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Home My WebLink About6282-9Revised 3-3o-2022 KBS SHINGLE NAIL LODGE POLE 2S- TREE TRUNK INCH TIE 4 Q� 90 l(�{CG N4F TWIST) A 3 O1 20 i PREVAILING WIND 3 2 <C/° �N DIRECTION /� 2 (1 '� =O p� 7 �P �0� 7 2 8 3 4 e 2" DLA L QDGEPOLE PINE TREE " STAKE COPPER NAPTHENATE - - , 0�� - TREATED AND DRIVEN IN GROUND ( ' 4 TO SET MIN DEPTH. 2 REo'o _ - 1/2 Specified spacing 6 'CINCH'LIE' (4) REc'c ; minimum ARBOR GUARD IN TURF AREAS 4 SPACING AS NOTED ON PLAN - Fo rPR PAREc aACKFIEL MIX, 4 a i i SEE SPECIFICATIONS SECTION A PLAN 3" HIGH'WATER BASIN, �= 7 AT TIME OF PLANTING 2 Spacing Planting/sf. 2X Rootball FIN'SH GRACE NOTES: I . I- 6' o.c. 4.61 5 A. Position barrier as close to curb or ACRI.ORM TAB ETTS TO BE 8 o.c. 2.60 E III ADDED PER MFG. RECOM CS- sidewalk as possible. Raised root protectors 9' O.C. 1.78 LEGEND: 1!- shall be facing towards the tree. 10" D.C. 1.66 NOTES: " shall ij B. Top of barrier be 1above finished grade. C. Length of root barrier shall be 10' in each direction of 12" o.c. 1.15 1. Tree 2X CIA. OF 15" o.c. 0.74 1. Scarify the sides and bottom of planting pit. tree tunk. 2. 4" deep temporary water basin. ROOT SAL i� LEGEND: 18" o.c. 0.50 2. Prior to plant placement, fill all backfill pits with water D. Apply a mastic sealer to joint between 3. Finish grade. 24" D.C.0.28 and allow to percolate into subsoil and settle prior . concrete surfaces and root control barrier. 4. Backfill mix, per specifications. 'J" Us,�. APP ovED Y: CITY OF FONTANA 1. Concrete curb. 30" O.C.0.18 to planting. E. Root barriers are to al used on trees within 5. Undisturbed soil. 3. Plant Football and backfill mix must be thoroughly 5� `,4Rc �kx�y a- f'' 2. Finished grade. 36" o.c. 0.12 6. Planting tablets, per specifications. 6'-0" of a curb, sidewalk or wall. 3. Sidewalk. F. Installation of panels within soil preparation LEGEND: 48" o.c. 0.07 watered indirect) planting. g No.S".15z P crm ENGINE Dare TREE STAKING p p p y after RICARDO SANDOVAL 4. Root barrier. area will be rejected. 60" o.c. 0.04 7. 2" approved mulch per specs. E%P.93g 05 8. Rootball, size varies. Set 1" above grade. " REVIEWED BY: 1--Ree+t=r 5• Drip line of tree (defined by the minimum G. Install per manufacturer's recommendations. 1. Shrub I Ground Cover 72" o.c. 0.03 9 �t47f N wit14 eDATE OF LAST REVISION: t-28-�= STD. PLAN N0. St7?1 IsI;T 1 CIF 1 spacing distance in the Root Barrier Notes H. For planting, see Tree Planting Details this sheet. 9. Arbor Tree Guard in turf areas. 2. Curb, Wall, Pavement, or edge of bed. 3) Root Barrier Detail Scale: N.T.S 2 Triangular Spacing Diagram Scale: N.T.s 1 Tree Planting Detail Scale: N.T.s 3" BERM TO FORM. PERMANENT BASIN WATER BASIN tt FERTILIZER TABLETS ROOT&ALL t i 2`XMIN ROOTBALL DE PTH TH ". .�. cri; 2X T I pA.KFILL MIX. PUDDLE AND SETTLE BACKEIL " PRIOR TO PLACEMENT OF SHRUB • •:CITY OF i tITY ENGINE -ER DATE SHRUB PLANTING REVIEWED BY: •, OF • NO. 0 G Waypoint ANALYTICAL Anaheim Office Lab No: 22-227-0021 August 19, 2022 Hunter Landscape, Inc. 711 S. Fee Ana St Placentia, CA 92870 Attn: Chris Duran Project: Panattoni - Iurupa II - Fontana lob #: C21-148 Attached are the results of the analysis performed on a soil sample that was collected from the above - mentioned project site by the client and received by our laboratory on August 15, 2022. This sample was analyzed for nutrient levels, agriculture) suitability, and physical characteristics in preparation for a new landscape installation, Analytical Results and Comments The reaction of the soil is neutral at 7.0 on the pH scale with free lime favorably low. These levels are within the preferred range for most plants. Salinity (ECe), sodium, and boron are safely low. The sodium present is property balanced by calcium and magnesium with regard to soil structure and water infiltration, as indicated by the safe sodium adsorption ratio (SAR) of 0.3. Low magnesium retracts from otherwise favorable fertility. Zinc is high optimum indicating good reserve potential. The remaining nutrients are sufficient. The texture of the soil represented by this sample is'gravelly sand' with gravel larger than 2.0 mm comprising over 15% of the soil by dry weight. This, in combination with a wide distribution of particle sizes in the sand category, indicates that the soil at this site will have a tendency to consolidate and compact. The estimated water infiltration rate, which may vary with the degree of soil compaction, is a favorable 0.44 inches per hour. Organic content is low at 0.80% on a dry weight basis. Recommendations Surface Soil Preparation for Groundcover and Mass Planting If feasible, prior to amending the areas where severe compaction exists, the surface soil should be ripped or tilled to a 9-inch depth. Uniformly broadcast and blend the following with existing soil to a 6-inch depth. Materials Amount per 1000 sq. ft. Nitrogen fortified organic amendment 4 cu. yards (compost or redwood or fir sawdust) Magnesium Sulfate 5 lbs. *Rates and fertilizers may have to be adjusted depending on analysis of selected compost. 4741 East Hunter Ave., Ste. A Anaheim CA 92807 (714) 282-8777 0 (714) 282-8575 fax www.waypoi nta nalytical.com Waypoint,G ANALYTICAL Page 2 Hunter Landscape, Inc. August 19, 2022 Tree and Shrub Planting Guidelines 1. Excavate planting pits at least twice the diameter of the rootball. 2. The top of the football should be at or slightly above final grade. 3. The amended surface soil or a soil blend consisting of no more than 20% by volume organic matter should be placed in the upper 12 inches of backfill only. Soil below this depth should not contain any added organic matter because of the threat of plant disease and/or anaerobic soil conditions developing. 4. Place slow release fertilizer tablets in the upper 12 inches of ball at manufacturer's recommended rates. If fertilizer amended soil per the mass planting recommendation is used as a backfill the addition of slow release fertilizer tablets is not necessary. 5. Do not cover the original Football with other soil. Ideally, a temporary soil berm is often constructed around the outer edge of the football to help channel water into the rootball and than into surrounding soil until roots are established in the backfill and the Football is no longer the sole source of water for the plant. 6. Ideally, a weed and turf free zone, preferably 2-3 ft. in diameter, should be maintained just beyond the diameter of the planting hole. A 2-4 inch deep layer of coarse mulch can be placed around the tree or shrub; mulch should be kept a minimum 4-6 inches from the trunk. Maintenance Fertilization For turf, groundcover, and mass planting areas, uniformly broadcast sulfur coated urea at the rate of 5 lbs. per 1000 sq. ft.. The first application should occur approximately 45 days after planting or after the first mowing in turf areas, with repeat applications every 60-90 days or as growth and color dictate. In early fall and spring, substitute a complete fertilizer such as 16-6-8, or equal, for the sulfur coated urea at the rate of 6 Ite. per 1000 sq. fE to ensure continuing supplies of phosphorus and potassium. Tree and shrub plantings can be maintained with the above fertilizers; however, the frequency between applications should be every 120 days, with the first application 90 days after planting. Follow each fertilization with a thorough irrigation. When plants have become well established, fertilizer applications can be less frequent. As noted above, iron is below optimum. When micronutrients are low, especially in an alkaline soil, deficiencies can sometimes show in the plants. If deficiencies show once plants have become established, they may be addressed upon the first sign of deficiency. Iron deficiency symptoms are often characterized by yellow, almost white, interveinal Pri oresi; on the youngest growth. If these symptoms are apparent once plants are established, then application of iron chelate at the manufacturers label rate may improve appearance. Chelates are generally more effective on alkaline sails than some of the other forms of trace elements. If we can be of any further assistance, please feel free to contact us. Joe Kiefer, CCA Hunter Landscape. Inc. ® 474t East Huffer A+"e: lulls A 711 South Fee Ana Street Waypoint. .inahe3m, =? SZ€OJ b:om 71 282-8777 ` Fa-e 714-2€2.5575 Placentia CA 92870 ANALYTICAL +xwiv.avaypoinean ;jnt" Dom Project: Panattoni - Jumps It - Fontana Report No : 22-227-0021 Purchase Order: C21-148 Jotr#: C21-148 COMPREHENSIVE SOIL ANALYSIS DateRecd:08i15..2022 Date Printed : 08118 2022 Page: t of t Half Sat pH NO,-N Nth-N PO,P K Ca Mg Cu .---- Zn Mn Fc ----. '" ECe ppm plan ppm Pitonppm ppm ppm ppm pp- Ppm organic Sample DescnPtion-SamPIe ID --- poet as. ---- ---- ---- - ---- ---- %dry wt. Lab No. mepoet '.. Sufficiency Fmhom S+m SO 1a zo z: e .a a+ s�� a e 2+ c s o.,w 35511 i ---2a Low 2 Y ---- :2 i a ---. : 2 P 3 : 5 ---. > s :.„ --_ 46 Saturation Extract Values P cent of SempleP mg 2 mm Screen -- -. Gavel % -- -. - Ca Mg Na K B SOs SAR Sand Sdt Clay USDA Soil Cla nIffimtwn Lab No meo+L mMg meo.L mK ppm mSo4 Coarse Fine Very Coarse Med. to Very Fine W2-05 0.002 5,12 2-5 Co.-1.2 0.5 0.05-0.5 1.23 1fi - 12e R,i ffi3 36821 Gavoity Send 38511 HUNTER LANDSCAPE BENCH MARK: 711 S. Fee Ana Street SAN BERNARDINO COUNTY TBM PER FIELD BOOK 4015/848 PlacentiaCalifornia 92870 ELEVATION � 1019.83', DATUM � 1929 Ph: 714.986.2400 RAILROAD SPIKE S POWER POLE Mr. M, B CORNER Fax: 714.986.2408 POPLAR AVE de SANTA ANA AVE ESf. FROM BM 8-38. 7r10 N IG tEFo� DAYS HEM TTIU DID YOU DIG rou f I-eoo-sn-s-00 SEIII NALnrr SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE • CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. (NDSCAp O `a �� F9� � 4L 1/31/2023 d - P r 9r �� F OF CA',- PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA JURUPA AVENUE STREET IMPOVEMENTS DRAWN Br: Planting Details SCALE: AS NOTED, Thomas Hays DATE 11.7.22 Thomas DESIGNED BY: D47E JAN. 6th, 2023 CHECKED BY: APPROVED BY: O1 r O: 2023 C�SCa1J F�F? �•:V 6282 REV. DESCRIPTION DATE ENGR. CITY DATE GIA LAM KIM CITY ENGINEER R.C.E. 62296 DATE