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Home My WebLink About4083-11NO MULCH TO B INSTALLED WITHIN 3" OF PLANT STEM MULCH PER PLAN (2)-4" DIA x 60" L SCH. 40 PERFORATED PIPE W/CAP TO BE INSTALLED AT EACH TREE WELL FOR DRAINAGE TOP OF PIPE TOB EVEN W MULCH FIN. GRD. OF BASIN. FILL PIPES W/PEA GRAVEL AND WRAP W/FILTER FABRIC TEMPORARY WATERING BASIN REMOVE PRIOR TO THE END 4!� MAINTENANCE PERIOD imiii mi 2 x ROOT- 'III BALL DEPTH �I TYPAR BIO -BARRIER NOTE: ROOT BARRIER FABRIC TO BE INSTALLED ALONG EDGE OF HARDSCAPE WHERE TREE IS WITHIN 6'. FABRIC TO BE 19" IN WIDTH AND 20' LONG. CENTER FABRIC AT TREE TRUNK. INSTALL LINEAR. TOP OF FABRIC TO BE EVEN WITH SOIL F.G. GENERAL NOTES TREE / SHRUB PER PLAN 21 GRAM AGRIFORM TABLETS 1 PER 1 GAL. SHRUB 1 PER 5 GAL. SHRUB 3- PER 15 GAL. SHRUB 3- PER 15 GAL. TREE 6- PER 24" BOX TREE 10- PER 36" BOX TREE 14- PER 48" BOX TREE \ \ SOIL FINISH GRADE - TYPAR BIO -BARRIER ROOT CONTROL -:: FABRIC INSTALL WHERE TREE IS PLANTED I WITHIN 6' OF SIDEWALKS OR HARDSCAPE. I=I 117 SEE NOTE. i - TREE ROOTBALL -SET 1" ABOVE F.G. INPUT hydrozone irrigation efficiency= 0.9 SHRUB ROOTBALL -SET 1/2" ABOVE F.G. 15 S]JTH 5TH STREET BACKFILL MIX - 709 CLEAN SITE SOIL LEED SHAVINGS PLUS 30% NZIETRROPIL&RFE&UGHLY EAWU = 10 ccf 1 yr - .. SPECIFICATIONS IIIII--III,�IIII„ 2 x ROOTBALL OVER -EXCAVATE AND RECOMPACT NATIVE SOIL TO MIN. 90% WIDTH fl CINCH TI (DO NOT WIND DIRECTION LODGEPOLE PINE STAKE SHINGLE NAIL TREE TRUNK PER PLAN 2-10'x2" LODGE POLE TREE STAKE 'RESSURE TREATED -TRIM TOP OF STAKE TO AVOID CONTACT WITH TREE TRUNK REE TIE - 4 CINCH TIES PER TREE -INISH GRADE UNDISTURBED NATIVE SOIL STAKES NEXT TO, BUT NOT IN, ROOT BALL NOTE: STAKE ALL TREES 24" BOX SIZE OR SMALLER SHRUB OR TREE PER PLAN 00 Luy MULCH PER SPECIFICATIONS o a� MAINTAIN SAUCER ON LOWER SIDES OF PLANT TO RETAIN WATER 1=1 I BACKFILL WITH SPECIFIED _ _ PLANTING MIX -� I I=I I . . . . WATER AND TAMP TO =III REMOVE AIR POCKETS OVER -EXCAVATE & RECOMPACT NATIVE SOIL 2 x ROOTBALL DIAMETER 4 NSTALL EROSION CONTROL NETTING AS NDICATED ON THE DRAWINGS ON TOP 4ND BOTTOM OF PLANT PIT EXCAVATION r SLOPE PROFILE 1 1/2 x ROOTBALL DEPTH 6" vv g z EQUAL CL ILn �-- ALL GROUNDCOVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR SPACED) AS NOTED IN THE PLANTING LEGEND EDGE OF PAVEMENT A SHRUB/ TREE PLANTING I B TREE'STAKING I C SLOPE PLANTING I D G.C. SPACING I 1). PROVIDE 1/4" DEEP SCORE LINES ® 10' O.C. 2). CONCRETE TO BE SAME COLOR AS ADJACENT WALKWAYS/PAVING 3). PROVIDE STEEL TROWEL FINISH 4). PROVIDE 1" DEEP x 6" WIDE DEPRESSIONS IN CURBING AT APPX. 8' ON CENTER FOR DRAINAGE AND AT OBVIOUS DRAINAGE SWALE AREAS FINISH GRADE IN SHRUB/LAWN AREA NATIVE SOIL - 90% COMPACTED -T SECTION RADIUS EDGES 1" 6" -.3r- 1/4" STEEL -CONTINUOUS 6" RADIUS EDGES 1" MOW CURBING DEPRESS MOW CURB AT FLOW LINES AND AT APPROXIMATELY 8' O.C. ELEVATION E CONCRETE MOW CURBING I IRRIGATION SCHEDULE (GUIDE ONLY) REV. TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Page 'I REVISION DESCRIPTION DATE I ENGR. I CITY Riverside County Ordinance $59 Landscape Water Use Calculations SAMPLE - (Insert Project Name) (For projects with more than 1 hydrozone) 1 Maximum Annual Water Allowance (MAWA) INPUT the total square footage of landscape = 43,583 1S.F. INPUT the Hist. ETo for the area = 56.37 MAWA = 1,425 ccf / yr 2 Estimated Annual Water Use (EAWU) NOTES: A. CONTRACTOR TO PROVIDE PHOTOS OF BOULDERS FOR OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO PURCHASE B. OWNER'S REPRESENTATIVE TO DIRECT FINAL BOULDER PLACEMENT ON SITE C. BOULDER PLACEMENT TO OCCUR PRIOR TO MULCH AND ROCK BLANKET PLACEMENT, IRRIGATION, AND PLANTING INSTALLATION 1' FOREBOUOLDERNLOCATIONS PLANS 2. MULCH OR ROCK BLANKET SEE PLANTING PLAN FOR MATERIAL AND DEPTH. 3. ETCOMRPPER GEOTECHNICAL 4. ANY MORTOR SPLASHED ONTO BOULDERS TO BE REMOVED BEFORE IT DRYS. Hydrozone # 1 INPUT Plant Factor = F 0.5 (Mea) Gal Per P.laiWDa;- i23pftmtps !g4k?I.CPq;i.�_I7zu�y,E.,T.�.. ANNUAL E: T, SS.:iQ INPUT square footage of hydrozone = 384 DRAWN BY, C3 4 NOT TO SCALE INPUT hydrozone irrigation efficiency= 0.9 n 15 S]JTH 5TH STREET DESIGNED BYI EAWU = 10 ccf 1 yr PH 309,798.7490 FAX 909.20-7,9235 The decimal egitivalenf- cif drib PEAK E.T. 7.90 Hydrozone # 2 INPUT Plant Factor =0.5 fl (Med) INPUT square footage of hydrozone = 651 LANDSCAPE ARCtiMMURE IRRIOATION CONSULTANTS WAMR FEATURE DESIGNS AREAS) INPUT hydrozone irrigation efficiency = 0.9 STB ik�ig�tic,neflkiciet3c5 Rf Ow givanNOVHYDROZONE clm' late type- Y� 11�iE)NTIILY ETo .IL1N '"10 IEEB -419() AL�it 4-00 :�� 4-10 It��-t� 610 �v 71() JUL�r>� 7.90 AUG��.�� 7,306,104.20 sEl? OCToc� �o� `240 DEC "'(AD HYDROZONES DESCRIPTION WETTED AREA (S.F.) WATER USE 0.5 INPUT square footage of hydrozone = 400 sy sT.rtm Rim rrn . REEs: INPUT hydrozone irrigation efficiency = 0.9 \O EXCAVATE ENOUGH OF A PIT TO PLACE 2/3 OF BOULDER WEIGHT AGAINST SLOPE ® Q 24 EES -ALONG CYPRESS AVE. 384 S.F. 116 SF EA. WETTED AREA) (35) TREES -ALONG WALNUT AVE. 651 S.F. 116 SF EA. WETTED AREA (25) EES -ALONG JUNIPER AVE. 400 S.F. T16 SF EA. WETTED AREA) MW MW MW PLANTS AT PLAW LNG-_ . OO O , 3,5 8,1(3, STr�:l 1.114 Y JxLh � FEll i1L�R APR : 1 tkY JUN JUL AUG- SEP OCT' NOV DEC< INPUT hydrozone irrigation efficiency = 0.9 f, �,. �:' �# ` 11 1.41 0.90 Gal/D�ay/ 01"1; MIN. N11ri�. PFJZ eye: 0.70 I .SIR 1,.^4 .1.42, �. 4 � 46 21. � . 5 z.... J'RT;;,I,,�; P�>ntl (,t;LES: 1 1 .l 1 1 1 1. I 1. l 1 0.623 3c 0.�5 :�•'- 2.65 60 2.65 SUPDAYS: U (1 0 0 0 0 0 0 0 n �� ° 0.67 1 0 (389) SHRUBS -ALONG CYPRESS AVE. 3,112 S.F. (16 SF EA. WETTED AREA) MW EAWU - 81 ccf ! yr I LrREES- / �O Hydrozone # 5 INPUT Plant Factor= (Med) �� O 0.5 INPUT square footage of hydrozone = 6,728 Q ® (841) SHRUBS -ALONG WALNUT AVE. 6,728 S.F. (16 SF EA. WETTED AREA) (343) SHRUBS -ALONG JUNIPER AVE. 2,744 S.F. (16 SF EA. WETTED AREA) MW MW INPUT hydrozone irrigation efficiency= 0.9 PT,4k iTSATNIATLRI"Y: STA: 1,3,5 JAN FEP MAR A.PR 1NUY JUN JUL AUG SEP OCT NOV DEC, Gal/Day/ GP11 SIE . NUN. PER CYC': S.2S 1?.€�5 1S.76 16.70 ?4.041 28.y2 3I.14 28.7? ?4.84 16.55 10.59 f: T1ZElS: Plant v CYCI.FS: 2 2 2 2 2. 2 2 ? ? 2 2 0.623 � 06 0.5 0.25 .6 .09 60 61.09 SKIP D:N'YS: 0 v 0 0 0 0 0 0 0 0 0 7.83 �' 0 0.5 AREA NOT RECEIVING IRRIGATION: 29.834 S.F. 0.9 INPUT hydrozone irrigation efficiency = 0.9 EAWU = 71 Jgal ! yr BOULDER PLACEMENT (SLOPE) TOTAL LANDSCAPED AREA IN CFD: 43,853 SF Pl_fii"+ TS.AT PLAiIVI'LiN 1TA: 2 4,6,7,9,12,13 ,IAN FFM NIAR APR 11:UlY JUN JCIL AUG SEP OCT NOV DR -C Gal/Day/ GI?C1: MIN. 'MIN. PER CYC: 6.33 9.69 12.06 12.?7 IS.39 22.12 23.81 22.01 19,01) 122.66 8.10 6.03 EAWU < MAWA =1 997 SHRUBS: Phint CYCLES: 1 1 1 1 I 1 1 1 1 1 1 1 0.623 9 0.5 0.25 = €1.79 2 13.81 SSP DAYS: 0 ti 0 0 0 0 0 0 0 0 U 0 o.� STB LANDSCAPE ARCHITECTS HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND RETS: APPLIED THEM ACCORDINGLY FOR THE EFFICIENT PLANTS AT MAn"RITY: STA: 2,4,6.7,9,12,134 JAN FEB NLAR APR NIAY JUIN JUL AUG SEP OCT NOV DEC USE OF WATER IN THE IRRIGATION DESIGN PLAN. Galffi ay/ GPH Nil.''. 11v1Ii'_ PER CYC: 9.14 13.98 17.421 15.45 26.56 31.95 34.40 31.79 27.45 15.29 11.70 8.71 SHRUBS: Plant CYCLES: 1 1 I 1 1 1 1 1 1 1 1 1 13 0.5 0.35 1.12 2 3.75 SIUPDA S: 3 ( r C 0 0 0 1)G.o23 0 0 IRRIGATION SCHEDULE (GUIDE ONLY) REV. TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Page 'I REVISION DESCRIPTION DATE I ENGR. I CITY Riverside County Ordinance $59 Landscape Water Use Calculations SAMPLE - (Insert Project Name) (For projects with more than 1 hydrozone) 1 Maximum Annual Water Allowance (MAWA) INPUT the total square footage of landscape = 43,583 1S.F. INPUT the Hist. ETo for the area = 56.37 MAWA = 1,425 ccf / yr 2 Estimated Annual Water Use (EAWU) NOTES: A. CONTRACTOR TO PROVIDE PHOTOS OF BOULDERS FOR OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO PURCHASE B. OWNER'S REPRESENTATIVE TO DIRECT FINAL BOULDER PLACEMENT ON SITE C. BOULDER PLACEMENT TO OCCUR PRIOR TO MULCH AND ROCK BLANKET PLACEMENT, IRRIGATION, AND PLANTING INSTALLATION 1' FOREBOUOLDERNLOCATIONS PLANS 2. MULCH OR ROCK BLANKET SEE PLANTING PLAN FOR MATERIAL AND DEPTH. 3. ETCOMRPPER GEOTECHNICAL 4. ANY MORTOR SPLASHED ONTO BOULDERS TO BE REMOVED BEFORE IT DRYS. Hydrozone # 1 INPUT Plant Factor = F 0.5 (Mea) BOULDER PLACEMENT (FLAT) INPUT square footage of hydrozone = 384 DRAWN BY, C3 4 NOT TO SCALE INPUT hydrozone irrigation efficiency= 0.9 n 15 S]JTH 5TH STREET DESIGNED BYI EAWU = 10 ccf 1 yr PH 309,798.7490 FAX 909.20-7,9235 � CR ARCHITECTS, INC Hydrozone # 2 INPUT Plant Factor =0.5 fl (Med) INPUT square footage of hydrozone = 651 LANDSCAPE ARCtiMMURE IRRIOATION CONSULTANTS WAMR FEATURE DESIGNS INPUT hydrozone irrigation efficiency = 0.9 STB APPROXIMATE EXISTING GRADE OF SLOPE EAWU = 17 ccf ! yr 1/3 OF BOULDER TO BE EXPOSED Hydrozone # 3 INPUT Plant Factor= (Med) 1 4 0.5 INPUT square footage of hydrozone = 400 INPUT hydrozone irrigation efficiency = 0.9 \O EXCAVATE ENOUGH OF A PIT TO PLACE 2/3 OF BOULDER WEIGHT AGAINST SLOPE EAWU - 10 ccf 1 yr . OO O Hydrozone #4 INPUT Plant Factor = 0.5 (Med) r' INPUT square footage of hydrozone = 3,112 2 INPUT hydrozone irrigation efficiency = 0.9 J �O EAWU - 81 ccf ! yr / �O Hydrozone # 5 INPUT Plant Factor= (Med) �� O 0.5 INPUT square footage of hydrozone = 6,728 INPUT hydrozone irrigation efficiency= 0.9 EAWU = 175 ccf 1 yr Hydrozone # 6 INPUT Plant Factor = (Med) 3 0.5 INPUT square footage of hydrozone = 21744 INPUT hydrozone irrigation efficiency = 0.9 EAWU = 71 Jgal ! yr BOULDER PLACEMENT (SLOPE) NOT TO SCALE SubTotal EAWU = 364 ccf / yr Input Irrigation System Operation Factorl 0.85 Total EAWU = 428 EAWU < MAWA =1 997 cu ft ! yr (this number must be positive) WATER CALCULATIONS DATE I SHOULD C❑NSTRUCTI❑N DF THE REQUIRED IMPR❑VEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF S' N T. APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE ex REVISIONS TO THE PLANS TO BRING THEM INTO date CONFORMANCE WITH C❑NDITI❑NS AND STANDARDS IN `s�gjF OF Cpl EFFECT, F BOULDER INSTALLATION CITY OF FONTANA, CALIFORNIA wv1 TRACT NO. 16723 CFD AREA SCALE PLANTING CONSTRUCTION DETAILS N/A "TER CAL T40NS DATEi 5/20/10 APPROVED B DRAWING NOt 7O 4083 11 ITY ENGINEER R.C,E, 51152 DATE 11 DRAWN BY, C3 4 CAD n 15 S]JTH 5TH STREET DESIGNED BYI toED1.aNDS. CAUr-'OPNIA 92373 *5' PH 309,798.7490 FAX 909.20-7,9235 � CR ARCHITECTS, INC CA LJC:. NO. Nv UG, NO. 466 fl CHECKED BY, LANDSCAPE ARCtiMMURE IRRIOATION CONSULTANTS WAMR FEATURE DESIGNS STB SCALE PLANTING CONSTRUCTION DETAILS N/A "TER CAL T40NS DATEi 5/20/10 APPROVED B DRAWING NOt 7O 4083 11 ITY ENGINEER R.C,E, 51152 DATE 11 -•.G . � ;_ ��