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Home My WebLink About5.5-12022BRIMHALL AND ALLEN ROADS MEDIANS PARCEL MAP #12022 BAKERSFIELD, CA FROELICH SIGNATURE HOMES LOCATION MAP KEY MAP r4 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 COMPLETENESS 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/OWNER, 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/OWNER 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/OWNER RECOGNIZES THAT SUCH ALTERATION AND THE RESULTS THEREOF ARE NOT THE RESPONSIBILITY OF RIOS DESIGN STUDIO. IN ADDITION, CITY/OWNER 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/OWNER 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. GOVERNING AGENCY NAME OF GOVERNING AGENCY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 1600 TRUXTUN AVE BAKERSFIELD, CA 93301 (661) 326-3866 CONTACT: FIDEL GONZALEZ DRAWING INDEX L1 COVER SHEET L2 HYDROZONE PLAN L3 TREE IRRIGATION PLAN - SHEET A L4 - TREE IRRIGATION PLAN SHEET B L5 SHRUB IRRIGATION PLAN AND NOTES - SHEET A L6 SHRUB IRRIGATION PLAN - SHEET B L7 IRRIGATION LEGEND AND DETAILS L8 IRRIGATION DETAILS AND CALCULATIONS L9 TREE PLANTING PLAN AND DETAILS L10 TREE PLANTING PLAN AND NOTES L11 SHRUB PLANTING PLAN AND NOTES L12 SHRUB PLANTING PLAN L13 SPECIFICATIONS L14 SPECIFICATIONS L15 SPECIFICATIONS L16 SPECIFICATIONS TOTAL LANDSCAPE = 3,179 SF TOTAL LANDSCAPE & HARDSCAPE AREA= 11,522 SF APPROVED-- ,�GAWE. R109, RIOS DESIGN STUDIO, LLC LA3260, EXPIRES 9-30-16 REVIEWED BY: RECREATION AND PARKS DEPAR MENT 19:0 - --rSI-ems DATE REVIEWED BY: X�_ 7/l2�slb TRAFFIC ENGINEER DATE APPROVED BY- NICOLAS G. 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 \-ODSCAPF RIOS Sig oture P MBR 30.2016 E iip ppte / Q �l9TF OFC A�\��\ DATE JULY 1, 2016 SCALE NTS DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE 8. DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT aCLIENT NAME PARCEL MAP # 12022 BRIMHALL AND ALLEN ROADS MEDIANS BAKERSFIELD, CA. FROELICH SIGNATURE HOMES 8501 BRIMHALL ROAD, SUITE 404 BAKERSFIELD CA 93312 PHONE (661) 664-7130 S H E E T D E S C R I P T I O N COVERSHEET REVISIONS SHEET N U M BE R Ll OF 16 PROJECT N U M BE R 13-101 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. i' is .. ............ .......... .......................... „x ............. ... ..... ... ........ ...... . . .... .. _ALLEN ROAD-_ Z' ..... . ... ....... ................... ........ .. ,y„ ...... ... . ...... . .......... .......... : I ... ...... .... ............ K ..... .......... ............ .............. -'- - -------- -- ..................... .... ... ........... .......... .. .............,\ ,,,: ::., ::haa, ......... - ----- : ..... . .......\ e ..... : ........... . ... .......... '6 .... ..... . . ...... . ........... <� .......... . 1-1 . . ....... .................. . .:,:::ai AT"DROZONE SUMMARY HYDROZONE SYMBOL DESCRIPTION / AREA [M HYDROZONE A- 2,729 SF A SHRUBS & GROUNDCOVERS IRRIGATED WITH DRIP BUBBLERS. Ej HYDROZONE B- 450 SF B TREES IRRIGATED WITH BUBBLERS TOTAL LANDSCAPE AREA -3,179 SIF . ............... . . . ......... . . .... . .... -:., ......... .... . . ....... ................ ...... ....... z .......... . . ........................ ........ ..... ............. . .. .... - - ------ .............. . .... . - ............... . ALL.EN,,,,ROA-a' Lu Lu > . ....O . . . . . . . . -`:hhvf ii -- ----- -- ::.:_ ev .. . .. .. t. ........... - - - — -------- .................. - — --------- - .............................. . ...... ........................ .............. . .................. .. ........... . .. . .......... ............ ......... Lu .... ...... . . LU ...... .. ............................... . . . .... ....... . ... . .................... . . ... . . .................................y. .. .. . ..... ............... . . .......... ..,\.a ........ .. ...... . .............. ... ........................ . . . ........ ............... . .. ........ .. . I . ....... . . . ... t ...... . ........... .......... ... . ........ ............ .. ........ ... .......... . - - - - -------------- - - - - ---- LLJ Lu u -j ur- 0 . . . . . . . .. VP ,y„ ...... ... . .......... . ......... .. .... n' x.— Lu .. ........ .............. ... ........................ . . ............ ........... ... . ...... -:- o. .............. .............. .... . . . .......................... .... . . . * ....... .. .. .. .......... .......... I ; . .. ... .. .. . . . . . . . .......... ............. ... . .................. . . . . ...... . .. ...... . .............. .......... ................... ... . . . ... 5115'- /.) 0 ) I VN"DSCApF RIOS Nord 9� igRotbre SET ER 30,2016 E r ti n to Lp OF CK\- 1F DATE JULY 1, 2016 SCALE 1„=30' 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 PARCEL MAP # 12022 BRIMHALL AND ALLEN ROADS MEDIANS BAKERSFIELD, CA. FROELICH SIGNATURE HOMES 8501 BRIMHALL ROAD, SUITE 404 BAKERSFIELD CA 93312 PHONE (661) 664-7130 S H E E T D E S C R I P T 1 0 N HYDROZONE PLAN R E V I S 1 0 N S SHEET N U M BE R L2oF 16 PROJECT N U M B E R 13-101 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. \A DSCApe �p RIOS Ho 9 w n Di OF Cpl DATE JULY 1, 2016 SCALE 1"-20' 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 PARCEL MAP # 12022 BRIMHALL AND ALLEN ROADS MEDIANS BAKERSFIELD, CA. FROELICH SIGNATURE HOMES 8501 BRIMHALL ROAD, SUITE 404 BAKERSFIELD CA 93312 PHONE (661) 664-7130 S H E E T D E S C R I P T I O N TREE IRRIGATION PLAN SHEET N U M B ER L30F 16 PROJECT NUMBER 13-101 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. V NOT PUBLISHED. ALL RIGHTS RESERVED. VALVE IDENTIFICATION KEY VALVE STATION NUMBER CONTROLLER VALVE G.P.M. DESIGNATION Al 1(d VALVE SIZE P DRIP'—SYSTEM DESCRIPTION POINT -OF -CONNECTION vB 2" WATER METER STATIC WATER PRESSURE- 84 PSI 2" RP BACKFLOW PREVENTER 12 STATION CONTROLLER MAXIMUM FLOW DEMAND- 13.8 GPM WATER PURVEYOR CAL WATER SERVICE COMPANY (661) 396-2400 NOTES REFER TO SHEET L2 FOR IRRIGATION HYDROZONE PLAN. REFER TO SHEETS L5 & L6 FOR SHRUB IRRIGATION PLANS. REFER TO SHEETS L7 FOR IRRIGATION LEGEND. REFER TO SHEETS L7 & L8 FOR IRRIGATION DETAILS. REFER TO SHEETS L8 IRRIGATION CALCULATIONS. REFER TO SHEETS L11 TO L16 FOR SPECIFICATIONS. CONTACT COB PARKS AND RECREATION DEPARTMENT FOR SPECIFICATIONS ON THE TEXTURED CONCRETE. Bc313.8 :::::::_::_.r_...:«:.. __...::.....:::.. t,.,....,._,. ,..,...,,.........:,:....:,... ' ..» DRI F BS 4 TREE O C m 2" PIPE SLEEVE ................................... _,_,,:_. ------------------/ " — — — — — — — — - ::. _,.�....::.< P.O.C.- B INSTALL 2" SCH 40 GRAY PVC CONDUIT NEW 2" WATER SERVICE FOR FOR WIRING FROM NEW CONTROLLER LANDSCAPE IRRIGATION. TO MASTER VALVE AND FLOW SENSOR. INSTALL THE NEW EQUIPMENT WITHIN THE LANDSCAPE AREA THIS SHEET, ALONG ALLEN ROAD TO THE NORTH. RETURN THE BACKFLOW PREVENTOR TO THE CITY OF BAKERSFIELD AUTHORIZED REPRESENTATIVE. – 2' IRRIGATION MAINLINE. INSTALL SO THAT MAINLINE `�♦ END UP WITHIN THE MEDIAN PLANTER. LEN ROAD II I III 4" PIPE SLEEVE AND 2" WIRE SLEEVE I� IIS ,.,,.,...., .__,,,,__ .................a::,:::::,....,........ , , : i. C e — — — Fi — REMOVE EXISTING CONTROLLER AND REPLACE WITH NEW CONTROLLER AND ENCLOSURE ASSEMBLY AS INDICATED ON IRRIGATION LEGEND, SHEET L7. EXISTING ELECTRIC METER TO REMAIN AND BE USED TO POWER THE NEW CONTROLLER. INSTALL NEW RAIN SENSOR ON SIDE OF NEW CONTROLLER ENCLOSURE. ................. ........ :.... ...,,,,...... TIE INTO EXISTING 2%" IRRIGATION MAINLINE 7 VN"DSCAPF �Q RIOS 4, 9 \ W ck:: ign lure – c SE ER 40.2016 cpi t'o to Q o e 9TF OF CAV\E�� DATE JULY 1, 2016 SCALE 1"=20' 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 PROJECiB CLIENT NAME PARCEL MAP # 12022 BRIMHALL AND ALLEN ROADS MEDIANS BAKERSFIELD, CA. FROELICH SIGNATURE HOMES 8501 BRIMHALL ROAD, SUITE 404 BAKERSFIELD CA 93312 PHONE (661) 664-7130 S H E E T D E S C R I P T I O N TREE IRRIGATION PLAN R E V I S I O N S S H E E T N U M BE R L40F 16 PROJECT N U M BE R 13-101 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. P.O.C.- A • CONTRACTOR SHALL LOCATE AND CONNECT TO EXISTING 2" IRRIGATION MAINLINE. • CONTRACTOR SHALL LOCATE AND SPLICE INTO THE TWO EXISTING SPARE IRRIGATION CONTROL WIRES AND COMMON WIRE AND EXTEND THOSE WIRES TO THE NEW CONTROL VALVES LOCATIONS INDICATED ON THIS SHEET. • BEFORE INSTALLATION OF IRRIGATION SYSTEM, THE CONTRACTOR SHALL CONFIRM THAT AVAILABLE PSI AT THIS POINT IS AT LEAST 32 PSI. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED, IMMEDIATELY, IF THE GENERAL RECORD DRAWING NOTES 1. The Contractor shall provide and keep up to date a complete field record set of blue line prints which shall be corrected daily indicating every change from the original drawings and specifications including exact locations, sizes, and kinds of equipment. These drawings shall also serve as work progress sheets and shall be the basis for measurement. This set of drawings shall be kept on the site and shall be used only as a field record set. 2. The Contractor shall make neat and legible annotations thereon daily as the work proceeds, showing the work as actually installed. These drawings shall be available at all times for inspection and shall be kept in a location designated by the Landscape Architect or the owner s representative. 3. The Contractor shall dimension from two permanent points of reference the location and changes of the following items including but not limited to: a. Connections to existing water lines b. Connections to existing electrical power c. Gate valves d. Routing of pressure main line pipe e. Sprinkler control valves f. Routing of control and common wire g. Quick coupling valves h. Irrigation sleeve locations i. Plant material substitution or layout changes 4. Before the date of the final inspection, the Contractor shall deliver the corrected field record set to the Landscape Architect who will use the information to create a clean set of record drawings . All work shall be subject to approval by the Landscape Architect or the owner s representative and is subject to verification. Delivery of the field record set will not relieve the contractor of the responsibility of furnishing required information that may be omitted from the prints compiled at the site. The Landscape Architect will use the information to produce: 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 contractor s representative. c. Controller charts shall be produced from the final approved Record Drawings 5. Controller Charts: a. Provide one controller chart for each controller supplied, one submitted to the City s Representative and one electronic copy. b. The chart shall show the area controlled by each automatic controller and shall be reduced in size to an 11 X 17 of the approved Record Drawings. c. The chart shall be a blueline ozalid print and a different color shall be used to indicate the area of coverage for each control valve station. d. When completed and approved, the charts shall be sealed by a plastic laminating process and spiral bound. The plastic laminating sheets shall be a minimum of 10 mil. thickness each. GENERAL IRRIGATION NOTES 1. Install materials as called out in details and as per specifications. 2. There shall be no deletions or substitutions -Mthout the approval of the owner, their agent, and/or the landscape architect. 3. All sprinklers and valves shall be adjusted 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 surfaces shall be installed in schedule 40 PVC sleeves. No directional changes in the irrigation system shall be installed under pavement or hardscape areas. All sleeves shall be a minimum 2 times larger than the irrigation line. All sleeves crossing locations will be indicated by chiseling "IR" on the face of the concrete curb. Verify with C.O.B. for approved method and type. 6. All systems are designed for performance at 30 & 35 PSI pressure. 7. Developer shall provide electrical power to the controllers' locations. Controller locations are shown diagrammatically. Final location shall be decided at construction. Landscape contractor shall be responsible for final connection. 8. Points of connection shall be to existing water line. See water layout plans and plumbing plans for exact locations. 9. Contractor shall install controllers in enclosures in a Strong Box model 22 -SS. Verify with C.O.B. prior to installation. Install as 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 plans. 11. All irrigation valves shall be installed in square standard boxes and quick couplers shall be installed in 10" round boxes, Ametek or approved equal (per C.O.B.). Each box lid shall be heat branded. Verify with C.O.B for exact configuration. 12. Contractor shall provide and install two hot wires to each valve. Connect one (black) and the second (red) will be a spare. One (blue) wire shall be used for the master valve. Verify with C.O.B. 13. Contractor shall provide and install two root watering systems per tree. Verify with C.O.B. for exact configuations. 14. Contractor shall provide and install a schedule 80 PVC unions and ball valve, the same size as the valve, at each valve location. Verify with C.O.B for exact configuration. 15. The developer shall be responsible for assuring that any concrete footings from 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 min. of 125 PSI for (2) hours. To be verified by with C.O.B. VALVE IDENTIFICATION KEY VALVE STATION NUMBER CONTROLLER VALVE G. P.M. DESIGNATION Al 1; VALVE SIZE 1" DRIP' --SYSTEM DESCRIPTION POINT -OF -CONNECTION *A EXISTING 2" WATER METER TO REMAIN STATIC WATER PRESSURE- 84 PSI EXISTING 2" RP BACKFLOW PREVENTER TO REMAIN 24 STATION CONTROLLER MAXIMUM FLOW DEMAND- 27.3 GPM WATER PURVEYOR 3,� „ CAL WATER SERVICE CO PANY (661) 396-2400 NOTES REFER TO SHEET L2 FOR IRRIGATION HYDROZONE PLAN. REFER TO SHEETS L3 & L4 FOR TREE IRRIGATION PLANS. REFER TO SHEETS L7 FOR IRRIGATION LEGEND. REFER TO SHEETS L7 & L8 FOR IRRIGATION DETAILS. REFER TO SHEETS L8 IRRIGATION CALCULATIONS. REFER TO SHEETS L11 TO L16 FOR SPECIFICATIONS. CONTACT COB PARKS AND RECREATION DEPARTMENT FOR SPECIFICATIONS ON THE TEXTURED CONCRETE. BRIMHALL ROAD IRRIGATION PLAN NOTES VVIY I 1\!lV 1 VI\ VI-IJ—cL.L...r...r.cv.,.v...r;;r....:cc—u.cu::va::x'x'c X.::V:Xsrr..g`a+,-.ti ••• ••—••••, •• •� ��.+•• ••.—.._ . NECESSARY TO FURNISH AND INSTALL THE IRRIG'ATd4 SYSTEM -AS SHP. ,,.ViVN ON THE DRAWINGS, AS DESCRIBED IN THE SPECIFICATIONS, AND IN ACCORDANCE WITH APPLICABLE CODES AND ORDINANCES. DESIGN REFLECTS COMPLIANCE WITH CALIFORNIA STATE ASSEMBLY BILL1881 (AB 1881), 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 CITY'S AUTHORIZED REPRESENTATIVE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 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 CITY'S AUTHORIZED REPRESENTATIVE. IF ANY DISCREPANCIES EXIST, THEY SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CITY'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 AREAS. u 11 --w-UNLES.S..QTHE.RWISE. NOTED ON THE DRAWINGS,CONTRACTOR SHALL INSTALL 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. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN PULLBOX VALVE BOXES. CONTRACTOR TO LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE AND EVERY 1 00'ON CENTER ALONG WIRE RUN. TAPE WIRE BUNDLES 10' ON CENTER. NO TAPING WILL BE PERMITTED INSIDE SLEEVES. WIRE CONNECTORS SHALL BE SCOTCH DBR/Y-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 STATION NUMBER. FINAL LOCATION FOR BACKFLOW PREVENTION DEVICES SHALL BE APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLING. CONTRACTOR SHALL NOTIFY ALL LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF INSTALLED BACKFLOW PREVENTION DEVICE. 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 OTHERWISE DESIGNATED ON THE PLANS. TREE ROOT WATERING SYSTEMS SHALL BE LOCATED ON OPPOSITE SIDES OF TREE ROOTBALL. 13 \, NN DS CA Per ,;.RIOS � � y W igna re * SE T MBR /30.2916 E to `fl D e 9rF OF C Av�F�� DATE JULY 1, 2016 SCALE 111=20' 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 8 CLIENT NAME PARCEL MAP # 12022 BRIMHALL AND ALLEN ROADS MEDIANS BAKERSFIELD, CA. FROELICH SIGNATURE HOMES 8501 BRIMHALL ROAD, SUITE 404 BAKERSFIELD CA 93312 PHONE (bbl) 664-7130 S H E E T D E S C R I P T I O N SHRUB IRRIGATION PLAN AND NOTES R E V I S I O N S SHEET N U M BE R L50F 16 PROJECT NUMBER 13-101 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. VALVE IDENTIFICATION KEY VALVE STATION NUMBER CONTROLLER VALVE G.P.M. DESIGNATION Al 1; VALVE SIZE --\ P �JDRII`=s SYSTEM DESCRIPTION POINT -OF -CONNECTION 813 2" WATER METER STATIC WATER PRESSURE- 84 PSI 2" RP BACKFLOW PREVENTER 12 STATION CONTROLLER MAXIMUM FLOW DEMAND- 13.8 GPM WATER PURVEYOR CAL WATER SERVICE COMPANY (661) 396-2400 NOTES REFER TO SHEET L2 FOR IRRIGATION HYDROZONE PLAN. REFER TO SHEETS L3 & L4 FOR TREE IRRIGATION PLANS. REFER TO SHEETS L7 FOR IRRIGATION LEGEND. REFER TO SHEETS L7 & L8 FOR IRRIGATION DETAILS. REFER TO SHEETS L8 IRRIGATION CALCULATIONS. REFER TO SHEETS L11 TO L16 FOR SPECIFICATIONS. CONTACT COB PARKS AND RECREATION DEPARTMENT FOR SPECIFICATIONS ON THE TEXTURED CONCRETE. 009, wi 3 m 0 Z m m i Be 4 /TREE 1000�_ 2 1/2" PIPE SLEEVE 000, .... . .. ------ . .......... 10 ... ................. . . . . . . . . . . . . - - - - - - - - - - --- '44 INSTALL 2" SCH 40 GRAY PVC CONDUIT FOR WIRING FROM NEW CONTROLLER TO MASTER VALVE AND FLOW SENSOR. P.O.C.- B NEW 2" WATER SERVICE FOR LANDSCAPE IRRIGATION. INSTALL THE NEW EQUIPMENT WITHIN THE LANDSCAPE AREA 2" IRRIGATION MAINLINE. INSTALL SO THAT MAINLINE END UP WITHIN THE MEDIAN PLANTER. A,LLEN_ ROAD 4" PIPE SLEEVE AND 2" WIRE SLEEVE . ......... ......................... ...... . ....... ........... .. . .......... . .. . . ... ............... . . . . . . . . . . . . ...... . ......... . . ............ . . .. ........ 4 .......... . ... ....... ..... . . . .......... . . ...... ............. . .. . .. ..... . . ........... ...... . .. ... ............ . ............. ... . . . .............. . . . .............. .. .... ....... . ......... . . . ........... NX, .......... ..... ............ .. . ................ ........... . ......... ,_.......,.,,,»... ... . . . ............. ... . ......... . . . . ......... .. ........ . .......... . .......... . . .... . ...... .......... . ... . ....... ... . . . . .. . .. . . . . . . . ............ . . . ............. ... ............. . .. ................ .................. ............ X", REMOVE EXISTING CONTROLLER AND REPLACE WITH NEW TIE INTO EXISTING 2Y2" IRRIGATION MAINLINE 01 CONTROLLER AND ENCLOSURE ASSEMBLY AS INDICATED ON IRRIGATION LEGEND, SHEET L7. EXISTING ELECTRIC METER TO REMAIN AND BE USED TO POWER THE NEW CONTROLLER. INSTALL NEW RAIN SENSOR ON SIDE OF NEW CONTROLLER ENCLOSURE. / o7 o,.?, \ADSCApe RIOS .&Y SEPTEMBER 30.2016 x . . te Do e OF Kv\� DATE JULY 1, 2016 SCALE 1"=20' 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 PARCEL MAP #12022 BRIMHALL AND ALLEN ROADS MEDIANS BAKERSFIELD, CA. FROELICH SIGNATURE HOMES 8501 BRIMHALL ROAD, SUITE 404 BAKERSFIELD CA 93312 PHONE (661) 664-7130 S H E E T D E S C R I P T 1 0 N SHRUB IRRIGATION PLAN R E V I S 1 0 N S SHEET N U M B E R L6oF 16 PROJECT N U M B E R 13-101 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. .......... . ......... ... . . . . ...... .. . . ........ . »».,.......»»»,.....,..,........ . . ...... . ....... . . ........... . ............. . .. . ... ..... ...... .................... . ......... 7 . . . ... ...... . . . ........ 4 .......... . . . . . .. . y a 2 a a . . ... . . . . . . . nx 009, wi 3 m 0 Z m m i Be 4 /TREE 1000�_ 2 1/2" PIPE SLEEVE 000, .... . .. ------ . .......... 10 ... ................. . . . . . . . . . . . . - - - - - - - - - - --- '44 INSTALL 2" SCH 40 GRAY PVC CONDUIT FOR WIRING FROM NEW CONTROLLER TO MASTER VALVE AND FLOW SENSOR. P.O.C.- B NEW 2" WATER SERVICE FOR LANDSCAPE IRRIGATION. INSTALL THE NEW EQUIPMENT WITHIN THE LANDSCAPE AREA 2" IRRIGATION MAINLINE. INSTALL SO THAT MAINLINE END UP WITHIN THE MEDIAN PLANTER. A,LLEN_ ROAD 4" PIPE SLEEVE AND 2" WIRE SLEEVE . ......... ......................... ...... . ....... ........... .. . .......... . .. . . ... ............... . . . . . . . . . . . . ...... . ......... . . ............ . . .. ........ 4 .......... . ... ....... ..... . . . .......... . . ...... ............. . .. . .. ..... . . ........... ...... . .. ... ............ . ............. ... . . . .............. . . . .............. .. .... ....... . ......... . . . ........... NX, .......... ..... ............ .. . ................ ........... . ......... ,_.......,.,,,»... ... . . . ............. ... . ......... . . . . ......... .. ........ . .......... . .......... . . .... . ...... .......... . ... . ....... ... . . . . .. . .. . . . . . . . ............ . . . ............. ... ............. . .. ................ .................. ............ X", REMOVE EXISTING CONTROLLER AND REPLACE WITH NEW TIE INTO EXISTING 2Y2" IRRIGATION MAINLINE 01 CONTROLLER AND ENCLOSURE ASSEMBLY AS INDICATED ON IRRIGATION LEGEND, SHEET L7. EXISTING ELECTRIC METER TO REMAIN AND BE USED TO POWER THE NEW CONTROLLER. INSTALL NEW RAIN SENSOR ON SIDE OF NEW CONTROLLER ENCLOSURE. / o7 o,.?, \ADSCApe RIOS .&Y SEPTEMBER 30.2016 x . . te Do e OF Kv\� DATE JULY 1, 2016 SCALE 1"=20' 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 PARCEL MAP #12022 BRIMHALL AND ALLEN ROADS MEDIANS BAKERSFIELD, CA. FROELICH SIGNATURE HOMES 8501 BRIMHALL ROAD, SUITE 404 BAKERSFIELD CA 93312 PHONE (661) 664-7130 S H E E T D E S C R I P T 1 0 N SHRUB IRRIGATION PLAN R E V I S 1 0 N S SHEET N U M B E R L6oF 16 PROJECT N U M B E R 13-101 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. a 2 0 Lu ..... Lu 0 2 1/2" PIPE SLEEVE . ......... . ........ .......... ......... . ......... . ........... . U -i < ... ....... ... ................ ... . ...... .... ........... .... . ...... . ....... ........... . "I ..... . .. .......... Hi - _1--'l_... 111-1 1 � I .................... ............. ................. . 0 Lu Ole ............ ................................................. . . ... . .......................... . . ..... .. ....... .. — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — . . ...... . ............. .................... .......... ................... .. . . . ........... ... . T77 . ......... . . . . . . . . . . . .. . . . ............. .......... 'I" i-— — — — — — — — — — — ........ - - ----- ................... ........... < .......... ..... ...... ............. .. ............. 13e ALLEN ROAD .. ... ..... ............... . ............ - -- - ------- w . ........... ...... . ....... ..... .. ................ ..... . ............ . ......... . ..... -------. 0 J ............ . . .... .......... . ........... . . . ......... . ............... �__ .... ..................... ............ ......... :.,=� ... ........ .... . ........... ...... .... .......... - - - - - --- _---__ - __- ... .. ... .......... .. . . .................. ........... ...... . ........... .. .......... ......... ........... . ................. . . . ...... ...... ...... .. ....... ............ ................. . . .................. .......... ... ..... ..... .......... m H. < X...... "j\ .. .. ....... .......... . ................. . . ....... ..... ............ ............ ........ . , . .......... . .. . ........... .......... -- ------ -- ------ — - --- . ..... . .................. . .. . ............. .......... ............... . ... ................... . .............. . . . ..... . ...... ..... ............. ......... ... .... ....... ........... ............. ........... . . . . . . . . . . . . . . .... ........... ........... .......... ............. ..... .......... Z, ........... . ... .... . ............. - - - - - ------ ------------ *'*_ - - ------------......... 0 .. ...... ........ . .................... ............ . ......... .................... .............. ................................ ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................. . ............. ............. ........... ... ................ . .. ..... .... . .. . .......... . . .. ............... . . m 009, wi 3 m 0 Z m m i Be 4 /TREE 1000�_ 2 1/2" PIPE SLEEVE 000, .... . .. ------ . .......... 10 ... ................. . . . . . . . . . . . . - - - - - - - - - - --- '44 INSTALL 2" SCH 40 GRAY PVC CONDUIT FOR WIRING FROM NEW CONTROLLER TO MASTER VALVE AND FLOW SENSOR. P.O.C.- B NEW 2" WATER SERVICE FOR LANDSCAPE IRRIGATION. INSTALL THE NEW EQUIPMENT WITHIN THE LANDSCAPE AREA 2" IRRIGATION MAINLINE. INSTALL SO THAT MAINLINE END UP WITHIN THE MEDIAN PLANTER. A,LLEN_ ROAD 4" PIPE SLEEVE AND 2" WIRE SLEEVE . ......... ......................... ...... . ....... ........... .. . .......... . .. . . ... ............... . . . . . . . . . . . . ...... . ......... . . ............ . . .. ........ 4 .......... . ... ....... ..... . . . .......... . . ...... ............. . .. . .. ..... . . ........... ...... . .. ... ............ . ............. ... . . . .............. . . . .............. .. .... ....... . ......... . . . ........... NX, .......... ..... ............ .. . ................ ........... . ......... ,_.......,.,,,»... ... . . . ............. ... . ......... . . . . ......... .. ........ . .......... . .......... . . .... . ...... .......... . ... . ....... ... . . . . .. . .. . . . . . . . ............ . . . ............. ... ............. . .. ................ .................. ............ X", REMOVE EXISTING CONTROLLER AND REPLACE WITH NEW TIE INTO EXISTING 2Y2" IRRIGATION MAINLINE 01 CONTROLLER AND ENCLOSURE ASSEMBLY AS INDICATED ON IRRIGATION LEGEND, SHEET L7. EXISTING ELECTRIC METER TO REMAIN AND BE USED TO POWER THE NEW CONTROLLER. INSTALL NEW RAIN SENSOR ON SIDE OF NEW CONTROLLER ENCLOSURE. / o7 o,.?, \ADSCApe RIOS .&Y SEPTEMBER 30.2016 x . . te Do e OF Kv\� DATE JULY 1, 2016 SCALE 1"=20' 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 PARCEL MAP #12022 BRIMHALL AND ALLEN ROADS MEDIANS BAKERSFIELD, CA. FROELICH SIGNATURE HOMES 8501 BRIMHALL ROAD, SUITE 404 BAKERSFIELD CA 93312 PHONE (661) 664-7130 S H E E T D E S C R I P T 1 0 N SHRUB IRRIGATION PLAN R E V I S 1 0 N S SHEET N U M B E R L6oF 16 PROJECT N U M B E R 13-101 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. STML LaIT = _14 -„-. oi� tc�af�?ti3t'pTR LLE-K i~NrL0irt Wclr�D: WYE STRAINER WITH 20 MESH SCREEN- IF REQUIRED BY LOCAL CODE 20 INSULATED BACKFLOW ENCLOSURE AS INDICATED IN LEGEND O REDUCED PRESSURE BACKFLOW PREVENTER AS INDICATED IN LEGEND 40vw8V NOWsw V �tft W_A�'N 7RWAM BALL VALVE v 50 GALV. NIPPLE 3” MIN. LENGTH 1 GPM 1 3 5 6 O GALV. 90° ELL (TYPICAL) SUPPLY CONTROLLER ENCLOSURE (SB22SS). 7 O "mom 014 04 z *"VVM& A/L7 'vw a CITY OF BAK.ER..F CO TkaLLEA liNCLOISLI IR�IGATION C O�NT�RO�L LER n n J SCALE: NTS FRONT VIEW 0 RAIN SENSOR AND VANDAL RESISTANT ENCLOSURE PER LEGEND O WIRE TO IRRIGATION CONTROLLER 0CONTROLLER ENCLOSURE- PER LEGEND 04CONTROLLER- PER LEGEND O POURED CONCRETE BASE - PER DETAIL'A' , THIS SHEET. O FINISH GRADE RAIN SENSOR V % SCALE: NTS 0 WYE STRAINER WITH 20 MESH SCREEN- IF REQUIRED BY LOCAL CODE 20 INSULATED BACKFLOW ENCLOSURE AS INDICATED IN LEGEND O REDUCED PRESSURE BACKFLOW PREVENTER AS INDICATED IN LEGEND BUBBLER 2 4 (4 BALL VALVE v 50 GALV. NIPPLE 3” MIN. LENGTH 1 GPM 1 3 5 6 O GALV. 90° ELL (TYPICAL) SUPPLY CONTROLLER ENCLOSURE (SB22SS). 7 O GALV. UNION (TYPICAL) 04 z A/L7 $ O GALV. NIPPLE (TYPICAL) THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: 990 FINISH GRADE 10 GALVANIZED COUPLING SET �- 13 FLUSH WITH CONCRETE 10 11 (TYPICAL) 11 PVC MALE ADAPTER TO IRRIGATION SYSTEM 4. INSTALLED WITH MODE L#KCPCSA-LXM E F24 SUB-ASSEMBLY/TERMINAL STRIP 12 12 12"x12"x12" CONCRETE THRUST BLOCKS NOTES: EVENLY COAT G.I. FITTINGS EXPOSED TO SOIL AND CONCRETE WITH 3M SCOTCHRAP PIPE PRIMER AND THEN WRAP WITH 3M SCOTCHRAP NO. 51 BLACK PVC TAPE (3/4" OVERLAP) ENCLOSURE OCCURS AT EACH BACKFLOW UNIT 13 3/4" HOSE BIB 14 TO POINT OF CONNECTION ADAPT AS REQUIRED 15 CONCRETE PAD- SIZE AS DETERMINED BY SIZE OF BACKFLOW UNIT AND CAGE 0 30" LINEAR LENGTH OF WIRE COILED 0 APPROVED WATERPROOF WIRE CONNECTORS, TYP. O3 VALVE IDENTIFICATION TAG O VALVE BOX WITH LOCKING LID. HEAT BRAND'MV' ON LID. O5 FINISH GRADE/TOP OF MUL O6 MASTER CONTROL VALVE PER IRRIGATION LEGEND O PVC SCH 80 NIPPLE (CLOSE O8 PVC SCH 40 MALE ADAPTEI 90 PVC MAINLINE PIPE 10 BRICK (1 OF 4) 1 1 3" MIN. DEPTH OF 3/4" WASHED GRAVEL 12 CONTROL WIRES O 13 SCH 80 PVC UNION O 14 EXTENSION LENGTH AS REQUIRED n� MASTER CONTROL VALVE LJ % SCALE: NTS 1 3 2 NOTE: ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE EZ-FLO SYSTEM. ITEM 11 IS PURCHASED SEPARATELY. .x.... g 13 10 O WATER IN - CONNECT BLACK 000 0 0 00000 0o po0�g TUBE TO BLUE CONNECTIONS :;=,a,00 — �0 pm °va:� �0 O 00 < <:'.:» ON PROPORTIONING CAP AND 00o 000 COUPLING 9 11 g 1/4" TUBING CLAMP - BOTH THE 12 14 O GREEN AND BLUE COUPLING TUBING CONNECTIONS 10 FINISH GRADE 90 APPROVED BACKFILL 20 PLASTIC 30" L x 18" D x 17" W 1Q PVC MAIN LINE TO VALVE MANIFOLD VALVE BOX & LOCKABLE COVER 11 EZ BALL VALVE COUPLING O3 PROPORTIONING CAP WITH FEED CONNECTOR - INSTALL ACCORDING ADJUSTMENT KNOB TO WATER FLOW DIRECTION ARROW 40 EZ-FLO SHUT OFF VALVES 12 6" MIN. LAYER PEA GRAVEL O EZ-FLO MODEL EZ010-FX FERTILIZING (2 CU. FT.) SYSTEM 27" L x 12" D x 14" H 13 PVC MAIN LINE FROM BACK FLOW PREVENTER O FERTILIZER OUT - CONNECT CLEAR G LANDSCAPE FABRIC TUBE TO GREEN CONNECTIONS ON PROPORTIONING CAP AND COUPLING EZ-FLO FERTILIZING SYSTEM C SCALE: NTS O FINISHED GRADE IN TURF AREAS 20 PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. 30 FLOW SENSOR, PER IRRIGATION LEGEND O FINISHED GRADE IN SHRUB AREAS 50 24" WIRE LOOP O PVC MAINLINE PIPE TO MASTER VALVE (NOT LESS THAN 10 PIPE DIAMETERS) PER MANUFACTURER'S SPECIFICATIONS. O7 2 CF OF 3/4" CRUSHED GRAVEL O BRICK SUPPORTS O PVC MAINLINE PIPE FROM MASTER VALVE (NOT LESS THAN 5 PIPE DIAMETERS) PER MANUFACTURER'S SPECIFICATIONS. 10 LANDSCAPE FABRIC RP t_CKFLOW PREVENTER SCALE: NTS F FLOW SENSOR SCALE: NTS IRRIGATION LEGEND PATTERN GPM QTY F MANUFACT. MODEL NO. / DESCRIPTION F PSI RADIUS DETAIL 164 ■ RAINBIRD 1804 -SAM -PRS WITH HUNTER IPCN-25 PRESSURE COMPENSATING NOZZLE .25 GPM 15-75 BUBBLER C/L8 19 v RAINBIRD RWS-B-C-1402 (EACH SYMBOL REPRESENTS 2 UNITS WITH .5 GPM EACH) 1 GPM 20-90 FLOOD J/L8 CITY SYMBOL MANUFACTIJRFR MOnFI NUMRFR nFTAII RFF 1 [w 2" WATER METER- BY OTHERS 1 0 AVAILABLE AT P.O.C. 'A'- INSTALLED ALONG BRIMHALL ROAD- 24 STATION RAINBIRD ESP-LXME/F CONTROLLER KERN TURF SPECLINE# RB3ESP12LXMEF/ESPLXMSM12/RB91Q4602B/KCPCSA-LXMEF24/ KCP113GR INSTALLED WITHIN A NEW SUPPLY CONTROLLER ENCLOSURE (SB22SS). A/L7 THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: 1. BASE 12 STATION RAINBIRD ESP LXME SERIES IRRIGATION CONTROLLER 2. SHALL BE INSTALLED WITH ADDITIONAL MODEL#ESPLXMSM12, (12 STATION EXPANSION MODULE). 3. INSTALLED WITH MODEL#RB91Q4602B GPRS/CELLULAR NETWORK MODULE 4. INSTALLED WITH MODE L#KCPCSA-LXM E F24 SUB-ASSEMBLY/TERMINAL STRIP 5. INSTALLED WITH MODEL#KCP113GR GROUNDING PACKAGE 1 0 AVAILABLE AT P.O.C, 'B'- INSTALLED ALONG ALLEN ROAD -12 STATION RAINBIRD ESP-LXME/F CONTROLLER KERN TURF SPECLINE# RB3ESP12LXMEF/VITSB-22SS/RB91Q4602B/KCPCSA-LXMEF24/ KCP113GR SUPPLY THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: 1. BASE 12 STATION RAINBIRD ESP LXME SERIES IRRIGATION CONTROLLER A/L7 2. INSTALLED WITHIN MODEL#VITSB-22SS, STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. 3. INSTALLED WITH MODE L#RB91Q4602B GPRS/CELLULAR NETWORK MODULE 4. INSTALLED WITH MODEL#KCPCSA-LXMEF24 SUB-ASSEMBLY/TERMINAL STRIP 5. INSTALLED WITH MODEL#KCP113GR GROUNDING PACKAGE 2 ® AVAILABLE AT (MODEL#KCPLXME-RG) RAIN SENSOR WITH VANDAL GARD B/L7 KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: HUNTER MINI-CLIK RAIN SENSOR MOUNTED WITHIN SUPPLY HUNTER #SG -MC STAINLESS STEEL SENSOR GUARD ENCLOSURE. 1 BFEBCO MODEL#825Y 2 RP BACKIFLOW PREVENTER C/L7 INSTALL 4" THICK CONCRETE PAD WITHIN STRONGBOX SBBC-45AL BACKFLOW ENCLOSURE INSTALL V.I.T. POLAR BEARIER #PBB-30 SLIP-ON INSULATING COVER. 2 Fm-vl RAINBIRD (MODEL#PEB-150) 1 1/2" MASTER CONTROL VALVE D/L7 WIRE TO CONTROLLER AS PER MANUFACTURER'S RECOMMENDATIONS. 2 Fs RAINBIRD (MODEL#FS150B) 1 1/2" FLOW SENSOR (RANGE 2-82.6 GPM) F/L7 WIRE TO CONTROLLER AS PER MANUFACTURER'S RECOMMENDATIONS. 2 Ez EZ-FLO (MODEL#EZ010-HC) 10 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN 36"x24"x24" VALVE BOX E/L7 4 ►/ APOLLO (MODEL#1227) GATE VALVE - LINE SIZE G/L7 2 RAINBIRD (MODEL#PEB-PRS-D) CONTROL VALVE WITH PRESSURE REGULATING MODULE. A/L8 INSTALL VIDY AND SCH 80 BALL ON MAINLINE SIDE & 1 SCH 80 UNION ON LATERAL SIDE (ALL VALVES) 2 ® RAINBIRD (MODEL#PEB) CONTROL VALVE WITH VIDY AND SCH 80 BALL ON MAINLINE SIDE. DIRECTLY DOWNSTREAM OF THE RCV B/L8 WITHIN THE SAME VALVE BOX, INSTALL (MODEL#PRB-QKCHK-100) 1" PRESSURE -REGULATING BASKET FILTER, 200 MESH FILTER. DOWNSTREAM PRESSURE WILL BE REGULATED TO 40 PSI, MAX. STATION A23 TO BE INSTALLED WITH TWO (MODEL#PRB-QKCHK-100) 1" PRESSURE -REGULATING BASKET FILTERS STATION B9 TO BE INSTALLED WITH ONE (MODE L#PRB-QKCHK-100) 1" PRESSURE -REGULATING BASKET FILTER 4 RAINBIRD (MODEL#44LRC) QUICK COUPLER VALVE INSTALLED WITH RAINBIRD TSJ-18" TRIPLE SWING JOINT C/L8 INSTALL WITHIN AMETEK 10" ROUND VALVE BOX AS APPROVED MAINLINE, SCH 40 PVC FOR SIZES 1 1/2 AND SMALLER. D/L8 MAINLINE, CLASS 315 PVC FOR SIZES 2" AND LARGER. 18" MIN. COVER. INSTALL IN LANDSCAPE AREA WHEREVER POSSIBLE. AS APPROVED SCH 40 PVC LATERAL LINE - 12" MIN. COVER; UNLESS OTHERWISE NOTED, INSTALL LATERAL AS 3/4" MINIMUM SIZE D/L8 — —� AS APPROVED PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE CARRIED AND 2" MIN. SIZE FOR CONTROL WIRE. E/L8 INSTALL ANYWHERE PIPES AND WIRE OCCUR BELOW OR THROUGH PAVING AND HARDSCAPE ITEMS. AS APPROVED IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L. APPROVED) D&E/L8 #14 AWG CONTROL WIRES, #12 AWG COMMON WIRE, ROUTE WITH MAINLINE COLOR OF WIRES TO BE AS FOLLOW: COMMON WIRE - WHITE CONTROL WIRE - BLACK 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 3M DBR/Y-6 WIRE CONNECTORS, USE FOR ALL WIRE CONNECTIONS F/L8 NO APPLIED VALVE BOX WITH LOCKING LIDS G&H/L8 SYMBOL ENGINEERING 12" STANDARD RECTANGULAR SERIES VALVE BOX FOR RCVS & FLOW SENSOR JUMBO RECTANGULAR SERIES VALVE BOX FOR MASTER VALVE 10" ROUND SERIES VALVE BOX FOR GATE VALVES AND QUICK COUPLERS; HEAT BRANDED W/ ID PER C.O.B. NO N/A CONCRETE THRUST BLOCKS TO BE INSTALLED WHEREVER MAINLINE TEES OFF OR CHANGES DIRECTION I/L8 SYMBOL EXAMPLE: FOR 3" FLOW SENSOR - DIMENSION A- 30" MINIMUM, DIMENSION B- 15" MINIMUM, NOTES: INSTALL FLOW SENSOR PER THE MANUFACTURER'S RECOMMENDATIONS, USING MANUFACTURER REQUIRED WATERPROOF WIRE CONNECTORS. WIRE TO IRRIGATION CONTROLLER. 10 FINISH GRADE 20 ROUND VALVE BOX. HEAT BRAND 'GV' ON LID. 0 GATE VALVE- MANUFACTURER AND MODEL AS INDICATED IN LEGEND, OR APPROVED EQUAL O EXTENSION LENGTH- AS REQUIRED (D PVC MALE ADAPTER fib 3/4"' WASHED CRUSHED AGGREGATE BASE OR PEA GRAVEL 70 IRRIGATION MAINLINE ELEVATION G GATE VALVE SCALE: NTS .5• / 1) 0 r� ;� �q"DSCAPF RIOS Signature S EMBER 0 2016 x ti to `rl Doe � 9lF OF CAv\F�� 1 DATE JULY 1, 2016 SCALE NTS 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 8 CLIENT NAME PARCEL MAP # 12022 BRIMHALL AND ALLEN ROADS MEDIANS BAKERSFIELD, CA. FROELICH SIGNATURE HOMES 8501 BRIMHALL ROAD, SUITE 404 BAKERSFIELD CA 93312 PHONE (661) 664-7130 S H E E T D E S C R I P T I O N IRRIGATION LEGEND AND DETAILS REVISIONS SHEET N U M B E R L70F 16 PROJECT NUMBER 13-101 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. t5c"r58 rXd 1 MULCH- INSTALL WHERE LOCATED IN SHRUB UB BEDS .. aYth 81,E 2 t'•5f~9&t iY4Akp-} i8 aeq ems; f � ..� mi r tow" at mo WALSx 1"V-Mq:: t, 2 FINISH i<.,�Y O GRADE i 3 ' u�a,air»a a1 r .. 3 1�4 5c*Alm a s atrGL�tw� x a ams sxa w. cera , v. @i 1 4 30 GRATED CAP €, w�rr¢axvc ( t -<;i i t 2 3 "` s. viae ac La tsarrsz s __ T iryaxxarx+a v� eaastarxa> 'mmwwww O BUBBLER PER LEGEND (INCLUDED) RCV ov w rrar5 t 5 0- O CHECK VALVE (INCLUDED) c� �" � IRRIGATION 5 .•.�� k�Sd.$'�it.��r 3. �i1^:f�dilSa7..,9631.�i� ^...�.m^""a"a��aL:SCH 40 PVC. eta:, AlC�:FYx`,�757" ir'�a�i%" ,iia 4:4. ,AHL 7b �i A"x *mi�3 di%KV-� :. '�<' CONTROL VALVE O 1 VALVE BOX WITH LOCKABLE O PATENTED STRATA ROOT SYSTEM COVER �� 1 7 SWING JOINT INCLUDED i��.tsr c,�msc�r€.�x�tti°� c;.:,::>:;'' A"AG O (INCLUDED) # J* � 2 2" BRANDING, PER THE "fi8:;+tk.4ti2t9c�7aa•.t:a'�a�SRa"�i'6Ea� �.x�a� iW-"48-Fs,"�tai-sXCLASS315PVCOR IRRIGATIONS 8 PVC LATERAL PIPE � �� SPECIFICATIONS. O AWV'4 Tw.wr3'>4 WL NB wo%L mmro 'AO+iJ�„<i$' 6`,AW?WAL.' " `5i `.SSL' -.&E Ri'FiR'9 .A .4& om_ i A� s :� t O CONTROLLER DESIGNATION 9 Viz. O PVC SCH 40 TEE OR ELL �:�t^ �6rti3. a��?§ fit�rktt� ;. � p��N1? xa�t's�s� c?lf „s`� �,gv �rt'saa e� %i& tat warn a r�reax fcses�ams>v»marWIN �-c=,wftr die. �l3i'+uf,?�a+,7i�3368i8',.4.�?F�1tlz1%a6 �t�4PtiGiEi�� h` 4 VALVE IDENTIFICATION 10 ROOT INTRUSION B Z �mmm � 5 ARRIER (INCLUDED)INSTALL WITH FILTER FABRIC SLEEVE 5ROUND VALVE BOX WITHO "�LOCKABLE COVER.SWW,WktpVIM-1*?�T* oti 5z .�00000000a �RTvVi?i�a°+��`d'�?. � aC�i�.#,t�ti ❑,i. l,�x,Am }, ,.�. .� 011"" °3JR.h°:`�. A ?m &a Vol,& Kmm 3 M Cam Falb" , �gi ' bii<SS. WI 1.F 000000000❑ CONTROL VALVE0000000 000 a� CITY OF B F . *} � €SCb`3�t � 00000000000❑ �' OF BAKERSFIELD ISI�ii4...-. 0000000000 000 T.3 its S �"{'rI� �T;;�$�kT'T; €::t'x'a,`7`i��)I.4'x'�I,VTxS liE.`i`,�.TI:S F:'sii 1t^it'!:'%�a, ❑oo TRF 10 L:..:j « i.................................._........................_............... .... ....... ...... ................................................._............,.......,.,......_.,.........................._ E ....................................... AN VIEW C may' 0000 SECTION 0000000000 ..._.......---_._...._......................_._---__....,....,.._--.,_,....._---_....._.......,..........,,....------.............i 0=1 CONTROL VALVE TYPICAL TRENCHING VALVE EB OX HEAT BR AN D SCALE.- NTS BRANDING TREE WATERING ERI N G SYSTEM D �N EM SCALE. TS SCALE: NTS J SCALE: NTS 1 FINISH GRADE/TOP OF M MULCH 7 REMOTE OTE CONTROL LV O ALV P O E PER IRRIGATIONLEGEND ,,.,.....:._-.......,.._..,,__...,.__........._....,....__......._..........,_.,_....................___.......,._.....,,,�............:_....,.........._..,.....,,_.........,...,...............,...........,._..._, 20 VALVE BOX WITH COVER WATER PRESSURE U E CALCULATIONS O3 30" LINEAR LENGTH OF WIRE, O PRESSURE REGULATING QUICK Irrigation Pressure Calculation COILED CHECK BASKET FILTER: WATERPROOF CONNECTORS RAIN BIRD PRB-QKCHK-100' -�. Artisan Square '`" NOTES: Medians INSTALL 1 OR 2 AS INDICATED ON PLAN.'�>:>�' O BALL VALVE- SIZE FOR VALVE FLOW �� f:� �,��,. 1 • CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE Max. GPM Demand: 27.30 6 VALVE IDENTIFICATION TAG O PVC SCH 40 FEMALE ADAPTOR �'� SERVICING THE VALVE. Units Size Type Description GPM nit PSI p U S Loss -�� 2. SET BOXES 1 ABOVE FINISH GRADE OR MULCH COVER IN GROUNDCOVER/ 1 2" Brass 10 LATERAL PIPE SHRUB ARE AREA FLUSH WITH FINISH GRADE IN TURF AREA.Gate Valve 27.30 00.10 1 2 g 1 1 0 1b PVC SCH 80 NIPPLE f`w +�� 3. SET RVC AND VALVE BOX ASSEMBLY IN " 3 4 O :.. „;> GROUNDCOVER/SHRUB AREA 240 2 Sch. 40 Main Line 27.30 01.36 '' ` WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUNDCOVER DOES NOT 7. (LENGTH AS REQUIRED) `��'=� �' °'�" '� EXIST ADJACENT TO LAWN. 1 1 Plastic Control Valve 27.30 03.70 12 PVC SCH 40 ELL r, 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 37 3/4 Sch. 40 Lateral Line 02.25 00.18 7 5• AVOID HEAVILY COMPACTING SOIL 6 13 PVC SCH 80 NIPPLE M O L AROUND VALVE BOXES TO PREVENT 225 1" Sch. 40 Lateral Line 09.75 9 (2" LENGTH, HIDDEN) AND a COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. 05.15 5 6. IDENTIFY VALVE BOX WITH CONTROLLER LETTER AN 45 1-1/4" Sch. 40 Lateral Line 12.00 0 PVC SCH 40 ELL �tii,��r-star }�' D VALVE NUMBER 0.40 10 R A ' USING 1 %" - 2" LETTERING. 10 1-1/2 Sch. 40 Lateral Line 27.30 00.19 12 14 PVC SCH 40 TEE OR ELLS +Y ;_ artc�it4txetrr�r�.. 15 MAINLINE PIPE „ ODO OO OO OO OO�Q�104 Mlsc Fittings Allowance O „ . n S 01.46 11 O O O� O O Oma 12 12 12 121110 10 ROUND VALVE BOX O O 16 3" MINIMUM DEPTH OF Component Losses. 12.54 �.:t�s i4er tits 3 20 14"x19" RECTANGULAR 16 3/4"WASHED GRAVEL f VALVE BOX Station #: A23 17 17 PVC SCH 80 NIPPLE, Min. Re 'r b Head: 15.00 O3 23"x 33 RECTANGULAR q y CLOSE VALVE BOX Highest GPM System 2.0' Elevation Loss: 00.87 CITY 3FBAKERSFIELD � 1 N 4 2 O4 EDGE OF LAWN, WALK, ��x.k�x'� Desired Residual: 05.00 13 FMCum,SEUEVIN ,AND COIL . � FENCE, CURB, ETC. 15 3 i, Minimum Total Pressure Req'r: 32.41 PLAN VIEW ................................................... Irrigation Pressure Calculation DRIP ZONE VALVE ASSEMBLY TYPICAL SLEEVING Artisans Square B VALVE BOX INSTALLATION q e Medians static Pressure: 84.00 SCALE: NTS E SCALE: NT Max.SCALE: NTS GPM Demand: 13.75 Units Size Type Description GPM Unit PSI Loss 1 2 Disc Water Meter 13.75 00.00 ......................... ...... ........... 1 2" Brass RP BFP 13.75 12.00 1 1 11/2 Plastic Master Valve 13.75 03.90 LOW VOLTAGE WIRES, 3 MAXIMUM .ALkAsa .i. a M PX a M stir i O � VAL �- 2 O . �� 1 1 1/2" Brass Flow Sensor 13.75 00.50WIRES PASS THROUGH GR i ' O OOVES IN TUBE LID TO ,r ALLOW LID TO CLOSE ass to Valve 13 .:..::�: 1 2 Brass Ga .75 00.00 0� r 3 3 CLOSE TUBE LID AFTER WIRE IS INSERTED 1 2" Brass Gate Valve 0 :.:. 00.00 RTED INTO TUBE 13.75 ", 105 2 Sch. 40 Main Line 13.75 K 4 40 POLY TUBE PRE -FILLED WITH WATERPROOF GELe� �. 00.17 CAMS5 LOCK TAB S PREVENT WIRE REM OVAL ONCE ,,t,,: ' ' • ,��`��'�� "�� ' 1 1" Plastic Control Valve 13.75 02.22 t. CONNECTOR IS INSERTED" rt:' ` " a.at¢r+asi.cat�t eratN;�z c 57 3/4 Sch. 40 Lateral Line 04.50 01.01 O SCOTCHLOK ELECTRICAL SPRING CONNECTOR. 54 3/4" Sch. 40 Lateral Line 03.75 00.68 @' �,. rm W,^* WMWVM' Maw% ~v4sw 6 WIRES SHALL BE PRE -STRIPPED OF 1/2" OF THE MM RIM AM* INSULATION PRIOR TO INSERTION INTO THE �� 5 1" Sch. 40 Lateral Line 04.50 00.03 t� �' VIII CONNECTIOR. TWIST CONNECTOR ONTO WIRES T4°�` TEE 10 1-1 4 Sch. 40 Lateral IL \:... ;tet �:�.��:�.��,.:;`' 86"- SEAT FIRMLY.�.� --� tw,,�, / Line 13.75 00.11 ' R 0AS�. � ' itdW{t M. 7 GfP b�7Ci £GC $E FEdE9 I 1- / Sch. 40 Lateral Line 07.75 02.11 SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO 535 1 4' TUBE UNTIL THE CONNECTOR PASSES LOCK TABS Misc Fittin s Allowance g 00.82 NOTE: Component losses: 23.55 WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT.' . , na "ems.a as KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR'" Station #: B b.; f.. :.; Min. Req'r by Head: 15.00 s. _ A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. CITY OF BAKERSFIELD I Highest GPM System 4.0' Elevation Loss: 01.73 CITY OF I A E.RS ` EL �L F :USWRr A� NHE"A S DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT �. ��, , 8: , � DETAdUSFOP,TKR 'ST13 .(:-X Total Pressure Req r.. 40.28 .. (2 - 3) #14 OR (2) #12 PRE -STRIPPED COPPER WIRES. LARGER WIRES Et,At '"�' -P� `" �~~� �'`�z�� OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER Residual Pressure: 43.72 S H E E T N U M B E R ,, �=MF, CAMs APPROVED WIRE CONNECTION. "' - - - - --------- .......... .... ........ . . ..... ..... L80F 16 IRRIGATION HEADS/QUICK COUPLER WATERPROOF WIRE CONNE T C CTION HRUSTBLOCKS PROJECT NUMBER SCALE: NTS F SCALE: NTS I SCALE: NTS 13-101 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR 57 5-- / 07 pa-� COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. a vol)SCApF RIOS Ho 9� i igna ure SE ER 30,2016 �f ate 1P lF OF DATE JULY 1, 2016 SCALE NTS DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO Dlo LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PARCEL MAP # 12022 BRIMHALL AND ALLEN ROADS MEDIANS BAKERSFIELD, CA. FROELICH SIGNATURE HOMES 8501 BRIMHALL ROAD, SUITE 404 BAKERSFIELD CA 93312 PHONE (661) 664-7130 S H E E T D E S C R I P T I O N IRRIGATION DETAILS AND CALCULATIONS REVISIONS WALL Gads \ \ � .?��1�,`..• ,.'a `.. ya.^2"+' t mom "_tom ":T• ilk :.... , " I� A f I ' W4X ^x w I VAI' a� s :. a`1 WT SCv "q^ m s: r54yx a �x r s WALL Gads \ \ � .?��1�,`..• ,.'a `.. ya.^2"+' t mom "_tom ":T• ilk :.... , " I� A T NUARD FLAX MI. L-10 NOTES 1. DETERMINE THE LENGTH OF THE MATERIAL REQUIRED FOR INSTALLATION. 2. EP SERIES PANELS OR RP SERIES ROLL MATERIAL BARRIER TOGETHER. 3. PLACE MATERIAL IN TRENCH, DIRECTLY ADJACENT TO HARDSCAPE. BE SURE BARRIER EXTENDS ABOVE FINISH GRADE BUT REMAINS AT OR BELOW HARDSCAPE SURFACE. A- FINISH GRADE B- ROOT BARRIER - INSTALL ADJACENT TO CONCRETE CURB OR HARDSCAPE C- AMENDED SOIL NDS 24" DEEP ROOT BARRIER OR APPROVED EQUAL. .01 SURROUND TREE ROOT BARRIER V ) SCALE: NOT TO SCALE BRIMHALL ROAD TREE PLANTING LEGEND QUANTITIES INDICATED ARE FOR THIS SHEET ABBREV. BOTANICAL NAME COMMON NAME SIZE QTY WULCOS TREES LAG STIR LAGER STROEMIA INDICA GRAPE MYRTLE 24" BOX/ MULTI 4 EA L 'MUSKOGEE' LAVENDER (MULTI TRUNK) QUE ILE QUERCUS ILEX HOLLY OAK 24" BOX/ STD 10 EA L ........................................................................................................................ MOMS MA. 1*14 MMM �WrMLN mmmy M ; AprKA %wlA<z TWATNmT. we `Oft &&W�=Tm OF IMS M 4MM Mh%Wft M Y = LIM ' P �`.'iEMS w�.:.,X h v � M i i 2 i.. . , ..3vx.;..,. ..... ................ . ... aac,..a*.,,....z�,+x,..;::.'^»...^`�5�"'rs»dw .:.w;:::w1^ `^,aia.c,"Yi",..^v.?«'"'��. 4,:Sl..ii'..• `Y ' gg�� yy &'qe� t MIN, � FLAN17M, 'Ift MAX t'L.MI�K AReA At� APPROVW qd . ATOM 1< A 10 Ate, WAXR olP KW WACZ, TXATK*,° t5 fM"W Aojk6W To Te BACK OF OM mavow me a 2. M 1$ L4%6 I7 M 12NWAaM fW IL TO 0- ?,V PLAXnX WON BARD SKMACE MA's O.1' pw E °IT A'ITlT' MY IkWT BE I TNN Tre H IM" koN M WT D=R f4M C046MVV >NO Sftft ILL IN AW -A P & OF W.$EAn<*MV PA0Z VIRECTOK r 'TAUA''n0X StAti DE T A 1?Tn" $F%IMATV.% C* AA'-IWW E", RIMS TIS I � HW �� T� 4MMP IPS T To BErte' AT ,. 2%V O O &B MATT �tI BE I7a'5NNWIN 4*60-T T*ION W'M T'I AnA PA i�I�Tt ..rLLA1�AA��PT!§P ?��7AP5�. C 1 �. �T . 10: *TAU1�a� Ai � � �I� SAI � �A� � AT 1 i � P�T�I %+ i ce" a T T'0 L" 41, C4WA�T Of, Us, 1%1 PeR 1 1 Eft"FMt"T 2 10 �CMON A- MOH RAMP NO L«. PLANTER TUKPR>A CITY OF BAKERSFIELD REVISIONS TiUL FOR PE -AN NO, L-12 NOTES REFER TO SHEET Ll1 AND L12 FOR SHRUB PLANTING PLANS. REFER TO SHEET L9 FOR PLANTING NOTES. REFER TO SHEET L9 FOR SOILS ANALYSIS AND SOIL PREPARATION RECOMMENDATIONS. REFER TO SHEETS L11 TO L16 FOR SPECIFICATIONS. Tlw- 1, maim, 4tr�lft (TK- 'IlI-I. M -22110T ALIX34V N LANVSCA ,D KMAW5I �0 21 FOR BANK KLCH ;1 Sm %WVt ALL. } . 4AW,3 PI 4T3 as11 iG ATI; v S -m mngm T+ owr �pNDSCAPF RIOS 0 W n ignature S MER 30,2016 10 ate D to 9lF OF DATE JULY 1, 2016 SCALE =20 DRAWN DRAWN BY JR L-12) CHECKED BY MER Rm— WWI x IC?r?1= f I ' W4X I VAI' a� s :. a`1 WT SCv "q^ m s: r54yx a �x s� r s T NUARD FLAX MI. L-10 NOTES 1. DETERMINE THE LENGTH OF THE MATERIAL REQUIRED FOR INSTALLATION. 2. EP SERIES PANELS OR RP SERIES ROLL MATERIAL BARRIER TOGETHER. 3. PLACE MATERIAL IN TRENCH, DIRECTLY ADJACENT TO HARDSCAPE. BE SURE BARRIER EXTENDS ABOVE FINISH GRADE BUT REMAINS AT OR BELOW HARDSCAPE SURFACE. A- FINISH GRADE B- ROOT BARRIER - INSTALL ADJACENT TO CONCRETE CURB OR HARDSCAPE C- AMENDED SOIL NDS 24" DEEP ROOT BARRIER OR APPROVED EQUAL. .01 SURROUND TREE ROOT BARRIER V ) SCALE: NOT TO SCALE BRIMHALL ROAD TREE PLANTING LEGEND QUANTITIES INDICATED ARE FOR THIS SHEET ABBREV. BOTANICAL NAME COMMON NAME SIZE QTY WULCOS TREES LAG STIR LAGER STROEMIA INDICA GRAPE MYRTLE 24" BOX/ MULTI 4 EA L 'MUSKOGEE' LAVENDER (MULTI TRUNK) QUE ILE QUERCUS ILEX HOLLY OAK 24" BOX/ STD 10 EA L ........................................................................................................................ MOMS MA. 1*14 MMM �WrMLN mmmy M ; AprKA %wlA<z TWATNmT. we `Oft &&W�=Tm OF IMS M 4MM Mh%Wft M Y = LIM ' P �`.'iEMS w�.:.,X h v � M i i 2 i.. . , ..3vx.;..,. ..... ................ . ... aac,..a*.,,....z�,+x,..;::.'^»...^`�5�"'rs»dw .:.w;:::w1^ `^,aia.c,"Yi",..^v.?«'"'��. 4,:Sl..ii'..• `Y ' gg�� yy &'qe� t MIN, � FLAN17M, 'Ift MAX t'L.MI�K AReA At� APPROVW qd . ATOM 1< A 10 Ate, WAXR olP KW WACZ, TXATK*,° t5 fM"W Aojk6W To Te BACK OF OM mavow me a 2. M 1$ L4%6 I7 M 12NWAaM fW IL TO 0- ?,V PLAXnX WON BARD SKMACE MA's O.1' pw E °IT A'ITlT' MY IkWT BE I TNN Tre H IM" koN M WT D=R f4M C046MVV >NO Sftft ILL IN AW -A P & OF W.$EAn<*MV PA0Z VIRECTOK r 'TAUA''n0X StAti DE T A 1?Tn" $F%IMATV.% C* AA'-IWW E", RIMS TIS I � HW �� T� 4MMP IPS T To BErte' AT ,. 2%V O O &B MATT �tI BE I7a'5NNWIN 4*60-T T*ION W'M T'I AnA PA i�I�Tt ..rLLA1�AA��PT!§P ?��7AP5�. C 1 �. �T . 10: *TAU1�a� Ai � � �I� SAI � �A� � AT 1 i � P�T�I %+ i ce" a T T'0 L" 41, C4WA�T Of, Us, 1%1 PeR 1 1 Eft"FMt"T 2 10 �CMON A- MOH RAMP NO L«. PLANTER TUKPR>A CITY OF BAKERSFIELD REVISIONS TiUL FOR PE -AN NO, L-12 NOTES REFER TO SHEET Ll1 AND L12 FOR SHRUB PLANTING PLANS. REFER TO SHEET L9 FOR PLANTING NOTES. REFER TO SHEET L9 FOR SOILS ANALYSIS AND SOIL PREPARATION RECOMMENDATIONS. REFER TO SHEETS L11 TO L16 FOR SPECIFICATIONS. Tlw- 1, maim, 4tr�lft (TK- 'IlI-I. M -22110T ALIX34V N LANVSCA ,D KMAW5I �0 21 FOR BANK KLCH ;1 Sm %WVt ALL. } . 4AW,3 PI 4T3 as11 iG ATI; v S -m mngm T+ owr �pNDSCAPF RIOS 0 W n ignature S MER 30,2016 10 ate D to 9lF OF DATE JULY 1, 2016 SCALE =20 DRAWN DRAWN BY JR L-12) CHECKED BY MER Rm— WWI x IC?r?1= f I ' W4X I VAI' or :. a`1 WT SCv I.. MWfM M €RAI' 6 ( NIKH TSI �: 1 X � s � IN ALL PILL AIS. q4r 00h* HIE C*tW E SMP 19 fkEWM "ALL LAM AWA AOWW To FRM.AW OR glee "L P 0TY ST'A M0 SHEET L.-11; M","All. V. 5 ALL aMASM€6 M ALL W W%AV FRIM, P" KALL KAIM lTII Iw FM DITTY �TAFvmv sT L -II, MTAL fit 6. _= WaNe AIS' Ix an/aim Om 11 V"MOR �wwe 4. ANY *V AU OWM %Iki L Se, Apm4ovtD ty le AK VT FXI5TI N 0, S M,PP %7) tW 6IVIL ENS IRII moi° ' W. MIREATION AV PAW VW00K f MOR TO fKA ATd M, `F 40 6 2U MIS MIMU- AW -A Ham, CITY OF BAKERSFIELD kEVISIONS LANDSCAPE DETAILS FOR MEINAN ISLAND PARKWAY, WATI..,, PR00 PLAINTEP WAIL, AND WD'AUNING. WALLS "I'A NI3; 4�I O i:4_;.� a INWATA�1�11 INDEX MAP O �a oj ga:;.:.. :\ \ \ 41, Aq Clow \`\'<' ' Ng , ql \. \' sm \\ \ <. \ V RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PARCEL MAP # 12022 BRIMHALL AND ALLEN ROADS MEDIANS BAKERSFIELD, CA. FROELICH SIGNATURE HOMES 8501 BRIMHALL ROAD, SUITE 404 BAKERSFIELD CA 93312 PHONE (661) 664-7130 SHEET DESCRIPTIO N TREE PLANTING PLAN AND DETAILS R E V I S I O N S SHEET NUMBER L90F 16 P R O J E C T N U M B E R 13-101 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. SOILS MANAGEMENT REPORT THE SOIL ANALYSIS WAS RECEIVED FROM MIDWEST LABORATORIES. THE ANALYSIS SHOWS THE SOIL TO BE LOW IN ORGANIC MATTER. THIS WILL LIMIT THE SOILS ABILITY TO STORE AND EXCHANGE NUTRIENTS ALONG WITH POOL PHYSICAL CHARACTERISTICS. SOME STABLE ORGANIC MATTER NEEDS TO BE ADDED BEFORE INSTALLATION OF PLANTING. THE pH IS 7.2. IT IS DESIRABLE TO HAVE THE pH AT 7.0 LEVEL. SOME ACIDITY SHOULD BE CONSIDERED WHEN SELECTING THE SOIL AMENDMENTS. GIVE THE NEED FOR ORGANIC MATTER AND ACIDITY, THE LIVE EARTH @ HUMATE HOIL CONDITIONER, WHICH IS A pH OF 3.0, SHOULD BE INCORPORATED INTO THE SOIL.. THE PHOSPHORUS LEVELS ARE VERY HIGH. THE NITRATE AND POTASSIUM LEVELS ARE MODERATE. CONSIDER FERTILZERS LOW IN P VALUES. SODIUM AND BORON ARE IDEAL FOR GROWING CONDITIONS. ALL OTHER MACRO AND MICRO NUTRIENTS ARE MODERATE -HIGH, SO NO OTHER NUTRIENTS ARE NEEDED AT THIS TIME. START WITH AMENDING THE SOIL WITH A HIGH QUALITY SOILS CONDITIONER. THIS WILL GIVE YOUR SOIL THE ORGANIC MATTER IT NEEDS, AND BECAUSE IT IS STABLE IT WILL BLANACE THE pH NATURALLY FOR YEAR WITH ADEQUATE MAINTENANCE. COMPLETE SITE RECOMMENDATIONS AND RATES FOR SOIL AMENDING: 1. APPLY LIVE EARTH® HUMATE SOIL CONDITIONER @500 LBS/1000 SF. SPREAD EVENLY THROUGHOUT PLANTING AREAS, DRAG OR RAKE INTO THE TOP 3 TO 4 INCHES OF SOIL. THIS SHOULD BE DONE DURING THE FINISH GRADE OPERATION. 2. APPLY LIVE EARTH@ BLITZ 8-0-8 PRODUCT AT RATE OF 25 LBS PER 1000SF. SPREAD EVENLY THROUGHOUT PLANTING AREAS IN CONJUNCTION WITH THE HUMATE SOIL CONDITIONER AND DRAG OR RAKE IN TO THE TOP 3 TO 4 INCHES OF SOIL. THIS SHOULD BE DONE DURING THE FINISH GRADE OPERATION. WATER IN AND BEGIN PLANTING. TREES AND SHRUBS ADD LIVE EARTH HUMATE SOIL CONDITIONER -45% AG GRADE @ 1 CUP FOR EACH GALLON OF PLANT'S CONTAINER SIZE AND .25 CUP OF LIVE EARTH@ BLITZ 8-0-8 PRODUCT PER PLANT GALLON SIZE BLENDED WITH THE PLANT'S BACKFILL SOIL MIX DURING THE INITIAL INSTALLATION PROCESS. INCLUDE AQUASMART PRO MOISTURE RETENTION PRODUCT INTO PLANT PITS SEE NOTE IN PLANTING NOTES. AT BEGINNING OF MAINTENANCE PERIOD, (FIRST 6 WEEKS) APPLY LIVE EARTH@ BLITZ 8-0-8 PRODUCT AT A RATE OF 12.5 LBS/1000 SF ATO ALL SHRUBS AND TREES. SIX WEEKS AFTER, APPLY LIVE EARTH@ IRON 10 15 LBS PER 1000 SF TO ALL SHRUBS AND TREES. ON-GOING POST -INSTALLATION MAINTENANCE PROGRAM - USE THE FERTIGATION UNIT TO APPLY A TANK FULL OF THE PRODUCTS BELOW EVERY 6 WEEKS. FIRST APPLY AN APPLICATION OF LIVE EARTH GREAT 8 PRODUCT, TREE PLANTING LEGEND QUANTITIES INDICATED ARE FOR THIS SHEET ABBREV. BOTANICAL NAME COMMON NAME COMMON NAME/FORM QTY WULCOS TREES LAG STIR LAGER STROEMIA INDICA GRAPE MYRTLE 24" BOX/ MULTI 1 EA L 'MUSKOGEE' LAVENDER QUE ILE QUERCUS ILEX HOLLY OAK 24" BOX/ STD 3 EA L 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'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED MATERIALS. LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE CITY'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 SHALL OBTAIN AGRICULTURAL SOILS TESTING AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION. NOTES REFER TO SHEET L11 AND L12 FOR SHRUB PLANTING PLANS. REFER TO SHEET L9 FOR PLANTING NOTES. REFER TO SHEET L9 FOR SOILS ANALYSIS AND SOIL PREPARATION RECOMMENDATIONS. REFER TO SHEETS L11 TO L16 FOR SPECIFICATIONS. TREES SHALL BE PLANTED NO CLOSER THAN TEN FEET (10') FROM UTILITIES. TREES PLANTED WITHIN FIVE FEET (6) OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER AS APPROVED BY THE CITY'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'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. CONTRACTOR SHALL THOROUGHLY MIX'AQUASMART PRO' MOISTURE RETENTION PRODUCT TO THE BACK FILL MIX IN THE PLANTING PITS OF ALL TREES, SHRUBS AND VINES USE AS FOLLOWING: 24" BOX 2.5 CUPS 5 GALLON 3 CUP 1 GALLON 2 TABLESPONS U»»...,..... wv......... ..,,:.,.. F— Q ;.: .............................................................,...-----,,,,_„,..,.......,,...»,,,,._r.,,,...........,,._, ............,::», :,,.........wM ,..,,,........ rn ......_», n.. x , tom., a ,..,,.............. ................... ... ........... »....._ m................................O „ .. „ ... »»,» ...<`..'„ r.'::..�.z;;;;;;:;:;;:::::::::r;;;;;;'::::^a:r;;;;;;:::..::::..._....,...,.._„_..,.................»,,,,,....,.....»..,»»,...,_........,,,..,..,_. v rn __,. ,_,_..,....... INDEX MAP n rn n .S" -Ido \lNo APF RIOS Wu 19 o ure SE pir MB 0 30 ote16 * 'o Q to qTF OF C p` \�� DATE JULY 1, 2016 SCALE 1"=20' 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 8CLIENT NAME PARCEL MAP # 12022 BRIMHALL AND ALLEN ROADS MEDIANS BAKERSFlELD, CA. FROELICH SIGNATURE HOMES 8501 BRIMHALL ROAD, SUITE 404 BAKERSFlELD CA 93312 PHONE (661) 664-7130 S H E E T D E S C R I P T I O N TREE PLANTING PLAN AND NOTES R E V I S I O N S SHEET N U M B ER Ll OOF 16 PROJECT NUMBER 13-101 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 1. Premium quality plant material is required for this project. No plant material will be accepted for this project unless it meets 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 rejected 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 from any plant materials without written approval from the landscape architect, the owner, and the City's representative. 4. The Developer shall conform to all City codes and requirements, including all inspections pertaining to this installation. 5. All landscape details shall be in accordance with C.O.B. standard details and as directed by the city engineer. 6. All trees shall be placed behind the line of sight as indicated on the plans. Verify with the C.O.B. or landscape architect prior to construction or tree installation. 7. Prior to the final C.Q.B. acceptance, the contractor shall apply a pre -emergent wed control as recommended by a certified pest control advisor and applied by a certified pest advisor applicator. Contact the C.O.B. for verification of application. 8. Landscape areas without an adjacent wall at rear of landscape area shall have a concrete mow strip at the back of the landscape area. Refer to C.Q.B. standard detail. 9. Contractor shall install on all landscape areas a 2" s layer of mulch: 2" redwood bark chips p supplied from a fresh water mill. Mulch shall be uniform in color and free from weeds, sawdust, seeds, constructive materials and splinters. Any dyed products will not be accepted. Contractor to provide C.O.B. samples for approval. 10. Quantities on the landscape legend may not be accurate,• the developer r shall be responsible to install all plant material as per the designed plans or as directed by the City's representative. 11. All trees under utility lines are subject to change per C.O.B. 12. All plant material shall be inspected by the C.Q.B. prior to planting. 5 6 1 RHA PEA 1 GAL 6 LAN GOL 5 GAL 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 start electrical and water service in time for construction. 2. Contractor shall 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. Contractor shall be responsible for contacting City Recreation & Parks, 661-326-3354, and Public Works, 661-326-3049, for an on-site pre -construction meeting. 5. Contractor will coordinate construction with the appropriate City inspection official so that inspections can be made at critical construction periods but in no case less than: 1) At the start of construction, 2) Prior to any back filling, 3) Prior to the installation of any plant material. 4) At the end of construction but prior to start of post -installation maintenance, and 5) At the end of post -installation maintenance period for written City acceptance. 6. Contractor will perform maintenance as identified in the specifications. All cost incurred until this time will be at the expense of the contractor. 7. Contractor is responsible for securing final written acceptance by the City of Bakersfield for this work. In no case will the contractor be released from maintenance of the irrigation system or maintenance and replacement of dead, dying, damaged, or otherwise unsuitable plant material until the City, in writing, accepts this work. 8. Contractor will field verify finished grades and verify that there is positive surface drainage in all planters, turf areas and away from all planting holes. If positive drainage does not exist notify landscape architect prior to proceeding for written authorization and instructions to proceed. 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 details. 10. All trees under utility lines are subject to change per C.O.B. 11. Contractor shall install a 6" concrete mow curb as per C.O.B. standards at each phase line and limit of construction line & a 9" mow curb between wall and turf areas 12. Provide root barriers for each tree within 6' of any existing or proposed paving or structure. 13. All plant material shall be approved by the owner's representative. 14. No planting shall be planted until the installation of the irrigation system is completed, final grades have been established, planting areas have been properly graded, and soil prepared and the work has been approved by the owner's representative. 15. Contractor shall demonstrate to the owner's representative the furnishing and installation of specified soil amendments whether a soils test is required or not. 16. Contractor is responsible for care and maintenance of any existing landscape and irrigation system during construction. 17. Contractor shall indicate irrigation sleeves by chiseling "IR" on the face at each location. 18. Prior to installation of any signage, subdivider shall submit two copies of subdivision identification sign plans to the Building Director for review and approval pursuant to BMC Section 17.60.110 (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 materials, lighting, anchorage and location of sign(s). Approval of wall plans by the Public Works Director does not include approval of any signage. MAINTENANCE PERIOD NOTES 1. The contractor shall provide all labor, materials and equipment to perform 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. 2. The contractor shall maintain the project on a continuous basis from the first day after planting is completed, until final written acceptance by the City of Bakersfield Recreation & Parks Department. 3. Cost incurred due to damage or replacement during the post -installation maintenance period shall be the responsibility of the contractor. 4. All areas including, but not limited to turf, groundcover areas, concrete w=alks and slabs shall be kept clean and free of weeds, litter, and debris. 5. Before weeds exceed two (2) inches in height, they shall be removed and disposed of off- site. Serious weeds pests (i.e. blackberry, nut sedge or bind weeds) shall be spot sprayed with a non-selective post -emergent herbicide as specified by a weed abatement company, and left in place for (7) seven days. Areas sprayed shall remain unwatered for a minimum of forty-eight (48) hours. Dead weeds shall be removed seven (7) days after application and disposed of off-site. 6. Constant diligence shall be maintained for the advent of diseases, insects, and/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 one (1) day for each day the area is out of its maintenance period. After the area has been brought up to City standard, The City will require a re -inspection by a City of Bakersfield Recreation and Parks representative. When the inspection is completed, and the area is in satisfactory condition, then, and only then, 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 of water in sufficient quantities and adjust water application to compensate for seasonal conditions. 9. (3) Three weeks prior to the conclusion of the maintenance period, the contractor shall . contact the City's representative to perform a final inspection of work. Any removed plants not in satisfactory and health condition from the site shall be replaced Y p ed with material of like kind and size and in a manner specified for original planting. If the replacement plants do not represent a similar foliage representation of the original planted material, the contractor shall replace plants with next available up-sized 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, valve 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 an "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 valves, all sprinkler heads and all plant material. The drawings shall also indicate and show approved substitutions of size material and manufacturer's name and catalog numbers. Also, (2) sets of 11 X 17 laminated "As Built" with highlighted color coded irrigation reference chart and schedule, keys to the controller, and two quick coupler valve keys with gate valve hose bib attachment, shall be submitted to the City. 11. Before the start of the maintenance period, the Contractor shall submit all unedited- invoices neditedinvoices of said Rain Bird equipment to the City of Bakersfield Recreation & Parks representative for their Maxicom Dollar Fund. NOTES REFER TO SHEET L9 AND L10 FOR TREE PLANTING PLANS. REFER TO SHEET L9 FOR PLANTING NOTES. REFER TO SHEET L9 FOR SOILS ANALYSIS AND SOIL PREPARATION RECOMMENDATIONS. REFER TO SHEETS L11 TO L16 FOR SPECIFICATIONS. 5 ART CAS5 ART AS 5 ART CAS 5+1ART CAS 5 ART CAS 5 ART CAS 10 RHA PER 8 RHA PER ».,. 5 GAL 1 GAL 1 GAL 1 GAL GAL 1 GAL 1 GAL ....... ,...... , .::......::. II\')__�•)l°X-> ( - V •�l•1I- Q11e A- o . Vn . 5 1 ART CAS................:..........:::�,,...:>::.:_._:..........,,._...,.,:,,,,.,,. X 1 GAL 8 RHA PEA g 1 LAN GOL 8 RHA PEA 1 GAL 15 GAL 1 GAL BRIMHALL ROAD 14 1 LAN GOL 1 GAL w_.... IN w._.._, ................. .......w..,.., .......... ... SHRUB PLANTING LEGEND QUANTITIES INDICATED ARE FOR THIS SHEET 1 11-20' DRAWN BY ABBREV. BOTANICAL NAME COMMON NAME SIZE QTY WULCOS SHRUBS ART CAS ARTEMISIA WORM WOOD 5 GAL. 40 EA L 'POWIS CASTLE' LAN GOL LANTANA'NEW GOLD' LANTANA 5 GAL. 38 EA L RHA PEA RHAPHIOLRPIS 'ORIENTAL ORIENTAL PEARL 5 GAL. 40 EA M PEARL' CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES. INDEX MAP �KNDSCApF RIOS N 9� 0 4tS M R 302016 xpj 10 ate `Jl Dt q�F OF CA`\�� DATE JULY 1, 2016 S C A L E 1 11-20' 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 rxoJEcr a CLIENT NAME PARCEL MAP # 12022 BRIMHALL AND ALLEN ROADS MEDIANS BAKERSFIELD, CA. - - FROELICH SIGNATURE HOMES 8501 BRIMHALL ROAD, SUITE 404 BAKERSFIELD CA 93312 PHONE (661) 664-7130 SHEET DESCRIPTIO N SHRUB PLANTING PLAN AND NOTES R E V I S I O N S S H E E T N U M BE R Ll I OF 16 P R O J E C T N U M B E R 13-101 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR " U 0COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. SHRUB PLANTING LEGEND QUANTITIES INDICATED ARE FOR THIS SHEET 1"-20' DRAWN BY .1R CHECKED BY MER ABBREV. BOTANICAL NAME COMMON NAME COMMON NAME QTY WULCOS SHRUBS ART CAS ARTIMESIA'POWIS CASTLE WORMWOOD 5 GAL. 20 EA L LAN GOL LANTANA'NEW GOLD' LANTANA 5 GAL. 11 EA L RHA PEA RHAPHIOLRPIS INDIAN HAWTHORNE 5 GAL. 18 EA M 'ORIENTAL PEARL' CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES. I NOTES REFER TO SHEET L9 AND L10 FOR TREE PLANTING PLANS. REFER TO SHEET L9 FOR PLANTING NOTES. REFER TO SHEET L9 FOR SOILS ANALYSIS AND SOIL PREPARATION RECOMMENDATIONS. REFER TO SHEETS L11 TO L16 FOR SPECIFICATIONS. ,___,___,_ __..m ..... .,... 6, ,, , „ ,._._.................. ... ........_,_.,,.,.....,,.,.,.,......,,...... wmp& �N"DSCAPF BIOSrTl W ignoture S M ER 30 2016 x o ote `1l D to 9jF OF CA�F�� DATE JULY 1, 2016 S CA L E 1"-20' DRAWN BY .1R CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECtB CLIENT NAME PARCEL MAP # 12022 BRIMHALL AND ALLEN ROADS MEDIANS BAKERSFIELD, CA. FROELICH SIGNATURE HOMES 8501 BRIMHALL ROAD, SUITE 404 BAKERSFIELD CA 93312 PHONE (661 ) 664-7130 SHEET DESCRIPTIO N SHRUB PLANTING PLAN R E V I S I O N S SHEET N U M B ER L120F 16 PROJECT NUMBER 13-101 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 CONDITIONS ' 1. DEFINITIONS A. WORDS USED HEREIN IN THE MASCULINE GENDER INCLUDE THE FEMININE AND NEUTER, AND VICE VERSA; THE SINGULAR NUMBER INCLUDES THE PLURAL, AND THE PLURAL THE SINGULAR. THE WORD "PERSON" INCLUDES A CORPORATION, ASSOCIATION OR PARTNERSHIP. B. UNLESS OTHERWISE SPECIFICALLY DEFINED HEREIN, OR UNLESS THE CONTEXT REQUIRES A DIFFERENT MEANING, ALL WORDS, ABBREVIATIONS, SYMBOLS, TERMS AND PHRASES HAVING A WELL KNOWN OR TECHNICAL MEANING SHALL BE SO CONSTRUED. C. WHENEVER IN THESE SPECIFICATIONS, OR IN ANY DOCUMENTS OR INSTRUMENTS WHERE THESE SPECIFICATIONS GOVERN, THE FOLLOWING TERMS ARE USED, THE INTENT AND MEANING THEREOF SHALL BE AS FOLLOWS: CONTRACT - REPRESENTS THE ENTIRE AND INTEGRATED AGREEMENT BETWEEN THE CITY AND THE CONTRACTOR. THE CONTRACT DOCUMENTS FORM THE CONTRACT FOR CONSTRUCTION. CONTRACT DOCUMENTS - THESE SPECIFICATIONS, THE DRAWINGS, ADDENDA ISSUED PRIOR TO EXECUTION OF THE CONTRACT, AND THE CONTRACT BETWEEN THE CITY AND THE CONTRACTOR. CONTRACTOR - THE PERSON OR ENTITY WHOSE BID IS ACCEPTED AND TO WHOM THE CONTRACT IS AWARDED. LANDSCAPE ARCHITECT - THE PROFESSIONAL SERVICES FIRM WHO PREPARED THE PROJECT DRAWINGS AND SPECIFICATIONS FOR THE CITY. CITY - IS THE PERSON OR ENTITY IDENTIFIED AS SUCH IN THE CONTRACT. WORK - THE TERM "WORK" OR "PROJECT" MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS AND INCLUDES PROVIDING ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE THE WORK IN A SATISFACTORY MANNER. 2. CONSTRUCTION PROCEDURE CONTRACTOR SHALL NOT BE RELIEVED OF OBLIGATIONS TO PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS EITHER BY ACTIVITIES OR DUTIES OF THE CITY, LANDSCAPE R BY ARCHITECT,O TESTS INSPECTIONS O S OR APPROVALS REQUIRED OR PERFORMED BY PERSONS OTHER THAN THE T CONTRA COR. 3. NON -ASSIGNABILITY NEITHER THE CONTRACT THAT MAY BE AWARDED, NOR ANY OF THE MONIES THAT MAY BECOME DUE TO THE CONTRACTOR UNDER SUCH CONTRACT, MAY BE ASSIGNED BY SAID CONTRACTOR WITHOUT THE WRITTEN CONSENT OF THE CITY. 4. SERVICE OF NOTICE THE DELIVERY OR MAILING OF ANY NOTICE, INSTRUCTION, CLAIM OR PROTEST, OR OTHER WRITTEN COMMUNICATIONS, PERSONALLY TO THE CONTRACTOR OR TO THE CITY, SHALL CONSTITUTE SERVICE THEREOF UPON THE CONTRACTOR, OR THE CITY, RESPECTIVELY. 5. SUBCONTRACTS A. CONTRACTOR SHALL SET FORTH IN THE BID THE NAME AND THE LOCATION OF EACH SUBCONTRACTOR WHO WILL PERFORM WORK OR LABOR OR RENDER SERVICE TO THE CONTRACTOR IN OR ABOUT THE CONSTRUCTION OF THE WORK. B. CONTRACTOR MUST HAVE THE WRITTEN CONSENT OF THE CITY TO SUBSTITUTE A SUBCONTRACTOR OTHER THAN THAT DESIGNATED IN THE BID. 6. BONDS AND INSURANCE A. BEFORE EXECUTION OF THE CONTRACT WITH THE CITY, THE CONTRACTOR SHALL FILE WITH THE CITY SURETY BONDS AND APPLICABLE PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE SATISFACTORY TO THE CITY IN THE AMOUNTS AND FOR THE PURPOSES SPECIFIED IN THE CONTRACT. BONDS SHALL BE DULY EXECUTED BY A RESPONSIBLE CORPORATE SURETY, AUTHORIZED TO ISSUE SUCH BONDS IN THE APPLICABLE STATE OF THE PROJECT AND SECURED THROUGH AN AUTHORIZED AGENT. CONTRACTOR SHALL PAY ALL BOND PREMIUMS, COSTS AND INCIDENTALS. B. CHANGES IN THE WORK, OR EXTENSIONS OF TIME, MADE PURSUANT TO THE CONTRACT, SHALL IN NO WAY RELEASE THE CONTRACTOR OR SURETY FROM THEIR OBLIGATIONS. 7. DRAWINGS AND SPECIFICATIONS A. THE CONTRACTOR SHALL KEEP AT THE PROJECT SITE A COPY OF THE DRAWINGS AND SPECIFICATIONS. IN THE EVENT A DISCREPANCY EXISTS BETWEEN FIGURES AND/OR DRAWINGS, THE DISCREPANCY SHALL BE IMMEDIATELY SUBMITTED TO THE CITY FOR CLARIFICATION. ANY ADJUSTMENT MADE BY THE CONTRACTOR WITHOUT OBTAINING SUCH CLARIFICATION FROM THE CITY SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE AND BE SUBJECT TO REMOVAL IF SAID ADJUSTMENT DOES NOT MEET THE APPROVAL OF THE CITY. B. THE CONTRACT DOCUMENTS, AS DEFINED HEREIN, ARE INTENDED TO BE READ TOGETHER TO DESCRIBE A COMPLETE AND FINISHED PIECE OF WORK, INCLUDING ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE PROPER EXECUTION OF THE PROJECT. ANYTHING IN THE SPECIFICATIONS AND NOT ON THE DRAWINGS, OR ON THE DRAWINGS AND NOT IN THE SPECIFICATIONS, SHALL BE AS THOUGH SHOWN OR MENTIONED IN BOTH. 8. SHOP DRAWINGS OR PRODUCT DATA AND SAMPLES A. SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND SIMILAR SUBMITTALS ARE NOT CONTRACT DOCUMENTS. THE PURPOSE OF THEIR SUBMITTALS IS TO DEMONSTRATE FOR THOSE PORTIONS OF THE WORK FOR WHICH SUBMITTALS ARE REQUIRED THE WAY THE CONTRACTOR PROPOSES TO CONFORM TO THE INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE DRAWINGS. B. THE CONTRACTOR SHALL REVIEW, APPROVE, AND SUBMIT SUCH SUBMITTALS REQUIRED BY THE CONTRACT DOCUMENTS WITH REASONABLE PROMPTNESS AND IN SUCH SEQUENCE OR TO CAUSE NO DELAY IN THE WORK. C. THE LANDSCAPE ARCHITECT'S REVIEW OF SUCH SUBMITTALS IS FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. REVIEW OF SUCH SUBMITTALS IS NOT CONDUCTED FOR THE PURPOSE OF DETERMINING ACCURACY AND COMPLETENESS OF OTHER DUTIES SUCH AS DIMENSIONS AND QUANTITIES, OR FOR SUBSTANTIATING INSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF EQUIPMENT OR SYSTEMS, ALL OF WHICH REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. D. THE LANDSCAPE ARCHITECT'S REVIEW SHALL NOT CONSTITUTE APPROVAL OF SAFETY PRECAUTIONS OR, OF ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. 9. SUBSURFACE DATA WHERE INVESTIGATIONS OF SITE CONDITIONS HAVE BEEN MADE INCLUDING SUBSURFACE CONDITIONS IN AREAS WHERE WORK IS TO BE PERFORMED UNDER THE CONTRACT, SUCH INVESTIGATIONS ARE MADE ONLY FOR THE PURPOSE OF STUDY AND DESIGN. ALL SOIL AND GEOLOGICAL TEST HOLE DATA, WATER TABLE ELEVATIONS AND AGRICULTURAL SUITABILITY SOIL ANALYSES APPLY ONLY AT THE LOCATIONS OF THE TEST AND TO THE DEPTHS INDICATED. 10. CHANGE ORDERS A. THE CITY MAY AT ANY TIME PRIOR TO ACCEPTANCE OF THE WORK, BY WRITTEN ORDER TO CONTRACTOR AND WITHOUT NOTICE TO SURETIES, INCREASE OR DECREASE THE ESTIMATED QUANTITY OF WORK OR MATERIAL, MAKE ALTERATIONS, DEVIATIONS, ADDITIONS TO OR OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS, AND MAKE CHANGES IN THE PROJECT AS MAY BE DEEMED NECESSARY OR ADVISABLE, WITHIN THE GENERAL SCOPE THEREOF. B. NO CLAIM FOR ADDITIONAL WORK OR MATERIAL WILL BE ALLOWED UNLESS SUPPORTED BY A WRITTEN CHANGE ORDER SIGNED BY THE CITY AND THE CONTRACTOR STATING THEIR AGREEMENT UPON ALL OF THE FOLLOWING: - CHANGE IN THE WORK. - AMOUNT OF THE ADJUSTMENT IN THE CONTRACT SUM; AND - EXTENT OF THE ADJUSTMENT IN THE CONTRACT TIME, IF ANY. 11. CONTROL OF MATERIALS 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 BE MANUFACTURED, HANDLED, AND USED IN A WORKMANLIKE MANNER. B. ALL MATERIALS SHALL BE SUBJECT TO RIGID INSPECTION AND IF, IN THE OPINION OF THE CITY THE SAME DO NOT COMPLY WITH THE CONTRACT DOCUMENTS, SAID MATERIALS SHALL BE REJECTED AND IMMEDIATELY REMOVED FROM THE PREMISES AT THE EXPENSE OF THE CONTRACTOR. C. MANUFACTURERS WARRANTIES, GUARANTIES, INSTRUCTIONS SHEETS AND PARTS LISTS, WHICH ARE FURNISHED WITH CERTAIN ARTICLES OR MATERIALS INCORPORATED IN THE WORK, SHALL BE DELIVERED TO THE CITY PRIOR TO ACCEPTANCE OF THE WORK. 12. SAMPLES AND TESTS THE CONTRACTOR SHALL FURNISH SUCH SAMPLES OF ALL MATERIALS AS REQUESTED BY THE OWNER WITHOUT CHARGE. LABOR AND EQUIPMENT NECESSARY FOR THE FURNISHING OF SUCH SAMPLES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 13. SUBSTITUTION OR EQUIVALENTS A. FOR CONVENIENCE IN DESIGNATION ON THE DRAWINGS OR IN THE SPECIFICATIONS, CERTAIN ARTICLES OR MATERIALS TO BE INCORPORATED IN THE WORK MAY BE DESIGNATED UNDER A TRADE NAMER THE HE NAME OF A MANUFACTURER AND CATALOGUE NUMBER. SUBJECT TO APPROVAL BY THE CITY OR LANDSCAPE ARCHITECT, AN ALTERNATIVE ARTICLE OR MATERIAL MAY BE UTILIZED. B. THE BURDEN OF PROOF AS TO THE QUALITY AND SUITABILITY OF ALTERNATIVES SHALL BE UPON THE CONTRACTOR. 14. CERTIFICATES OF COMPLIANCE WHEN REQUESTED, CONTRACTOR SHALL FURNISH THE CITY WITH A CERTIFICATE OF COMPLIANCE WHICH INDICATES THAT: (a) PLANTS WERE INSTALLED AS SPECIFIED. (b) THE IRRIGATION SYSTEM WAS INSTALLED AS SPECIFIED. (c) AN IRRIGATION AUDIT HAS BEEN PERFORMED. (d) OTHER CRITERIA OF THE ORDINANCE HAS BEEN MET ALONG WITH A LIST OF ANY OBSERVED DEFICIENCIES. THE FOLLOWING SHALL BE SUBMITTED WITH THE CERTIFICATE OF COMPLIANCE: (a) IRRIGATION SCHEDULE. (b) LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. (c) LANDSCAPE IRRIGATION AUDIT SCHEDULE. (d) IRRIGATION AUDIT REPORT. 15. SUFFICIENCY OF TIME SHOULD THE CONTRACTOR BE OBSTRUCTED OR DELAYED IN THE PROSECUTION OR COMPLETION OF THE PROJECT BY THE ACT, NEGLECT, DELAY OR DEFAULT OF THE CITY, OR AS A RESULT OF STRIKES, FIRE, FLOOD, LIGHTING, STORMS OR EARTHQUAKES, OR BY UNAVOIDABLE CALAMITY, OR OTHER UNFORESEEN CAUSES THAT IN THE OPINION OF THE CITY, ARE BEYOND THE CONTROL OF THE CONTRACTOR, THEN THE CITY MAY CONSIDER AN EXTENSION OF TIME FOR THE COMPLETION OF THE PROJECT. 16. STOPPAGE OF WORK AND ANNULMENT OF CONTRACT A. IF THE CONSTRUCTION OF THE PROJECT BE ABANDONED BY THE CONTRACTOR, OR IF AT ANY TIME THE CITY SHALL BE OF THE OPINION THAT THE PERFORMANCE OF THE CONTRACT IS UNNECESSARILY OR UNREASONABLY DELAYED, OR THAT THE CONTRACTOR IS WILLFULLY VIOLATING ANY OF THE CONDITIONS OR COVENANTS OF THE CONTRACT, THE CITY MAY NOTIFY THE CONTRACTOR NOT TO RESUME OR TO DISCONTINUE, AS THE CASE MAY BE, ALL WORK OR ANY PART THEREOF CONTEMPLATED UNDER THE CONTRACT BY A WRITTEN NOTICE SERVED UPON CONTRACTOR. THE CITY SHALL CHARGE THE EXPENSE OF SUCH EQUIPMENT, LABOR AND MATERIALS, PLUS TEN PERCENT (10%) OF THE COST THEREOF, FOR ADMINISTRATIVE EXPENSE AGAINST ANY SUMS OF MONEY DUE OR TO BECOME DUE THE CONTRACTOR, OR AGAINST THE SURETIES TO THE EXTENT OF THEIR LIABILITY. B. IN LIEU OF THE FOREGOING PROVISIONS TO SUSPEND THE CONTRACT, THE CITY MAY PAY THE CONTRACTOR FOR THE COMPLETED PORTIONS OF THE PROJECT ACCORDING TO THE PROVISIONS OF THE CONTRACT AND MAY TREAT THE PORTIONS REMAINING UNCOMPLETED AS IF SAID PORTIONS HAD NEVER BEEN INCLUDED OR CONTEMPLATED BY THE CONTRACT. 17. TEMPORARY SUSPENSION OF WORK THE CITY MAY ORDER THE CONTRACTOR TO SUSPEND THE WORK ON THE PROJECT WHOLLY OR IN PART FOR SUCH PERIOD OF TIME AS MAY BE DEEMED NECESSARY DUE TO UNSUITABLE WEATHER OR TO SUCH OTHER CONDITIONS AS MAY BE CONSIDERED UNFAVORABLE FOR THE SUITABLE PROSECUTION OF THE WORK. WORK SHALL BE RESUMED WHEN CONDITIONS ARE FAVORABLE OR WHEN THE METHODS HAVE BEEN CORRECTED, AS DIRECTED AND APPROVED IN WRITING BY THE CITY. 18. LAWS TO BE OBSERVED THE CONTRACTOR SHALL BE FULLY INFORMED OF ALL STATE AND NATIONAL LAWS AND MUNICIPAL ORDINANCES OR REGULATIONS WHICH IN ANY MANNER AFFECT THOSE ENGAGED OR EMPLOYED IN THE WORK, OR THE MATERIALS USED IN THE WORK, OR WHICH IN ANY WAY AFFECT THE CONDUCT OF THE WORK, AND OF ALL SUCH ORDERS AND DECREES OF BODIES OR TRIBUNALS HAVING ANY JURISDICTION OR AUTHORITY OVER THE SAME. 19. LABOR CONDITIONS CONTRACTOR SHALL COMPLY WITH APPLICABLE FEDERAL AND STATE PROVISIONS OF THE LABOR CODE AND FAIR EMPLOYMENT PRACTICES. 20. INDEMNIFICATION A. TO THE FULLEST EXTENT PERMITTED BY LAW, THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE CITY, LANDSCAPE ARCHITECT, LANDSCAPE ARCHITECT'S CONSULTANTS, AND AGENTS AND EMPLOYEES OF ANY OF THEM FROM AND AGAINST CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEYS' FEES, ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE WORK, PROVIDED THAT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN WORK ITSELF) INCLUDING LOSS OF USE RESULTING THEREFROM, BUT ONLY TO THE EXTENT CAUSED IN WHOLE OR IN PART BY NEGLIGENT ACTS OR OMISSIONS OF THE CONTRACTOR, A SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM OR ANYONE FOR WHOSE ACTS THEY MAY BE LIABLE, REGARDLESS OF WHETHER OR NOT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. SUCH OBLIGATION SHALL NOT BE CONSTRUED TO NEGATE, ABRIDGE, OR REDUCE OTHER RIGHTS OR OBLIGATIONS OF INDEMNITY WHICH WOULD OTHERWISE EXIST AS TO A PARTY OR PERSON DESCRIBED IN THIS SECTION. B. IN CLAIMS AGAINST ANY PERSON OR ENTITY INDEMNIFIED UNDER THIS SECTION BY AN EMPLOYEE OF THE CONTRACTOR, A SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM OR ANYONE FOR WHOSE ACTS THEY MAY BE LIABLE, THE INDEMNIFICATION OBLIGATION UNDER THIS SECTION SHALL NOT BE LIMITED BY A LIMITATION ON AMOUNT OR TYPE OF DAMAGES, COMPENSATION OR BENEFITS PAYABLE BY OR FOR THE CONTRACTOR OR A SUBCONTRACTOR UNDER WORKER'S COMPENSATION ACTS, DISABILITY BENEFIT ACTS OR OTHER EMPLOYEE BENEFIT ACTS. C. THE OBLIGATIONS OF THE CONTRACTOR UNDER THIS SECTION SHALL NOT EXTEND TO THE LIABILITY OF THE LANDSCAPE ARCHITECT, THE LANDSCAPE ARCHITECT'S CONSULTANTS, AND AGENTS AND EMPLOYEES OF ANY OF THEM ARISING OUT OF (1) THE PREPARATION OR APPROVAL OF MAPS, DRAWINGS, OPINIONS, REPORTS, SURVEYS, CHANGE ORDERS, DESIGNS OR SPECIFICATIONS, OR (2) THE GIVING OF OR THE FAILURE TO GIVE DIRECTIONS OR INSTRUCTIONS BY THE LANDSCAPE ARCHITECT, THE LANDSCAPE ARCHITECT'S CONSULTANTS, AND AGENTS AND EMPLOYEES OF ANY OF THEM PROVIDED SUCH GIVING OR FAILURE TO GIVE IS THE PRIMARY CAUSE OF THE INJURY OR DAMAGE. 21. SAFETY OF PERSONS AND PROPERTY A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT. B. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS FOR SAFETY OF, AND SHALL PROVIDE REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO: EMPLOYEES ON THE WORK AND OTHER PERSONS WHO MAY BE AFFECTED THEREBY; THE WORK AND MATERIALS AND EQUIPMENT TO BE INCORPORATED THEREIN,WHETHER IN STORAGE ON OR OFF THE SITE, UNDER CARE, CUSTODY OR CONTROL OF THE CONTRACTOR OR THE CONTRACTOR'S SUBCONTRACTORS; AND OTHER PROPERTY AT THE SITE OR ADJACENT THERETO, SUCH AS TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES AND UTILITIES NOT DESIGNATED FOR REMOVAL, RELOCATION OR REPLACEMENT IN THE COURSE OF CONSTRUCTION. C. THE CONTRACTOR SHALL GIVE NOTICES AND COMPLY WITH APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING ON SAFETY OF PERSONS OR PROPERTY OR THEIR PROTECTION FROM DAMAGE, INJURY OR LOSS. D. THE CONTRACTOR SHALL SO CONDUCT OPERATIONS AS TO OFFER THE LEAST POSSIBLE OBSTRUCTION AND INCONVENIENCE TO THE PUBLIC. THE CONTRACTOR SHALL HAVE UNDER CONSTRUCTION NO GREATER AMOUNT OF WORK THAN CAN BE PERFORMED PROPERLY WITH DUE REGARD TO THE RIGHTS OF THE PUBLIC. 22. PROJECT SITE MAINTENANCE A. THROUGHOUT ALL PHASES OF CONSTRUCTION, AND UNTIL ACCEPTANCE OF THE WORK, THE CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. B. COSTS INCURRED DUE TO CLEANUP OPERATIONS SHALL BE AS INCLUDED IN THE PRICES BID FOR THE VARIOUS ITEMS OF WORK AND NO SEPARATE PAYMENT WILL BE MADE THEREFOR. 23. AIR POLLUTION CONTRACTOR SHALL COMPLY WITH ALL AIR POLLUTION CONTROL RULES, REGULATIONS, ORDINANCES AND STATUTES WHICH APPLY TO ANY WORK PERFORMED PURSUANT TO THE CONTRACT AND SHALL NOT DISCHARGE SMOKE, DUST OR ANY OTHER AIR CONTAMINANTS INTO THE ATMOSPHERE IN SUCH QUANTITY AS WILL VIOLATE THE REGULATIONS OF ANY LEGALLY CONSTITUTED AUTHORITY. 24. NOISE CONTROL CONTRACTOR SHALL COMPLY WITH ALL LOCAL SOUND CONTROL AND NOISE LEVEL REGULATIONS AND ORDINANCES WHICH APPLY TO ANY WORK PERFORMED PURSUANT TO THE CONTRACT, AND SHALL MAKE EVERY EFFORT TO CONTROL AN UNDUE NOISE RESULTING FROM THE CONSTRUCTION OPERATION. 25. PESTICIDES/HERBICIDES CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE DEPARTMENT OF FOOD AND AGRICULTURE, THE DEPARTMENT OF HEALTH, THE DEPARTMENT OF INDUSTRIAL RELATIONS AND ALL OTHER AGENCIES WHICH GOVERN THE USE OF PESTICIDES/HERBICIDES REQUIRED IN THE PERFORMANCE OF THE WORK. 26. DUST CONTROL THE CONTRACTOR SHALL ABATE DUST NUISANCE BY CLEANING, SWEEPING AND SPRINKLING WITH WATER, OR OTHER MEANS AS NECESSARY, AND SHALL SAVE THE CITY FREE AND HARMLESS FROM ANY CLAIM FOR LOSS OR DAMAGE SUSTAINED BY OTHERS AND RESULTING FROM OPERATIONS ON THE PROJECT SITE. 27. UTILITIES WHEN PLACING CONCRETE AROUND OR CONTIGUOUS TO ANY UTILITY, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR COSTS TO FURNISH AND INSTALL A CUSHION OF EXPANSION JOINT MATERIAL, CLEAR OPENING OR SLEEVE, OR BY OTHER SUITABLE MEANS SHALL PREVENT EMBEDMENT IN OR BONDING WITH THE CONCRETE. 28. PATENTS AND ROYALTIES THE CONTRACTOR SHALL ABSORB IN ITS BID, THE PATENT FEES OR ROYALTIES ON ANY PATENTED ARTICLE OR PROCESS WHICH MAY BE FURNISHED OR USED IN THE WORK. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE CITY HARMLESS FROM ANY LEGAL ACTIONS THAT MAY BE BROUGHT FROM INFRINGEMENT OF PATENTS. 29. PAYMENTS A. THE CONTRACT SUM IS STATED IN THE CONTRACT AND, INCLUDING AUTHORIZED ADJUSTMENTS, IS THE TOTAL AMOUNT PAYABLE BY THE CITY TO THE CONTRACTOR FOR PERFORMANCE OF THE WORK UNDER THE CONTRACT DOCUMENTS. B. BEFORE THE FIRST APPLICATION FOR PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE CITY A SCHEDULE OF VALUES ALLOCATED TO VARIOUS PORTIONS OF THE WORK, PREPARED IN SUCH FORM AND SUPPORTED BY SUCH DATA TO SUBSTANTIATE ITS ACCURACY AS THE OWNER MAY REQUIRE. THIS SCHEDULE, UNLESS OBJECTED TO BY THE CITY SHALL BE USED AS A BASIS FOR REVIEWING THE CONTRACTOR'S APPLICATIONS FOR PAYMENT. \,pNDSCApF RIOS co ?�o W n cx- -i Q `1l D to �F OF D A T E JULY 1, 2016 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 PARCEL MAP # 12022 BRIMHALL AND ALLEN ROADS MEDIANS BAKERSFIELD, CA. FROELICH SIGNATURE HOMES 8501 BRIMHALL ROAD, SUITE 404 BAKERSFIELD CA 93312 PHONE (661) 664-7130 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 SHEET NUMBER L130F 16 END OF SECTION P R O J E C T N U M BE R 13-101 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C 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, PSI, AND ELECTRICAL SUPPLY 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. O 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 INDICATED ON THE DRAWINGS, SHALL BE 86% RED BRASS, AMERICAN NATIONAL STANDARDS INSTITUTE, SCHEDULE 40 SCREWED PIPE, CONFORMING TO FEDERAL SPECIFICATIONS WW -P-351. 2. FITTINGS SHALL BE MEDIUM BRASS, SCREWED 125 POUND CLASS, CONFORMING TO FEDERAL SPECIFICATIONS WW -P-460. 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. ---- V 1"C- f" VC PIPE n� UVR-P VC PIPE, WHERE INDICATED OIN THE DRAWINGS -,-SHALL BE.ULTRA - VIlJLET"f1EJIST-AIt4T,-,SCHEDULE-40.......... PVC PIPE. FIT TINGS SHALL BE UVR-PVC-FITT ING.S..._...............' ___...............___---------.__...,' -.................. ..--............ .... I. BACKFLOW PREVENTION UNIT BACKFLOW PREVENTION UNIT SHALL BE FACTORY ASSEMBLED AND SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL BACKFLOW PREVENTION UNIT AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. 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 BROOKS, FRASER, AMETEK, 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 STAMPING "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 QUICK COUPLING VALVES SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL QUICK COUPLER VALVES AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, WITH A MOLDED VINYL OR THERMOPLASTIC RUBBER LOCKING YELLOW COVER. COUPLER KEYS AND HOSE ELLS SHALL BE OF THE SAME MANUFACTURER AS THE VALVE. M. ANTI -DRAIN VALVES WHERE INDICATED ON THE DRAWINGS, AND AS NEEDED FOR FIELD CONDITIONS, ANTI -DRAIN VALVES SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. ANTI -DRAIN VALVES SHALL BE LINE -SIZED AND INSTALLED ON THE RISER DIRECTLY UNDER THE IRRIGATION HEADS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. N. REMOTE CONTROL VALVES REMOTE CONTROL VALVES SHALL BE SOLENOID ACTIVATED, OF THE TYPE, MANUFACTURER AND SIZE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL REMOTE CONTROL VALVES AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 0. CONTROLLERS AND WIRING 1. CONTROLLER SHALL BE OF THE TYPE AND MANUFACTURER AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL CONTROLLER AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. CONNECTIONS BETWEEN THE CONTROLLER AND THE REMOTE CONTROL VALVES SHALL BE MADE WITH 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 FEEDER CABLE, U.L. APPROVED. 3. AS PRACTICAL, PILOT WIRES SHALL BE A DIFFERENT COLOR FOR EACH VALVE. COMMON WIRES SHALL BE WHITE WITH A DIFFERENT COLOR STRIPE FOR EACH AUTOMATIC CONTROLLER. 4. WIRE SHALL BE BURIED A MINIMUM OF EIGHTEEN INCHES (18") IN DEPTH AND WHENEVER POSSIBLE SHALL OCCUPY THE SAME TRENCH AS THE MAINLINE; BUNDLED AND SECURED TO IRRIGATION PIPELINES AT TEN FOOT (10') INTERVALS WITH PLASTIC ELECTRICAL TAPE, PROVIDING SUFFICIENT SLACK FOR EXPANSION AND CONTRACTION. 5. ------- WIRE FOR SLOPE SYSTEMS SHALL BE INSTALLED IN A UVR PVC SLEEVE LAID ADJACENT TO THE OWGRADE ............ ....P IP ES....... 6. PROVIDE A SEPARATE GROUND WIRE FOR EACH CONTROLLER. 7. AN EXPANSION CURL SHALL BE PROVIDED WITHIN THREE FEET (3') OF EACH WIRE CONNECTION AND CHANGE OF DIRECTION, AND AT LEAST EVERY 100 FEET OF WIRE LENGTH ON LONGER RUNS. 8. ALL SPLICES SHALL BE MADE WITH SCOTCH-LOK #3576 CONNECTOR SEALING PACKS, RAIN BIRD PEN-TITE, SEARS DS -400 WIRE CONNECTORS, 3M DBY WIRE SEALING PACKS, OR APPROVED EQUAL. USE ONE (1) SPLICE PER CONNECTOR SEALING PACK. WIRE SPLICES SHALL BE LOCATED IN PULL BOXES SET ONE INCH (1 ") ABOVE FINISH GRADE. 9. FIELD SPLICES BETWEEN THE CONTROLLER AND REMOTE CONTROL VALVES WILL NOT BE PERMITTED. 10. INSTALL A SPARE CONTROL WIRE OF A DIFFERENT COLOR ALONG ENTIRE MAINLINE. LOOP THIRTY-SIX INCHES (36") EXCESS WIRE INTO EACH SINGLE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES. P. IRRIGATION HEADS 1. IRRIGATION HEADS SHALL BE OF THE MANUFACTURER, SIZE, TYPE, AND RATE OF PRECIPITATION WITH THE DIAMETER (OR RADIUS) OF THROW, PRESSURE, AND DISCHARGE AS SPECIFIED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ...2 ............ RISER -UNITS SHALL -BE ORIENTED PERPENDICULAR -TO THE FINISH GRADI=_i►'i►'ITH NIPPLES OF THE SAME SIZE AS THE RISER OPEN-I,NG I -N THE IRRIGATION HEAD -.- 3. SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM SHOWN ON THE DRAWINGS AND IN NO CASE EXCEED THE MAXIMUM SPACING RECOMMENDED BY THE MANUFACTURER. Q. INSTALLATION 1. PIPE SHALL BE CUT SQUARE AND THE ENDS REAMED OUT TO THE FULL INSIDE DIAMETER OF THE PIPE AND THOROUGHLY CLEANED OF DIRT, DUST AND MOISTURE BEFORE INSTALLATION. 2. PVC PIPE SHALL BE PROTECTED FROM TOOL DAMAGE DURING ASSEMBLY. PLASTIC PIPE WHICH HAS BEEN 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 EXPOSED TO WATER FOR TWENTY-FOUR (24) HOURS AFTER SOLVENT -WELD JOINTS ARE COMPLETED. 4. TRENCHES SHALL BE OF OPEN VERTICAL CONSTRUCTION TO APPROPRIATE DEPTHS AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. PVC PIPE SHALL BE LAID ON NATIVE GRADE OR CERTIFIED COMPACTED SUBGRADE, FREE OF ROCKS OR SHARP -EDGED OBJECTS AND SNAKED FROM SIDE TO SIDE IN THE TRENCH TO ALLOW FOR EXPANSION AND CONTRACTION. 5. TEFLON TAPE SHALL BE USED ON ALL THREADED PVC TO PVC AND ON ALL THREADED PVC TO METAL JOINTS. 6. BRASS PIPE AND FITTINGS SHALL BE ASSEMBLED USING TEFLON DOPE, APPLIED TO THE MALE THREADS ONLY. 7. GALVANIZED PIPE THREADS SHALL BE CUT WITH CLEAN, SHARP DIES, CONFORMING TO AMERICAN STANDARDS ASSOCIATION SPECIFICATION. MALE PIPE THREADS SHALL BE COATED WITH A NON-TOXIC, NON -HARDENING, NON -CORROSIVE JOINT COMPOUND. 8. GALVANIZED PIPE OR ULTRA -VIOLET RESISTANT (UVR) PVC INSTALLED ON GRADE SHALL BE ANCHORED AT INTERVALS NOT TO EXCEED TEN FEET (10'), WITH #4 REBAR, WITH A "J" HOOKED RADIUS. 9. RUBBER RING SEAL JOINT: A. USE FACTORY -MADE MALE END OR PREPARE FIELD -CUT MALE END TO EXACT SPECIFICATIONS OF FACTORY -MADE END. B. CAREFULLY CLEAN BELL OR COUPLING AND INSERT RUBBER RING WITHOUT LUBRICANT. POSITION RING CAREFULLY ACCORDING TO MANUFACTURERS RECOMMENDATIONS. C. LUBRICATE MALE END ACCORDING TO MANUFACTURERS RECOMMENDATIONS AND INSERT MALE END TO SPECIFIED DEPTH. USE HANDS ONLY WHEN INSERTING PVC PIPE. D. THRUST BLOCKS SHALL BE PROVIDED WHERE NECESSARY TO RESIST SYSTEM PRESSURE ON RING-TITE PIPE AND FITTINGS. BLOCKS SHALL BE CONCRETE AND THE SIZE SHALL BE BASED ON AN AVERAGE SOIL SAFE BEARING LOAD OF 1000 POUNDS PER SQUARE FOOT. E. FORM THRUST BLOCKS IN SUCH A MANNER THAT CONCRETE COMES IN CONTACT ONLY WITH THE FITTINGS. THRUST BLOCKS SHALL BE BETWEEN SOLID SOIL AND THE FITTING. 10. IRRIGATION LINES AND CONTROL WIRING SHALL BE INSTALLED UNDER PAVING IN SEPARATE PVC SCHEDULE 40 SLEEVES. SLEEVES SHALL BE INSTALLED WITH THE COVERAGE DEPTHS AS SPECIFIED HEREIN. 11. PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING OR HYDRAULIC DRIVING, EXCEPT THAT NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALTIC CONCRETE PAVEMENT. WHERE CUTTING OR BREAKING OF EXISTING PAVEMENT IS NECESSARY, OBTAIN PERMISSION FROM THE CITY BEFORE CUTTING OR BREAKING PAVEMENT AND THEN MAKE ALL NECESSARY REPAIRS AND REPLACEMENTS TO THE SATISFACTION OF THE CITY, AND AT NO ADDITIONAL COST TO THE CITY. 12. ALL LINES SHALL HAVE A MINIMUM HORIZONTAL CLEARANCE OF SIX INCHES (6") FROM EACH OTHER AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. 13. PROVIDE THE FOLLOWING MINIMUM COVERAGE (WHERE LINES OCCUR UNDER PAVED AREAS, THESE COVERAGE DEPTHS SHALL BE CONSIDERED BELOW SUBGRADE): PRESSURE MAINLINE 18" NON -PRESSURE LATERAL LINES 12" CONTROL WIRING 18" R. ADJUSTING AND TESTING THE SYSTEM 1. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS AND LABOR TO CONDUCT PIPELINE PRESSURE TESTS, COVERAGE TESTS AND OPERATIONAL TESTS. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE CITY PRIOR TO PLANTING OPERATIONS. TRENCHES SHALL NOT BE BACKFILLED UNTIL THE PIPELINE PRESSURE TESTS HAVE BEEN PERFORMED TO THE SATISFACTION OF THE CITY. 2. AFTER COMPLETION OF PIPELINE ASSEMBLY, PRIOR TO INSTALLATION OF TERMINAL FITTINGS, INCLUDING BUT NOT LIMITED TO REMOTE CONTROL VALVES AND QUICK COUPLER VALVES, ENTIRE SYSTEM SHALL BE THOROUGHLY FLUSHED TO REMOVE DIRT, SCALE OR OTHER DELETERIOUS MATERIAL. 3. WITH OPEN ENDS CAPPED, PRIOR TO INSTALLING VALVES, TEST PRESSURE SUPPLY LINES FOR SIX (6) HOURS AT 125 PSI. CENTER LOAD PVC PIPE WITH A SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND WHIPPING UNDER PRESSURE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY PORTIONS OF THE WORK TWENTY (24) HOURS IN ADVANCE FOR THE FOLLOWING INSPECTIONS; - SYSTEM LAYOUT - PRESSURE PIPELINE TESTS - COVERAGE TESTS - OPERATIONAL TESTS (PRIOR TO COMMENCING PLANTING OPERATIONS) ,.....,. .., .G, -T ._ T- S R ,,, , ,T ,..T AT, EACH ..1.... T C..A_..IS BALANCED A r O f9OVliar All 11.R .. - �. �OV�ERA�� 1 CST JI-fA'�L DCI�1(11J7�V� IT�A11� THAT- C/`1'Cil'l J I�TION��A�CCt1 IS T3�1L7'11�Il�iCU I'V i'�"1'CVVILJC I:J�IVIFVRIV+l` AN D.,AD EQUATE...COV,ER AGE.,._.. 6. OPERATIONAL TEST SHALL DEMONSTRATE THE PERFORMANCE AND OPERATION OF ALL COMPONENTS OF THE CONTROLLER SYSTEM. REMOTE CONTROL VALVES SHALL BE PROPERLY BALANCED, HEADS ADJUSTED FOR COVERAGE AND SYSTEM SHALL BE WORKABLE CLEAN AND EFFICIENT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY PORTIONS OF THE WORK THAT ARE NOT PROPERLY INSTALLED AND RETESTING UNTIL INSTALLATION HAS BEEN ACCEPTED BY THE CITY. S. BACKFILLING 1. BACKFILL MATERIAL SHALL BE FREE FROM LARGE CLODS, STONES, AND OTHER OBJECTIONABLE MATERIALS, EXCEEDING THREE INCHES (3") IN DIAMETER. 2. TRENCHES LOCATED UNDER AREAS WHERE PAVING OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH A SIX INCH (6") LAYER OF SAND BELOW THE PIPE AND THREE INCHES (3") ABOVE THE PIPE, AND COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE EARTHWORK SECTION. T. MATERIALS TO BE FURNISHED CONTRACTOR SHALL FURNISH THE CITY THE FOLLOWING MATERIALS AT THE END OF CONSTRUCTION, PRIO TO THE POST -INSTALLATION MAINTENANCE PERIOD: TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE SUPPLIED ON THE PROJECT. TWO (2) FIVE FOOT (6) VALVE KEYS FOR OPERATING ISOLATION VALVES. TWO (2) KEYS FOR EACH CONTROLLER. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVELS FOR EACH QUICK COUPLER VALVE INSTALLED. ONE (1) SET EACH APPROVED AS -BUILT AND RECORD DRAWINGS. TWO (2) SETS EACH APPROVED CONTROLLER CHARTS. U. AS -BUILT AND RECORD DRAWINGS 1. CONTRACTOR SHALL MAINTAIN AND KEEP UP TO DATE ONE (1) SET OF BLUELINES SHOWING THE "AS -BUILT" LOCATION OF MAJOR FEATURES OF THE PROJECT AND INDICATING CHANGES THAT MAY OCCUR DURING INSTALLATION. 2. PRIOR TO ACCEPTANCE OF THE WORK, CONTRACTOR SHALL FURNISH THE CITY WITH ONE (1) SET OF REPRODUCIBLE TRANSPARENCIES AS THE RECORD SET SHOWING THE AS -BUILT DATA, OF A QUALITY SATISFACTORY TO THE CITY. TRANSFER AS -BUILT DATA IN INK (NO BALL POINT PEN) AND ERADICATE OUTDATED ITEMS. 3. DIMENSION FROM TWO (2) PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT) THE LOCATION OF THE FOLLOWING ITEMS: POINT OF CONNECTION TO EXISTING WATER LINES. POINT OF CONNECTION TO EXISTING ELECTRICAL POWER. IRRIGATION VALVES. ROUTING OF IRRIGATION PRESSURE LINES (DIMENSIONS, MAXIMUM 100' ALONG ROUTE). REMOTE CONTROL VALVES. ROUTING OF CONTROL VALVES. QUICK COUPLING VALVES. OTHER RELATED EQUIPMENT AS REQUESTED BY THE CITY. 4. CONTRACTOR SHALL SUBMIT AS-BUILT/RECORD DRAWINGS TO CITY FOR REVIEW PRIOR TO COMPLETING CONTROLLER CHARTS. �N"DSCApF RIO/S�No �� / Len'?? y. S�FTEMBER 30.2016 /* Q �F OF DATE JULY 1, 2016 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 BCLIENT NAME PARCEL MAP # 12022 BRIMHALL AND ALLEN ROADS MEDIANS BAKERSFIELD, CA. FROELICH SIGNATURE HOMES 8501 BRIMHALL ROAD, SUITE 404 BAKERSFIELD CA 93312 PHONE (661) 664-7130 S H E E T D E S C R I P T I O N SPECIFICATIONS V. CONTROLLER CHARTS CONTRACTOR SHALL PROVIDE TWO (2) CONTROLLER CHARTS FOR EACH CONTROLLER SUPPLIED. THE CONTROLLER CHARTS SHALL SHOW THE AREA CONTROLLED AND SHALL BE THE MAXIMUM SIZE WHICH THE CONTROLLER DOOR WILL ALLOW. THE CONTROLLER CHARTS SHALL BE A PHOTOGRAPHIC PRINT WITH A DIFFERENT COLOR INDICATING THE AREA OF COVERAGE FOR EACH STATION. WHEN R E V I S 1 O N S COMPLETED AND APPROVED, THE CONTROLLER CHARTS SHALL BE HERMETICALLY SEALED BETWEEN TWO (2) PIECES OF TRANSPARENT PLASTIC, EACH BEING A MINIMUM OF TWENTY (20) MILS THICK. W. OPERATION AND MAINTENANCE MANUALS PREPARE AND DELIVER FOUR (4) INDIVIDUALLY BOUND COPIES OF THE OPERATION AND MAINTENANCE MANUAL TO THE CITY AT LEAST TEN (10) CALENDAR DAYS PRIOR TO ACCEPTANCE OF THE WORK. THE MANUAL SHALL INCLUDE DESCRIPTIVE MATERIAL OF EQUIPMENT INSTALLED AND SHALL BE IN SUFFICIENT DETAIL FOR MAINTENANCE PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. EACH COMPLETE, BOUND MANUAL SHALL INCLUDE THE FOLLOWING: INDEX SHEETS STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF LOCAL MANUFACTURERS REPRESENTATIVES. CATALOG AND PARTS SHEETS ON ALL MATERIAL AND EQUIPMENT INSTALLED. GUARANTEE STATEMENT. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS. S H E E T N U M B E R L140F 16 PR O J E CT N U M B E R 13-101 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR 5% 1 '1 COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT �•�+ GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. 7 VN0SCAPF RIOS c� rri Signa ure ,K SE EMBER 30 2016 r '0 cte `fl D to � 9�F OF CA�� DATE JULY 1, 2016 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 PARCEL MAP # 12022 BRIMHALL AND ALLEN ROADS MEDIANS BAKERSFIELD, CA. FROELICH SIGNATURE HOMES 8501 BRIMHALL ROAD, SUITE 404 BAKERSFIELD CA 93312 PHONE (661) 664-7130 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 SHEET N U M BE R L150F 16 PROJECT N U M B E R 13-101 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 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 531 BY LIVE EARTH PRODUCTS. CONTACT TODD BURNS AT (661) 978-7307. 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 THE PROJECT AGRICULTURAL SUITABILITY REPORT. 2. IF AN AGRICULTURAL SUITABILITY REPORT IS NOT AVAILABLE, THE FOLLOWING AMENDMENTS, OR APPROVED EQUAL, SHALL BE MECHANICALLY SPREAD AND UNIFORMLY CULTIVATETHE FOLLOWING INTO THE SOIL. HUMATE SOIL CONDITIONER 45% HUMIC ACID IN GRANULIZED PRILLED FORM. (STABLE COMPOST) OR PASSIVE ORGANIC OMRI LISTED- APPLY 4 TONS PER ACRE OR 150-200 LBS PER 1000 SQ. FT. NO TILLING REQUIRED, RAKE OR DRAG INTO TOP 3-6 INCHES. LIVE EARTH 8-2-4 PRODUCT- NUTRIENT PAK WITH HUMATE AND IRON- APPLY %2 TON PER ACRE OR 20 LBS PER 1000 SQ. FT. NO TILLING REQUIRED, RAKE OR DRAG INTO TOP 3-6 INCHES. COMPOST MATERIAL- NITRA FIR OR A GREEN WASTE PRODUCT. APPLY 2 TONS PER ACRE. THIS PRODUCT SHOULD BE APPLIED IN CONJUNCTION WITH ABOVE PRODUCTS. AGRICULTURAL GYPSUM- APPLY 1 TON PER ACRE, APPLY WITH ABOVE PRODUCTS. 3. RESULTING SOIL SHALL BE CLEAN, IN A FRIABLE CONDITION AND SUITABLE FOR PLANTING. 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 THE PROJECT AGRICULTURAL SUITABILITY REPORT; MACHINE -MIXED AND APPROVED BY THE CITY PRIOR TO INCORPORATION IN PLANTING PITS. 2. IF A AGRICULTURAL SUITABILITY REPORT IS NOT AVAILABLE, THE FOLLOWING AMENDMENTS OR APPROVED EQUAL, SHALL BE INCORPORATED: LIVE EARTH HUMATE SOIL CONDITIONER PRODUCT @ 1 CUP PER GALLON PLANT MIXED WITH NATIVE BACKFILL 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 7 POST -INSTALLATION MAINTENANCE PERIOD A. GENERAL \_N"DSCAPF 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO PERFORM WORK DURING THE ��,� �,. RIOS 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. Signoture * SE EM ER 30 2016 2. CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER Ex Dote PLANTING IS COMPLETED, UNTIL ACCEPTANCE OF THE WORK. `rl D to 3. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DURING POST -INSTALLATION MAINTENANCE PERIOD 9TF OF CALF 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 NINETY (90) CONSECUTIVE CALENDAR DAYS. D A T E JULY 1, 2016 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 S C A L E NSA BECOMES NECESSARY. DRAWN BY JR B. EXECUTION 1. ALL AREAS INCLUDING, BUT NOT LIMITED TO, SHRUB BEDS, AND CONCRETE FLATWORK, SHALL BE KEPT CHECKED BY MER 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 2" IN HEIGHT THEY SHALL BE REMOVED AND DISPOSED OF .. " ' ' IN 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. «>.» ,>>.;;. lk4. IF THE CITY NOTIFIES THE CONTRACTOR OF FAILURE TO CONTROL WEEDS AS SPECIFIED HEREIN THE _<>.___ : :.6 W::;>;_ ; CONTRACTOR SHALL KILL ALL WEEDS WITHIN TEN(10) CALENDAR DAYS OF SUCH NOTIFICATION. THE '»»''4. .:,, ( ) POST -INSTALLATION MAINTENANCE PERIOD WILL BE EXTENDED FOR EVERY DAY AFTER THE TEN 10) ;>_,;;:>;:::::> , CALENDAR DAYS UNTIL ::.. \:>::::;>:;:;<::::>:::: It CALENDAR SUCH WEEDS HAVE BEEN KILLED. ., 5. CONTRACTOR SHALL TAKE APPROPRIATE STEPS TO ELIMINATE RODENTS.lool summ : :4:�::: C. IRRIGATION SYSTEM :y SHE 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 RIOS DESIGN STUDIO APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS. 3. COSTS INCURRED DUE TO REPAIR OR REPLACEMENT OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF LANDSCAPE ARCHITECTURE & DESIGN THE CONTRACTOR. REPLACEMENT PARTS SHALL BE IDENTICAL TO THE MATERIAL AND AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA D. SHRUB BED AREAS 93309 IF AN AGRICULTURAL SUITABILITY SOILS REPORT IS NOT AVAILABLE,SHRUB BED AREAS SHALL BE P: 661.835.9259 FERTILIZED WITH LIVE EARTH 8-2-4 PRODUCT OR APPROVED EQUAL EVERY FORTY-FIVE (45) CALENDAR F: 661.367.5284 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 PROJECT & CLIENT NAME 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 PARCEL MAP # 12022 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 BRIMHALL AND GIRDLING. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DUE TO IMPROPER STAKING MATERIALS ALLEN ROADS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. AT THE REQUEST OF THE CITY, WOUNDS OVER ONE AND ONE-HALF INCH (1 1/2") IN DIAMETER MAY BE MEDIANS SEALED WITH AN APPROVED TREE SEAL. BAKERSFIELD, CA. 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 FROELICH SIGNATURE HOMES BE THE RESPONSIBILITY OF THE CONTRACTOR. 8501 BRIMHALL ROAD, SUITE 404 F. INSPECTION BAKERSFIELD CA 93312 UPON COMPLETION OF THE POST -INSTALLATION MAINTENANCE PERIOD, CONTRACTOR SHALL REQUEST PHONE (661) 664-7130 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 SH EET DESCRIPTION PRIOR TO THE DATE FOR INSPECTION. END OF SECTION SPECIFICATIONS R E V I S I O N S SHEET NUMBER L160F 16 PR O JE C T N U M B E R 13-101 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR _ 1 O COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED.