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HomeMy WebLinkAbout1.5-7243TRACT 7243- WILD HORSE BAKERSFIELD., CALIFORNIA S&S HOMES OF CENTRAL CALIFORNIA, INC. LOCATION MAP Q J U LY 20, 2015 SCALE NONE DRAWN BY JR CHECKED BY MER LLI EE W o o w BERKSH ROAD z N ROSE LEEP e,H2OLLOL LANE AY PROJECT SITE McCUTCHEON ROAD VICINITY MAP PACHECO ROAD HARRIS ROA PANAMA LAN E cr Q o O c o U) Cc o > w x0 z EE Ow w LU O z MCCUTCHEO ROAD P OJECT L CATION TA FT H I H WAY 119 GENERAL PROJECT NOTES RIOS DESIGN STUDIO HAS TAKEN CARE TO RESEARCH APPLICABLE CODES AND REQUIREMENTS IN PREPARING THESE DRAWINGS AND IS NOT RESPONSIBLE FOR CHANGES TO SUCH OCCURRING AFTER AGENCY APPROVAL OR DURING INSTALLATION. THERE IS NO WARRANTY OR GUARANTEE EITHER EXPRESSED OR IMPLIED BY RIOS DESIGN STUDIO FOR THE COMPLETION OF THE WORK OR THE QUALITY OF PERFORMANCE OF THE CONSTRUCTION CONTRACTOR(S). THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE RECORDS AT THE TIME THE PLANS WERE DRAFTED AND DO NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETEiNESS OF THE LOCATION OR THE EXISTENCE OR NON-EXISTENCE OF SUCH UTILITIES. IN CALIFORNIA AND NEVADA, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT AT 1-800-227-2600 PRIOR TO PERFORMING ANY CONSTRUCTION WORK. IN OTHER AREAS, CONTRACTOR SHALL CONTACT A SIMILAR AGENCY/ORGANIZATION. AS REQUESTED BY THE CITY, RIOS DESIGN STUDIO WILL VISIT THE SITE AT INTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO REVIEW THE PROGRESS AND QUALITY OF WORK AND TO DETERMINE IN GENERAL IF THE WORK IS BEING PERFORMED IN A MANNER INDICATING THAT THE WORK, WHEN COMPLETED, WILL BE IN SUBSTANTIAL CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. HOWEVER, RIOS DESIGN STUDIO WILL NOT MAKE EXHAUSTIVE OR CONTINUOUS ON-SITE INSPECTION TO CHECK QUALITY OF THE WORK. RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION CONTRACT DOCUMENTS, NOR RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. IN THE EVENT CITY CONSENTS TO, ALLOWS, AUTHORIZES OR APPROVES OF CHANGES TO ANY PLANS, SPECIFICATIONS, OR OTHER CONSTRUCTION DOCUMENTS, AND THESE ALTERATIONS ARE NOT APPROVED IN WRITING BY RIOS DESIGN STUDIO, CITY RECOGNIZES THAT SUCH ALTERATION AND THE RESULTS THEREOF ARE NOT THE RESPONSIBILITY OF RIOS DESIGN STUDIO. IN ADDITION, CITY AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD RIOS DESIGN STUDIO HARMLESS FROM ANY DAMAGE, LIABILITY OR COST (INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE) ARISING FROM SUCH ALTERATIONS. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK. CONTRACTOR SHALL BE RESPONSIBLE TO THE CITY FOR ACTS AND OMISSIONS OF THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING PORTIONS OF THE WORK UNDER A CONTRACT WITH CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONSTRUCTION CONTRACT. PLANS WERE DESIGNED BY REFERENCING: 1. SOIL ANALYSIS WAS PREPARED BY MIDWEST LABORATORIES DATE RECEIVED AUG. 31, 2014. 2. SOIL PREPARATION AND AMENDMENT RECOMMENDATIONS PREPARED BY LIVE EARTH PRODUCTS. DATE RECEIVED SEPT. 7, 2014. TOTAL SQUARE FEET: BACK OF CURB TO BACK OF WALL=11,584 SQ.FT. BACK OF SIDEWALK TO BACK OF WALL= 7166 SQ.FT. MEDIAN AREA = 16,843 SQ.FT. DRAWING INDEX L1 COVER SHEET L2 HYDROZONE PLAN AND WATER USE CALCULATIONS L3 TREE IRRIGATION PLAN AND NOTES L4 SHRUB IRRIGATION PLAN AND NOTES L5 IRRIGATION LEGEND AND DETAILS L6 IRRIGATION DETAILS, NOTES AND CALCULATIONS L7 TREE PLANTING PLAN AND NOTES L8 SHRUB PLANTING PLAN L9 PLANTING DETAILS, LEGEND, SOILS REPORT & CALCULATIONS L10 SPECIFICATIONS L11 SPECIFICATIONS L12 SPECIFICATIONS L � } ..4 . r • � b �.s �F yy STREETSCAPE ELEVATION/ SECTION 1 N.T.S. APPROVED: MEGAN' E. RIOS, RIOS DESIGN STUDIO, LLC 9LA3260, EXPIRES 9-30-16 REVIEWED BY: Nva' RECREATION AND P DEPARTMENT Fo REVIEWED BY: r' 2;//// l s� TRAFFIC ENGINEER DATE APPROVED BY: NICOLAS C. FIDLER, PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE R.C.E.#61069, EXP. 12-31-16 APRROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENACE \,pNDSCApF RIOS Q.) w c-� Signature * SEPTEMBER 30.2016 Expiration Dote Q Dote 9lF OF CA\\--\�p� D A T E J U LY 20, 2015 SCALE NONE DRAWN BY JR CHECKED BY MER PROJECT & CLIENT NAME TRACT 7243 WILD HORSE BAKERSFIELD, CA S & S HOMES, OF CENTRAL CALIFORNIA, INC. 998 HUSTON STREET, SUITE C- GROVER BEACH, CA 93433 PHONE (805) 994-1851 S H E E T DESCRIPTIO N COVER SHEET R E V I S ION S CZ)b FILE -4 - /.5 --7243 S H E E T N U M B E R L1 OF 12 PR O J EC T N U M B ER 13-080 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVE- MAWA =(ETA,- EPPO x (0.62)x[(0,7 x CA)+(0.3 x SLA)I Ga€low Epic Feet Of 1;;p& 4h7 kwS f vw rxacv� t+asx . ETWU = (ET..) x (0.62) x [{FBF x HAi�) + L.AI €€nns with MA A Cubic Feet HCF Acre -fleet millions of 6allons HYDROZONE SUMMARY NOTES HYDROZONE SYMBOL DESCRIPTION / AREA REFER TO SHEET L3 FOR TREE HYDROZONE A- 6694 SF IRRIGATION PLAN. A SHRUBS & GROUNDCOVERS REFER TO SHEET L4 FOR SHRUB IRRIGATED WITH BUBBLERS IRRIGATION PLAN. HYDROZONE B- 875 SF REFER TO SHEET L5 FOR B TREES IRRIGATED WITH IRRIGATION LEGEND AND DEEP ROOT BUBBLER S DETAILS. TOTAL LANDSCAPE AREA - 7,569 SF REFER TO SHEET L6 FOR _............_. IRRIGATION DETAILS, NOTES AND Hyddrozone Infoffnation TableCALCULATIONS. 1. `Hydrozone ...:...................:.......:....:... ..::. ............. ......... .............. 2. Hydrozone 3. Square Footage 4. %, of Total S. Column. 2 REFER TO SHEET L7 FOR TREE Information Nater Use of Hydrozone t e Square Footage multipled by ; ;.. PLANTING PLAN AND NOTES. on Diagram Setting CoverageColumn 4 ............. REFER TO SHEET L8 FOR SHRUB A 2 660l4'SF 88.44. % _ 9.77 PLANTING PLAN. SF °fi. ..................... ..:.:::.... :...... ................................................................................................:.................................... ..::..... REFER TO SHEET L9 FOR Totalq oars 7,569 SF. 100.00% PLANTING DETAILS, LEGEND, Footage: SOILS REPORT & CALCULATIONS. I -G— l -f 5 \-pNDSCApF RIGS W n ign0ture —i S E JESR 30,2016 r D s Q l9l t F OF C K1 - D A T E JULY 20, 2015 SCALE 1"=30'-0" DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 7243 WILD HORSE BAKERSFIELD, CA S & S HOMES, OF CENTRAL CALIFORNIA, INC. 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (805) 994-1851 S H E E T D E S C R I P T I O N HYDROZONE PLAN R E V I S I O N S SHEET N U M B E R L20F 12 PROJECT N U M BE R 13-C80 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. GENERAL PROJECT NOTES 1. Contractor shall be responsible for meeting :all City of Bakersfield standards and. specifications. Contractor will .also be responsible for contacting the public utilities to , Art elec€rical ancf. water service' rn time. fo.r c£anstruct.io - 2. Contractor shatI be responsible for meeting all appropriate, public utility standards, specifications and methods of construction. 3. Prior to the; start of construction, all utility service meters (Water and power) should be installed and fully operational. 4. Contractorshall be responsible far contacting City Recreation & Parks. 661-326-3354, and PublicWorks, 661.326-3)049, tnr an ren -site lire -construction meeting. 5. Contractor wilI coordinate construction with the; appropriate City inspection official so that inspections can be made at critical construction periods but in no case less than: I ) At the start of construction, 2) Prior to any back filling, 3) Prior to the installation of any plant naateri.al. 4) At the end of construction but prior to) start of post -installation maintenance, and 5) At the end of past -in ;tallation .maintenance period .ii)r written City acceptance. G. Contractor will perform maintenance as identified in the specifications, All cost incurred un.€il this time "41.1 be at the expense; of the contractor, 7. Contractor is responsible fear securing final writtQn acceptance by the; City of Bakersfield for this work. In no cases will the; contractor be -released froin maintenance of the irrigation, system or maintenance and replacement W'dead, £loin& damage d, or otherwise unsuitable plant material until the City, in writing, accepts this work. & Contractor will field verify finished graders and verify that there is positive surfacei drainage in all planters, turf areas and away from all planting hales. Ifpositive drainage does not exist nofi.fy landscape architect_ prior to procc tiding fo.r written authorization and instr€€cations to pr€3ccvd. 9, City of Bakersfield standards and specifications sheet, included with this drawing set, and C.O.B. standard details take precedence: over all other specification or dcttails. 10. All trees under utility lines are subject to change per C.0) B. 11. Contractor shall install a ii' concrete mow curb as per C,O.B, standards at each phase lira€; and limit of construction lines & a 9" in€ w curb between wall and turf areas 12, Provide root barriers fors each tree within ti' ofany existing or proposed P�Nt ing or structure. 13. All plant material shall be approved by the owner's, representative, 14. No planting shall be planted until the installation €zf'the irrigation system. is completed, final grades have been established, planting areae= have been properly graded, and soil prepared. :and the work has been approved by the: owners representative. 15. Contractor shall demonstrate to the owner's representative the furnishing and installation of specified soil arne<nd€rents whether a soils test is required or not. 16, Contractor is responsible for carer and maintenance of any existing landscape: and irrigation system during construction. 17. Contractor shall indicate: irrigation sleeves by chiseling "Ili" on the face at each location. 18, Prior to instal lati£zn of any signage, subdivider shall submit two copiers of subdivision. ideyndf:ic:ation sign plans to the; Building Director for review and approval pursuant to BMC: Section 17.f3t3.1 0 (N' .). One copy of the signed plan shall also be submitted to the Parks Division for review and approval. Sign plans shall include copy, dimensions, color mate=rials, lighting, anchorage and location of sign(s). Approval of wall plans by the Public Works Director does not include approval: of any signage. 19. Oniforrn. development is required for this .project. Should any portion of any phase or subsequent phases be constructed at diffinent intervals where the point ofconnections are located in an arca other than the, current pr£t}ect area, the developer shall be responsible for all incurred costs associated with the affected arenas until the project's maintenance period has been completed and a %written final acceptance from the C.O.B. has been achieved, GENERAL IRRIGATION NOTES t. Install materials as, called out in details and as per specifications, 2. There shall be no deletions or substitutions without the approval of the owner, their agent, and/tar the ltandscape architect. 3. All sprinklers and valves shall be ac(juste✓d for required coverage with minimum or no overspray. Landscape architect shall have final approval.. 4. Components locations are approximate and diagrammatic as indicated. 5. All irrigation lines running under paved surf=aces shall be installed in schedule 40 PVC sleeves. No directional changes in the irrigation systerzn shall be installed under paverne ret or hardscape arenas. All sleeves ,hall be a znin.itmzn 2. times larger than the irrigation line, All sleeves crossing locations will be .indicated by chiseling ".1.R" on the faces of the concrete curb. Verify with C.O.B. for approved method and ty=pe, 6 X1.11 systems are designed for performance at 30 & 35 PS1 pressure. 7. Developer :shall provide electrical power to they controllers* locations. Controller locations are shown diaggra€nnnatically. final location shall be decided at construction. Landscape contractor shall be responsible for final comiercfion. 8. Points of connection shall. be to existing water line;. See waren layout plans and plumbing Plans for exact locations. q. Contractor shall install controllers in enclosures in a. Strong Box .model. 22 -SS, Verify with C.O.B. prior to installation. Install a<s per C.O.B. specifications, 10. Quantities indicated on irrigation schedule may not be accurate. Contractor shall be responsible to install. all materials as Per plazas. I l.. All irrigation valves shall be installed in square standard boxes and quids couplers shall be installed in 1€1" round boxes, Ametek or approved equal (per C.O.B.). Each box lid shall be: heat branded.. Verily with C,0.13 for exact configuration. I2. Contractor shall provide and install toxo trot wires to each valve. Connect one (black) and the; second (red) will be a spare. One (blue.) wire shell be used for the master valve. Verify with C.O.B, 13, Contractor shall provide and install t€.ti=o r£aot vvatering systems per tree. Verify with C.O.B. for exact confit;€€atickrrs. 14. Contractor shall provide and install a schedule 80 PVC unions and ball valve, the sante size as the valve, at each valve location. "4eriAY with 0.0.13 for exact configuration. 15. The developer shall be responsible for assuring that any concrete footings front the adjacent block wall does not interfere with the installation and- or location of the irrigation and landscape materials. 16. Contractor shall pressure test mainline~ at a nein, of 125 PSI for (2) hour". 1.76 be verified by with C,O,B, IRRIGATION PLAN NOTES CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS, AS DESCRIBED IN THE SPECIFICATIONS, AND IN ACCORDANCE WITH APPLICABLE CODES AND ORDINANCES. DESIGN REFLECTS COMPLIANCE WITH CALIFORNIA STATE ASSEMBLY BILL 1881 (AB 1881) AND THE STATE'S MODEL ORDINANCE AND/OR THE LOCAL GOVERNING AGENCY'S ADOPTED WATER EFFICIENT LANDSCAPE ORDINANCE. DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENTS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR OPTIMUM PERFORMANCE IN ACCORDANCE WITH THE SPECIFICATIONS AND TO PREVENT OVERSPRAY ONTO HARDSCAPE AREAS OR STRUCTURAL ELEMENTS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT ACTUAL SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. COSTS INCURRED DUE TO ANY ADJUSTMENTS FOR 100% COVERAGE, INCLUDING THOSE REQUESTED BY THE DISTRICT'S AUTHORIZED REPRESENTATIVE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ' POINT-OF-COWECTION NOTES VALVE IDENTIFICATION KEY EXISTING 2" WATER METER REFER TO SHEET L4 FOR SHRUB VALVE STATION IRRIGATION PLANS. NUMBER VALVE G.P.M. STATIC WATER PRESSURE- 70 TO 80 PSI CONTROLLER OBTAINED FROM CAL WATER (12/15/2014) REFER TO SHEET L5 FOR IRRIGATION DESIGNATION CONTROLLER -12 STATION CONTROLLER DETAILS AND LEGEND. 61C)WIPO--DESCRIPTIOI EXISTING 2" RP BACKFLOW PREVENTER REFER TO SHEET L6 FOR IRRIGATION VALVE SIZE MAXIMUM FLOW DEMAND -10.5 GPM DETAILS, NOTES AND CALCULATIONS. SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE (P.S.I.) AND A MAXIMUM DEMAND (G.P.M.) AS SHOWN AT EACH POINT OF CONNECTION ON THE DRAWINGS. CONTRACTOR SHALL VERIFY PRESSURE AND DEMAND AT EACH POINT OF CONNECTION PRIOR TO COMMENCING INSTALLATION AND SUBMIT SUCH IN WRITING TO THE DISTRICT'S AUTHORIZED REPRESENTATIVE. IF ANY DISCREPANCIES EXIST, THEY SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DISTRICT'S AUTHORIZED REPRESENTATIVE. EQUIPMENT SHOWN IN HARDSCAPE AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WHENEVER POSSIBLE WITHIN PLANTED AREAS A REASONABLE, REACHABLE DISTANCE FROM HARDSCAPE. UNLESS OTHERWISE NOTED ON THE DRAWINGS, CONTRACTOR SHALL INSTALL WIRE AND PIPE UNDER HARDSCAPE AREAS IN P.V.C. SCHEDULE 40 SLEEVES PLACED PRIOR TO INSTALLING HARDSCAPE IN ACCORDANCE WITH APPLICABLE CODES. WHEREVER POSSIBLE, CONTROL WIRES SHALL OCCUPY THE SAME TRENCH AS PIPES. EACH CONTROLLER SHALL HAVE ITS OWN INDEPENDENT GROUND WIRE/GROUNDING ROD. - SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. CONTRACTOR TO LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE AND EVERY 100' ON CENTER ALONG WIRE RUN. TAPE WIRE BUNDLES 10' ON CENTER. NO TAPING WILL BE PERMITTED INSIDE SLEEVES. WIRE CONNECTORS SHALL BE SCOTCH DBY/R-6 OR APPROVED EQUAL. CONTROL VALVES SHALL BE SIZED AS DESIGNATED ON THE DRAWINGS AND SHALL BE INSTALLED IN VALVE BOXES AS INDICATED IN THE DETAILS. BOXES SHALL BE SET FLUSH WITH THE FINISH GRADE OR SURFACE AND PERMANENTLY MARKED WITH THE LETTERS R.C.V. AND THE STATION NUMBER. THE BACKFLOW PREVENTION DEVICE INSTALLED IN THE PREVIOUS PHASE SHALL PROVIDE BACKFLOW PROTECTION TO THE POTABLE WATER SUPPLY. CONTRACTOR SHALL INSTALL ANTI -DRAIN CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHEWISE DESIGNATED ON THE PLANS. BUBBLERS SHALL BE LOCATED ON OPPOSITE SIDES OF TREES TRUNK. ')" WATC0 AAr-:TC:D III : A v) G2 N 10.5 1" 16HRUB IRRIGATION MAINLINE, TYP. INSTALL IN LANDSCAPE AREAS. .9iu u-.ir.r- ria r - r -..r- -r-%.e-% 10.5 SHRUB LJJ Z Cs, 9.5 ' J 1" REE5 _ U U_j 1 O ca Q UJ w g::. V4. LU H , LU LU J U F Q... W IL 'I> 4" PIPE SLEEVE AND 1Y2" WIRE I ' SLEEVE, PROVIDED BY OTHERS �2GS 8 €, CCCC -1Y9" PIPE SLEEVE. TYP. FA' 1 Vp"DSCAPF RIOS Ho W n ignature SE TE BER 30 2 16 i p e JJ Dot 9lF OF C I\L����� D A T E JULY 20, 2015 SCALE 1"=20'-0" DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFlELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 7243 WILD HORSE BAKERSFlELD, CA S &S HOMES, OF CENTRAL CALIFORNIA, INC., 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (805) 994-1851 SHEET DESCRIPTIO N TREE IRRIGATION PLAN AND NOTES R E V I S I O N S SHEET N U M BE R L30F 12 PROJECT NUMBER 13-080 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. 1 t� Z eo 1 U L1. 1 Vp"DSCAPF RIOS Ho W n ignature SE TE BER 30 2 16 i p e JJ Dot 9lF OF C I\L����� D A T E JULY 20, 2015 SCALE 1"=20'-0" DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFlELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 7243 WILD HORSE BAKERSFlELD, CA S &S HOMES, OF CENTRAL CALIFORNIA, INC., 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (805) 994-1851 SHEET DESCRIPTIO N TREE IRRIGATION PLAN AND NOTES R E V I S I O N S SHEET N U M BE R L30F 12 PROJECT NUMBER 13-080 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. GENERAL LANDSCAPE NOTES I . 11remium quality plant i aierial is required -for this prqlect. No plant material will be accepted for this project ur ls:.ss it sweets or exceeds the upper end of the industries standards for the :sizes specified. All plant materials must be of excellent .form, size, health, and crown density. Any plants that do not meet this standard will be re�iected by the architect or the City representative, 2. Trees shall be staked as per the details and specification, 3. There shall. be no substitutions or deletions fro€n any plant materials without written approval from/ the landscape architect, the owner, and the City's representative. 4. 11ae Developer vcloper shall€rfortn to all City codes and .requirernents, including all inspections pertaining to this installation, 5. All landsc=ape details shall he in accordance with C.O.B. standard details and ass directed by the city encxincerr. 6. All trees shall he placed behind the line of'sight as indicated on the plans. Verify with the C.C3.K or landscape architect prior to construction or tree installation. 7. Prior to the final C.O.K acceptance, the contractor shall apply a pre-enaerge€rt wed control as recommended by a. certified pest control advisor and applied by a certified pest advisor applicator. Contac, the C.O.B. far verific at.ion of. appl€cation. 8. Landscape areas without an agjacent wall at rear of landsc aper area shall have a concrete mow strip at the back of the landscapes area, Refer to C.O.B. standard detail. c). Contractor shall install on at.] landscape areas a 2" laver of mulch: 2" redwood bare chips supplied from a fresh water mill. Nlulch shall be uniform in color and free from weeds, sawdust, seeds, constructive rmte*rials and splinters. Any dyed products will not be accepted. Contractor to provide C.O.B. samples for approval. 10. Quantities on the landscape legend inav not be accurate; ttae developer shall be responsible to install all plant material as per the £.lesi gaed plans oras directed b -f the City's representative. 11. All trees under utility li.ncs are subject to change per C.O.B. 12. All .plant €material shill he inspected by the C.O.B. prior to planting. MAINTENANCE PERIOD NOTES 1. The contractor shall provide all labor, materials and equipment to perfornx work. during the post -installment .maintenance period, as specified herein including but not limited to: adequate watering of plant: material and controlling weeds, .rodents and other pests for a minimum period of, three hundred and sixty-five (365) days. 1 The contractor shall maintain the project on a continuous basis from the first day after planting .is completed, mpleted, r.r.ntil. final written acceptance by the City of Bakersfield Recreation .Parks Department. 3. Cost incurred due to damage or replacement daring the post -installation maintenance period shall be the responsibility of the: contractor. 4. All areas including, but not limited to turf, groundcover areas, concrete walks and slabs shall be kept Clean and free of weeds, litter, and debris. 5. Before weeds exceed tvvo (2) inches in height, they shall be removed and disposed ofoff- site. Serious weeds pests (i.e. blackberry,.nut sedge or bind weeds) shall be sprat :sprayed with a non-selective post -emergent herbicide as specified by a weed abatement company, and left in place for (7) severer days, Areas sprayed shall remain unwatered for a minimum of forty-eight (4-8) hours. Dead weeds shall be removed seven (7) days after application and disposed ofoff-site. h. Constant diligence shall be maintained for the advent of diseases, insects, an.d-or rodent infestations and proper preventative or control measures taken. Should the City, during the maintenance period, discover that the terms for the, maintenance period as stated herein have not been strictly adhered to, then the days accruing toward completion of said maintenance; period will be terminated. The maintenance period will be extended € ne (1) day :for each day the arca is out of its maintenance period. After the area has been brought up to City standard, The City will requires a re -inspection by a City- of Bakersfield Recreation and parks representatives. When the inspection is completed, and the: area is in satisfactory condition, then., and only thea, will the City re; -accept the area in. writing. 7. The contractor shall properly and completely maintain all parts of the irrigation system. 8. The contractor shall provide for delivery ofwater in sufficient quantities and adjust water application to compensate for -seasonal conditions. ). (i) Three weeks prier to the conclusion of the maintenance period, the contractor shall contact the City's representative~ to perform a final inspection of"work, Ally removed plants not in. satisfactory and 'healthy condition from the site shall be replaced with material of like kind and size and in a manner specified for original planting. Ifthe replacement plants do not represent. a similar foliage representation of the original planted material, the contractor- sh=all replace plants With next available up -sued container, All ground cover shall have a twelve (12") inch clearing from all structures including but not limited to; sidewalk areas, walls,, fences, mow curbs, valva boxes, tree bases, shrubs, etc;, 10. Before the start of the maintenance period. The contractor shall prepare and submit on a (new) set of blue. line prints ars ".As Built" drawing;. The drawings shall include all deviations from the original bid documents made during construction that affect the main lines, controller locations, remote control valves, quick -coupling valve's, all, sprinkler treads and all plant material. The drawings shall also indicate and show approved substitutions of sizematerial and manufacturer's name and catalog numbers. Also, (2) sets of 11 X 17 larninated "As .Built" with highlighted color coded irrigation reference chart and schedule, keys to the controller, anal two quick coupler valve keys with gate, valve hose bib attachment, shall be submitted to they City. 11. Before the :start of the maintenance period, the Contractor shall submit all unedited invoices of said Rain Bird equipment to the City of Bakersfield Recreation & Parks representative for their Maxicom Dollar .fund. RAIN SENSOR IRRIGATION CONTROLLER'C' CIMIT OF CONSTRUCTION VALVE IDENTIFICATION KEY POINT -OF -CONNECTION EXISTING 2" WATER METER VALVE STATION STATIC WATER PRESSURE- 70 TO 80 PSI NUMBER VALVE G.P.M. CONTROLLER OBTAINED FROM CAL WATER (12/1512014) DESIGNATION CONTROLLER -12 STATION CONTROLLER GI 1� EXISTING 2" RP BACKFLOW PREVENTER VALVE SIZE 1" DRIP�DESCRIPTIO MAXIMUM FLOW DEMAND -10.5 GPM IRRIGATION MAINLINE, TYP. INSTALL IN LANDSCAPE AREAS. A1.-" r-�imr- e%i r- r-,, ir- sir% NOTES REFER TO SHEET L3 FOR TREE IRRIGATION (PLANS. REFER TO SHEET L5 FOR IRRIGATION DETAILS AND LEGEND. REFER TO SHEET L6 FOR IRRIGATION DETAILS, NOTES AND CALCULATIONS. LL! m �pNDSCApF kQ RIOS No 9 W ignoture * EMBER 30,2016 E p' ie� J'J a 9lF OF Ca\_\� D A T E JULY 20, 2015 SCALE 1"=20'-0" DRAW N BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 7243 WILD HORSE BAKERSFIELD, CA S &S HOMES, OF CENTRAL CALIFORNIA, INC. 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (805) 994-1851 SHEET DESCRIPTIO N SHRUB IRRIGATION PLAN AND NOTES R E V I S I O N S SHEET N U M B E R L401F 12 PROJECT NUMBER 13-080 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. IRRIGATION �CONTROLLER 1-11 SCALE: NTS FRONT VIEW RAIN S BSCALE: NTS O RAIN SENSOR AND VANDAL RESISTANT ENCLOSURE PER LEGEND O WIRE TO IRRIGATION CONTROLLER O3 CONTROLLER ENCLOSURE- PER LEGEND O CONTROLLER- PER LEGEND Q POURED CONCRETE BASE - PER DETAIL W, THIS SHEET. O FINISH GRADE ENSOR 10 CONCRETE PAD- SIZE TO BE 6" LARGER THAN THE BFP ENCLOSURE ON ALL SIDES O INSULATED BACKFLOW ENCLOSURE AS INDICATED IN LEGEND O EXISTING RP BACKFLOW PREVENTER AS INDICATED IN LEGEND 10 30" LINEAR LENGTH OF WIRE COILED O2 APPROVED WATERPROOF WIRE CONNECTORS, TYP. O3 VALVE IDENTIFICATION TAG O4 PLASTIC VALVE BOX WITH LOCKING LID 50 FINISH GRADE/TOP OF MULCH Q MASTER CONTROL VALVE PER IRRIGATION LEGEND O PVC SCH 80 NIPPLE (CLOSE) O PVC SCH 40 MALE ADAPTER O9 PVC MAINLINE PIPE 10 BRICK (1 OF 4) 11 6" MIN. LAYER OF PEA GRAVEL (2 CU.FT.) 12 CONTROL WIRES 13 SCH 80 PVC UNION G EXTENSION LENGTH AS REQUIRED 15 LANDSCAPE FABRIC 0'- DMASTER CONTRO�LV�A LV SCALE: NTS 10 FINISHED GRADE IN TURF AREAS O2 PLASTIC RECTANGULAR VALVE WITH LOCKABLE COVER. HEAT BRAND "FS" ONTO LID. O FLOW SENSOR, PER IRRIGATION LEGEND O FINISHED GRADE IN SHRUB AREAS Q 24" WIRE LOOP O6 45 DEGREE PVC MAINLINE FITTINGS O7 6" MIN. LAYER OF PEA GRAVEL (2CU.FT.) _ E U8 BRICK SUPPORTS 90 PVC MAINLINE PIPE 10 LANDSCAPE FABRIC 11 PVC MAINLINE PIPE TO MASTER VALVE (NOT LESS THAN 10 PIPE DIAMETERS) PER SPECS. AND PLAN. NOTES: INSTALL FLOW SENSOR PER THE MANUFACTURER'S RECOMMENDATIONS AKin MIME: -rn looin_ATION CONTROLLER. FLOW SENSOR L. I SCALE: NTS 1 4 O4 BALL VALVE T Q JR Q GALV. NIPPLE 3" MIN. LENGTH THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: F I H 3 5 6 O GALV. 90° ELL (TYPICAL) s �a rr�s£ 1G ?fir? t mm I , O7 GALV. UNION (TYPICAL) I is icy WN ROUND PLASTIC VALE r 8 O8 GALV. NIPPLE (TYPICAL) 30 GATE VALVE- MANUFI RAINBIRD 9 9G FINISH GRADE FLOOD .................... (MODEL#KCPLXME-RG) RAIN SENSOR WITH VANDAL GARD 10 GALVANIZED COUPLING SET KERN TURF LEGEND, OR APPROVI B/1_5 10 10 FLUSH WITH CONCRETE O4 EXTENSION LENGTH - FEBCO (MODEL#825Y) 2" RP BACKFLOW PREVENTER AS REQUIRED - INSTALL 4" THICK CONCRETE PAD WITHIN STRONGBOX SBBC-45SS SMOOTH TOUCH BACKFLOW ENCLOSURE C/1_5 11 (5TW O PVC MALE ADAPTER .• Ira r�€.m crrl (MODEL#KCPFLOWCOMBO-100) MASTER CONTROL VALVE/ FLOW SENSOR COMBINATION. IRRIGATION SYSTEM 1 MV / FS 13 12 12 12"x12"x12" CONCRETE Q 6" MIN. LAYER OF PEA SUPPLY 1" RAINBIRD PEB MASTER VALVE AND 1" RAINBIRD #FS100P FLOW SENSOR WITH PLASTIC TEE. ''!�:f(//axil..3'3:'31.�..fivC9��'c/?e'.(1�£B +Ys °u."'.'r 5r4�'•�'Na.>,3Y�t;•,f.�i�F�'F.G?4'.�^�2 �:+i:9..'f�X)�?'.17iP� S, GRAVEL (2 CU.FT.) 1i' �.$%$1' >e•.�t, SiLS'�fS$i £ lcF.. J. ft AM114AVI.b,.`.• wS�a'p..vL�E'S3�?b`�'i:�L' `if(3d,�[a. a& 13 TO POINT OF CONNECTION g EVENLY COAT GALV. IRON FITTINGS (MODE L#P CONTROLE REGULATING ADAPT AS REQUIRED O IRRIGATION MAINLINE EXPOSED TO SOIL AND CONCRETE WITH INSTALL V DY AND SCH 0 BALPRESSUL L ON MAINLINE SIDE &1 SCH 80 UNION ON LATERAL SIDE (ALL VALVES) L40S' At 1 .'M 11-A la 3 LANDSCAPE FABRIC 3M SCOTCHRAP PIPE PRIMER AND THEN (MODEL#EZ010-HC) 10 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN 36"x24"x24" VALVE BOX H/L5 4w03 _ WRAP WITH 3M SCOTCHRAP NO. 51 BLACK 4.mmm— ml4°,"i;pow.,.-u' w ..-em, 4.ceXe�.k` 40AW"'^' A/L6 PVC TAPE (3/4" OVERLAP) 18" MINIMUM COVER AS APPROVED SCH 40 PVC LATERAL LINE - 12" MIN. COVER; SIZE PER PLAN - 3/4" MINIMUM SIZE A/L6 CITY OF BAKE F1E AS APPROVED . €3 B/L6 DE"I"AlL� r� �,.;`'si STEXs,. INSTALL WITH 30" MINIMUM COVER AT ROAD CROSSING NO SYMBOL AS APPROVED IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L. APPROVED) ........................................................................................................................................................................................................... #14 AWG CONTROL WIRES, #12 AWG COMMON WIRE, ROUTE WITH MAINLINE IRRIGATION �CONTROLLER 1-11 SCALE: NTS FRONT VIEW RAIN S BSCALE: NTS O RAIN SENSOR AND VANDAL RESISTANT ENCLOSURE PER LEGEND O WIRE TO IRRIGATION CONTROLLER O3 CONTROLLER ENCLOSURE- PER LEGEND O CONTROLLER- PER LEGEND Q POURED CONCRETE BASE - PER DETAIL W, THIS SHEET. O FINISH GRADE ENSOR 10 CONCRETE PAD- SIZE TO BE 6" LARGER THAN THE BFP ENCLOSURE ON ALL SIDES O INSULATED BACKFLOW ENCLOSURE AS INDICATED IN LEGEND O EXISTING RP BACKFLOW PREVENTER AS INDICATED IN LEGEND 10 30" LINEAR LENGTH OF WIRE COILED O2 APPROVED WATERPROOF WIRE CONNECTORS, TYP. O3 VALVE IDENTIFICATION TAG O4 PLASTIC VALVE BOX WITH LOCKING LID 50 FINISH GRADE/TOP OF MULCH Q MASTER CONTROL VALVE PER IRRIGATION LEGEND O PVC SCH 80 NIPPLE (CLOSE) O PVC SCH 40 MALE ADAPTER O9 PVC MAINLINE PIPE 10 BRICK (1 OF 4) 11 6" MIN. LAYER OF PEA GRAVEL (2 CU.FT.) 12 CONTROL WIRES 13 SCH 80 PVC UNION G EXTENSION LENGTH AS REQUIRED 15 LANDSCAPE FABRIC 0'- DMASTER CONTRO�LV�A LV SCALE: NTS 10 FINISHED GRADE IN TURF AREAS O2 PLASTIC RECTANGULAR VALVE WITH LOCKABLE COVER. HEAT BRAND "FS" ONTO LID. O FLOW SENSOR, PER IRRIGATION LEGEND O FINISHED GRADE IN SHRUB AREAS Q 24" WIRE LOOP O6 45 DEGREE PVC MAINLINE FITTINGS O7 6" MIN. LAYER OF PEA GRAVEL (2CU.FT.) _ E U8 BRICK SUPPORTS 90 PVC MAINLINE PIPE 10 LANDSCAPE FABRIC 11 PVC MAINLINE PIPE TO MASTER VALVE (NOT LESS THAN 10 PIPE DIAMETERS) PER SPECS. AND PLAN. NOTES: INSTALL FLOW SENSOR PER THE MANUFACTURER'S RECOMMENDATIONS AKin MIME: -rn looin_ATION CONTROLLER. FLOW SENSOR L. I SCALE: NTS 1 4 O4 BALL VALVE T Q JR Q GALV. NIPPLE 3" MIN. LENGTH THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: F I H 3 5 6 O GALV. 90° ELL (TYPICAL) O FINISH GRADE 2. INSTALLED WITHIN MODEL#VITSB-22SS, STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. 7 O7 GALV. UNION (TYPICAL) O2 ROUND PLASTIC VALE N 8 O8 GALV. NIPPLE (TYPICAL) 30 GATE VALVE- MANUFI RAINBIRD 9 9G FINISH GRADE FLOOD AND MODEL AS INDIC, (MODEL#KCPLXME-RG) RAIN SENSOR WITH VANDAL GARD 10 GALVANIZED COUPLING SET KERN TURF LEGEND, OR APPROVI B/1_5 10 10 FLUSH WITH CONCRETE O4 EXTENSION LENGTH - FEBCO (MODEL#825Y) 2" RP BACKFLOW PREVENTER AS REQUIRED - INSTALL 4" THICK CONCRETE PAD WITHIN STRONGBOX SBBC-45SS SMOOTH TOUCH BACKFLOW ENCLOSURE C/1_5 11 PVC MALE ADAPTER TO O PVC MALE ADAPTER .• AVAILABLE AT (MODEL#KCPFLOWCOMBO-100) MASTER CONTROL VALVE/ FLOW SENSOR COMBINATION. IRRIGATION SYSTEM 1 MV / FS 13 12 12 12"x12"x12" CONCRETE Q 6" MIN. LAYER OF PEA SUPPLY 1" RAINBIRD PEB MASTER VALVE AND 1" RAINBIRD #FS100P FLOW SENSOR WITH PLASTIC TEE. THRUST BLOCKS 2 GRAVEL (2 CU.FT.) NOTES: 13 TO POINT OF CONNECTION g EVENLY COAT GALV. IRON FITTINGS (MODE L#P CONTROLE REGULATING ADAPT AS REQUIRED O IRRIGATION MAINLINE EXPOSED TO SOIL AND CONCRETE WITH INSTALL V DY AND SCH 0 BALPRESSUL L ON MAINLINE SIDE &1 SCH 80 UNION ON LATERAL SIDE (ALL VALVES) ® LANDSCAPE FABRIC 3M SCOTCHRAP PIPE PRIMER AND THEN (MODEL#EZ010-HC) 10 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN 36"x24"x24" VALVE BOX H/L5 _ WRAP WITH 3M SCOTCHRAP NO. 51 BLACK PVC PIPE SCH 40 MAINLINES TO BE USED FOR PIPES 2" AND SMALLER, SIZE PER PLAN A/L6 PVC TAPE (3/4" OVERLAP) 18" MINIMUM COVER RP BACKFLOW PREVENTER %..01 SCALE: NTS GATE VALVE 1 / SCALE: NTS we] IRRIGATION LEGEND QTY SYMBOL MANUFACTURER MODEL NUMBER PSI RADIUS GPM DETAIL REF InTV cvnARnl AAANI IFOrTI IRFF? KAnnRl NI IMRI=P DETAIL REF 1 F H T Q JR CHECKED BY KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: F I H T Q 1. 12 STATION RAINBIRD ESP LXME SERIES IRRIGATION CONTROLLER 276 o 2. INSTALLED WITHIN MODEL#VITSB-22SS, STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. RAINBIRD 1804 -SAM -PRS WITH HUNTER PCN -25 PRESSURE COMPENSATING NOZZLE 15-70 FLOOD 0.25 G/L6 70 A RAINBIRD RWS-B-C-1401 ROOT WATERING SYSTEM EACH SYSTEM REPRESENTS 2 (.25 GPM) RWS BUBBLERS 20 FLOOD 0.50 (MODEL#KCPLXME-RG) RAIN SENSOR WITH VANDAL GARD 1 H/L6 InTV cvnARnl AAANI IFOrTI IRFF? KAnnRl NI IMRI=P DETAIL REF 1 © AVAILABLE AT SPECLINE# RB3ESP12LXMEF/ VITSB-22SS/RB91Q4602B/KCPCSA-LXMEF24/ KCP113GR A/L5 JR CHECKED BY KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: SUPPLY 1. 12 STATION RAINBIRD ESP LXME SERIES IRRIGATION CONTROLLER 2. INSTALLED WITHIN MODEL#VITSB-22SS, STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. 3. INSTALLED WITH MODEL#RB91Q4602B GPRS/CELLULAR NETWORK MODULE 4. INSTALLED WITH MODEL#KCPCSA-LXMEF24 SUB-ASSEMBLY/TERMINAL STRIP 5. INSTALLED WITH MODEL#KCP113GR GROUNDING PACKAGE AVAILABLE AT (MODEL#KCPLXME-RG) RAIN SENSOR WITH VANDAL GARD 1 ® KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: HUNTER MINI-CLIK RAIN SENSOR MOUNTED WITHIN B/1_5 SUPPLY HUNTER #SG -MC STAINLESS STEEL SENSOR GUARD ENCLOSURE. FEBCO (MODEL#825Y) 2" RP BACKFLOW PREVENTER 1 e INSTALL 4" THICK CONCRETE PAD WITHIN STRONGBOX SBBC-45SS SMOOTH TOUCH BACKFLOW ENCLOSURE C/1_5 INSTALL V.I.T. POLAR BEARIER #PBB-45 SLIP-ON INSULATING COVER. AVAILABLE AT (MODEL#KCPFLOWCOMBO-100) MASTER CONTROL VALVE/ FLOW SENSOR COMBINATION. D&E/L5 1 MV / FS KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: SUPPLY 1" RAINBIRD PEB MASTER VALVE AND 1" RAINBIRD #FS100P FLOW SENSOR WITH PLASTIC TEE. 2 N NIBCO (MODEL#T113) 2" GATE VALVE F/L5 g RAINBIRD (MODE L#P CONTROLE REGULATING GIL5 INSTALL V DY AND SCH 0 BALPRESSUL L ON MAINLINE SIDE &1 SCH 80 UNION ON LATERAL SIDE (ALL VALVES) 1 EZ EZ-FLO (MODEL#EZ010-HC) 10 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN 36"x24"x24" VALVE BOX H/L5 _ AS APPROVED PVC PIPE SCH 40 MAINLINES TO BE USED FOR PIPES 2" AND SMALLER, SIZE PER PLAN A/L6 18" MINIMUM COVER AS APPROVED SCH 40 PVC LATERAL LINE - 12" MIN. COVER; SIZE PER PLAN - 3/4" MINIMUM SIZE A/L6 AS APPROVED PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE B/L6 INSTALL WITH 30" MINIMUM COVER AT ROAD CROSSING NO SYMBOL AS APPROVED IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L. APPROVED) #14 AWG CONTROL WIRES, #12 AWG COMMON WIRE, ROUTE WITH MAINLINE COLOR OF WIRES TO BE AS FOLLOW: COMMON WIRE - WHITE CONTROL WIRE - BLACK A&B/L6 SPARE WIRE - RED MASTER VALVE WIRE - BLUE FLOW SENSOR - PAIGE IRRIGATION SPEC# P7162D-A-REV8 UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 AWG/1 PAIR NO SYMBOL 3M DBR/Y-6 WIRE CONNECTORS- INSTALL PER MANUFACTURER'S RECOMMENDATIONS C/L6 NO SYMBOL APPLIED VALVE BOX WITH DROP IN STYLE LOCKING LIDS D&E/L6 10 ENGINEERING STANDARD RECTANGULAR SERIES 1015 1 G2 VALVE BOX FOR RCVS & FLOW SENSOR 2 JUMBO RECTANGULAR SERIES 1320 1G2G VALVE BOX FOR MASTER VALVE & FLANGED GATE VALVES 5 9" ROUND SERIES 910L 1 G2G VALVE BOX FOR NON -FLANGED GATE VALVES AND QUICK COUPLERS NO SYMBOL N/A CONCRETE THRUST BLOCKS TO BE INSTALLED WHEREVER MAINLINE TEES OFF OR CHANGES DIRECTION F/L6 3 RAINBIRD (MODEL#44LRC) QUICK COUPLER WITH TSJ-18 TRIPLE SWING JOINT. G/L6 INSTALL WITHIN APPLIED ENGINEERING 9" ROUND VALVE BOX .......................................................................................................................................................................... .. G . Til mow,. -o. W9�4" WftW ?W W40UM AM 'wQxw✓sivRK' VIVI'PzsCS4rk'{kaIV.57�,1' Tm.mi & :.F&'.owMrWow Y<�-,tYb?R3�iA5.k3i3:1y�$fiiD1A9bA5`�id�i4�!"%2�dB�bf%.�+�'•,.6fie.'dp.5'��'.2�w8it:?'Q��.P�.'�3�.�.'�.r,3kt�s4'�31 me- AM m orw"'E:•Ym :z;p WMA VAm; -wamm1WA&, wftMi. aaW. W.w;m fft6tlktidk�'ibw'7�•x�zam[s&s"stf 3Gcx--r.s.�ts8s rcuf�, G�??�"'fr�Zd�?'�?.'J�"i�Y'>�k Ak"if3��P$'�4 ns~ am- 54tG88'.k'4A292°e�',�?#AS moww 6mn mi, m a Ws&:3woo? WON," wtt m mm mIgm dti $dEk"°$ *006% AW -11" W mmw"m %t�'��FdTifilka°�S°:+Y�is. P�,14ti:'�':�Z?R> �.?�f,.:.ADL°A•Ai`z��':,ti'�Yat�i'6AcA°..AD�iN�tF?:iXf9.3 CITY O: SAKEB'RSFl- L 'DrT'rS lLs FOR .I{.�MalfT CONTROL lVAI; E.IS f+'TTL..A?8'f3t3. :fiYt .•.,�..� fYi :..%s: .�: i'/.•:.3: 4.:'...�Cr.� &r.<Y .A.i�i.� REMOTE CONTROL VALVE C� NTS NOTE: ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE EZ-FLO SYSTEM. ITEM 11 IS PURCHASED SEPARATELY. 8 O WATER IN - CONNECT BLACK 10 TUBE TO BLUE CONNECTIONS 0 00 0ro Po_ 0000 0 Oggo ON PROPORTIONING CAP AND o 0 �qo o�:: .< COUPLING 000$�o��p -mo 011 pOo U8 1/4" TUBING CLAMP - BOTH THE GREEN AND BLUE COUPLING 9 12 14 13 TUBING CONNECTIONS O1 FINISH GRADE Q APPROVED BACKFILL 10 PVC MAIN LINE TO VALVE O2 PLASTIC 30" L x 18" D x 17" W O MANIFOLD VALVE BOX & LOCKABLE COVER 11 EZ BALL VALVE COUPLING O PROPORTIONING CAP WITH FEED CONNECTOR - INSTALL ADJUSTMENT KNOB ACCORDING TO WATER FLOW O EZ-FLO SHUT OFF VALVES DIRECTION ARROW O EZ-FLO FERTILIZING SYSTEM 12 6" MIN. LAYER PEA GRAVEL PER IRRIGATION LEGEND (2 CU. FT.) 13 60 FERTILIZER OUT -CONNECT CLEAR PVC MAIN LINE FROM BACK - TUBE TUBE TO GREEN CONNECTIONS ON PROPORTIONING CAP AND COUPLING 14 LANDSCAPE FABRIC EZ-FLO FERTILIZING SYSTEM HSCALE: NTS Va%DSCAP RIOS LAJ cxl ignature �[ SE ER 30 2 16 * E Xe Date 9TF OF CAQ���� D A T E JULY 20, 2015 SCALE N/A DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO. LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 7243 WILD HORSE BAKERSFIELD, CA S &S HOMES, OF CENTRAL CALIFORNIA, INC. 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (805) 994-1851 SHEET DESCRIPTIO N IRRIGATION LEGEND, AND NOTES R E V I S I O N S SHEET N U M B ER L50F 12 PROJECT NUMBER 13-080 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. l GENERAL RECORD DRAWING NOTES q� aG:.�?#�'i.,Fd.f�Bf�i.�Yb.?Edi.>7R#ANSis.'�P8o8',Sb'..''9Ba�` it YG '••^^^•••.?••f,,, .,•• .�y.:.°�Rirt�i&�.8°.&Fft.�E6:9�s;:5�,%?6.i.fS<£.• z r £. t 1F,';a6Y: ' �: �l:I• ESKib'.c5?'9V+t.i.2�•f2+kL„K.7i'�S �R.AS.3�JS 9e,5' ,t�o'i$ui!piC £i,�k �S-.�A'G,E fit:. t > :<:�: � �� � prints v�hich vmvm. f�,� ,� .-.:;,.A The Contractor shall provide and keep up to date a complete field record set of blue line p f t st' �ti �avrs-sa�>a.a. eor ' .;�w�x�fzrt �;'srs�Efx>�sx�,�,.�;� 'fr3.Y4`.`„'Gi?Y:F.3eJiPXf&.•PYK•;�C .i :. "l, .R".. 'k?bL>1g'A'e8�{d'tA4,'6�3yfii5 9i?i. t �3r Xac s:ssaaf �twa.�zx +�: x>s�s shall be corrected daily indicating every change from the original drawings and specifications including s Rdc 'scbXsSl3f %. v;'s",z+s'f5f; is ES r«�acr zz u�; :.:. rt..nre Y,pt+,�«0».0«110. 8$¢ Ai&NMI.cw+W'A*13MMif}.E�if�f3,+ld0wilN LS,Z3�tA�`iFS"fi.6"2i�a4Y,i%s9c ,.� :, � � ,i<f�f'•:tXik.'�?:ttF% t8 f t�7L:, o AL,& m 9A"s, Gct�.* 7i t i� Vi t�rm5z � �.iv Fsa3'4i ': • i s!:: S;�tY>&3(AAib%�A?AkWA.bC+?A 'tG�1. , : msµ; �' r �� . exact locations, sizes, and kinds of equipment. t. i"hese drawings shall also serve as work progress sheets G. %Y�E`?'gT7AC t�3i f9 �$:"Y�i.RG' tYdS'�Y-Qet'fi� ..Y �,.,e.>>:.- fr,.cY?fEf�4v;sg *.*X. .•f}iSS7.tf°.,L�'kEi. 23°1,. 'a it *0 ow X4s,%m,-_� ;fir,,.,,. .� s � ��; and shall be the basis for measurement. This set of drawings shall be kept on the site and shall be used axax.i ��dwiYTa C f Asa £`rsakNfi,xry£B�& '->i r�eccsuEs�asr y <:,. r s1sNcs>ry�tv�5 �xurs:teM only as a field record set., s+ks4W•rl",arWWA* ,iWmnbr.:0A.�a :'�,•' '".;. "'-' l'??:n,';` ::ffiy'' .£'i3'.a i.KfB r45-.[+i'3a li.4'�Y,iOb'a 7'a"I�1v A:��Vft.Rs n. s„�z �» �?�"!!k':si8� !�, »I35ePYK9. b'%SYC(d& . ,.. ,.: � � _ •:`.'.,�, f._: , :rF>�>.('�asfr,��.9:��,��: 2. The Contractor shall make neat and legible annotations thereon daily as the work proceeds, showing the rAm:, F ,dL w --n ?AT work as actually installed. These drawings shall be available at all times for inspection and shall be kept in Yb.,;,:<,'fel.�i..'sJr�Ii'�fdda.Y.e,�33Psas�46, rts/ o,>» h r' a location designated by the Landscape Architect ort a owner's representative. sss�sssxsar•abs�sas4?s. Wand:s'`�; �_�f�,rraxls�.�> ?4�Ed%yid';:L�I•k4k�'"�''era3f8'�4�3'�'3"At.oR'S aaafa.,frs �, �i't.S?'fi.3�.'.,54k�°' 88�elFYa;�'�164' .>�w, k3f d�:,',£.+P2i i�'�t £Pdricf` f'gris6�d4 >6 ?"':r s'• Y MAWAW. "` ° :j am i' > 3, The Contractor shall dimension from two permanent points of reference the location and changes of the eian,rsrsssss5nz°3?~;?:;arAx <:'::, RCV ':<:'r...,../}' following items including but not limited toCE: 4 Nt£1.i2<�s i�tk rraaw� #�';. IRRIGATION N strn fie r` "st� ?4'�a�'!SNt+olf#'ek�t.<,94-0f'Y1C,�X.IEe,�,ek3�4i •rtaysq '»1.•`.b�',>%b.2<:; `'� s�kF»,> % <:: H,k..• ,; a. Connections to existinggrater lines CONTROL VALVE t3 AW 1W AUL (wwf5� M Nr.-� OX WITH LOCKABLE ` a#w14rJ�4'...i4 Mem X' *V:W.:�F *0f9f 1 VALVE B b. Connections to existing electrical power zsr.A:sd,,feat �a,si, � � wus�rsa�. � ,: / �.. ;:: COVER lr C. Gate valves °Dgz,+rcr.zP�esitrrx�f % r2ncr X VAWWW Ya a s -ASK ,..fIwo, mw_ 'RE�,t�.i/.c.M7FiP'.^R n, s :•,,n.. "`{M, .,.%»:. A 2 2 BRANDING PER THE ---,,::,.: �r-. pouting of pressure main line pipe 33� ±t Std zx xfaa6,k iS!opx ck-__1;y - s IRRIGATION SPECIFICATIONS. ` -----; >;<:: e. Sprinkler control valves 3 4 � x�±�rss "�-,,•. '% %�� .:::: .. ;. f, pouting of control and common Wire ''" I 3 CONTROLLER DESIGNATION tsatk FL>sxr.5�f suu.ayss %r �ymxnk:. >ersvr,�:s�vrG,�c�;�,xsxas.x�'rrzextt �?ss�a�ez x^: :::wsxs�s�ct?re ,� �,txss g. Quick coupling Vali��'S $ fi%tsk2C :� ':i`:E%x`fq�'s,• �ix .,.., c �... ... 5 O VALVE IDENTIFICATION `.;, ;:;,.,.> ,r..'� h, Irrigation sleeve locations A G `_1 f Y ��SFO ROUND VALVE BOX WITH ��� i, Plant material substitution car layout changes M�.s�.•,.ASI�€..S FOR t�V++��#�yyS€ yO, { pp yy , LOCKABLE COVER. - }} hh ��yytt[[TY OF �{,y �>. ((��yS�� {{x(,�1�(3 yy((�� yy66 �- yy y+> y (�� x ^�,�y f .€F F.N(:k'S.6N; '6> .' "ND r]�AL• ci'bw..>... - - % O O >,:r¢f.fk.P..3i.eAPr_' .A•,. D f.2i�.3GA . ION rfE 5 , II -S FOR f9 „ IRRIGATION-f.�.s:IOUS IRRY.�:Y�` TON �TFADS 4. before the nate of the final inspection, the Contractor shall deliver the corrected "field record" set to the a< s9.:rfss CONTROL VALVE -.- .. ....� . Architecto Will use the information to create a clean set of "record drawings". All work sha .:.:z„�...�y:...ss� ................... �.,� landscape wh ova Landscape Architect owner's representative an Is S - be subject to approval by the Land ape A h'tect nr the ow pr ntative d ` object to ........................................................................ PLAN VIEW r on he "fief record" set ie contractor o :........................ ..... ............................_..............,.................- ....... __......._....................................-...............................................ve ificati Delivery of t d rec will not relieve the coat ctvr of the responsibility f TRENCHING AND BACKFILL VALVE BOX HEAT BRANDING IRRIGATION HEADS furnishing required information that may be ornitted from the prints compiled at the site. The landscape A SCALE: NTS D Architect will use the information to produce: SCALE: NTS G SCALE: NTS a. A Clean set of record drawings which will be submitted to the City of Bakersfield as the official "Record Drawings" for the project. b, The Contractor shall stamp and sign each sheet to indicate "Record Drawings" as provided by NOTES: contractor's representative. 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE c, Controller charts shall be produced from the final approved 'Record Drawings" SERVICING THE VALVE. f - 6. Controller Charts. �' SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER IN GROUNDCOVER/ SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA. 1 MULCH- INSTALL WHERE LOCATED IN SHRUB BEDS a, Provide one controller chart for each controller su l€ed and one electronic copy. 3. SET RVC AND VALVE BOX ASSEMBLY IN GROUNDCOVER/SHRUB AREA b. The chart shall show the area controlled by each automatic controller and shall be reduced in 2 FINISH GRADE �`--------------(tom WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUNDCOVER DOES NOT 1 4 size to an 11" X 17"' of the approved "Record Drawings", .i EXIST ADJACENT TO LAWN. O GRATED CAP 2 3 c. The chart shall be a blueline ozalid print and a different color shall be used to indicate the area o f% 3 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. coverage for each control valve station. O BUBBLER PER LEGEND l-" 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT d, When completed and approved, the charts shall be sealed by a plastic laminating process and (INCLUDED) t>-� COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. spiral bound. The plastic laminating sheets shall be a minimum of lt3 mil. thickness each. I 6. IDENTIFY VALVE BOX WITH CONTROLLER LETTER AND VALVE NUMBER O5 CHECK VALVE (INCLUDED) 5 USING 1 Y2" - 2" LETTERING. O PATENTED STRATA ROOT SYSTEM SWING JOINT (INCLUDED) .0•t0rr 6 xrn6�3sr?'sr,; _. 8 PVC LATERAL PIPE � a ia4?�'�'.'•."i5�v Yf�.,rs�l�fr�a..�7a�zQ-"ft.r„ PVC SCH 40 TEE OR ELL T, W, *xa.ale. f;MW a � r, -at i4 w a � sYp.�t�a 12" 12" 12" 12" O 10" ROUND VALVE BOX 1 p ROOT INTRUSION BARRIER (INCLUDED) >i6A.t-??.'fYifk> q.i. o,f ,,6, °*Vk;, fA; R&FGf/o°.'oka fi3%, ``AVOW AO 7, � INSTALL WITH FILTER FABRIC SLEEVE 14"x19" RECTANGULAR Ino 0000000000 3. AS W VALVE BOX 0000000000 _ frxtra�� � is es �.�s,� r 0000000 0000000000 ❑000000000 .a.E'Ff.�4.l�eGa` 0000000000 a 23"x 33" RECTANGULAR 00000000000 rc �� VALVE BOX 0000000 00000 8 ova CITY OF ,r KE SFIELD ... xr�€s€ortis _ 4 2 U4 EDGE OF LAWN, WALK, 9 £ i �9€ i',fsILLSsUR'RUX':;e�.:££.1?'s.t:.'C3?dt3%.TT 10 £ l <,� KIIRNFC,s , Y�€� ;. b.rVX .rt1..€, Y FENCE, CURB, ETC. Cfsa ty ...,i�1, i<'s;/'.:f; .N,.�..:.<,.y,.: s. i.,.,w.--...,.•...k.,w-,.:-..,.,......, u:.ss: L-3op s. ',. • 0000 PLAN VIEW SECTION ������� ................................................................................................................................................ 0000000000 SLEEVING VALVE BOX INSTALLATION TREE WATERING SYSTEM B SCALE: NTS SCALE: NTS H SCALE: NTS LOW VOLTAGE WIRES, 3 MAXIMUM IRRIGATION PRESSURE CALCULATIONS OWIRES PASS THROUGH GROOVES IN TUBE LID TO . f �` ALLOW LID TO CLOSE y� Static pressure, 70.00 2 ` ' £ Max. GIM Demand; 09.50 O CLOSE TUBE LID AFTER WIRE IS INSERTED INTO - Units Size Type Description GPM Unit PSI: Loss TUBE 1 2 Disc Water Meter 09.50 00,00 3 O POLY TUBE PRE -FILLED WITH WATERPROOF GEL 2'° Brass RP BFP 09.50 12.00 �5 LOCK TABS PREVENT WIRE REMOVAL ONCE 1" Plastic blaster Valve t}9 Si3 £ilQ CONNECTOR IS INSERTED ff •..;,,OM1 oSw'aw"o�o.ev ;::.fl..r `: '3.�... plastic Flow Sensor 09.50 il�.d0 O6 SCOTCHLOK ELECTRICAL SPRING CONNECTOR. > 1 2" Brass Gate halve 09,.50 00.00 WIRES SHALL BE PRE -STRIPPED OF 1/2 OF THE ,t ;-' 37€3 2" Sch, 40 Main line 09,50 00.30 5 INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR.. 1 1 1" plastic Control Valve 09 50 01.80 ONTO WIRES - MAINW ®ry 0 7fz AV 6 TO SEAT FIRMLY. <;:: >>:; ruf ����;-,��<�: 78 3/4" SCh. 40 lateral Line 0t?.50 00.02 SCOTCHLOK CONNECTOR AND WIRES INSERTED : 41 3/4" Sch. 40 Lateral line 01.00A.MM00,04 feuax¢zfaec� (III INTO TUBE UNTIL THE CONNECTOR PASSES LOCK °`''`�``�; ` ' 34 3/4" Sch. 40 lateral Line 01..50 04.08 TABS .<;<�::.; .<:;:,, .� ,:.: �? - f kx� ;Fp::: 40 3/4" Sch 40 Lateral Line 02,00 04.X6 31 3/4" Sch. 40 Lateral Lime 02,50 00.18 WOW g , >: ;:;" 31 3/4 Sch. 40 Lateral Line 03.00 00.26 £.is`S•. `sem. • 'f,�'fy.X''.d' 6b. �£ ..''::.. WIRE CONNECTOR SHALL BEA 3M DBY-6 DIRECT BURY SPLICE KIT. i- 44 3/4" Sch. 40 Lateral Line 03.50 00.49 KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE :<:;:. <.°' :. : , .;;; 35 3/4" Sch, 40 lateral Line 04,40 00.50 TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED 10 3/4" Sch. 40 lateral Line 04,50 00.18 PREFILLED WITH GEL. y ; ' .€. €3Y�i 10 1." Sch. 40 lateral Line 09,50 00.22 CITY OF BA:K.,E .S `IEL DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT (2 - 3) MI A.I�.s:r0k� IU�.�s-€•a� f : s Misc Fittings Allowance 0449 #14 OR (2) #12 PRE -STRIPPED COPPER WIRES. LARGER WIRES OR GREATER�'�;�s= Component Losses, 19.52 Pi; l?ic EU"r. QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE Station C Miry. Req'r by Head: 20.00 CONNECTION. ................_...............-..._............................................. .._-_._......... .................. Farthest System 5.0' Elevation Loss. 0217 y WATERPROOF WIRE CONNECTION THRUST BLOCKS Total Pressure Req'r: 41.69 C Residual Pressure: 28,31 SCALE: NTS F SCALE: NTS G L W ��\� OF W_\ P D A T E JULY 20, 2015 S C A L E REFER TO DETAIL DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFlELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 7243 WILD HORSE BAKERSFlELD, CA S &S HOMES, OF CENTRAL CALIFORNIA, INC. 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (805) 994-1851 S H E E T D E S C R I P T 1 0 N IRRIGATION DETAILS NOTES AND CALCULATIONS R E V I S I O N S SHEET N U M B E R L60F 12 PROJECT N U M B E R 13-080 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. PLANTING PLAN NOTES CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, STRUCTURAL IMPROVEMENTS AND HARDSCAPE SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. PLANT LIST ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY PLAN CHECK. SAMPLES OF FERTILIZERS, ORGANIC AMENDMENT, SOIL CONDITIONERS, AND SEED SHALL BE SUBMITTED PRIOR TO INCORPORATION. CONTRACTOR SHALL FURNISH TO THE CITY/OWNER'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED MATERIALS. LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE CITY/OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. AMENDMENTS, AS INDICATED IN THE SOILS REPORT SHOWN ON THE DRAWINGS, ARE BASED ON AGRICULTURAL SUITABILITY SOILS TESTS PERFORMED PRIOR TO GRADING AND WERE PRESENTED FOR BIDDING PURPOSES. IF NO SOILS REPORT EXISTS, CONTRACTOR SHALL PROPOSE ON AMENDMENTS AS STATED IN THE SPECIFICATIONS. CLIENT OR CONTRACTOR OBTAIN SHALL O AGRI LT R CU U ALIL SO S TESTING S NG AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION. TREES SHALL BE PLANTED NO CLOSER THAN TEN FEET (10') FROM UTILITIES. TREES PLANTED WITHIN FIVE FEET (5') OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER AS APPROVED BY THE CITY/OWNER'S AUTHORIZED REPRESENTATIVE. IF, DURING PLANTING OPERATIONS THERE SEEMS TO BE MINIMAL OR NO PERCOLATION IN PLANTING PITS, CONTRACTOR SHALL CEASE PLANTING OPERATIONS AND IMMEDIATELY NOTIFY THE CITY/OWNER'S AUTHORIZED REPRESENTATIVE TO DISCUSS ALTERNATIVE TO MAINTAINING POSITIVE ROOTBALL DRAINAGE MEASURES. CONTRACTOR TO APPLY A 3" LAYER OF MULCH, AS APPLICABLE, IN ALL SHRUB AND GROUNDCOVER AREAS. CONTRACTOR TO SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. CONCRETE MOW CURB, TYP. . SIGHT .INE ................................... ._.._..`......._._._.................. ........».._....Vn. ............... ..........»._... k...................» ..............3 LAU NOB 2 24" BOX »............n. .......». . .................... ...................... ................. .. - .... ».... ...................» ......._._..._.... ..........--, .... .:,- ..M ...... ............ k .. �. :ms;:µ ............ . .:....:..: NOTE REFER TO SHEET L9 FOR PLANTING DETAILS AND NOTES. 11 $ F J Lij W PYR TQC .......... -7 24" BOX �1.. ,.. ...... , .... .:. V) Z ' UsI` ►•- PRY CAL 24" BOX CURB, TYP. I- ^ 1 S4 VN%DSCApF �Q RIOS rn W n Signoture S EMBER 30 16 x• i �te `f X Dot 9�F OF CA1.\F��� D A T E J U LY 20, 2015 SCALE 1"=20'_0" DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 7243 WILD HORSE BAKERSFIELD, CA S &S HOMES, OF CENTRAL CALIFORNIA, INC. 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (805) 994-1851 SHEET DESCRIPTIO N TREE PLANTING PLAN R E V I S I O N S SHEET N U M B E R L70F 12 PROJECT NUMBER 13-080 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. NOTE REFER TO SHEET L9 FOR PLANTING DETAILS AND NOTES. 7 ■ ■ LLI O m Q I— LU LU LU LLJ ■ 1 \_oDSCAPF RIOS rn W n Signature -� * TEMB 302016 Ex D a e 9TF F C D A T E JULY 20, 2015 SCALE 1"=20'-0" DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 7243 WILD HORSE BAKERSFIELD, CA S &S HOMES, OF CENTRAL CALIFORNIA, INC. 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (805) 994-1851 S H E E T D E S C R I P T I O N SHRUB PLANTING PLAN R E V I S I O N S S H E E T N U M B E R L80F 12 P R O J E C T N U M B E R 13-080 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. PAW V ffil p� C.O.B. PLANTING SECTIONS 1 1 "=1'-0" � � � w01 W RAM TMATr �sA I m, Y tea.0 €i u ; ips P ARZAM AAZA AS A YM tW ATS BARCT M 16 .� � gin` p� �n�pq .0 O 2% PAIJ,Y MW rM 1211 K* CITY OF BAKERSFIELD� F 5 DETA: FOR - SXAN: 1ARI 2 C.O.B. MEDIAN CONSTRUCTION 1 "=1'-0" MEDIAN CALCULATIONS TOTAL LANDSCAPE SQUARE FOOTAGE TOTAL LANDSCAPE SQ. FT. ALONG OLD RIVER ROAD- 1676 SF TREE QUANTITY CALCULATIONS OLD RIVER ROAD 566' LF. /35'= 16 STREET TREES 16 TREES DESIGNED 7 TREES EVERGREEN STREETSCAPE CALCULATIONS TOTAL LANDSCAPE SQUARE FOOTAGE TOTAL LANDSCAPE SQ. FT. ALONG OLD RIVER ROAD- 6,429 SF TREE QUANTITY CALCULATIONS OLD RIVER ROAD 610' LF. /35'= 18 STREET TREES 18 TREES DESIGNED 9 TREES EVERGREEN cc SECTION 0 1" IN TURF AREA AND 2" IN SHRUB BED 223 CONCRETE MOW STRIP WITH Y2" RADIUS ALONG ALL EXPOSED EDGES O FINISH GRADE 40 #4 HORIZONTAL REBAR, CONTINUOUS - 3" CLEAR O NATIVE SOIL OR COMPACTED SUBGRADE O 3/" BITUMINOUS FELT EXPANSION JOINTS @ 20'0.C. MAX O SCORE JOINTS @ 5' O.C. IYF. PLAN VIEW ;;�CONCRETE MOW CURB V % SCALE: 1 "=1'-0" 9 TREES EVERGREEN 9 TREES EVERGREEN I CONSTRUCT 6" PRONTO BLOCK W/ SMOOTH FACE TO MATCH ■ EXISTING BLOCK WALL NORTH OF ROSE CREEK WAY. �I PATTERN TO BE RUNNING BOND. 0 COLOR TO MATCH EXISTING U-' WALL, ROLL CAP. ■ NO SIGNAGE ON WALL. I ■ ■ I ■ ■ TYPICAL CROSS SECTION N.T.S. PLANTING LEGEND ABBREV. BOTANICAL NAME COMMON NAME SIZE TREES PYR CAL PYRUS CALLERYANA ORNAMENTAL PEAR 'ARISTOCRAT' LAU NOB LAURUS NOBLIS SWEET BAY NOTE: ALL TREES TO BE INSTALLED WITH ROOT GUARD, INSTALLED IN LINEAR FASHION. LINEAR PANELS TO BE 24" DEEP. 20' LONG PANEL TO BE INSTALLED CENTERED AT EACH TREE TRUNK. INSTALL ALONG BACK OF WALK AND ALONG THE PERIMETER WALL SIDE OF THE TREE. INSTALL PER DETAIL A, SHEET L7. SHRUBS BUX JAP BUXUS JAPONICA JAPANESE BOXWOOD HEM HYB HEMEROCALLIS HYBRID SOILS MANAGEMENT REPORT DAY LILY WAX LEAF PRIVET NEW ZEALAND FLAX 15 GAL PHOTINIA 5 GAL VARIEGATED MOCK 5 GAL ORANGE DWARF INDIA 5 GAL HAWTHORNE TRAILING L NG A ACI CA 1 GAL THE SOIL ANALYSIS REPORT WAS PREPARED BY MIDWEST LABORATORIES. SODIUM LEVELS ARE VERY HIGH AND ORGANIC MATTER IS VERY LOW. THE NITROGEN, PHOSPHORUS LEVELS ARE VERY HIGH, AND POTASSIUM LEVELS ARE LOW. CONSIDER FERTILIZERS LOW IN NITROGEN AND PHOSPHORUS VALUES. THE ANALYSIS SHOWS THE SOIL TO BE VERY LOW IN ORGANIC MATTER. THIS WILL LIMIT THE SOILS ABILITY TO STORE AND EXCHANGE NUTRIENTS ALONG WITH POOR PHYSICAL CHARACTERISTICS. HIGH RATES OF STABLE ORGANIC MATTER NEEDS TO BE ADDED BEFORE INSTALLATION OF PLANT MATERIAL. THE FIRST NUMBER ON THE SOIL TEST THAT STANDS OUT IS THE pH, WHICH IS AT 7.5. THE pH OF AN ALKALINE SOIL IS LOWERED BY ADDING SULFUR, IRON SULPHATE OR ALUMINUM SULPHATE, ALTHOUGH THESE TEND TO BE EXPENSIVE, AND THE EFFECTS SHORT TERM. IDEALLY YOU WANT THE pH TO BE CLOSER TO 7.0. REDUCING THE SOIL pH WILL ALSO INCREASE THE AVAILABILITY OF FERTILIZERS ALREADY IN THE SOIL THAT ARE UNAVAILABLE TO THE PLANT, OR WHEN FERTILIZERS ARE ADDED, REDUCING THE pH WILL INCREASE THE UPTAKE OF THOSE NUTRIENTS. REMEMBER THAT PHOSPHATE IS THE KEY TO ALL PLANT CELL PROCESSES INVOLVING ENERGY TRANSFER. PLANTS USE PHOSPHATE IN ATP WHICH IS THE CURRENCY OF ENERGY EXCHANGE IN A PLANT. WITHOUT PHOSPHATE IN ADEQUATE SUPPLY A PLANT CANNOT EXCHANGE ALL THE ENERGY COLLECTED FROM PHOTOSYNTHESIS. THESE PLANTS MAY REMAIN GREEN, BUT WILL NOT THRIVE AND GROW WELL. SODIUM IS SHOWING CONCENTRATED LEVELS WHICH CAN AFFECT THE PLANTS AFTER INSTALLATION. THE SYMPTOMS OF SODIUM TOXICITY OCCUR FIRST ON THE OLDEST LEAVES SINCE A PERIOD OF TIME IS NORMALLY REQUIRED BEFORE ACCUMULATION REACHES TOXIC CONCENTRATION. SYMPTOMS USUALLY APPEAR AS A BURN OR DRYING OF TISSUE AT THE OUTER EDGES OF THE LEAF AND AS SEVERITY INCREASES, THE SYMPTOMS PROGRESS INWARD BETWEEN THE VEINS TOWARDS THE CENTER OF THE LEAF. THE BEST RECOMMENDATION FOR THIS PROPERTY WOULD BE TO ADD HUMIC ACID IN GRANULAR FORM. THE HUMIC MOLECULES WILL HELP WITH THE RELEASE OF NUTRIENTS AND BALANCE THE pH NATURALLY. THE GRANULAR HUMIC ACID MENTIONED ABOVE IS pH 3.0 WHICH WILL ALSO INCREASE THE AVAILABILITY OF PHOSPHOROUS THAT IS STORED IN THE SOIL. IRON IS MODERATE, AND COULD BE ADDED DURING PRE -PLANT OR IN FERTILIZATION PROGRAM. RECOMMENDATIONS AS FOLLOWS: FIRST STEP IS TO AMEND THE SOIL WITH A HIGH QUALITY STABLE HUMIC ACID PRODUCT. THIS WILL GIVE THE SOIL THE ORGANIC MATTER IT NEEDS, AND BECAUSE IT IS STABLE, IT WILL BUFFER SODIUM, AND BALANCE THE pH NATURALLY FOR YEARS, WITH ADEQUATE MAINTENANCE. COMPLETE SITE RECOMMENDATIONS AND RATES FOR SOIL AMENDING: A. HUMATE SOIL CONDITIONER - 45% HUMIC ACID - AG GRADE @ 500 LBS PER 1000 SQ FT. SPREAD EVENLY AFTER TILLING, GRADING, AND BEFORE PLANTING. DRAG OR RAKE INTO THE TOP 2-4 INCHES. B. LIVE EARTH 8-0-8 PRODUCT - @ 20 LBS PER 1000 SQ FT. SPREAD EVENLY AFTER SOIL CONDITIONER, RAKE INTO TOP 2-4 INCHES, WATER IN START PLANTING. TREES AND SHRUBS: A. HUMATE SOIL CONDITIONER - 45% HUMIC ACID - AG GRADE @ APPROX 1 LB PER GAL CONTAINER. ADD TO BACK FILL. B. LIVE EARTH 8-0-8 PRODUCT - @ 1/4 LB PER GAL CONTAINER. MIX WITH BACK FILL, PLANT, AND WATER. MAINTENANCE APPLICATION 4 WEEKS AFTER INSTALL: APPLICATION OF IRON 10 (10% FE NON -STAINING) @ 15 LBS PER 1000 SF. APPLIED AROUND TREE WELLS AND PLANTER AREAS. REPEAT IN 6 WEEKS. PLEASE CALL TODD BURNS OF LIVE EARTH WITH ANY QUESTIONS OR CONCERNSE 661-978-7307. QTY �NNDSCAPF RIGS W C7 gno ure * SE BER 0,201 l Doi � 9TF OF CA_\E��� D A T E JULY 20, 2015 SCALE 1"-20'-0" DRAWN BY JR CHECKED BY MER 444` „yam m„\��\ gg _\ am ad J. \.. :..1? .: "kill ..; . RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 7243 WILD HORSE BAKERSFIELD, CA S &S HOMES, OF CENTRAL CALIFORNIA, INC. 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (805) 994-1851 SHEET DESCRIPTIO N PLANTING DETAILS, LEGEND & SOILS REPORT R E V I S I O N S SHEET N U M B ER L90F 12 PROJECT N U M B E R 13-080 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBL:SHED. ALL RIGHTS R=SERVED. WHITE' LIG JAP LIGUSTRUM JAPONICUM PHO TEN PHORMIUM TENAX 'ATROPURPUREUM' PHO FRA PHOTINIA FRASERII PIT TOB PITTOSPORUM TOBIRA 'VARI EGATA' RHA IND RHAPHIOLEPIS INDICA 'BALLERINA' GROUND COVERS ACA RED ACACIA REDOLEN S 'LOW BOY' SOILS MANAGEMENT REPORT DAY LILY WAX LEAF PRIVET NEW ZEALAND FLAX 15 GAL PHOTINIA 5 GAL VARIEGATED MOCK 5 GAL ORANGE DWARF INDIA 5 GAL HAWTHORNE TRAILING L NG A ACI CA 1 GAL THE SOIL ANALYSIS REPORT WAS PREPARED BY MIDWEST LABORATORIES. SODIUM LEVELS ARE VERY HIGH AND ORGANIC MATTER IS VERY LOW. THE NITROGEN, PHOSPHORUS LEVELS ARE VERY HIGH, AND POTASSIUM LEVELS ARE LOW. CONSIDER FERTILIZERS LOW IN NITROGEN AND PHOSPHORUS VALUES. THE ANALYSIS SHOWS THE SOIL TO BE VERY LOW IN ORGANIC MATTER. THIS WILL LIMIT THE SOILS ABILITY TO STORE AND EXCHANGE NUTRIENTS ALONG WITH POOR PHYSICAL CHARACTERISTICS. HIGH RATES OF STABLE ORGANIC MATTER NEEDS TO BE ADDED BEFORE INSTALLATION OF PLANT MATERIAL. THE FIRST NUMBER ON THE SOIL TEST THAT STANDS OUT IS THE pH, WHICH IS AT 7.5. THE pH OF AN ALKALINE SOIL IS LOWERED BY ADDING SULFUR, IRON SULPHATE OR ALUMINUM SULPHATE, ALTHOUGH THESE TEND TO BE EXPENSIVE, AND THE EFFECTS SHORT TERM. IDEALLY YOU WANT THE pH TO BE CLOSER TO 7.0. REDUCING THE SOIL pH WILL ALSO INCREASE THE AVAILABILITY OF FERTILIZERS ALREADY IN THE SOIL THAT ARE UNAVAILABLE TO THE PLANT, OR WHEN FERTILIZERS ARE ADDED, REDUCING THE pH WILL INCREASE THE UPTAKE OF THOSE NUTRIENTS. REMEMBER THAT PHOSPHATE IS THE KEY TO ALL PLANT CELL PROCESSES INVOLVING ENERGY TRANSFER. PLANTS USE PHOSPHATE IN ATP WHICH IS THE CURRENCY OF ENERGY EXCHANGE IN A PLANT. WITHOUT PHOSPHATE IN ADEQUATE SUPPLY A PLANT CANNOT EXCHANGE ALL THE ENERGY COLLECTED FROM PHOTOSYNTHESIS. THESE PLANTS MAY REMAIN GREEN, BUT WILL NOT THRIVE AND GROW WELL. SODIUM IS SHOWING CONCENTRATED LEVELS WHICH CAN AFFECT THE PLANTS AFTER INSTALLATION. THE SYMPTOMS OF SODIUM TOXICITY OCCUR FIRST ON THE OLDEST LEAVES SINCE A PERIOD OF TIME IS NORMALLY REQUIRED BEFORE ACCUMULATION REACHES TOXIC CONCENTRATION. SYMPTOMS USUALLY APPEAR AS A BURN OR DRYING OF TISSUE AT THE OUTER EDGES OF THE LEAF AND AS SEVERITY INCREASES, THE SYMPTOMS PROGRESS INWARD BETWEEN THE VEINS TOWARDS THE CENTER OF THE LEAF. THE BEST RECOMMENDATION FOR THIS PROPERTY WOULD BE TO ADD HUMIC ACID IN GRANULAR FORM. THE HUMIC MOLECULES WILL HELP WITH THE RELEASE OF NUTRIENTS AND BALANCE THE pH NATURALLY. THE GRANULAR HUMIC ACID MENTIONED ABOVE IS pH 3.0 WHICH WILL ALSO INCREASE THE AVAILABILITY OF PHOSPHOROUS THAT IS STORED IN THE SOIL. IRON IS MODERATE, AND COULD BE ADDED DURING PRE -PLANT OR IN FERTILIZATION PROGRAM. RECOMMENDATIONS AS FOLLOWS: FIRST STEP IS TO AMEND THE SOIL WITH A HIGH QUALITY STABLE HUMIC ACID PRODUCT. THIS WILL GIVE THE SOIL THE ORGANIC MATTER IT NEEDS, AND BECAUSE IT IS STABLE, IT WILL BUFFER SODIUM, AND BALANCE THE pH NATURALLY FOR YEARS, WITH ADEQUATE MAINTENANCE. COMPLETE SITE RECOMMENDATIONS AND RATES FOR SOIL AMENDING: A. HUMATE SOIL CONDITIONER - 45% HUMIC ACID - AG GRADE @ 500 LBS PER 1000 SQ FT. SPREAD EVENLY AFTER TILLING, GRADING, AND BEFORE PLANTING. DRAG OR RAKE INTO THE TOP 2-4 INCHES. B. LIVE EARTH 8-0-8 PRODUCT - @ 20 LBS PER 1000 SQ FT. SPREAD EVENLY AFTER SOIL CONDITIONER, RAKE INTO TOP 2-4 INCHES, WATER IN START PLANTING. TREES AND SHRUBS: A. HUMATE SOIL CONDITIONER - 45% HUMIC ACID - AG GRADE @ APPROX 1 LB PER GAL CONTAINER. ADD TO BACK FILL. B. LIVE EARTH 8-0-8 PRODUCT - @ 1/4 LB PER GAL CONTAINER. MIX WITH BACK FILL, PLANT, AND WATER. MAINTENANCE APPLICATION 4 WEEKS AFTER INSTALL: APPLICATION OF IRON 10 (10% FE NON -STAINING) @ 15 LBS PER 1000 SF. APPLIED AROUND TREE WELLS AND PLANTER AREAS. REPEAT IN 6 WEEKS. PLEASE CALL TODD BURNS OF LIVE EARTH WITH ANY QUESTIONS OR CONCERNSE 661-978-7307. QTY �NNDSCAPF RIGS W C7 gno ure * SE BER 0,201 l Doi � 9TF OF CA_\E��� D A T E JULY 20, 2015 SCALE 1"-20'-0" DRAWN BY JR CHECKED BY MER 444` „yam m„\��\ gg _\ am ad J. \.. :..1? .: "kill ..; . RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 7243 WILD HORSE BAKERSFIELD, CA S &S HOMES, OF CENTRAL CALIFORNIA, INC. 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (805) 994-1851 SHEET DESCRIPTIO N PLANTING DETAILS, LEGEND & SOILS REPORT R E V I S I O N S SHEET N U M B ER L90F 12 PROJECT N U M B E R 13-080 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBL:SHED. ALL RIGHTS R=SERVED. GENERAL CONDITIONS 1. DEFINITIONS `pNDSCAPF O RIOS A. WORDS USED HEREIN IN THE MASCULINE GENDER INCLUDE THE FEMININE AND NEUTER, AND VICE VERSA; B. NO CLAIM FOR ADDITIONAL WORK OR MATERIAL WILL BE ALLOWED UNLESS SUPPORTED BY A WRITTEN B. IN CLAIMS AGAINST ANY PERSON OR ENTITY INDEMNIFIED UNDER THIS SECTION BY AN EMPLOYEE OF THE SINGULAR NUMBER INCLUDES THE PLURAL, AND THE PLURAL THE SINGULAR. THE WORD "PERSON" CHANGE ORDER SIGNED BY THE CITY/OWNER AND THE CONTRACTOR STATING THEIR AGREEMENT UPON THE CONTRACTOR, A SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM OR W �o INCLUDES A CORPORATION, ASSOCIATION OR PARTNERSHIP. ALL OF THE FOLLOWING: ANYONE FOR WHOSE ACTS THEY MAY BE LIABLE, THE INDEMNIFICATION OBLIGATION UNDER THIS gnoture ---i B. UNLESS OTHERWISE SPECIFICALLY DEFINED HEREIN, OR UNLESS THE CONTEXT REQUIRES A DIFFERENT - CHANGE IN THE WORK. SECTION SHALL NOT BE LIMITED BY A LIMITATION ON AMOUNT OR TYPE OF DAMAGES, COMPENSATION SE ER 302e16 ' MEANING, ALL WORDS, ABBREVIATIONS, SYMBOLS, TERMS AND PHRASES HAVING A WELL KNOWN OR - AMOUNT OF THE ADJUSTMENT IN THE CONTRACT SUM; AND OR BENEFITS PAYABLE BY OR FOR THE CONTRACTOR OR A SUBCONTRACTOR UNDER WORKER'S TECHNICAL MEANING SHALL BE SO CONSTRUED. - EXTENT OF THE ADJUSTMENT IN THE CONTRACT TIME,IF ANY. COMPENSATION ACTS, DISABILITY BENEFIT ACTS OR OTHER EMPLOYEE BENEFIT ACTS. sl9l�, Dot L�Fp��\� C C. WHENEVER IN THESE SPECIFICATIONS, OR IN ANY DOCUMENTS OR INSTRUMENTS WHERE THESE 11. CONTROL OF MATERIALS C. THE OBLIGATIONS OF THE CONTRACTOR UNDER THIS SECTION SHALL NOT EXTEND TO THE LIABILITY OF OF A SPECIFICATIONS GOVERN, THE FOLLOWING TERMS ARE USED, THE INTENT AND MEANING THEREOF SHALLTHE LANDSCAPE ARCHITECT, THE LANDSCAPE ARCHITECT'S CONSULTANTS, AND AGENTS AND BE AS FOLLOWS: A. MATERIALS, PARTS AND EQUIPMENT TO BE FURNISHED BY THE CONTRACTOR SHALL BE NEW, UNLESS OTHERWISE SPECIFIED IN THESE SPECIFICATIONS OR NOTED ON THE DRAWINGS. THE MATERIALS SHALL EMPLOYEES OF ANY OF THEM ARISING OUT OF (1) THE PREPARATION OR APPROVAL OF MAPS, CONTRACT - REPRESENTS THE ENTIRE AND INTEGRATED AGREEMENT BETWEEN THE CITY/OWNER AND THE BE MANUFACTURED, HANDLED, AND USED IN A WORKMANLIKE MANNER. DRAWINGS, OPINIONS, REPORTS, SURVEYS, CHANGE ORDERS, DESIGNS OR SPECIFICATIONS, OR (2) THE D A T E JULY 15, 2015 CONTRACTOR. THE CONTRACT DOCUMENTS FORM THE CONTRACT FOR CONSTRUCTION.GIVING OF OR THE FAILURE TO GIVE DIRECTIONS OR INSTRUCTIONS BY THE LANDSCAPE ARCHITECT, B. ALL MATERIALS SHALL BE SUBJECT TO RIGID INSPECTION AND IF, IN THE OPINION OF THE CITY/OWNER THE THE LANDSCAPE ARCHITECT'S CONSULTANTS, AND AGENTS AND EMPLOYEES OF ANY OF THEM SCALE N/A CONTRACT DOCUMENTS -THESE SPECIFICATIONS, THE DRAWINGS, ADDENDA ISSUED PRIOR TO EXECUTION SAME DO NOT COMPLY WITH THE CONTRACT DOCUMENTS, SAID MATERIALS SHALL BE REJECTED AND PROVIDED SUCH GIVING OR FAILURE TO GIVE IS THE PRIMARY CAUSE OF THE INJURY OR DAMAGE. OF HE CONTRACT, AND THE CONTRACT BETWEEN THE CITY/OWNER AND THE CONTRACTOR. IMMEDIATELY REMOVED FROM THE PREMISES AT THE EXPENSE OF THE CONTRACTOR. D R A W N BY JR CONTRACTOR - THE PERSON OR ENTITY WHOSE BID IS ACCEPTED AND TO WHOM THE CONTRACT IS C. MANUFACTURERS WARRANTIES, GUARANTIES, INSTRUCTIONS SHEETS AND PARTS LISTS, WHICH ARE 21. SAFETY OF PERSONS AND PROPERTY CHECKED BY MER AWARDED. FURNISHED WITH CERTAIN ARTICLES OR MATERIALS INCORPORATED IN THE WORK, SHALL BE DELIVERED A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL LANDSCAPE ARCHITECT - THE PROFESSIONAL SERVICES FIRM WHO PREPARED THE PROJECT DRAWINGS TO THE CITY/OWNER PRIOR TO ACCEPTANCE OF THE WORK. SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT. AND SPECIFICATIONS FOR THE CITY/OWNER. 12. SAMPLES AND TESTS B. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS FOR SAFETY OF, AND SHALL PROVIDE CITY/OWNER - IS THE PERSON OR ENTITY IDENTIFIED AS SUCH IN THE CONTRACT. THE CONTRACTOR SHALL FURNISH SUCH SAMPLES OF ALL MATERIALS AS REQUESTED BY THE OWNER REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO: EMPLOYEES ON THE WORK AND WORK - THE TERM "WORK" OR "PROJECT" MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY THE WITHOUT CHARGE. LABOR AND EQUIPMENT NECESSARY FOR THE FURNISHING OF SUCH SAMPLES SHALL OTHER PERSONS WHO MAY BE AFFECTED THEREBY; THE WORK AND MATERIALS AND EQUIPMENT TO BE RMA INCORPORATED THEREIN,WHETHER IN STORAGE ON OR OFF THE SITE, UNDER CARE, CUSTODY OR CONTRACT DOCUMENTS AND INCLUDES PROVIDING ALL LAB :..__<; O TERIALS, EQUIPMENT, BE THE RESPONSIBILITY OF THE CONTRACTOR. ;,< ..... „,:_: TRANSPORTATION, TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE THE WORK IN A SATISFACTORY CONTROL OF THE CONTRACTOR OR THE CONTRACTORS SUBCONTRACTORS; AND OTHER PROPERTY AT_:.;; THE SITE R ADJACENT THERETO, SUCH A TREES, SHRUBS LAWNS WALKS PAVEMENTS ROADWAYS MANNER. 13. SUBSTITUTION OR EQUIVALENTS STRUCTURES AND UTILITIES NOT DESIGNATED FOR REMOVAL, RELOCATION OR REPLACEMENT IN THE � >;; ■:<...,:::,/�� . 2. CONSTRUCTION PROCEDURE A. FOR CONVENIENCE IN DESIGNATION ON THE DRAWINGS OR IN THE SPECIFICATIONS, CERTAIN ARTICLES OR COURSE OF CONSTRUCTION. ////////1� ;;:' % MATERIALS TO BE INCORPORATED IN THE WORK MAY BE DESIGNATED UNDER A TRADE NAME OR THE NAME j//, °' CONTRACTOR SHALL NOT BE RELIEVED OF OBLIGATIONS TO PERFORM THE WORK IN ACCORDANCE WITH OF A MANUFACTURER AND CATALOGUE NUMBER. SUBJECT TO APPROVAL BY THE ITY TY/OWNER C. THE CONTRACTOR SHALL GIVE NOTICES AND COMPLY WITH APPLICABLE LAWS, ORDINANCES, RULES, �/�; THE CONTRACT T C /O R OR All //// C DOCUMENTS T S EIT HER BY ACTIVITIES S OR DUTIES OF THE CITY/OWNER, LANDSCAPE SAFETY F PERSONS OR TIE BEARING N SAF O REGULATIONS AND LAWFUL ORDERS OF PUBLIC AUTHORITIES O LANDSCAPE ARCHITECT, O C ALTERNATIVE ARTICLE R MATERIA MAY B ORBY C O L E UTILIZED. TESTS,INSPECTIONS ::::::::./ «« . OR APPROVALS REQUIRED OR PERFORMED BY PERSONS OTHER ::. THAN THE ARCHITECT,PROPERTY OR THEIR PROTECTION FROM DAMAGE INJURY OR LOSS. CONTRACTOR. B. THE BURDEN OF PROOF AS TO THE QUALITY AND SUITABILITY OF ALTERNATIVES SHALL BE UPON THE � ��::«::<..�� . `�"`�::::._��ii``"�'�I�°�` CONTRACTOR. D. THE CONTRACTOR SHALL SO CONDUCT OPERATIONS AS TO OFFER THE LEAST POSSIBLE OBSTRUCTION <;><,>:/%//i,, 0�;:.;...:;;.:.::. 3. NON -ASSIGNABILITY AND INCONVENIENCE TO THE PUBLIC. THE CONTRACTOR SHALL HAVE UNDER CONSTRUCTION NO NEITHER THE CONTRACT THAT MAY BE AWARDED, NOR ANY OF THE MONIES THAT MAY BECOME DUE TO C RTIFICATES OF COMPLIANCE GREATER AMOUNT F WORK THAN AN BE PERFORMED PROPERLY WITH DUE REGARD TO THE RIGHTS �% THE CONTRACTOR UNDER SUCH CONTRACT, MAY BE ASSIGNED BY SAID CONTRACTOR WITHOUT THE WHEN REQUESTED, CONTRACTOR SHALL FURNISH THE CITY/OWNER WITH . _ A CERTIFICATE OF COMPLIANCE OF THE PUBLIC. '` `"`' m �%`' WRITTEN CONSENT OF THE CITY/OWNER. WHICH INDICATES THAT: 4. SERVICE OF NOTICE (a) PLANTS WERE INSTALLED AS SPECIFIED. 22. PROJECT SITE MAINTENANCE (b) THE IRRIGATION SYSTEM WAS INSTALLED AS SPECIFIED. A. THROUGHOUT ALL PHASES OF CONSTRUCTION, AND UNTIL ACCEPTANCE OF THE WORK, THE RIOS DESIGN STUDIO THE DELIVERY OR MAILING OF ANY NOTICE, INSTRUCTION, CLAIM OR PROTEST, OR OTHER WRITTEN (c) AN IRRIGATION AUDIT HAS BEEN PERFORMED. CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. COMMUNICATIONS, PERSONALLY TO THE CONTRACTOR OR TO THE CITY/OWNER, SHALL CONSTITUTE (d) OTHER CRITERIA OF THE ORDINANCE HAS BEEN MET ALONG WITH A LIST OF ANY OBSERVED LANDSCAPE ARCHITECTURE &DESIGN SERVICE THEREOF UPON THE CONTRACTOR, OR THE CITY/OWNER, RESPECTIVELY. DEFICIENCIES. B. COSTS INCURRED DUE TO CLEANUP OPERATIONS SHALL BE AS INCLUDED IN THE PRICES BID FOR THE 5. SUBCONTRACTS THE FOLLOWING SHALL BE SUBMITTED WITH THE CERTIFICATE OF COMPLIANCE: VARIOUS ITEMS OF WORK AND NO SEPARATE PAYMENT WILL BE MADE THEREFOR. 3805 ORA VISTA AVENUE (a) IRRIGATION SCHEDULE. BAKERSFIELD, CALIFORNIA A. CONTRACTOR SHALL SET FORTH IN THE BID THE NAME AND THE LOCATION OF EACH SUBCONTRACTOR (b) LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. 23. AIR POLLUTION 93309 WHO WILL PERFORM WORK OR LABOR OR RENDER SERVICE TO THE CONTRACTOR IN OR ABOUT THE (c) LANDSCAPE IRRIGATION AUDIT SCHEDULE. CONTRACTOR SHALL COMPLY WITH ALL AIR POLLUTION CONTROL RULES, REGULATIONS, ORDINANCES P: 661.835.9259 CONSTRUCTION OF THE WORK. (d) IRRIGATION AUDIT REPORT. AND STATUTES WHICH APPLY TO ANY WORK PERFORMED PURSUANT TO THE CONTRACT AND SHALL F: 661.367. 5284 B. CONTRACTOR MUST HAVE THE WRITTEN CONSENT OF THE CITY/OWNER TO SUBSTITUTE A NOT DISCHARGE SMOKE, DUST OR ANY OTHER AIR CONTAMINANTS INTO THE ATMOSPHERE IN SUCH SUBCONTRACTOR OTHER THAN THAT DESIGNATED IN THE BID. 15. SUFFICIENCY OF TIME QUANTITY AS WILL VIOLATE THE REGULATIONS OF ANY LEGALLY CONSTITUTED AUTHORITY. SHOULD THE CONTRACTOR BE OBSTRUCTED OR DELAYED IN THE PROSECUTION OR COMPLETION OF THE 6. BONDS AND INSURANCE PROJECT BY THE ACT, NEGLECT, DELAY OR DEFAULT OF THE CITY/OWNER, OR AS A RESULT OF STRIKES, 24. NOISE CONTROL PROJECT & CLIENT NAME A. BEFORE EXECUTION OF THE CONTRACT WITH THE CITY/OWNER, THE CONTRACTOR SHALL FILE WITH THE FIRE, FLOOD, LIGHTING, STORMS OR EARTHQUAKES, OR BY UNAVOIDABLE CALAMITY, OR OTHER CONTRACTOR SHALL COMPLY WITH ALL LOCAL SOUND CONTROL AND NOISE LEVEL REGULATIONS AND CITY/OWNER SURETY BONDS AND APPLICABLE PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE UNFORESEEN CAUSES THAT IN THE OPINION OF THE CITY/OWNER, ARE BEYOND THE CONTROL OF THE ORDINANCES WHICH APPLY TO ANY WORK PERFORMED PURSUANT TO THE CONTRACT, AND SHALL SATISFACTORY TO THE CITY OWNER IN THE AMOUNTS AND FOR THE PURPOSES SPECIFIED IN THE CONTRACTOR, THEN THE CITY/OWNER MAY CONSIDER AN EXTENSION OF TIME FOR THE COMPLETION OF MAKE EVERY EFFORT TO CONTROL AN UNDUE NOISE RESULTING FROM THE CONSTRUCTION CONTRACT. BONDS SHALL BE DULY EXECUTED BY A RESPONSIBLE CORPORATE SURETY, AUTHORIZED TO THE PROJECT. OPERATION. ISSUE SUCH BONDS IN THE APPLICABLE STATE OF THE PROJECT AND SECURED THROUGH AN AUTHORIZED 16. STOPPAGE OF WORK AND ANNULMENT OF CONTRACT 25. PESTICIDES/HERBICIDES AGENT. CONTRACTOR SHALL PAY ALL BOND PREMIUMS, COSTS AND INCIDENTALS. TRACT 7243 B. CHANGES IN THE WORK, OR EXTENSIONS OF TIME, MADE PURSUANT TO THE CONTRACT, SHALL IN NO WAY A. IF THE CONSTRUCTION OF THE PROJECT BE ABANDONED BY THE CONTRACTOR, OR IF AT ANY TIME THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE DEPARTMENT OF FOOD AND WILD HORSE RELEASE THE CONTRACTOR OR SURETY FROM THEIR OBLIGATIONS. CITY/OWNER SHALL BE OF THE OPINION THAT THE PERFORMANCE OF THE CONTRACT IS UNNECESSARILY AGRICULTURE, THE DEPARTMENT OF HEALTH, THE DEPARTMENT OF INDUSTRIAL RELATIONS AND ALL 7. DRAWINGS AND SPECIFICATIONS OR UNREASONABLY DELAYED, OR THAT THE CONTRACTOR IS WILLFULLY VIOLATING ANY OF THE OTHER AGENCIES WHICH GOVERN THE USE OF PESTICIDES/HERBICIDES REQUIRED IN THE BAKERSFIELD, CA CONDITIONS OR COVENANTS OF THE CONTRACT, THE CITY/OWNER MAY NOTIFY THE CONTRACTOR NOT TO PERFORMANCE OF THE WORK. A. THE CONTRACTOR SHALL KEEP AT THE PROJECT SITE A COPY OF THE DRAWINGS AND SPECIFICATIONS. IN RESUME OR TO DISCONTINUE, AS THE CASE MAY BE, ALL WORK OR ANY PART THEREOF CONTEMPLATED THE EVENT A DISCREPANCY EXISTS BETWEEN FIGURES AND/OR DRAWINGS, THE DISCREPANCY SHALL BE UNDER THE CONTRACT BY A WRITTEN NOTICE SERVED UPON CONTRACTOR. THE CITY/OWNER SHALL 26. DUST CONTROL S & S HOMES, IMMEDIATELY SUBMITTED TO THE CITY/OWNER FOR CLARIFICATION. ANY ADJUSTMENT MADE BY THE CHARGE THE EXPENSE OF SUCH EQUIPMENT, LABOR AND MATERIALS, PLUS TEN PERCENT (10%) OF THE THE CONTRACTOR SHALL ABATE DUST NUISANCE BY CLEANING SWEEPING AND SPRINKLING WITH CONTRACTOR WITHOUT OBTAINING SUCH CLARIFICATION FROM THE CITY/OWNER SHALL BEAT THE COST THEREOF, FOR ADMINISTRATIVE EXPENSE AGAINST ANY SUMS OF MONEY DUE OR TO BECOME DUE WATER, OR OTHER MEANS AS NECESSARY, AND SHALL SAVE THE CITY/OWNER FREE AND HARMLESS OF CENTRAL CALIFORNIA, INC. CONTRACTOR'S RISK AND EXPENSE AND BE SUBJECT TO REMOVAL IF SAID ADJUSTMENT DOES NOT MEET THE CONTRACTOR, OR AGAINST THE SURETIES TO THE EXTENT OF THEIR LIABILITY. FROM ANY CLAIM FOR LOSS OR DAMAGE SUSTAINED BY OTHERS AND RESULTING FROM OPERATIONS 998 HUSTON STREET, SUITE C THE APPROVAL OF THE CITY/OWNER. ON THE PROJECT SITE. GROVER BEACH, CA 93433 B. IN LIEU OF THE FOREGOING PROVISIONS TO SUSPEND THE CONTRACT, THE CITY/OWNER MAY PAY THE B. THE CONTRACT DOCUMENTS, AS DEFINED HEREIN, ARE INTENDED TO BE READ TOGETHER TO DESCRIBE A CONTRACTOR FOR THE COMPLETED PORTIONS OF THE PROJECT ACCORDING TO THE PROVISIONS OF THE PHONE (805) 994-1851 COMPLETE AND FINISHED PIECE OF WORK, INCLUDING ALL LABOR, MATERIALS AND EQUIPMENT CONTRACT AND MAY TREAT THE PORTIONS REMAINING UNCOMPLETED AS IF SAID PORTIONS HAD NEVER 27. UTILITIES NECESSARY FOR THE PROPER EXECUTION OF THE PROJECT. ANYTHING IN THE SPECIFICATIONS AND NOT BEEN INCLUDED OR CONTEMPLATED BY THE CONTRACT. WHEN PLACING CONCRETE AROUND OR CONTIGUOUS TO ANY UTILITY, THE CONTRACTOR SHALL S H E E T D E S C R I P T 1 O N ON THE DRAWINGS, OR ON THE DRAWINGS AND NOT IN THE SPECIFICATIONS, SHALL BE AS THOUGH SHOWN ASSUME RESPONSIBILITY FOR COSTS TO FURNISH AND INSTALL A CUSHION OF EXPANSION JOINT OR MENTIONED IN BOTH. 17. TEMPORARY SUSPENSION OF WORK SPECIFICATIONS MATERIAL, CLEAR OPENING OR SLEEVE, OR BY OTHER SUITABLE MEANS SHALL PREVENT EMBEDMENT THE CITY/OWNER MAY ORDER THE CONTRACTOR TO SUSPEND THE WORK ON THE PROJECT WHOLLY OR IN IN OR BONDING WITH THE CONCRETE. 8. SHOP DRAWINGS OR PRODUCT DATA AND SAMPLES PART FOR SUCH PERIOD OF TIME AS MAY BE DEEMED NECESSARY DUE TO UNSUITABLE WEATHER OR TO A. SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND SIMILAR SUBMITTALS ARE NOT CONTRACT DOCUMENTS. SUCH OTHER CONDITIONS AS MAY BE CONSIDERED UNFAVORABLE FOR THE SUITABLE PROSECUTION OF 28. PATENTS AND ROYALTIES THE PURPOSE OF THEIR SUBMITTALS IS TO DEMONSTRATE FOR THOSE PORTIONS OF THE WORK FOR THE WORK. WORK SHALL BE RESUMED WHEN CONDITIONS ARE FAVORABLE OR WHEN THE METHODS HAVE THE CONTRACTOR SHALL ABSORB IN ITS BID, THE PATENT FEES OR ROYALTIES ON ANY PATENTED WHICH SUBMITTALS ARE REQUIRED THE WAY THE CONTRACTOR PROPOSES TO CONFORM TO THE BEEN CORRECTED, AS DIRECTED AND APPROVED IN WRITING BY THE CITY/OWNER. ARTICLE OR PROCESS WHICH MAY BE FURNISHED OR USED IN THE WORK. THE CONTRACTOR SHALL INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE DRAWINGS. 18. LAWS TO BE OBSERVED INDEMNIFY AND HOLD THE CITY/OWNER HARMLESS FROM ANY LEGAL ACTIONS THAT MAY BE BROUGHT B. THE CONTRACTOR SHALL REVIEW, APPROVE, AND SUBMIT SUCH SUBMITTALS REQUIRED BY THE CONTRACT FROM INFRINGEMENT OF PATENTS. DOCUMENTS WITH REASONABLE PROMPTNESS AND IN SUCH SEQUENCE OR TO CAUSE NO DELAY IN THE THE CONTRACTOR SHALL BE FULLY INFORMED OF ALL STATE AND NATIONAL LAWS AND MUNICIPAL WORK. ORDINANCES OR REGULATIONS WHICH IN ANY MANNER AFFECT THOSE ENGAGED OR EMPLOYED IN THE 29. PAYMENTS R E V I S 1 O N S WORK, OR THE MATERIALS USED IN THE WORK, OR WHICH IN ANY WAY AFFECT THE CONDUCT OF THE A. THE CONTRACT SUM IS STATED IN THE CONTRACT AND, INCLUDING AUTHORIZED ADJUSTMENTS, IS THE C. THE LANDSCAPE ARCHITECT'S REVIEW OF SUCH SUBMITTALS IS FOR THE LIMITED PURPOSE OF CHECKING WORK, AND OF ALL SUCH ORDERS AND DECREES OF BODIES OR TRIBUNALS HAVING ANY JURISDICTION OR TOTAL AMOUNT PAYABLE BY THE CITY/OWNER TO THE CONTRACTOR FOR PERFORMANCE OF THE FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT AUTHORITY OVER THE SAME. WORK UNDER THE CONTRACT DOCUMENTS. DOCUMENTS. REVIEW OF SUCH SUBMITTALS IS NOT CONDUCTED FOR THE PURPOSE OF DETERMINING 19. LABOR CONDITIONS ACCURACY AND COMPLETENESS OF OTHER DUTIES SUCH AS DIMENSIONS AND QUANTITIES, OR FOR B. BEFORE THE FIRST APPLICATION FOR PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE SUBSTANTIATING INSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF EQUIPMENT OR SYSTEMS, ALL CONTRACTOR SHALL COMPLY WITH APPLICABLE FEDERAL AND STATE PROVISIONS OF THE LABOR CODE CITY/OWNER A SCHEDULE OF VALUES ALLOCATED TO VARIOUS PORTIONS OF THE WORK, PREPARED IN OF WHICH REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. AND FAIR EMPLOYMENT PRACTICES. SUCH FORM AND SUPPORTED BY SUCH DATA TO SUBSTANTIATE ITS ACCURACY AS THE OWNER MAY D. THE LANDSCAPE ARCHITECT'S REVIEW SHALL NOT CONSTITUTE APPROVAL OF SAFETY PRECAUTIONS OR, 20. INDEMNIFICATION REQUIRE. THIS SCHEDULE, UNLESS OBJECTED TO BY THE CITY/OWNER SHALL BE USED AS A BASIS FOR REVIEWING THE CONTRACTOR'S APPLICATIONS FOR PAYMENT. OF ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. A. TO THE FULLEST EXTENT PERMITTED BY LAW, THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS 9. SUBSURFACE DATA THE CITY/OWNER, LANDSCAPE ARCHITECT, LANDSCAPE ARCHITECT'S CONSULTANTS, AND AGENTS AND END OF SECTION WHERE INVESTIGATIONS OF SITE CONDITIONS HAVE BEEN MADE INCLUDING SUBSURFACE CONDITIONS IN EMPLOYEES OF ANY OF THEM FROM AND AGAINST CLAIMS, DAMAGES, LOSSES AND EXPENSES, AREAS WHERE WORK IS TO BE PERFORMED UNDER THE CONTRACT, SUCH INVESTIGATIONS ARE MADE INCLUDING BUT NOT LIMITED TO ATTORNEYS' FEES, ARISING OUT OF OR RESULTING FROM ONLY FOR THE PURPOSE OF STUDY AND DESIGN. ALL SOIL AND GEOLOGICAL TEST HOLE DATA, WATER PERFORMANCE OF THE WORK, PROVIDED THAT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS TABLE ELEVATIONS AND AGRICULTURAL SUITABILITY SOIL ANALYSES APPLY ONLY AT THE LOCATIONS OF ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY TO OR DESTRUCTION OF THE TEST AND TO THE DEPTHS INDICATED. TANGIBLE PROPERTY (OTHER THAN WORK ITSELF) INCLUDING LOSS OF USE RESULTING THEREFROM, BUT SHEET N UMBER ONLY TO THE EXTENT CAUSED IN WHOLE OR IN PART BY NEGLIGENT ACTS OR OMISSIONS OF THE 1 OOF 10. CHANGE ORDERS CONTRACTOR, A SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM OR ANYONE L I 12 A. THE CITY/OWNER MAY AT ANY TIME PRIOR TO ACCEPTANCE OF THE WORK, BY WRITTEN ORDER TO FOR WHOSE ACTS THEY MAY BE LIABLE, REGARDLESS OF WHETHER OR NOT SUCH CLAIM, DAMAGE, LOSS CONTRACTOR AND WITHOUT NOTICE TO SURETIES, INCREASE OR DECREASE THE ESTIMATED QUANTITY OF OR EXPENSE IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. SUCH OBLIGATION SHALL NOT P R O J E C T N U M B E R WORK OR MATERIAL, MAKE ALTERATIONS, DEVIATIONS, ADDITIONS TO OR OMISSIONS FROM THE DRAWINGS BE CONSTRUED TO NEGATE, ABRIDGE, OR REDUCE OTHER RIGHTS OR OBLIGATIONS OF INDEMNITY 13-080 D SPECIFICATIONS, AND MAKE CHANGES IN THE PROJECT AS MAY BE DEEMED NECESSARY OR WHICH WOULD OTHERWISE EXIST AS TO A PARTY OR PERSON DESCRIBED IN THIS SECTION. .., RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR � ADVISABLE, WITHIN THE GENERAL SCOPE THEREOF. - � 7 ZCOMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT3 GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. IRRIGATION SYSTEM - AUTOMATIC A. GENERAL 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL THE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 2. COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS WITH THE CONSTRUCTION OF SITE AMENITIES AND PLANTING. 3. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED BEFORE PLANTING OPERATIONS. 4. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE ADJUSTED AS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. COSTS INCURRED DUE TO ANY ADJUSTMENT FOR COVERAGE, INCLUDING THOSE REQUESTED BY THE CITY RELATIVE TO THE LOCATION OF IRRIGATION HEADS AS SHOWN ON THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5. POINT OF CONNECTION (P.O.C.) AND OPERATING PRESSURE (P.S.I.) SHALL BE AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL VERIFY THE LOCATION AND SIZE OF WATER SOURCE, AND PSI, PRIOR TO COMMENCING INSTALLATION. IN CASE OF DISCREPANCY, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. B. QUALITY ASSURANCE 1. ALL LOCAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THE IRRIGATION SYSTEM ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS. HOWEVER, IF THESE SPECIFICATIONS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD OR LARGER SIZE THAN IS REQUIRED BY THE ABOVE RULES, REGULATIONS OR REQUIREMENTS THESE SPECIFICATIONS AND THE DRAWINGS SHALL TAKE PRECEDENCE. 2. IN THE EVENT ANY EQUIPMENT OR METHODS INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN CONFLICT WITH APPLICABLE REGULATIONS, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY OR LANDSCAPE ARCHITECT IN WRITING PRIOR TO INSTALLATION. IN CASE OF DISCREPANCY, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. 3. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, AND RELATED OTHER EQUIPMENT, WHICH MAY BE REQUIRED. CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING THE WORK AND INSTALL A COMPLETE IRRIGATION SYSTEM WITHIN THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 4. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF LIABILITY UNDER THE PROVISIONS FOR GUARANTEES. C. MATERIALS LIST 1. WITHIN FIFTEEN (15) CALENDAR DAYS AFTER AWARD OF CONTRACT AND PRIOR TO INSTALLATION, THE CONTRACTOR SHALL SUBMIT TO THE CITY A LIST OF MATERIALS INCLUDING THE MANUFACTURER, DESCRIPTION, MODEL NUMBER AND INSTALLATION DATA. 2. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR ACCEPTANCE MAY BE REJECTED AND SUCH MATERIALS REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE. D. PRODUCT DELIVERY, STORAGE AND HANDLING CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING, UNLOADING AND STORING OF IRRIGATION MATERIALS AND EQUIPMENT. E. PLASTIC PIPE 1. PLASTIC PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE INJECTION MOLDED; RIGID; UNPLASTICIZED POLYVINYL CHLORIDE (PVC); NSF APPROVED; OF HIGH TENSILE STRENGTH, CHEMICAL RESISTANT AND IMPACT STRENGTH; AND DEPENDING ON CLASS AND GRADE, CONFORM TO ASTM 2241 OR ASTM D-1785. 2. FITTINGS AND COUPLINGS SHALL BE THREADED PVC SCHEDULE 80 CONFORMING TO ASTM D-2464; OR SLIP -FITTING, TAPERED SOCKET, SOLVENT -WELD TYPE, PVC SCHEDULE 40 CONFORMING TO ASTM D-2466 OR PVC SCHEDULE 80 CONFORMING TO ASTM D-2467. 3. SOLVENT CEMENT AND PRIMER FOR RIGID PVC SOLVENT -WELD PIPE AND FITTINGS SHALL BE OF COMMERCIAL QUALITY, IAPMO APPROVED, CONFORMING TO ASTM D-2564. F. BRASS PIPE - 1. BRASS PIPE, WHERE 1NDIGATED E)N T -I IE DRAWINGS, SHAI=6 BE 86% RED BRASS, MERIGAN NATIONAL- STAAIr1An9 6 IAJ_ST_lTl ITC O/'►LLCnI 11 E 4 9 SnnrWrn nlnC G9 AIrr1[']11AIA1/1 T!1 n.l"nAI SnrG1I.FIGA TIl1wIS WW -P-351. 2. FITTINGS StI1�=DIBRASS, D S7, %G lEWEn 126 D Gn86, G9NFQrAtAG:FG FEBErAl ��A������ G. GALVANIZED PIPE 1. GALVANIZED STEEL PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASA SCHEDULE 40 MILD STEEL SCREWED PIPE. FITTINGS SHALL BE MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON. 2. ALL GALVANIZED PIPE AND FITTINGS INSTALLED BELOW GRADE SHALL BE PAINTED WITH TWO (2) COATS OF KOPPERS #50 BITUMASTIC, OR APPROVED EQUAL. PIPES MAY BE WRAPPED WITH AN APPROVED ASPHALTIC TAPE. H. I VI PVG PIPE -ri--�rv'r� rvrr,�-rr-� PVG PIPE FITTINGS SHAT 1 BE 1 V PVG FITTINGS -r-v v-r-rr�T�-r-rTrnav vrrrt�z-o�-vvrmo� I. BACKFLOW PREVENTION UNIT EXISTING BACKFLOW PREVENTION UNIT FROM PREVIOUS INSTALLATION SHALL BE UTILIZED FOR THIS SCOPE OF WORK. J. VALVE BOXES 1. GATE VALVES AND REMOTE CONTROL VALVES, EXCEPT FOR ANTI -SIPHON VALVES, SHALL BE INSTALLED BELOW GRADE AS INDICATED IN THE DETAILS ON THE DRAWINGS, IN LOCKABLE VALVE BOXES MANUFACTURED BY APPLIED ENGINEERING OR APPROVED EQUAL. 2. VALVE BOX LIDS SHALL BE GREEN IN COLOR. GATE VALVES SHALL BE IDENTIFIED BY STAMPING "GV" ON THE VALVE BOX COVER. REMOTE CONTROL VALVES SHALL BE IDENTIFIED BY HEAT BRANDING "RCV" AND STATION NUMBER ON THE VALVE BOX COVER. 3. VALVE BOXES SHALL BE SET ONE INCH (1") ABOVE FINISH GRADE, WITH VALVES SET AT SUFFICIENT DEPTH TO PROVIDE APPROPRIATE CLEARANCE BETWEEN THE COVER AND VALVE. K. ISOLATION VALVES 1. ISOLATION VALVES (BALL) SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL ISOLATION VALVES AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. 2. THE OPERATING UNIT SHALL BE LINE -SIZED AND HAVE ANY ARROW CAST IN THE METAL INDICATING THE DIRECTION OF OPENING. VALVE SHALL CONFORM TO AMERICAN WATER WORKS STANDARDS. 3. ISOLATION VALVES SHALL BE DESIGNED TO PERMIT DISMANTLING TO REPLACE SEALING COMPONENTS WITHOUT REMOVAL OF THE VALVE BODY FROM THE PIPELINE. 4. ISOLATION VALVES SHALL BE INSTALLED WITH OPERATING NUTS. L. QUICK COUPLING VALVES �pNDSCgpF QUICK COUPLING VALVES SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR 12. ALL LINES SHALL HAVE A MINIMUM HORIZONTAL CLEARANCE OF SIX INCHES (6") FROM EACH OTHER AND �o �E. RIOS APPROVED EQUAL. CONTRACTOR SHALL INSTALL QUICK COUPLER VALVES AS INDICATED IN THE DETAILS FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, WITH A MOLDED ANOTHER. ,y VINYL OR THERMOPLASTIC RUBBER LOCKING YELLOW COVER. COUPLER KEYS AND HOSE ELLS SHALL BE ignature OF THE SAME MANUFACTURER AS THE VALVE. 13. PROVIDE THE FOLLOWING MINIMUM COVERAGE (WHERE LINES OCCUR UNDER PAVED AREAS, THESE * SE BER 302is COVERAGE DEPTHS SHALL BE CONSIDERED BELOW SUBGRADE): ` i to M. ANTI -DRAIN VALVES PRESSURE MAINLINE 1811 sTglF Dat ` WHERE INDICATED ON THE DRAWINGS, AND AS NEEDED FOR FIELD CONDITIONS, ANTI -DRAIN VALVES NON -PRESSURE LATERAL LINES 12 OF CN t, BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTROL WIRING 18" ANTI -DRAIN VALVES SHALL BE LINE -SIZED AND INSTALLED ON THE RISER DIRECTLY UNDER THE R. ADJUSTING AND TESTING THE SYSTEM IRRIGATION HEADS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 1. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS AND LABOR TO CONDUCT PIPELINE DATE JULY 15, 2015 N. REMOTE CONTROL VALVES PRESSURE TESTS, COVERAGE TESTS AND OPERATIONAL TESTS. ALL TESTS SHALL BE MADE IN THE SCALE N/A REMOTE CONTROL VALVES SHALL BE SOLENOID ACTIVATED, OF THE TYPE, MANUFACTURER AND SIZE AS PRESENCE OF THE CITY PRIOR TO PLANTING OPERATIONS. TRENCHES SHALL NOT BE BACKFILLED UNTIL INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL THE PIPELINE PRESSURE TESTS HAVE BEEN PERFORMED TO THE SATISFACTION OF THE CITY. D R A W N B Y JR INSTALL REMOTE CONTROL VALVES AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN 2. AFTER COMPLETION OF PIPELINE ASSEMBLY, PRIOR TO INSTALLATION OF TERMINAL FITTINGS, ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. CHECKED B Y MER INCLUDING BUT NOT LIMITED TO REMOTE CONTROL VALVES AND QUICK COUPLER VALVES, ENTIRE O. CONTROLLERS AND WIRING SYSTEM SHALL BE THOROUGHLY FLUSHED TO REMOVE DIRT, SCALE OR OTHER DELETERIOUS MATERIAL. 1. CONTROLLER SHALL BE OF THE TYPE AND MANUFACTURER AS INDICATED IN THE IRRIGATION LEGEND ON 3. WITH OPEN ENDS CAPPED, PRIOR TO INSTALLING VALVES, TEST PRESSURE SUPPLY LINES FOR SIX (6) THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL CONTROLLER AS INDICATED IN THE HOURS AT 125 PSI. CENTER LOAD PVC PIPE WITH A SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. AND WHIPPING UNDER PRESSURE. 2 NN 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY PORTIONS OF THE WORK TWE ( ) :;:.;.:... .:......../ CONNECTIONS BETWEEN THE CONTROLLER AND THE REMOTE CONTROL VALVES SHALL BE MADE WITH %::..<.; HOURS IN ADVANCE FOR THE FOLLOWING INSPECTIONS; <><< DIRECT BURIAL SOLID COPPER WIRE. CONTROL WIRE SHALL BE #14 AWG TYPE U.F. 600 VOLT. COMMON WIRE SHALL BE #12 AWG. WIRE SHALL BE PVC INSULATED OF SINGLE CONDUCTOR TYPE UNDERGROUND SYSTEM LAYOUT PRESSURE PIPELINE TESTS y FEEDER CABLE, U.L. APPROVED. /, <»:.,.: COVERAGE TESTS 3. AS PRACTICAL, PILOT WIRES SHALL BE A DIFFERENT COLOR FOR EACH VALVE. COMMON WIRES SHALL BE OPERATIONAL TESTS (PRIOR TO COMMENCING PLANTING OPERATIONS)�i : :;:.; WHITE WITH A DIFFERENT COLOR STRIPE FOR EACH AUTOMATIC CONTROLLER. 5 COVERAGE TEST SHALL DEMONSTRATE THAT EACH STATION AREA IS BALANCED TOPR VIDE UNIFORM .: ' WIN /4. WIRESHALL BE BURIED A MINIMUMF EIGHTEEN INCHES INDEP H AN WHENEVER POSSIBLE HALL AND ADEQUATE COVERAGE. .. OCCUPY THE SAME TRENCH AS THE MAINLINE; BUNDLED AND SECURED TO IRRIGATION PIPELINES AT TENOPERATION:<:./// . FALL COMPONENTS ....../.::.. ..»»»::<«:: 6. OPERATIONAL TEST SHALL DEMONSTRATE THE PERFORMANCE AND O ///... OCCUPY FOOT (10') INTERVALS WITH PLASTIC ELECTRICAL TAPE, PROVIDING SUFFICIENT SLACK FOR EXPANSION OF THE CONTROLLER SYSTEM. REMOTE CONTROL VALVES SHALL BE PROPERLY BALANCED, HEADS AND CONTRACTION. //%/ , «««<<>>'. ii, <»»>> <>:::::><>:. ADJUSTED FOR COVERAGE AND SYSTEM SHALL BE WORKABLE, CLEAN AND EFFICIENT. ///// / LL BE RESPONSIBLE FOR CORRECTING ANY PORTIONS OF THE WORK THAT ARE NOT o% PIPES.� _ FEW 7. CONTRACTOR SHA S PROPERLY INSTALLED AND RETESTING UNTIL INSTALLATION HAS BEEN ACCEPTED BY THE CITY. 6. PROVIDE A SEPARATE GROUND WIRE FOR EACH CONTROLLER. S. BACKFILLING 7. AN EXPANSION CURL SHALL BE PROVIDED WITHIN THREE FEET (3') OF EACH WIRE CONNECTION AND 1. BACKFILL MATERIAL SHALL BE FREE FROM LARGE CLODS, STONES, AND OTHER OBJECTIONABLE RIOS DESIGN STUDIO CHANGE OF DIRECTION, AND AT LEAST EVERY 100 FEET OF WIRE LENGTH ON LONGER RUNS. MATERIALS, EXCEEDING THREE INCHES (3") IN DIAMETER. LANDSCAPE ARCHITECTURE & DESIGN 8. ALL SPLICES SHALL BE MADE WITH 3M DBY WIRE CONNECTORS, OR APPROVED EQUAL. USE ONE (1) 2. TRENCHES LOCATED UNDER AREAS WHERE PAVING OR CONCRETE WILL BE INSTALLED SHALL BE SPLICE PER CONNECTOR SEALING PACK. WIRE SPLICES SHALL BE LOCATED IN PULL BOXES THAT ARE 3805 ORA VISTA AVENUE SET ONE INCH (1") ABOVE FINISH GRADE. BACKFILLED WITH A SIX INCH (6") LAYER OF SAND BELOW THE PIPE AND THREE INCHES (3") ABOVE THE ggKERSFIELD, CALIFORNIA PIPE, AND COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE EARTHWORK SECTION. 93309 9. FIELD SPLICES BETWEEN THE CONTROLLER AND REMOTE CONTROL VALVES WILL NOT BE PERMITTED. T. MATERIALS TO BE FURNISHED P: 661.835.9259 10. INSTALL A SPARE CONTROL WIRE OF A DIFFERENT COLOR ALONG ENTIRE MAINLINE. LOOP THIRTY-SIX CONTRACTOR SHALL FURNISH THE CITY THE FOLLOWING MATERIALS AT THE END OF CONSTRUCTION, F: 661.367.'5284 INCHES (36") EXCESS WIRE INTO EACH SINGLE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES. PRIOR TO THE POST -INSTALLATION MAINTENANCE PERIOD: P. IRRIGATION HEADS TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH 1. IRRIGATION HEADS SHALL BE OF THE MANUFACTURER, SIZE, TYPE, AND RATE OF PRECIPITATION WITH TYPE OF SPRINKLER AND VALVE SUPPLIED ON THE PROJECT. THE DIAMETER (OR RADIUS) OF THROW, PRESSURE, AND DISCHARGE AS SPECIFIED IN THE IRRIGATION TWO (2) FIVE FOOT (5') VALVE KEYS FOR OPERATING ISOLATION VALVES. PROJECT &CLIENT NAME LEGEND ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TWO (2) KEYS FOR EACH CONTROLLER. 2. RISER UNITS SHALL BE ORIENTED PERPENDICULAR TO THE FINISH GRADE WITH NIPPLES OF THE SAME ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVELS FOR EACH QUICK COUPLER VALVE SIZE AS THE RISER OPENING IN THE IRRIGATION HEAD. INSTALLED. 3. SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM SHOWN ON THE DRAWINGS AND IN NO CASE ONE (1) SET EACH APPROVED AS -BUILT AND RECORD DRAWINGS. TRACT 7243 EXCEED THE MAXIMUM SPACING RECOMMENDED BY THE MANUFACTURER. TWO (2) SETS EACH APPROVED CONTROLLER CHARTS. WILD HORSE Q. INSTALLATION U. AS -BUILT AND RECORD DRAWINGS BAKERSFIELD, CA 1. PIPE SHALL BE CUT SQUARE AND THE ENDS REAMED OUT TO THE FULL INSIDE DIAMETER OF THE PIPE 1. CONTRACTOR SHALL MAINTAIN AND KEEP UP TO DATE ONE (1) SET OF BLUELINES SHOWING THE AND THOROUGHLY CLEANED OF DIRT, DUST AND MOISTURE BEFORE INSTALLATION. "AS -BUILT" LOCATION OF MAJOR FEATURES OF THE PROJECT AND INDICATING CHANGES THAT MAY 2. PVC PIPE SHALL BE PROTECTED FROM TOOL DAMAGE DURING ASSEMBLY. PLASTIC PIPE WHICH HAS BEEN OCCUR DURING INSTALLATION. S & S HOMES, ----- NICKED, -NICKED, SCARRED OR DAMAGED SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 3. PVC SOLVENT -WELD JOINTS SHALL BE MADE IN ACCORDANCE WITH ASTM D-2855. PIPE SHALL NOT BE 2. PRIOR TO ACCEPTANCE OF THE WORK, CONTRACTOR SHALL FURNISH THE CITY WITH ONE (1) SET OF OF CENTRAL CALIFORNIA, INC. EXPOSED TO WATER FOR TWENTY-FOUR (24) HOURS AFTER SOLVENT -WELD JOINTS ARE COMPLETED. REPRODUCIBLE TRANSPARENCIES AS THE RECORD SET SHOWING THE AS -BUILT DATA, OF A QUALITY 998 HUSTON STREET, SUITE C 4. TRENCHES SHALL BE OF OPEN VERTICAL CONSTRUCTION TO APPROPRIATE DEPTHS AS INDICATED ON SATISFACTORY TO THE CITY. TRANSFER AS -BUILT DATA IN INK (NO BALL POINT PEN) AND ERADICATE DROVER BEACH, CA 93433 OUTDATED ITEMS. - THE DRAWINGS AND SPECIFIED HEREIN. PVC PIPE SHALL BE LAID ON NATIVE GRADE OR CERTIFIED PHONE (805) 994-1851 COMPACTED SUBGRADE, FREE OF ROCKS OR SHARP -EDGED OBJECTS AND SNAKED FROM SIDE TO SIDE IN 3. DIMENSION FROM TWO (2) PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, THE TRENCH TO ALLOW FOR EXPANSION AND CONTRACTION. CURBS, PAVEMENT) THE LOCATION OF THE FOLLOWING ITEMS: S H E E T D E S C R I P T 10 N 5. TEFLON TAPE SHALL BE USED ON ALL THREADED PVC TO PVC AND ON ALL THREADED PVC TO METAL POINT OF CONNECTION TO EXISTING WATER LINES. JOINTS. IRRIGATION VALVES. SPECIFICATIONS 6. BRASS PIPE AND FITTINGS SHALL BE ASSEMBLED USING TEFLON DOPE, APPLIED TO THE MALE THREADS ROUTING OF IRRIGATION PRESSURE LINES (DIMENSIONS, MAXIMUM 100' ALONG ROUTE). ONLY. REMOTE CONTROL VALVES. ROUTING OF CONTROL VALVES. 7. GALVANIZED PIPE THREADS SHALL BE CUT WITH CLEAN, SHARP DIES, CONFORMING TO AMERICAN QUICK COUPLING VALVES. STANDARDS ASSOCIATION SPECIFICATION. MALE PIPE THREADS SHALL BE COATED WITH A NON-TOXIC, OTHER RELATED EQUIPMENT AS REQUESTED BY THE CITY. NON -HARDENING, NON -CORROSIVE JOINT COMPOUND. 4. CONTRACTOR SHALL SUBMIT AS-BUILT/RECORD DRAWINGS TO CITY FOR REVIEW PRIOR TO COMPLETING 8. GALVANIZED PIPE OR ULTRA -VIOLET RESISTANT (UVR) PVC INSTALLED ON GRADE SHALL BE ANCHORED AT CONTROLLER CHARTS. INTERVALS NOT TO EXCEED TEN FEET (10'), WITH #4 REBAR, WITH A "J" HOOKED RADIUS. R E V I S 1 O N S 9. RUBBER RING SEAL JOINT: V. CONTROLLER CHARTS A. USE FACTORY -MADE MALE END OR PREPARE FIELD -CUT MALE END TO EXACT SPECIFICATIONS OF CONTRACTOR SHALL PROVIDE TWO (2) CONTROLLER CHARTS FOR EACH CONTROLLER SUPPLIED. THECONTROLLER CHARTS SHALL SHOW THE AREA CONTROLLED AND SHALL BE THE MAXIMUM SIZE WHICH FACTORY -MADE END. THE CONTROLLER DOOR WILL ALLOW. THE CONTROLLER CHARTS SHALL BE A PHOTOGRAPHIC PRINT B. CAREFULLY CLEAN BELL OR COUPLING AND INSERT RUBBER RING WITHOUT LUBRICANT. POSITION RING WITH A DIFFERENT COLOR INDICATING THE AREA OF COVERAGE FOR EACH STATION. WHEN COMPLETED CAREFULLY ACCORDING TO MANUFACTURERS RECOMMENDATIONS. AND APPROVED, THE CONTROLLER CHARTS SHALL BE HERMETICALLY SEALED BETWEEN TWO (2) PIECES C. LUBRICATE MALE END ACCORDING TO MANUFACTURERS RECOMMENDATIONS AND INSERT MALE END TO OF TRANSPARENT PLASTIC, EACH BEING A MINIMUM OF TWENTY (20) MILS THICK. SPECIFIED DEPTH. USE HANDS ONLY WHEN INSERTING PVC PIPE. W. OPERATION AND MAINTENANCE MANUALS D. THRUST BLOCKS SHALL BE PROVIDED WHERE NECESSARY TO RESIST SYSTEM PRESSURE ON RING -TITS PREPARE AND DELIVER FOUR (4) INDIVIDUALLY BOUND COPIES OF THE OPERATION AND MAINTENANCE PIPE AND FITTINGS. BLOCKS SHALL BE CONCRETE AND THE SIZE SHALL BE BASED ON AN AVERAGE SOIL MANUAL TO THE CITY AT LEAST TEN (10) CALENDAR DAYS PRIOR TO ACCEPTANCE OF THE WORK. THE SAFE BEARING LOAD OF 1000 POUNDS PER SQUARE FOOT. MANUAL SHALL INCLUDE DESCRIPTIVE MATERIAL OF EQUIPMENT INSTALLED AND SHALL BE IN E. FORM THRUST BLOCKS IN SUCH A MANNER THAT CONCRETE COMES IN CONTACT ONLY WITH THE SUFFICIENT DETAIL FOR MAINTENANCE PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL FITTINGS. THRUST BLOCKS SHALL BE BETWEEN SOLID SOIL AND THE FITTING. EQUIPMENT. EACH COMPLETE, BOUND MANUAL SHALL INCLUDE THE FOLLOWING: 10. IRRIGATION LINES AND CONTROL WIRING SHALL BE INSTALLED UNDER PAVING IN SEPARATE PVC INDEX SHEETS STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, LIST OF EQUIPMENT SCHEDULE 40 SLEEVES. SLEEVES SHALL BE INSTALLED WITH THE COVERAGE DEPTHS AS SPECIFIED WITH NAMES AND ADDRESSES OF LOCAL MANUFACTURERS REPRESENTATIVES. HEREIN. CATALOG AND PARTS SHEETS ON ALL MATERIAL AND EQUIPMENT INSTALLED. SHEET N U M B E R 11. PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING OR HYDRAULIC DRIVING, GUARANTEE STATEMENT. Ll 1OF 12 EXCEPT THAT NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALTIC CONCRETE PAVEMENT. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS. WHERE CUTTING OR BREAKING OF EXISTING PAVEMENT IS NECESSARY, OBTAIN PERMISSION FROM THE PROJECT N U M B E R CITY/OWNER BEFORE CUTTING OR BREAKING PAVEMENT AND THEN MAKE ALL NECESSARY REPAIRS AND 13-080 REPLACEMENTS TO THE SATISFACTION OF THE CITY, AND AT NO ADDITIONAL COST TO THE CITY. •� RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED./ X. GUARANTEE 1. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND EQUIPMENT FOR ONE (1) YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. SHOULD ANY TROUBLE DEVELOP WITHIN THE TIME SPECIFIED DUE TO INFERIOR OR FAULTY MATERIALS OR WORKMANSHIP, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS INCURRED DUE TO REPAIR AND REPLACEMENT. 2. SAMPLE GUARANTEE TO BE PROVIDED TO CITY: GUARANTEE FOR IRRIGATION SYSTEM WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM FURNISHED AND INSTALLED IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE CITY. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE CITY. WE AUTHORIZE THE CITY TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. PROJECT: LOCATION: SIGNED: CONTRACTOR ADDRESS: Y. CERTIFICATE OF COMPLIANCE ELEMENTS 1. IRRIGATION SCHEDULING - a. ALL IRRIGATION SCHEDULES SHALL BE DEVELOPED, MANAGED AND EVALUATED TO UTILIZE THE MINIMUM AMOUNT OF WATER REQUIRED TO MAINTAIN PLANT HEALTH. b. IRRIGATION SCHEDULES SHALL INCORPORATE THE USE OF EVAPOTRANSPIRATION DATA SUCH AS THOSE FROM THE CALIFORNIA INFORMATION MANAGEMENT INFORMATION SYSTEM (CIMIS) WEATHER STATIONS OR SOIL MOISTURE MONITORING SYSTEMS TO APPLY THE APPROPRIATE LEVELS OF WATER FOR DIFFERENT CLIMATES. C. OVERHEAD IRRIGATION SHALL BE SCHEDULED,TO RUN BETWEEN 8:00 PM AND 10:00 AM. IF ALLOWABLE HOURS OF IRRIGATION DIFFER FROM LOCAL RETAIL WATER PURVEYOR, THE STRICTER OF THE TWO SHALL APPLY. d. USING AN APPROPRIATE CONTROLLER, AN ANNUAL IRRIGATION PROGRAM WITH MONTHLY IRRIGATION SCHEDULES SHALL BE DEVELOPED AND SUBMITTED FOR EACH OF THE FOLLOWING: - THE PLANT ESTABLISHMENT PERIOD. - THE ESTABLISHMENT LANDSCAPE. - TEMPORARILY IRRIGATED AREAS. 2. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE - a. LANDSCAPES SHALL BE MAINTAINED TO ENSURE WATER USE EFFICIENCY. b. A REGULAR MAINTENANCE SCHEDULE SHALL BE SUBMITTED WITH THE CERTIFICATE OF COMPLIANCE. THE MAINTENANCE SCHEDULE SHALL INCLUDE ROUTINE INSPECTION, ADJUSTMENT, AND REPAIR OF THE IRRIGATION SYSTEM AND ITS COMPONENTS; CONDUCTING WATER AUDITS; AERATING AND DETHATCHING TURF AREAS; REPLENISHING MULCH; FERTILIZING; PRUNING AND WEEDINGIN ALL LANDSCAPE AREAS. c. REPAIR OF ALL IRRIGATION EQUIPMENT SHALL BE DONE WITH ORIGINALLY SPECIFIED COMPONENTS OR THEIR EQUIVALENTS. d. OVERALL LANDSCAPE MAINTENANCE PRACTICES SHALL BE SUSTAINABLE AND ENVIRONMENTALLY FRIENDLY. 3. LANDSCAPE IRRIGATION AUDITS AND AUDIT SCHEDULES - a. ALL LANDSCAPES IRRIGATION AUDITS SHALL BE IN ACCORDANCE WITH " THE IRRIGATION ASSOCIATION CERTIFIED LANDSCAPE IRRIGATION AUDITOR TRAINING MANUAL" b. ALL LANDSCAPE IRRIGATION AUDITS AND AUDIT REPORTS SHALL BE CONDUCTED BY A CERTIFIED LANDSCAPE IRRIGATION AUDITOR. c. LANDSCAPE IRRIGATION AUDIT SHALL BE CONDUCTED EVERY 5 YEARS AND AUDIT REPORT SHALL BE SUBMITTED TO LOCAL AGENCY. END OF SECTION GENERAL PLANTING A. GENERAL 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSTALLATION OF PLANT MATERIAL AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 2. CONTRACTOR SHALL COORDINATE PLANTING WITH OTHER SITE IMPROVEMENTS. UNLESS OTHERWISE SPECIFIED, STRUCTURAL IMPROVEMENTS SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING EXISTING SEWER, WATER AND UTILITY LINES ABOVE OR BELOW GRADE THAT MIGHT BE DAMAGED AS A RESULT OF PLANTING OPERATIONS. CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE AND FOR REPLACEMENT OF AFOREMENTIONED UTILITIES. 4. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS, AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. 5. SAMPLES OF FERTILIZERS, SOIL CONDITIONERS, SEED, OR OTHER MATERIALS SHALL BE SUBMITTED TO CITY FORTY-EIGHT (48) HOURS PRIOR TO INCORPORATION IN THE WORK. 6. AN AGRICULTURAL SUITABILITY AND FERTILITY ANALYSIS SOILS REPORT SHALL TAKE PRECEDENCE OVER THESE SPECIFICATIONS. B. PLANT MATERIAL QUALITY 1. PLANT MATERIAL SHALL BE IN ACCORDANCE WITH THE STATE DEPARTMENT OF AGRICULTURE'S REGULATIONS FOR NURSERY INSPECTIONS, RULES AND GRADING. ALL PLANTS SHALL BE OF NO. 1 GRADE AND HAVE A NORMAL HABIT OF GROWTH, AND SHALL BE SOUND, HEALTHY, VIGOROUS AND FREE OF INSECT INFESTATIONS, PLANT DISEASES, SUN SCALDS, FRESH BARK ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS. ALL PLANTS SHALL HAVE A NORMAL, WELL-DEVELOPED BRANCH SYSTEM AND VIGOROUS AND FIBROUS ROOT SYSTEM WHICH IS NOT ROOT BOUND AND IS FREE OF KINKED OR GIRDLING ROOTS. 2. NURSERY GROWTH STOCK SHALL BE SELECTED FROM HIGH QUALITY, WELL -SHAPED STOCK, GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE PROJECT LOCALE. MINIMUM ACCEPTABLE SIZE OF PLANTS AS INDICATED IN THE DRAWINGS SHALL CORRESPOND WITH THAT NORMALLY EXPECTED FOR THE SPECIES AND VARIETY OF COMMERCIALLY AVAILABLE NURSERY STOCK. 3. WHERE APPLICABLE, CALIPER SHALL BE THE DIAMETER OF THE TRUNK ONE FOOT (1') ABOVE THE GROUND SURFACE. 4. OVERSIZE PLANTS MAY BE USED IF NOT ROOT BOUND, BUT SHALL NOT INCREASE THE CONTRACT PRICE. UP TO TEN PERCENT (10%) OF UNDERSIZED PLANTS IN ANY ONE (1) VARIETY AND GRADE MAY BE USED; PROVIDED THEY ARE LARGER THAN THE AVERAGE SIZE OF THE NEXT SMALLEST GRADE. 5. SCIENTIFIC AND COMMON NAMES CONFORM TO CUSTOMARY NURSERY USAGE. 6. TYPES AND SIZES OF PLANT MATERIALS SHALL BE AS INDICATED ON THE DRAWINGS. QUANTITIES SHOWN ARE A GUIDE ONLY; CONTRACTOR SHALL VERIFY QUANTITIES BY PLAN CHECK. 7. THE CITY RESERVES THE RIGHT TO REFUSE OR REJECT ANY UNSUITABLE PLANT MATERIAL. UNSUITABLE PLANTS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED AT THE CONTRACTOR'S EXPENSE. REPLACEMENT PLANTS SHALL BE THE SAME SPECIES, VARIETY, SIZE AND CONDITIONS AS SPECIFIED. 8. PRUNING OF PLANT MATERIALS SHALL NOT BE DONE PRIOR TO DELIVERY. AFTER PLANTING, PRUNING SHALL BE LIMITED TO THE MINIMUM NECESSARY TO REMOVE INJURED TWIGS AND BRANCHES, DEAD WOOD AND SUCKERS. 9. PLANT MATERIAL IS SUBJECT TO SUBSTITUTION BASED UPON AVAILABILITY. SUBSTITUTED MATERIAL SHALL BE APPROVED IN ADVANCE BY THE CITY. C. FERTILIZERS 1. FERTILIZERS SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF THE STATE AGRICULTURAL CODE AND SHALL BE PACKAGED, FIRST GRADE, COMMERCIAL QUALITY PRODUCTS IDENTIFIED AS TO SOURCE, TYPE OF MATERIAL, WEIGHT AND MANUFACTURER'S GUARANTEED ANALYSIS. FERTILIZERS SHALL NOT CONTAIN TOXIC INGREDIENTS IN QUANTITIES HARMFUL TO HUMAN, ANIMAL, OR PLANT LIFE. WHEN REQUESTED, CONTRACTOR SHALL FURNISH THE CITY WITH CERTIFICATE OF COMPLIANCE STATING THAT THE MATERIAL SUBSTANTIALLY MEETS THE SPECIFICATIONS. 2. COMMERCIAL FERTILIZER SHALL BE A PELLETED, BEADED, OR GRANULAR PRODUCT HAVING THE CHEMICAL ANALYSIS SPECIFIED HEREIN AND SHALL BE FREE-FLOWING MATERIAL DELIVERED IN ORIGINAL UNOPENED CONTAINERS. USE OF MATERIAL WHICH BECOMES CAKED OR OTHERWISE DAMAGED SHALL NOT BE PERMITTED. 3. ORGANIC BASE FERTILIZER SHALL BE COMPRISED OF DECOMPOSED ANIMAL, FISH AND VEGETABLE MATTER WITH HUMIC ACIDS AND A BACTERIAL STIMULANT, MANUFACTURED AS LIVE EARTH FIRST GREEN 5-3-1 PRODUCT. D. AMENDMENTS 1. NITROGEN STABILIZED ORGANIC AMENDMENT SHALL BE A GROUND OR PROCESSED WOOD PRODUCT DERIVED FROM WOOD OF REDWOOD, FIR OR CEDAR, TREATED WITH A NON-TOXIC AGENT TO ABSORB WATER QUICKLY. NITROGEN CONTENT, BASED ON DRY WEIGHT, SHALL BE 0.5% FOR REDWOOD AND 0.7% FOR FIR AND CEDAR. IRON CONTENT, BASED ON DRY WEIGHT, SHALL BE 0.1%. PINE SAWDUST IS NOT ACCEPTABLE. 2. WHEN REQUESTED, CONTRACTOR SHALL FURNISH THE CITY WITH A DELIVERY RECEIPT AND CERTIFICATE OF COMPLIANCE STATING THAT THE MATERIAL SUBSTANTIALLY MEETS THE SPECIFICATIONS. E. TOPSOIL 1. TOPSOIL SHALL CONSIST OF FERTILE, FRIABLE SOIL OF LOAMY CHARACTER, AND SHALL CONTAIN AN AMOUNT OF ORGANIC MATTER NORMAL TO THE AREA. IT SHALL BE REASONABLY FREE FROM WEEDS, REFUSE, ROOTS, HEAVY OR STIFF CLAY, STONES LARGER THAN ONE INCH (1") IN DIAMETER, STICKS, BRUSH, LITTER AND OTHER DELETERIOUS SUBSTANCES. TOPSOIL MAY BE OBTAINED FROM THE SITE IF APPROVED BY THE CITY. 2. WHEN REQUIRED, IMPORTED TOPSOIL SHALL BE SUBJECT TO INSPECTION AND TESTING AT THE SOURCE OF SUPPLY PRIOR TO DELIVERY TO THE PROJECT. F. MATERIAL DELIVERY AND INSPECTION 1. PLANT MATERIAL SHALL BE DELIVERED WITH LEGIBLE IDENTIFICATION LABELS, HANDLED AND STORED ADEQUATELY TO MAINTAIN A HEALTHY CONDITION, PROTECTING THEM FROM DRYING OUT, WINDBURN OR ANY OTHER INJURY. 2. INSPECTION OF PLANT MATERIALS REQUIRED BY CITY, COUNTY, STATE OR FEDERAL AUTHORITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. WHEN REQUESTED, CONTRACTOR SHALL FURNISH COPIES OF SUCH PERMITS OR CERTIFICATES TO CITY. G. SOIL PREPARATION (SHRUB BED AREAS) 1. FERTILIZING AND CONDITIONING MATERIALS SHALL BE AS SPECIFIED IN THIS SET OF PLANS. H. WEED ABATEMENT OPERATIONS 1. THE IRRIGATION SYSTEM AND FINISH GRADE SHALL BE COMPLETED PRIOR TO WEED ABATEMENT OPERATIONS. 2. CONTRACTOR SHALL OPERATE THE IRRIGATION SYSTEM TO KEEP PLANTING AREAS UNIFORMLY MOIST FOR A PERIOD OF THREE (3) WEEKS (21 CONSECUTIVE CALENDAR DAYS). AT THE END OF THE THREE (3) WEEK PERIOD, CONTRACTOR SHALL SPRAY ALL VISIBLE WEEDS WITH A CONTACT HERBICIDE. APPLICATION METHOD SHALL BE AS RECOMMENDED BY MANUFACTURER. AFTER SPRAYING, PLANTING AREAS SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. REMOVE WEEDS FROM SITE. 3. WATER SEVEN (7) ADDITIONAL CONSECUTIVE CALENDAR DAYS FROM THE FIRST APPLICATION, AND APPLY A CONTACT HERBICIDE AS MAY BE NECESSARY. AFTER SECOND SPRAYING, WATER SHALL NOT BE APPLIED FOR AN ADDITIONAL FORTY-EIGHT (48) HOUR PERIOD. APPLICATIONS SHALL CONTINUE AT SEVEN (7) DAY INTERVALS AS DETERMINED BY THE CITY. 4. CONTRACTOR SHALL APPLY SPRAY CHEMICALS WHEN AIR CURRENTS ARE STILL; PREVENTING DRIFTING ONTO ADJOINING PROPERTY AND PREVENTING ANY TOXIC EXPOSURE TO PERSONS WHETHER OR NOT THEY ARE IN OR NEAR THE PROJECT. 5. WEEDS AND DEBRIS SHALL BE DISPOSED OF OFF-SITE. I. BACKFILL 1. BACKFILL SHALL BE AS SPECIFIED IN THIS SET OF PLANS. J. INSTALLATION 1. STAKE PLANT LOCATIONS AND SECURE APPROVAL FROM THE CITY BEFORE EXCAVATING PITS. EXCAVATED PITS SHALL BE AS INDICATED IN THE DETAILS ON THE DRAWINGS. DUST SIDES OF PITS WITH GYPSUM BEFORE BACKFILLING. 2. CONTAINERS SHALL BE OPENED AND REMOVED SUCH THAT THE ROOTBALL IS NOT INJURED. 3. WATER ALL PLANTING AREAS THOROUGHLY AFTER INSTALLATION OF PLANT MATERIALS. ADDITIONAL BACKFILL SHALL BE ADDED TO FILL VOIDS CAUSED BY WATER SETTLEMENT. K. TREE STAKING TREES SHALL BE STAKED AT TIME OF PLANTING AS INDICATED IN THE DETAILS ON THE DRAWINGS. L. GUARANTEE 1. CONTRACTOR SHALL GUARANTEE PLANT MATERIAL THROUGH ONE (1) FULL YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK. 2. REPLACEMENT PLANT MATERIAL SHALL BE OF THE SAME SPECIES, VARIETY, & SIZE AS ORIGINALLY PLANTED AND SHALL BE GUARANTEED FOR ONE (1) FULL YEAR FROM THE DATE OF RE -PLANTING. 3. COST INCURRED DUE TO REPLACEMENT OF DEAD OR DYING PLANT MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. END OF SECTION POST -INSTALLATION MAINTENANCE PERIOD A. GENERAL 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO PERFORM WORK DURING THE POST -INSTALLATION MAINTENANCE PERIOD, AS SPECIFIED HEREIN, INCLUDING BUT NOT LIMITED TO; ADEQUATE WATERING OF PLANT MATERIAL, REPLACING UNSUITABLE PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS. 2. CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS COMPLETED, UNTIL ACCEPTANCE OF THE WORK. 3. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DURING POST -INSTALLATION MAINTENANCE PERIOD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. UNLESS STIPULATED OTHERWISE BY THE CITY, THE POST -INSTALLATION MAINTENANCE PERIOD SHALL CONSIST OF A MINIMUM OF THREE HUNDRED SIXTY FIVE (365) CONSECUTIVE CALENDAR DAYS. 5. POST -INSTALLATION MAINTENANCE PERIOD MAY BE EXTENDED BY THE CITY IF THE PROJECT IS IMPROPERLY MAINTAINED, APPRECIABLE REPLACEMENT IS REQUIRED, OR OTHER CORRECTIVE WORK BECOMES NECESSARY. B. EXECUTION 1. ALL AREAS INCLUDING, BUT NOT LIMITED TO, SHRUB BEDS, GROUND COVER, AND CONCRETE FLATWORK, SHALL BE KEPT CLEAN AND FREE OF WEEDS, LITTER AND DEBRIS. 2. SUBSURFACE DRAINS AND CATCH BASIN GRATES SHALL BE KEPT CLEAR OF LEAVES, LITTER AND DEBRIS TO ENSURE UNIMPEDED PASSAGE OF WATER. DRAINLINES SHALL BE PERIODICALLY FLUSHED WITH CLEAR WATER TO AVOID BUILD-UP OF SILT AND DEBRIS. 3. BEFORE WEEDS EXCEED TWO INCHES (7) IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF OFF-SITE. SERIOUS WEEDS SHALL BE SPOT SPRAYED AND LEFT IN PLACE FOR SEVEN (7) CALENDAR DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) CALENDAR DAYS AFTER APPLICATION AND DISPOSED OF OFF-SITE. 4. IF THE CITY NOTIFIES THE CONTRACTOR OF FAILURE TO CONTROL WEEDS AS SPECIFIED HEREIN, THE CONTRACTOR SHALL KILL ALL WEEDS WITHIN TEN (10) CALENDAR DAYS OF SUCH NOTIFICATION. THE POST -INSTALLATION MAINTENANCE PERIOD WILL BE EXTENDED FOR EVERY DAY AFTER THE TEN (10) CALENDAR DAYS UNTIL SUCH WEEDS HAVE BEEN KILLED. 5. CONTRACTOR SHALL TAKE APPROPRIATE STEPS TO ELIMINATE RODENTS. C. IRRIGATION SYSTEM 1. CONTRACTOR SHALL OPERATE THE IRRIGATION SYSTEM AUTOMATICALLY AND SHALL PROPERLY AND COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM. 2. CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN SUFFICIENT QUANTITIES AND ADJUST WATER APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS. 3. COSTS INCURRED DUE TO REPAIR OR REPLACEMENT OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPLACEMENT PARTS SHALL BE IDENTICAL TO THE MATERIAL AND AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. D. SHRUB BED AREAS IF AN AGRICULTURAL SUITABILITY SOILS REPORT IS NOT AVAILABLE, GROUND COVER AREAS SHALL BE FERTILIZED WITH GRO-POWER HI -NITROGEN 14-4-9 OR APPROVED EQUAL EVERY FORTY-FIVE (45) CALENDAR DAYS, AT A RATE RECOMMENDED BY THE MANUFACTURER. E. TREES 1. IF REQUIRED, OR AT THE DIRECTION OF THE CITY, TREES PLANTED AS PART OF THE CONTRACT SHALL BE PRUNED OR HEADED BACK, TO ELIMINATE DISEASED OR DAMAGED GROWTH, REDUCE TOPPLING OR WIND DAMAGE, MAINTAIN GROWTH WITHIN SPACE LIMITATIONS, MAINTAIN NATURAL APPEARANCE, DUE TO VANDALISM, AND TO BALANCE THE CROWN WITH THE ROOT STRUCTURE. 2. STAKING OF TREES SHALL BE CHECKED FREQUENTLY FOR DAMAGE, AND TO PREVENT CHAFFING OR GIRDLING. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DUE TO IMPROPER STAKING MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. AT THE REQUEST OF THE CITY, WOUNDS OVER ONE AND ONE-HALF INCH (1 1/7) IN DIAMETER MAY BE SEALED WITH AN APPROVED TREE SEAL. 4. DEAD OR DYING TREES SHALL BE IMMEDIATELY REPLACED AT THE CONTRACTOR'S EXPENSE WITH MATERIAL OF THE SAME SPECIES AND SIZE AND GUARANTEED AS DESCRIBED IN THESE SPECIFICATIONS. 5. CONTRACTOR SHALL EXERCISE PREVENTIVE MEASURES WHEN USING STRINGLINE TRIMMERS NEAR TREE TRUNKS. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT OF TREES DUE TO IMPROPER MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. F. INSPECTION UPON COMPLETION OF THE POST -INSTALLATION MAINTENANCE PERIOD, CONTRACTOR SHALL REQUEST AN INSPECTION FOR ACCEPTANCE OF THE WORK PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE REQUEST SHALL BE MADE TO THE CITY, A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO THE DATE FOR INSPECTION. END OF SECTION /•5-x-3 �NiADSCApF RIOS V V k `Sl Dote � �F OF D A T E JULY 15, 2015 SCALE NSA DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 7243 WILD HORSE BAKERSFIELD, CA S & S HOMES, OF CENTRAL CALIFORNIA, INC. 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (805) 994-1851 S H E E T D E S C R I P T I O N SPECIFICATIONS R E V I S I O N S S H E ET N U M B E R Ll2o 12 PROJECT NUMBER 13-080 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. ® NOT PUBLISHED. ALL RIGHTS RESERVED. I