEABLE . PAVING SYSTEM a .4.1 - —TRUEGRID FILL/,I^ nB Ulll. ),9" OA- d ANY AGGREGA fEi IINI bH IU"Cr0 O"E ABOVE NOTES FOR ADA GMFLIANCE/HIGH HEEL FRIENDLY) 5 SUB -BASF 3/4"MINUS ANGULAR STONE (C EAN OR CLLASOR TYPE ROAD EAENTION 0SE- COMPACTED }{ c-1w - J 1 JIL—I —N if111 II I I II 11 n=11 I 111 n 1 11 11 u 1'. �T 7IH �.1- - - r= - r 1- - -II 11 'f Ih11�! I n 1 1 N=i = 1El _-il 1 1 1 = 1 = 11 = _ -I fr 71 lf=1T —II-11 I'—=11-11 1=e11 II_ 1 11 1 — JI 11 IL 'I,., l e r- -I l 11 =11�n-1��11 ! IL II III II I II 1 11 11 :Iltll 1=11`-11 11 1 r11' ri y'_I II II _ II 1 II II I-11 a —11 U 1. III - 11 -1_I -:E1 - - - 11 - H_- -1 L-1= -= L --= 11 - 11 ———-—I .0 1"1 „�-u,A1=11 Il,n 1 ��11F 1�'1I�.Ty1 1 11i Mr--- 1111 1 1 I I 11I u 1 1'Inn1 GRAVEL FILL HEAVY LOAD CV aE t+� CDT]. I.. EDECT TOP OF PAVING /2-k 1'-6° 2'-2° POURED IN PLACE CONC. CAP WITH SAND BLAST FINISH /4 CONT. 3/4 ' CEMENT PLASTER FINISH — TEXTURE & FINISH TO MATCH BUILDING. # 4 0 24" O.C. EXTEND 1 1/2" INTO CONC. CAP & HOOK 2" 8x8x16 CONC. BLOCK — GROUT ALL CELLS WITH STEEL SOLID \\ FINISHED GRADE NOTE: FOOTING SIZE AND REINFORCING FOR BIDDING PURPOSES ONLY. IF STRUCTURAL DESIGN IS REQUIRED, THAT SHALL BE PROVIDED BY A LICENSED STRUCTURAL ENGINEER 3/4" = 11-0II E ISEATWALL DETAIL �IFGRID BLOCK RPEFRPNI!`� VIEW PREASSEMBLED B DELMEP.ED IN :' X 4' SHEET RECONFIGURED AS NEF-DED NO EXTRA TOOLING OR ACCESSORIES REQUIRED B SEOGRID MESH OR GEOFABRIC OPTION LOCATION: SEE NOTE1l4 C bEGRID INSTALLATION TRUEGR. FILL NST. HEAVY LOAD D � w� TGCRV I NOTES: 1. TRUEGRID CAN BE BUTTED DIRECTLY UP TO ANY HARD SCARE MIEN TRANSITIONING FROM EXISTING OR NEW CONSTRUCTION 2. EDGING IS ONLY REQUIRED WITH TRUEGRID SYSTEM WHEN BUILDING UP TO EXISTING GRADE A A TRUEGRID INSTALL IS TYPICALLY EXCAVATED DOWN TO MATCH THE TRUEGRID SURFACE WITH EXISTING GRADE. ADDITIONAL EDGING IS NOT NECESSARY FOR FUNCTION THE TRUEGRID PAVER WILL CREATE ITS OWN EDGE AND THE SURROUNDING GROUND WILL ENCASE THE TRUEGRID PAVER AND BASE MATERIAL. ADDITIONAL EDGING IS ONLY FOR AESTHETI.. REASONS WHEN EXCAVATING BELOW EXISTING GRADE B C 3. NO STAKING NECESSARY WITH TRUEGRID: 4" 6 COMPACTED SUBGRADE —TRUEGRID PERMEABLE —TRUEGRID FILL 1 PAVING SYSTEM MATERIAL I.B• DEPTH SUB -BASE (2) #4 CONT. POURED CONC. FOOTING. -RECESSED FROM CONCRETE —CONCRETE OR ASPHALT 1 - I - 1 ——— — ———— -— — — — — ——II17 I - I I P 1111 1 I 11'1 I - - - - - - - -III 1 - 1 11111 ' 111 1 1 1 II 1 I- - 1.II 1 I - 11 1 1 1 1 - 1- 1 1 III I _III 11 111I 1 HI 1 — - H'1-I. ,11-111 1-1 1111_111 1 9119_. =1 TRANSITION ! EDGING DETAIL CLIENT/PROJECT N.T.S. 3/4" = 1 '-0' TRUEGRID BLOCK REFERENCE VIEW PREASSEMBLED & DELIVERED IN 4' X 4' SHEET. RECONFIGURED AS NEEDED. NO EXTRA TOOLING OR ACCESSORIES REQUIRED ^! e APPROVAL INWPMATION wow ‘:PIFF604.111EDI+01:4 " ,.., tastriP112Mmar VFW' ITMEGRID TRUEGRID GRAVEL F LL INSTALLATION TRANSIRDNIEDGINGDETAIL A B D SHEET TITLE LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com J_ F-- W 0 Z 0 U D U) Z 0 U w 0, LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN: CHECKED: TM PROJ. NO. 1611 DATE: 9/22/16 SCALE: PER DETAIL INIT. REVISIONS: ADD WATER CALLS, MATERIAL SPECS 10/3/16 DR CVWD PLAN CK. #1 CORRECTIONS 10/18/16 DR CVWD APPROVED SET 11/14/16 DR SHEET NO: L-2.00 F ITRUEGRID 'PRO PLUS' PAVERS I I 1 y N.T.S. C;ITRUEGRID 'PRO PLUS' PAVERS T REV B N.T.S. H ITRUEGRID 'PRO PLUS' PAVERS BULL "RIRIn•Lq 6 D TGGRVTRANS VILE N.T.S 1 N I IBRIDGE 4'X10' REDWOOD -HEAVY SANDBLAST FINISH //__ 3'X6' REDWOOD -HEAVY SANDBLAST FINISH sia I4" MAX. RD I) ;kyn, , G i 3/4" = 1 '-0" GATE HT. TO MATCH PERIMETER FENCE HT. 2" SQ. STEEL FRAME 1" SQ. STEEL PICKETS @ 4" 0.C. MAX. HEAVY DUTY STEEL HINGES TO BE PROVIDED BY GATE CONTRACTOR 6"x 6" STEEL POST W/STEEL CAP (2" TALLER THAN ADJACENT FENCE) CONC. FOOTING J ITUBE STEEL GATE DETAIL 2" SQ. STEEL POST @ 8'-0" 0.C. 1 1/2" SQ. STEEL RAIL 3/4" SQ. STEEL PICKET @ 4 1/2” 0.C. 'McNICOLS' MODEL #9: 16 GAUGE, 3/4' EXPANDED METAL GRATING, TACK —WELD TO BACK OF FENCE, PAINT TO MATCH FENCE OCCURS ON THE NORTH SIDE OF THE VEHICULAR GATE ONLY SEE PLAN FOR LOCATION. 1 1/2" STEEL RAIL WELD ALL CONNECTIONS & GRIND ALL WELDS SMOOTH. ,1'-0" SHOP PRIME & PAINT W/ 2 COATS OF RUST RESISTANT DIA PAINT TO MATCH BUILDINGS K I TUBE STEEL FENCE DETAIL 1/2" DIA. STEEL PIN SELF CLOSING HINGES 15 GA STEEL KICK PLATE & CAP TACK WELDED TO FRAME GATE WIDTH GATE CO 1 1/2" SQ. STEEL FRAME 3' I I de k 4' v1AX. TO BE BASED ON FIELD MEASURE BY TRACTOR AFTER POST INSTALLATION. I GATE WIDTHS TO BE BASED ON FIELD MEASURE BY GATE CONTRACTOR AFTER POST INSTALLATION. J( J� 4" MAX. I • • ▪ NOTE: STRUCTURAL DESIGN FOR GATES TO BE PROVIDED BY CALIFORNIA LICENSED STRUCTURAL ENGINEER WELD ALL CONNECTIONS & GRIND ALL WELDS SMOOTH. SHOP PRIME & PAINT W/ 2 COATS OF RUST RESISTANT PAINT TO MATCH BUILDINGS 4" MAX. / a 10" (DIA( 4 EXTERIOR GRADE LOCK SET. INSTALL @ 42' ABOVE FIN. GRADE PERIMETER FENCE — BOTH SIDES ANE BOLT W/ PROVISION FOR LOCK ON INTERIOR OF GATE 2" SQ. STEEL POST @ 8'-0" O.C. 1 1/2" SQ. 14 GAUGE TUBULAR STEEL RAIL 3/4" SQ. 16 GAUGE STEEL PICKET @ 4" O.C. I I 7 d FENCE COLOR — MATCH ARCHITECTURAL METAL ELEMENTS. ENAMEL TO BE APPROVED BY OWNER PRIOR TO PAINTING. WELD ALL CONNECTIONS & GRIND ALL WELDS SMOOTH. SHOP PRIME & PAINT W/ 2 COATS OF RUST RESISTANT PAINT TO MATCH BUILDINGS 1 1 /2" SQ. 14 GAUGE TUBULAR STEEL RAIL CONCRETE CURB TO OCCUR AT ALL SECTIONS OF FENCE . CURB TO BE 12' WIDE x 6" THICK. COLOR AND FINISH TO MATCH ADJACENT HARDSCAPE. 3/4"= 1'-0" L ITUBE STEEL FENCE AT CONCRETE CURB DETAIL ADJACENT FENCE / WALL 3/4" SQ. STEEL PICKETS @ 4" 0.C. EXTERIOR GRADE LOCK SET W/ LEVER HANDLE MOUNT @ 42" ABOVE GRADE EXTERIOR GRADE PANIC BAR LOCKSET. MOUNT ON INSIDE OF GATE AT 42" ABOVE GRADE. 'McNICOLS' MODEL #9: 16 GAUGE, 3/4' EXPANDED METAL GRATING, TACK —WELD TO BACK OF FENCE, PAINT TO MATCH FENCE AS INDICATED TO PREVENT PEOPLE FROM REACHING THROUGH TO OPEN FROM INSIDE HAND' F WELD ALL CONNECTIONS & GRIND ALL WELDS SMOOTH. SHOP PRIME & PAINT W/ 2 COATS OFF RUST RESISTANT PAINT TO MATCH BUILDINGS SECTION CAP OVER KICK PLATE WELDED STEEL PICKETS KICK PLATE 1--1/2” SQ STEEL FRAME N.T.S. N 3/4" = 1 '-0" 3/4" = 1 '-0' LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com • SHEET TITLE U w • LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET LJ BOOK ■ PROJECT MANAGER: TM DRAWN: CHECKED: PROJ. NO. DATE: SCALE: REVISIONS: ADD WATER CALCS, MATERIAL SPECS 10/3/16 DR • CVWD PLAN CK. #1 CORRECTIONS 10/18/16 DR - CVWD APPROVED SET 11/14/16 DR SHEET NO: TM 1611 9/22/16 PER DETAIL INIT. L-2.01 MITUBE STEEL PEDESTRIAN GATE 3/4" = 1 '-0" po igon Square SQR Design Intent: Simple square hipped structure to enable maximum picnic table capacity underneath. ' Standard With This Shelter: Steel columns and frame members coated with super - durable Poll-5000 powder coat finish. Primary Roof Options: • Tongue and -Groove • Structural Insulated Panels • Multi -Rib • Mega -Rib • Standing Seam* Poligon Holland, MI Tel 616.399.1963 Email info©poligon .coM Secondary Roofing Options: • Multi -Rib • Standing Seam • Mega -Rib • Asphalt or Cedar Shingles S helter Modifications: S helter can be modified by adding a cupola, railing, integrated seating, ornamentation**, gutters, lightning protection, electrical cut-outs, low reveal clerestory, windscreens, walls, an increase in clearance height, or by selecting a different column design from our offering. *Standing seam only requires a custom frame. *'The addition of ornamentation increases the building height by 10". BIN Size SQR 12 SOB 16 SQR 20 SQR 24 SQR 30 SQR 36 SQR 40 SQR 50 Standard Sizes # of Columns 10-7 3/4" 4 11'-61/4" 4 13'-1/4" 4 13'-81/2" 4 15-41/4" 4 17-31/4" 4 17-11" 8 20' 5" 8 Height* Square Feet 144 256 400 576 900 1,296 1,600 2,500 Shelter sizes can be increased by 1' increments. *Height dimension is approximate and for reference only. 2013 Portercorp www.poligon.com N IPOLIGON SQUARE SHADE STRUCTURE KEYED GATE LOCK WITH INTERIOR PANIC BAR. 3'x3" SQ STEEL POST WITH CONCRETE FOOTING. BY STR ENG./ CONTR. CORRUGATED STEEL PANEL WELDED CENTERED AT FRAME. 2'x2' SQUARE STEEL N FRAME. SELF CLOSING GATE HINGES BY CONTRACTOR. STEEL KICK PLATE. WELD TO FRAME STUCCO TO MATCH ARCHITECTURE. GATE PIN LOCK. CORE DRILL CONCRETE BY CONTRACTOR 1 7' /\ FOOTING OPTION "A" A „H., HEIGHT FROM TOP OF FOOTING 12" 10" FOOTING OPTION "B" ##4 HORIZONTAL REBAR (USE BOND SEAM BLOCK) 6" OR 8" BLOCK #4 HORIZONTAL AT 32" MAX. O.C. (USE BOND BEAM BLOCK) SF ETABLE "A" FOR REBAR SIZE AND SPACING (LOCATE RESAP. IN CENTER OF CELL) REVERSE=III�III DIRECTION OF HOOK ON EVERY OTHER REBAR (FOOTING WIDTH) SE TABLE 'A' TABLE "A" 3' 4' 6' 17" 20" 23" 29" VERTICAL REINFORCEMENT #4 @ 48" O.C. #4 @ 48" O.C. #4 @ 48" O.G. #4 @ 24" O.C. SEE TABLE "B" FOR REBAR SIZE AND SPACING LOCATE FEEAF IN CENTER OF CELL) FINISH GRADE (.1) -#4 REBAR CONTINUOUS (2) -#4 REBAR CONTINUOUS ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. rvir FOOTING NOTES: i) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF MORE THAN 6" ON OPPOSING SIDES OF' THE WALL. THIS IS NOT A RETAINING WALL. 2) FENCE HEIGHTS ARE REGULATED CONSULT ZONING REGULATIONS BEFORE BEGINNING CONSTRUCTION. 3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE OBSTRUCTED. 4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED. 5) ALL REBAR To BE ASTM SPEC. AS15, GRADE 40 MINIMUM. 6) ALL REBAR LAP SPLICES To BE 24" MINIMUM. 7) ALL MASONRY UNITS TO BE ASTM 0•9O GRADE N. 8) REBAR TO BE CENTERED IN MASONRY CELLS. `SEE PAGE 2 FOR ADDITIONAL INFORMATION` DISCLAIMER: ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE AGAINST FAILURE OR DEFECTS. (760) 776-6420 FAX (76D) 7766092 „W (FOOTING WIDTH) SEE TABLE 'B' II Hi) HEIGHT FROM TOP OF FOOTING 10" 12" TABLE "B" VERTICAL W>. REINFORCEMENT 19" #4@48"O.C. 22" #4@48"O.C. 29" #4 @ 48" O.C. 34" #4 @ 24" 0.0. CHECK WITH THE BUILDING DEPARTMENT TO VERIFY IF A BUILDING PERMIT IS REQUIRED. WHEN A PERMIT IS REQUIRED, THE FOLLOWING INSPECTIONS ARE REQUIRED: 1) FOOTING; EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. 2) REBAR/PRBGROUT: BOND BEAM REBAR AND VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO PLACING GROUT. a) FINAL; AFTER GROUT IS PLACED • PRIOR TO ANY DECORATIVE CAP PLACEMENT. WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM CITY OF PALM DESERT BUILDING DEPARTMENT FREESTANDING BLOCK WALL 73-51 0 FRED WARING DR. PALM DESERT. CA 92260 1 1/ I3/2014 I RCLMNGDNw?L FNL-PD.VSn I PAGE I OF 2 N.T.S. O I CITY OF PALM DESERT GARDEN WALL STANDARDS LO \ WELD ALL CONNECTIONS & GRIND ALL WELDS SMOOTH. ALL TUBULAR STEEL TO BE FINISHED W/ ONE COAT OF DUNN EDWARDS CORROBAR 43-5 PRIMER AND APPLY PAINT TO MATCH ARCHITECTURAL METAL ELEMENTS. REBAR PLACEMENT ILLUSTRATION —► (TYPICAL) ALL REBAR SPLICES 24" MIN. OVERLAP FOOTING OPTION A DESIGN PARAMETERS: ACTIVE SOIL PRESSURE (PSF) = 30 PASSIVE SOIL BEARING (PSF) = 150 COEFFICIENT OF FRICTION = 0.25 ALLOWABLE SOIL BEARING (PSF) =1500 WIND = 80 MPH, EXPOSURE C SEISMIC: NA= 1 .3, Nv= 1.6, Z=O.4, SOIL PROFILE=SD FINISH GRADE CONC. SHELL - 2.500 PSI GUNITE REINFORCING - 1X1 CHICKEN WIRE W/#2 BAR CONT. WATERPROOF LINER - 20 MIL PVC. COMPACTED NATIVE SOIL PER SOILS ENGINEERS RECOMENDATIONS. SOLID GROUT ALL VOIDS. NOTE: DESIGN SHALL BE PROVIDED BY POND CONTRACTOR. WATER SHALL BE RE —CIRCULATED AND FILTERED. PROVIDE AUTOMATIC FILL LINE W/MANUAL SHUT OFF. TOP (760) 776.6420 FAX (760) 7766392 BOULDER SEE PLAN WL V` ‘`//� \\, /' FOOTING OPTION B (TYPICAL) ONLY CELLS AND BOND BEAM COURSES WITH REBAR TO BE GROUTED (DO NOT SOLID GROUT ENTIRE WALL - USE GROUT STOP MESH AS APPROPRIATE) (TYPICAL) ALL REBAR SHALL HAVE A MINIMUM OF 3" CONCRETE COVER AT FOOTINGS WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM CITY OF PALM DESERT BUILDING DEPARTMENT FREESTANDING BLOCK WALL 73-510 FRED WARING DR, PALM DESERT. CA 92260 1/ 1 a/2o 14 I ROLM1A46DNwAu FNL-PD-vsn I PAGE 2 OF 2 FINISH GRADE PEBBLES 1"-6'' 1:1 3:1 MAX Qt9 N.T.S. SHEET TIRE LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com V) J_ W 0 Z 0 F- U Lr Z 0 U U 0_ LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET LJ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. 1611 DATE: 9/22/16 TM DR TM SCALE: PER DETAIL INIT. REVISIONS: ADD WATER CALCS, MATERIAL SPECS 10/3/16 DR CVWD PLAN CK. #1 CORRECTIONS 10/18/16 DR CVWD APPROVED SET 11/14/16 DR SHEET NO: L-2.02 P I TRASH ENCLOSURE GATES 3/4" = 1'-O" QIPoND SFCTION N.T.S. remnvahle bollards — lite 10" C.); I 36" -Y L QR-4B-R HIGH PRESSURE SODIUM FIXTURE 150 watt Longitudinal Distance in Feet lapprox.) i 12" t{ J -r— �J L QR-8B-R LI QR-9B-R crete 11 /2" (0) I IUjhted bollards QR-1ALB r QS-1BLB QR-1BLB 42' QS-2ALB Footcandle(s) A BC 0 E F I 10 5 2 1 0.5 0.2 2.8 8.0 10.9 13.0 16.0 20.0 LONGITUDINAL DISTANCE (FEET) 3' 6' 9' 12' 19 QR-13B-R QS-1ALB 2'_0" I 46" X CIS-2BLB 1/2"DIA. x 4 1/2"L. y STD. BOLT - 3'-0' MOUNDING IIEIGIIf T`PICAL 1 7 0' 3' e 9 LONGrn7DINAL DISTANCE IFEE71 FOOTING '„L LioH TIXTLRY _153 H.P.S. F.YTURE W/ °DAD TAB BODY PACKET LIGHTED BOLLARD ELECTRICAL DETAIL 12 15' R IREMOVABLE CONCRETE BOLLARD BOLLARD 1/2"DIA. x 4 1/2"L L_ ANCHOR BOLTS 2"DIA. x 5"DEEP GROUT POCKETS FELLED W/NON— SHRINK GROUT BY OTHERS J FOOTING BY OTHERS ANCHOR BOLT custom hnllards With fully staffed design and mold making facilities, Quick Crete is able to create custom bollards and lighted bollards to your specifications or modify existing models for a unique and original look. For cost estimates, feasibility analysis, and production time, fax a sketch of your custom requirements with dimensions and quantities and we'll respond within 48 hours. custom fax quote line 951/737-7032 cast Togo options ADA Only certain bollards meet ADA height requirement. Please inquire. ADA VAN ACCESSIBLE VAN. ACCESSIBLE walkway light Our wa kway light can be cast in most of our Bollards This fixture houses a 25-watt incandescent lamp and is made from cast aluminum. WALKWAY LIGHT ELECTRICAL DETAIL installation details CONCRETE OR COMPACTED SOIL BY OTHERS BOLLARD DIRECT BURIAL 7 FIRE LANE NO. PARKING FIRE LANE STO. COCK CRETE WALKWAY LIGHT 1/2"DIA sit. BOLT DOLLAR: FOOTING L - i'ft�-�-L - - 1 III_ ____ i-LT I I -I 1- SIG =Ili- Tj, III- BOLLARD P (2PES 73/PV 4"C I 6"DEEP NDCKOUT GROUT ,} POCKET REMOVABLE BOLLARD N.T.S. • N.T.S. SHEET TITLE LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com CONSTRUC LANDSCAPE ARCHITECT: PALM DESERT, CA SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN: DR CHECKED: TM PROJ. NO. 1611 DATE: 9/22/16 SCALE: PER DETAIL INIT. REVISIONS: ADD WATER CALCS, MATERIAL SPECS 10/3/16 DR CVWD PLAN CK. #1 CORRECTIONS 10/18/16 DR CVWD APPROVED SET 11/14/16 DR SHEET NO: L-2.03 • 11 P ITRASH ENCLOSURE GATES rj/4" = 11-9" QIPoND $FCTION N.T.S. 3 v A13 0 W 1" 13.06 EXISTING SEWER ( A14 1" 8.00 4c 114" 4 4 4 4 4 a 4 44 4 c 4 2 WATER METER LOCATION NEW 4' METER FOR IRRIGATION WITH 1" RP BACKFLOW INSTALLED BY CVWD u 40 ASPHALT SURFACE PER CIVIL ENGINEER 8 a I° LANS— 0 yZ>x"X '), A \X .1 -'` .. S (-1 �i^:r,Ta SYIY—C. E - -T c��9i agcaaa L KEY MAP: WATER METER LOCATION I I L; 6' HIGH WALL tt I we 4 I p �i 24"WIDE x6"T CONCRETE BA BOLLARDS IN STEEL SLEEVES PAVERS . O„ SEATWALL 24' VVIDE FIRE LANE: CI.G. WITH GRAVEL PAVE OVER COMPACTED SUBGRADE SEATWALL pia [I Li v DECOMPOSED GRANITE DOG POTTY AREA CVWD NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR CHANGE 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 EASEMENT 4 A • r. GRAPHIC SCALE 4 30' ASPHALT SURFACE PER CIVIL ENGINEER a nr CVWD LA rz 4 LJJ LLJ \IDSCAPE APPROVAL Daietiqjiu These plans have been reviewed by the Coachella Valley Water District in accordance witi California Governernnt Code, Section 65591 et seq. requirina eficien 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 Rights -of -Way. Trees, plans, walls, and permanent structures of any kind may not be planted or installed in CVWD and USER easements or right-of-way without first obtainino an encroachment permit from CVWD. SHEET TITLE LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL rga@rga-pd.com 0 12 LLJ LIJ 47(1 CL co LANDSCAPE ARCHITECT: SHEET SPECIFICATIONS BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE: SCALE: REVISIONS: ADD WATER CALCS, CVWD PLAN CK. If 1 CORRECTIONS 10/18/16 CVWD APPROVED SET 11/14/16 TM JS TM 1611 9/22/16 SHEET NO: DR DR DR 44" _Y Tr- Z J U [M- It x6' HIGF CHAIP11-1NK ENCE -ENrg AT THIS POINT 6' HIGH CHAINLINK FENCE 6' HIGH TUBE STL. FENCE 24" WIDE x 6' THICK CONCRETE BAND UBE STL. GATES AN WATER METER LOCATION i KEY :MAP: x S DOG RUN #1 S m 6' HIGHCHAINLINK FENCE CHAINLINK GATES x a 4 24' WIDE FIRE LANE: D.G. WITH GRAVEL PAVE OVER COMPACTED SUBGRADE CONCRETE STOOP. 4a a d 4 d a a a a d 4 a CONCRETE PATId4 4 4 A2 1" 18.49 • DOG RUN #2 AW 7 / \16 x 16// S�[-1ApE DG S /BA LA NC BEAMS • 3 U z w H1�II�LQQk G ' TES N\ 7I \16 X16/ I St-k\pE EQUIP: • 1AV11N,� LAWISI,- DG 6' HIGH WALL IRRIGATION NOTES: M A5 N I 71 I\\le, x 16// I M46,pti 1" 9.51 / \ I / \ I \\I DG A4 1" 9.55 1. THESE PLANS ARE DIAGRAMATIC 2. MAINLINE AND VALVES ARE SHOWN IN HARDSCAPE OR OFF SITE FOR CLARITY ONLY. 7 \ / I \l 6 x 16/ / I • �4, IRRIGATION_SCHEDULE Al 1" 113.7 `'1%--1Y4" NEW V A6 1" 16.0 SYMBOL SYMBOL m V ■ ■ 0.5 0 •0 MANUFACTURER/MODEL HUNTER MP1000 PROS-04-PRS40-CV HUNTER MP1000 PROS-04-PRS40-CV HUNTER MP1000 PROS-04-PRS40-CV HUNTER MP2000 PROS-04-PRS40-CV HUNTER MP2000 PROS-04-PRS40-CV HUNTER MP800SR PROS-04-PRS40-CV HUNTER MP800SR PROS-04-PRS40-CV HUNTER PROS-00-PCN ARC PSI GPM RADIUS DETAIL 210-270 40 14' 90-210 40 14' 360 40 0.75 14' 210-270 40 19' 90-210 40 19' 360 40 0.78 10' ADJ 40 10' 360 30 0.50 1' MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER ICZ-101-25 / HUNTER ICZ-101-LF DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. TORO T-FCH-H-FIPT FLUSH VALVE, PLUMBED TO FLUSH MANIFOLD AT LOW P OINT. HUNTER HE-T 1.0 GPH 10/32 THREADED POINT SOURCE DRIP EMITTER. COLOR CODED EMITTERS FOR FLOW RATES OF 0.5, 1.0, 2.0, 4.0, AND 6.0 GPH. PRESSURE COMPENSATING FROM 15-50 P SI. OPTIONAL DIFFUSER CAP (HE) AVAILABLE FOR HIGHER FLOWS AND CLOG PROTECTION. SYMBOL MANUFACTURER/MODEL/DESCRIPTION r I (BF) M HUNTER ICV-G 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL U SE. HUNTER HQ-33DLRC Q UICK COUPLER VALVE, YELLOW LOCKING RUBBER COVER, RED BRASS AND STAINLESS STEEL, WITH 3/4" N PT INLET, 2-PIECE BODY. MATCO-NORCA 759 BRASS SHUT OFF BALL VALVE, 1/2" TO 4". TWO PIECE BODY, BLOW-OUT PROOF STEM, CHROME PLATED SOLID BRASS BALL, THREADED, WITH PTFE SEATS. SAME SIZE AS MAINLINE PIPE. BUCKNER-SUPERIOR 3000 1-1/2" N ORMALLY CLOSED BRASS MASTER VALVE THAT P ROVIDES DIRTY WATER PROTECTION AND 3-WAY S OLENOID DESIGN. AVAILABLE IN 1", 1-1/4", 1-1/2", 2", 2-1/2" AND 3" SIZES. FEBCO 825Y 1" installed by CVWD REDUCED PRESSURE BACKFLOW PREVENTER HUNTER WSS WIRELESS SOLAR, RAIN FREEZE SENSOR WITH O UTDOOR INTERFACE, CONNECTS TO HUNTER PCC, P RO-C, AND I -CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. HUNTER HFS-150 FLOW SENSOR FOR USE WITH ACC CONTROLLER, 1-1/2" S CHEDULE 40 SENSOR BODY, 24 VAC, 2 AMP. WATER METER 3/4" installed by CVWD IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED O N THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC SCHEDULE 40 AND CLASS 315 PVC SCHEDULE 40 TO 1-1/2", PVC CLASS 315 SDR 13.5 FOR PIPES 2" AND LARGER. P IPE SLEEVE: PVC SCHEDULE 40 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE S LEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH S LEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve Callout Valve Number Valve Flow Valve Size CVWD NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR CHANGE 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 EASEMENT SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' 10' 5' 0 CVWD LANDSCAPE APPROVAL DETAIL These plans have been reviewed by the Coachella Valley Water District in accordance with California Gove nemnt Code, Section 65591 et seq. requiring efficien 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 10 encroach into district and USBR Rights -of -Way. Trees, plans, wails, 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. Date L43391 CVWD Pion Y, SHEET TITLE LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com F U w O LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET LJ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE: SCALE: REVISIONS: ADD WATER CALCS, MATERIAL SPECS 10/3/16 DR CVWD PLAN CK. I/ 1 CORRECTIONS 10/18/16 DR CVWD APPROVED SET 11/14/16 DR TM JS TM 1611 9/22/16 1 "=10'-0" SHEET NO: L-3.01 INIT. J Season I Spring ISummer I Fall -Winter (TOTAL Water Use Calculations Barkingham Palace Revised Zone No Total Tree and Shrub Square footage Total Lawn Square footage Total Annual Color Square footage Total Water feature Square footage Recreational Turf Square footage Number of plants by water use Very Low r 0 Low I 331 Mod I 256 High I 0 Total 587 Conventional Landscape Recreational Turf Zone No. 5 5 F 1 1 1 Site Information 5 1 14507 1 0 1 0 1 800 1 5883 1 %of Total Landscape 0.000 0.564 0.436 0.000 1.00 Maximum Applied Water Allowance Eto Water Adj Factor Total Sq Ft. Square Footage 0.00 8180.27 6326.73 0.00 Conversion Factors 0.62 748 93.90 0.45 15307 0.62 748 93.90 0.82 5883 0.62 748 TOTAL MAWA Drip I Bubbler I Micro Spray Season Zonal Eto Rant Spring ISummer I Fall -Winter I TOTAL Value Factor 20.64 0.20 57.29 0.20 15.97 0.20 P lant/Irrigation System Type: Drip / Bubbler / Micro Spray Season Zonal Eto Rant I Spring ISummer I Fall -Winter (TOTAL Value Factor 20.64 0.50 57.29 0.50 15.97 0.50 P lant/Irrigation System Type: Turf Rotors Zonal Eto Value 20.64 57.29 15.97 Rant Factor 0.70 0.70 0.70 P lant/Irrigation System Type: Invalid Irrigation Efficiency Season Zonal Eto Rant 'Spring ISummer IFaII-Winter (TOTAL Value Factor 20.64 1.20 57.29 I 1.20 15.97 I 1.20 Estimated Water Use 5 Area sq. ft. 8180.27 8180.271 8180.27 0.9 ' 8180.27 Conversion Factors 0.62 748 0.62 748 0.62 748 0.62 748 Irri. Eff. 0.9 0.9 0.9 MAWA 536.12 375.46 911.58 2 Low Estimated Water Use 31.10 86.32 24.06 141.49 Zone Irr. Eff. Area Seasonal Plant Factor: 5 0.9 ' 6326.73 3 Mod Conversion Factors Estimated Area sq. ft. 6326.73 6326.73 6326.73 Zone 5 Area sq. ft. 5883.00 5883.00 5883.00 Zone 5 Area sq. ft. 800.00 800.00 800.00 0.62 748 0.62 748 0.62 748 0.62 748 Irri. Eff. 0.9 0.9 0.9 Water Use 60.13 166.91 46.53 273.57 Irr. Eff. Area Seasonal Plant Factor: 0.8 ▪ 5883.00 5 Combined 0.62 0.62 0.62 0.62 Conversion Factors 748 748 748 748 Irr. Eff. 1.1 Conversion Factors 0.62 748 0.62 748 0.62 748 0.62 748 Estimated Total Water Use Irri. Eff. 0.8 0.81 0.81 1 Estimated Water Use 88.071 244.441 68.141 400.651 Area Seasonal Plant Factor: 800.00 7 Moving Estimated Irri. Eff. Water Use 14.931 41.441 11.551 67.931 883.62 (Title: Company: ICity: Water Efficient Landscape Worksheet Barkingham Palace Revised APPLICANT INFORMATION Name of Project Applicant: Jim Shrope Designer RGA Landscape Architects Palm Desert (Telephone No: (Fax No: (Email Address: Street Address: (State: 760-568-3624 760-773-5615 JShrope@rga-pd.com 73061 El Paseo, Ste. 210 CA (Zip Code: SECTION A. HYDROZONE INFORMATION TABLE Irrigation Poirt of Connection (P.O.C.) No. Controller No. A A A A A A A A A A A A Valve Circuit No. 1 2 4 5 6 7 8 9 10 11 12 13 Plant Type(s) CST CST CST CST LW/MW LW/MW LW/MW LW/MW LW/MW LW/MW LW/MW LW/MW Irrigation Method R R R R B B B B B B D D Total: IRRIGATION NOTES: Area (Sq. Ft.) 2872 1300 1232 1232 1600 900 1000 400 800 1200 4327 4327 21190 92260 %of Landscape Area 13.55% 6.13% 0.00% 5.81 % 5.81 % 7.55% 4.25% 4.72% 1.89% 3.78% 5.66% 20.42% 20.42% 100.00% 1. THESE PLANS ARE DIAGRAMATIC 2. MAINLINE AND VALVES ARE SHOWN IN HARDSCAPE OR OFF SITE FOR CLARITY ONLY. CVWD NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR CHANGE 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 EASEMENT SHEET TITLE LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com co LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET LJ BOOK ■ PROJECT MANAGER: TM DRAWN: JS CHECKED: TM PROJ. NO. 1611 DATE: 9/22/16 SCA LE: 1 "=10'-0" INIT. REVISIONS: ADD WATER CALLS, MATERIAL SPECS 10/3/16 CVWD PLAN CK. Il l CORRECTIONS 10/18/16 VWD APPROVED SET 11/14/16 CVWD LANDSCAPE APPROVAL - - These plans have been reviewed by the Coachella Valley Water A District in accordance with California Gove nemnt 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 Rights -of -Way. Trees, plans. wails, and permanent structures of any kind may not be planted or installed in CVWD and USER easements or riaht-of-way without first obtaining an encroachment permit from CVWD. L43391 CVWD °Ian # .....-- SHEET NO: L-3.01 DR DR DR • • BRASS APPLE (TYP.) 4 PLACES GATE VALVE REDUCED PRESSURE BACKFLOW PFEVE1TST GATE VALVE TEST COCK (TWJ 4 PLACES STRANER 440 LEW MOREL PFEESUFE GAUGE TAP ELL (0-200 PSI) 2 PLACES PLASTIC FACE) ELBOW (BRASS) BRASS PPPLE FELEF PORT FNLSH GRADE BRASS ELBOW ROW PFESSJFE SUPPLY NOTELIE MAKE t EQ Fk 1T TO BE N3TALLED AT A I NMUM OF 12' FROM WALLS, a ETC. 2 ALL ABOVE GROUND ASSIBELY SHALL RECEIVE GEM COAT EPDXY PRMER AND OPE(1) COAT EPDXY PANT AS SELECTED BY ARCHITECT. DO NOT PANT LEVERS, TAGS, AND MOVNG PARTS. a WHEN UM' IS NEXT TO BIJLDNG, WALL, ETC, TEST COCKS AFE TO BE ON OUTSCE BACKFLOW PREVENTER NO SCALE AcVu9L.cc( Fir9H GRADE J L UNON PFUFE SUPPLY LIE -DISCHARGE PVC SCR 40 MALE ADAPTOR BRASS ELBOW R-IR1-01 APPLED ENG (OR EQUAL) ROUND RAMC BOX + COVER. COLOR TO MATCH BURROUNDNG SOL UBE LAVENDER BOX FOR FECLALED WATER APFUCATLON. ()QUICK COUPLER VALVE NO SCALE 0 0 0 0 0 0 0 0 D C C C C C 0 U O • O a 0 0 0 0 — FLUSHING END CAP — MAX WIDTH 12' 0 0 0 0 0 0 O O a 0 0 0 O 0 O O 0 0 0 0 O C C C O C 0 C 0 0 0 0 0 0 0 0 0 0 0 0 )2,A(6U)( 0 R—I R 1-06 Y FILTER -RCV VALVE O (>0O O 0 MAIN LATERAL LINE — PRESSURE REGULATOR VARIES SEE PLANTING SPACING ON PLANTING LEGEND EMITTER PIPE SIZING CHART 1/2" PIPE 3/4" PIPE 1" PIPE 1-1/4" PIPE 0 TO 180 GPH 181 TO 360 GPH 361 TO 840 GPH 841 TO 1440 GPH INSTALL ONE EMITTER PER PLANT (UNLESS OTHERWISE NOTED) AT UP HILL SIDE OF EACH PLANT. 2. DUE TO THE HIGH QUANTITIES OF EMITTERS, ALL EMITTERS ARE NOT SHOWN ON PLAN. IT SHALL BE THE IRRIGATION CONTRACTORS RESPONSIBILITY TO CONSULT WITH LANDSCAPE ARCHITECT TO OBTAIN THE ACTUAL NUMBER OF PLANTS FOR THE PROJECT. 3. IT SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO ACCURATELY PIPE SIZE ALL EMITTER PIPE SIZE CHART SHOWN ON PLANS. BOX TO BE PLACED AT RICET ANGLES TO HARDSCAPE EDGE VALVE SEOUBJCE TO BE PANTED ON EACH BOX CONNECT WFES BY SOLDEFi'1O TOGETHER + WATERPROOFNG USE AN UL APPROVED UNDERGROUND WIFE BPLICE KIT FLASH GRADE LAWN AREAS RASH GRADE SHRUB AREAS APPLED ENG(OR EQUAL/12x18' PLASTIC BOX + COVER W/ LOCK TOP MARKED FROATION CONTROL VALVE. CCLCR TO MATCH SURROUrDNG SOL USE LAVENDER BOX FOR RECLALED WATER APPIJCATION CURL TYPE EXPAN- aCH LOORIAILL241) NON PRESSUFE UNE RTTNG PVC LICE PPE SOLENOID ROW ADJUSTMENT PEA GRAVEL 0601. 3 at FT) PVC SCH. 40 MALE PFESSUFE SUPPLY LIE FTT ING (SEE SPECFRCAT ON) PVC LIE PIPE MUCH 80 COMMON WFE -CONTROL WFE NOTB INSTALL CONTROL VALVES MNMUM OF 3FT. APART IN SHRUB AREAS UNLESS OTHERWISE NOTED 0 AUTOMATIC VALVE NO SCALE on • LEGEND a 1. HUNTER POINT SOURCE EMITTERS HE-T 2. HUNTER RR-12-T RIGID RISER WITH 1/2' THREADED BASE a MULCH BED 4. FINISH GRADE. 5. PVC RTIING (8 x 8 x 1/2' RPT). 6. PVC PIPE (DEPTH PER SPECIFICATIONS). EMITTER NO SCALE DETAIL —FILE NOTE: PROVIDE A 18' SETBACK ON CUFF AND SIDEWALK (WFE E APPIJCABLE), PDT CVWD. A WRAY FEAD 1/2' STREET ELLS 1/2' SCHED 80 APPLE (LENGTH AS REQUIRED) 1/2' STREET ELL PVC TEE PVC LATERAL LIE R—IR 1-04 APPLJED ENG.(OR EOUAL)12'x18' PLASTIC BOX + COVER W/ LOCK TOP MARKED IRRIGATION CONTROL VALVE COLOR TO MATCH SURROUNDING SOIL USE LAVENDER BOX FOR RECLAIMED WATER APPLJCATION. /J 76- DRIP VALVE J NO SCALE PVC MAINUNE KEYNOTES 1. HARDSCAPE (TYP)/FINISH GRADE 2. CLEAN NATIVE BACKFILL - COMPACTION PER SOILS REPORT 3. SAND (TYP) 4. NON -PRESSURE LATERAL LINE SLEEVE (SIZE PER CHART)/NON PRESSURE LATERAL 5. PRESSURE MAINLINE SLEEVE (SIZE PER IRRIGATION LEGEND)/PRESSURE MAINLINE 6. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE. ALL SLEEVES TO BE SCH 40 PVC. EXTEND SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON BOTH ENDS. RECLAIMED WATER SLEEVES TO BE MINIMUM 42"-48" DEEP ( OR PER WATER DISTRICT STANDARDS WHERE APPLICABLE). 24" Min, Or Per Specs SLEEVING SECTION SLEEVING/TRENCHING NO SCALE Trenching 1 3" 12' 12" -4-2" TRENCHING SECTION VALVE SEQUENCE TO BE HEAT BRANDED ON LID OF EACH BOX FINISH GRADE USE CHRSTY'S TAGS OR EQUAL EQUIVALENT TO INDICATE VALVE SEQUENCE ON VALVE CONTROL ZONE KIT: RAIN BIRD XCZ-100-B-COM (INCLUDES BALL VALVE, 100PESB VALVE, OKCHK100 BASKET FILTER AND PSI-M40X-100 \ PRESSURE REGULATOR.) R—IR1-16 PEA GRAVEL R-IR1-12 NOTE NSTALL AT LOWEST PONT AND/OR AT END OF LATERAL PPNG AS PEED. RNS-1GRADE PVC LATERAL LLNE SEE PLAN FOR SE AP. CetH RUSFNG END VALVE RI BOX WITH U2' PEA GRAVEL O APPLED BIG (OR EQUAL) ROUND PLASTIC BOX + COVER COLOR TO MATCH SURROUNDING SOL RAN N D.G. AND GREEN N LAWN) USE LAVENDER BOX FOR FECLAIC WATER APPLICATION. 1a' COVER MARKED FRIGATiON ALL VALVE NO SCALE END SELF FLUSHING VALVE NO SCALE IRRIGATION HEAD TYP. (SEE IRRIGATION LEGEND FOR SPECS) SEE DETAIL (THIS SHEET) FOR BUBBLER OR XERI-BUBBLER DETAIL PLACE IRRIGATION HEAD AT EDGE OF PLANT PIT. TYPICAL TREE/PALM DRIP JNO SCALE 30-INCH LINEAR LENGTH WIRE, COILED WATERPROOF CONNECTION ID TAG VALVE BDX WITH COVER FINISH GRADE/TOP OF MULCH CONTROL VALVE: SUPERIOR 3000 SERIES VALVE PVC SCH 80 NIPPLE (CLOSE) PVC SCH 40 ELL PVC SCH 80 NIPPLE (AS REOD LENGTH) BRICK (1 OF 4) PVC MAINLINE PIPE SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL PVC SCH 40 TEE OR ELL PVC SCH 40 .MALE ADAPTER PVC LATERAL PIPE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL DATE' 25-03-2013 DRWN BY' AES I CHKD BY' DS IAPPVD BY' SC SCALES N,T.S 1 I PART NO. REV I 3000 SERIES A TITLE INSTALLATION, FORWARD, 3000 • • • • : No • • • • RASH GRADE LAWN AREAS RASH GRADE SWIM AREA PRESSURE SUPPLY LIE (SE SPEC) PEA GRAVEL 0.1112 CU. FT.) BALL VALVE USE T.OE PER.E • ..- ..;: ► 8.46 • •e • APPLE) ENG (OR EQUAL) ROUND PLASTIC BOX + COVER COLOR TO MATCH SURROUNDNG SOL USE LAVENDER BOX FOR FECLALED WA1Hi AR'LICATION. TREE, PALM TRUNK ROOT BALL FINISH GRADE PLACE IRRIGATION HEAD ADJACENT TO ROOT BALL R-IR1-13 R—IR1-15 GENERAL INSTALLATION NOTES • R-IR 1-05 HYBF;D CONTROLLER PEDESTAL MOUNT RISH OAADE� SPRINKLER IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WLL BE DETERMINED AT TIME OF INSTALLATION. MAINLINE AND LATERALS SHALL BE PLACED IN SAME TRENCH WHEN POSSIBLE EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTED AREAS. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS. ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAVNNG SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WTH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. BACKFLOW PROTECTION UNIT(S) SHALL BE INSTALLED IN ACCORDANCE WTH LOCAL CODES. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WORKMANSHIP DURING INSTALLATION. ALL MAINLINE PIPING SHALL HAVE A MINIMUM OF 18" COVER (24" UNDER ROADS AND STREETS AND 24" IF RUBBER RING SEALED PIPE). ALL LATERAL PIPING SHALL BE TRENCHED A MINIMUM OF 12" DEEP ALL CONTROL WIRE GOING UNDER DRIVEWAYS AND STEETS SHALL BE SLEEVED IN A PVC PIPE. LATERAL PIPING GOING UNDER DRIVEWAYS AND STREETS SHALL BE SCHEDULE 40 PVC. ALL VALVE CONTROL WIRE SHALL BE INSTALLED IN SAME TRENCH WITH MAINLINE WHEREEVER POSSIBLE AND SHALL BE SOLID COPPER, AWG #14, TYPE UF, DIRECT BURIAL WIRE, USING SNAPTITE OR SCOTCH-LOC WIRE CONNECTORS. ALL TRENCH BACKFILL SOIL SHALL BE CLEAN, FREE OF ROCKS, TRASH, GLASS, SOLVENT AND CEMENT CONTAINERS AND RAGS. CONTRACTOR SHALL COMPACT ALL TRENCHES TO A DENSITY EQUAL TO THE UNDISTURBED SOIL AND SHALL BE RESPONSIBLE FOR BRINGING ANY SETTLED TRENCHES BACK TO FINISH GRADE. CONTRACTOR SHALL FLUSH ALL PIPE LINES PRIOR TO INSTALLING SPRINKLER HEADS. CONTRACTOR SHALL INSTALL VALVE BOXES AT GRADE OVER ALL ELECTRIC VALVES AND INSTALL ANTI -DRAIN VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE EROSION OR DAMAGE. CONTRACTOR SHALL ADJUST ALL SPRINKLERS AND VALVES FOR PROPER OPERATION AND COVERAGE. SPRINKLERS ALONG STREET CURBING AND DRIVEWAYS SHALL BE SET BACK 15 INCHES PER CVWD. ALL SPRINKLERS SHALL BE ADJUSTED SO THAT NO WATER IS THROWN ONTO STRUCTURES OR NATURAL FACED MASONRY WALLS, NO OVERTHROW IS PERMITTED ON HARDSCAPE. 2' PVC BCH 40 CONDUIT AND RTTNGS AUTOMATIC CONTROLLER NO SCALE R-IR1-02 12 120 VOLT POWER FOR CONTROLLER(S) IS TO BE PROVIDED BY OTHERS ON A SEPARATE CIRCUIT BREAKER. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING CONNECTIONS TO CONTROLLER. CONTROLLER FINAL LOCATION SHALL BE DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE. 13. RONALD GREGORY ASSOCIATES, INC SHALL APPROVE ALL INFIELD DESIGN CHANGES DUE TO SITE PLAN AND LANDSCAPE PLAN CHANGES TO GUARANTEE 100% SPRINKLER COVERAGE OR THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY. 14 RONALD GREGORY ASSOCIATES, INC. SHALL NOT BE RESPONSIBLE FOR IMPROPER OPERATION OF SYSTEM DUE TO CONTRACTOR NOT FOLLOWING PLAN PIPE SIZING OR INADEQUATE STATIC PRESSURE OR INFIELD DESIGN CHANGES WITHOUT APPROVAL. 15. RONALD GREGORY ASSOCIATES. INC. IS NOT RESPONSIBLE FOR ERRORS IN INSTALLATION IF THEY HAVE NOT BEEN RETAINED FOR INSTALLATION OBSERVATION. 16. LANDSCAPE CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR DETAILS. STANDARDS OF MATERIALS AND WORKMANSHIP. SPECIAL NOTES SHRUB SPRAY HEADS ON A RISER WILL ONLY BE PERMITTED NEXT TO A WALL, A FENCE OR OTHER AREA WHERE THEY ARE OUT OF CLEAR VIEW. AN APPROPRIATE HEIGHT PROP -UP SPRINKLER SHALL BE INSTALLED ADJACENT TO ALL WALKS. DRIVES, PATIO AREAS AND ALL AREAS PEDESTRIAN TRAFFIC. FINAL INSTALLATION IN LAWN SHALL BE FLUSH AND IN SHRUB BEDS ONE INCH ABOVE GRADE. 2. CONTRACTOR SHALL PROVIDE THREE BUBBLERS AT THE EDGE OF THE ROOT BALL FOR EACH FIELD GROWN OR 24" AND LARGER BOXED TREE OR AND OTHER TREE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT. POP-UP SPRAY SPECIFICATIONS TWO OR THREE INCH POP-UP BODY IN STANDARD TURF GROUNDCOVER THREE OR FOUR INCH POP-UP BODY FOR LOW GROWNG TYPES, FOUR OR SIX INCH POP-UP FOR TALLER TYPES ANNUAL COLOR SIX OR TWELVE INCH POP-UP BODY SHRUBBERY SIX OR TWELVE INCH POP-UP BODY CVWD LA \1DSCAPE APPROVAL These plans have been reviewed by he Coachella Valley Water District in accordance with California Governemnt 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 nol constitute approval to encroach into district and USER Rights -of -Way. Trees, plans, walls, and permanent structures of any kind may not be planted or installed in CVWD cnd USER easements or right-of-way without first obtaining an encroachment permit from CVWD. SHEET TITLE LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com LLJ 0 Z 0 LANDSCAPE ARCHITECT: SPECIFICATIONS PALM DESERT, CA SHEET LJ BOOK ■ PROJECT MANAGER: TM DRAWN: JS CHECKED: TM PROJ. NO. 1611 DATE: 9/22/16 SCALE: REVISIONS: ADD WATER CALLS, MATERIAL SPECS 10/3/16 DR /� 5CVWD PLANPROK. I{1 V9NEAPOVED1 /18/16 DR /3\SFT 11/14/16 DR SHEET NO: L-4.00 INIT. • TYPICAL EMITTER LAYOUT K / NO SCALE R—IR1-14 (7LAWN POP UP - J NO SCALE R—IRI—OP Km MASTER VALVE NO SCAI F UTAII -FIIF Dale L43391 CVWD Plan # WATT MANAGER IV7 bEP � ENT RH I_ CATE- R BETE EXISTI\G SEWED u' ft o_ w w ce 0 z 0 En 4 a a I 4aB.T.I-i. 16' B.T.H. 12' Ba.T.H 4 ° 4 ° a14aB.T.Ha 4° ° 12' B T.H 4° 4 44 ° 4 16' B.T.H. a 4 •s✓ agate IA ttt_. KEY.. MAP: .I 1.6.� �_— a a a 4a 41‘• 14B.T.H. WATER METER LOCATION DECOMPOSED GRANITE ASPHALT SURFACE PER CIVIL ENGINEER DECOMPOSED GRANITE 0 SETBACK O I I I I 12' B.T.H. TREE NOTE: 0 0 0 x 4 a 4 4a 6' B.T.H 14' B.T.H. ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. REFER TO SHEET L-5.01 FOR PLANT SCHEDULE REFER TO SHEET L-5.01 FOR LIGHTING SCHEDULE (Fl.)'LFL\ I DECOMPO._ ED / /f I GRANITE OG PPOTT FA r x 4 4 LFL TRASH PROPOSED TRANSFORMER DECOMPOSED GRANITE BLUE FESCUE WITH 1" - 3" PEBBLES BELOW CA 12' B.T.H. 4 — T'?-'�NSFOF) .- 4 14' B.T.H. CVWD NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR CHANGE 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 EASEMENT SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' 10' S' 0 Doe L43391 LFL \ 1 f LFL ASPHALT SURFACE PER x 12' B.T.H mat CIVIL ENGINEER LFL / LFL (LFL x x x 16' B.T.H CVWD LANDSCAPE APPROVAL LFL • These plans have been reviewed by the Coachella Valley Water Dist lot in accordance with California Governemnt 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 Rights -of -Way. Trees, plans, 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. A' WATA GEMENT DEP NT E. DEPA El SHEET TITLE LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET LJ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE: SCALE: REVISIONS: ADD WATER CALCS, MATERIAL SPECS 10/3/16 DR CVWD PLAN CK. #1 CORRECTIONS 10/18/16 DR CVWD APPROVED SET 11/14/16 DR PALM DESERT, CA TM DR TM 1611 9/22/16 1 "=10'-0" SHEET NO: L-5.00 INIT. o o I- I- w- w w w cn �N �1 w Z TC TCF Ic5f TC 6' HIGH CHAINLINK FENCE ENDS AT THIS POINT 6' HIGH CHAINLINK FENCE 6' HIGH TUBE STL. FENCE UBE STE. S KEY MAP: 14' B.T.H. DOG RUN 4J1.. 4 TC TCF TC 7/al 6' HIGH CHAINLINK FENCE CHAINLINK GATES TC TCF TC DOG RUN! #2 1 I \16 x 16/ spy i TREE NOTE: TCFX WATER FEATURE 35" DEPTH SETBACK €QUIP. A ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. LIGHTING NOTE: REFER TO ARCHITECTS AND LIGHTING CONSULTANTS PLANS AND SPECIFICATIONS FOR ALL OTHER PARKING LOT AND EXTERIOR LIGHTING LIGHTING SCHEDULE SYMBOL \I/ v MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL CANOPY TREE UPLIGHT 1 PALM TREE UPLIGHT 8 II SETBACK PLANT SCHEDULE AREA 1 TREES BOTANICAL NAME 0 SHRUBS AT2 EC ERE EH FER HEF HP2 HP HP3 LFL NM RK TC TS TCF TEO VP YB YD ACACIA STENOPHYLLA LAGERSTROEMIA INDICA'NEAR EAST' QUERCUS VIRGINIANA'CATHEDRAL' TIPUANA TIPU BOTANICAL NAME CORDYLINE AUSTRALIS WASHINGTONIA ROBUSTA BOTANICAL NAME AGAVE PARRY! V.'TRUNCATA' ECHINOCACTUS GRUSONII EREMOPHILA GLABRA 'MINGENEW GOLD' EREMOPHILA HYGROPHANA FEROCACTUS ACANTHODES HESPERALOE FUNIFERA HESPERALOE PARVIFLORA COMMON NAME SHOESTRING ACACIA SIZE 24"BOX NEAR EAST CRAPE MYRTLE MULTI -TRUNK 24" BOX CATHEDRAL LIVE OAK TIPU TREE I COMMON NAME GRASS PALM MEXICAN FAN PALM COMMON NAME ARTICHOKE AGAVE GOLDEN BARREL CACTUS EMU BUSH BLUE BELLS COMPASS BARREL GIANT HESPERALOE RED YUCCA HESPERALOE PARVIFLORA 'PERPA' BRAKELIGHTS BRAKELIGHTS RED YUCCA HESPERALOE X PINK PARADE PP#218728 LEUCOPHYLLUM LAEVIGATUM NOLINA MICROCARPA RUELLIA'KATIE' TECOMA STANS TECOMA STANS TECOMA X CRIMSON FLARE TECOMA X'ORANGE JUBILEE' VITEX TRIFOLIA PURPUREA'FASCINATION' YUCCA BACCATA YUCCA DECIPIENS CHIHUAHUAN SAGE BEAR GRASS DWARF KATIE RUELLIA YELLOW BELLS YELLOW BELLS I CRIMSON FLARE ESPERANZA I'ORANGE JUBILEE YELLOW BELLS I ARABIAN LILAC I BANANA YUCCA I PALMA CHINA GRASSES BOTANICAL NAME COMMON NAME BH BOUTELOUA GRACILIS'HACHITA' BLUE GRAMA GRASS VINE/ESPALIER BK %V TE2 ,..e!\ BOTANICAL NAME BOUGAINVILLEA X'BARBARA KARST' TECOMA CAPENSIS COMMON NAME BARBARA KARST BOUGAINVILLEA CAPE HONEYSUCKLE GROUND COVERS BOTANICAL NAME COMMON NAME 3"-6" FRACTURED ROCK COBBLE DG DECOMPOSED GRANITE FESTUCA GLAUCA LAWN PEBBLES IN. TO 3 IN. BLUE FESCUE HYBRID BERMUDA 36" BOX 24"BOX SIZE 15 GAL 12' - 16' HTS. SIZE 5 GAL 12"-18" DIAM 1 GAL-SGAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 24'BOX 5 GAL 15 GAL 15 GAL 15 GAL 15 GAL 15 GAL 3'-5' HTS 15 GAL SIZE 1 GAL SIZE 5 GAL 5 GAL CONT 3/8" MINUS W/ 11% FINES 1 GAL @ 181N 0C. SOD 3'- 5' boulders HICKORY CREEK, AVAILABLE 'SOUTHWEST BOULDER 760328-5877 NOTE: D.G. TO BE IN ALL PLANTING AREAS NOT INDICATED WITH LAWN, GROUND COVER OR COBBLE. PLANT NOTES: WATER USE QTY LOW 02 11 MOD 05 MOD 0.5 MOD 0.5 2 7 6 WATER USE QTY MOD 05 2 MOD 05 WATER USE LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 MOD 0.5 MOD 0.5 MOD 0.5 MOD 0.5 MOD 0.5 MOD 0.5 I LOW 0.2 ILOW02 29 QTY 16 13 13 61 6 32 17 17 48 6 103 20 16 14 6 5 7 3 WATER USE QTY MOD 05 79 WATER USE MOD 0.5 MOD 0.5 USE QTY 7 15 REMARKS REMARKS SKINNED REMARKS REMARKS REMARKS WIRE TO WALL QTY REMARKS 1,508 SF HICKORY CREEK, AVAILABLE' SOUTHWEST BOULDER' 760328-5877 1,083 SF MEXICAN SUNBURST, AVAILABLE' SOUTHWEST BOULDER' 760 328-5877 10,045 SF COMPACT TO 3" DEPTH AFTER WETTED AND ROLLED HICKORY CREEK. AVAILABLE'SOUTHWEST BOULDER' 760 328-5877 LOW 0.2 156 SF APPROX. 59 HIGH 0.8 5,859 SF LAWN COMMON BERMUDA APR 1-SEP 31. OVERSEED WITH RYE OCT 1-MAR 31 (FROM SEED) 467 SF MEXICAN SUNBURST. AVAILABLE 'SOUTHWEST BOULDER' 760 328-5877 1. PLANT QUANTITY: List is provided for the convenience of the contractor/client and is not intended for accurate bidding purposes. 2. PLANT ALLOWANCE: The contractor shall provide $2,500 to be used for additional plant material not indicated on the legend which may be deemed n ecessary by the landscape architect and approved by the owner's representative. such plant material will be specified and field located by the landscape architect. if this allowance is not used, or is only partially used, the u nused portion shall be credited to the owner. 3. LANDSCAPE ARCHITECT: Shall field review all plant locations prior to planting. Plants shall be placed in their intended locations while still in their containers/boxes. 4. UNIT PRICES: Landscape Contractor shall furnish unit prices for all plant material and irrigation material when submitting his bid to the owner. 5. WARNING: Plant material listed may or may not have been approved by the Agricultural Commissioner's office. Landscape Contractor, please contact the Agricultural Commissioner for approval. Plant material not conforming with q uarantine laws may be destroyed and civil action taken. All plant material is subject to inspection at the discretion of the Agricultural Commissioner's Office. 6. Mounding: All mounding Indicated on this planting plan shall be considered d ecorative, and is not intended to be a part of the site drainage system. All mounding shall be installed so that the toe of the mound is a minimum of 18 inches from curb or a minimum of 3 feet from any walls and building. Mounding slopes shall not be steeper than 3:1. CVWD NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR CHANGE 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 EASEMENT SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' 10' S' 0 CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water Disirict in accordance with California Governemnt Code, Section 65591 et seq. requiting efficient landscape and irrigation desian cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district cnd USBR Rights -of -Way. Trees, plans, walls, and permanent structures of any kind may not be planted or installed CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. Dcij L43391 CVWD Plan # SHEET TITLE LANDSCAPE ARCHITECTS, INC. DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com _`S LANDSCAPE ARCHITECT: SHEET SPECIFICATIONS BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE: SCALE: REVISIONS: ADD WATER CA LOS, MATERIAL SPECS 10/3/16 DR CVWD PLAN OK. #1 CORRECTIONS 10/18/16 DR CVWD APPROVED SET 11/14/16 DR TM DR TM 1611 9/22/16 SHEET NO: INIT. • PLANTING AND IRRIGATION MAINTENANCE SCHEDULE • Landscape shall be maintained to ensure water efficiency. A regular maintenance schedule shall include but not be limited to checking, adjusting and repairing irrigation equipment; resetting the automatic controller; aerating and de -thatching turf areas; replenishing mulch; fertilizing; pruning, and weeding in all landscaped areas • Whenever possible, repair of irrigation equipment shall be done with the originally specified materials or their equivalents. PLANTING ANNUAL COLOR/GROUNDCOVER AREAS A. Shrub and groundcover areas shall be tilled only prior to pre -emergent application but raked and edged weekly or bi-monthly, and all debris removed from the areas that day. Groundcover shall be kept neat in appearance and within the intended area of planting by edging and trimming. Replace mulch or inorganic cover (such as decomposed granite) as needed. B. Keep shrubs and groundcover neatly trimmed away from sprinkler heads to allow for their proper operation and normal spray pattern. Groundcovers and vines shall be trimmed back from shrubs, trees and private property fences, as necessary. Trim and edge to maintain sidewalks and curbs free of plant growth. II. WEED CONTROL Weeds shall be controlled so as not to reach an objectionable height. Remove weeds by chemical or mechanical means on a monthly schedule. Weed infestations of the shrub and groundcover areas, if severe, may be controlled by a commercial herbicide by obtaining written permission from the Owner. Such permission shall depend on the Contractor submitting to the Owner the following information: A. The exact location(s) where the herbicide is to be used. B. Verification that the herbicide has no harmful effect on desirable plant materials. C. The herbicide will be applied at the manufacturer's instructions for application. Bermuda grass infestations of the shrubs, groundcover and slope areas, if severe, should be sprayed out and "weedeaten". IV. ANNUAL COLOR The Contractor shall be responsible for replacing annual color two (2) times during the year. Annual color will be replaced at the following times: 1st week in November and the 1st week in June (as weather permits). V. LOSS OR DAMAGE TO PLANT MATERIAL BY CONTRACTOR Shrubs, trees and plants damaged or killed due to the Contractor's operations, negligence or chemicals, shall be replaced at no cost to the Owner. VI. DISEASE AND HARMFUL INSECT CONTROL Monthly inspections shall be made for evidence of disease and/or harmful insects. If evidence of such is found, a report shall immediately be submitted to the Owner. The report shall include: A. Exact location(s) where disease and/or harmful insects are prevalent. B. Contractor's opinion of the type of disease and/or insect. C. Contractor's recommendations for control and elimination of disease and/or harmful insects. VII. FERTILIZATION A. General • Fertilizers shall be inorganic, dry, pelletized formation, as specified. Application shall be in accordance with indicated rates and times. B. Method of Application In making application of fertilizer granules, caution shall be taken to contain these materials in the planting areas. Avoid use of cyclone spreaders which tend to throw material into paved areas, etc. Use gravity flow spreaders when possible to keep material contained in planting areas. C. Timing Application When climatic factors may cause problems of general containment of fertilizer materials, adjustment of the fertilizer schedule may be necessary. Avoid application of fertilizers prior to forecasted rainy weather, etc., which might affect stability. After fertilizer application, monitor watering schedule to eliminate runoff of fertilizer materials in solution. D. Trees and Shrubs An agricultural soils test and soils report must be completed prior to landscape installationsoil amendments must be installed per soil report recommendations using locally sourced material. IRRIGATION SYSTEM Operation A. The water schedule will be established and programmed by the Contractor's landscape maintenance supervisor. Application rates will be based on the irrigation water use schedule. The irrigation system's water use schedule shall be monitored and adjusted accordingly to maintain efficient use of water being applied. B. In determining rates of application, soil type, topography and weather conditions will be taken into consideration. The project is equipped with an automatic system which provides for repeat cycles. Applying water over short periods of time will allow for proper infiltration and thereby minimize runoff. C. Contractor shall turn off all controllers when it is unnecessary to irrigate due to adequate rainfall. D. Irrigation heads shall be kept clear of overgrowth which may obstruct maximum operation. E Contractor will avoid manual activation of automatic valves. F. Contractor will keep system in operation by valve or head adjustment to keep all systems operating at manufacturer's recommended operating pressures. This shall be accomplished by valve throttling and pressure gauge. II. Maintenance The Contractor shall be responsible for the cost of cleaning, repair, adjustment and replacement of irrigation system components, with the exception of irrigation controllers and backflow protection devices, including the following items. Plastic Pipe Plastic Pipe Fittings Remote Control Valve Wiring Remote Control Valves Manual Control Valves Quick Coupler Valves Sprinkler Heads Valve Boxes B. Replacement of any item shall be with an item of identical design, unless otherwise specified in writing by the Landscape Architect. 1. The following specifications are provided for replacement of plastic pipe, and plastic pipe fittings. a. Plastic pipe shall be polyvinyl chloride (PVC) of the schedule or class specified on the irrigation plan. b. Plastic pipefittings and connections shall be PVC Schedule 40. 2. The Contractor shall inspect and examine the irrigation system while water is on twice per month. 3. Any part of the system not functioning normally shall immediately be cleaned, adjusted, repaired or replaced. 4. Contractor shall be responsible for adjusting height of spray risers necessary to compensate for plant material growth. 5. Automatic controllers will be kept locked at all times. CLEAN UP I. The Contractor shall be responsible for keeping the entire area, including hardscape areas, free of debris such as papers, bottles, cans, glass, dirt, etc. The Contractor shall be responsible for trash removal from the sites. II. Contractor shall remove all debris resulting from the maintenance operations and dispose of it off -site. All grass clippings deposited on roadways or walks shall be picked up after each mowing or trimming operation. III. All debris resulting from any of the Contractor's operations shall be removed and disposed of legally at the Contractor's expense. No debris will be allowed to remain at the end of the workday. IV. All walkways will be kept clean and care shall be taken not to create unnecessary hazards to the walking surface. V. Unless otherwise indicated or directed, the Contractor shall provide a general clean-up operation at least once per month for the purpose of picking up debris which may accumulate from use of the area, windblown debris, dropped twigs or branches, leaves or paper in the landscape area. MISCELLANEOUS I. The Contractor shall furnish and pay all costs for the following material: Herbicides, pesticides and fungicides Irrigation system parts Fertilizers Tree stakes and ties All tools and equipment to complete the work specified Plant materials damaged by the Contractor Annual color Overseeding City of Palm Desert Landscape Inspection Schedule 1) Sleeving / Grading a. Sleeve diameter, type, depth and location b. Soil surface drainage, elevations and trash (including weeds & rubble) 2) Plant Material (trees & shrubs) a. Condition b. Type c. Placement 3) Final a. Irrigation: i) Valves, boxes and wiring ii) Controller operation and schedule iii) Sprinkler, bubbler and/or drip emitter type, flow rate and quantity per plant iv) Overall operation v) As built b. Tree staking c. Overall THE LANDSCAPE ARCHITECT IS TO SUPPLY A CERTIFICATION OF COMPLETION TO THE CITY AND AN IRRIGATION ASSOCIATION CERTIFIED LANDSCAPE IRRIGATION AUDITOR IS TO COMPLETE AND SUPPLY A WATER AUDIT OF THE SITE PRIOR TO THE CITY SIGNING OFF OF THE PROJECT. THE LANDSCAPE ARCHITECT MUST BE CONTACTED, AS PER THE SPECS, ONCE THE INSTALLATION IS COMPLETED TO SCHEDULE THE INSPECTION AND WATER AUDIT. Irriciation Water Use Schedule by Month (This irrigation schedule is a guide per CVWD) Spray Heads Lawn irriaation days per week. by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 2 3 4 5 6 7 7 6 6 4 2 2 Spray type head for lawn (in minutes Der irriaation day). by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 3 5 8 10 10 10 10 10 8 6 7 2 Rotating type head for lawn (in minutes per Irrigation day). by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 12 22 35 42 46 41 41 40 32 27 28 9 Tree + shrub irriaation dava per week. by month Jan. Feb. Mar. Apr. 2 3 4 5 Bubbler Woe head for trees (in minutes per irrigation day). by month Jan. Feb. Mar. Apr. Low. 10 16 20 28 Emitter type head for shrubs (in minutes per irrigation day), by month Jan. Feb. Mar. Apr. Low. 12 18 24 36 Contractor to provide an irrigation schedule for this site, taking into consideration, wind, soil type, temperature and plant water use. Contractor shall then program the controller to produce the scheduled water rates for each day, week and month. Contractor shall then observe the condition of the plants and adjust the schedule as needed to assure that the plants are not over or under irrigated. TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. NOTE: TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED INSTALLED OR BUILT IN CVWD AND USSR EASEMENT OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water Dist id in accordance with California Govememnt 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 Rights -of -Way. Trees, plans, 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. LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com Z 0 U w 0 V) Z & MAINTENANCE SCHEDULE U w 0 0 uJ U 0 LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET LJ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE. SCALE: REVISIONS: ADD WATER CALCS, MATERIAL SPECS 10/3/16 DR A CVWD PLAN CK. #1 /2\CORRECTIONS 10/18/16 DR CVWD APPROVED SET 11/14/16 DR PALM DESERT, CA TM DR TM 1611 9/22/16 1 "=10'-0" A: SHEET NO: L-5.02 IN IT. Contractor will be responsible for hand watering any areas not provided with an irrigation system, or any area resulting from the physical breakdown of the irrigation system. L43391 CVWD Plan # LOPMEN ',I ES DEPAt PLANTING AT TURF AREAS 'c KEEP TURF CLEAR FOR A 18" RADIUS CIRCLE AROUND THE TREE. MULCH WITH A 3" THICK LAYER OF SHREDDED BARK. RECESS TURF AREA 1" TO ALLOW FOR MULCH. FINISHED GRADE AT LAWN. I IIII i� xx x—I + U¢coin m 3--. LCd'O [a m O „ BN10 0 NNN Ih T- NM « ct BACKFILL MIX, SEE NOTES AND SPECIFICATIONS. PLANT PIT DETAIL SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. PLANTING AT SHRUB AREAS. 2X ROOTBALL 32" AT 15 GALLON 48" AT 24" BOX 60" AT 30" BOX 72" AT 36" BOX �/T TREE DOUBLE STAKE PLANTING �/ 1'=1_0 PRUNE FRONDS BELOW HORIZONTAL PLANE PER ISA STANDARD TAMP 8, WATER -SETTLE WHILE PLANTING 2 x DIA OF ROOT BALL KEEP MULCH 6" — 8" FROM BASE OF TREE. MULCH WATER WELL AREA TO 3" DEPTH. 6" HIGH WATER WELL AT SHRUB AREAS. FINISHED GRADE AT SHRUBS. 111.I111-1t. PI ANT TABLETS AS NOTED OR SPEICIFIED. NATIVE SOIL MIX FIRMLY COMPACTED. HORIZONTAL PLANE BACKFILL WITH NATIVE SOIL FINISH GRADE UNDISTURBED NATIVE SOIL NOTE: SEE HEIGHT OF PALM 14Th PALM TREE _ NON - SKIRTED NO SCALE STAKING DETAIL II II II II ,II - I II II DOUBLE STAKE WITH WIRE: #12 GALVANIZED WIRE THROUGH THE EYE OF "CINCH —TIE" RUBBER SUPPORT. 2" DIAMETER LODGEPOLE PINE TREATED TREE STAKES. SET PERPENDICULAR TO PREVAILING WIND. REMOVE NURSERY STAKE BY THE END OF MAINTENANCE. 1X3 CROSSTIE, AVOID RUBBING INJURY TO TRUNK. J L 4RENIII_Ic„ BACKFILL PLANTING AS PER PLANTING DETAIL. ROOT BALL I. 16" AVOID DAMAGE TO THE ROOT BALL WITH THE SUPPORT STAKES. NOTE: ALL NATIVE DESERT PLANTS SHALL BE PLANTED IN A SHALLOW, WIDE ROUGH HOLE 2x THE ROOTBALL WIDTH. BACK WITH NATIVE SOIL ONLY. Shrub. 4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Finished grade. Slope sides of loosened soil. Loosened soil. Dig and turn the soil to reduce the compaction to the area and depth shown. Root ball rests on existing or recompacted soil. 3�C's widest dimension of root ball. fj SECTION VIEW Notes: 1- Shrubs shall be of quality prescribed in the root observations detail and specifications. 2- See specifications for further requirements related to this detail. 1 SHRUB - UNMODIFIED SOIL 3/4' = 3"-6" COBBLE 2"-3" COBBLE a DECOMPOSED GRANITE d ( FOR MATERIAL AND SIZES, SEE PLANT LEGEND) C-Th COBBLE LAYOUT R-PL-04 � NO SCALE 3 xis widest dimension of root ball _ Notes: 1-Vines shall be of quality as p escribed in the root observations detail and specifications. 2- See specifications for further requirements related to this detail. FX-PL-FX-TREE-11 Rootball. MINE - UNMODIFIED SOIL 1!2' = 1'-0" 4" high x 8" wide round - topped soil berm above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. .f/ Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace shrub. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. Existing soil. NOTE: ALL NATIVE DESERT PLANTS SHALL BE PLANTED IN A SHALLOW, WIDE ROUGH HOLE 2x THE ROOTBALL WIDTH. BACK WITH NATIVE SOIL ONLY. a • a SHRUB R-PL-06 URBAN TREE FOUNDATION 0 2014 OPEN SOURCE FREE TO USE FX-PL-FX-SHRB-04 Face of wall or building. Lean nursery stake against the wall. Stake to be removed at the end of the maintenance (warranty) period after the vine has attached to the wall. Vine. Root ball. 4" x 8" wide round - topped soil berm above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace shrub. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. 4" layer of mulch. No more than 1" of mulch on the top of the root ball. (See specifications for mulch). Finished grade. Pavement. Slope sides of loosened soil. Loosened soil. Dig and turn the soil to reduce the compaction to the area and depth shown. Root ball rests on existing or recompacted soil. Existing soil. LOCATION TO BE FIELD VERIFIED BY LANDSCAPE ARCHITECT. 2,"3 ifs URBAN TREE FOUNDATION 02014 OPEN SOURCE FREE TO USE FX-PL-FX-SHRB-O5 BOULDER FINISH GRADE % // /\//\\//\//\//\//\ \ \/\/ / SUB GRADE NOTES: - BURY BOULDER A MINIMUM OF 1/3 ITS HEIGHT BELOW GRADE. - BOULDER SIZES TO BE APPROX EQUAL IN ALL DIRECTIONS. - PLACE AS NEAR AS APPLICABLE TO PLAN, EXACT FINAL BOULDER FLAT NO SCALE COBBLE PLACEMENT NOTE: RANDOMLY AND LOOSELY MIX DIFFERENT SIZE COBBLES TOGETHER TRANSITION COBBLE INTO DECOMPOSED GRANITE AREA. COBBLE TO BE INSTALLED %3 OF ITS TOTAL SIZE INTO GRADE BELOW. THE DECOMPOSED GRANITE SHOULD BE INSTALLED AFTER COBBLE IS INSTALLED. BOULDER ACCENT PLANT • NOTES: FINISH GRADE DECOMPOSED GRANITE I I I-1 I I -II I I II - DECOMPOSED GRANITE 3/8' MINUS WI 11% FINES - WETTED AND COMPACTED TO A 3' MINIMUM DEPTH. DECOMPOSED GRANITE AT HARDSCAPE NO SCALE • BUILT-IN JOINTS R-PL-13 STEEL HEADER BOARD 1 /8" W x 6" D GALVANIZED STEEL 0 STEEL HEADER BOARD R-PL-09 NO SCALE CVWD NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR CHANGE 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 EASEMENT CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water District in accordance with California Gove nernnt Code, Section 65591 et seq. rec uirina efficien landscape and irrigation design in cooperation wit the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights -of -Way. Trees, plans, 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 CV ND. Da!1 WAT ENT SHEET TITLE LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com C J II LL 0 U z Z 4 0 W U Q U LU LL1 Z LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET LI BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE: SCALE: REVISIONS: ADD WATER CALCS, / I \M9����ATERIALDPLANSPECSCK. /110/3/161 DR CVVW 10/18/16 DR A CVWD APPROVED /S\SET 11/14/16 DR SHEET NO: L-6.00 TM DR TM 1611 9/22/16 INIT. - • L43391 CVWD Plan # DE LOPMN. - '`ICESDEPAR E