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957n_ls2SEC 36, T.3 south, R.4 west VICINITY MAP LINTY OF RIVERSIDE NOTES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS TO BEGINNING CONSTRUCTION. PHONE: (951) 955-6790 FOR PERMIT CASES (C.U., P.U., OR VOLUNTARY), CABAZON AND AREA WEST PHONE: (951) 955-6885 FOR PARMEL MAPS AND TRACT MAPS PHONE: (760) 342-8267 FOR PERMIT CASES EAST OF CABAZON TF) R=:Z-17 DIAL BEFORE YOU DIG TOLL FREE 11 I ITWO WORKING NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR A GRADING PERMIT HAS BEEN SSUED. The private nndscope orchtrot signing these plans is responsible for onsuring the accuracy and ocaeptability of the ringn hereon. In the event of discrepancies arising after county approval or during caastucf:ao, the private landscape archils shall be responsible for determining an acceptable solutiap and revising the plans for auarova by the Bounty. COUNTY OF RIVERSIDE OX -OGISTICS BUILDING B PM NO.33942,PP NO.20699S] HARVILL Z 62,468/ 7,284 <c3 2. LANDSCAPED SLOPE AREAS: C S. F. 3. WATER QUALITY SWALES: I r 4. J 121/ 15 EA. 6 TOTAL NUMBER OF PALM TREES: n LIJ 6. Ld 0/ 0 n 7. CONCRETE HEADER: CC M Q J X,XXX/ X,XXX Z 9. LANDSCAPE LIGHTING: LJ EA. p r- Fes_ o L �75 ZONING F- 0V) LiJ LJ 0 F � ry < < Q o Z r) z 0 Q m Q c Lliry V) LLJ w Z a - Z z 0 Z \ 0 LL o L, r V) af o m Z SEC 36, T.3 south, R.4 west VICINITY MAP LINTY OF RIVERSIDE NOTES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS TO BEGINNING CONSTRUCTION. PHONE: (951) 955-6790 FOR PERMIT CASES (C.U., P.U., OR VOLUNTARY), CABAZON AND AREA WEST PHONE: (951) 955-6885 FOR PARMEL MAPS AND TRACT MAPS PHONE: (760) 342-8267 FOR PERMIT CASES EAST OF CABAZON TF) R=:Z-17 DIAL BEFORE YOU DIG TOLL FREE 11 I ITWO WORKING NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR A GRADING PERMIT HAS BEEN SSUED. The private nndscope orchtrot signing these plans is responsible for onsuring the accuracy and ocaeptability of the ringn hereon. In the event of discrepancies arising after county approval or during caastucf:ao, the private landscape archils shall be responsible for determining an acceptable solutiap and revising the plans for auarova by the Bounty. COUNTY OF RIVERSIDE OX -OGISTICS BUILDING B PM NO.33942,PP NO.20699S] HARVILL Z 62,468/ 7,284 <c3 2. LANDSCAPED SLOPE AREAS: C S. F. 3. WATER QUALITY SWALES: PANS 0 4. J 121/ 15 EA. 6 TOTAL NUMBER OF PALM TREES: n I 6. Ld 0/ 0 n 7. CONCRETE HEADER: CC M Q J X,XXX/ X,XXX S. F. 9. LANDSCAPE LIGHTING: Z EA. p TURF: Fes_ O GROSS �75 ZONING F- LiJ LJ a L, � 0 2 Z 0 Z 0 m Q Lliry -5;J w ce a - z w 0 oa LL o af o Li! Z z v Of 0 oz m Q > V) V) J LSI <a Z Ca �i C� V) ry > 0 Z O 1- J n < 1-1-1LLI Z Z U Li a C5Z Z D- rY LLJ Q 0- SEC 36, T.3 south, R.4 west VICINITY MAP LINTY OF RIVERSIDE NOTES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS TO BEGINNING CONSTRUCTION. PHONE: (951) 955-6790 FOR PERMIT CASES (C.U., P.U., OR VOLUNTARY), CABAZON AND AREA WEST PHONE: (951) 955-6885 FOR PARMEL MAPS AND TRACT MAPS PHONE: (760) 342-8267 FOR PERMIT CASES EAST OF CABAZON TF) R=:Z-17 DIAL BEFORE YOU DIG TOLL FREE 11 I ITWO WORKING NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR A GRADING PERMIT HAS BEEN SSUED. The private nndscope orchtrot signing these plans is responsible for onsuring the accuracy and ocaeptability of the ringn hereon. In the event of discrepancies arising after county approval or during caastucf:ao, the private landscape archils shall be responsible for determining an acceptable solutiap and revising the plans for auarova by the Bounty. COUNTY OF RIVERSIDE OX -OGISTICS BUILDING B PM NO.33942,PP NO.20699S] HARVILL Z 62,468/ 7,284 AVENUE 2. LANDSCAPED SLOPE AREAS: C S. F. 3. WATER QUALITY SWALES: PANS U`D 4. TOTAL NUMBER OF TREES: 121/ 15 EA. 5. TOTAL NUMBER OF PALM TREES: 0/ 0 EA. 6. w 0/ 0 S. F. 7. CONCRETE HEADER: a� M 8. WALL FACE GRAFFITI ABATEMENT: X,XXX/ X,XXX S. F. 9. LANDSCAPE LIGHTING: 1 0 EA. 00 TURF: 0/ 0 S. F. GROSS Of ZONING - IP, NEW INDUTRIAL BDLG. a L, � Z Z 0 <t 0 m Lliry w a r - z r LL o Zo Z v Of LLJ m Q > V) c.y J Z LLJ 1 �i e w ry F- _ a- 3: Q LAJ a 1-1-1LLI Z Z U Li a C5Z Z Q Z LLJ :2 F- O Q ch 0 t/S Q tt � Ch > o 0 Z <, Q ry �' 0 W Z a Ld » 0 t- J 0- n Q c Q a SEC 36, T.3 south, R.4 west VICINITY MAP LINTY OF RIVERSIDE NOTES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS TO BEGINNING CONSTRUCTION. PHONE: (951) 955-6790 FOR PERMIT CASES (C.U., P.U., OR VOLUNTARY), CABAZON AND AREA WEST PHONE: (951) 955-6885 FOR PARMEL MAPS AND TRACT MAPS PHONE: (760) 342-8267 FOR PERMIT CASES EAST OF CABAZON TF) R=:Z-17 DIAL BEFORE YOU DIG TOLL FREE 11 I ITWO WORKING NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR A GRADING PERMIT HAS BEEN SSUED. The private nndscope orchtrot signing these plans is responsible for onsuring the accuracy and ocaeptability of the ringn hereon. In the event of discrepancies arising after county approval or during caastucf:ao, the private landscape archils shall be responsible for determining an acceptable solutiap and revising the plans for auarova by the Bounty. COUNTY OF RIVERSIDE OX -OGISTICS BUILDING B PM NO.33942,PP NO.20699S] HARVILL LANDSCAPED FLAT AREAS: 62,468/ 7,284 AVENUE 2. LANDSCAPED SLOPE AREAS: LANDSCAPE S. F. 3. WATER QUALITY SWALES: PANS S.F. 4. SHEET INDEX MAP MARK BY ENGINEER DATE I agree to comply with the criteria of Ordinance No. 859.3 and to apply the criteria for the efficient use of water in the irrigation design plan. Land4e,TDe Architect IMMI APPR. DATE COUNTY 4/22/16 Date I agree to comply with the requirements of Ordinance No. 859 and submit a complete Landscape Documentation Package. Should the ordinance be revised, these plans may be subject to change based on the IApdated ordinance. 4/22/16 Date Continued Landscape maintenance provided by the owner per agreement dated 1/14/16. Contractor and/or owner is responsible for submitting a soil analysis report and documentation verifying implementations of its recommendations. Approval by the Transportation Department is for work in the road right-of-way. APN NUMBERS 295-301-052 PROJECT DIRECTORY OWNER: HGN Harley Logistics, LLC. One Time Maritime Plaza, Ste 1665 San Francisco, CA 94111 PHONE 951-582-9800 CONTACT PERSON: JACKSON SMITH LANDSCAPE ARCHITECT: HUNTER LANDSCAPE, INC. FEE ANA STREET PLACENTIA, CA 92870 PHONE 714-986-2400 CONTACT PERSON: TOM HAYES CIVIL ENGINEER: WEBB AND ASSOCIATES 3788 MCCRAY STREET RIVERSIDE, CA 92506 PHONE 951-686-1070 CONTACT PERSON: ROBERT BERNDT DRY UTILITY CONSULTANT: GREGG ELECTRIC 608 W. EMPORIA ONTARIO, CA 91762 PHONE 909-983-1794 CONTACT PERSON: RANDY FEHLMAN MAINTENANCE QUANTITIES (ONSITE/OFFSITE) 1. LANDSCAPED FLAT AREAS: 62,468/ 7,284 S. F. 2. LANDSCAPED SLOPE AREAS: 0/ 0 S. F. 3. WATER QUALITY SWALES: 0/ 0 S.F. 4. TOTAL NUMBER OF TREES: 121/ 15 EA. 5. TOTAL NUMBER OF PALM TREES: 0/ 0 EA. 6. DECOMPOSED GRANITE TRAILS: 0/ 0 S. F. 7. CONCRETE HEADER: 716/ 0 L. F. 8. WALL FACE GRAFFITI ABATEMENT: X,XXX/ X,XXX S. F. 9. LANDSCAPE LIGHTING: 1 0 EA. 10. TURF: 0/ 0 S. F. GROSS NET ACRES - 8.21 AC -357,627.6 SF ZONING - IP, NEW INDUTRIAL BDLG. INDEX OF SHEETS 1. COVER SHEET 2. HARDSCAPE PLAN 3. HARDSCAPE DETAILS 4. HARDSCAPE SPECIFICATIONS 5. IRRIGATION PLAN. 6. IRRIGATION PLANS 7. IRRIGATION PLAN 8. IRRIGATION LEGEND AND CALCULATIONS 9. WATERING SCHEDULES 10. IRRIGATION DETAILS 11. IRRIGATION DETAILS 12. IRRIGATION SPECIFICATIONS 13. IRRIGATION SPECIFICATIONS 14, PLANTING PLAN 15, PLANTING PLAN 16. PLANTING PLAN 17. SHADING PLAN 18. PLANTING DETAILS 19. PLANTING SPECIFICATIONS APPENDEX A - COUNTY SPECIFICATIONS PP25909 Date FOR PM33942 PP20699S4 Exhibit LAMD 4 (Privately maintained) Dated 7/29/2016 Sheets 1-19 Charge Inspection to PP25909 REPAIRED BY: BENCHMARK: /P No. 910029, PP No. -25909 bry COUNTY OF RIVERSIDE HUNTER LANDSCAPE, INC. PROJECT NAME 711 FEE ANA STREET KNOX LOGISTICS BUILDING B PLACENTIA, CA 92870 LANDSCAPE PLANS PHONE 714-986-2400/FAX 714-986-2408 COVER SHEET CERT NO.3681, EXP 01/31/2015 DATE: V: NEWCASTLE PARTNTERS n ( n a Ld F- F - z Lv F- ' n Ld z 0_ 05 LLJ f— ry W z z O t° - Q ry J— (10 5 Li rK _a Q J J cn ry Ljj O v w C.) z Q J 0 rn 00 ry O n LLI z 0 U5 LLJ �l r� LJ In z z O Q ry W ry Of W w z c z U.] r z C� in ry LeJ 0 U LJ 0 z Q GL n z Q LJ.' 0 z Cn 1- Z Ld JCo m Q z �O J I d 0- < _j dJ zz F F - z LLI LLJ 4 ry Q d O W L- n z O O z c.i O z Q J Q a - r) V) LJ > D- ry <a 1b 2 7 CARPOOL I CARPOOL HARDSCAPELEGEND 1. CONCRETE PAVING WITH NATURAL COLOR AND MEDIUM BROOM FINISH. TOOLED JOINTS AS SHOWN. 2. VEHICULAR CONCRETE PAVNG WITH NATURAL COLOR AND MEDIUM BROOM FINISH, TOOLES JOINTS AS SHOWN. CONCRETE BANDS 3' WIDE WITH LIGHT BROOM FINISH. 3. CONCRETE PAVING NATURAL COLOR AND MEDIUM ETCHED FINISH. SAWCUT JOINTS AS SHOWN. 4. TRASH/ASH URN QR-CAL2236W-C1-T1-B18-A-BLACK. ( 1 PER PATIO). AVAILABLE FROM QUICKCRETE PRODUCTS. 5. TABLES QR42FC-C1-TI AND QR42FC3-C1-T1 (1 PER PATIO) AVAILABLE FROM QUICKCRETE PRODUCTS. 6. METAL BIKE RACK MODEL 1602-07-M3, BLACK POWDER COAT. FROM PATTERSON AND WILLIAMS. ( 1 PER PATIO)AVAILABLE THROUGH DAVE BANG AND ASSOC. 800-669-2585. 7. DETECTABLE WARNING AREA WITH ELASTOMERIC COATING IN DARK GRAY COLOR. 3' WIDE PER CODE AT DROP OFF. o� 00� RTNOTE: dDWORK CONTAINED WITHIN THESE PLANS V'^"`A SHALL NOT COMMENCE UNTIL AN Q " DIAL ENCROACHMENT PERMIT AND(OR A TWO WORKING n W BEFORE/� DAYS BEFORE GRADING PERMIT HAS BEEN SSUED. > O YOU DIG YOU DIG 0 U TOLL FREE 1-800-227-2600 The private landscape architect signing these plans is responsible for assuring [ifthe accuracy and acceptability of the design hereon. In the event of discrepancies Q A PUBLIC SERVICE BY arising after county approval or during construction, the private landscape architect UNDERGROUND SERVICE ALERT shall be reTonsible for determining an acceptable solution and revising the plans for Q a approval by the county. FEV I Fw 7 NOTE I A PLANS MUST BE SUBMITTED SEPARATELY TO PLANNING FOR ADA / BUILDING& SAFETY REVIEW OF HARDSCAPE ELEMENTS AND AMENITIES. MARK I BY I DAtE REMONS APPR, I DATE ENUNI R COUNTY 1 6 5 4 I 1 I T1 5 � rl i7 - - - - REPARED BY: � �PNDSrgp� "A q HUNTER LANDSCAPE, INC. w m 711 FEE ANA STREET sa MYw PLACENTIA, CA 92870 R PHONE 714-986®2400/FAX 714-986-2408 OF CAi•\F0P- CERT N0.3681, EXP 01/31/2015 DATE: t{. n 7 EI n o�'�� w NOTE: PLANS FOR FINISH AND COLOR ONLY. SEE CIVIL PLANS FOR ADA COMPLIANCE. H: V: IP No. 110029, PP No. 25909 COUNTY OF RIVERSIDE PROJECT NAME KNOX LOGISTICS BUILDING B N V= 10' LANDSCAPE PLANS HARDSCAPE PLAN OF FOR: W.O. COUNTY NEWCASTLE PARTNTERS FILE NO. III��N I � r • p I i r ■ - w NOTE: PLANS FOR FINISH AND COLOR ONLY. SEE CIVIL PLANS FOR ADA COMPLIANCE. H: V: IP No. 110029, PP No. 25909 COUNTY OF RIVERSIDE PROJECT NAME KNOX LOGISTICS BUILDING B N V= 10' LANDSCAPE PLANS HARDSCAPE PLAN OF FOR: W.O. COUNTY NEWCASTLE PARTNTERS FILE NO. 24* 7 3° MIN, 8 5 �3! 6 10 1 9 3 d > 2 4 1 3 _ M r � 6 ------, 7 77777 LIJ �+ 7 7� 5 o 311 d 0 MIN. Expansion Joint at Wall r1s Sawcut Expansion Joint z LEGEND; 1 4 3 2 1. Concrete paving. See Detail 2, this sheet. m F— 2. Saw cut joint, 3/16" wide x 1" depth. z 3. 1/8" radius, typical O 4. Score joint, 3/16" wide x 314" deep. Z U_' LEGEND: 5. Speed dowel, #3 rebar x 18" long @ 24" o.c., at midpoint of slab section. a F7_ � �' 6. Tooled sealant, color to match adjacent paving.771 d CD 1. Poured in place concrete, see construction legend for finish and color. Broadcast silica sand on sealant while still wet. Provide sample for approval — O' Jointing per construction plan and legend. 7. Backer rod below sealant. I 2. #4 rebar @ 18" ox. each way, centered in slab unless otherwise noted in soils engineer's report. 8. 1/4"" width Polyfoam filler. Lilo- r 3. Compacted subgrade/sub-base per soil engineer's report. 9. Face of wall or curbface. Tooled Score Joint Sawcut Joint 71 4. 4" pedestrian/6" vehicular unless otherwise noted in soil engineer's report. 10. 90° edge. 2 Concrete Paving Scale:N.T.S Concrete Paving Joints Scale: N.T.S Lit LJ . d U _J d > d I!n . ry 0 n La Z_ Ld >O O ►,z d 0 U a w U 0U) Lj LiJ Z > U dOF= _J CL U d a_ X d z O w 0) 00 00 ry W Z z (D d (n (n W t- C) ft� d < d 0 LJ ~ Z of U) O LU C0 Z Z O Z U O w i ~d m Of d U Z U) -D O W 0- Z d Lil F- F F- 'S ry d Ld W Lil 12- LLJ z U O Z d M Z O Ll Of 1— I— O d oo w0 U 0D ZRTSEAL—LANDSCAPE NOTE: ARCHITECT REPARED BY: BENCHMARK: !P No. 110029, PP No. 25909 SHEET NO. o ¢ WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN �nraDsc �o AAF COUNTY OF RIVERSIDE V Q ._, DIALLIL ENCROACHMENT PERMIT AND/OR A ���"A HUNTER LANDSCAPE, INC. PROJECT NAME Two woRlciNG DAYS BEFORE BYouRDtG GRADING PERMIT HAS BEEN ISSUED. W Q5 0 711 FEE ANA EET KNOX LOGISTICS BUILDING B c=> > � You DIG a s,g 1U1eA r " ` PLACENTIA, CA 92870 LANDSCAPE PLANS VSHTS U F The private landscape architect signing these plans is responsible for assuring — ; ,'„” PHONE 714-986--2400/FAX 714-986--2408 EiaR®SCAPE DETAILS OF_1 TOLL FREE 1-500-227-2600 A PUBLIC SERVICE BY Z d U o- n the accuracy and accertahility of the design hereon. In the event of discrepancies arising after county approval or during construction, the private landscape architect DAIS 9TF o of CAl\F NAS( DY DATE APPR. FOR: W.O. COUNTY FILE N0. ' SCALE: d of n UNDERGROUND SERVICE ALERT shall be for dete mining an acceptable solution and re�s�g the plans for CDpN>Y CERT N 0.3681 , EXP 01/31/2015 DATE: H: v. NEWCASTLE PARTNTeRs a Dual b the count by the ENNIR M Ld Z 0 LLI r) F- r t Fn ry LIt 0 Y 0 W z 0 Ld Z t w 0 ry w m Z Z 0 Q V) C5 LLI rl Ld w Z 6 Z w z CD F ly Ld 0 0 W Z 0 z d a 0 Z Q 0 ry d 0 Z z oW 0 F_ _� M 1 Q z 0 0 a � Q J Z z Fo Z C3 M Of ry n O w C) z C5 z 0 o z << J Q LCL o � w Lir > 0 0 F_ CL n ry Qn w J < J Q U o J F- n z Q w ry Q a_ w LLI 0 0 Z <c z o ry F- 0 Q L� F- 00 0 0 Q rn F <r (~) Lj LLJ >0 O F- ryQ <C r DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONCRETE SPECIFICATIONS 1. SCOPE Furnish and install all concrete work complete as indicated on the drawings and specified, including: A. Furnish and set all reinforcing steel, bolts and anchors. B. Install all items required by other trades, which are to be cast into concrete. C. Concrete mow strips, footing for: walls, fencing, benches, etc., where applicable. 2. GENERAL All requirements of subsection 3.31, standard specifications for Public Works construction, shall apply except as specified herein. 3. MATERIALS A. Portland cement shall conform to ASTM -C150, Type I or Type II. B. Concrete aggregate shall conform to ASTM -C33. C. Water shall be clean, free from strong acids, alkali, oil or organic matter. D. Admixture for all formed concrete shall be SIKA Chemical Corp's "Plastiment", or approved equal, applied in strict accordance with manufacturer's directions. E. Reinf;i cementeinforcing steel ASTM -A15 and ASTM -A305. Wire fabric: ASTM -A185. F. Egims (1) Lumber shall be "construction grade" Douglas fir. (2) Plywood for forming of concrete which is exposed shall be Plyform. All plywood used for forming shall be at least 5/8" thick, and edge sealed. G. Expansion joint filler shall conform with ASTM -D1751 (pre -molded). 4. CONCRETE A. 0 lity (1) Contractor assumes responsibility for the design mix and guarantees the specified ultimate strength as indicated or specified herein. (2) Concrete, minimum 28 -day ultimate strength shall be 2,000 psi. (3) Ready -mixed concrete shall conform to ASTM -C94. B. Proportions and Consistency (1) The proportions of aggregate to cement shall provide a dense mixture, which will readily work into all corners of the forms and around all reinforcements without any segregation of the materials, cause excess free water to collect on the surface or cause excessive bleeding of the forms. _Qotrol The concretequality, proportions, consistency, etc., is subject to the approval of Owner, and no changes shall be made without his prior written approval. 5. FORMWORK A. Forms for concrete work shall be either metal or wood. Forms that are warped or that do not have a smooth straight upper edge shall not be used. Forms shall be set with the upper edge of the board true to line and grade and shall be staked rigidly in place with stakes set not more than four feet (4') apart so as to remain immovable throughout the construction. All forms shall be approved by Owner within a tolerance of one percent (1 %). All materials shall be accurately and separately weighed and mixing shall continue until the distribution of material is uniform and the mass of concrete is homogeneous. B. Two and one-half (2%) gallons of water per cubic yard, shall be withheld from the mix at the plant, and all or a portion may be added to the mix at the Job site as directed by the Inspector. The concrete shall be mixed at least 5 minutes after such water is added and not less than 3 minutes of this time shall be immediately prior to the discharge of the batch. Total mixing time after adding original water shall be at least 15 minutes. C. Concrete which is not placed within 90 minutes after the introduction of cement and water, and concrete which has stood for 30 minutes after leaving the mixer, shall not be used. 6. CONVEYING AND PLACING A. Before pouring, all forms shall be thoroughly cleaned and made tight. The bottoms of trenches shall be wet down before pouring footings; earth shall not be muddy at the time of pouring. Concrete shall not be placed until reinforcements, rough hardware, and forms are approved by the Owner. B. Before depositing new concrete against old concrete, all laitance shall be removed, and the surfaces roughened to expose the embedded aggregate. The surfaces shall then be covered with cement grout, using the specified mix with Y2 of the course aggregate omitted, 1 Y2 inches thick. C. Conveying and placing of concrete shall be done so as to prevent separation of ingredients, and in no case shall the free fall exceed 6 feet (6'). Tremies shall be used as required. Surfaces of concrete shall be kept reasonably level, with a minimum amount of concrete being allowed to flow after being placed. Placing shall be performed as s continuous operation until each section is completed. D. Concrete shall be spaded and vibrated with mechanical vibrators to a maximum subsidence, without separation of ingredients. The moving of concrete by vibration will not be permitted. 7. GROUT A. Grout shall be composed of one part Portland Cement and two parts of fine aggregate by volume. Materials shall be mixed dry and water added just sufficient to make the mixture flow under its own weight. For dry tamp cement grout, a minimum of water shall be added to the mix so that when wet sample is squeezed hard in the hand, surface moisture, but no free water, shall appear on the sample. Do not mix more than can be used in 30 minutes. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private landscape architect sgniog these plms is respoaslde for aSSuriag the accuracy and acceptability of the de* hereon. In the event of borepondes arising after county approval or during construct, the private landscope orehitet shall be responsible for detennhing an acceptable Aflon and re* the plans for r F 19a� APPR I DALE COUNTY 8. CURING AND PROTECTION A. All exposed surfaces of concrete shall be protected from damage due to temperature, elements, and construction operations. B. QjOng (1) All exposed surfaces of con shall be protected from premature drying and €reshly placed concrete shall t wet for a period o#ten days (10 after plating, In order at cunn water may reach b surfaces of walls, the forms shall be loosened and water shatl be poured over tits tops o€the walls and allowed to run down between the concrete and the forms. (2) All liquid curing compounds shall be used in accordance with the manufacturer's recommendations and shall not be used on surfaces receiving concrete hardener. 9. DEFECTIVE CONCRETE A. Concrete which is not in accordance with these specifications, out of line, level or plumb: showing structural cracks, rock pockets voids, spalls, honeycombing, exposed reinforcing or other damaged surfaces shall be considered as defective. B. All fins and irregularities shall be removed from exposed concrete surfaces while the concrete is still green. Where patching is required, all loose and uniform concrete shall be removed prior to patching. Minor rock pockets and honeycombing shall be patched with dry pack concrete. 10. CONCRETE FINISHES A. Flat surfaces shall be screedled to the required levels and slopes and then any excess water and laitance removed. Concrete shall be comppacted with a grid tamper and then floated to a true and level surface within the tolerance of 1J8 inch along a 10 inch straightedge. See plans for concrete finish in landscape areas. 11. EXPANSION JOINTS A. Placement of expansion joints shall be as directed and determined by layouts of slab markings noted e.j. on Drawings. Expansion joint materials shall be Quick Joint, or approved equal, or as noted in Plans. 12. PROTECTION A. All finished concrete work shall be barricaded to pedestrian traffic for three (3) days. Barricades shall be placed immedia after concrete finishing. The Contractor shall furnish, place and remove all of his own barricades. The Contractor shall be responsible for any damage to new construction and replacement or repair of the work shall be made without added cost to the Owner. 13. PATCHING If patching is necessary or permissible, a bonding agent such as Weld -Crete, or equal, shall be used. 14. CONCRETE CURBS Construct concrete curb at locations shown on Plans as detailed, true to line and grade, as approved by the local County or City. Use natural gray Portland Cement Concrete, 2,000 psi compressive strength. Locate expansion )joints as detailed or shown, and as directed, at intervals not to exceed fifteen fee (151. Finish with steel trowel, then brush with bristle brush parallel to face or edge. 15. CLEAN UP Upon completion of all concrete work and before final acceptance, the contractor shall remove all tools, surplus materials, apparatus, debris, etc., from the site and the site shall be left in a clean, neat condition acceptable to the Owner. HUNTER LANDSCAPE, INC. 711 FEE ANA STREET PLACENTIA, CA 92870 COUNTYPHONE 714-986-2400/FAX 714-986-241 CERT NO.3681, EXP 01/31/2015 DATE: OF RIVERSIDE BUILDINGPROJECT NAME KNOX LOGISTICS B LANDSCAPEPLANS 7. El 1. i f— RIGHT-OF-WAY ' '/ I EXISTING WATER LINE PER CIVIL PLANS \! m c9 LU Q I O � LLJ c � � II f� z Q III III / J J 3�n ry -- L ij ' c) �• G z J) Z to 1 59' 59' ° I/ o I1— 118' J V V < Z ry IAC ----------- O n z r!) ^_^ .1 SIDEWALK - BY OTHERS < 0- } LW _ Q Of ILL! cn 0/ p EXISTING WATER LINE r O v z � I— \ w Lw �p O 0 Q z � _J J Q ry Z O w Q CL '14 m} C) W C�..D ry d < O ck� Lli (10 v z z p Q z 0 Uj � W , � v z > r_ f— 1 1 z d 1. i f— RIGHT-OF-WAY ' '/ I EXISTING WATER LINE PER CIVIL PLANS \! z<z I �, 75; ry�= z ry 00 ry LLJ > E� T I NOTE: ® o WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN w DIAL I 'Two WORKING ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 0 W BEFORE DAYS BEFORE CD > 0 YOU DIG YOU DIG p F The private landscape architect signing these plans is responsible for assuring (j TOLL FREE 1-800-227-2600 the accuracy and acceptabtlily of the design hereon In the even' of discrepancies .J a- ` A PUBLIC SERVICE BY arising after county approval or during construction, the private landscope architect ry architect UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable soution and revising the plans for 11 approval by the county, / ®� MATCHLINE SEE SHEET 6 \ II (I II A-10 A-9 4,> 3/4,r 21�z" I l 1" 14.41 1" 8.82 I I I I L L n.nnnnn.R� / 1,yz„ LI _ —�2_= ------ 4 113/a A: �� 1r 1' / MARK I BY I DATE ENDNEER REASONS APPR. I DATE COUNTY 1" EXISTING BASIN _ _....___... _ ...._...-- REPARED BY: LPNDSC.j "A 9y HUNTER LANDSCAPE, INC. m 711 FEE ANA STREET PLAGENTIA, CA 92870 Re 11-12- a -ate PHONE 714-986-2400/FAX 714-986-2408 9TF OF CA0FO� CERT NO.3681, EXP 01/31/2015 DATE: 1" GENERAL NOTES: • PRIOR TO BACKFILLING, LANDSCAPE CONTRACTOR SHALL CONDUCT A PRELIMINARY FIELD INSPECTION OF THE IRRIGATION SYSTEM. • AN IRRIGATION AUDIT SHALL BE CONDUCTED BY A CERTIFIED IRRIGATION AUDITOR AND FINDINGS SHALL BE LISTED IN A REPORT. • LOCATION OF IRRIGATION LINES AND SYMBOLS ARE DIAGRAMMATIC. ALL IRRIGATION SHALL BE PLACED IN PLANTING AREAS EXCEPT WHEN CROSSING PAVEMENT. • NO LOW HEAD DRAINAGE ALLOWED. 1^ Z G) 1 ems+" N 1"=20' BENCHMARK: IP No. 910029, PP No. 2590.9 SHEET COUNTY OF RIVERSIDE PROJECT NAME KNOX LOGISTICS BUILDING B - LANDSCAPE PLANS IRRIGATION PLAN J OF1 5 SCALE:' FOR: W.O. COUNTY H: V: NEWCASTLE PARTNTERS FILE ND. LU I � w II f� Q III III / J J 3�n -- RIGHT-OF-WAY ' c) �• I¢ II J) ; to 1 59' 59' I/ 118' ¢ I <RIGHT-OF-WAY 1— IAC ----------- --- n z r!) SIDEWALK - BY OTHERS < LL 1 Of ILL! cn 0/ 1 CURB - BY OTHERS EXISTING WATER LINE z<z I �, 75; ry�= z ry 00 ry LLJ > E� T I NOTE: ® o WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN w DIAL I 'Two WORKING ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 0 W BEFORE DAYS BEFORE CD > 0 YOU DIG YOU DIG p F The private landscape architect signing these plans is responsible for assuring (j TOLL FREE 1-800-227-2600 the accuracy and acceptabtlily of the design hereon In the even' of discrepancies .J a- ` A PUBLIC SERVICE BY arising after county approval or during construction, the private landscope architect ry architect UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable soution and revising the plans for 11 approval by the county, / ®� MATCHLINE SEE SHEET 6 \ II (I II A-10 A-9 4,> 3/4,r 21�z" I l 1" 14.41 1" 8.82 I I I I L L n.nnnnn.R� / 1,yz„ LI _ —�2_= ------ 4 113/a A: �� 1r 1' / MARK I BY I DATE ENDNEER REASONS APPR. I DATE COUNTY 1" EXISTING BASIN _ _....___... _ ...._...-- REPARED BY: LPNDSC.j "A 9y HUNTER LANDSCAPE, INC. m 711 FEE ANA STREET PLAGENTIA, CA 92870 Re 11-12- a -ate PHONE 714-986-2400/FAX 714-986-2408 9TF OF CA0FO� CERT NO.3681, EXP 01/31/2015 DATE: 1" GENERAL NOTES: • PRIOR TO BACKFILLING, LANDSCAPE CONTRACTOR SHALL CONDUCT A PRELIMINARY FIELD INSPECTION OF THE IRRIGATION SYSTEM. • AN IRRIGATION AUDIT SHALL BE CONDUCTED BY A CERTIFIED IRRIGATION AUDITOR AND FINDINGS SHALL BE LISTED IN A REPORT. • LOCATION OF IRRIGATION LINES AND SYMBOLS ARE DIAGRAMMATIC. ALL IRRIGATION SHALL BE PLACED IN PLANTING AREAS EXCEPT WHEN CROSSING PAVEMENT. • NO LOW HEAD DRAINAGE ALLOWED. 1^ Z G) 1 ems+" N 1"=20' BENCHMARK: IP No. 910029, PP No. 2590.9 SHEET COUNTY OF RIVERSIDE PROJECT NAME KNOX LOGISTICS BUILDING B - LANDSCAPE PLANS IRRIGATION PLAN J OF1 5 SCALE:' FOR: W.O. COUNTY H: V: NEWCASTLE PARTNTERS FILE ND. DO` f� / -- RIGHT-OF-WAY ' c) �• I¢ J) ; to ¢ <RIGHT-OF-WAY 1— ' - n z r!) < LL Of ILL! cn 0/ EXISTING WATER LINE z O PER CIVIL PLANS z �p O ' C 1 [C Z O w Q '14 m} ry < O (10 _ LU r Uj , r_ 1 1 z 5 z<z I �, 75; ry�= z ry 00 ry LLJ > E� T I NOTE: ® o WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN w DIAL I 'Two WORKING ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 0 W BEFORE DAYS BEFORE CD > 0 YOU DIG YOU DIG p F The private landscape architect signing these plans is responsible for assuring (j TOLL FREE 1-800-227-2600 the accuracy and acceptabtlily of the design hereon In the even' of discrepancies .J a- ` A PUBLIC SERVICE BY arising after county approval or during construction, the private landscope architect ry architect UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable soution and revising the plans for 11 approval by the county, / ®� MATCHLINE SEE SHEET 6 \ II (I II A-10 A-9 4,> 3/4,r 21�z" I l 1" 14.41 1" 8.82 I I I I L L n.nnnnn.R� / 1,yz„ LI _ —�2_= ------ 4 113/a A: �� 1r 1' / MARK I BY I DATE ENDNEER REASONS APPR. I DATE COUNTY 1" EXISTING BASIN _ _....___... _ ...._...-- REPARED BY: LPNDSC.j "A 9y HUNTER LANDSCAPE, INC. m 711 FEE ANA STREET PLAGENTIA, CA 92870 Re 11-12- a -ate PHONE 714-986-2400/FAX 714-986-2408 9TF OF CA0FO� CERT NO.3681, EXP 01/31/2015 DATE: 1" GENERAL NOTES: • PRIOR TO BACKFILLING, LANDSCAPE CONTRACTOR SHALL CONDUCT A PRELIMINARY FIELD INSPECTION OF THE IRRIGATION SYSTEM. • AN IRRIGATION AUDIT SHALL BE CONDUCTED BY A CERTIFIED IRRIGATION AUDITOR AND FINDINGS SHALL BE LISTED IN A REPORT. • LOCATION OF IRRIGATION LINES AND SYMBOLS ARE DIAGRAMMATIC. ALL IRRIGATION SHALL BE PLACED IN PLANTING AREAS EXCEPT WHEN CROSSING PAVEMENT. • NO LOW HEAD DRAINAGE ALLOWED. 1^ Z G) 1 ems+" N 1"=20' BENCHMARK: IP No. 910029, PP No. 2590.9 SHEET COUNTY OF RIVERSIDE PROJECT NAME KNOX LOGISTICS BUILDING B - LANDSCAPE PLANS IRRIGATION PLAN J OF1 5 SCALE:' FOR: W.O. COUNTY H: V: NEWCASTLE PARTNTERS FILE ND. w w o ` � � cn Q Q I-- ry V) w m I-- z z0 0 z 0.� z O � 0 <t m „n < m z r$� c O __j W m l w n, n >- <t z � O G1 F- v � r LLJ w w w (O J ry Q o W 0 a 0 O z Ld U p O Z 0 Q 001 w Q z 0 p (n U z > O Q Q C.D CSL ry m <r o It o L z w `E ci- ` � o z <t o ry o i- Uj z < r w ry V) O m Z z0 0 Of 0 z 0 <t m <[ z o W n z Q w z F- r F- ry Q LLJ w w w w z 0 Q z z g O ryH 0 <I 0 z xI 001 x 0 m U-1 7 01 0 zi . V cn ry F- C.D m 01 ow C? j C, z � U J ry GL d d a_ DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG 800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND(OR A GRADING PERMIT HAS BEEN SSUED. The private landscape architect sgning `hese plans is responsible for assuring the accuroey and acceptability of the design hereon. In the event of discrepancies adsing after county approval or during construction. the private londscope architect steal, be responsible for determiaing on acceptable solution and revising the plans for MARK I BY I DATE EhER RNSIONS _ MATCHLINE SEE SHEET 7 POC 1 1/2" POTABLE WATER METER. VERIFY SIZE AND LOCATION IN FIELD. STATIC WATER PRESSURE 67psi PER LOCAL WATER AGENCY. WATER PRESSURE TEST MUST BE COMPLETED, IF WATER PRESSURE IS INSUFFICIENT TO OPERATE SYSTEM, A PUMP SHALL BE INSTALLED. IT IS RECOMMENDED THAT CONDUIT BE INSTALLED TO ANTICIPATE A PUMP. Li�ld�i: • = �:�:7e11��9���Y�7:7 APPR. I DATE COUNTY A.P.N. 295-310-011 GENERAL NOTES: • PRIOR TO BACKFILLING, LANDSCAPE CONTRACTOR SHALL CONDUCT A PRELIMINARY FIELD INSPECTION OF THE IRRIGATION SYSTEM. • AN IRRIGATION AUDIT SHALL BE CONDUCTED BY A CERTIFIED IRRIGATION AUDITOR AND FINDINGS SHALL BE LISTED IN A REPORT. • LOCATION OF IRRIGATION LINES AND SYMBOLS ARE DIAGRAMMATIC. ALL IRRIGATION SHALL BE PLACED IN PLANTING AREAS EXCEPT WHEN CROSSING PAVEMENT. • NO LOW HEAD DRAINAGE ALLOWED. MATCHLINE SEE SHEET 5 HUNTER LANDSCAPE, INC. r P sgaNe m 711 FEE ANA STREET PLACENTIRa°�e'°ap PHONE 714 986 2400/FAX 714-986-2408 CERT N0.3681, EXP 01/31/2015 BENCHMARK: I IP No. 110029, PP No. 25909 V: COUNTY OF RIVERSIDE PROJECT NAME KNOX LOGISTICS BUILDING B LANDSCAPE PLANS IRRIGATION PLAN FOR: W.O. COU NEWCASTLE PARTNTERS FILE NO.ON 101 a. "< LLJ d � 0 4 ¢ U V) 0 I Q o n z F_ Qf V) LLI r m z z 0 z IW 0 `` J to < m z F_ c`�> 0 mJ I F3 n LL1 d— GC Q J z LLI W F- Qry a- Lil in z w z o z F-- 0 v Q Lk Q L) Lj > U Z 0 F- n ry m Q <Ln Lil 00 tz LTJ z CD %4b af< d ° < w vi Q L� m F_ Z ZD D z 0 z 0 Lj I Q J U) J Lr l j� 0— ~ c < w ry Q w w w z o0 z z 0 W ry F— (- 0 Q LL F- c z ry 0 0II'. U) v n LLl > 0 z [C C) d Lli z C)w > (J z ry 0 0 V - J n W 0- Q n DIAL BEFORE YOU DIG TOLL FREE i I i RIGHT-OF-WAY II ' CONTAINEDi!IIIi! II ISO'. WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN TWO WORKING ENCROACHMENT PERMIT AND OR A GRADING PERMIT HAS BEEN SSUED. /DAYS BEFORE YOU DIG The private landscape architect signing these plans is responsible for assuring —800-227-2600 the accuracy and acceptability of the design hereon. In the event of cls oncies A PUBLIC SERVICE BY arising after county approval or during construction, Ike advate landscape af0itecl UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable sdution and revising the plans for approval by the count . tV / SIDEWALK - BY OTHERS CURB - BY OTHERS – ' L F II-wciT –——— — — — — — — N 3/,, / / / >C�4T� OF EXISTING IRRIGATION WATER METER PER CIVIL PLANS MARK I BY II DATE ENWER I REMONS MA CHLINE SEE BELOW RIGHT EXISTING BASIN / 2Y2 3/ 11 I r 4'" I A-22 A-23 1Yz'� 3 P24 I 3/4 , / p .i,.: 'ANW a�f— �Oe I�IO/II/1�e/ 7/IIlfl�lts..i/Oi r -- - --- - - - -y/ mmmmm 295-310-011 GENERAL NOTES: • PRIOR TO BACKFILLING, LANDSCAPE CONTRACTOR SHALL CONDUCT A PRELIMINARY FIELD INSPECTION OF THE IRRIGATION SYSTEM. • AN IRRIGATION AUDIT SHALL BE CONDUCTED BY A CERTIFIED IRRIGATION AUDITOR AND FINDINGS SHALL BE LISTED IN A REPORT. • LOCATION OF IRRIGATION LINES AND SYMBOLS ARE DIAGRAMMATIC. ALL IRRIGATION SHALL BE PLACED IN PLANTING AREAS EXCEPT WHEN CROSSING PAVEMENT. • NO LOW HEAD DRAINAGE ALLOWED. IN — E LEFT II w D Z W LI'2 —I I > I -i- RIGHT-OF-WAY Q I = 2Y2" e IIy l \. .�\ll\l\ll\\\\\\l\ \\\l\\\ EXISTING WATER LINE PER CIVIL PLANS 111\\l\\l\\ , J/ // , / ✓/ / RIGHT-OF-WAY A-21 F; V 113.5 / A-20 1114"h N 3/,, / / / >C�4T� OF EXISTING IRRIGATION WATER METER PER CIVIL PLANS MARK I BY II DATE ENWER I REMONS MA CHLINE SEE BELOW RIGHT EXISTING BASIN / 2Y2 3/ 11 I r 4'" I A-22 A-23 1Yz'� 3 P24 I 3/4 , / p .i,.: 'ANW a�f— �Oe I�IO/II/1�e/ 7/IIlfl�lts..i/Oi r -- - --- - - - -y/ mmmmm 295-310-011 GENERAL NOTES: • PRIOR TO BACKFILLING, LANDSCAPE CONTRACTOR SHALL CONDUCT A PRELIMINARY FIELD INSPECTION OF THE IRRIGATION SYSTEM. • AN IRRIGATION AUDIT SHALL BE CONDUCTED BY A CERTIFIED IRRIGATION AUDITOR AND FINDINGS SHALL BE LISTED IN A REPORT. • LOCATION OF IRRIGATION LINES AND SYMBOLS ARE DIAGRAMMATIC. ALL IRRIGATION SHALL BE PLACED IN PLANTING AREAS EXCEPT WHEN CROSSING PAVEMENT. • NO LOW HEAD DRAINAGE ALLOWED. IN — E LEFT MATUri LINE SEE SHEET 6 SEAL -LANDSCAPE ARCHITECT BENCHMARK: REPARED BY: ��O �pNDSCAp� "A q s HUNTER LANDSCAPE, INC. e s9��\p 711 FEE ANA STREET PLACENTIA, CA 92870 Y Rerewa'°e$ PHONE 714-986-2400/FAX 714-986-2408 Y6 tP>9� APPR. DA1E P OF CAX-\FC CERT NO.3681, EXP 01/31/2015 DATE: SCA H CWNTYV: 3�4" A-29 ��� � 1 �� 5.86. � vvvvllvllvy vvvll ,' A-30 111 2.17 I 1112" N - \ 1" = 20' 0 10' 2{7f 40' 80 9 12 IP No. 110029, PP No. 25909 SHE COUNTY OF RIVERSIDE PROJECT NAME KNOX LOGISTICS BUILDING B LANDSCAPE PLANS IRRIGATION PLAN 7OF FOR: W.O. COUNTY NEWCASTLE PARTNTERS FILE NO. / / l \. .�\ll\l\ll\\\\\\l\ \\\l\\\ 111\\l\\l\\ , J/ // , / ✓/ / MATUri LINE SEE SHEET 6 SEAL -LANDSCAPE ARCHITECT BENCHMARK: REPARED BY: ��O �pNDSCAp� "A q s HUNTER LANDSCAPE, INC. e s9��\p 711 FEE ANA STREET PLACENTIA, CA 92870 Y Rerewa'°e$ PHONE 714-986-2400/FAX 714-986-2408 Y6 tP>9� APPR. DA1E P OF CAX-\FC CERT NO.3681, EXP 01/31/2015 DATE: SCA H CWNTYV: 3�4" A-29 ��� � 1 �� 5.86. � vvvvllvllvy vvvll ,' A-30 111 2.17 I 1112" N - \ 1" = 20' 0 10' 2{7f 40' 80 9 12 IP No. 110029, PP No. 25909 SHE COUNTY OF RIVERSIDE PROJECT NAME KNOX LOGISTICS BUILDING B LANDSCAPE PLANS IRRIGATION PLAN 7OF FOR: W.O. COUNTY NEWCASTLE PARTNTERS FILE NO. IRRIGATION SCHEDULE 5nmo- L L%00 GST Q H F SYMBOL <C En � to W C1 ry V) W r m E"- A Z [� Z U 0 Ld PZ Q d Z rn n I 8 5.0 7.0 10.0 C Q J Z r 'r d U i- \ W W _J Q d ry Ll W 0 Z 00 > Z 0 V) 0- 0 Q LLL ® W Lj Z > 0EL n of W Ch h No 0 Z n Q r 0 LLJ a Z Vi d I` LL_ Water Source Information: FLOW AVAILABLE V) b „� m r;:=c '+act: F\ 75.00 gpm PRESSURE AVAILABLE Z Z 66.00 psi 0 ry 5.00 ft Service Line Size: 41, 0 *0LLJ I < DESIGN ANALYSIS Do �- Maximum Station Flow: 20.40 gpm 0 Z 75.00 rpm Residual Flow Available: O V) A-20 Design Pressure: Llid V 0.00 psi Q 0.43 psi <w 0.04 psi Loss through Valve: 23.13 psi Pressure Rett. at Critical Station: 43.61 psi Loss for Fittings: 0.01 psi Loss for Main Line: 0.10 psi Loss for POG to Volvo Elevation: n Ld 12.26 psi Loss for Master Valve: Z0n Loss for Water Meter: LLJ Z 60.40 psi Pressure Available: t Residual Pressure Available: Z Z Ld M O Trees are not required to be listed as a separate hydrozone if understory is planted with plants W I- © 0O W W ry 0 n >' o <i v UJ © UJ cr Z W n Q' i1 Q d r] V MV•. J Bf 0 Bal �Er MANUFACTURER/MODEL/DE5CR I PT I ON Rain Bird 1806-5AM-5 Series Stream w/ P05 Stream Bubbler 6.0" popup with check valve, pressure compensating screen. MANUFACTURER/M321;)EL/DE5CRi PTION Rain Bird XCZ-IOD-PRE-COM Medium Plus Flow Drip Control Kit for Commercial Applications. I" Ball Valve with I" PF55 Valve and I" Pressure Regulating 40psi ouick-Check Basket Filter. 3gpm to 20gpm. Rain Bird MDCFCAP Dripline Flush Valve cop in compression fitting coupler. Rain Bird ARVO75 3/4" Air Relief Valve, made of gyaiity rust -proof materials, with a 6.0" drip valve box (SEB 1X5 emitter box). Use with installation below Boll. The valve will allow air to escape the pipeline, thus preventing water hammer or blockage. Rain Bird PGT Single Outlet Emitter Pressure Compensating Threaded Low -Flow Bubblers. Offered in 5 GPH, 7 GPH, and 10 GPH models, wlth 1/2" FPT threaded inlet. Light Brown = 5 GPH, Violet = 7 GPH, and Green = 10 GFH. Area to Receive Dripline Hunter PLD -04-18 (IS) 1. Line Pressure Compensating Landscape Dripline with Built -In Check Voive. 0.46PH emitters of 15.0" O.G. Dripline laterals spaced at 18.0" apart, with emitters offset for triangular pattern. UV Resistant. Area to Receive Dripline Hunter PLD -04-18 (24) (2) In -Line Pressure Compensating Landscape Dripline with Built -In Check Valve. 0.45PH emitters at 18.0" O.G. Dripline laterals spaced at 24.0" apart, with emitters offset for triangular pattern. UV Resistant. Area to Receive Dripline Hunter PLD -04 -IS (36) (3) in Line Pressure Compensating Landscape Dripline with Built -In Check Valve. 0.46PH emitters at IS.O" O.G. Dripline laterals spaced at 36.0" apart, with emitters offset for triangular pattern. UV Resistant. MANUFACTURER/MODEL/DE5CRI PTI ON Rain Bird FEB ", 1-1/211,211 Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration. Rain Bird 33-DLRG 3/4" Brass Oulck-Coupling Valve, with Corrosion -Resistant Stainless Steel Spring, Locking Thermoplastic Rubber Gover, Double Track Key Lug, and 2 -Piece Body. Nibco T -580 -56 -R -66-1-L Stainless steel ball valve shut off valve Nibco T-113 Glass 125 bronze gate shut off valve with wheel handle, some size as mainline pipe diameter at valve location. Size Range - 1/4" - 3" Rain Bird FE55 2" ", 1-1/2", 2" Plastic Industrial Volves. Low Flow Operating Capability, Globe Configuration. Wlth Scrubber Technology for Reliable Performance in Dirty Water Irrigation Applications. Febco 825'( 2" Reduced Pressure Backflow Preventer ET Water 205W-40 Commercial Controller, 40 station capacity. With wireless connection. Durable, weather resistant, aluminum enclosure with locking cabinet for indoor/outdoor use. Wall Mounting and Pedestal Installation Available. Rain Bird RSD-BEx Rain Sensor, with metal latching bracket, extension wire. Hunter FLOW-GLIK-200 Flow Sensor SOV with interface Panel, 2" Schedule 40 Sensor Body, 24 VAG, 2 amp, install Interface Panel as reoyired. V.I.T. Products 555C-45CR Low profile, tube and wire construction smooth touch surface, cold rolled steel, backflow enclosure. 46.5"L, 28"H, 17.15"W (IIS.IIcm L, 71.12cm H. 45.085cm W). QTY P51 DETAIL 256 25 a[/SHEET 4 QTY 21 2/5HEET10 46 5/SHEET IO 14 4/5HEET IO 166 al/SHEET 9 2,461 s.f. 43,018 s.f :s QTY 12 R WORK CONTAINED WTHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. the private landscape architect s�ning these plans is respas�e fo assu ng the accuracy and acctab1ty of the design herecm. In the event of discrepancies arising after county approval or during casfructia, the p vire landscape architect shall be responsible for determining an acceptable solution and revismg the pions for approval by the county. 3/SHEET 10 3/5HEET10 3/SHEET IO 4/SHEET ci 5/SHEET q 5/SHEET q 3/SHEET q 4/SHEET 11 2/SHEET ci 1/SHEET zI 6/5HEET10 7/5HEET10 2/5HEET q Water Meter 1-1/2" 1 Irrigation Lateral Line: PVC 5ch 40 Pipe 8,778 Lf, Only lateral transition pipe sizes I" and above are indicated on the plan, with all others being 3/4" in size. ® - - Irrigation Mainline: PVG Schedule 40 and Glass 315 Pipe 1,575 IS. PVC Schedule 40 to 2", PVC Glass 515 5DR 13.5 for pipes 2 1/2" and larger. Pipe Sleeve: PVC, Schedule 40 772.1 I.f. ze CRITICAL ANALYSIS Generated: 2015-07-17 10:51 P.O.G. NUMBER:01 Water Source Information: FLOW AVAILABLE Plant Type Water Meter Size: r;:=c '+act: Flow Available: 75.00 gpm PRESSURE AVAILABLE Static Pressure at POG: 66.00 psi Elevation Change. 5.00 ft Service Line Size: 41, Length of Service Line: 20.00 ft Pressure Available: 64.00 psi DESIGN ANALYSIS Maximum Station Flow: 20.40 gpm Flow Available at POG: 75.00 rpm Residual Flow Available: 54.60 gpm Critical Station: A-20 Design Pressure: 20.00951 Elevation Loss: 0.00 psi Friction Loss: 0.43 psi Fittings Loss: 0.04 psi Loss through Valve: 23.13 psi Pressure Rett. at Critical Station: 43.61 psi Loss for Fittings: 0.01 psi Loss for Main Line: 0.10 psi Loss for POG to Volvo Elevation: 0.00 psi Loss for Backflow: 12.26 psi Loss for Master Valve: 3.70 psi Loss for Water Meter: 0.72 psi Critical Station Pressure at POG: 60.40 psi Pressure Available: 64.00 psi Residual Pressure Available: 3.60 psi GENERAL NOTES: • PRIOR TO BACKFILLING, LANDSCAPE CONTRACTOR SHALL CONDUCT A PRELIMINARY FIELD INSPECTION OF THE IRRIGATION SYSTEM. • AN IRRIGATION AUDIT SHALL BE CONDUCTED BY A CERTIFIED IRRIGATION AUDITOR AND FINDINGS SHALL BE LISTED IN A REPORT. • LOCATION OF IRRIGATION LINES AND SYMBOLS ARE DIAGRAMMATIC. ALL IRRIGATION SHALL BE PLACED IN PLANTING AREAS EXCEPT WHEN CROSSING PAVEMENT. • NO LOW HEAD DRAINAGE ALLOWED. Riverside County Ordinance 859 Landscape Water Use Calculations Project Type Commercial (insert Project Name, Descriplilon) AS ETo allowance Applicant to use droop down menus in cells that indicate a selection to describe each hydrazone. Where "INPUT' is shown, applicant to enter project specific information. Please note that embedded formulas will meet as 'false` or as an error until selections are completed. '! Maximum Annual Water Allowance (Il INPUT the total square footage of landscape S.F. INPUT the Hist. ETO for the area=[ 55.10 MAWA = 131,323 cu ft / yr 2 Estimated Annual Water Use (EAWU) Plant Type Water Use Hydrazone # 1 Plant Factor= 0.2 INPUTSquare Foot Area of Hydrozone 62,953 Hydrozone Irrigation Efficiency = Q80 '9 <fwd' EAWU = 71778 cu ft / yr Plant Type Hydrozone # 2 Plant Factor= 0.2 r;:=c '+act: INPUT square footage of hydrozone1,305 Hydrazone Irrigation Efficiency = 0.55 ars EAWU = 1,40 eu ft. yr Plant Type Hydrozone # 3 Plant Factor= v �0 INPUT square footage of hydrozone =LJ Hydrazone Irrigation EfTreiency = 1 r,/ EAWU = cu ft / yr Plant Type Hydrozone # 4 P�lant Factor = 0 INPUT square footage ofhydrozone =E== Hydrozone Irrigation Efficiency = 3 r'a EAWU = Cu ft i yr Plant Type Hydrozone # 5 Plant = 0 �Factor INPUT square footage of hydrazone =L..-� Hydrozone imgation Efficiency = 1 W-1 EAWU = ou ft / yr Plant Type Hydrozone # 6 Plant Factor = 0 INPUT square footage of hydrozone =® Hydrozone Imgation EtTtciency = 1 +10 EAWU = u cu ft / yr SubTotal EAWU = 73,280 cu ft / yr Input Irrigation System Operation Factor 0.85 Total EAWU = 86,212 MAWA- EAWU = 45,111 Cu ft / yr (this number must be positive) ERCENTAGE OF WATER SAVED RELATIVE TO MAX. ALLOWED = 34% Trees are not required to be listed as a separate hydrozone if understory is planted with plants of an equal or higher plant factor, and foot area is already included in calculations. Water Use L011, Water Use >ra T4' i Water Use R'f' Water REPAIRED BY: Mr-INUMMAKIN: IP No. 110029, PP No. 25909 COUNTY OF RIVERSIDE HUNTER LANDSCAPE, INC. PROJECT NAME 711 FEE ANA STREET KNOX LOGISTICS BUILDING B PLACENTIA, CA 92870 LANDSCAPE PLANS PHONE 714-986-2400/FAX 714-986-2408 IRRIGATION LEGEND AND CALCULATIONS FOR:W.O.COUNTY CERT NO.3681, EXP 01/31/2015 DATE: SGAL v: NEWCASTLE PARTNHRs FILE NO. 11710 C.1 MODEL TYPE PRECIP Z MON Z VC -D CZh PRI <i IN. WEEK MIN./WEEK 6AL./WEEK C_AL/DAY NUMEER MODEL 4 FRECiF 5UN w n& << THU Q 5AT Q w Gl 0AL,/DAY z Rain Bird XCZ-100-PR5-00M Area for Dripline 0.22 Q � L 25 min 25 min F- U_ ry 25 min in O UJI M 152.5 F Rain Bird XGZ-100-PRE-00M Area for Dripline 0.22 - Z 63 min Z 63 min Z O Z 6✓ min O r: O t'tz w I O rl W )_ F_ 4s� _I 1 3 min 3 min m Z 33.7 4.8 0 O V) 2.55 J 6 min a 6 min n Z � 6 min �L W 8'7.17 12.5 A-3 Rain Bird FEB <c J in/h F- 3 min Z t w H 3 min 3: Ld H A-3 n Subtler 2,44 in/h 6 min W W U C) 6 min 6 min Z <t Z z F - A-4 O <a 0.30 rY i - F --O IS min 18 min < 18 min n 0.62 125 fl t.�.i � ZO Rain Bird XGZ-100-FRB-COM V) 0.30 in/h 47 min Z Z W n Ld 47 min 0 7 0 Z O Q O 2.44 V) F- 3 min Q O .. U) a_ W Ld Q � C-7 Rain Bird FEB � W OfC 6 min > 0 6 min 6 min 6 min 6 min 1.62 40 720 102.01 Q r1 a Q Win 3 min 3 min 3 min 5 min 3 min Q 0- Li MODEL TYPE PRECIP SUN MON TUE VC -D CZh PRI Q IN. WEEK MIN./WEEK 6AL./WEEK C_AL/DAY NUMEER MODEL 4 FRECiF 5UN Li n& WED THU r Q 5AT Q w Gl 0AL,/DAY A-1 Rain Bird XCZ-100-PR5-00M Area for Dripline 0.22 Q � L 25 min 25 min F- U_ ry 25 min t!) O Li 152.5 F Rain Bird XGZ-100-PRE-00M Area for Dripline 0.22 - Z 63 min Z 63 min O O 63 min 6✓ min 0 440 O t'tz w I Drip Emitter 2.55 m )_ cr_ 3 min < J 3 min 3 min U Z O 33.7 4.8 A-2 Rain Bird XGZ-100-PRS-COM Drip Emitter 2.55 in/h 6 min Li 6 min 6 min Z � 6 min �L W 8'7.17 12.5 A-3 Rain Bird FEB Bubbler 2.44 in/h F- 3 min 3 min t w 5 min 3 min 3: Ld 41.1 A-3 n Subtler 2,44 in/h 6 min z 6 min U C) 6 min 6 min Z <t Z z Ld 102.9 A-4 O Area for Dripline 0.30 rY i - F --O IS min 18 min < 18 min IS min 0.62 125 V) 15.4 ZO Rain Bird XGZ-100-FRB-COM V) 0.30 in/h 47 min 47 min 47 min U n Ld 47 min ® 7 0 40.3 A-5 Q Bubbler 2.44 V) F- 3 min 3 min <Li .. 3 min 3 min a Ld 288 41.1 A-5 Rain Bird FEB z 2.44 OfC 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1.62 40 720 102.01 Q r1 WATERING SCHEDULE for January and February WATERING SCHEDULE for May thru September NUMBER MODEL TYPE PRECIP SUN MON TUE VC -D THU PRI 5AT IN. WEEK MIN./WEEK 6AL./WEEK C_AL/DAY NUMEER MODEL TYPE FRECiF 5UN MON n& WED THU FRI 5AT IN./WEEK MINdWEEK SAL /WEEK 0AL,/DAY A-1 Rain Bird XCZ-100-PR5-00M Area for Dripline 0.22 in/h 25 min 25 min 25 min 25 min 25 min 25 min 25 min 0.62 169 1,06'7 152.5 A-1 Rain Bird XGZ-100-PRE-00M Area for Dripline 0.22 in/h 63 min 63 min 63 min 63 min 63 min 63 min 6✓ min 1.62 440 2,111 3ft.df A-2 Rain Bird XGZ-100-PR5-00M Drip Emitter 2.55 in/h 3 min 5 min 3 min 3 min 3 min 3 min 3 min 0.62 15 33.7 4.8 A-2 Rain Bird XGZ-100-PRS-COM Drip Emitter 2.55 in/h 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1.62 301 8'7.17 12.5 A-3 Rain Bird FEB Bubbler 2.44 in/h 3 min 3 min 3 min 3 min 3 min 5 min 3 min 0.62 16 288 41.1 A-3 Rain Bird FEB Subtler 2,44 in/h 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1.62 40 '720 102.9 A-4 Rain Bird XGZ-100-FR5-COM Area for Dripline 0.30 in/h IS min IS min IS min 18 min IS min 18 min IS min 0.62 125 108.1 15.4 A-4 Rain Bird XGZ-100-FRB-COM Area for Dripline 0.30 in/h 47 min 47 min 47 min 41 min 47 min 417 min 47 min 1.62 326 282.0 40.3 A-5 Rain Bird FEB Bubbler 2.44 in/h 3 min 3 min 3 min 3 min 3 min 3 min 3 min 0.62 16 288 41.1 A-5 Rain Bird FEB Bubbler 2.44 in/h 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1.62 40 720 102.01 A-6 Rain Bird FEB Bubbler 2.45 Win 3 min 3 min 3 min 5 min 3 min 3 min 3 min 0.62 16 153:6 21.9 A-6 Rain Bird FEB Bubbler 2.45 in/h 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1.62 40 384 54.01 A--1 Rain Bird XGZ-100-FRE-COM Area for Dripline 0.22 in/h 25 min 25 min 25 min 25 min 25 min 25 min 25 min 0.62 169 631.1 90.2 A-1 Rain Bird XGZ-100-PRE-COM Area for Dripline 0.22 In/h 63 min 63 min 63 min 65 min 63 min 65 min 63 min 1.62 440 1,643 234.? A-8 Rain Bird FEB Bubbler 2.43 in/h 3 min 3 min 3 min 3 min 3 min 3 min 5 min 0.62 16 153.6 21.9 A-8 Rain Bird FEB Bubbler 2.43 in/h 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1.62 40 384 54,9 A -q Rain Bird XGZ-100-FRE-COM Area for Dripline 0.22 in/h 25 min 25 min 25 min 25 min 25 min 25 min 25 min 0.62 169 1,4010 212.8 A -q Rain Bird XGZ-100-FRS-G0M Area for Dripline 0.22 in/h 63 min 63 min 63 min 63 min 63 min 63 min 63 min 1.62 440 3,8179 554.1 A-10 Rain Bird XGZ-100-FRE-G0M Drip Emitter 2.55 in/h 3 min 3 min 5 min 3 min 3 min 3 min 3 min 0.62 15 662 01.5 A-10 Rain Bird XGZ-100-FRE-COM Drip Emitter 2.55 in/h 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1.62 39 172.2 24.6 A-11 Rain Bird XGZ-100-FRB-COM Area for Dripline 0.22 in/h 25 min 25 min 25 min 25 min 25 min 25 min 25 min 0.62 Ibg 1,421 203.0 A-11 Rain Bird XGZ-100-FRB-COM Area for Dripline 0.22 Win 63 min 63 min 63 min 63 min 63 min 63 min 63 min 1.62 440 3,699 528.4 A-12 Rain Bird FEB Bubbler 2.4'17 in/h 3 min 3 min 3 min 3 min 3 min 3 min 3 min 0.62 16 288 41.1 A-12 Rain Bird FEB Bubbler 2.47 in/h 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1.62 40 720 102.9 A-15 Rain Bird XGZ-100-FR5-G0M Arco for Dripline 0.19 in/h Rain Bird XGZ-100-FRB-00M 28 min 28 min 28 min 28 min 28 min 28 min 28 min 0.62 194 1,9018 285.5 A-13 Rain Bird XGZ-100-FR5-COM Area for Dripline 0.19 in/h 57 min 173 min 73 min T3 min 13 min 73 min T3 min 13 min 1.62 505 5,202 743.2 A-14 Rain Bird XGZ-100-PRB-00M Drip Emitter 2.55 in/h 3 min 3 min 3 min 3 min 3 min 3 min 3 min 0.62 15 23.7 3.4 - A-14 - - - Rain Bird XGZ 100 PRB GOM Drip Emitter 2.55 in/h 6 min 6 mi n 6 min 6 min 6 min 6 min 6 min .6 I 2 39 61. 7 8.8 A-15 Rain Bird XGZ-100-FR5-00M Area for Dripline 0.22 in/h 25 min 25 min 25 min 25 min 25 min 25 min 25 min 0.62 16q 2,575 367.9 A-15 Rain Bird XGZ-100-FR15-COM Area for Dripline 0.22 Win 63 min 63 min 63 min 63 min 63 min 63 min 63 min 1.62 440 6,104 151.8 A-16 Rain Bird FEB Bubbler 2.42 in/h 3 min 3 min 3 min 3 min 3 min 3 min 3 min 0.62 I6 153.6 21.14 A -I6 Rain Bird FEB Bubbler 2.42 Win 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1.62 41 3013.6 56.2 A-1'7 Rain Bird FEB Bubbler 2.42 in/h 3 min 3 min 3 min 3 min 3 min 3 min 3 min 0.62 16 24q.6 35.7 A-11 Rain Bird FEB Bubbler 2.42 in/h 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1.62 41 639.6 011.4 A-18 Rain Bird FEB Bubbler 2.42 in/h 3 min 3 min 3 min 3 min 3 min 3 min 3 min 0.62 16 230.4 32.01 A -IS Rain Bird FEB Bubbler 2.42 in/h 6 min 6 min 6 Min 6 min 6 min 6 min 6 min 1.62 41 590.4 64.3 A-19 Rain Bird XCZ-100-FRE-COM Arca for Dripline 0,114 in/h 28 min 28 min 28 min 28 min 28 min 28 min 28 min 0.62 1114 1,323 188.14 A -1q Rain Bird XGZ-100-FRB-COM Area for Dripline O.Ig in/h 155 73 min 173 min 73 min 73 min 73 min 73 min 75 min 1.62 505 3,443 4gl.8 A-20 Rain Bird X0Z-100-FRB-G0M Area for Dripline 0.22 in/h 25 min 25 min 25 min 25 min 25 min 25 min 25 min 0.62 Ibg 3,182 454.6 A-20 Rain Bird XGZ-100-FRB-COM Area for Drlpline 0,22 in/h 63 min 63 min 63 min 63 min 63 min 63 min 63 min 1.62 440 8,286 1,184 A-21 Rain Bird XGZ-100-FRB-G0M Area for Dripline 0.22 in/h 25 min 25 min 25 min 25 min 25 min 25 min 25 min 0.62 69 2,287 326.1 A-21 Rain Bird XGZ-I00-FR5-G0M Area for Dripline 0.22 in/h 63 min 63 min 63 min 63 min 63 min 63 min 63 min 1.62 440 5,6154 850.5 A-22 Rain Eird XGZ-I00-FRB-G0M Drip Emitter 2.55 in/h 3 min 3 min 3 min 3 min 3 min 3 min 3 min 0.62 15 51.2 1.3 A-22 Rain Bird XGZ-100-FR5-00M Drip Emitter 2.55 in/h 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1.62 314 133.2 19.0 A-23 Rain Bird XGZ-100-FR5-COM Area for Dripline 0.30 in/h IS min S min IS min I8 min IS min IS min S min 0.62 125 15q.4 22.8 A-23 Rain Bird XGZ-100-FR5-COM Arca for Dripline 0.30 in/h 47 min 47 min 41 min 41 min 47 min 41 min 41 min 1,62 326 415.7 59.4 A-24 Rain Bird FEB Bubbler 2.45 in/h 3 min 3 min 3 min 3 min 3 min 3 min 3 min 0.62 16 192 27.4 A-24 Rain Bird FEB Bubbler 2.45 in/h 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1.62 40 480 68.6 A-25 Rain Bird FEB Bubbler 2.44 in/h 3 min 3 min 3 min 3 min 3 min 5 min 5 min 0.62 16 230.4 32.01 A-25 Rain Bird FEB Bubbler 2.44 Win 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1.62 40 576 82.3 A-26 Rain Bird FEB Bubbler 2.44 in/h 3 min 3 min 3 min 3 min 3 min 3 min 3 min 0.62 16 230.4 32.01 A-26 Rain Bird FEB Bubbler 2.44 in/h 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1.62 40 576 82.3 A-27 Rain Bird XGZ-100-FRB-COM Area for Dripline 0.22 Win 25 min 25 min 25 min 25 min 25 min 25 min 25 min 0.62 Ibg 1,405 200.1 A-21 Rain Bird XGZ-IOD-FRB-COM Area for Dripline 0.22 Win 63 min 63 min 63 min 63 min 63 min 63 min 63 min 1.62 440 3,657 522.5 A-28 Rain Bird XGZ-100-FRB-GDM Area for Dripline 0.22 Win 25 min 25 min 25 min 25 min 25 min 25 min 25 min 0.62 1601 1,6001 2201.14 A-28 Rain Bird XGZ-IOD-FRB-COM Area for Dripline 0.22 in/h 63 min 63 min 63 min 63 min 63 min 63 min 63 min 1.62 440 4,181 5148.4 A -2q Rain Bird XGZ-100-FRB-G0M Area for Dripline 0.19 Win 28 min 28 min 28 min 28 min 28 min 28 min 28 min 0.62 Iq4 1,136 162.3 A-261 Rain Bird XGZ-100-FRB-00M Area for Dripline O.Iq in/h 13 min 73 min -73 min 78 min 73 min 15 min 73 min 1.62 505 2,6158 422.6 A-30 Rain Bird XGZ-100-FR5-00M Drip Emitter 2.55 Win 3 min 3 min 3 min 3 min 3 min 3 min 3 min 0.62 15 32.5 4.6 A-30 Rain Bird XGZ-100-PRB-COM Drip Emitter 2.55 in/h 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1.62 39 84.5 12.1 A-31 Rain Bird XGZ-100-FRB-COM Area for Dripline 0.30 in/h S min IS min IS min IS min IS min IS min 18 min 0.62 125 686.0 018.0 A-31 Rain Bird XGZ-100-FRB-COM Area for Dripline 0.30 in/h 47 min 47 min 47 min 47 min 47 min 47 min 47 min 1.62 526 I,78q 255,6 A-32 Rain Bird XGZ-100-FRB-G0M Area for Dripline 0.22 in/h 25 min 25 min 25 min 25 min 25 min 25 min 25 min 0.62 16q 1,077 153.q A-32 Rain Bird XGZ-100-FR15-G0M Area for Dripline 0.22 In/h 63 min 63 min 63 min 63 min 63 min 63 min 63 min 1.62 440 2,805 400.1 A-33 Rain Bird FEB Bubbler 2.42 Win 3 min 3 min 3 min 3 min 3 min 3 min 3 min 0.62 16 326.4 46.6 A-33 Rain Bird FEB Bubbler 2.42 in/h 6 min 6 min 6 min 6 min 6 min 6 min 6 min 1.62 41 836.4 II9.5 707ALS: 4361 4361 4301 4361 4301 4301 4361 2,1114 25,147 3,592 TOTAL5: I,Og2 ,0q2 1,092 ,0q2 ,092 (,0q2 1,0142 7,572 65,244 1,321 WATERING SCHEDULE for October WATERING SCHEDULE for March NUMBER MODEL TYFE FREGIF SUN MON TUE WED THU FRI SAT IN./WEEK MIN./WEEK GAL./WEEK GAL./DAY NUMBER MODEL TYPE FREGIF 5UN MON TUE'ED THU FRI SAT IN./WEEK MIN./WEEK GAL./WEEK GAL./DAY A-1 Rain Bird XGZ-100-FRB-GONI Area for Dripline 0.22 In/h 361 min 301 min 39 min 39 min 301 min 3q min 39 min 1 272 1,718 245.4 A-1 Rain Bird XGZ-100-FRB-COM Area for Dripline 0.22 in/h 51 min 3q min 39 min 59 min 51 min 3q min 39 min 1 212 1,718 245.4 A-2 Rain Bird XGZ-100-PR5-G0M Drip Emitter 2.55 In/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 24 54.0 7.7 A-2 Rain Bird XGZ-100-PRE-GCM Drip Emitter 2.55 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 24 54.0 1.1 A-3 Rain Bird FEB Bubbler 2.44 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 450 64.3 A-3 Rain Bird FEB Bubbler 2.44 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 450 64.3 A-4 Rain Bird XGZ-100-FRB-G0M Area for Dripline 0.30 in/h 201 min 21 min 29 min 201 min 201 min 201 min 201 min 1 202 1-74.1 25.0 A-4 Rain Bird XGZ-100-FRB-GONE Area for Dripline 0.30 in/h 2q min 2q min 2q min 29 min 2q min 29 min 201 min 1 202 174.1 25.0 A-5 Rain Bird FEB Bubbler 2.44 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 450 64.3 A-5 Rain Bird FEB Bubbler 2.44 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 450 64.3 A-6 Rain Bird FEB Bubbler 2.45 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 240 34.3 A-6 Rain Eird FEB Bubbler 2.45 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 240 34.3 A-7 Rain Bird XGZ-100-FR5-G0M Area for Dripline 0.22 in/h 361 min 39 min 361 min 301 min 301 min 301 min 301 min 1 272 1,046 145.1 A-7 Rain Bird XGZ-100-FR5-G0M Area for Dripline 0.22 In/h 301 min 3q min 301 min 301 min 301 min 361 min 301 min 1 272 1,016 145.1 A-8 Rain Bird FEB Bubbler 2.43 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 240 34.3 A-8 Rain Bird FEB Bubbler 2.43 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 240 34.3 A-11 Rain Bird XGZ-100-FRB-GOM Area for Dripline 0.22 in/h 361 min 314 min 301 min 301 min 301 min 301 min 314 min 1 212 2,345 542.6 A-14 Rain Bird XGZ-100-FR5-G0M Arco for Dripline 0.22 in/h 301 min 3q min 361 min 301 min 361 min 361 min 311 min 1 212 23018 342.6 A-10 Rain Bird XGZ-100-PR5-G0M Drip Emitter 2.55 in/h 4 min 4 Min 4 min 4 min 4 min 4 min 4 min 1 24 106.0 15.1 A-10 Rain Bird XGZ-100-FR5-G0M Drip Emitter 2.55 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 24 106.0 15.17 A -II Rain Bird XGZ-100-PR5-00M Area for Dripline 0.22 in/h 39 min 39 min 311 min 311 min 39 min 361 min 301 min 1 272 2,287 526.6 A-11 Rain Bird XGZ-100-FR5-G0M Area for Dripline 0.22 in/h 301 min 361 min 361 min 361 min 361 min 39 min 39 min 1 272 2,281 326.6 A-12 Rain Bird FEB Bubbler 2.47 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 450 64.3 A-12 Rain Bird FEB Bubbler 2.47 In/h 4 min 4 min 4 min 4 Mir 4 min 4 min 4 min 1 25 450 64.3 A -I3 Rain Bird XGZ-100-PRB-COM Area for Dripline O.Iq in/h 45 min 45 min 45 min 45 min 45 min 45 min 45 min 1 312 3,214 459.2 A-13 Rain Bird XGZ-100-FR5-001­E Area for Dripline O.Iq in/h 45 min 45 min 45 min 45 min 45 min 45 min 45 min 1 312 3,214 459.2 A-14 Rain Bird XGZ-100-11R15-00M Drip Emitter 2.55 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 24 38.0 5.4 A-14 Rain Bird XGZ-100-FR5-COM Drip Emitter 2.55 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 24 38.0 54 A-15 Rain Bird XGZ-IOD-PRS-GOM Area for Dripline 0.22 in/h 5q min 301 min 3q min 3q min 3q min 3q min 3q min 1 212 4,144 592.1 A-15 Rain Bird XGZ-100-FRB-GOM Arca for Dripline 0.22 in/h 301 min 361 min 31q min 301 min 301 min 3q min 301 min 1 212 4,144 5012.1 A -I6 Rain Bird FEB Bubbler 2.42 Win 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 240 34.3 A-16 Rain Bird FEB Bubbler 2.42 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 240 34.3 A-11 Rain Bird FEB Bubbler 2.42 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 3110 55.1 A-11 Rain Bird FEB Bubbler 2.42 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 3010 55.7 A-18 Rain Bird FEB Bubbler 2.42 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 360 51.4 A -IS Rain Bird FEB Bubbler 2.42 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 360 51.4 A-11 Rain Bird XGZ-100-FR5-COM Arca for Dripline 0.19 in/h 45 min 45 min 45 min 45 min 45 min 45 min 45 min 1 312 2,127 303.01 A-11 Rain Bird XGZ-100-FRB-COM Area for Dripline O.Iq in/h 45 min 45 min 45 min 45 min 45 min 45 min 45 min 1 312 2,121 305.01 A-20 Rain Bird XGZ-100-FRE-GONi Area for Dripline 0.22 in/h 301 min 51 min 301 min 311 min 301 min 3q min 3q min 1 212 5,122 131.7 A-20 Rain Bird XGZ-100-FRB-GOM Area for Dripline 0.22 in/h 301 min 311 min 301 min 311 min 361 min 3q min 301 min 1 212 5,122 731.1 A-21 Rain Bird XGZ-100-FR5-GOM Area for Dripline 0.22 in/h 301 min 314 min 3q min 301 min 301 min 301 min 361 min 1 212 3,680 525.8 A-21 Rain Bird XGZ-100-FRB-COM Area for Dripline 0.22 Win 361 min 301 min 361 min 5q min 301 min 301 min 3q min 1 272 3,680 525.8 A-22 Rain Bird XGZ-100-FRE-GOM Drip Emitter 2.55 Win 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 24 82.0 11.1 A-22 Rain Bird XGZ-100-FRB-G0M Drip Emitter 2.55 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 24 82.0 1.1 A-23 Rain Bird XGZ-100-FRB-G0M Area for Dripline 0.30 in/h 2q min 29 min 261 min 201 min 2q min 2q min 29 min 1 202 257.6 36.8 A-23 Rain Bird XGZ-100-FRE-GOM Area for Dripline 0.30 in/h 29 min 29 min 201 min 201 min 201 min 2q min 201 min 1 202 251.6 36.8 A-24 Rain Bird FEB Bubbler 2.45 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 300 42.01 A-24 Rain Bird FEB Bubbler 2.45 In/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 300 42.q A-25 Rain Bird FEB Bubbler 2.44 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 360 51.4 A-25 Rain Bird FEB Bubbler 2.44 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 360 51.4 A-26 Rain Bird FEB Bubbler 2.44 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 36O 51A A-26 Rain Bird FEB Bubbler 2.44 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 360 51.4 A-21 Rain Bird XGZ-100-PRE-COM Area for Dripline 0.22 in/h 361 min 301 min 301 min 361 min 301 min 361 min 301 min 1 212 2261 323.0 A-21 Rain Bird XGZ-IOD-FRB-GCM Area for Dripline 0.22 in/h 301 min 311 min 301 min 3q min 301 min 301 min 301 min 1 212 2,261 323.0 A-28 Rain Bird XGZ-100-FRB-COM Area for Dripline 0.22 in/h 301 min 314 min 3q min 301 min 301 min 301 min 301 min 1 272 2,5110 56q.q A-28 Rain Bird XGZ-100-PR5-GOM Area for Dripline 0.22 in/h 361 min 301 min 301 min 301 min 3q min 314 min 301 min 1 272 2,5010 3614.11 A -2q Rain Bird XGZ-100-FR5-00M Area for Dripline 0.19 Win 45 min 45 min 45 min 45 min 45 min 45 min 45 min 1 312 1,828 261.1 A-201 Rain Bird XGZ-I00-FR5-G0M Arco for Dripline 0.111 in/h 45 min 45 min 45 min 45 min 45 min 45 min 45 min 1 312 1,828 261.1 A-30 Rain Bird XGZ-100-FR5-COM Drip Emitter 2.55 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 24 52.0 14 A-30 Rain Bird XGZ-100-FRB-001vf Drip Emitter 2.55 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 24 52.0 1.4 A-31 Rain Bird XGZ-100-FRB-OOM Arca for Dripline 0.30 in/h 201 min 2q min 2q min 201 min 201 min 261 min 2q min 1 202 I,IOq 158.4 A-31 Rain Bird XGZ-100-FRB-OOM Area for Dripline 0.30 Win 201 min 201 min 201 min 201 min 21 min 261 min 201 min 1 202 ,1014 158.4 A-32 Rain Bird XGZ-100-FRB-COM Area for Dripline 0.22 in/h 501 min 5q min 39 min 3q min 301 min 301 min 39 min 1 212 1,734 247.7 A-32 Rain Bird XGZ-100-FRB-GOM Area for Dripline 0.22 Win 301 min 301 min 301 min 301 min 301 min 301 min 301 min 1 212 1,734 247.1 A-33 Rain Bird FEB Bubbler 2.42 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 510.0 12.01 A-33 Rain Bird FEB Bubbler 2.42 in/h 4 min 4 min 4 min 4 min 4 min 4 min 4 min 1 25 510.0 12.q TOTALS: 680 680 680 680 660 680 680 4052 40,341 5,163 TOTALS: 680 680 680 680 680 680 680 4,682 40,341 5,763 WATERING SCHEDULE for April WATERING SCHEDULE for November and December NUMBER MODEL TYFE PREGIP 5UN MON TUE WED A-1 Rain Bird XGZ-100-FRB-GOM Area for Dripline 0.22 in/h 50 min 50 min 50 min 50 min A-2 Rain Bird XGZ-100-FRB-GOM Drip Emitter 2.55 in/h 5 min 5 min 5 min 5 min A-3 Rain Bird FEB Bubbler 2.44 in/h 5 min 5 min 5 min 5 min A-4 Rain Bird XGZ-100-FRE-G0M Area for Dripline 0.30 Win 37 min 37 min 37 min 31 min A-5 Rain Bird FEB Bubbler 2.44 in/h 5 min 5 min 5 min 5 min A-6 Rain Bird FEB Bubbler 2.45 in/h 5 min 5 min 5 min 5 min A-7 Rain Bird XGZ-100-FR13-G0M Area for Dripline 0.22 in/h 50 min 50 min 50 min 50 min A-8 Rain Bird FEB Bubbler 2.43 in/h 5 min 5 min 5 min 5 min A -q Rain Bird XGZ-100-PRB-COM Area for Dripline 0.22 In/h 50 min 50 min 50 min 50 min A-10 Rain Bird XGZ-100-FRB-GCM Drip Emitter 2.55 in/h 5 min 5 min 5 min 5 min A-11 Rain Bird XGZ-100-FRB-00M Area for Dripline 0.22 in/h 50 min 50 min 50 min 50 min A-12 Rain Bird FEB Bubbler 2.41 in/h 5 min 5 min 5 min 5 min A-13 Rain Bird XGZ-100-FRB-GOM Area for Dripline 0.19 in/h 51 min 51 min 57 min 51 min A-14 Rain Bird XGZ-100-FRB-GOM Drip Emitter 2.55 in/h 5 min 5 min 5 min 5 min A -I5 Rain Bird XGZ-100-FR5-G0M Area for Dripline 0.22 Win 50 min 50 min 50 min 50 min A-16 Rain Bird FEB Bubbler 2.42 in/h 5 min 5 min 5 min 5 min A-11 Rain Bird FEB Bubbler 2.42 in/h 5 min 5 min 5 min 5 min A-18 Rain Bird FEB Bubbler 2.42 in/h 5 min 5 min 5 min 5 min A-19 - -FRB-GOM Rain Bird XGZ 100 ri line Area for D p 0.19 ' in/h 57 min 51 min 51 min 51 min A-20 Rain Bird XGZ-100-FR5-00M Area for Dripline 0.22 in/h 50 min 50 min 50 min 50 min A-21 Rain Blyd XGZ-100-PRB-COM Area for Dripline 0.22 in/h 50 min 50 min 50 min 50 min A-22 Rain Bird XGZ-100-FR5-G0M Drip Emitter 2.55 in/h 5 min 5 min 5 min 5 min A-23 Rain Bird XGZ-100-FRB-GOM Area for Dripline 0.30 Win 37 min 31 min 37 min 37 min A-24 Rain Bird FEB Bubbler 2.45 in/h 5 min 5 min 5 min 5 min A-25 Rain Bird FEB Bubbler 2 44 in/h S min 5 min 5 min 5 min A-26 Rain Bird FEB Bubbler 2.44 in/h 5 min 5 min 5 min 5 min A -2T Rain Bird XGZ-100-FR5-COM Area for Dripline 0.22 Win 50 min 50 min 50 min 50 min A-28 Rain Bird XGZ-100-FR5-G0M Area for Dripline 0.22 in/h 50 min 50 min 50 min 50 min A-201 Rain Bird XGZ-100-FRB-CONi Area for Dripline O.Ig in/h 57 min 57 min 57 min 57 min A-30 Rain Bird XGZ-100-PRE,-COM Drip Emitter 2.55 Win 5 min 5 min 5 min 5 min A-31 Rain Bird XGZ-100-FRB-COM Area for Dripline 0.30 Win 31 min 37 min 37 min 57 min A-32 Rain Bird XGZ-100-FRB-COM Area for Dripline 0.22 in/h 50 min 50 min 50 min 50 min A-33 Rain Bird FEB Bubbler 2.42 in/h 5 min 5 min 5 min 5 min 3q6 4,07q TOTALS: Rain Bird XGZ-100-PRB-G0M Drip Emitter 867 861 867 861 171 , . - 1 �� NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND(OR A GRADING PERMIT HAS BEEN SSUED. the accuracy and acceptability of the design hereon. In fire event of discrepancies arising after county approval or during construction, the private landscape architect MAS( BY pAgt slid be responsible for determining an acceptaille solution and reusing the pians for olifiroval by the count . ENGINEER NUMBER MODEL 7YFE FREGIF 5UN MON TUE WED THU PRI SA7 N./WEEK MIN./WEEK (9AL./WEEK SAL./DAY THU FRI 5AT IN./WEEK MIN./WEEK GAL./WEEK &AL./DAY A-1 Rain Bird XGZ-100-FRB-GOM Area for Dripiine 0.22 Win 23 min 23 min 23 min 23 min 23 min 23 min 23 min 0.51 155 0178.8 1301.8 SO min 50 min 50 min 1.27 345 2,1101 311.2 A-2 Rain Bird XGZ-100-PR15-G0M Drip Emitter 2.55 in/h 2 min 2 min 2 min 2 min 2 min 2 min 2 min 0.57 14 31.5 4.5 5 min 5 min 5 min 1.27 30 67.5 61.6 A-3 Rain Bird FEB Bubbler 2.44 in/h 5 min 3 min 3 min 3 min 3 min 3 min 3 min 0.57 15 270 38.6 5 min 5 min 5 min 1.27 32 576 82.3 A-4 Rain Bird XGZ-100-FRB-00M Arca for Dripline 0.30 In/h 17 min 11 min 17 min 11 min 17 min 17 min 17 min 0.57 115 g19.5 14.2 37 Mir 37 min 37 min 1.21 256 221.4 31.6 A-5 Rain Bird FEB Bubbler 2.44 In/h 2 min 2 min 2 min 2 min 2 min 2 min 2 min 0.51 14 252 36 5 min 5 min 5 min 1.21 32 516 82.3 A-6 Rain Bird FEB Bubbler 2.45 in/h 2 min 2 min 2 min 2 min 2 min 2 min 2 min 0.51 14 134.4 19.2 5 min 5 min 5 min 1.27 32 301.2 43.01 A-1 Rain Bird XGZ-10041RB-GOM Area for Dripline 022 in/h 23 min 23 min 23 min 23 min 23 min 23 min 23 min 0.51 155 518.8 82.1 50 min 50 min 50 min 1.21 345 1,288 184.0 A-8 Rain Bird FEB Bubbler 2.43 in/h 3 min 3 min 3 min 3 min 3 min 5 min 3 min 0.51 15 144 20.6 mi 5 n 5 min 5 min 1. 21 32 301.2 43.9 - A q - - - Rain Bird XGZ 100 PRB GOM Area for Dripline 0.22 in/h 23 min 3 2 min 23 min 23 min 23 min 23 m in 23 mi n 0.57 155 1,366 1115.2 50 min 50 min 50 min 1.27 345 3,041 434.5 A-10 Rain Bird XGZ-IOD-FRB-00M Drip Emitter 2.55 in/h 2 min 2 min 2 min 2 min 2 min 2 min 2 min 0.57 14 61.8 8.8 5 min 5 min 5 min 1.27 30 1324 15.01 A -II Rain Bird XGZ-100-FR5-00M Area for Dripline 0.22 in/h 23 min 23 min 23 min 23 min 23 min 23 min 23 min 0.57 155 ,303 186.1 50 min 50 min 50 min 1.21 345 2,100 414.3 A-12 Rain Bird FEB Bubbler 2.47 in/h 2 min 2 min 2 min 2 min 2 min 2 min 2 min 0.51 14 252 36 5 min 5 min 5 min 1.27 31 558 101.7 A-13 Rain Bird XGZ-100-PRB-00M Area for Dripline 0.114 in/h 26 min 26 min 26 min 26 min 26 min 26 min 26 min 0.51 118 1,834 262.0 51 min 57 min 51 min 1.27 3q6 4,07q 582.8 A-14 Rain Bird XGZ-100-PRB-G0M Drip Emitter 2.55 in/h 2 min 2 min 2 min 2 min 2 min 2 min 2 min 0.51 14 22.2 3.2 5 min 5 min 5 min 1.27 30 47.5 6.8 A -I5 Rain Bird XGZ-I00-FRB-G0M Area for Dripline 0.22 in/h 23 min 23 min 23 min 23 min 23 min 23 min 23 min 0.57 155 2,362 337.4 50 min 50 min 50 Mir: 1.27 345 5,257 151.0 A-16 Rain Bird FEB Bubbler 2.42 Win 5 min 3 min 3 min 3 min 3 min 3 min 3 min 0.57 15 144 20.6 5 min 5 min 5 min 1.27 32 301.2 43.9 A-11 Rain Bird FEB Bubbler 2.42 Win 5 min 3 min 3 min 3 min 3 min 3 min 3 min 0.51 15 234 33.4 5 min 5 min 5 min 1.27 32 40114.2 71.3 A-18 Rain Bird FEB Bubbler 2.42 in/h 3 min 3 min 3 min 3 min 3 min 3 min 3 min 0.57 15 216 30.1 5 min 5 min 5 min 1.21 32 460.8 65.8 A-114 Rain Bird XGZ-100-FRB-00M Area for Dripline 0.19 in/h 26 min 26 min 26 min 26 min 26 min 26 min 26 min 0.57 178 1,213 173.4 51 min 57 min 57 min 1.27 3016 2,700 385.7 A-20 Rain Bird XGZ-100-PR5-GOM Area for Dripline 0.22 in/h 23 min 23 min 23 min 23 min 23 min 23 min 23 min 0.51 155 2,9101 417.0 50 min 50 min 50 min 1.21 345 6,497 6128.1 A-21 Rain Bird XGZ-100-FR5-COM Area for Driplinc 0.22 Win 23 min 23 min 23 min 23 min 23 min 23 min 23 min 0.57 155 2,0011 299.6 50 min 50 min 50 min 1.27 345 4,668 666.9 A-22 Rain Bird XGZ-100-FR5-G0M Drip Emitter 2.55 in/h 2 min 2 min 2 min 2 min 2 min 2 min 2 min 0.51 14 47.8 6.8 5 min 5 min 5 min L27 30 02.5 14.6 A-23 Rain Bird XGZ-100-FR5-G0M Area for Dripline 0.30 Win 17 min I7 min 17 min 17 min 11 min 17 min IT min 0.57 115 146.7 21,0 37 min 37 min 37 min L27 256 326.5 46.6 A-24 Rain Bird FEB Bubbler 2.45 in/h 2 min 2 min 2 min 2 min 2 min 2 min 2 min 0.51 14 168 24 5 min 5 min 5 min 1.27 32 384 54.01 A-25 Rain Bird FEB Bubbler 2.44 in/h 2 min 2 min 2 min 2 min 2 min 2 min 2 min 0.51 14 201.6 28.8 5min 5 min 5 min L21 32 46 0.8 65.8 -26 A Rai B' FEBu n Bird Bubbler 2.44 in /h 3 min 3 min 3 min 3 min 3 min 3 min 3 min 0.57 175 2 16 30.9 5 min 5 min 5 min 1.27 32 460.8 65.8 A -2T Rain Bird XGZ-100-FRB-COM Area for Dripline 0.22 in/h 23 min 23 min 23 min 23 min 23 min 23 min 23 min 0.57 155 1,288 184.1 50 min 50 min 50 min 1.27 345 2,868 4061.7 A-28 Rain Bird XGZ-100-FRS-00M Area for Dripline 0.22 in/h 23 min 23 min 23 min 23 min 23 min 23 min 23 min 0.57 155 1,476 210.8 50 min 50 min 50 min 1.27 345 3,285 4601.2 A-201 Rain Bird XGZ-100-FRB-G0M Area for Dripline 0.111 in/h 26 min 26 min 26 min 26 min 26 min 26 min 26 min 0.51 ITS 1,043 148.9 57 min 51 min 57 min 1.21 3016 2,320 331.4 A-30 Rain Bird XGZ-100-FRB-GONi Drip Emitter 2.55 in/h 2 min 2 min 2 min 2 min 2 min 2 min 2 min 0.57 14 30.3 4.3 5 min 5 min 5 min 1.27 30 65.0 01.3 A-31 Rain Bird XGZ-100-FRB-COM Area for Dripline 0.30 in/h IT min IT min IT min IT min IT min IT min 17 min 0.51 115 631.1 10.2 37 min 37 min 37 min 1.27 256 1,405 200.1 A-52 Rain Bird XGZ-100-FR5-G0M Area for Dripline 0.22 in/h 23 min 23 min 23 min 23 min 23 min 23 min 23 min 0.51 155 188.2 141.2 50 min 50 min 50 min 1.21 345 2,200 314.2 A-33 Rain Bird FEB Bubbler 2.42 in/h 3 min 3 min 3 min 3 min 3 min 3 min 3 min 0.57 15 306 43.1 5 min 5 min 5 min 1.21 32 652.8 013.3 707AL5: 400 400 400 400 400 400 400 2,614 23,056 3,2014 861 867 861 5,11301 51,198 -7,314 SEAL -LANDSCAPE ARCHITECT REPARED BY. BENCHMARK: IP No. 110029, PP No. 25909 SHEET QLPNDSCgp0 . COUNTY OF RIVERSSIDE "A 9 HUNTER LANDSCAPE, INC. PROJECT NAME 55� e 711 FEE ANA STREET A 92870 LACENTI,986 KNOX LOGISTICS LANDSCAPE BUILDING B PLANS E19.04-9 PHONE 714 2400/FAX 714-986-2408 iN SCHEDULES 9TF OF CA0 0 REN510f� APPR. DATE FOR: NEWGAsn E PA rn7 Rs W.O. TY COUNNO. FILE SCALE: CWN1Y CERT NO.3681, EXP 01 /31 /2015 DATE: H: V: 0 FINISH GRADE �1 Q 6" LONG SCH. 80 TOE NIPPLE (LINE SIZE) (TWO REQUIRED) W 10" ROUND PURPLE VALVE BOX(� t 314" GRAVEL SUMP IN, UNDER 0 (SEE SPECIFICATIONS) Q AND AROUND VALVE BOX. FILL O (DO NOT CUT ADDITIONAL HOLES INTO BOX) 3ra" GRAVEL SUMP IN, UNDER AND TO TOP OF VALVE BOX HOLES O8" 3 DIAMETER CL 160 PVC SLEEVE TO REST ] O AROUND INSTALL FILTER FABRIC GRAVEL SUMP W ON TOP EDGE OF ISOLATION GATE VALVE) LONG SCiIt BO TOE. NIPPLE Ct� W V MIPT X FIPT SCH 40 Lj 90 ELL {2 REQUIRED) O 1" X 8" SCH. 80 NIPPLE ISOLATION GATE VALVE & O PRESSURE SUPPLY LINE (REFER TO PLAN FOR SIZE) Q (WITH CROSS HANDLE, SEE SPECIFICATIONS) TEE IN PRESSURE SUPPLY LINE (SEELE FOR SIZE) PLY UNE EE) IQ" ROUND PURPLE VALVE BOX I O NOT CUT ADDITIONAL HOLES INTO BOX) SCH 40 GALVANIZED 36" STAKE WITH (2) SPRINKLER TIES PVC SCH 80 THREADED NIPPLE (SIZE TO FIT) ZOf 0 �$ ® ] D ®(LINE CONNECTING CLOSED NIPPLE (LINE SIZE) FINISH GRADE RECTANGULAR PURPLE VALVE BOX (SEE SPECIFICATIONS, DO NOT CUT ADDITIONAL HOLES INTO BOX) PVC SCH BALL VALVE SIZE) NOTE: X SLIP 45 DEGREE ELL d (4 REQUIRED) O 4" SCH SC NIPPLE(LINE SIZE) SAU VALVE TO BE USED ONLY IF IRRIGATION CONTROL VALVE S INSTALLED AS A SINGLE VALVE AND NO, PART OF A O10 RECYCLED (NATER WARNING TAG (PER LOCAL STANDARDS) V) : W nnam=nI r M z r o W U) J `c < C7 0 U cn -1 0 1 a - W n }- Q J O1 FINISH GRADE �1 Q 6" LONG SCH. 80 TOE NIPPLE (LINE SIZE) (TWO REQUIRED) O2 10" ROUND PURPLE VALVE BOX(� t 314" GRAVEL SUMP IN, UNDER PRESSURE SUPPLY LINE, ALIGN (SEE SPECIFICATIONS) `J AND AROUND VALVE BOX. FILL O (DO NOT CUT ADDITIONAL HOLES INTO BOX) 3ra" GRAVEL SUMP IN, UNDER AND TO TOP OF VALVE BOX HOLES O8" 3 DIAMETER CL 160 PVC SLEEVE TO REST ] O AROUND INSTALL FILTER FABRIC GRAVEL SUMP WRAP WITH FILTER FABRIC ON TOP EDGE OF ISOLATION GATE VALVE) LONG SCiIt BO TOE. NIPPLE Ct� W V MIPT X FIPT SCH 40 Lj 90 ELL {2 REQUIRED) O 1" X 8" SCH. 80 NIPPLE ISOLATION GATE VALVE & O PRESSURE SUPPLY LINE (REFER TO PLAN FOR SIZE) TOP OF VALVE TO TOP OF LID) 13 TEE IN PRESSURE SUPPLY LINE (LINE SIZE) (WITH CROSS HANDLE, SEE SPECIFICATIONS) TEE IN PRESSURE SUPPLY LINE (SEELE FOR SIZE) PLY UNE EE) IQ" ROUND PURPLE VALVE BOX I O NOT CUT ADDITIONAL HOLES INTO BOX) SCH 40 GALVANIZED 36" STAKE WITH (2) SPRINKLER TIES PVC SCH 80 THREADED NIPPLE (SIZE TO FIT) ZOf TAG (PER LOCAL STANDARDS) �$ ® ] D ®(LINE CONNECTING CLOSED NIPPLE (LINE SIZE) FINISH GRADE RECTANGULAR PURPLE VALVE BOX (SEE SPECIFICATIONS, DO NOT CUT ADDITIONAL HOLES INTO BOX) PVC SCH BALL VALVE SIZE) NOTE: X SLIP 45 DEGREE ELL OSLIP (4 REQUIRED) O 4" SCH SC NIPPLE(LINE SIZE) SAU VALVE TO BE USED ONLY IF IRRIGATION CONTROL VALVE S INSTALLED AS A SINGLE VALVE AND NO, PART OF A O10 RECYCLED (NATER WARNING TAG (PER LOCAL STANDARDS) o PURPLE VALVE BOXSCH. z W RECLAIMED PRESSURE REGULATING VALVE Ball Valve (LINE t ADDITIONAL HOLES INTO BOX PRESSURE SUPPLY LINE, ALIGN 6" Q © WITH FLOW SENSOR O J J 3ra" GRAVEL SUMP IN, UNDER AND Q Q PRESSURE REGULATING VALVE �] AROUND VALVE BOX FILL TO TOP OF THE HOLES 75; WRAP WITH FILTER FABRIC � LONG SCiIt BO TOE. NIPPLE Ct� W V MIPT X FIPT SCH 40 Lj 90 ELL {2 REQUIRED) O 1" X 8" SCH. 80 NIPPLE 0IL AROUND GRAVEL SUMP � 0 TOP OF VALVE TO TOP OF LID) 13 TEE IN PRESSURE SUPPLY LINE (LINE SIZE) 50 TEE IN PRESSURE SUPPLY LINE (SEELE FOR SIZE) PLY UNE EE) IQ" ROUND PURPLE VALVE BOX I O NOT CUT ADDITIONAL HOLES INTO BOX) SCH 40 GALVANIZED 36" STAKE WITH (2) SPRINKLER TIES PVC SCH 80 THREADED NIPPLE (SIZE TO FIT) ZOf TAG (PER LOCAL STANDARDS) Ljj U p O Z G a- U Q W _ 0 V) U W W Z > Q O I— U a_ Q a- o_� Q d M Lr_ W 0 Lr? 00 D a a o W (n Q Q r Li Of rn o m Z 0 DC7 Q W I Q U Y) o W GL Z � W rn- In— Q W W W W W Z Z Q Z Z '30 F- }— 0 Q 00 La_ W o Z 0 ry V) W � w C} j U 01= Q 10L' C) J In Q a n LY d 0— RECLAIMED ISOLATION GATE VALVE nPPreerv�sr.: may i U e FOd UP T021R"PRESSURESUPPLY UNE 11(2"=1'-0" aev. Scale: N.T.S. . , _.. /. i LEGEND: NOTE A. All plastic piping to be snaked in trenches 1. Finish grade B. Bundle & tape wiring at 10' intervals 2. Lateral line C. Install all control wire on the underside of the main line pipe. 3. Main line or sleeve D. See irrigation specifications for backfill & compaction requirements. 4. Sleeve E. Common trench with other utilities is prohibited 5. Control wire F. Sleeving to be 2x the pipe size and to be 24" under pavement 7)T DIAL BEFORE YOU DIG TOLL FREE Detail _1111 • I� Scale: N.T.S. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND(OR A GRADING PERMIT HAS BEEN SSUED. he private landscope architect signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discreponcies arising after county approval or during construction, the private landscape architect shall be responsible for determbing an acceptable solution and revising the plans for Di by the county. DRECTANGULAR PURPLE VALVE BOXSCH. 80 COUPLING 5 SIZE) (TWO REQUIRED) RECLAIMED PRESSURE REGULATING VALVE (SEE SPECIFICATIONS), DO NOT CUT (LINE t ADDITIONAL HOLES INTO BOX PRESSURE SUPPLY LINE, ALIGN , ° � APPRO\e©gy yiPN E © WITH FLOW SENSOR O FINISH GRADE 3ra" GRAVEL SUMP IN, UNDER AND 1/2" x 2" SCH. 80 NIPPLE PRESSURE REGULATING VALVE �] AROUND VALVE BOX FILL TO TOP OF THE HOLES (SEE SPECIFICATIONS) WRAP WITH FILTER FABRIC ®4" LONG SCiIt BO TOE. NIPPLE INSTALL FILTER FABRIC ® V MIPT X FIPT SCH 40 Lj 90 ELL {2 REQUIRED) O 1" X 8" SCH. 80 NIPPLE (LINE SIZE) (TWO REQUIRED) AROUND GRAVEL SUMP SPECIFICATIONS) USE 112" PVC SCRAP T WRAP 12" OF ADDITIONAL WIRE BEFORE.. TOP OF VALVE TO TOP OF LID) 13 TEE IN PRESSURE SUPPLY LINE (LINE SIZE) RECYCLED WATER WARNING 9 TEE IN PRESSURE SUPPLY LINE (SEELE FOR SIZE) PLY UNE EE) IQ" ROUND PURPLE VALVE BOX I O NOT CUT ADDITIONAL HOLES INTO BOX) SCH 40 GALVANIZED 36" STAKE WITH (2) SPRINKLER TIES PVC SCH 80 THREADED NIPPLE (SIZE TO FIT) 10 1" PVC SCH. 40 STREET ELL o INSTALL FILTER FABRIC O AROUND GRAVEL SUMP 12 3l4" GRAVEL SUMP IN, UNDER AND AROUND VALVE BOX. FIL TO TOP OF VALVE BOX HOLES RECYCLED WATER WARNING 13 TAG (PER LOCAL STANDARDS) TA TAG (PER LOCAL STANDARDS) y i - RIVERSIDE COUNTY TLMA'. PLANNING AND TRANSPORTAPON DEPARTMENTS RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS JA"E: 02.0513 RECLAIMED PRESSURE REGULATING VALVE 4 RECLAIMED MANIFOLD CONFIGURATION t 1 SINGLE AND MULTIPLE VALVES 314"=1' D" _L, , ° � APPRO\e©gy yiPN E ice: v 2 •*.tee`` STD. R -Ott 3"=1'-0" BE+ MULTIPLE VALVE MANIFOLD NOTE: NO MORE THAN 5 ELECTRIC CONTROL VALVES ARE TO BE INSTALLED PER MANIFOLD. EACH MANIFOLD SHALL HAVE A MAXIMUM OF 15' SEPARATION. ALL MANIFOLDS ARE TO BE INSTALLED IN PLANTER. AREAS WHENEVER POSSIBLE. SINGLE VALVE MANIFOLD (D (SEEPPLE LAN FOR SIZE) UPPLY LINE SEE PLAN FOR PURPLE S LD ZEP.PE BALL VALVES TO MANIFOLD (SHOWN AT SIDE FOR GRAPHIC O (SEE IRRIGATION LEGEND AND DETAIL) CLARITY, LOCATE UNDERNEATH QUICK COUPLER PURPLE VALVE BOXES) D(SEE IRRIGATION LEGEND AND DETAIL)BALL VALVE AND PURPLE SUPPLY OHEAT BRAND ALL PURPLE VALVE SOXEI LINE TO QUICK COUPLER PER SPECIFICATION (SIZE PER PLAN) OELECTRIC CONTROL VALVE (SEE IRRIGATION LEGEND AND DETAIL) 6 ) Valve Box Installation HARK I BY I DATE ENGINEER REVISIONS Flow PVC IOF41 C'.III'. LEGEND: 1. Bronze wye strainer w/ full size blow off valve (80 mesh). 2. Reduced pressure backflow preventer w/ 2 shut off valves. 3. Brass pipes, nipples and fittings, typ. 4. Brass unions line sized both sides. 5. Sch 80 PVC male adaptor brass coupling and brass brass nipple, typ both sides. 6. 12" sq. concrete thrust block. 7. Backfiow enclosure on concrete pad. NOTE: 8. Finish grade. A. Brass is required on all irrigation reduced pressure. Scale: N.T.S 2 Backflow Prevention Device Scale: N.T.S. APPR. DATE COUNTY Scale: N.T.S LEGEND: NOTE: 1. Wall mounted controller with weather proof cabinet Provide grounding rod as required by code. and locking cover. (per irrigation legend) 2. 3/4" conduit for 120 VAC from power supply with 2 strands of no. 8 wire. 3. PVC conduit for OF direct burial control wires, size as required. 4. Scotch guarded control wire connection. 5. Scotch guard 120V. power connection in IS box. 6. 90 dgr sweep ell. 7. Finish grade. 1 ) Wall Mounted Controller Scale: N.T.S. RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS %I RECLAIMED ELECTRICAL CONTROL VALVE I DATE 02 OY3 4 RECLAIMED MANIFOLD CONFIGURATION t ' SINGLE AND MULTIPLE VALVES 314"=1' D" _L, h'raov=_D se mPn - e .,,,. s' STD. R-045 6 ) Valve Box Installation HARK I BY I DATE ENGINEER REVISIONS Flow PVC IOF41 C'.III'. LEGEND: 1. Bronze wye strainer w/ full size blow off valve (80 mesh). 2. Reduced pressure backflow preventer w/ 2 shut off valves. 3. Brass pipes, nipples and fittings, typ. 4. Brass unions line sized both sides. 5. Sch 80 PVC male adaptor brass coupling and brass brass nipple, typ both sides. 6. 12" sq. concrete thrust block. 7. Backfiow enclosure on concrete pad. NOTE: 8. Finish grade. A. Brass is required on all irrigation reduced pressure. Scale: N.T.S 2 Backflow Prevention Device Scale: N.T.S. APPR. DATE COUNTY Scale: N.T.S LEGEND: NOTE: 1. Wall mounted controller with weather proof cabinet Provide grounding rod as required by code. and locking cover. (per irrigation legend) 2. 3/4" conduit for 120 VAC from power supply with 2 strands of no. 8 wire. 3. PVC conduit for OF direct burial control wires, size as required. 4. Scotch guarded control wire connection. 5. Scotch guard 120V. power connection in IS box. 6. 90 dgr sweep ell. 7. Finish grade. 1 ) Wall Mounted Controller Scale: N.T.S. RECLAIMED QUICK COUPLING VALVE 5 ) Quick Couplinq Valve WMAlli►7 HUNTER LANDSCAPE, INC. 711 FEE ANA STREET PLACENTIA, CA 92870 PHONE 714-986-2400/FAX 714-986-2408 CERT NO.3681, EXP 01/31/2015 DATE: Scale: N.T.S. RIVERSIDE 6MNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE: 02-M 13 %I RECLAIMED ELECTRICAL CONTROL VALVE _ f _WITH BALL VALVE STD. R-041 7 112"=1'-0" xtv ' 1O ELECTRIC CONTROL VALVE L SUMP IN, UNDER AND 10 VALVE BOX. FILL TO TOP OF AROU D V IJ ADJACENT HARDSCAPE 4 6" LONG SCH 80 TOE NIPPLE (LATERAL LINE SIZE) VALVE BOX HOLES 11 SLIP X FIP ELL (LINE SIZE) 1/2" x 2" SCH. 80 NIPPLE 70 (1 REQUIRED) O3 CONNECT WIRES TO VALVE USING WATER TIGHT CONNECTORS (SEE 1 PVC PRESSURE SUPPLY LINE (CUT TO FIT MAXIMUM DIMENSION FROM (D OQUICK FINISH GRADE//�� COUPLING VALVE (SEE LEGEND AND SPECIFICATIONS) V MIPT X FIPT SCH 40 Lj 90 ELL {2 REQUIRED) O 1" X 8" SCH. 80 NIPPLE ® SPECIFICATIONS) USE 112" PVC SCRAP T WRAP 12" OF ADDITIONAL WIRE BEFORE.. TOP OF VALVE TO TOP OF LID) 13 TEE IN PRESSURE SUPPLY LINE (LINE SIZE) O Q OUPLING 6 C TEE IN PRESSURE SUPPLY LINE (SEELE FOR SIZE) PLY UNE EE) IQ" ROUND PURPLE VALVE BOX I O NOT CUT ADDITIONAL HOLES INTO BOX) SCH 40 GALVANIZED 36" STAKE WITH (2) SPRINKLER TIES PVC SCH 80 THREADED NIPPLE (SIZE TO FIT) 10 1" PVC SCH. 40 STREET ELL o INSTALL FILTER FABRIC O AROUND GRAVEL SUMP 12 3l4" GRAVEL SUMP IN, UNDER AND AROUND VALVE BOX. FIL TO TOP OF VALVE BOX HOLES RECYCLED WATER WARNING 13 TAG (PER LOCAL STANDARDS) TA �$ ® ] D ®(LINE CONNECTING CLOSED NIPPLE (LINE SIZE) FINISH GRADE RECTANGULAR PURPLE VALVE BOX (SEE SPECIFICATIONS, DO NOT CUT ADDITIONAL HOLES INTO BOX) PVC SCH BALL VALVE SIZE) NOTE: 14 PRESSURE SUPPLY LINE O (SEE PLAN FOR SIZE) LATERAL EE PLAN FOR SIZE) 16 (LATERAL©NE SIZE) 1 ] INSTALL FILTER FABRIC AROUND GRAVEL SUMP VALVE IDENTIFICATION TAG AND 8 RECYCLED WATER WARNING TAG O 4" SCH SC NIPPLE(LINE SIZE) SAU VALVE TO BE USED ONLY IF IRRIGATION CONTROL VALVE S INSTALLED AS A SINGLE VALVE AND NO, PART OF A : : nnam=nI n RECLAIMED QUICK COUPLING VALVE 5 ) Quick Couplinq Valve WMAlli►7 HUNTER LANDSCAPE, INC. 711 FEE ANA STREET PLACENTIA, CA 92870 PHONE 714-986-2400/FAX 714-986-2408 CERT NO.3681, EXP 01/31/2015 DATE: Scale: N.T.S. 4 ) Remote Control Valve "._ 3„ Scale: N.T.S. RIVERSIDE 6MNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE: 02-M 13 %I RECLAIMED ELECTRICAL CONTROL VALVE \ APP—DRY: I- + f _WITH BALL VALVE STD. R-041 7 112"=1'-0" xtv ' 4 ) Remote Control Valve "._ 3„ Scale: N.T.S. NOTE INSTALL EXTERNAL CHECK VALVES ON ALL SPRAYHEADS THAT ARE GREATER THAN 8 VERTICAL FEET IN ELEVATION LOWER THAN THE HIGHEST POINT ON THE COMBINED NON -PRESSURE LATERAL LINE FOR THE ENTIRE ZONE. POP-UP BUBBLER WITH PURPLE i CAP (SEE SPECIFICATIONS) V EXTERNAL CHECK VALVE 0/2� \/:�J (SEE SPECIFICATIONS) V FINISH GRADE ADJACENT HARDSCAPE 4 (IF APPLICABLE) 1/2" x 2" SCH. 80 NIPPLE 70 (1 REQUIRED) NOTE INSTALL EXTERNAL CHECK VALVES ON ALL SPRAYHEADS THAT ARE GREATER THAN 8 VERTICAL FEET IN ELEVATION LOWER THAN THE HIGHEST POINT ON THE COMBINED NON -PRESSURE LATERAL LINE FOR THE ENTIRE ZONE. RECLAIMED 6" POP-UP WITH EXTERNAL CHECK VALVE 9 Spray Pop-up Scale: N.T.S. BENCHMARK: 1P No. 110029, PP No. 25909 COUNTY OF RIVERSIDE PROJECT NAME KNOX LOGISTICS BUILDING B LANDSCAPE PLANS IRRIGATION DETAILS SCALE: FOR: W.O. COUNTY H: -V:- NEWCASTLE PARTNTERS FILE N0. ET NO. 10 PET x FIPT SCH. 40 (1,12" D/6� 90 DEGREE ELBOW (1 REQUIRED) V 112"x W PVC SCH. 80 NIPPLE VI F PT X MPT SCH. 40 8 90 DEGREE ELBOW (2 REQUIRED) x S x T TEE IN LATERAL LINE OS (LATERAL SIZE x 112" F PT) LATERAL LINE AS 70 SIZE NOTED ON RECLAIMED 6" POP-UP WITH EXTERNAL CHECK VALVE 9 Spray Pop-up Scale: N.T.S. BENCHMARK: 1P No. 110029, PP No. 25909 COUNTY OF RIVERSIDE PROJECT NAME KNOX LOGISTICS BUILDING B LANDSCAPE PLANS IRRIGATION DETAILS SCALE: FOR: W.O. COUNTY H: -V:- NEWCASTLE PARTNTERS FILE N0. ET NO. 10 0 0 w z z < /t3 w Q z Q LL1 M z z b O- < w (n J I ry Q z F- 0 O L J I' 5 a_ w d } tl_ Q _j z 0� w w, v' <c z f— <>; cr- Q ry a- (5 w u) z CD Li O z > O b z J Lij 0 aw w z > C> z 0 F n L)- Q CL Fry Q n 0 o w z u %4QA ni•. (n F_ Q rk o h� LL EC rn b Lli M \ Z z b O_ L) ry Mry J CLLI CL z a Cr <C w z F— ~ a Lail n Lr w LI_ z rJ c ca <zc z z w ry F_ o F z 0 c CK 0 a � V w 02 b V1 C) < w Q V w LL v > C_ z n L <t GL a d la 0- <c a 4 ) Air Relief Valve PLAN OOE ECTRIC CONTROL VALVE FROM `�) PURPLE PVC SUPPLY MANIFOLD `JMANIFOLD TO ELBOW CONNECTION ® PURPLE DRIP LINE LATERAL ®AIRIVACUUM RELIEF VALVE AT EACH HIGH POINT © AIRNACUUM RELIEF LATERAL O7 PURPLE PVC FLUSH MANIFOLD OB PURPLE PERIMETER LATERALS 12" FROM EDGE Og HARDSCAPE EDGE FLUSH VALVE 10 PLUMBED TO FLUSH AT LOW POINT IN PURPLE VALVE BOX NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. Dripline Layout I END FED CONFIGURATION Scale: N.T.S 1) /---(2 3)Drip Line Layout On -Grade Scale: NTS Scale: N.T.S I ( 7 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND(OR A GRADING PERMIT HAS BEEN SSUED, The pduate landscape architect signing these plans is responsible for assuring he accuracy and aaaep obilSy of the design hereon In theeveptoNiscreancies arising after county appreI or during consbudiion, the private landscepe 91chitect MARK BY I shall be responsible for determining an acceptable solution and reining the plans for ENGINEER aooroval by the county. O�1 RECTANGULAR PURPLE VALVE BOX ]� INSTALL FILTER FABRIC (SEE SPECIFICATIONS) AROUND GRAVEL SUMP (DO NOT CUT ADDITIONAL HOLES INTO BOX) ® 45 DEGREE PVC SCH. 40 FINISH GRADE S x S ELBOW (2 REQUIRED CONNECT WIRE TO FLOW SENSOR USING WATER O TIGHT CONNECTORS (SEE SPECIFICATIONS) hLL 314" SCH 40 PVC CONDUIT WITH SWEEP FOR ® 5 FLOW SENSOR WIRE (TO CONTROLLER) �w a (TWO REQUIRED, IF NEEDS f FLOW SENSOR{SEE PLATY FORSIZE) ®3/4" GRAVEL SUMP IN, UNDER AND AROUND HOLES 70 SCH. 80 TOE NIPPLE (SENSOR SIZE If BRASS) VALVE BOX. FILL TO TOP OF VALVE BOX SCH. 80 PVC SEGMENT CUT ADDITIONAL HOLES INTO BOX fSFNSOR SIZE - IF PVC) 4" LONG SCH 80 TOE NIPPLE i�.fq-pryii/¢��d^� •• y'��,t � rre��S�'{g S1 n-�,at r�Ya '$ate'^lioF'£ O FINISH GRADE .�Sn ��, �' be$ ds SmKAdEAre ROUND PURPLE VALVE BOX DRILL HOLES J� O10" INTO BOX AT SAME DEPTH AS TUBING, IDENTIFICATION TAGANO 73 RECYCLED WATER WARNING TAG HEAT BRAND "AR" ON THE LID IN V 314" GRAVEL SUMP IN. UNDER AND TALL LETTERS O AROUND VALVE BOX. FILL TO TOP OF AMENDED SOIL MIX VALVE BOX HOLES (REFER TO PLANTING PLANS) VACUUM RELIEF VALVE ® INSTALL FILTER FABRIC AROUND SUMP L`(J0/4� AIR (SEE SPECIFICATIONS) PURPLE SUBSURFACE TUBING 8 O GRAVEL RECYCLED WATER WARNING TAG (PER LOCAL STANDARDS) Lam,/ (SEE SPECIFICATIONS) ©PVC SCH. 40 COMP X FIPT X COMP TEE NOTE: LOCATE AIRNACUUM RELIEF VALVES Imo. w AT ALL HIGH POINTS IN SUB SURFACE TUBING SYSTEMS r '- �. RIVERSIDE COUNTY TU k. PLANNING AND TRANSPORTATION DEPARTMENTS DATE 02MQ RECLAIMED AIR 1 VACUUM RELIEF VALVE �, Aoneove°sv nme ON SUBSURFACE TUBING 'b STD. R-084 3`V-0" ae�. 4 ) Air Relief Valve PLAN OOE ECTRIC CONTROL VALVE FROM `�) PURPLE PVC SUPPLY MANIFOLD `JMANIFOLD TO ELBOW CONNECTION ® PURPLE DRIP LINE LATERAL ®AIRIVACUUM RELIEF VALVE AT EACH HIGH POINT © AIRNACUUM RELIEF LATERAL O7 PURPLE PVC FLUSH MANIFOLD OB PURPLE PERIMETER LATERALS 12" FROM EDGE Og HARDSCAPE EDGE FLUSH VALVE 10 PLUMBED TO FLUSH AT LOW POINT IN PURPLE VALVE BOX NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. Dripline Layout I END FED CONFIGURATION Scale: N.T.S 1) /---(2 3)Drip Line Layout On -Grade Scale: NTS Scale: N.T.S I ( 7 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND(OR A GRADING PERMIT HAS BEEN SSUED, The pduate landscape architect signing these plans is responsible for assuring he accuracy and aaaep obilSy of the design hereon In theeveptoNiscreancies arising after county appreI or during consbudiion, the private landscepe 91chitect MARK BY I shall be responsible for determining an acceptable solution and reining the plans for ENGINEER aooroval by the county. O�1 RECTANGULAR PURPLE VALVE BOX ]� INSTALL FILTER FABRIC (SEE SPECIFICATIONS) AROUND GRAVEL SUMP (DO NOT CUT ADDITIONAL HOLES INTO BOX) ® 45 DEGREE PVC SCH. 40 FINISH GRADE S x S ELBOW (2 REQUIRED CONNECT WIRE TO FLOW SENSOR USING WATER O TIGHT CONNECTORS (SEE SPECIFICATIONS) EXTEND PRESSURE SUER LINE TO 18" DEPTH 314" SCH 40 PVC CONDUIT WITH SWEEP FOR ® C PVC REDUCING BUSHING FOR REDUCTION IN PIPE FLOW SENSOR WIRE (TO CONTROLLER) SIZE AT FLOW SENSOR ®FLOW SENSOR (PVC OR BRASS) (TWO REQUIRED, IF NEEDS (,SEE SPECIFICATIONS) FLOW SENSOR{SEE PLATY FORSIZE) ®3/4" GRAVEL SUMP IN, UNDER AND AROUND HOLES 70 SCH. 80 TOE NIPPLE (SENSOR SIZE If BRASS) VALVE BOX. FILL TO TOP OF VALVE BOX SCH. 80 PVC SEGMENT CUT ADDITIONAL HOLES INTO BOX fSFNSOR SIZE - IF PVC) RIVERSIDE COUNTY IUV1A: PLANNINGAND TRANSPORTATION DEPAR-WENTS FINISH GRADE )A7D2-05w!3 RECLAIMED FLOW SENSOR.. r. - s�accr.-n er. ami AT 12" DEPTH ' \a_ STD. R-022 3"=T-0" aev Flow Sensor DATE RENNONS APPR. I DATE COUNTY Scale: N.T.S 1. Weather station, mount 6" above grade. 2. 6' post. 3. Mount to post or with conduit clamps. 4. Run lead wires to controller, Scale: N.T.S r 6 ) Mini -Weather Station For most accurate temperature sensing rotate ine I>"iWS so that the thermostat portion points south. 1. The MWS is designed to mount on a 2" dia, pipe post, any combination of pipe and fittings may be used. HUNTER LANDSCAPE, INC. m 711 FEE ANA STREET PLACENTIA, CA 92870 R,I,°ate PHONE 714-986-2400/FAX 714-986-2408 CERT N 0.3681, EXP 01/31/2015 DATE: Scale: N.T.S Q FINISH GRADE {gyp fA ��Y�i�>1L•e, `i �i a? )1�,(d3git�,r:� &��4r��ti. Y P`diy �R.yl�e� (� s��m �,�,����1 DEGREE ELL CONNECTING v ^ I}}t•If� .K'i.m s' ?iumy: lk,�_ II 31A" SCH 40 WIRE CONDUIT WITH W SWEEP FOR MASTER VALVE WIRES LJ (ONE (LINE L I FLOW SENSOR{SEE PLATY FORSIZE) FCcfjl� s3 �L BOX (SERECTANGULAR SPEGIFCA OI DO NOTA 11 GRAVLL SUMP FABRIC AROUND CUT ADDITIONAL HOLES INTO BOX 314" GRAVEL SUMP, IN UNDER AND @ FILL TOP 4" LONG SCH 80 TOE NIPPLE i�.fq-pryii/¢��d^� •• y'��,t � rre��S�'{g S1 n-�,at r�Ya '$ate'^lioF'£ RA e�- W .�Sn ��, �' be$ ds SmKAdEAre � ham. J� MASTER VALVEVALVE SPECS) IDENTIFICATION TAGANO 73 RECYCLED WATER WARNING TAG l"l (SEE WIRES TO VALVE USING (PER LOCAL STANDARDS) OCONNECT 7 WATER TIGHT CONNECTORS (SEE SPECS.} Q RIVERSIDE COUNTYTLMA' PLANNING AND TRANSPORTATION DEPARTMENTS DATE: 0205.13 °1 RECLAIMED MASTER VALVE - ,—_.....- - . , ... • � . , Imo. w - k Scale: N.T.S 1. Weather station, mount 6" above grade. 2. 6' post. 3. Mount to post or with conduit clamps. 4. Run lead wires to controller, Scale: N.T.S r 6 ) Mini -Weather Station For most accurate temperature sensing rotate ine I>"iWS so that the thermostat portion points south. 1. The MWS is designed to mount on a 2" dia, pipe post, any combination of pipe and fittings may be used. HUNTER LANDSCAPE, INC. m 711 FEE ANA STREET PLACENTIA, CA 92870 R,I,°ate PHONE 714-986-2400/FAX 714-986-2408 CERT N 0.3681, EXP 01/31/2015 DATE: Scale: N.T.S Q FINISH GRADE ® USE 712 PVC SCRAP TO WRAP 12" OF ADDITIONAL WIRE BEFORE 2 DEGREE ELL CONNECTING _ $To R-092: (2 REQUIRED) (2 &� SCH 80 COUPLER REQUIRED) SIZE) 31A" SCH 40 WIRE CONDUIT WITH W SWEEP FOR MASTER VALVE WIRES LJ (ONE (LINE PPOSNRE SUPPLY LINEALIGNWITH 1D (TO CONTROLLER) FLOW SENSOR{SEE PLATY FORSIZE) Q BOX (SERECTANGULAR SPEGIFCA OI DO NOTA 11 GRAVLL SUMP FABRIC AROUND CUT ADDITIONAL HOLES INTO BOX 314" GRAVEL SUMP, IN UNDER AND @ FILL TOP 4" LONG SCH 80 TOE NIPPLE AROUND VALVE BOX, TO Ll (LINE SIZE) (2 REQUIRED) OF VALVE BOX HOLES J� MASTER VALVEVALVE SPECS) IDENTIFICATION TAGANO 73 RECYCLED WATER WARNING TAG l"l (SEE WIRES TO VALVE USING (PER LOCAL STANDARDS) OCONNECT 7 WATER TIGHT CONNECTORS (SEE SPECS.} NOTE: ALL CONDUIT SHALL BE SEALED WATER TIGHT WITH EXPANDING FOAM. RIVERSIDE COUNTYTLMA' PLANNING AND TRANSPORTATION DEPARTMENTS DATE: 0205.13 °1 RECLAIMED MASTER VALVE .acAe � NORMALLY CLOSED AT 12'DEPTH nPexaen er: rrtvN - k Master Valve SL O (2 O2 10 SF A[ O3 18 P\ OI 4 P\ O CI Scales N.T.S )UNC ( % RIVERA0ECOUNTYTLNX PLANNINGANDTRA, 8ORTATIONDEPARTMFNTS DkiE_0205.13 k RECLAIMED MANUAL FLUSH VALVE ASSEMBLY x� - FOR POINT TO POINT DRIP •n 3"-T•0" SEv ��`•:'"" _ $To R-092: 5 ) Flush Vlave Kit Scale: N.T.S CHMARK: 1P No, 910029, PP No. 25909 SHEET N COUNTY OF RIVERSIDE PROJECT NAME KNOX LOGISTICS BUILDING B LANDSCAPE PLANS OF�, IRRIGATION DETAILS E. FOR: W.O. COUNTY H: v; NEWCASTLE PARTNTERS FILE. NO. a IRRIGATION 1. SCOPE J° Final �4tce�ta - With' 10 ct of the Gontil is not cation t at the indst Dation is 9. VALVE BOXES PC no e e, e . ner an rpqutr a gn i wt o serve a in cal do a 1 incl cceptance <c is not the ill a are a nc lied a ori c m left niieonracor, and All v hr , to iud ng ressure re slat n . alv s r ole cont of valy s d ate valves shall be installed Famish all m tenial tools, qui merit and lett r required to install a m let o table im anon p q p w tem s in `�, at on the .dere, �to s, as specified and as necessary e,e�mpfetg?he contr�ct, including, approved by the �v ner, wtilpstgn y tinaY I ' plane oy re $wn6r. in sultaeblse vacf u oxpes ss shown in de�aiis. { '�idxes shad have fdcfC'nggCovers.) not fimite lo,et ese major OEM K. Irrigation Guarantee A. Irrigation system and related appurtenances. (1) The entire irri ti s sterTi shall Pe ancon ition Iva�v a teed by thhe Conti ct�r as 10. CONTROLS The I anwi�cransnip includinet ng o` taofi le teas t elow grace for a Li B. Connections to water and electrical utilities. pe o one year of owing the date o ria acceptance o #Cie wor . A. Autom attc Controller -Automat°c co troNe s hall be of a and manufa ter sho n o t i t e drawings or approved equal anciinsta{iee�per manufaot�r�r�s recommend�a�ions an'� detailed C. Excavation and backfill of pipe trenches. (2) If, within} one Xe rfrom the date of co�ncletion, settl ment occurs nI dg in �rawtngs. i e, va es n inn anon head so r avriegCi rciper ere o plimanent D. Record drawings and guarantees, rides, ti Ce actor s part he or unit r sgn a t s a I a e a B. how �/oltacae ontrol Wire - 11 wirjn to b se for o neo th t c con# oNer t aal ee�fis witRour or o§t !e me , carie , ine u ing compfr3te res ora ion of all theme eleec nC c2 esn tdiactr�a a rot o uc�oo� va ne s i pe T e l�F� { ttm,7-sir ni s tC!° Z E. Permits and licenses. 9 panting, paving p 6? , PV of eh � rove unhde rFpu I e t er a ,e. �c�i pilot Z Q 3 or filo wire rf� �e°biaC a common v being w. tie. ss1 es a gain e \ F. Testing of completed systems. () Shglild an fee e atonal difficulties in co nectjon with the irri #ton s stem develo oat o le a e ectnc va yes are not ermitte Conti I wire she a e au a indicated on in , cn itfic the ed uar ntee,htelthe dreateerawmgs. rnlp nor rifri t10r man hip, s I difFicult a a�f fie i mad y ep�t e atG. Cleanup o aefdtttonafost to tie Owner, ir�cluring any ental! other damage caused by such C. Commun' ti Cabbl - C muni tion cable from the central computer to the field control < 0 2. QUALITY ASSURANCE refeC#S. units shad beoro P/16-�1 cafe. z Q of Intt lets - rovid a lest one ers n ho hall be re ent.at al ti es L. Pe %s and Licenses - Unless oth ise stated, secu a the re uirelj jcensi s and per its , D. 11p �ctlt Wire tQ C pito ler - 11 p volt wire shall be per local code as to type and quality. Q A. d ranifi ti cn {iQn otttiis o Ion f t ie worK rid w s�a�l be thoroughly fa ilia wi h t e type inc n a m nts of charge ant e - s, iv re utr cc notic s�o b�t latehonjiles, anmd verify Install nn conduit 2� below grade. t - Q m eCiaelsiaein msi�al d .and tllle makena�manpu act�re%irecomJrnendec metro s 3 perMs c ret or arrangements mace b�+ other off acting i re w8r C o urs section. Of insta anon and vJ io s alP(direct a won performe un er is section. 11. BACKFLOW PREVENTION UNITS Li 5. MATERIALS rn B. Code aSan and - l ad i ion o coin n w, it II ertin t es and r I ti n, Backfiow -rev.-nti n its s a b ,of size and ,% pe, s'ndi at -d on the dna in s. All,backf w ~ n ric e lh Elect i al tet e s of M tenial int d in this s coon en a s the ene al items ncountered. If products listed below are reventi rill uniC sfi i ins a� ertei accorclan, witCi dentafecdrawings ant the requiremen#s set forth by in t I$ Bate r�%s �Q t�, dti®n�P e t lob a�' €� rd r � p j g T p, y P i e tate a i ora ivi ion qef Iii ustnal a e rders o t e tate o all orni ivision no use or the ro ectdein ins al ed, e a to a omitte oval co es an /or `teoun Healh department. z O o Industrial a ety, or all a ectrical work an ma erials. 6. PIPE 12. IRRIGATION HEADS Z v iw— 3. SUBMITTALS p f� w A. PVC A. g ri tiler hea s hall be of the tv es and sizes ith the die a er or radius of threw, ressure, P= p J A. Materials List - Within thiry-five 335 calend r Oap,, after award of contact, and before a d�sctiar an�of�er deal natipg n cannery to le#ermt a tie �yp sad i es as lndi to on the ¢ �\ m z it ation,s stem materials re d�li�ered to tfi o . de submit to tth Owner a complete �ist of (1) PVCC Pr sure Rated Pipe - Type 1220 (PVC Class 200 and 315 and PVC Schedule plans. fCiey shall pe con tructe o bronze, brass, stainless st e an or igh impact�p to ry Q a�igimgatio�i system materials proposed to beldmisshed and installer. 40-112tC v o B. q11 Bads of pard ul r e of functioji in the s s e s11 II be of, the s me manufa tar and r✓ (1) Show anufgcturer's name and catalog nu b r f r ea hh item; furnish the T e I rade 1 ressure rated i e. shat be, ar, ed wi tie anufacturer ame nd it�enti ication in suc�i a position tt at �iey a. i manufacturer s recommendations as to metsiode ofinstallation. h: aerials shall r lei re uiremetit set forth in the ASTM current standards. can Iden#ified without being remove from the system. c. 5�.utside i�tameter of pi ) shall tie the same size a ironLJJ Rn ctf (2) U cin aip�proval b the Owper ,the r�ianufa tare 's ec minendations shall become the d. i e shy I pe marked ct interva s not to exceed 5 Peet wit to following 13. OTHER MATERIALS Z basis tent acceptance or rejection of actuaimefhoes of installation used in the worPk. fo at ion: lVaf a t r is name, nom' I i e size, PVC t e and, ade ((,,'.e. PVC. All other mat ri I not spa ifcaily enc ibe0 but re fired fo a co i to and proper irriga io ystem I— o (3) Do of ermit ai i�ri ttion S stem component to be brought onto the job site until it q: .rating class, Fpcpproval and c�fnmercr �stantiard designation i s#illation, sfiafl be new, fcirst quality of their respective kindrs, an ueblect to the approva� of t ie I— hasf�eesn appro e b�ihe Oirner or his representative. 6- �wner. \ w w V rile sh 11 om I w th st n ards set forth in CS 256-63. (4) Aep royal of anoy item or alternate 'tem in*attes oplt that It apcabregtl eets the C. V se I s a y oC a t�1re re 14. EXECUTION v M r FucrevTents f t e fdray ingspoh t 2j sis o the in ormation u mitt i an oes not qh: V i ngs s is had 44 or 80, PVC T e I z i— re leve ontractor o an res onsi i i go ve t s aN e # 1 ra �UUF p oved as ria�nufac ured by Industrial A. Inspection J r Po�ych Servt ar�den� 804orni , Gtr ail rove equal. . 4 B. As -Built Drawings i, Cau iqn shall utiCize'in handli g T pe� i e cu to he possibility of (1} Pn r to, II ork f thi sec on, careTR y ins act the in tape work of )),ether trades tt f�i { d w c ckrn s iCtin Lien drop eo ori dl c araC ss anif verify teat all succi work is complete toile point where this mstallaation may z p o (1) Darin the course f installation, ireful) show in red line on a. nqt of th irrigation j. re aol�e or onors, �i e sha��e bell eno, 6 forming to AS,TMD- properly commence. c w syster�i drawings aCl changes mace to thye irrigation system durirCg installaefion. 972. Install cro�n Kett r bPnks as re ,ommeC ed in Johns-Mansville t b �t installation guitle fVo. i -6u 4, where concitions dictate. (2) modes �and the ulaigionsntCiye oermi a� ldesignt the references ndanrc andt all pertinent © (2) Dimen 'on from ease ide tifiablse q rmane t fe tunes buff di s,.m numents, . LJJc>the sinew ls, pavemeni!yeic �pCints �teconneclion�wtCernq YpegCrica�, wire rorthng (2) PVC High Impact Pipe -Type 2110 (PVC Schedule 40 and 80) manufactures recomrhendatiCins. z sprinkCer main routing valy ocations and other re ate a ui ment as directed b Owner. p z G de I Hi h lln a t Pi e. (3) Verify all field conditions i cludin roperty li es, ri hts of wa ac boundarie I— <c (3) �j on coin le ion f the irri ati n s st m ' st�llati n, c natally tr Hetet the as-buj t h: �42i,�E r meter f i i sCiall a th same size a iron ip ease ants a � an other�egal tj hysicat e�ementgas requir d for e succeS8%JI Y J dsta to re{irodyciboles s �4ec lie �p tCig ener 18onc`itions an submit one legi�le c. e Cie markectct interva�s not to exceed 5 eat w h tCie following comp etion o the roject. Q copy as descn ed unifier s ui is be ow, to ttie Owner. or a ion: Ld asci re ' n nominal pipe size, PVC , t e a d r de. i.e. PVC B. Discrepancies ®� C. Submittal of"(As-BuiIts" - Upo coin letion f the irri do s s em iXistallaion, and s a�0�, scheiusle,` approval and commerciapstanrar cesi�nation CS 207- 1 In the event of discrepancy, immediate) Holl the Contractor or his authorized c > condition f it s ac ace, E til the Owner the s-9 s drm Vongs re erre , to move. The O p Y, Y notify W cwt tltlehve of the As- R Dara Ing s all n t relieve the ntractor of the responsibility of d. VC pipe gh II I with je d�rdS et forth in CS 207-60. representative. ZQ i furnishf �ng requi�er nilorma ion t�ia mayonavebeen omiotted. VG SCndis hre ao�C {{ti ss V.c40 8,,ired. (2) Do not rote d with installation in areas of discrepancy until all such discrepancies A�I hgr dad Vsh a Sche e 11�. have bas fully d. * a 4. Product Handling t ea en resolve�i. Sgoven# h�I b #ft% Gr flied as manufact red b A. PLotection -flee all means necessary to rotect irrigations sttem m terials before, during, and Industria Po�ycehemica�rservice, Uq'rdena,a�iiornia, or approve equayl. 15. FIELD MEASUREMENTS atter installation and to protettct the install9d work and mate of all other trades. (3) R - PVC - " rownline" lila. Mabe 11 necessary measurements in the field to ensure precise fit of items in accordance with the B. Resessaryeo thelapprovaCof Che �wngee'anct'atd o ad tionalacoStpo tie �wncracements were-tialrC A'i �1VIf iie shall) be ,nstalled perpirtanua tu�erls t 10 intervals ongina� design. recommendations. 16. TRENCHING AND BACKFILLING (1) Exercise . re i handiin ,loading, un oadin ,and torin I sti pi and ftt n s under cover ntrl rr act tto instal; tan rt plasti i o ty on. fre` 1i to rn ith bed (oh9 (4) Wh c rine do is I sti to metal, ma( adapters shall be sed. The mal d ter A. Trenching enoughi to aCidv�the pipe to flay al to avoir ifcueeending an concentrated external shaCl�eohaneCfgCitlerte , pCus one turn with a strat wrench.. Coint compounctsahal�be load. )onhardening sea Ing compoun compatible to p antics. ompound must not lubricate (1) Exc vation shall be o n verb I c tr ti sufficie tl wide to rov'de fre (2) Ren air all d nted or imaged pipe by cutting out the dented or damaged section and trle j°int' worm space arouncChe wor einsCaeeandnt p t �a ill pc 11 backfilling o rovi e rn e s ceo or and compacting. rejoining will a coupling. B. Brass Pipe (2) Trenches for pi e shall be cut to re air d r de Ines, and tre h bot{ shall be C. Connection to Utilities (1) Wh re indicat on tt�e dravy"n s, br s e shall be red brass screwed pipe cpmpacted to �rovide an accurateradee a`i umorm bearingnfor the full length of the conforming tol�ederal Specification �1/�/--�'-351. pipe run. (1) SSour a of water and podrrer supply: Verify tnd be farTdilitr with the locution size,an�i detaitof stubouts prov ed as a source o water an a ectrict suhp�r to the i ation (2) Fittings shall be red brass conforming to federal specification WW -P-460. (3) When two p �s are to e placed' the, s rri�C tt pch, maintain a ix -inch space between s stem, as shown on tike glans. Source of supply and amt o o e do sha�f�e pipes as a inimum. o pipe she be ins a e directly over another. e, is }g stub -outs at approximate locations as shown oti plans Mo, otherwise C. Galvanized Pipe B. Backfilling (1) re indicated o the drawings, galvanized Steel pipe shall be ASA Schedule 40, (2) Existtjn utilities and conditions: Pri r to c, fling into the soil, locate all cables, milcCsteel screwed pipe. (1) BaZfill mater I sha11 be IBM' soil. Un uitable material, incNd%pg clods d co gs, se erre tic tanks, and other utilities as are comme7nl dncol�n#ered roc s over 2 1`/�" irsize, s a I be removed from the premises an isposed o legally at n�ercrcutcantsl�e �roperrechatitio�is notdtf dame a or dist rr nuc i rov, m rite. (2) Fittings shall b media Ivanized screwed beaded malleable iron. Galvanized no cost tothe Owner. a co is ext s e n su o .s ac a an he pro osed won , ro. tf notify tCie couplings mayehe merc c in) coupling. 2 All Backfilling y properly p Owner who wi erten efor reloc tion Froce d i thsame ma iter i rpo layer or O g shall be done careful) and shall becompacted. any other coneitions encountereel undsergrouncmalce changes actvisabe. (3) All alv ized i �j fittin s instal ed below r d hal bbe ainted with two 2 r� cows ot�oppersfl Biturn stic an wrapped 9uit1 mi � tap . () (3) Depth of trenches shall be sufficient to provide a minimum cover above the top of the a. Where investigration ohf Isublurface.c nditio s h s beer ad b� a ualified pipe as o lows: bod m reaS n vvfhic ort mal{ena�s ma�r�e o Laine t�e o. tri for may (4) All nondomesticial�ranizedsioe instadlled rarade Jail be stenciled or identified recresi, e use o such in orma ion ut w II a irectiy responsible or ds with green tape a I tonne ti ns an con m ously a ong its engt. " over non- ressure otor -up lutes (mi imam). ^1 ve c Ica ion an accuracy. : "over 4On ressure,latercRCties {mibr inYaum . . Co D. Coepger Pi a adnd.Fittings - Where indicated on the drawings, copper pipe shall be type "K" c. " over � v It conduit an non-pota a irrigation main line 3" and smaller D. Inspection sw t solesere pipe. minimum . 111i.0d. 44 over over pi a serving potable water to a backflow preventer and 120V (1) At all tim s permit.they Owner or hit alathorized argen� to visit and observe the work or 7. Risers ncurt (mimmu ). rry�� any art tetiI . aintai roper aci'{t es and ovici, R. sate accesS.for su h �" cover over ipe, crossi nil r avin m'nim m). p5e atio s to all parts oaf th work.. M r thcspecii is tion re uire won�k to be All sprinkler heads shall have risers as shown in the detail drawings. f" urclus e h r nt nmda reacicfi Ing sligN ibe disposed of on the premises (este it s% II n t k>e coverede until Mat ora p ove+nb a (� ne and ov rnmg as ireMe y t e van r. a encies. he tractor sh K $ole res onsb fo n ti in t e van an 8. Valves o air d a c� e s ri� carie dgwen�sucCifwor is 17. INSTALLATION OF PIPE reggr e g iy �8 hgour noJ ynim im r shire Cir Z to ea i e s o t tin ho an nuc won c ver wi%out such test or A. Gate Valves approval, its all, i so or ere , be uncovered at tCie Con ractor s expense. A. General (1) Gate valves 3'I and smaller sh II be 125 I b,. SWP bronze gate valve with screw-in Lf) Lt)(2) Observations Required bonnet, nonnsing stem and solid wedge disc. (1) he irri anon pi in la out is S h uratic Contractor can eke minora 'ustmenta to w r) (2) s rcqugirectto auorrCcpflst 1 eC(ementf or confirm to oher e conditrords. a. Prestart Meettr (2) Gate valves 3" one smaller shall have threaded ends and shall be equipped with a ria cases there should be no on lois betwee ht imgatton syn em,ep anon , an e w b" go%t orcon a ui me t and a ds bronze hand whee or operating nuts. S St r I elements. h ontracto is es onsi tto or a tamm c ra + a t n i— r e int Ica e nor a rovafo an sucifi ai usCrnen from thj iC ` g c. in i e ress re e a trent depth check., pp y j e wrier n or r con in of n vi d. aerattr pnch daepth chhe�cr}c. p (3) Gate valves 3" and smaller shall be similar to those manufactured by Kennedy or any nuc ange. <t w ov r ge teet.and prefinal observation. approved equal. r suqre, alar si e, size of nervi to meter, at each ant of Cn L� f (� t g p g 2 tomo to ion. I�t tie 1 el d tri if, p C , t ina o serve ion. O d c>r � o (4) All ate valves shall be installed per detailed drawings. onnection. eke i a co neo rotas a owtn for onsi a minor devia ions i•om w E. Sta da d of Instal tion - Materia I and w rkmanship shah be in accordance with oval codes i n sho non tans ue to s t co diti ns Adv eviatio from es` criteria \ an cin Hees oti!fe all consti uted autli ities exc t that wher provisions or these B. nick Couplin Valves - Q inti co Alin valves sh I be of manuf cturer, show pn the a � obe%rpu t to t e attention oil tde Owner. Continuation of work shaiTgbi at Z sped rcatrons excee such regirements,fhese'spec1 Ications shall govern. �rawin sora rov e ua . Each u k co le shall have a mo d d vin I loc�cin Cover. contractors ani expense. U o cgom le#ii� f to ntr t enc nor loin it accepttan sup the? ner ith quick o _ ecu le tiees h se es of`Cie u �- nti called for on trjee s. ti uic ccouer ke and 3 Verify the st tc re s re, meter, size, ize, of ervice t. meter, at each, on of p F. Preservati n anit Clea n Cleanup all work as it pro resse At fre vent int ry Is, rid at ��vy e p O i 1e i or de i fir m it ova and die o e o a um lations fru bisfi and hos elfls stia be of t e s m arlaafactilrer as the couplin�valve, All Quick coupling vyalves onnection. `�ilE , fsna� Gonne tronas alfowpn for pons m n via �ns o. lel t{riles w�n eceeh the �rr✓ner, rem s d p tCc g tr b is of a iii s. the t o com lett on, h entir sites asl be c ered o too s, she be meta a er etai a rawin s. c ti n sho non lan duecfio s #e co diti ns. An e ,cation from esiq criteria 0 ��. w I equipment, rubbish, etc., aii�oef which shai4 be left in proper, dean condition ready�or Mall ob+� brpu�it to ttie attention o� the coOwner. , ntynua�ons of work shaitbe at P m acceptance. C. Remote Control Valves contractors risk and expense. <C cr d z G. Com letion - The work shall be accepted in writin when the entire scope of work has Oeen (1) The electric remote control valve shall be of th pe nd mranufact rer sh wn on the B. Under Existing Pavement i— m�Ceted s tisfactorrl to tt�e Qwner�, n judge t�e work, nq all wince ford vi do from drawin s, o proved equal, anct installed per dee�ailecf drawings anon manuofacturers 14 _ th°e eiriginal pans and specifications wil� be ma unless previously approved by t`�ie �wner. re ienc ataiotis. (1) ppi a rel%uidred" under exis •ncq �a ercent shall be insiiflled b akin borin or F r aull rivinNc except t o o y rau is riving wi a pe itled �nder a phallic w o- z (1) Phe an item a pears on the Ian a d of in the ec'fc tions, or in the (2) Valves shall be installed minimum 6" from all fixed objects and 12" apart. c ncrete pave ent. d w speciicattons enc not on the plan, it shaihbe considered moth. D. Pressure �e ulati Valves Press re re ulati vale shall be f th tv�e and anufacturer (2) Wh e cutfn or breaking of exi tin avement is nate a, , se re ermission from. (2 Th Owner tr his authorized representative shall have the final authority on all items show on thi drawv s, or proved equa�, an eta er per deta ed cCra Ings an the w er �cfore cutt n or Brea to { e avement ands af� Chia ce alta oes a r+ airs 1- ryof the project. manufacturer s recon menctatipOns. and repnlacements to ti�a approva oche Owner and at no add t oriel cosf to the 3wcer. m n o r in ke s ands are arts shall be E. Che V Ives - Ant- rain val es s all be of hea d ty vir- in PVC or b- ran constructio C. Ins eition f p. i e a d Fittin s - Care ally ins ect all f , e rid ftf bffore,' st Natio w d H. EE uj e t to the Furnished Irrigatio a trh a t, pe at g y p p ICKa jd 1 r Anti- eriovin aCi dirt scat, rid urns an+ reaming as re�iiire; rnsial1 pipe wiii a marfCings up Ll w w fu�i rns 1ecfto the Owner as shown on tiie a s. with F.I.j� thr ad�j in a rid ou let internal arts s a e s mess alae a neo ne. v o grain va�ves s�iE be �ea adjust Ole tq�ainspthd i a oeut prom i5 is 4o fe taof hea , 7fie nti- trot visua� inspection ant yen` Ilcation. z I. ggervice b the Co tractor - The C ntt ctor Sh II service th syst mat the Owner's re es ra in va ve w ere i ate n t e E . a I�i f t re w ich wilt Z duan th�gi ran{iee per od and sCiallf la pa dlor work er�o AS 8 which is not co erer�y he auSomatica ly stop ire ow ofwa r Lien if eXceee' tfie p set ly ie anuf cturer. The D. PVC Pipe w o arcntee It requested �y the Owner, the ontractor shall tfurnish the Owner wit�i a ache ule anit-drat and x ss�jj w aloe s all.be s mil r to to Velton RDj/-X , ainmBird M-1 r ry I-- Pservice fees. aapfrover equal. �Spn 1 Zrtieaclshaving checCC valves m Heads will not require additional check (1) PVC pipe shall be installed in a manner which will provide for expansion and o © p NOTE: ON-SITE SPECIFICATIONS ONLY. SEE COUNTY OF RIVERSIDE SPECIFICATIONS FOR R.O.W. AREA (APPENDIX A) Of d- � SEAL—LANDSCAPE ARCHITECT BENCHMARK: SHEET INO. rn NOTE: IP No. 110029, PP No. 25909 oT WORK CONTAINED WITHIN THESE PLANS �PNcsc REPARED BY: t) o qp COUNTY OF RIVERSIDE 12 � � ^'���^^^""" ^'�"'"�^^^""^^'"^^"" SHALL NOT COMMENCE UNTIL AN ,���-� NA eq PROJECT NAME Z Q DIAL ENCROACHMENT PERMIT AND(OR A 5� s HUNTER LANDSCAPE, INC. Two woRrclNc LU m 711 FEE ANA STREET KNOX LOGISTICS BUILDING B o BEFORE GRADING PERMIT HAS BEEN SSUED.Q g, DAYS BEFORE a ,. c> > t� You oto 0, 3, , PLACENTIA, CA 92870 LANDSCAPE PLANS w w You DIG Re°�a'°.� PHONE 714-986-2400 FAX 714-986-2408 11.,,2OFSHTS ©� The private landscape architect fling these plans is responsible for assuring / SPECIFICATIONS U TOLL FREE 1-800-227-2600 the accuracy and acceptability of fine design hereon. In the event of discrepancies sT J n << A PUBLIC SERVICE BY arising after county approve or du ng const ucton, the p vete landscwe architect IIARI( BY DATE APPR[LCOUN DAIE yrF OF Foe`' SCALE. FOR: W.O. COUNTY a n shall be responsible for deterninin an acceptable solution and revise the Ions for R iS cap NEWCASTLE PARTNTERS FILE N0. UNDERGROUND SERVICE ALERT a ravel bathe count g � g p �N� 1Y CERT N0.3681, EXP 01/31/2015 DATE: H: V: 0 n c� LsJ > F_ Z w F I® shall peinstalleeion sucina manyneh asti�0 don orin wi�hethe �etanls perltr�eac ra etngs and o Z (2) In, oinin ,case B t e s ecj Jed or man fa turef's recommends so ve t and make all �ol� nt tncsttac rTarice wi sh th macTu crurer s. recomhmlAde me hhods° Iva solvent e a eafillingBinu es set up ime a ore moving or an Ing and 24 dL�rs cunng Q time before witth water. 18. INSTALLATION OF EQUIPMENT to (1) Automatic controller(s) shall be installed at the location(s) shown on the drawings. a d e (3) Q Z (4) qde ate cover a (18" m°nimum) f the 24V service wire leading from the controller shal�ie installecgfroM the ao#tom or the controller to trenches. (5) Q B. Control Wires (1) All el ct�ical e uipm tdndyiri steal co�e+ vit� local and State Codes and be mstaled by than¢ skil�e ar� in t�e tIac�e., ss t eoverreicg ode , tage be tape the ceci ie otherwise, ow vo con ro wire may m Y irrigation ontractor. r Conneectinq and licing.gtYvy're a the �talvnes shall b�made gin �ura Seo gimp split s as anu cture Rid K yc m C orhor tion; ontraGtor s a I re er to I Chem U(tratorc 3 lybe ir�jsta laion a owe Li M r Z Z o IW— Oa La.i (n P Ce m I 0 V) J C.a �- L,J a < J r Z o C) r \ LLi w C.) :E .-J < ryry Q I-_ rya LiJ 0 O a Z O Z r Oz Q Y C.) V) n Lir Q Z C) o LJ rn LJ Z > ory v t= 0 n X <t a. ry LJ in6 M Elf a to 00 o a o LJ Z z Q c� LJ ryr QQ LJ a t o Z r Cf) O F \ ory C7 w I <t V m of O Z U) _, O z ry Q LTJ z � O Q Lil a - w LTJ w Z U 0 O Q Z Ld Z :2 O of F- N o Q Z LL � U) o ry U) rK U > o ZZ o ry 0 <>; pW 0 > U Z o _J �Of Q J n ry CL <c 0. DIAL BEFORE YOU DIG TOLL FRI TWO WORKING DAYS BEFORE YOU DIG -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TI 9k REV I •k C. Communication Cable (1)cation cable shall be installed from the field control unit to the area called for on tie plans. (2) Inag taII chatt %in PVeCeonPit and stub I valve koaC as indicated on the p ans. Ines of bl@ s e se le wit an approve water fig t connectors as sped led. action -2 a ave,) (3) Field spl'ces ar r�Qt per�ni ehd, exceet where P inq i teo,cal le whic�i h s e n nW1be out y otiTers. p Ices s a e ma usin a ai e� lice it No. 712 - an in accordance with t e manu acturer's recd mends ion (4) Install all communication cable in approved PVC electrical conduit. D. Electrical Work - All electrical work shall be installed per code requirements. E. Qu�k �ouglin%Valdves - Quick cog epling valves pp�iclable s erac� ailxi rawrrigs? from walks, cur S, ea er oar s, or paved ar as where a p F. Valves (1) All va[yve shall be installed a shown in the details and in accordance with manufacturers recommendations. (2) All automatic valves shall be sized as shown on plans. Gate Valves shall be line size. (3) Install each co trot valve iq a separate valve box with a minimum of 12" between valves and 6' from any walk or structure. G. Valve Boxes (1) Valve bo es installed near walks, c bs, he d, r bo rds ridd aving shall abut those Items ana the top Surfaces shall be ush wish II ems �istec abnve. (2) All va ve box s shall be installed as shown in the details in accordance with maZactureras recommendations. 19. TESTING AND INSPECTION A. General (1) Furnish all necessary testing equipment and personnel. (2) Correct all leaks and retest until acceptance by the Owner. B. Coverindg up Uninsppct d V�/orlf - Do not allow or cause an of the work oothis s�ction to be covere, u or enGlpOseuntt' It rias ben nspected, testa and approved y the wner an authorizeeagencies. ( ee Section 4-D-2� C. �I h� 'p Before C Fir, the in + n , and ca th Gall ontrol a Ives in place bLt leaks; at ra i es re c nett c, co ate us an to t ttie m in me and repair a ou ea sec? o stars pipe ore rrigation ea s area ac ed. D. Testing (1) Make all necessary provisions for thoroughly bleeding the line of air and debris. (2) Before testing, fill the line with water for a period of at least 24 hours. (3) Prior t i staallpttion �f ontrol valves,, nest all livel.water lines for leakg at ressure of 150 PgSIor to ino o two hours, cart all coup ings exposed and with a`I ipe sections ten r oa e (4) E. Final Inspection (1) Thoroughly clean, adjust and balance all systems. (2) Demonstrate the ectire pstem to the Owner, his authorizeld A lan andd/sit aeaas a�a a encies to, sho t at�a�, remot control va ves are p o er �vOoi�ca�%adc�ean an efficient.rid arc of coverage, anc�tlrat t ie insta�ed system is 20. OPERATIONAL AND MATERIALS MANUALS A. 0 B. Each complete, bound manual shall include the following information: (1) Index sheet Stating Contractor's address and telephone number. (2) Duration of guarantee period. (3) List of equipment with names and addresses of local manufacturer representatives. (4) Complete operating and maintenance instructions on all major equipment. ZZ C. In addition to the above manuals, provide thF(Tiaintena ceeersonnel w th instruction for ajor equipment Arid show Written evidence to the caner, at ttTe onclusion o the prosect, tt t� s servtCe has been rendered. D. INSPECTION (1) (2) Observation Required rests eefn e: o otncontr a jui r t and he ds AN i a ress re tes a e trench depth check. a: ateraPirepnch depth cf ecrtc ov r e testt,and pre nal observation t' maf Nservation E. Standard of Installation,: Material arkd wprkMgtnship shaA,be in,accordance with Jocal codes F. Presery tion and C an' Cleanu all work sit rogre ses. At re uent 'nt reals, an ?tall ti wha n tl�re to eby tti Owner, rpe ve ann dig o e st act mu thins o rubbish ancnebns otmel l ncns. At tnie Om o co�ele to �ie entire jsl sshatl I? c�eare� t tools a ulpment, rubbish, etc., all o which sha e e in proper, c can con ition res y or accr pt�nce. G. o°n�ii s Cis lot std t b�wnei�t�d iu�irac I workhno a Qwande f5 r v1 io from tche riginal pens and pecI cations wil �e a un ess previous y approve y t e weer. H. Equi ment - Irrigation e i ment, operating keys and spare parts shall be furnished to the Owner as shown on tnegpplans. I. ervicet b the Contractor - The cc nt ctorasln lI semi a th s ste g h'e Owners re es 1h anile essted py thae Onerr,, the tdontractor s alli mash t o own s witiea sc u e J. Final ecce tan e - Withie 10 dais of the 0ontr�ctnr's notification II at the inetatlletior, is compete, a wrier an rergourr d aen�iewi o serve Ithe in#a a#lo an , i iriscoeptance approvei ey f ie �a�nere wilipsign ty inawl accdpLtance rDy t Te' wn rhe ontractor, an NOTE: ON-SITE SPECIFICATIONS ONLY. SEE COUNTY OF RIVERSIDE SPECIFICATIONS FOR R.O.W. AREA (APPENDIX A) NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR A GRADING PERMIT HAS BEEN SSUED. The private landscape architect fling the pias is responsible for assuring --_[_ I the accuracy and acceptability of the desgn hereon. (n the event of discrepancies arising after county approval or during construction, the private landscape architect itAJD( BY DALE APPR. DATE shall be responsible for determining an acceptable solution and revising the plans for RE'dW CIXlRIY — approval b the aunt w HUNTER LANDSCAPE, INC. 711 FEE ANA STREET PLACENTIA, CA 92870 PHONE 714-986-2400/FAX 714-986-2408 CERT NO.3681, EXP 01/31/2015 MARK: H: V: IP No. 110029, PP No. 25909 COUNTY OF RIVERSIDE PROJECT NAME KNOX LOGISTICS BUILDING B LANDSCAPE PLANS SPECIFICATIONS FOR: W.O. COUNTY' NEWCASTLE PARTNTERS I I FILE NO. im shall peinstalleeion sucina manyneh asti�0 don orin wi�hethe �etanls perltr�eac ra etngs and (2) In, oinin ,case B t e s ecj Jed or man fa turef's recommends so ve t and make all �ol� nt tncsttac rTarice wi sh th macTu crurer s. recomhmlAde me hhods° Iva solvent e a eafillingBinu es set up ime a ore moving or an Ing and 24 dL�rs cunng time before witth water. 18. INSTALLATION OF EQUIPMENT A. Automatic Controller Location and Installation (1) Automatic controller(s) shall be installed at the location(s) shown on the drawings. (2)th he ontroller 1pcation is essentially diagrammatic and shall be specifically located by Owner or his representative. e (3) All local and t��I' ble rdels shall late receden�e in the furnishing and/or connecting o e ec nca service o ttie contra er. (4) qde ate cover a (18" m°nimum) f the 24V service wire leading from the controller shal�ie installecgfroM the ao#tom or the controller to trenches. (5) Qontrollers shall be installed within vandal -resistant enclosures as called for on the rawings. B. Control Wires (1) All el ct�ical e uipm tdndyiri steal co�e+ vit� local and State Codes and be mstaled by than¢ skil�e ar� in t�e tIac�e., ss t eoverreicg ode , tage be tape the ceci ie otherwise, ow vo con ro wire may m Y irrigation ontractor. (2) Conneectinq and licing.gtYvy're a the �talvnes shall b�made gin �ura Seo gimp split s as anu cture Rid K yc m C orhor tion; ontraGtor s a I re er to I Chem U(tratorc 3 lybe ir�jsta laion a owe prate ures usi g the eating tool. No of er sp ices wi . C. Communication Cable (1)cation cable shall be installed from the field control unit to the area called for on tie plans. (2) Inag taII chatt %in PVeCeonPit and stub I valve koaC as indicated on the p ans. Ines of bl@ s e se le wit an approve water fig t connectors as sped led. action -2 a ave,) (3) Field spl'ces ar r�Qt per�ni ehd, exceet where P inq i teo,cal le whic�i h s e n nW1be out y otiTers. p Ices s a e ma usin a ai e� lice it No. 712 - an in accordance with t e manu acturer's recd mends ion (4) Install all communication cable in approved PVC electrical conduit. D. Electrical Work - All electrical work shall be installed per code requirements. E. Qu�k �ouglin%Valdves - Quick cog epling valves pp�iclable s erac� ailxi rawrrigs? from walks, cur S, ea er oar s, or paved ar as where a p F. Valves (1) All va[yve shall be installed a shown in the details and in accordance with manufacturers recommendations. (2) All automatic valves shall be sized as shown on plans. Gate Valves shall be line size. (3) Install each co trot valve iq a separate valve box with a minimum of 12" between valves and 6' from any walk or structure. G. Valve Boxes (1) Valve bo es installed near walks, c bs, he d, r bo rds ridd aving shall abut those Items ana the top Surfaces shall be ush wish II ems �istec abnve. (2) All va ve box s shall be installed as shown in the details in accordance with maZactureras recommendations. 19. TESTING AND INSPECTION A. General (1) Furnish all necessary testing equipment and personnel. (2) Correct all leaks and retest until acceptance by the Owner. B. Coverindg up Uninsppct d V�/orlf - Do not allow or cause an of the work oothis s�ction to be covere, u or enGlpOseuntt' It rias ben nspected, testa and approved y the wner an authorizeeagencies. ( ee Section 4-D-2� C. �I h� 'p Before C Fir, the in + n , and ca th Gall ontrol a Ives in place bLt leaks; at ra i es re c nett c, co ate us an to t ttie m in me and repair a ou ea sec? o stars pipe ore rrigation ea s area ac ed. D. Testing (1) Make all necessary provisions for thoroughly bleeding the line of air and debris. (2) Before testing, fill the line with water for a period of at least 24 hours. (3) Prior t i staallpttion �f ontrol valves,, nest all livel.water lines for leakg at ressure of 150 PgSIor to ino o two hours, cart all coup ings exposed and with a`I ipe sections ten r oa e (4) E. Final Inspection (1) Thoroughly clean, adjust and balance all systems. (2) Demonstrate the ectire pstem to the Owner, his authorizeld A lan andd/sit aeaas a�a a encies to, sho t at�a�, remot control va ves are p o er �vOoi�ca�%adc�ean an efficient.rid arc of coverage, anc�tlrat t ie insta�ed system is 20. OPERATIONAL AND MATERIALS MANUALS A. 0 B. Each complete, bound manual shall include the following information: (1) Index sheet Stating Contractor's address and telephone number. (2) Duration of guarantee period. (3) List of equipment with names and addresses of local manufacturer representatives. (4) Complete operating and maintenance instructions on all major equipment. ZZ C. In addition to the above manuals, provide thF(Tiaintena ceeersonnel w th instruction for ajor equipment Arid show Written evidence to the caner, at ttTe onclusion o the prosect, tt t� s servtCe has been rendered. D. INSPECTION (1) (2) Observation Required rests eefn e: o otncontr a jui r t and he ds AN i a ress re tes a e trench depth check. a: ateraPirepnch depth cf ecrtc ov r e testt,and pre nal observation t' maf Nservation E. Standard of Installation,: Material arkd wprkMgtnship shaA,be in,accordance with Jocal codes F. Presery tion and C an' Cleanu all work sit rogre ses. At re uent 'nt reals, an ?tall ti wha n tl�re to eby tti Owner, rpe ve ann dig o e st act mu thins o rubbish ancnebns otmel l ncns. At tnie Om o co�ele to �ie entire jsl sshatl I? c�eare� t tools a ulpment, rubbish, etc., all o which sha e e in proper, c can con ition res y or accr pt�nce. G. o°n�ii s Cis lot std t b�wnei�t�d iu�irac I workhno a Qwande f5 r v1 io from tche riginal pens and pecI cations wil �e a un ess previous y approve y t e weer. H. Equi ment - Irrigation e i ment, operating keys and spare parts shall be furnished to the Owner as shown on tnegpplans. I. ervicet b the Contractor - The cc nt ctorasln lI semi a th s ste g h'e Owners re es 1h anile essted py thae Onerr,, the tdontractor s alli mash t o own s witiea sc u e J. Final ecce tan e - Withie 10 dais of the 0ontr�ctnr's notification II at the inetatlletior, is compete, a wrier an rergourr d aen�iewi o serve Ithe in#a a#lo an , i iriscoeptance approvei ey f ie �a�nere wilipsign ty inawl accdpLtance rDy t Te' wn rhe ontractor, an NOTE: ON-SITE SPECIFICATIONS ONLY. SEE COUNTY OF RIVERSIDE SPECIFICATIONS FOR R.O.W. AREA (APPENDIX A) NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR A GRADING PERMIT HAS BEEN SSUED. The private landscape architect fling the pias is responsible for assuring --_[_ I the accuracy and acceptability of the desgn hereon. (n the event of discrepancies arising after county approval or during construction, the private landscape architect itAJD( BY DALE APPR. DATE shall be responsible for determining an acceptable solution and revising the plans for RE'dW CIXlRIY — approval b the aunt w HUNTER LANDSCAPE, INC. 711 FEE ANA STREET PLACENTIA, CA 92870 PHONE 714-986-2400/FAX 714-986-2408 CERT NO.3681, EXP 01/31/2015 MARK: H: V: IP No. 110029, PP No. 25909 COUNTY OF RIVERSIDE PROJECT NAME KNOX LOGISTICS BUILDING B LANDSCAPE PLANS SPECIFICATIONS FOR: W.O. COUNTY' NEWCASTLE PARTNTERS I I FILE NO. im CL 0- MATCHLINE SEE SHEET 15 ----- f" 'b C- -- -----t---■----- CLI SA — > SA I COMMERCIAL SA i LF SA A SA Lli !F C Il Cfj ALF H n Y w w, sin HA (_ 1, I \ l 7 ® q $" F w w z Z SA A C n Q o G SA V/ 1 Cf S A 9A t 0 $' SA r - { i _ _ EXISTING BASIN SA CU 1 11 i $A SA. .�4v Z SA — '`'TRAFFIC GATE r ------------ - w I +++r i Ii ®^ ++ ---J w PROPOSED 6' l z v ®�S. + t -- -- - HAINLINK FENCE 0 L,J U) LF L �I O Of m z 59' +++ BUILDING B ++ +++ A.P.N. 295-310-011 + AV F — l t v _ h ' I sosc , ++ HP © �� d w 0-0y sG If Uj ( 1i ♦ `+. J SG 3G ++ HP �.J L I, SG 9� cq li +++ +.'HP L ( I' _ C) f" II CII t + + HP .. HP HV HP . HP. H{ .: L �I/'� v I ;' p_ ' rn �1 GI, + t + + + l 5G G GCl + +yw� + If� t SG 5 C'1 .. + Q Ci sc s cp •r - 1 +I G Sf 1 1. ... - 4 L t ��� 1' '3'� �i lL-- J C $ C C5 O HP AV d ® 'LV +•� I :� _ I '� rn O UJI V GSG $G G G HP AV HP ?.. HP-N r f tIf a Lac.I` � 1 U n• • :. > :.+ t t + t + L ... .. . o + + + + + 0 z< ZJ t + + t t • t t + + t t t -F t t + + + ° + + + t + + + + �."' l Illi ion I l L 't 1�pp t WP L I I 8 r 1 1 _ LiUj T Q T S I l > a I ROW ,,.y+ T ,/ .X TI L . DI _ --- Tit L L L L L L L L L L rim LL L L L L LL!LL 'IL EXISTING BASINJ LFct 1 i ��ssGG ove LF L .:. _ i; 0�1 i ,: L F L L L L l $G SG / 1s 2 CONCRETE STEP OUT 1 / r sG cU F L ADJACENT TO CURB, TYPICAL L Av ADJACENT TO PARKING PER CIVIL i HP Cl ' sc al.: PLAN BY OTHERS I, AV LF L L COMMERCIAL KEY MAP s. CU ai, L AV CURB LF Ljj SIDEWALK I L ..SA SSA 9A SAA 3A SA 9A LF Cl'_ SA 9A SA SA SA %) SA SA 9A LF L 'A i 5 LF L P LF M W oz ip LF LF LF IF �F I WO K LI TS ©ry � sin L-�LrI L Z M v} ' SA LF A LF Ir- EXISTING BASIN I- < te$A r — M F- LF <c - i SA t\ z U5 LF -1 F- LL_ — © LF W S—s— LF osA PROPERTY LINE - _.� d-- i< z LOW Z F VACANT / NATIVE n W ZONED INDUSTRIAL r< ry z 0 n N z See Sheet 16 for Planting Notes and Legend Ld L O S O I4_ 0 10' 20' 40'(' o M 0 T� RT 1"=20' w 0 NOTE: SEAL—LANDSCAPE ARCHITECT BENCHMARK: SHEET NO. o ® o WORK CONTAINED IMTHIN THESE PLANS �PNDsc REPARED BY: lP N©. it0O29, PP No. 25909 of SHALL NOT COMMENCE UNTIL AN ��� ApF COUNTY OF RIVERSIDE ') C) Q ~ DIAL ENCROACHMENT PERMIT AND(OR A y� "A 9 HUNTER LANDSCAPE, INC. PROJECT NAME C) Two wGRKtNG GRADING PERMIT HAS BEEN SSUED. o © BEFORE DAYS BEFORE m 711 FEE ANA STREET KNOX LOGISTICS BUILDING B w LLI s� a,� T a 0 > 0 YOU DIG YOU DIGr PLACENTIA, CA 92870 LANDSCAPE PLANS p h= The private landscape arclutect signing these plans is responsible for assuring ',° PHONE 714-986-2400/FAX 714-986-2408 PLANTING PLAN 14oF w T6 0 TOLL FREE 1-600-227-2600 the accuracy and acceptability of the desip hereco: In the event of discrepancies mT �� �P J 0- < A PUBLIC SERVICE BY arising after county approval ar during construction, the private landscape oditect meq( BY DAIS APPR DAIS 9TF OF CA�veo�`� SALE: FOR W.Q. COUNTY 0- n UNDERGROUND SERVICE ALERT shall be responsibe far determining an acceptahle solution and rerising the plans Ear IN CERT N0.3681, NEWCASTLE PARTNTERs FILE No. approval b the count. O UN1Y EXP 01 /31 /2015 DATE: H; V: 7 ----- CLa.n ------------- z I SIDEWALK—Z IRAI" =? a o w 0 Q w c5 <( ---38 w 59 m z 118' O Z LJ o Uri — p J W I F %- r BEFORE��DAYSBEFORE o� Lj � /\®J Q\ J d Q a_ Q nQ < n:' ry m ryCJ TOLL FREE 1-800-227-2600 O w > V) w a J N 5 UNDERGROUND SERVICE ALERT a - I DO D t Q J LL' z I F– n w Q z CD w w U) ; v Q J ry J < Q I— 0 W O I� 0 0 00 O O w O p O Z W Q W I J <r — N %- r BEFORE��DAYSBEFORE o� Lj � /\®J Q\ J d rn a_ Q nQ < n:' ry z fiWORKING I O BEFORE��DAYSBEFORE rn YOU DIG����'YOU DIG ry TOLL FREE 1-800-227-2600 w > w a PUBLIC N UNDERGROUND SERVICE ALERT DO D t 0p I n w Q z CD U) ; V) LLJi ry Q W Qw (n V) w O Li I� 0 Z O O o 0 w I <C n <{ V z 0 SIDEWALK - 5 ,- CURB w ry w _N t,S U-1 w w w } (w ' n ' / V VL z C o w ry �— O Q O O IT �A 4 � U n � 5 O ZC O of W w+nMVvwwvw✓✓r V F- L MTill iom NwNEd HA �i HA HA ca t � � A. P. N. 295-310-011 MATCHLINE SEE SHEET 16+ + L _ F L - F L_ I L _ F L— F- L— F- I I L — TRAFFIC GATE NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN (ISSUED. the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private landscape architect shall be responsible for determining an acceptable solution and revising the plans for MARK I BY I DATE ENDER APPR, I DATE COUNTY 01-31-17 R.n�W�W 1,12'5 i i i li W i PROPOSED 6' w HAINLINK FENCE i i 1 w i I W '0 w i w w ;a_ i t i , w w ,i ,i w w � l 1 I w IIIII� I NI p9 i w i i , !f � w l , v✓ � 1 VN J i w W i VJ W VJ w VJ W w W w 0 w W �\ rn w m W J w w Lam' w W. V _ W HUNTER LANDSCAPE, INC. 711 FEE ANA STREET PLACENTIA, CA 92870 PHONE 714-986-2400/FAX 714-986-2408 CERT NO.3681, EXP 01/31/2015 DATE: W 1=I 1N' 0 See Sheet 16 for Planting Notes and Legend BENCHMARK: 1P No. 110029, PP No. 25909 COUNTY OF RIVERSIDE PROJECT NAME KNOX LOGISTICS BUILDING B LANDSCAPE PLANS PLANTING PLAN SCALE: FOR: W.O. COUNTY H: V: NEWCASTLE PARTNTERS FILE N0.9157 �I fiWORKING BEFORE��DAYSBEFORE YOU DIG����'YOU DIG TOLL FREE 1-800-227-2600 w a PUBLIC UNDERGROUND SERVICE ALERT HA HA ca t � � A. P. N. 295-310-011 MATCHLINE SEE SHEET 16+ + L _ F L - F L_ I L _ F L— F- L— F- I I L — TRAFFIC GATE NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN (ISSUED. the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private landscape architect shall be responsible for determining an acceptable solution and revising the plans for MARK I BY I DATE ENDER APPR, I DATE COUNTY 01-31-17 R.n�W�W 1,12'5 i i i li W i PROPOSED 6' w HAINLINK FENCE i i 1 w i I W '0 w i w w ;a_ i t i , w w ,i ,i w w � l 1 I w IIIII� I NI p9 i w i i , !f � w l , v✓ � 1 VN J i w W i VJ W VJ w VJ W w W w 0 w W �\ rn w m W J w w Lam' w W. V _ W HUNTER LANDSCAPE, INC. 711 FEE ANA STREET PLACENTIA, CA 92870 PHONE 714-986-2400/FAX 714-986-2408 CERT NO.3681, EXP 01/31/2015 DATE: W 1=I 1N' 0 See Sheet 16 for Planting Notes and Legend BENCHMARK: 1P No. 110029, PP No. 25909 COUNTY OF RIVERSIDE PROJECT NAME KNOX LOGISTICS BUILDING B LANDSCAPE PLANS PLANTING PLAN SCALE: FOR: W.O. COUNTY H: V: NEWCASTLE PARTNTERS FILE N0.9157 �I G1 w Z V) F- C7 ,► i\ 0 C Q V) 0 Z Q SIZE SPACING LL' REMARKS V) LrJ til 1 Gal r L REMARKS � Z O 1 Gal I Z Standard ® Z Myoporum Festuca mairei F_ 0 L Lil V) I h 0L1 P 30" O.C. Z 0 0 Va „> —1 ca S < n 1 Chitalpa tashkentensis IL 13 Senecio mandraliscae 0 r) Q J L � 0 Z FF-- 0 Chalk Sticks ry l'- H \ 20 � W C9 Italian Cypress C3 Q VINES 0 1 Jj QTY :2 < Q REMARKS A X ¢� 1 Gal 56 o w Lad 0 CD LLI Z Z 6 Of0 p Crape Myrtle 0 Z Q 0 J 24" Box 4 < Afghan Pine p V) W w Z > 0 IX U 24" Box 8 M Multi California Sycamore n < n Lt'_ Q n 0 w Z C9 in < SYMBOL n z <L VS Q z z— �0 SIZE SPACING M REMARKS \ Z 1 Gal Z L REMARKS 00 O 1 Gal I Q Standard J Qry J Vy Myoporum Festuca mairei U Z J 0 W L n Z I + + + + w <ry 1 Gal 30" O.C. I— „> ry Prostrate Rosemary S < Ld Lad Chitalpa tashkentensis IL 13 Senecio mandraliscae 0 r) Z L � 0 LW Chalk Sticks ry l'- O 24" Box 20 t -- C9 Italian Cypress 00 y VINES 0 1 0 QTY ® d REMARKS A X ¢� 1 Gal 56 M Lad Blood -red Trumpet Vine U > 0 Z 6 Of0 C1 Crape Myrtle < WWI DIAL BEFORE YOU DIG TOLL FR m MONSOON 0"r1i ITI TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SIMON MEMO! MEMO! � SIMON! Simon SUNNI SUNNI SIMMONS OWNER MINIMUM GROUNDCOVER SYMBOL BOTANICALICOMMON NAME SIZE SPACING WUCOLS REMARKS SYMBOL Lonicera j. 'Halliana' 1 Gal 36" O.C. L REMARKS Hall's Honeysuckle Myoporum parvifolium 1 Gal 30" O.C. L Standard Shoe String Acacia ° Myoporum Festuca mairei 1 Gal 24" O.C. L ° + + + + + + + Atlas Fescue Rosmarinus o. 'Prostratus' 1 Gal 30" O.C. L „> Hesperaloe parviflora Prostrate Rosemary 121 L Chitalpa tashkentensis 24" Box 13 Senecio mandraliscae 4" Pots 15" O.C. L Chitalpa Chalk Sticks Cupressus sempervirens 24" Box 20 L Italian Cypress VINES SYMBOL BOTANICAUCOMMON NAME SIZE QTY WUCOLS REMARKS A Distictus buccinatoria 1 Gal 56 M Blood -red Trumpet Vine Lagerstroemia i'Muskogee' 24" Box NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND(OR A GRADING PERMIT HAS BEEN SSUED. Tne private bridscapa vchitect signing these plans is responsible for assuring the accuracy and acceptability of $e design hereon. In the event of discrepancies Ailing after county approval or during construction, the private landscape architect shall be responsible for determining an acceptable sdui and revising the plans for 3/4" crushed rock, 3" layer over filter fabric. 3' boulders Bury Y4 of boulder in ground. - 28 total 4' boulders. BuryY4 of boulder in ground.- 35 total 3" layer shredded bark organic mulch ISTIN NOTES: \ 1. ALL TREES WITHIN 6' OF HARDSCAPE SHALL BE IN A SHAWTOWN OR EQUAL ROOTBARRIER. ROOT BARRIER SHALL NOT ENCIRCLE TREE ROOTBALL BUT SHALL BE LOCATED AT EDGE OF HARDSCAPE AND EXTEND BEYOND CENTER OF TREE A MINIMUM OF VIN EACH DIRECTION. 2. CONTRACTOR TO INSTALL CONCRETE MOW CURB BETWEEN PLANTERS AND GRAVEL AREAS. SEE PLANTING DETAIL SHEET. 3. ALL SHRUB BEDS & UNPLANTED AREAS TO RECEIVE A 3" LAYER OF MEDIUM WALK ON BARK (3/4" -1/2") AND 2" LAYER ON GROUNDCOVER FROM FLATS, SLOPES TO RECEIVE STABILIZING MULCH. 4. PROJECT TO BE MAINTAINED BY OWNER. 5. PER ORDINANCE NO. 348, SECTION 18.12,50% OF PARKING AREA SHALL BE SHADED. 6. IRRIGATION AND PLANTING TO BE IN ACCORDANCE WITH RIVERSIDE COUNTY ORDINANCE NO. 859. 7. ALL SLOPES TO MEET BUILDING AND SAFETY EROSION CONTROL. 8. PER ORDINANCE 460 - TREES TO BE STAKED WITH 2-3 STAKES AND SIX TREE TIES (RUBBER CINCH TIES - NO WIRE), USE TRIPLE STAKING W( 3" DIAMETER STAKES IN HIGH WIND AREAS BASIN APPA I DALE OOUNTY • HUNTER LANDSCAPE, INC. 711 FEE ANA STREET PLACENTIA, CA 92870 PHONE 714-986-2400/FAX 714-986-2408 CERT NO.3681, EXP 01/31/2015 DATE: TREES SYMBOL BOTANICAUCOMMON NAME SIZE WUCOLS REMARKS SYMBOL BOTANICAUCOMMON NAME SIZE QTY ZONE 4 REMARKS Acacia stenophylla 24" Box 13 L Standard Shoe String Acacia ° Dasylerion wheeled 5 Gal 16 L ° Cinnimomum camtahora 24" Box 14 M Camphor Tree „> Hesperaloe parviflora 5 Gal 121 L Chitalpa tashkentensis 24" Box 13 L Chitalpa Cupressus sempervirens 24" Box 20 L Italian Cypress Koelreuteria bipinnata 36" Box 6 M Multi Chinese Flame Tree Lagerstroemia i'Muskogee' 24" Box 6 M Multi Crape Myrtle 0 Pinus eldarica 24" Box 4 L Afghan Pine Platanus racemosa 24" Box 8 M Multi California Sycamore Populus fremontii 15 Gal 5 M Western Cottonwood 0 Rhus lancea 24" Box 40 L African Sumac Tristania conferta 15 Gal 6 M Brisbane Box SHRUBS SYMBOL BOTANICAUCOMMON NAME SIZE QTY WUCOLS REMARKS -- a Heteromeles arbutifolia 5 Gal 23 L L Toyon Cistus'Sunset' 5 Gal 141 L Rockrose O Lantana c. 'Radiation' 5 Gal 31 L Lantana F Leucophyllurn f. 'Green Cloud' 5 Gal 216 L Texas Ranger Ligustrum i. 'Texanum' 5 Gal 426 L Texas Privet Callistemon v. 'Little John' 5 Gal 148 L Dwarf Bottle Brush s Salvia greggi 5 Gal 109 L Autumn Sage sA Senna artemisioides 5 Gal 193 L Feathery Cassia OWestringia fruticosa 5 Gal 168 L Coast Rosemary ACCENTS SYMBOL BOTANICAUCOMMON NAME SIZE WUCOLS REMARKS 0 Agave villmorinlana 5 Gal 27 L Agave G Dasylerion wheeled 5 Gal 16 L Desert Spoon „> Hesperaloe parviflora 5 Gal 121 L Red Yucca MARK: IP No. 110029, PP No. 25909 COUNTY OF RIVERSIDE PROJECT NAME KNOX LOGISTICS BUILDING B LANDSCAPE PLANS PLANTING PLAN FOR: W.O. COU V: NEWCASTLE PARTNTERS FILE 1 OFL �SHTS n j4D I 4 1 f GLIJ [j _G4 y Spacing Planting/sf. n 6 o.C. 4.61 EDGE OF HARDSCAPE a a' r 2 ( - yam- `,. x ♦ 5 �F . _ -.�. I- 8" D.C. 2.60 9" D.C. 1.78- 10" o.c. 1.66 12" D.C. 1.15 " -¢ ��e ..}. ' +'�., w �^ 3 v AL`s f c, ca a 0 Ld , Z a 15 o.C. 0.74 18 o.c. 0.50 t i t Y , EDGE OF HARD`uQAPE . {p ..,, a..� ............ .. ..........-... .,....-.:..,.,,�....... �. Si i.a ...... - - ;t: �t�: 'f. " ' ",.�� ._ : �. :/ -.. -. - ., , ! , LL �t Y v> 24"o.c, 0.28 - .4 ...... , O O U O � 00 s ®w; UJ 0 30 o.C. 0.18 .... ,` \♦ ✓ '♦ E ( I836" ©t11 Qz o.c. 0.12 4$o.C. 0,07 60"ox. 0.04OTBA \ i F + i �♦_.�,.,, v'-�._ �� `�(f'���rr) ��f F \`O t 2 X ROE f j momi I ; _ 2X ROOTBALL ry 72" o.c. 0.03 QAl DIAMETER DIAMETER NOTE f) "T l \,�; ,i 4" PVC SCH 40 PERF. PIPE DIAMETER STAKES,w WRAPPED IN FILTER SOCK. O dJSE 3" D#A. STAKES IN HIGH WIND Z � LOCATE PLANTS EQUALLY `'� "� ' (1 PER TREE) EXPOSURE AREAS {SEE SPECS} Z C3 Lv. PER TRIANGULAR SPACING UNLESS SHOWN OTHERWISE r .. f "r r'"'1 {, q �f1 ' �"% SET TOP OF ROOTBALL 1 4 FINISH GRADE O)TREE TIES PLANTING BACKFILL SEE SPECS) lyf {SEE SPECS} SLOT PE HOLE TO O ON PLANS. TOP OF ROOTBALL NPLANTING 5 FINISH RADE (S) WITH DRAIN PIPE O F7 <C 1, EOUAL' 3" LAYERM ® {S SPELLJ )LCH MATERIAL O (SEE SPECS) PPLANTPLANTING CING HOLE DRACH IN GRATISH E CAP, BLACK MAX I" ABOVE j (�} 3"LAYERlidULCH MA RIAL, PROVIDE M3 CLEARANCE FROM Q Z 2` LAYER MULCH MATERtAL .... SPECS PR 7VIOE 3" IN 3 HIGH WATERING BERM TO CORNERS (SEE SPECS} "' TROVKKFILLV SPE { SPECS) 1 CU FT OF 314" DIAMETER CRUSHED V) - J i J (SEE - ALL OTHER AREAS BEYOND PLANTING HOLE FLATS AND CUTTING$) O 1 6" HIGH WATERING BERM O ROCK FOR 16 GAL. AND 24" BOX t2 GU FT. FOR 86"SOX} n Q J FINISH GRADE PLANTING BACKFILL Q L".J (SEE SPECS) FINISH GRADE NQTE' STAKELAR PERPENERPENDICULINs Z DIRECTIONLAR �P PREV; �'4�INiJ. j O W W 4 Triangular Spacing Diagram Scale: N.T.S. 3 Groundcover Planting Scale: N.T.S. 2 Shrub Planting Detail Scale: N.T.S. 1 Tree Planting Details Scale: N.T.S. Q zry - a Q VARIES 1 0 � = p W 0 L_ t%7 O C9 0 Z � � - _.- _ 1 o oz 2" ' 3 1 fO 4 W LLI >__. o 1 v O :: � Q O- Q d 2' 2 - - - ----------- _ . VARIES L__ �� 5 3' ; e, 6 3 PANTING AREA WITH MU CH 112" RADIUS TYP L TNS#TION AT HARGSCAE SCJ WOTHTTRM L F iViSH y TURF � iR3 REBAR CONTINUOUS, BASE AND COMPACTION PER \J OVERLAP 12" x ALL SPLICES GEOTECHNICAL REPORT LEGEND: �`� ��--��� -- = - ' LEGEND: N°A,v�#�T LEGEND: 1. 6" parking lot curb per civil plan. 1. 4" x 5" mow curb. AT 20" ©.C. MAX, AND AT ALL CHANGES Irl DIRECTION 2. 3-4" cobble single layer, mortar first 2'. Place over filter fabric after 2'. 1. Boulders - size varies. Bury 113 in grade. 2. 4"-8" cobble single layer over filter fabric. z 3. Basin bottom 2. Surrounding grade/gravel. 3. Building 0 Fn Of Ld > C8) Curb Opening Detail Scale: N.T.S. 7 Boulder Detail Scale: N.T.S. 6 Roof Drain Overflow Basin Scale: N.T.S. 5 Concrete Mow Curb Scale: 1 1/2"I =1'-0" 00 4 3 A o b 3 2 � rW# Ui z c� z Q 1 LIJ < o 0 Q o �� / �' ,�ca 1_ n z� ©o 0E LL M .- 0p 4 d , N. NOTES: 4 A 1 A. Position barrier � 00 N 3 � o as close to curb or PLAN 4. L,u I sidewalk as possible. Raised root protectors SECTION shall be facing towards the tree. _o < m >- B. Top of barrier shall be 1" above finished grade. , cn z �, O C. Length of root barrier shall be 10' in each direction of LEGEND: tree tunk. LEGEND:, 6 �'� w n I- D. Apply a mastic sealer to joint between [ concrete surfaces and root control barrier. 1. Concrete curb. 1. (V.I.T.) Twist Brace. E. Root barriers are to be used on trees within 2. Finished grade. 6'-0" of a curb, sidewalk or wall. 2. 2" dia. 10' long galvanized pipe painted green. Q 3. Sidewalk. F. Installation of panels within soil preparation 3. Finish grade, w LJ w 4. Root barrier. area will be rejected, 4. Plant pit. z z o 5. Drip line of tree (defined by the minimum G. Install per manufacturer's recommendations. 5. RootbalL z <t z spacing distance in the Root Barrier Notes H. For planting, see Tree Planting Details this sheet. 6. Undisturbed soil. w 1 0 0 O �� Dcr 12 Root Barrier Detail Scale: N.T.S 9 Cypress Staking Detail Scale: N.T.S SEAL -LANDSCAPE ARCHITECT o o O o O AtVVVV""`^^^1VVVVV V^ NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN �o`PNDs°q e q17 REPARED BY: BENCHMARK: 9P No. 910029, PP No. 25909 SHEET NO. COUNTY OF RIVERSIDE 0 Q u DIAL TWO WORKING ENCROACHMENT PERMIT AND/ORA GRADING PERMIT HAS BEEN ISSUED. - 4- Q ti HUNTER LANDSCAPE, INC. PROJECT NAME PROJECT -- --- Li S W BEFORf DAYS BEFORE o a 711 FEE ANA STREET KNOX LOGISTICS BUILDING B v > cv C) I-- You DIG YOU DIG _ sure r o, 31,; R„, PLACENTIA, CA 92870 PHONE 714-986-2400/FAX 714-986-2408 LANDSCAPE PLANS 1 7 C)F1� HT5 The private landscape architect signing these plans is responsible for assuring - --- - rY U TOLL FREE 1-800-227-2600 the accuracy and acceptability of the des�n hereon. In the event of discrepancies NP o=" �P ��6 PLANTING DETAILS - _ n a_< CL Q q a A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT arising after county approval o during construction, the private landscape architect shall be responsible for aetenining an acceptable solution aid revising the plans for NARK BY BALE REM90l B APPR. DAZE COUNTYH: oe OF OAl1F CERT N0.3681 EXP 01/31/2015 DATE: FOR: NEWCASTLE PARTNTERS W.O. COUNTY Ilk I FILE NO.957 SCALE' Y: 1119 11 approval by the county. CL LANDSCAPE CONSTRUCTION U> 1. SCOPE E. All lantin areas shall b, s iced to a de th of 1 in he below qr de with the s aG g of the Plan#s s all at be all wed to d out b�ffe o iJe bei Ian ed, ,Kee moss# by r C��er sass► no 9neater th n then on cep Wier ►oro l�acrn cc7n it►oners and i�ert►izers. m n oh# we sawdus, at mqs br bur hmesn nto e #►oqs,Donotex o .�iil roc and dettrrs more►an 21pmd►ameter shale rerr�ovearom e s►te. t000thea rxce tbe►n Ala ru d.�ittants weer ►n pita or no w✓►y indicaof the dra mgs. Tteevorsiabe derermeincoraanceviti the best tartdarasnote accepteai ancpsnll be repiacea�a��DiitractDr s expense. t= pract� a titin t9,wthe varous, rales n un er co trnuo su ervisro co a anti, Dreman, F. Trepche - If i ri �� n t m is: s{tilled ft r din an fertilizing s m eted, the up er Q �a pate 2fr ►rifer rear , the �r win s nese s�ec►rcaion ; e r�C mc�u�e rn t�irps sect►on ►s as port►or of thea9c�Cfi�l sya1ie retied andert �iz�e to teeepttt specifiecorpt�e area requred, 18. WATERING BASINS tolipws: t rnrsnradrr�cfor PP�a�tr S6pi re�pa anon; er►rzatron; ntng,G►ncludmgE o con arm to t e spec► ►cations. Z a t ria e; Ins ti n an a ►cations; uarantees; eanup; tasking, uymg, spa6enng; A. Const c# a fir 1 c m t d rnou d of soil ar rid sate tree. and Ia to f rm a watering w anti iscel�aneouefiDflowance. 11. SOIL CONDITIONERS (To be revised per a post grading soils report) basin p the elm oparpaptop(owinr tie sha a tiefplantin ►# re Nfoen 9 or trees anfor vines ro 5 kaon r lar er con ern lie le i Dun or Il #her t s 2. APPROVALS A. Turf, G ound Covera d Sh b Area: ,Wit the xc - ti of the to es th ar as to b landscaped vines or p�a ts� not of erwtse sped ed h l b a lea ��' J 11i xcauated eart� i a� a `f should rte eros -n , ec or of erwrSe t Vetto a deepo rucheor to Wed r no cover e# ►n►n was , orae, sed. Any sed' lament w int a �a►ns ret rr�latc� water sale o tit d A. All sprinkler work shall be inspected and approved prior to the start of any work. lantin9, the tolloi rrtig,� a menets s iould be un rm by brow cat oroU ter uirec rade itis r pare soil, o alt one niirogen ata t!►zed sawdus# wo e rn o Ancor grated o a , spite raphe b means Dt r-lot►11►n or e al A%iPer 1,5 u e e suf e uire� tp � t c�l w F cu. r tits. nr ro n st a ze o a +c amen Omen i�n� r redwood saw sq rr f l es ore a rpu o con ► on. Z B. Pngr t ex avati n f r Alantin or la ement of stakes, to t al .utiUties, ale fisc cables, conduits, set d p d f d t B. t,t#�e endo h jay ma►ntenrrce p r o a I #ertn b sins i lawn areas shall be leveled to Z s rinkpers IGines, ea s valve an vacfve control wires, an� fl till lines sol at ro er awdu t Dryred r s Wd st 2 b. 6-20-� a mon►u los h e �to e r co, orated o f e 6' Eanish grade an9the area shall Cie soot a w►t9ife e era c sod. pecautrons mePen notoma e such m ro, amen sle uln friss event of cpoict sole tholiow nc�feap�trng�.olo rte ameninq anc��nor to, nting rncluct�i trees nin t v> between such Ines aplent to Uon 9 rcmt0+ �ioti+ LanSArehitec (L weo shall sh�iabs, Iacrh►ri ern ao shodw p cis rn a tier thatwr ass g19. SODDED LAWN qne or the gt�►er, a u e to II w rod a ape u n m hes o water hro� t su ce so zone en the each program has been completed, Con r'Actor the resA nsibili for, at his own expense, maokmg and aul� r�pairs forptlamages additional same es st out ebe co lecte or soil fe ty analysis on�j A. Cul �'vats 11 lawn are s to de th of 8". Ro s and debts lar r than 1" "n diameter which Q s <c rasa ting from worsCtiereun er. retb,rou t to the. u a cpltiv t►q shall a emov fro the site. Itt c Itivation does not t� c� B. Slopes oreak Iui�►ps, a spiksetoDcifiarruow sha 1 be puec�benrnd a m Framcael seeder or tractor. Z 3. QUANTITIES AND TYPES <t s acre 16-2 -0 a oris m phosphate B. Areas t be la ted inAwn she i b f i ed ,smooth t ,pre e t neat and ,uniform r d prior Pla t m t tial all be Turn"shed in.the quantities a d /ors acs a sha, n oted fad ea h �o anon, $ I sj� ere ea Drina ch e t rn tatlatro�i osod. ,tie wn bed s' f e rnspecteclp the#o tleterm►ne suitaily nashd oe of tl►e specie , IC�nds,,sizes tc. as s meolrzedp nnr.alesctrednin the �'lani Matcenals ale Sava Fii�ierlus, �,Ob./acre panting prior to sodding.ontraotor shaobtarn such aproval before sold►ng w e n , as m icatsd on the rawm s, . e L A has re ar t s Inst on a a convenience to, m trig agent (per contractor's accepted procedure) M oiifract rand assumes no responsgibility for its acctsrady. a �andsca a contractor is to verify all C. All sodded areAs shall be tho oughly watered. Lawns are to be kept continuously moist by z sizes an quantities While the urea fogmaldeh a it a slow [,elease nitro en fVilider, it till probba�iln be necessary watering as D en as required. aka ai sue emeri a� erti izer Illi ►cat ns, pa iiculdr y unn J a e(sta is ment�ano Z o ^ 4. VERIFICATION OF DIMENSIONS AND QUANTITIES tins is th ea the -0 show a un arm roe c st ova ry s ope areas to e, rate of An lawn areas that do not showddifrompt catch of grass shall be re-sodded at ten day v w pounds per 1, b0 square feet and followed withnormal irrigation at each fertilizing period. in until an accepts b a Stan grass is assured. Z ®� i- Dimensions area o mate b for r ceedi with an work. Co tractor shall vera y all d e cions o w an uantiti s anats�ia�� mmediatet pinoorrn L�gand Ow r of an Cogtractor ancien bet re n t o drawrn s C. Pianttin Pots Tree, and Shrub All areas includin slo s: P antin its hall be exca, at d twice 20. WATERING an /ors ecdicatis and � a t al torrid► ions No work ha(1 ba done in any area where there is such g the aiiargYieter and twice the depth of the rootball. �ack le(shal'I then be added as sped ect <c m I a a Iscrepancy Lin i approval nor same has been givensby LA and owner. A, i ediatel a eT Alantin , water shall be a ed to eat tree means of ase. thew ter (1) �chg icallys sari ab�e stCtta�{ textured im rt soil eel�in the followhnq spec fipations stm►af be a lie nam rat st ea in t �p n{rn h {es unti pie materna a out the Too s 1- v 5. INSPECTION s o dint u e o ac i1 o the depth EPA► root�a or trees, s b an vines (other than is mile e y sa uratecsfrom the rbo m o the�liole Io tee top o hs ground.p 1 rn ®, 1 azat'eas, #erns anti palms). A. All actions sh 11 be m de b LA and Owner. Contra for shall request inspection at least B. Plants w rete can not be watered efficiently with the existing water system shatl be watered by n J two in advance oithe time inspection is requiredc. Silt nus cla�g�i/ritent to the i $ t $Ail shall not ext el 30% b Wei ht with means of a hose. nim ° assin the mi ►meter seeve. qe �iu lib oI tion rate Z B. Inspection will be required for the following parts of the work. R) pi l not esCceed an th a ectrrcal conduct rty s a n t excee C. A i ater in s fficient u tidtes, nd as often as seasonal c nditions re uire,,to kir p the �milfimlios er c ntmeter at 2e5 re ees nti retina. e Boron cont nt shall rPc>p na'wet t alttrmes vge nbelow ilia top# system otegrass and planting. are ►s iataken c F- 0 �1� During fi ish r ,ding and soil preparation. be no Greater than e1 p m as m asur�d on tties otur t" n extract. In oreser to rI watering slopes so as not to case erosion damage. I- nts, after dqa rivosr)r todite and tits p to ti Pi g p g a o�a cont rmanIT, Rrrahies of thl i sn o t sr i horul e sub y ted tt the z en urn s, s ru an trees a E s ottat� or antin But planting holes are not o to r a s n r to 0 o ac illi a backr fi mix or D. Follow n the 1 to of ound cov r ptants fur ►shed in fl #s a ch lent shall be w w 5ozec; cavateat use a e iTi #h `�thne of�o�is: should e tai ared as slows: imrnedrra sly apiclt oreugPgilry waterad�b}t means oI a hose Willi a sloverunning stream of water. Q oimen trees at source before delivery. a s e volume sand textu % ii dport sdil J z r- n, areas nor to a ntin : a v anis rntro a start hze woo residual 21. TREE STAKING J pntindq areas prwrto gran inq y : 1G- 0-t er cu. a y� m C g y p g ((( ))) ttar� §fa e, construetl n ite s, prior to the start of the calendar da maintenance iron sut#teer o mix A. St pall non,- uyred tree at JiTe f lantiln b p+ cin - take in the. a ar d hole anal dri in a eno in t m e to The above ateria , ou a th rD hl blended rior to use for backfill it into solit ound. F� ant rinse ared s ase t0 tee ata a as poSsieCe witho t;prDwt�►n t e Q w gg �t com lation of�cacfen r day a'ntena ce eriod ("Fine M i ten rice Ins ec io " . urposes. q� o, the it n su Pe ssioui n t contact same t surf ces since severe roots, F sten tPfe tree to t�e upper en o stake in a# least three places using cinch ties. see c i o �9� In ep io re orfs sha madme or eac� inspector by the sAnaneone co y s al �e stainrn co IdSoccur �ppi p n#tin to Iets as fir ma uTactures drawings z sumit ednto �wner and G�ontractor. recomienciations. if the 1y6-0, iinporpgratd areoiant as re ommended the 0 ost ant aintenance can co si i arty a h tr en-only fertilizer B. Tree 36" box size or arg r, stet�al bei mediately guyed after planting with not less than three wv 6. CERTIFICATION o e �e nn nc eproxrmpen s a�ter planiin , ammonium s (fate guys per tree, oras �irecefed byhe L� p g > z �ioial iii tip li a # rate o s. 1 bn s f. or ammorii m nitrate at ttie p 5 o z Prior to job acceptance written certifications shall be submitted to the LA for the following: rate o albs. 0 s.f. o mo ilii basi However, in orger t en re. , (11) pprotect bark of tree b colter"i� - Lire with ren 1 /2" ►ant t r ruttier one. „ <c ontinuin ad uaa##e soi lion do and otassi n tritio 9 t ertiltz r tz) G s tp b anchored y 2 x redwoo clTiven flush witFif►nish gee a or 1x2 � A. Quantity and Quality for Commercial Fertilizer and Organic Fertilizer. gmpan s 16�-�-8 or eQ� 1 slpioul�lie s�att #►tuteti or ttie nipo en matenass s anizede pipe in r Y areas. C) n ice a year at t rate a'f 4unds er 0�0 s re feet. All. when plan is (3) wires shall be � Ga. galvanized wired. Mark guys with 3'-0" long 1/2" die, while w d B. Quantity and Quality of all Soil Amendments called for by Plans and Specifications ave become well establis aso ,the requency o taertilizer appf nations Can be �% rpe. z ecreased. (4) uy lines are to be tightened to firm tension. o > U 7. MATERIALS D. The re ar d soil sh II be uniformly b(e lded in an area adjacent t the lent work n shall 22. ESPALIER OF VINES z O Plant materials indicated on the drawings and herein specified shall conform to the following: bbe ascurpateel ropprsio ed usin a suit isle measurin co )tai er. �x slat Qn sort sIt Q [ifP_ by removed Yrdm site. rotect tris mix Brom water until to tiastieen p) ,a a l in backfrllaaround All trellises and stakejp are tp be rderhov d tom plants and the plants shall be fastened and trained A. Nomen tat e - Plant names indicated on the drawin s confor to St ndard Plant Nam s ants. against fences or was as directs tleie stables a thh Am Wean Joint ommittee Ho i altars. xce tsar names covers Q teerem,atheeAabe(ished custom oft a nurseryiolloweod p e 12. FINISH GRADING 23. CERTIFICATES Y B. on ition - Plans shall b symmetrical, i al for varie n speci s and health vi orous. � r=limina r in incl di weeding nd ertilizin has been co leted an the sol h s dri d I , d ►tion to a other e ific ecifi d C nr ll n s ce if d liv Plants 2 Y to G Y a dd oo Y, WWhh ri p ry g u ra �t a f R J e ri a ay C rt sties s t ac#o sha fu nate wit# �ac{� a ery fiee m a t diseases, insect eats ors► ire sand sti it have alth no mai Dot g stems suff'cre tiY t be red- d v Drkedu alln awn a rt #anti g sags hall be roc eti to the �evation m natal t bulk ter al state the sour e u nt ancf #v a our ter I an #fiat th - m r .1 forms to I f p� n s p e t, Y, sY dao G t e n df 1 0 rn t n►�C d p I �zto a Cort we I iltng,t air co tamers, but not to tthhe Di t D�eirlg too{ ound. (ants shah not tie on ti►e win s. ra es not �.therwr a indi to aipie ani or 1 els or s apes etween of t to s eci nation a ur ements ora {►vete bTgart C e ►sizer, the c Cates a J Aliso st to the runect p rot to deli e , e ,ce t as authori'zeo by the LA or his representative. in no case shall hher etegati ns are given. Minor adjustments ofsfinrsh grades sal be made at the directiopn of the vofu e, net lire► lain of tiro en, rid eroent pt F' o � or c aoi o ancgh{ rlizer tip s ►1 trees be topped bet✓orde6vety.A, if require cogdtione�, m contfsners, similiateiJiceoervcoatesshall besub�mtta±d toltihe L�anclwtneleior we t n v me qr each materia p C. pimensions The. hes ht a d read of 11 la t m ter► I shall be eas red w� h branches in Fi ish rad s� 11 be a s Doth, even rid un' or lane without btu t Ghan a of fiealljc�e(( a , . So I areas to to s art o e maintenance period. their normaldiop pn and Ntial�pbd as infrlicatec on ah rawingf"lie caliper of all tree shall a+ aceRt toe il+lin s to a new a natierllrun-o o watefr , .Ind s dace dra1naugd s IT c as 1 h t meas re 4 - above t su ace the rgoun ; her caiiie� otherdiimen ions Pi any m dreate on t o dtawings, d r info a in�q su ids to acpi ►tate rise nptury r dri-o .w spots 24. PROTECTION pant mpt'enall are omittefd o�n the Iltit L en , i shaltbe n erstoo that these ant an aoc�ets s al a one rn, h lie owc i t o a scent avement o an kin ragsala done stens s sha be norma stat for #y a este whe sot is at optimum moisture con en or wo ing. Contractor shall careful) and Contin o sly rotect all areas inclu�}ed in th Conti t, including plant D. �sp ction - 11 1 nt rrlatenals must s beendreviou ly inspected at tt�e nursey by materials, fences, supports, etc., until fmaecceptance of the work by the eA and wrier. e n o icu #uta Department s elite su lett to the inspection an approv I o 13. METHOD OF PLANT AND WORK PROCEDURE e L,�ise ore p an mg. 25. MAINTENANCE A. Ng lantin shallbe done until all er fin in c n" nctio with the sttall ti n of the. E. Plant List is indicated on drawings. hrngation system ave bdedi co[n peffedamals wade ave sen eststi�ished, t inti areas A. Co tr ctor.shall m in ai a sufficient number o men and sole ate ui men' to erfprm the ( g ave been proper gra e and prepare as peer ie , an the wor approved b the s�. work hilre r? s ecihied Nant maidntenar or shall consistsir ae gylnf water,1 eedirte, F. gine of pI nts - ghall b as stated on the Ian. C ntainer stock 1 - anon 5 anon and ria r ants, m ludin ro n cover , swhru s and trees, edgy p, tie sting and mows g of 15 - gai[on), shall haveebeen grown in containers for at least one (1) Ear, but not over two years. B. The re�a ive asitia of til trees anddlants s sub act#o aperoval t y LA and Owner, and they Fawn ,fertilizing and con t otofupests and diseases. shall, If necessary, rite re orated as irecte as part t the Douse . G. No changes or sub*ution to be made without revision in the plans and the approval by the B. �a is to n� plait ed area shall l e reeppirded i me iatel : 7ressio s ca sed lb eh dies or County andscape anners. C. Allrglantt shall bet removed fprm their co taiWo r and set so that, when setVed, the bear the oo tr ip s ig e i ed with topsoi , lev a and'rep �ante a E ermina e gopitiers anti mo es, sa e e atron her it rade that t eyore to ttie fatal ra b e ei an repair amage. © tr ns ►anted. ch pia t ►sats be Plante ine center oticoacek l d un aossf otfi tse s, wit ttie re , re soil. so I in mu o r ion shall e us or C. The entire ro act shall be m ntained fqr eriod # 60 d s commencingfrom the time all items V) b e ��,"Nin VolV�n 1 be perinrtted around trunks or stem's. �I broken or rayed roots of work have Eieen completed to the satisfaction off A antl�3wner. Li H. Pla is Nof A�p roved - Plants n9t a pcov dare to be removed from site immediate) and sria be roperly tui o D. Th ro"ect shall be cared for in a neat clean condition at all times to the satisfaction of Owner Cepsacpd wiitltsuitabietpldnbts Tie f�pA and/or Owner reserves the right to reject entire D. LA and/or Owner shall supervised the placing and planting of all plants. an sA i ots o plan representee► by detective samples. LO IN) E. In the. event the. unde round construct ork or obstruct��o s ar enc nt red i t e 26. LAWN MAINTENANCE 00 8. FERTILIZERS AND SOIL CONDITIONERS lantin o tion, attarnate locations or ant material will brie setecteday to annd wrier; cperI8 eri792 done at no extra cost to Ctwner. A. �/aterin -Water eve d ante er day for two we ks and tth reaft r raduall reduce of Sam les, of all s it amendmerits , s d and I tits shall b submitted for ins ctt��on andd stored o .the s"#e fie u n of waterino tee time er week. Contractor sha(I contrniie to maintain the lawn nt 1 urns h ng i materials is completed. �elivery may oegm upon approdalof samples oras airectea 14. PLANTING OF TREES untq►inayacceptancegby to LA anal�wner. ©ft� �0 ey an ttie +�wner. A. P, sition tants in lent to ti n as indicat d on drawings and secure approval before excavating B. Ferti �"ziq - A I 116-6-8 at tie r to of 5 rids per 1000 square feet three weeks after A. Or i f rtiliz r sha I q ro ease w ge flu w'th inimum pontent f 1 %Nittro en its, ma n neceasa ad usiments as indicated. mstaliatidgn ar Ta ater immediate) there�ader. o and Pehos Born �ciai simian to �t�itrotiumius�gsile�hod of processing shall t dextro y p g ry J Y o normal bacteeial content. B. All 'ts for tr es hall bed s uare w'tth attains le el, t e le th of sides a ual o C. Diseas s a d P° st Control - T o w eks after insta lation o,f lawn, a pI ranular mercurail z z b 1s2i ti es tiie eti meter oiighegtree ba01. our ac z all t si es arjd botto s sell b loosened fungnitl1 o 1.8 o mercurous c�ilori e as per manufacturers recomine ictation. <r B. Nitro en stabilized sawdust shall be bulk, with the followingnitrogen content based on scan in or of ►eraa roved method.. �t hal stat r e wl pre ar sol t the dry v�eight: g ra uire ode ,and tMaolance of the pit filled with "prepared soil thoroughely settled by D. M win The (awn shall bb m wedd at tehes ht of 1 1/�" With rpta mower, a ui ed wit v> water application. Totlers,gb The it reaches 2gin rieiglit. oliedt grass C1►Aping cpunng i iowmg cipeea runs an o orred oo Sawdust remove from the site. 8 /� or �ir aw ust C. Set lar in c rifer of it, in a yerti% oaltion, so that own f ball will be level with fi ish <c <e w 1.0 or ar or me Bark or Mixture ra�e�� er.al �evin far wpter'riag an a incq and s al gear tt►e same relationship to t. a finish 27. GROUND COVER AND SHRUB AREA MAINTENANCE I o i- ra e th tit i to a of su ce in t e co tainer. z Salinity - the saturation extract conductivity shall not exceed 3.5 milimhos/cm at 25 re a cepressewal r b tri as wide as Ala t balls at each plant. Water thoroughly, A. �/atering - New tants shall be watered rice per da or tw (2 asks after "net Ration Q d ac Cling any voids with acpa tonal prepared pant mix. Reduce waterinpto,e er other da for #tie next twD 2 wee s. Water therea fier free (8) o V) o C. an°atysis attac%"e8 oreach sackelivered in sacks with manufacturers label showing weight and 15. PLANTING VINES SHRUBS AND GROUND COVERS times per week until ina(l acceptance. m 9. STAKING MATERIALS A. Vin s rid stet hall be )anted i its ate t 18" re ter,tha their ba of a� B. fertilize then aftereevery thirty (k0}sdas.planting with 5 pounds 16-6-8 per 1000 square feet; ndeatfe sl 1 beslp th ao tqm aril eiedball ,` oiTip ated sora a sac ttcllinJenis Woe A. Tree staking shall be as per plan. poosenecpand the p twtiReci it pr , are soil to tele`�ottc oft e„ a . t, e t has C. D' ase and Pes Control - F r nt of of sl s and sails, a pl, ejletized tricalc"a m arsinez o be ro eel ,set, tj�e i s i 1� be jiimed to �he re uired gra with reeasoli aaclttlioroughl 5 it syn wfteic tit an rile#aldeh rd �/o ti t t s tl to p Y y e y weig as per menu ac a er s recommen a ions two ) B. Ties for holding trees shall be as per plan. setiisea by tainq�epnd wpaerrn AI vines s ai bol re a tom tcke e rid we a e nista aeon. z secureI fes en in an approved manner to the wa finience or other ISE ace nett to which they o w 1 10. GRADING AND SOIL PREPARATION are tai ted. D. Pru in All sh[abs nd trees shall b inch ru ed as pessa t eco ra new growth and J p gpa tt4� enm nWe ragK s c r wth. 44d it ers,pand dead DIi�gAe NWA seafitre rernoved. Q m >- A. Contractor is to finish grade to with 1 /10th of a foot or 1 below paving where paving exists. B. b reit { e a depressed w ter basin ass wide as ant.balls at each plant. Water thoroughly. No mayor pruning sealtd done w►thoutie approval oft e Q - ac r ling an voids with additions prepared �4anting mix i- 0 z B. Moisture Content the soils shall no be w eked when tthe moisture cinttent is sq rest that E. Wee i - all lantin teas inclu�ii 1 wn, rand cover and shrub areas s Il be e t cr> Q -1 o e c ssi e coi7i a tion tit o r; an n t when tit i o ai that dust will f rm in ttioair or that C. Ground Covers wee ro, atel ti eo. l!1/eed shall an a u o #e the roots n is sed of site, U on cL c�oets wi n .tt ppeack re til vVe s elite apphecl it necessary to provide ideal moisture rp lation a to a ainte ce eno a obi#ractor.shall e 1►z per 6 is n . w z content oridlrng and tpor lanting. (1) Pits for flet sized �lan#s to be at lest x6 x6 . Ground cgver areas shall be moistened tiltaii tenance tined Zyl �rounri ovets an hru Area maintenance of inane speCI cations. Of Q prior to p canting. o fiat plants shall a planted in dry soil. C. Aral°mina Gra in -Pre("mina rad► sh fI be do a in uc an eras to ti i ate the 28. GUARANTEE AND REPLACEMENTS fi isti radd��in ��xcgess s its is to be re id city pfa t'$ anchor p�i, alio enc ss a solde o that (2) Set lent in, a ter of °t so that crown of plant will be level with finished grade after rr wihen tin ins radIng has oegun, there siialcfPbe no aieiiciency int e speciwfied depth o mulcheal settling olsor� hien 9a Ill and water A. All sh ba lid r d ver hall be u rant d b Co tr ctor a to rowth an he I h f r Q planting a enodmof ni air gda°y� titer come i In of ftiep Ci ea maintenance aria anactrinal . w (3) Flatted plants shall be well -rooted with runners at least 4" but not more than 6" in length. ecce tanrenb tfle �A. qq11 tree u tc# t ox sizes a tie grant ed by by on raptort live w w w D. We din - Before a durindq prpliriinpry and fin► hgrading all weed and grass►d shall be dap rid row m ace table u Tictli# pass ionor paierio six monfhs,a#{er Conetiodi a z v o outs tPie roots an s s d o o sr e.aexcept tlio e. weeds and grasses clot o �he perenrna 16. TREES AND VINES OCCURRING IN LAWN e secifiedmaininancef�edod, anlor ma CCeptance,u stet osition for aerio 0 one ��jj nn 2-1/ tilts andinot b an e cwhach �aiy t�e turned undea dt�s furore1 ar after Com etion D to ri [� z pan' 2p1s%L) i h a no sarin easels and be ne. un e . sten sal wee ran r sses to Trees and vines occurring in lawn shall be planted before final preparation of those areas. Y p e spec► ed mamtena ce perio rid/or final steep ante by the � O e rema�ve i dl�ae, b t are no limit to, he fo ov�mg: ut Gass, uncture Vin alas c> 1= Grass, aster antt. Au ust Ala fa, Johnson tans, Wire eel, Mornin Gto 17. CARE OF PLANTS BEFORE AND DURING PLANTING B. All Innis that show si ns of fail► rtwtsh at an tjirte d ri the life f thteoCon sett. o I� g g ry Pitts forviae purpose snten ecigshaoll ocgu�antee asspe i r eIfortherorniigin lhguaranteed 0 z r111 NOTE: ON-SITE SPECIFICATIONS ONLY. SEE COUNTY OF RIVERSIDE SPECIFICATIONS FOR R.O.W. AREA (APPENDIMA"s. _. 15 RT Liu O a_ NOTE: SEAL-LANDSCAPE ARCHITECT BENCHMARK: SHEET NO. 0 < WORK CONTAINED WITHIN THESE PLANS \_NNDSc REPARED BY: IP No. 110029, PP No. 25909 rr ^'"""V`"`"`"°'^VV Mme""" ^^^^^ " SHALL NOT COMMENCE UNTIL AN ��a AAF COUNTY OF RIVERSIDE °� ~ DIAL ENCROACHMENT PERMIT AND/OR A ��� y�."A 9y HUNTER LANDSCAPE INC. PROJECT NAME TWO WORKING GRADING PERMIT HAS BEEN ISSUED. � e ' C) W BEFORE DAYS BEFORE _._ __ S,�ryB 711 FEE ANA STREET KNOX LOGISTICS BUILDING B (� y (� YOU DIG YOU DIG r a,3,-> PLACENTIA, CA 92870 LANDSCAPE PLANS O F P landscape s 9 P 9 res°- a" The nuatelandsc earchiteci' in these larisis. s@Ieforassurin - P PHONE 714-986-2400 FAX 714-986-2408 SPECIFICATIONS L _.._�..__�___ ,112.5 � „�„�OF_.._ SHTS of U TOLL FREE i -800-227-2600 the accuracy and acceptability of the design hereon. In the event of discrepancies �� oar til Q A PUBLIC SERVICE BY arising efts aunty approvol o during construction, the private landscape architect MARK BY DATE APPR. DATE ATF 0�`� FOR: W.O. COUNTY UNDERGROUND SERVICE ALERT shall be respasiae for determining on acceptable solution and revising the plans far REY�IC DF CA0 SCALE: NEWCASTLE PARTNTERs FILE NO. <C approval b the county. ENGIE3 COUNTY CERT N0.3681, EXP 01/31/ 2015 DATE: H: V: a <C f— z 0 0 Ld Z 0 Q 88 e o- <t o z d ry to LrJ M 15 z D z Z O U W <c Q z C)O V) I 5 n LJ o- >_ af d J Z F O W W Q U J z �— J Q < :�E Q W o0 z Lai 0 z >O Z O '� Q Cf) J U <C L U p W > U Q O i= J ry U a_ o- Q n of Qn I IN 0 0 L,J Z < � to w �, 0 ~o LLJ Q 0 z <LL LL o V) 0 M a z d ry U Z L,, 1 M J Q FU z 14 J O d LAJ o- z <( L,J ofS i— of <[ w n w Lia LTJ z U o Z z w 20 r= OO O in U 0- UJ t O z ' nrvwuwwww�ivr U) « DIAL LLJ 0 W BEFORE U U YOU OIG Z ry 0 TOLL FREE Qom' NOTE: ON-SITE SPECIFI NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN TISSUED. The private landscape architect signing these plans is response for assuring the accuracy and acceptability of the design hereon. In the eat of discrepancies arising after county approval or during construction, the private landscape architect shall be responsible for determining an acceptable solution and revising the plans for mroval by the county. LANDSCAPE CONSTRUCTION 29. BpoAco I ti n nvolveh ii o nNt HYDROSEED 1. GENERAL A. J. Albs n1ariasot vill be washed and maintained in a neat and clean condition at all times, as and debris dtr c e y t e wrier. Waventi a are cape eArc�irtect (SLA). K. Pineh-rune all sh b rid trees t no r e new o h d to eli mate ranks ker frowthR remove at�oTtfowers anc�c�ea(°of�ige andim�s.% no major prunin wtiout ire atp rival of �je 10yrier. Rem ve dapmpagbed�rranches ora gee Wk to point o5 growth. I u s over in rameter witti an a r ve tree wouri g L. Duriri n#aa'rilenance ri c��sho~ald the pgantart e of any n in taenia w�ai#r ekes and lrobs t o an , im a e re ant car ane n ea y plan o e same j+pe an ize rth�ut a itiona co to he ner. r M. on%+ on of the maintenance period, all plant material shall be in a healthy growing B. Vendor f r fished I bel:. Vendor agrees to furnish not less then two (2) employees during all t hydromutc�iing appercatrons. N. Co tra�tor shalt olo�linul the mailenaVe �eriod pcls the specified data at no additional cost C. The ven r halJ full u rantee hi work and s rvices and shall b full i sured and be to ttie caner un a e ictencres ave ee cotta e . prepares to umish sya iS actory evidence OTsuchinsurance upon eemano.. 2, SLOPE & PLANTING AREA PREPARATION A. Scarification - Pri r to installation of the irrigat�n system, tlae surface of all slopes shall be cleane an grub(ie to prepare the slope u ace or weeding. B. Mulch - hall be Silva Fiber P fins (a 2,p0) La ds er a ,.a reen colJoredd fibrous mulch, no growte or�germina4on ir� t�iting�actorsp�tlya Fpbere�Cu� r agttfactured'in s c a m n r tthat a era ition o seed, fertilizer, water , n ditive in special 1500 -gallon �t tanK, t�e fbers and above materials wi I bac m unr ormal m� a .to orr�i"� io b eneJou s0urr and u)SmA the green co�or to �9itate. ro er c istnbution, tnn sl#rr r shall e�iy rau rcay 1Spre o�n o er undd forme a otter -h a round coveter+hbic a e ann ratrnn car a Inca ha a Rornfin an rPtentro n moisture. upoliers S a e prepared to Fiber Fqus snail be marKeo by the manuTacturer C. Seed Mixes Turf Seed Mix: "Marathon" by Southland Sod Slope seed Mix: applied at Ib. per acre Fuel Modification Seed Mix: D. WeeAbatement Program U o c p�altetio aof Chet' ni oft owin stem nd after aU ext ti weedshave been reiY�oved far tie l g da preservation s ta�igbe used: Apply fertilizer mixture by spray per acre as follows: I . 12-1 J1 2 mercial fertilizer �buragricultul gysum ceipiIv prbee wit rc seeded plant vanentiesended by a licensed pest control advisor to be Apply mixture per the following time schedule: art ize/water 22 dais F ra the pre- emer ent er Pest control v�orrec mmendgatioii�s 7- 0 days rti iz wa er 14 a s P9ra UVee Mixture 7 a0 F9rtrl�, I n a 14 a s pry Weed I�lixture 7 ars pr Wee al areas to prepare for Seeding 2 aYys lantz3 ays maximum TOTAL 100 c ays maximum 3. PLANTING A. Treestc`I S fhrubs - Trees and shrubs can be planted after weed germination and during the contac r 1 o weeds, as specified. B. Hydroseeding (1) OWhen pil weed$ have been eliminat d to the satisfaction of the landscape architect and wners authorized representative, t e hydroseeding operation may be9rn. (2) The materials for seeded areas shall be machine mixed before application. (3) The mixtur of stolols or seedhagja jdi ives aW, to dbe p lied bu I "dro- ulclhing �Tac�iine. She nozz a qe ht s a1 e �%ie?8 ' an 1 � above e g ound eve. fisc arge pressure a t e nozz e s a e 0 psi. (4) Spra in shat a done in.a swee in motion allowing the slurry to fall evenly and evenYtinAy bund up a consistent r�iat�ing. (5) Boil moisture- Are to be lant d shatl be irrigated to obtain 12 inched of penetration. Spraying shall be done 4 to 7 days prior to pllanting. C. Mixture (1) om rcit1 fei tlizer shallCpepap�aed t tequal)eflowing rates: 50 lb/acre 16-20-0 est erti iter ompany ro (2) Fiber material (Conwed 2000) at the rate of 2,000 Ib/acre. (3) Water with mixture of 3,000 gallons/acre. (4) Stabilizing binder - 120 Ib/acre for slopes. 80 Ib/acre for flat areas D. 31art Immediate) after I ntin ,the, to es and of�tt(�p�r planting areas shall be water se dtia gepm�i'acfede(,oettie peaantst�ave b�ecomee'stae�sned)lanted area kept moist until t e E. Fleaqu - After comm le�ion of We wotrk, all rubbish and surplus material shall be removed rom ha site, and it nha I be le nea an clean. 4. PLANT ESTABLISHMENT A. Irritation - The irrigation will ke ogerated toarovide aq opti�um ar�our�tnf surface moisture for germi ation oT t e s ede van bas avordin99 a run -o an eep saturation of water. rY B. Fertilization - The area shall0 hydro -fl Ili 8 (Best F�rt days a pgnyni rop Mathe eo°Ilowrng comb!nation of materials: z5 Ib. acre 6 equa C. trek m% rgent Herbicide - S°Vxt �60) da !s aftn.plantindg aatply a broad spectrum pre -emergent erbici e s recommended yya expe fence i nse pe control a yr or. 5. MAINTENANCE A. Maintenance of the project shall be for a period of 60 days. B. Maintenance shall fine ude all waterin fertilize#ion, mo trig, weedin c ,I>ivation, sprayin and Pnin necessa to ee the. pl t nTatenals in a healt y rowin c�inc ition and to keep he anted areas ne t an� alptractive, roughout the maintenance per�od. C. Protect all planted are s a a nst damage, including erosion and trespassing, by providing and maintaining proper saiaeguarc�s. D. D ring the maintenance period, all planted areas shall be kept well watered and weed free at al times. E. From the time any atTtin is ddone, until the rid of th maintenance eriod, the Contr, c�or spell,r� intain a su�cient�iumber of men an adequafe equipment topperform the wor erein speertie F. The Contractor will be relieved fromaintenance work whe tthe final plant establishment and maintenance work had been competed to the satisfaction otthe Ownr. G. Damage to planting areas shall be replaced immediately at the Contractor's expense. H. R.egresZs caused by vehicles, bicycles, or foot traffic, shall be filled and leveled. Replant a age areas. 1. Exterminate gophers and moles, ground squirrels, and repair damaged as above. CATIONS ONLY. SEE COUNTY OF RIVERSIDE SPECIFICATIONS FOR R.O.W. AREA (APPENDIX A) SEAL -LANDSCAPE ARCHITECT REPARED BY: MR I BY I DATE ENDINO APPR. I DALE COUNTY HUNTER LANDSCAPE, INC. 711 FEE ANA STREET PLACENTIA, CA 92870 PHONE 714-986-2400/FAX 714-986-2408 CERT NO.3681, EXP 01/31/2015 DATE: BENCHMARK: IP No. 110029, PP No. 25909 COUNTY OF RIVERSIDE PROJECT NAME KNOX LOGISTICS BUILDING B LANDSCAPE PLANS SPECIFICATIONS V: NEWCASTLE PARTNTERS Rim