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Home My WebLink About1.5-6802 Ph 1 & 2LANDSCAPE AR . Cl TRACT 680.2 IRONROCK BAKERSFIELD., CALIFORNIA lliool t � PHASE IRONROCK DEV ELOPMENT GENERAL PROJECT N 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, RIOS DESIGN STUDIO WILL VISIT THE SITE AT INTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO REVIEW THE PROGRESS AND QUALITY OF WORK AND TO DETERMINE IN GENERAL IF THE WORK IS BEING PERFORMED IN A MANNER INDICATING THAT THE WORK, WHEN COMPLETED, WILL BE IN SUBSTANTIAL CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. HOWEVER, RIOS DESIGN STUDIO WILL NOT MAKE EXHAUSTIVE OR CONTINUOUS ON-SITE INSPECTION TO CHECK QUALITY OF THE WORK. RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION CONTRACT DOCUMENTS, NOR RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. IN THE EVENT CITY CONSENTS TO, ALLOWS, AUTHORIZES OR APPROVES OF CHANGES TO ANY PLANS, SPECIFICATIONS, OR OTHER CONSTRUCTION DOCUMENTS, AND THESE ALTERATIONS ARE NOT APPROVED IN WRITING BY RIOS DESIGN STUDIO, CITY RECOGNIZES THAT SUCH ALTERATION AND THE RESULTS THEREOF ARE NOT THE RESPONSIBILITY OF RIOS DESIGN STUDIO. IN ADDITION, CITY AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD RIOS DESIGN STUDIO HARMLESS FROM ANY DAMAGE, LIABILITY OR COST (INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE) ARISING FROM SUCH ALTERATIONS. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK. CONTRACTOR SHALL BE RESPONSIBLE TO TIDE OITYIFbR �ffi A RAISSiONS 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. LOCATION MAP VICINITY MAP HARRIS ROA P OJECT L CATION TAFT HIGHWAY PACHECO ROAD HARRIS ROA PANAMA LANE � w Q w cr 0 PLANS WERE DESIGNED BY REFERENCING: 1. SOIL ANALYSIS WAS PREPARED BY MIDWEST LABORATORIES 2. SOIL PREPARATION AND AMENDMENT RECOMMENDATIONS PREPARED BY LIVE EARTH PRODUCTS. DATE RECEIVED SEPT. 7, 2014. TOTAL SQUARE FEET: BACK OF CURB TO BACK OF WALL=14,714 SQ.FT. BACK OF SIDEWALK TO BACK OF WALL= 7,294 SQ.FT. WINGS DRAWING INDEX L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 COVER SHEET HYDROZONE PLAN AND WATER USE CALCU CATIONS IRRIGATION PLAN- TREES IRRIGATION PLAN- SHRUBS IRRIGATION LEGEND NOTES & CALCULATIONS IRRIGATION DETAILS PLANTING PLAN, LEGEND, NOTES AND CALCULATIONS PLANTING ING DETAILS, NOTES SAND SOILS MANAGEMENT REPORT SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS VED: MEAN E6/ V ti� k_y L. ',i�. to 7• ;' Lp,N DS CA pF W C"7 igna ure SEP MBR 30 2 16 E it i n [� e `rl Dote ! �� 9�F 4F Cpi.\ STREETSCAPE ELEVATION/ SECTION 1 N.T.S. RIOS, RIOS DESIGN STUDIO, LLC RLA3260, EXPIRES 9-30-16 REVIEWED BY: RECREATION AND PARKS DEPARTMENT DATE <r= -2-1'S DATE REVIEWED BY: TRAFFIC ENGINEER DATE APPROVED BY:__�LAL la 's— NICOLAS G. FIDLER, PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE Ilk 1.5-6802 Ph 1 & 2 R.C.E.#61069, EXP. 12-31-16 , PRROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENACE DATE MAY 18, 2015 SCALE DRAWN BY CHECKED BYmball ' ANN qp IPA s� RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE 8, DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT &CLIENT NAME STREETSCAPE IRONROCK DEV. TRACT 6802 BAKERSFIELD, CA IRONROCK DEVELOPMENT 5401 BUSINESS PARK SOUTH, SUITE 220 BAKERSFIELD, CA 93309 PHONE (661)631-0112 SHEET DESCRIPTIO N COVER SHEET REVISION S Q 5/7/15 REVISIONS AS PER REDLINES co pi L. a pq !•'z SHEET N U M BE R L1 OF 12 PROJECT N U M B E R 14-206 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. � � 2 � � w Z � J m �- McCUTCHEO ROAD � Y O P OJECT L CAT I O N TAFT H 1 HWAY 119 HARRIS ROA P OJECT L CATION TAFT HIGHWAY PACHECO ROAD HARRIS ROA PANAMA LANE � w Q w cr 0 PLANS WERE DESIGNED BY REFERENCING: 1. SOIL ANALYSIS WAS PREPARED BY MIDWEST LABORATORIES 2. SOIL PREPARATION AND AMENDMENT RECOMMENDATIONS PREPARED BY LIVE EARTH PRODUCTS. DATE RECEIVED SEPT. 7, 2014. TOTAL SQUARE FEET: BACK OF CURB TO BACK OF WALL=14,714 SQ.FT. BACK OF SIDEWALK TO BACK OF WALL= 7,294 SQ.FT. WINGS DRAWING INDEX L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 COVER SHEET HYDROZONE PLAN AND WATER USE CALCU CATIONS IRRIGATION PLAN- TREES IRRIGATION PLAN- SHRUBS IRRIGATION LEGEND NOTES & CALCULATIONS IRRIGATION DETAILS PLANTING PLAN, LEGEND, NOTES AND CALCULATIONS PLANTING ING DETAILS, NOTES SAND SOILS MANAGEMENT REPORT SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS VED: MEAN E6/ V ti� k_y L. ',i�. to 7• ;' Lp,N DS CA pF W C"7 igna ure SEP MBR 30 2 16 E it i n [� e `rl Dote ! �� 9�F 4F Cpi.\ STREETSCAPE ELEVATION/ SECTION 1 N.T.S. RIOS, RIOS DESIGN STUDIO, LLC RLA3260, EXPIRES 9-30-16 REVIEWED BY: RECREATION AND PARKS DEPARTMENT DATE <r= -2-1'S DATE REVIEWED BY: TRAFFIC ENGINEER DATE APPROVED BY:__�LAL la 's— NICOLAS G. FIDLER, PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE Ilk 1.5-6802 Ph 1 & 2 R.C.E.#61069, EXP. 12-31-16 , PRROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENACE DATE MAY 18, 2015 SCALE DRAWN BY CHECKED BYmball ' ANN qp IPA s� RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE 8, DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT &CLIENT NAME STREETSCAPE IRONROCK DEV. TRACT 6802 BAKERSFIELD, CA IRONROCK DEVELOPMENT 5401 BUSINESS PARK SOUTH, SUITE 220 BAKERSFIELD, CA 93309 PHONE (661)631-0112 SHEET DESCRIPTIO N COVER SHEET REVISION S Q 5/7/15 REVISIONS AS PER REDLINES co pi L. a pq !•'z SHEET N U M BE R L1 OF 12 PROJECT N U M B E R 14-206 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. Maximum Applied WaterAllowa - ------ - nee Calculations for New and Rehabilitated LandscWes Estimated Total Water Use ........... - . . .. ...... Equation: Hyd rozOne Mformation TaNe ETWU (ET.) x (0-62) x [(PF x HAIIE) + SLAI ...... ..... .. ...... 4- Hydirozoroe- .2- Hyd.--rozone S-q-ulave F00tage -4 % T clat Column 2 Infannatilon Water Um of ET.(Imhealyaar) ET, (inchesNea r) KeSUI S- MAWA=(ET,-Eppt)X((1-62)x0.7xLA)+(0.3xSLA)I ailaris Cubic Feet IHCF -1A -eet I MIS of Gallons E .... ......... lwwl�"w 7m: ... . ..... . .... ....... ....... ......... .. .. ......- -ng essages and wamsetti img&��' Coverag e Column 4.. FA tin tet: Enter kTigation Efficiency (eqLol orgreat�tllan 071) A 2 ..... .... . .. ... ....... ........ ... . . ....... ..... . ....... krigation Efficie-ney Default Value 2 525 S F 7.2-0 % 0.14 .. . ....... ........... Plant Water Use Type Plant FactDr Low 0-0.3 Medium 0.4-06 1 High 0-7-10 SLA 1.00 ... . ... ..... ...... ....... . .... . . ..... ............... ... Total sqva.m 7294: SF 1w.0-0 2-00 -FocAage ...... ...... ... ... .... - ........... ..... ...... .............. .. ..... .... . - Plaut Water MAY 18,2015 S C A L E1 11- 30' D R A W N B Y HYDROZONE SUMMARY CHECKED BY MER Use Type (s) Hydrozone (iow,medium, PfanffactDr Area (HA) HYDROZONE SYMBOL DESCRIPTION AREA Hydrozone high) (PF) PF x HA (ftp) .5 .. . ......................... ....... HYDROZONE A 6,769 SF SHRUBS & GROUNDCOVERS ............... . . IRRIGATED WITH DRIP BUBBLERS .......... . - -1E HYDROZONE B 525 SF .... ......... ..... .............. . ........ . TREES IRRIGATED -M ------ - ........... WITH DEEP ROOT BUBBLERS . . ......... . . .. ............ TOTAL LANDSCAPE AREA -7,294 SIF .......... AKERS ROAD (n M M rri M AKERS ROAD k / .5 -6so2 P) M z C M VANDSCAPF C-') tY ignoture i SEP M ER 30 . 016 /* * E i n t JI D to OF C DATE MAY 18,2015 S C A L E1 11- 30' D R A W N B Y JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.r osdesign.com 3805 ORA VISTA AVENUE, BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME STREETSCAPE IRONROCK DEV. TRACT 6802 BAKERSFIELD, CA IRONROCK DEVELOPMENT 5401 BUSINESS PARK SOUTH, SUITE 220 BAKERSFIELD, CA 93309 PHONE (661)631-0112 SHEET DESCRIPTIO N LANDSCAPE HYDROZONE PLAN R E V I S 1 0 N S ,& 5/7/15 REVISIONS AS PER REDLINES S H E E T N U M B E R L2 OF 1 2 P R 0 J E C T N U M B E R 14-206 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. W W 17-17 H W O m Q W W W _Z J U _ r � . GENERAL PROJECT NOTES 1. Contractor shall e 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. S. 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 G.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. 19. Uniform development is required for this project. Should any portion of any phase or subsequent phases be constructed at different intervals where the point of connections are located in an area other than the current project area, the developer shall be responsible for all incurred costs associated with the affected areas until the project's maintenance period has been completed and a written final acceptance from the C.O.B. has been achieved. ..:............ 1 E _ PIPE SLEEVE op ./: a y:+ r' ........... , `v v , v v l C. -' 4' PIP ' SLEEVE AND ' .................. SLEEVE H ...__ .. »..,_..,,_..................: 2 WI I T L 11 , ,,, 2" �.. VALVE IDENTIFICATION KE!lY VALVE NUMBER STATION � VALVE G.P.M. 1 10 VALVE SIZE I" POINT -OF -CONNECTION NOTES WATER METER- 2" STATIC WATER PRESSURE- 40 TO 60 PSI REFER TO SHEET L4 FOR SHRUB BACKFLOW PREVENTER- 2" RP BFP IRRIGATION PLAN. CONTROLLER- 12 STATIONS REFER TO SHEET L5 FOR MAXIMUM FLOW DEMAND- 30 GPM IRRIGATION LEGEND AND NOTES. REFER TO SHEETS L4, L5 & L6 FOR IRRIGATION DETAILS. REFER TO SHEET L6 FOR IRRIGATION CALCULATIONS. GENERAL IRRIGATION NOTES 1. Install materials as called out in details and as per specifications. 2. There shall be no deletions or substitutions without the approval of the owner, their anent 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 pavenient or hardscape areas. All sleeves shall be a minimum 2 times larger than the irrigation fine. 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 111%71res 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 fi otings 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. Lmivat,,rrc INV I CJ IV 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. I3cfore the start of the maintenance period, the Contractor shall submit all unedited invoices of said Rain Bird equipment to the City of Bakersfield Recreation & Parks representative for their Maxicom Dollar Fund. }2P9I. �[�NDSCApF 0041, W n C__ � ignature SE T MB 16 ra i n e JJ p c \Q 9�F OF CA��Eo�� DATE remiuin qt ity 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 1. The contractor shall provide all labor, materials and equipment to perform work during the post -installment maintenance as herein DRAWN BY standards for the sizes specified. All plant materials must be of excellent form, size, CHECKED BY period, specified including but not limited to: adequate watering of plant material and health, and crown density. Any plants that do not meet this standard will be rejected by the architect or the City representative. controlling weeds , rodents and other'eats for a p minimum period of three hundred and sixh°-five (365) dans. 2. The contractor shall maintain the project on a continuous basis from the first day after 2. Trees shall be staked as per the details and specification. planting is completed, until final written acceptance by the City of Bakersfield Recreation & Parks Department. 3.There shall be no substitutions or deletions from am• plant materials without written 3• Cost incurred due to damage or replacement during the post -installation maintenance approval from the landscape architect. the owner. and the City's representative. period shall be the responsibility of the contractor. 4. The Developer shall confonn to all City codes and requirements including all 4. All areas including, but not limited to turf, groundcover areas, concrete walks shall be kept clean and free of weeds, litter, and debris. and slabs inspections pertaining to this installation. 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 )Aeeds) shall be spot sprayed 5. All landscape details shall be in accordance with C.U.B. standard details and as directed with a non-selective post -emergent herbicide as specified by a weed abatement company, by the city engineer. and left in place for (7) seven days. Areas sprayed shall remain umvatered for a 6. All trees shall be placed behind the line of sight as indicated on the plans. Verify with the minimum of forty-eight (48) hours. Dcad «eeds shall be removed seven (7) days after application and disposed of off-site. C.O.B. or landscape architect prior to construction or tree installation. 6. Constant diligence shall be maintained for the advent of diseases. insects_ and /or rodent 7. Prior to the final C.O.B. acceptance. the contractor shall apply a pre -emergent wed infestations and proper preventative or control measures taken. Should the City,, during the maintenance period, discover that the terms for the maintenance control as recommended by a certified pest control advisor and applied by a certified pest period as istated herein have not been strictly adhered to, then the days accruing toward completion of said advisor applicator. Contact the C.O.R. for verification of application. maintenance period will be terminated. The maintenance period will be extended one (1) 8. Landscape areas without an adiacent .Nall at rear of landscape area shall have a concrete 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 Bakersfield mow strip at the back of the landscape area. Refer to C.O.B. standard detail. of Recreation and Parks representative. When the inspection is completed. and the area is in 9. Contractor shall install on all landscape areas a 2" laver of mulch: 2`' redwood bark chips 7. satisfactory condition, then, and only then., will the City re -accept the area in writing. The contractor shall properly and completely supplied from a fresh water mill. Mulch shall be uniform in color and free from weeds, sawdust seeds, constructive materials and splinter. Any dyed products will not be 8. maintain all parts of the irrigation system. The contractor shall provide for delivery of water in sufficient quantities and adjust water accepted. Contractor to provide C.0 -B. samples for approval. 9. application to compensate for seasonal conditions. (3) Three weeks prior to the conclusion the 10. Quantities on the landscape legend may not be accurate; the developer shall be of maintenance period, the contractor shall contact the City's representative to perform a final inspection of work. Any removed responsible to install all plant material as per the designed plans or as directed by the City's plants not in satisfactory and healthy condition from the site shall be replaced with material of like kind and size and in representative. a manner specified for original planting. if the replacement plants do not represent a similar foliage representation of tile- original planted 11. All trees under utility lines are subject to change per C.O.R. material, the contractor shall replace plants «ith next available up-sized container. All 12. Allp lant material shall be inspected by the C.U.B. prior to planting. 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. I3cfore the start of the maintenance period, the Contractor shall submit all unedited invoices of said Rain Bird equipment to the City of Bakersfield Recreation & Parks representative for their Maxicom Dollar Fund. }2P9I. �[�NDSCApF 0041, W n C__ � ignature SE T MB 16 ra i n e JJ p c \Q 9�F OF CA��Eo�� DATE MAY 18,2015 S C A'L E 111_20, DRAWN BY JR CHECKED BY MER .\ ,\ ;. >. >\� :Mft 117,77 so RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE. BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME STREETSCAPE IRONROCK DEV. TRACT 6802 BAKERSFIELD, CA IRONROCK DEVELOPMENT 5401 BUSINESS PARK SOUTH, SUITE 220 BAKERSFIELD, CA 93309 PHONE (661)631-0112 S H E E T DESCRIPTIO N TREE IRRIGATION PLAN AND NOTES REVISIONS Q 5/7/15 REVISIONS AS PER REDLINES S H E E T N U M B E R L30F 12 P R O JE C T N U M B E R 14-206 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 RFSFRVrn 13 10 11— El i Lu Lu -17 C/) C/) _r F Lu > 0 < Lu fffffp�t LLJ 211 ...... . ..... . ...... . . IL . ..... .......... . ....... . --- - - ------ --- Z MV FS 7EZ ........... 15 J , 1.. F_POINT OF CONNECTION < SEE NOTES ON THIS SHEET. 211 VALVE IDENTIFICATION KEY VALVE STATION fv— VALVE G. P.M. NUMBER 10 VALVE SIZE bl 0 POINT -OF -CONNECTION NOTES WATER METER- 2" REFER TO SHEET L3 FOR TREE STATIC WATER PRESSURE- 40 TO 60 PSI IRRIGATION PLAN. BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 12 STATIONS REFER TO SHEET L4 FOR MAXIMUM FLOW DEMAND- 30 GPM IRRIGATION LEGEND AND NOTES. IRRIGATION MAINLINE TO BE INSTALLED 12" BEHIND EDGE OF SIDEWALK WHERE POSSIBLE. REFER TO SHEETS L4, L5 & L6 FOR NOTE: ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE EZ-FLO SYSTEM. ITEM 11 IS PURCHASED SEPARATELY. IRRIGATION DETAILS. O REFER TO SHEET L6 FOR IRRIGATION CALCULATIONS. TUBE TO BLUE CONNECTIONS ■ W ON PROPORTIONING CAP AND 000 0 0 o %&m 0 0 j COUPLING o 11 00°0 1/4" TUBING CLAMP - BOTH THE c/) GREEN AND BLUE COUPLING C/) 12 14 TUBING CONNECTIONS APPROVED BACKFILL OFINISH GRADE 0 XN OO10 PVC MAIN LINE TO VALVE MANIFOLD . ... .. i Lu 11 Lu Lu O PROPORTIONING CAP WITH FEED CONNECTOR - INSTALL ADJUSTMENT KNOB ACCORDING TO WATER FLOW Lu EZ-FLO SHUT OFF VALVES DIRECTION ARROW O EZ-FLO MODEL EZ010-FX FERTILIZING @ 6" MIN. LAYER PEA GRAVEL SYSTEM 27" L x 12" D x 14" H (2 CU. FT.) OFERTILIZER OUT - CONNECT CLEAR @ F– < FLOW PREVENTER TUBE TO GREEN CONNECTIONS ON NOTE: ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE EZ-FLO SYSTEM. ITEM 11 IS PURCHASED SEPARATELY. x,pNDSCApF ignature 44 SE EMB 30. :2016 /* Date OF C D A T E MAY 18, 2015 SCALE 1"=20' DRAWN BY JR CHECKED BY - MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.(iosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME STREETSCAPE _ IIRONROCK DEV. TRACT 6802 BAKERSFIELD, CA IRONROCK DEVELOPMENT 5401 BUSINESS PARK SOUTH, SUITE 220 BAKERSFIELD, CA 93309 PHONE (661)631-0112 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 5/7/15 REVISIONS AS PER REDLINES S H E E T N U M BE R L4 OF 1 2 PR 0 J E CT N U M B E R 14-206 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR PH 1.2. COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. 8 10_.>.:' O WATER IN - CONNECT BLACK ............ TUBE TO BLUE CONNECTIONS -!b% o1z, 0 0 0 ON PROPORTIONING CAP AND 000 0 0 o %&m 0 0 COUPLING o 11 00°0 1/4" TUBING CLAMP - BOTH THE 9 GREEN AND BLUE COUPLING 12 14 TUBING CONNECTIONS APPROVED BACKFILL OFINISH GRADE PLASTIC 30" L x 18" D x 17" W OO10 PVC MAIN LINE TO VALVE MANIFOLD VALVE BOX & LOCKABLE COVER 11 EZ BALL VALVE COUPLING O PROPORTIONING CAP WITH FEED CONNECTOR - INSTALL ADJUSTMENT KNOB ACCORDING TO WATER FLOW O EZ-FLO SHUT OFF VALVES DIRECTION ARROW O EZ-FLO MODEL EZ010-FX FERTILIZING @ 6" MIN. LAYER PEA GRAVEL SYSTEM 27" L x 12" D x 14" H (2 CU. FT.) OFERTILIZER OUT - CONNECT CLEAR @ PVC MAIN 'LINE FROM BACK - FLOW PREVENTER TUBE TO GREEN CONNECTIONS ON PROPORTIONING CAP AND COUPLING (9 LANDSCAPE FABRIC EZ -1 0F ER T�l L �IZ I�NG �TEM SYSTEM CA SCALE: NTS x,pNDSCApF ignature 44 SE EMB 30. :2016 /* Date OF C D A T E MAY 18, 2015 SCALE 1"=20' DRAWN BY JR CHECKED BY - MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.(iosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME STREETSCAPE _ IIRONROCK DEV. TRACT 6802 BAKERSFIELD, CA IRONROCK DEVELOPMENT 5401 BUSINESS PARK SOUTH, SUITE 220 BAKERSFIELD, CA 93309 PHONE (661)631-0112 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 5/7/15 REVISIONS AS PER REDLINES S H E E T N U M BE R L4 OF 1 2 PR 0 J E CT N U M B E R 14-206 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR PH 1.2. COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. �I 11 ::::.::........ tWK, 11 sme Nk: RNIT a.Ce;rca,��,c�'��.►B+L� �i3r:lr�a��s.�ar� AL Mw MATO 0MV& nwxor CITY O4 .YMA.h. Rh.., h3. a3iiQk M1i'S: Y'N.i C'a RY t.x: f. IRRIGATIO�NCO�NTR OL LE R h l SCALE: NTS FRONT VIEW RAIN S BSCALE: NTS O RAIN SENSOR AND VANDAL RESISTANT ENCLOSURE PER LEGEND O WIRE TO IRRIGATION CONTROLLER O CONTROLLER ENCLOSURE- PER LEGEND O CONTROLLER- PER LEGEND O POURED CONCRETE BASE - PER DETAIL'A' , THIS SHEET. O FINISH GRADE ENSOR O CONCRETE PAD- SIZE TO BE 6" LARGER THAN THE BFP ENCLOSURE ON ALL SIDES O INSULATED BACKFLOW ENCLOSURE AS INDICATED IN LEGEND 0 EXISTING RP BACKFLOW PREVENTER AS INDICATED IN LEGEND O BALL VALVE O GALV. NIPPLE 3" MIN. LENGTH O GALV. 90° ELL (TYPICAL) O GALV. UNION (TYPICAL) 8 GALV. NIPPLE (TYPICAL) 9 FINISH GRADE 10 GALVANIZED COUPLING SET FLUSH WITH CONCRETE (TYPICAL) 1 1 PVC MALE ADAPTER TO IRRIGATION SYSTEM 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 EXISTING BACKFLOW UNIT 13 TO POINT OF CONNECTION ADAPT AS REQUIRED RP BACKFLOW PREVENTER V I SCALE: NTS Al O 30" LINEAR LENGTH OF WIRE COILED O APPROVED WATERPROOF WIRE CONNECTORS, TYP. O VALVE IDENTIFICATION TAG O PLASTIC VALVE BOX WITH LOCKING LID O FINISH GRADE/TOP OF MULCH O MASTER CONTROL VALVE PER IRRIGATION LEGEND O PVC SCH 80 NIPPLE (CLOSE) O PVC SCH 40 MALE ADAPTER O PVC MAINLINE PIPE 10 BRICK (1 OF 4) 11 6" MIN. LAYER OF PEA GRAVEL 2 CU.FT. 12 CONTROL WIRES (BLUE) O O 13 SCH 80 PVC UNION O14 EXTENSION LENGTH AS REQUIRED O1 LANDSCAPE FABRIC 5 MASTER CONTROL L VALVE SCALE: NTS O FINISHED GRADE IN TURF AREAS O PLASTIC RECTANGULAR VALVE WITH LOCKABLE COVER. HEAT BRAND "FS" ONTO LID. O FLOW SENSOR, PER IRRIGATION LEGEND O FINISHED GRADE IN SHRUB AREAS O 24" WIRE LOOP O 45 DEGREE PVC MAINLINE FITTINGS O 6" MIN. LAYER OF PEA GRAVEL (2CU.FT.) _ O BRICK SUPPORTS O PVC MAINLINE PIPE 10 LANDSCAPE FABRIC 1 1 PVC MAINLINE PIPE TO MASTER VALVE (NOT LESS THAN 10 PIPE DIAMETERS) PER SPECS. AND PLAN. NOTES: INSTALL FLOW SENSOR PER THE MANUFACTURER'S RECOMMENDATIONS AAln lAllDG Tn iQRiroTION CONTROLLER. ;:-�- FLOW SENSOR C I SCALE: NTS O FINISH GRADE O ROUND VALVE BOX O GATE VALVE- MANUFACTURER AND MODEL AS INDICATED IN LEGEND, OR APPROVED EQUAL O EXTENSION LENGTH- AS REQUIRED O PVC MALE ADAPTER O 3/4"' WASHED CRUSHED AGGREGATE BASE OR PEA GRAVEL O IRRIGATION MAINLINE ELEVATION j GATE VALVE f SCALE: NTS IRRIGATION LEGEND PATTERN GPM CITY F MANI IFAC:T MnDFI NO / DFS(:RIPTInN F PSI RADIUS DETAIL 379 0 RAINBIRD 1804 -SAM -PRS WITH HUNTER PCN -25 PRESSURE COMPENSATING NOZZLE .25 GPM 15-75 BUBBLER E/L5 21 A RAINBIRD RWS-B-C-1402 (EACH SYMBOL REPRESENTS 2 UNITS WITH .5 GPM EACH) 1 GPM 20-90 FLOOD I/L5 r1Tv 0V11A0r11 RAAAII ICAC` -M IDCD RA(1nCl All IRADCD DETAIL REF �1 MAY 18, 2015 SCALE NTS Qv JR 2" WATER METER- BY OTHERS 1 Q AVAILABLE AT SPECLINE# RB3ESP12LXMEF/ VITSB-22SS/RB91Q4602B/KCPCSA-LXMEF24/ KCP113GR A/L4 KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: SUPPLY 1. 12 STATION RAINBIRD ESP LXME SERIES IRRIGATION CONTROLLER 2. INSTALLED WITHIN MODEL#VITSB-22SS, STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. 3. INSTALLED WITH MODEL#RB91Q4602B GPRS/CELLULAR NETWORK MODULE 4. INSTALLED WITH MODE L#KCPCSA-LXM EF24 SUB-ASSEMBLY/TERMINAL STRIP 5. INSTALLED WITH MODEL#KCP113GR GROUNDING PACKAGE 1 ® AVAILABLE AT (MODEL#KCPLXME-RG) RAIN SENSOR WITH VANDAL GARD B/L4 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 8 FEBCO (MODEL#825Y) 2" RP BACKFLOW PREVENTER C/L4 INSTALL 4" THICK CONCRETE PAD WITHIN STRONGBOX SBBC-45SS SMOOTH TOUCH BACKFLOW ENCLOSURE INSTALL V.I.T. POLAR BEARIER #PBB-45 SLIP-ON INSULATING COVER. 1 nv Fs AVAILABLE AT MODEL#K PFL W OMBO-150 MASTERTER CONTROL VALVE/ FLOW SENSOR COMBINATION. D&E/L4 KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: SUPPLY 1 1/2" RAINBIRD PEB MASTER VALVE AND 1" RAINBIRD #FS100P FLOW SENSOR WITH PLASTIC TEE. 1 ez - EZ FLO 11 11 11 -4 VALVE BOX SYSTEM, INSTALL IN 36 x24 x2 1 ALL N CAPACITY FERTILIZING S MODEL#EZ010 HC 10 -GALLON O 4 N MATCO (MODEL#513T) GATE VALVE - LINE SIZE F/L4 4 RAINBIRD (MODEL#PEB-PRS-D) CONTROL VALVE WITH PRESSURE REGULATING MODULE. A/L5 INSTALL" VIDY AND SCH 80 BALL ON MAINLINE SIDE & 1 SCH 80 UNION ON LATERAL SIDE (ALL VALVES) 4 ® RAINBIRD (MODEL#PEB) CONTROL VALVE WITH VIDY AND SCH 80 BALL ON MAINLINE SIDE. DIRECTLY DOWNSTREAM OF THE RCV A/L5 WITHIN THE SAME VALVE BOX, INSTALL (MODEL#PRF-100-RBY) 1" PRESSURE -REGULATING FILTER, 200 MESH SELF- CLEANING FILTER. DOWNSTREAM PRESSURE WILL BE REGULATED TO 40 PSI, MAX. 7 (3 RAINBIRD (MODEL#44LRC) QUICK COUPLER VALVE INSTALLED WITH RAINBIRD TSJ-18" TRIPLE SWING JOINT E/L5 INSTALL WITHIN NDS PROSERIES 10" PLASTIC ROUND VALVE BOX. AS APPROVED MAINLINE, SCH 40 PVC FOR SIZES 1 1/2" AND SMALLER. B/L5 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 B/L5 — —� AS APPROVED PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE CARRIED AND 2" MIN. SIZE FOR CONTROL WIRE. C/L5 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) B&C/L5 #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/L5 NDS PRO -SERIES VALVE BOX WITH BOLT DOWN LIDS G&H/L5 14"x19" FOR MASTER CONTROL VALVE, FLOW SENSOR AND REMOTE CONTROL VALVES 10" ROUND FOR GATE VALVES AND QUICK COUPLERS JUMBO SIZE BOX FOR WIRE PULL BOX IRRIGATION PLAN NOTES CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS, AS DESCRIBED IN THE SPECIFICATIONS, AND IN ACCORDANCE WITH APPLICABLE CODES AND ORDINANCES. DESIGN REFLECTS COMPLIANCE WITH CALIFORNIA STATE ASSEMBLY BILL 325 (AB 325) AND THE STATE'S MODEL ORDINANCE AND/OR THE LOCAL GOVERNING AGENCY'S ADOPTED WATER EFFICIENT LANDSCAPE ORDINANCE. DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENTS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR OPTIMUM PERFORMANCE IN ACCORDANCE WITH THE SPECIFICATIONS AND TO PREVENT OVERSPRAY ONTO HARDSCAPE AREAS OR STRUCTURAL ELEMENTS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT ACTUAL SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. COSTS INCURRED DUE TO ANY ADJUSTMENTS FOR 100% COVERAGE, INCLUDING THOSE REQUESTED BY THE OWNER'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 OWNER'S AUTHORIZED REPRESENTATIVE. IF ANY DISCREPANCIES EXIST, THEY SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'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 OR TURF AREAS NOTES REFER TO SHEET L1 FOR IRRIGATION HYDROZONE PLAN AND WATER USE CALCULATIONS REFER TO IRRIGATION DETAILS ON SHEETS L4, L5 & L6. UNLESS OTHERWISE NOTED ON THE DRAWINGS, CONTRACTOR SHALL INSTALL WIRE AND PIPE UNDER HARDSCAPE AREAS IN P.V.C. SCHEDULE 40 SLEEVES PLACED PRIOR TO INSTALLING HARDSCAPE IN ACCORDANCE WITH APPLICABLE CODES. WHEREVER POSSIBLE, CONTROL WIRES SHALL OCCUPY THE SAME TRENCH AS PIPES. EACH CONTROLLER SHALL HAVE ITS OWN INDEPENDENT GROUND WIRE. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. CONTRACTOR TO LEAVE A 2411 COIL OF EXCESS WIRE AT EACH SPLICE AND EVERY 100' ON CENTER ALONG WIRE RUN. TAPE WIRE BUNDLES 10' ON CENTER. NO TAPING WILL BE PERMITTED INSIDE SLEEVES. WIRE CONNECTORS SHALL BE SCOTCH DBR/Y6 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. EXISTING BACKFLOW PREVENTION DEVICE SHALL REMAIN. CONTRACTOR SHALL INSTALL CONCRETE PAD, ENCLOSURE AND INSULATION BLANKET AS PER IRRIGATION LEGEND. CONTRACTOR SHALL NOTIFY ALL LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF INSTALLED BACKFLOW PREVENTION DEVICE ASSEMBLY. CONTRACTOR SHALL INSTALL ANTI -DRAIN CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. CONTRACTOR SHALL APPLY 2" LAYER OF MULCH AS APPLICABLE IN ALL SHRUB AND GROUND COVER AREAS. CONTRACTOR TO SUBMIT SAMPLES TO CITY'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION .5 • U8102 Pu t `N"DSCAPF W n 1 a ure SEPTEMBEiR 30. 2016 p a i `Jl at qlF OF CAOF�� D A T E MAY 18, 2015 SCALE NTS DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFlELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME STREETSCAPE IRONROCK DEV. TRACT 6802 BAKERSFlELD, CA IRONROCK DEVELOPMENT 5401 BUSINESS PARK SOUTH, SUITE 220 BAKERSFlELD, CA 93309 PHONE (661)631-0112 SHEET DESCRIPTIO N IRRIGATION LEGEND AND NOTES R E V I S I O N S Q 5/7/15 REVISIONS AS PER REDLINES S H E E T N U M B E R L50F 12 P R O J E C T N U M B E R 14-206 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. ---------' _....-... - _.._. __. .... - . _ .... ........ ... .._....-.._.,.- ---- - - -- -------------- - . ------------ ..._ .: -------- ....... . -.._. .... _... - _-........._.-..-......-...._...__...:.__--__.-.-.-........- SCALE NTS DRAWN BY IRRIGATION PRESSURE CALCULATIONS CHECKED BY MER NOTES: 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE _ Wlu _ SERVICING THE VALVE. 2. SET BOXES 1 ABOVE FINISH GRADE OR MULCH COVER IN GROUNDCOVER/ TURF AREA. Static Pressure: 50.00 Max. GPM Demand: 30.00 SHRUB AREA AND FLUSH WITH FINISH GRADE IN Units Size Type Description GPM Unit PSI Loss =f -T- (�� " 3. SET RVC AND VALVE BOX ASSEMBLY IN GROUNDCOVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUNDCOVER DOES NOT 1 1-1/2" Disc Water Meter 30.00 01.80 EXIST ADJACENT TO LAWN. 1 1-1/2" Brass RP BFP 30.00 12.00 ' r _ ` . :. `♦`,♦♦`\```♦ 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 5. V ID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COL LAPSE AND DEFORMATION OF VALVE BOX SIDES 1 rl 1-1 2 / 11 Plastic Plastic Master Valve or30.00 30.00 03.60 00.50 �.�� fskU sig "MX M m 6. IDENTIFY VALVE BOX WITH CONTROLLER LETTER AND VALVE NUMBER 1 2" Brass Gate Valve 30.00 00.10 : SING 1 2 - 260 2" Cl. 315 Main Line 30.00 01.95 �� nE . _...... � r 1" Plastic Control Valve C of V 09.00 01.80 ft§00V ��-� .*070 W, YiR! � et �. iii W � �Fkw W V 1W MA -M, Y : '. ` /411 Sch. 40 Lateral Line 01.00 00.06 �1 ::. 55 3/4" Sch. 40 Lateral Line 02.00 00.22 �1 -L1 6S 3 /4" Sch. 40 Lateral Line 03.00 0 0.54 � T �1.� �• . ` WX"Tw 04 Abaff NW,� L, A118 5W� � � W 1,7& ayL :: u `.:: vaL'f841a} MW W � „ „ „ I 10" ROUND VALVE BOX 12 12 12 12 014"x19" RECTANGULAR 3 VALVE BOX 56 55 1, 3/4 3/4" Sch. 40 Sch. 40 Lateral Line Lateral Line 04.00 05.00 00.80 0 1.18 ��nle! +.avC_�b&'..I. .�.'=S.E�4Yt �.��d4'� lf. �.f. ��'pl•i58e1.Ra� s YA'fL's+'fi b&ZOISAftlt OU'ALI& Wo 4 .''9PiS", . afl`SISr bd� "7 .:::�„_.�::_:: .�a'�.:..��:.; ♦� ,.,',;'...5\,.... `<�.1_ .> .. > 3 JUMBO RECTANGULAR 35 3/4" Sch. 40 Lateral Line 06.00 01.06 lfiL. ' VALVE BOX 5 11 1 Sch. 40 Lateral Line 09.00 00.10 CITY OF BAKERSFIELD �= ^:... . / �`�TY �3� S ��t�S t��O ..r . N 4 2 0 EDGE OF LAWN, WALK, Misc Fittings Allowance 01.18 DETAIU T? 1k FZVDTEi CON i kOL %,A VES DE.TAJ1,$ FOR Tf4,XL,'S `I0LMX$ FENCE CURB ETC. Component Losses: 26.89 �€ E : g si $xl'$ �:`_' " �a"g!@ _TX_ .,,.,tt2. di\4,'tYt .Ax 4<.F.. 4Q5.).L'"'-l.` p .� i .�. ! ....... ..... ...... ... A L _ ____ ....-..-. .- .. _. __ __ _ _ . _ ___................................_ PLAN VIEW Station #. 5 r �y Min. Re r b Head: 2 0.00 CONTROL VALVE A THRUST BLOCKS D VALVE BOX INSTALLATIONN Highesthest GPM 3.0` Elevation Loss: 1 Total Pressure Re 01.30 48.19 ALE' SCALE: SCALE. S _ SCALE: SCALE: NTS q r: Residual Pressure: 01.81 I. 1 �'M OR fit?omw" ..... '>;� , `�',`•,. :... , ♦ ..♦^y, :^q-,+ Al +Sd. fGB. �!i7 Ad.F.sWT' ' ' Static Pressure: 50.00 1�. Cf`f Y I i AFI.. .r. ? •, °:. ' I64109:' `'.£di"f MAWAM�s fAW L5AWAL f, BnK+>...... ti E,7,`E! .4. OW WAAM WM AN MAIMA" MOWMM Max. GPM Demand: 3 0 00 �{. AT �a. - � i b}�+ Y&kf T.�stA�:'YmLYy`,5�'L'?76,. LGS:A':�'!�Rd- - 3L t� . 7�C3`rkF � �r \st .�. �1 Units Size Type Description GPM Unit PSI Loss tAlld`'w re W& I, A:$' t'k WLEA,#' ?�R"x'�d Y G *"A= mom �f 1 1-1/2" Disc Water Meter 30.00 01.80 m 0.0 1 1-1/2" Brass RP BFP 30.00 12.00 I,*W"ft OWAMINWWW, W &A" AM -146 1 1-1/2" Plastic Master Valve 30.00 03.60 9.i�Al r33t�T'+�S.5s�,S may. F${hI7-dtAS`S..:<\ 3z ?[$`d$�R,Ma17+�€Y�ta<EL��d. �?Y� <_.:. .', L. t x . ....♦:,g::�'��" �,g;'.,,,.\f `aim..'£i.6�11i'-aL�It+Eiv'�i.t�'a�A�:V.. \ E3�.t?E � AFd@C i�s4�:-��v'$T'+�.'♦Y..'.A�?"- 1 Il 1 Plastic Flow Sensor 30.00 00.50 40 PVC. � 3I:Sk3IrN�^ wMazAaftZ SWAT= A, & A3€ °•IA A . : a�4it F .:i �iBA AAi 1 Il 2 Brass Gate Valve 30.00 00.10 ♦'..R`.Ad4' RCV 1 2" Brass Gate Valve 30.00 00.10 "�,x�53. 1a,''.+ FA1z�l�t41 <y }a }. t €i'�*'- #�•{ �EfS9G IRRIGATIONcc 2fi0 2" Cl. 315 Main Line 30.00 01.95 $ti15xrx°a"a�mtiaYCLASS315PVCOR .1� .:a,>"'y,::"`` tE,. # ,.:.A'`'>: s� {. CONTROL VALVE O OX WITH LOCKABLE LVE B 1 1" Plastic Control Valve 09.00 01.80 a 4• COVER 4 3/4" Sch. 40 Lateral Line 00.08 00.00 my�Trwv 1 � _ 1 _.. '` -� ..:.:,.. _.....�� 2 2" BRANDING, PER THE 0 IRRIGATIO NSPECIFICATIONS. 4 3/4" Sch. 40 Lateral Line 00.16 00.00 . a ' 3.R1Al WlixS`A'92@'�♦ =SvTkT \ -•"�'-..qZ,N'".. ""` ._..........� 3 (DCONTROLLER DESIGNATION4_...........24 4 3/4 3/ Sch. 40 Sch. 40 Lateral Line Lateral Line 00.24 00.32 00.00 00.00 5 O VALVE IDENTIFICATION G 4 3/4" Sch. 40 Lateral Line 00.40 00.00 ` (DROUND VALVE BOX WITH 4 3/4" Sch. 40 Lateral Line 00.48 00.00 CITY OF BAKERSFIELD t:II:F CITY OF BAKERSFIELD O VER. LOCKABLE CO nukn_s P ' _ LAN148 APEFENDIk C TIO DL Ag 4 3/4" Sch. 40 Lateral Line 00.56 00.00 T H1�A :I:�.Ts" Rd:sa 6r G I TTi .A}i� UAT TRRIGATTRIN. FATS IRRIGATION �° e�ti:I.4lrtalt CONTROL VALVE 4 3/4" Sch. 40 Lateral Line 00.64 00.00 Kfs».f& �}„�,-2 ........................... ... 'kll'Y',.wo....3`IV„�:.•. t=`rk;;'e@i': 8'£':::x'<.s'xR 4 ^� 11 7 /4 Sch. 40 Lateral Line 00.72 00.00 PLAN VIEW .----- ---- ...__......... .. - ------------- _._............... -._ ... - - __... _.._..... _ . 4 3/411 Sch 40 e Lateral Lin 00 80 00.00 TYPICAL TRENCHING BSCALE: IRRIGATION HEADS/QUICK COUPLER VALVE BOX HEAT BRANDING H SCALL: NTS 4 3/4" 11 Sch. 40 Lateral Line 00.88 00.00 NTS SCALE: NTS 4 3/4 Sch. 40 Lateral Line 00.96 00.00 4 4 3/4" 3/4" Sch. 40 Sch. 40 Lateral Line Lateral Line 01.04 01.12 00.00 00.01 _.---_----- - - ----- ._ _._- ___-.. . 0 LOW VOLTAGE WIRES, 3 MAXIMUM 4 3/4" Sch. 40 Lateral Line 01.20 00.01 O WIRES PASS THROUGH GROOVES IN TUBE LID TO 4 3/4" Sch. 40 Lateral Line 01.28 00.01 43 t..'` .:<.... ALLOW LID TO CLOSE 2 O CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE 1 MULCH- INSTALL WHERE LOCATED O I 4 IN SH RUB BEDS 4 4 3/4" „ 3/4 Sch. 40 Sch. 40 Lateral Line Lateral Line 01.36 01.44 00.01 00.01 �1 3 O O TUBE PRE -FILLED WITH WATERPROOF GEL O FINISH GRADE 2 3 4 3 4" / Sch. 40 Lateral Line 01.52 00.01 O LOCK TABS PREVENT WIRE REMOVAL ONCE 3� GRATED CAP 4 3/4" Sch. 40 Lateral Line 01.60 00.01 CONNECTOR IS INSERTED O BUBBLER PER LEGEND 5 4 3/4" Sch. 40 Lateral Line 01.65 00.01 CONNECTOR. O SCOTCHLOK ELECTRICAL SPRING CON 6 4 3/4" Sch. 40 Lateral Line 01.76 00.01 (INCLUDED) WIRES SHALL BE PRE -STRIPPED OF 1/2„ OF THE 5 CHECK VALVE INCLUDED Q 4 3/4 Sch. 40 Lateral Line 01.84 00.01 ROM&INSULATION 5 PRIOR TO INSERTION INTO THE (INCLUDED) � ' ° CONNECTIOR. TWIST CONNECTOR ONTO WIRES O SWING JOINT (INCLUDED) 4 3/4" Sch. 40 Lateral Line 01.92 00.01 FWM�4W.6 TO SEAT FIRMLY. 4 3/4" Sch. 40 Lateral Line 02.00 00.02 SCOTCHLOK CONNECTOR AND WIRES INSERTED O PVC LATERAL PIPE 4 3/4" Sch. 40 Lateral Line 02.08 00.02 '� 4 "M VW ``' VIII INTO TUBE UNTIL THE CONNECTOR PASSES LOCK O PVC SCH 40 TEE OR ELL 6 4 3/4" Sch. 40 Lateral Line 02.16 00.02 �� UM A5�-P�"*�Vf TABS DROOT INTRUSION BARRIER (INCLUDED) 11 } 4 3/4 Sch. 40 Lateral Line 02.24 00.02 5 " AwFA VknDWAM 000 INSTALL WITH FILTER FABRIC SLEEVE 0000000 NOTE: 0000000000 0000000000 0000000000 4 3/4" Sch. 40 Lateral Line 02.32 00.02 �� WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. 0000000000 0000000000 0000000000 4 „ 3/4 Sch. 40 Lateral Line 02.40 00.02 m11 KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE 00000 000 7 5 3/4" Sch. 40 Lateral Line 02.48 00.03 TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED 8 9 Misc Fittings Allowance 00.44 CITY OF BAKERSFIELD REVIS=,��; PREFILLED WITH GEL. Component Losses: 22.55 DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT (2 - 3) 0 fztTllsia�rT Ei; R t #14 OR (2) #12 PRE -STRIPPED COPPER WIRES. LARGER WIRES OR GREATER 0i,�Ftt 000 000000000 00 OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE SECTIONQUANTITIES Station #• Min. Req'rHead: 10.00 CONNECTION _- __- -_ _.,- _.__.__...................... _ _ _._ . ..._. ___- .. _-____-. __....._....- Farthest System 3.0' Elevation Loss: 01.30 TYPICAL SLEEVING WATERPROOF WIRE CONNECTION TREE WATERING SYSTEM Total PressureReq'r: 33.85 C SCALE: NTS SCALE: NTS ' SCALE: NTS Residual Pressure: 16.15 .15 1P uolz \ADSCAIlSol pF igrwture ,.W\ SEP R BE1 0, 2016 / �VW" � FC A DATE MAY 18,2015 SCALE NTS DRAWN BY JR CHECKED BY MER BIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME STREETSCAPE IRONROCK DEV. TRACT 6802 BAKERSFIELD, CA IRONROCK DEVELOPMENT 5401 BUSINESS PARK SOUTH, SUITE 220 BAKERSFIELD, CA 93309 PHONE (661)631-0112 S H E E T D E S C R I P T I O N IRRIGATION DETAILS AND CALCULATIONS R E V I S I O N S Q 5/7/15 REVISIONS AS PER REDLINES S H E E T N U M BE R L60 F 12 P R O JE C T N U M B ER 14-206 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. L7 4.83 LF. Q 5/7/15 REVISIONS AS PER REDLINES 2 DIE BIC 3 5 GAL. N 1 LAG I N D N 24" BOX STD 6 N ABE CON I 5 GAL. 4 1 DIE BIC 5 GAL. 13 1 ART PC 12 1 LIG JAP 5 GAL. 1 PIN ELD 15 GAL 9 DIE BIC 5 GAL. 6 ABE CON 5 GAL. B MOW CURB L7 8.5 LF. nID O pp C co -1 I O B MOW CURB LLL,j 4.83 LF. 2 DIE BIC 5 GAL. 1 LAG I N D 24" BOX STD 7 ABE CON 5 GAL. 4 DIE BIC 5 GAL. 1 0 "T IGHT LINE I 9 LIG JAP 5 GAL. I 24 1 DIE BICC_ 11 ART PC —,_ GAL. 5 GAL 15 ABE CON 5 GAL. 1 PYR CAL 24" BOX STD CALCULATIONS TOTAL LANDSCAPE SQUARE FOOTAGE BACK OF CURB TO BACK OF WALL- 14, 714 SF BACK OF SIDEWALK TO BACK OF WALL- 7,294 SF TREE QUANTITY CALCULATIONS AKERS 739' LF. /35'= 21 STREET TREES 21 TREES DESIGNED 11 TREES EVERGREEN 13 1 LIG JAP 5 GAL. 14 ART PC 5 GAL. 51 B � MOW CURB L7 4.83 LF. 2 DIE BIC 5 GAL. 1 LAG IND 24" BOX ST 6 ABE CON 5 GAL. DIE BIC 5 GAL. AKERS ROAD 2 PIN ELD I 15 GAL PLANTING LEGEN D- ABBREV. BOTANICAL NAME COMMON NAME TREES LAG IND LAGERSTOEMIA INDICA CRAPE MYRTLE 'MIAMI' PIN ELD PINUS ELDERICA PYR BRA PYRUS CALLERYANA 'BRADFORD' SHRUBS ABE CON ABELIA GRANDIFLORA 'CONFETTI' ART PC ARTEMISIA 'POWIS CASTLE' DIE BIC DIETES BICOLOR LIG JAP LIGUSTRUM JAPONICUM 'TEXAN U M' AFGHAN PINE GLOSSY ABELIA WORMWOOD FORTNIGHT LILY JAPANESE PRIVET B MOW CURB L7 4.83 LF. 2 1 DIE BIC 5 GAL. LAG IND 24" BOX STD 6 ABE CON 5 GAL. 4 DIE BIC 5 GAL. —�— 1 ART PC 5 GAL. 24" BOX 7 15 GAL 11 LOW BRACHING 24" BOX STD 3 5 GAL 5 GAL 5 GAL 5 GAL 94 88 125 72 .15 d. I.I v0D)SCAPF cli S08041, vim on W n Cr ignoture SE T B 2016 o n 'fl of 9TF OF C \F DATE MAY 18,2015 SCALE 1"=30' DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME STREETSCAPE IRONROCK DEV. TRACT 6802 BAKERSFIELD, CA IRONROCK DEVELOPMENT 5401 BUSINESS PARK SOUTH, SUITE 220 BAKERSFIELD, CA 93309 PHONE (661)631-0112 S H E E T D E S C R I P T I O N PLANTING PLAN R E V I S I O N S Q 5/7/15 REVISIONS AS PER REDLINES 3 Q. d J tD O N I a> L / N U V) 0 N O 00 E to _ O. U.. H O SHEET NUMBER �o N L70F 12 I 1 P R O J E C T N U M B E R N .o 14-206 00 j o RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR N COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. _�� 1 SOILS MANAGEMENT REPORT THE SOIL ANALYSIS REPORTS IS FROM MIDWEST LABORATORIES. SODIUM LEVELS ARE HIGH AND ORGANIC MATTER IS VERY LOW. THE NITROGEN, PHOSPHORUS LEVELS ARE VERY HIGH, AND POTASSIUM MODERATE. CONSIDER FERTILIZERS LOW IN NITROGEN AND PHOSPHORUS VALUES. THE ANALYSIS SHOWS THE SOIL TO BE VERY LOW IN ORGANIC MATTER. THIS WILL LIMIT THE SOILS ABILITY TO STORE AND EXCHANGE NUTRIENTS ALONG WITH POOR PHYSICAL CHARACTERISTICS. HIGH RATES OF STABLE ORGANIC MATTER NEEDS TO BE ADDED BEFORE INSTALLATION OF PLANT MATERIAL. THE FIRST NUMBER ON THE SOIL TEST THAT STANDS OUT IS THE pH, WHICH IS AT 7.9. THE pH OF AN ALKALINE SOIL IS LOWERED BY ADDING SULFUR, IRON SULPHATE OR ALUMINUM SULPHATE, ALTHOUGH THESE TEND TO BE EXPENSIVE, AND THE EFFECTS SHORT TERM. IDEALLY YOU WANT THE pH TO BE CLOSER TO 7.0. REDUCING THE SOIL pH WILL ALSO INCREASE THE AVAILABILITY OF FERTILIZERS ALREADY IN THE SOIL THAT ARE UNAVAILABLE TO THE PLANT, OR WHEN FERTILIZERS ARE ADDED, REDUCING THE pH WILL INCREASE THE UPTAKE OF THOSE NUTRIENTS. REMEMBER THAT PHOSPHATE IS THE KEY TO ALL PLANT CELL PROCESSES INVOLVING ENERGY TRANSFER. PLANTS USE PHOSPHATE IN ATP WHICH IS THE CURRENCY OF ENERGY EXCHANGE IN A PLANT. WITHOUT PHOSPHATE IN ADEQUATE SUPPLY A PLANT CANNOT T EXCHANGE ALL THE ENERGY COLLECTED FROM PHOTOSYNTHESIS. THESE PLANTS MAY REMAIN GREEN, BUT WILL NOT THRIVE AND GROW WELL. SODIUM IS SHOWING CONCENTRATED LEVELS WHICH CAN AFFECT THE PLANTS AFTER INSTALLATION. THE SYMPTOMS OF SODIUM TOXICITY OCCUR FIRST ON THE OLDEST LEAVES SINCE A PERIOD OF TIME IS NORMALLY REQUIRED BEFORE ACCUMULATION REACHES TOXIC CONCENTRATION. SYMPTOMS USUALLY APPEAR AS A BURN OR DRYING OF TISSUE AT THE OUTER EDGES OF THE LEAF AND AS SEVERITY INCREASES, THE SYMPTOMS PROGRESS INWARD BETWEEN THE VEINS TOWARDS THE CENTER OF THE LEAF. THE BEST RECOMMENDATION FOR THIS PROPERTY WOULD BE TO ADD HUMIC ACID IN GRANULAR FORM. THE HUMIC MOLECULES WILL HELP WITH THE RELEASE OF NUTRIENTS AND BALANCE THE pH NATURALLY. THE GRANULAR HUMIC ACID MENTIONED ABOVE IS pH 3.0 WHICH WILL ALSO INCREASE THE AVAILABILITY OF PHOSPHOROUS THAT IS STORED IN THE SOIL. IRON IS MODERATE, AND COULD BE ADDED DURING PRE -PLANT OR IN FERTILIZATION PROGRAM. RECOMMENDATIONS AS FOLLOWS: FIRST STEP IS TO AMEND THE SOIL WITH A HIGH QUALITY STABLE HUMIC ACID PRODUCT. THIS WILL GIVE THE SOIL THE ORGANIC MATTER IT NEEDS, AND BECAUSE IT'S STABLE IT WILL BUFFER SODIUM, AND BALANCE THE pH NATURALLY FOR YEARS, WITH ADEQUATE MAINTENANCE. COMPLETE SITE RECOMMENDATIONS AND RATES FOR SOIL AMENDING: SIGN WALL - N.T.S. 6" X 8" X16" SPLITFACE BLOCK, ORCO; COLOR: BLACK 250 2"X 8" X16" WIDE CONCRETE CAP, ORCO; COLOR: COOL GRAY 8'x 6" x 16" PRECISION BLOCK: COLOR: COOL GRAY 12" X12" TAN TILE AT A 45 DEGREE DIAGONAL WITH TAN GROUT 12" HIGH ETCHED LETTERING IN FUN BOLD FONT. LETTERS TO BE PAINTED BLACK 3.5" WIDE PRECAST CONCRETE LENTIL ORCO #D24 WITH LEFT AND RIGHT RETURNS FOR CORNERS. UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, STRUCTURAL IMPROVEMENTS AND HARDSCAPE SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. PLANT LIST ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY PLAN CHECK. SAMPLES OF FERTILIZERS, ORGANIC AMENDMENT, SOIL CONDITIONERS, AND SEED SHALL BE SUBMITTED PRIOR TO INCORPORATION. CONTRACTOR SHALL FURNISH TO THE CITY/OWNER'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED MATERIALS. LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE CITY/OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. M mW CIT'` OF BAKERSFIELD DLIM,X[L FOR TREEANM A. HUMATE SOIL CONDITIONER - 45% HUMIC ACID - AG GRADE @ 500 7i?a8�ie��173 W_I_w 'QUO" W"Ml LBS PER 1000 SQ FT. SPREAD EVENLY AFTER TILLING, GRADING, TYPICAL AND BEFORE PLANTING. DRAG OR RAKE INTO THE TOP 2-4 INCHES. PLANTING B. LIVE EARTH 8-0-8 PRODUCT - @ 20 LBS PER 1000 SQ FT. SPREAD EVENLY AFTER SOIL CONDITIONER, RAKE INTO TOP 2-4 INCHES, WATER IN START PLANTING. TREES AND SHRUBS: A. HUMATE SOIL CONDITIONER - 45% HUMIC ACID - AG GRADE @ APPROX 1 LB PER GAL CONTAINER. ADD TO BACK FILL. B. LIVE EARTH 8-0-8 PRODUCT - @ 1/4 LB PER GAL CONTAINER. MIX WITH BACK FILL, PLANT, AND WATER. MAINTENANCE APPLICATION 4 WEEKS AFTER INSTALL: i APPLICATION OF IRON 10 (10% FE NON STAINING) @ 15 LBS PER 1000 SQ V) 0 FT. APPLIED AROUND TREE WELLS AND PLANTER AREAS. REPEAT IN 6 26'-10' WEEKS. 2'-5" PLEASE CALL TODD BURNS OF LIVE EARTH WITH ANY QUESTIONS OR 12' CONCERNSE 661-978-7307. a N � I a SHEET NUMBER to NPLANTING L80F 12 PLAN NOTES ; a • : •• - - .: ,. :. Z ...v... h... — — - O CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT co -- � NECESSARY TO FURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE ;........,............:....::......>,,.,..,.,.........:...,,,,..............,...:,:,......,...............>......:....... ............. DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. Eo SIGN WALL - N.T.S. 6" X 8" X16" SPLITFACE BLOCK, ORCO; COLOR: BLACK 250 2"X 8" X16" WIDE CONCRETE CAP, ORCO; COLOR: COOL GRAY 8'x 6" x 16" PRECISION BLOCK: COLOR: COOL GRAY 12" X12" TAN TILE AT A 45 DEGREE DIAGONAL WITH TAN GROUT 12" HIGH ETCHED LETTERING IN FUN BOLD FONT. LETTERS TO BE PAINTED BLACK 3.5" WIDE PRECAST CONCRETE LENTIL ORCO #D24 WITH LEFT AND RIGHT RETURNS FOR CORNERS. UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, STRUCTURAL IMPROVEMENTS AND HARDSCAPE SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. PLANT LIST ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY PLAN CHECK. SAMPLES OF FERTILIZERS, ORGANIC AMENDMENT, SOIL CONDITIONERS, AND SEED SHALL BE SUBMITTED PRIOR TO INCORPORATION. CONTRACTOR SHALL FURNISH TO THE CITY/OWNER'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED MATERIALS. LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE CITY/OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. M mW CIT'` OF BAKERSFIELD DLIM,X[L FOR TREEANM SECTION Em REVISIONS STANDA I) -A ): 1O 1 " IN TURF AREA AND 2" IN SHRUB BED 2O CONCRETE MOW STRIP WITH Y2" RADIUS ALONG ALL EXPOSED EDGES O FINISH GRADE 4� #4 HORIZONTAL REBAR, CONTINUOUS - 3" CLEAR �5 NATIVE SOIL OR COMPACTED SUBGRADE O 3%" BITUMINOUS FELT EXPANSION JOINTS @ 20' O.C. MAX 7O SCORE JOINTS @ 5' O.C. I yr. CONCRETE MOW CURB LJ % SCALE: 1,,=l, -o,, AMENDMENTS, S C H T A INDICATED IN THE SOILS REPORTS 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. TREES SHALL BE PLANTED NO CLOSER THAN TEN FEET (10') FROM UTILITIES. TREES PLANTED WITHIN FIVE FEET (5') OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER AS APPROVED BY THE CITY/OWNER'S AUTHORIZED REPRESENTATIVE. IF, DURING PLANTING OPERATIONS THERE SEEMS TO BE MINIMAL OR NO PERCOLATION IN PLANTING PITS, CONTRACTOR SHALL CEASE PLANTING OPERATIONS AND IMMEDIATELY NOTIFY THE CITY/OWNER'S AUTHORIZED REPRESENTATIVE TO DISCUSS ALTERNATIVE TO MAINTAINING POSITIVE ROOTBALL DRAINAGE MEASURES. CONTRACTOR TO APPLY A 2" LAYER OF MULCH, AS APPLICABLE, IN ALL SHRUB AND GROUNDCOVER AREAS. CONTRACTOR TO SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. DATE ma m— Z_s"` :. :lam 1, 7i?a8�ie��173 W_I_w 'QUO" W"Ml A TYPICAL TREE/SHRUB PLANTING SECTION Em REVISIONS STANDA I) -A ): 1O 1 " IN TURF AREA AND 2" IN SHRUB BED 2O CONCRETE MOW STRIP WITH Y2" RADIUS ALONG ALL EXPOSED EDGES O FINISH GRADE 4� #4 HORIZONTAL REBAR, CONTINUOUS - 3" CLEAR �5 NATIVE SOIL OR COMPACTED SUBGRADE O 3%" BITUMINOUS FELT EXPANSION JOINTS @ 20' O.C. MAX 7O SCORE JOINTS @ 5' O.C. I yr. CONCRETE MOW CURB LJ % SCALE: 1,,=l, -o,, AMENDMENTS, S C H T A INDICATED IN THE SOILS REPORTS 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. TREES SHALL BE PLANTED NO CLOSER THAN TEN FEET (10') FROM UTILITIES. TREES PLANTED WITHIN FIVE FEET (5') OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER AS APPROVED BY THE CITY/OWNER'S AUTHORIZED REPRESENTATIVE. IF, DURING PLANTING OPERATIONS THERE SEEMS TO BE MINIMAL OR NO PERCOLATION IN PLANTING PITS, CONTRACTOR SHALL CEASE PLANTING OPERATIONS AND IMMEDIATELY NOTIFY THE CITY/OWNER'S AUTHORIZED REPRESENTATIVE TO DISCUSS ALTERNATIVE TO MAINTAINING POSITIVE ROOTBALL DRAINAGE MEASURES. CONTRACTOR TO APPLY A 2" LAYER OF MULCH, AS APPLICABLE, IN ALL SHRUB AND GROUNDCOVER AREAS. CONTRACTOR TO SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. DATE MAY 18,2015 SCALE 1"=30' DRAW N BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME STREETSCAPE IRONROCK DEV. TRACT 6802 BAKERSFIELD, CA IRONROCK DEVELOPMENT 5401 BUSINESS PARK SOUTH, SUITE 220 BAKERSFIELD, CA 93309 PHONE (661)631-0112 S H E E T D E S C R I P T I O N PLANTING DETAILLS, NOTES &SOILS MANAGEMENT REPORT R E V I S I O N S 5/7/15 REVISIONS AS PER REDLINES 1� 3 v IL a J to 0 N I N N N r N U Cl i V) 0 i N 0 00 E � a N � 0 SHEET NUMBER to N L80F 12 11 PROJECT N U M B E R N �o 14-206 0 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR N COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. GENERAL CONDITIONS ' 1. DEFINITIONS 20. INDEMNIFICATION vODSCApF A. WORDS USED HEREIN IN THE MASCULINE GENDER INCLUDE THE FEMININE AND NEUTER, AND VICE B. NO CLAIM FOR ADDITIONAL WORK OR MATERIAL WILL BE ALLOWED UNLESS SUPPORTED BY A WRITTEN A. TO THE FULLEST EXTENT PERMITTED BY LAW THE CONTRACTOR SHALL INDEMNIFY AND HOLD VERSA; THE SINGULAR NUMBER INCLUDES THE PLURAL, AND THE PLURAL THE SINGULAR. THE WORD CHANGE ORDER SIGNED BY THE CITY/OWNER AND THE CONTRACTOR STATING THEIR AGREEMENT UPON HARMLESS THE CITY/OWNER, LANDSCAPE ARCHITECT, LANDSCAPE ARCHITECT'S CONSULTANTS, AND �`�� 0 "PERSON" INCLUDES A CORPORATION, ASSOCIATION OR PARTNERSHIP. ALL OF THE FOLLOWING: AGENTS AND EMPLOYEES OF ANY OF THEM FROM AND AGAINST CLAIMS, DAMAGES, LOSSES AND B. UNLESS OTHERWISE SPECIFICALLY DEFINED HEREIN, OR UNLESS THE CONTEXT REQUIRES A DIFFERENT - CHANGE IN THE WORK. EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEYS' FEES, ARISING OUT OF OR RESULTING FROM ign tine MEANING, ALL WORDS, ABBREVIATIONS, SYMBOLS, TERMS AND PHRASES HAVING A WELL KNOWN OR - AMOUNT OF THE ADJUSTMENT IN THE CONTRACT SUM; AND PERFORMANCE OF THE WORK, PROVIDED THAT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS SE pMB 30 2016 TECHNICAL MEANING SHALL BE SO CONSTRUED. - EXTENT OF THE ADJUSTMENT IN THE CONTRACT TIME, IF ANY. ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY TO OR DESTRUCTION C. WHENEVER IN THESE SPECIFICATIONS, OR IN ANY DOCUMENTS OR INSTRUMENTS WHERE THESE 11. CONTROL OF MATERIALS OF TANGIBLE PROPERTY (OTHER THAN WORK ITSELF) INCLUDING LOSS OF USE RESULTING �lgTF �Ep�� THEREFROM, BUT ONLY TO THE EXTENT CAUSED IN WHOLE OR IN PART BY NEGLIGENT ACTS OR OF CAS SPECIFICATIONS GOVERN, THE FOLLOWING TERMS ARE USED, THE INTENT AND MEANING THEREOF A. MATERIALS, PARTS AND EQUIPMENT TO BE FURNISHED BY THE CONTRACTOR SHALL BE NEW, UNLESS OMISSIONS OF THE CONTRACTOR, A SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED SHALL BE AS FOLLOWS: OTHERWISE SPECIFIED IN THESE SPECIFICATIONS OR NOTED ON THE DRAWINGS. THE MATERIALS SHALL BY THEM OR ANYONE FOR WHOSE ACTS THEY MAY BE LIABLE, REGARDLESS OF WHETHER OR NOT CONTRACT - REPRESENTS THE ENTIRE AND INTEGRATED AGREEMENT BETWEEN THE CITY/OWNER BE MANUFACTURED, HANDLED, AND USED IN A WORKMANLIKE MANNER. SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. AND THE CONTRACTOR. THE CONTRACT DOCUMENTS FORM THE CONTRACT FOR CONSTRUCTION. B. ALL MATERIALS SHALL BE SUBJECT TO RIGID INSPECTION AND IF, IN THE OPINION OF THE CITY/OWNER SUCH OBLIGATION SHALL NOT BE CONSTRUED TO NEGATE, ABRIDGE, OR REDUCE OTHER RIGHTS OR D A T E MAY 18, 2015 CONTRACT DOCUMENTS - THESE SPECIFICATIONS, THE DRAWINGS, ADDENDA ISSUED PRIOR TO THE SAME DO NOT COMPLY WITH THE CONTRACT DOCUMENTS, SAID MATERIALS SHALL BE REJECTED OBLIGATIONS OF INDEMNITY WHICH WOULD OTHERWISE EXIST AS TO A PARTY OR PERSON DESCRIBED S C A L E N/A EXECUTION OF THE CONTRACT, AND THE CONTRACT BETWEEN THE CITY/OWNER AND THE AND IMMEDIATELY REMOVED FROM THE PREMISES AT THE EXPENSE OF THE CONTRACTOR. IN THIS SECTION. CONTRACTOR. C. MANUFACTURERS WARRANTIES, GUARANTIES, INSTRUCTIONS SHEETS AND PARTS LISTS, WHICH ARE B. IN CLAIMS AGAINST ANY PERSON OR ENTITY INDEMNIFIED UNDER THIS SECTION BY AN EMPLOYEE OF D R A W N BY CONTRACTOR - THE PERSON OR ENTITY WHOSE BID IS ACCEPTED AND TO WHOM THE CONTRACT IS FURNISHED WITH CERTAIN ARTICLES OR MATERIALS INCORPORATED IN THE WORK, SHALL BE DELIVERED THE CONTRACTOR, A SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM OR AWARDED. TO THE CITY/OWNER PRIOR TO ACCEPTANCE OF THE WORK. ANYONE FOR WHOSE ACTS THEY MAY BE LIABLE, THE INDEMNIFICATION OBLIGATION UNDER THIS CHECKED B Y LANDSCAPE ARCHITECT -THE PROFESSIONAL SERVICES FIRM WHO PREPARED THE PROJECT 12. SAMPLES AND TESTS 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 DRAWINGS AND SPECIFICATIONS FOR THE CITY/OWNER: THE CONTRACTOR SHALL FURNISH SUCH SAMPLES OF ALL MATERIALS AS REQUESTED BY THE OWNER COMPENSATION ACTS, DISABILITY BENEFIT ACTS OR OTHER EMPLOYEE BENEFIT ACTS. CITY/OWNER - IS THE PERSON OR ENTITY IDENTIFIED AS SUCH IN THE CONTRACT. WITHOUT CHARGE. LABOR AND EQUIPMENT NECESSARY FOR THE FURNISHING OF SUCH SAMPLES SHALL�r«.:,,,... C. THE OBLIGATIONS OF THE CONTRACTOR UNDER THIS SECTION SHALL NOT EXTEND TO THE LIABILITY OF BE THE RESPONSIBILITY OF THE CONTRACTOR. WORK - THE TERM WORK OR PROJECT MEANS THE CONSTRUCTION AND SERVICES REQUIRED BYTHE LANDSCAPE ARCHITECT THE LANDSCAPE ARCHITECT'S CONSULTANTS AND AGENTS AND THE CONTRACT DOCUMENTS AND INCLUDES PROVIDING ALL LABOR, MATERIALS, EQUIPMENT, 13. SUBSTITUTION OR EQUIVALENTS EMPLOYEES OF ANY OF THEM ARISING OUT OF (1) THE PREPARATION OR APPROVAL OF MAPS,::..�� . a TRANSPORTATION, TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE THE WORK INA A. FOR CONVENIENCE IN DESIGNATION ON THE DRAWINGS OR IN THE SPECIFICATIONS CERTAIN ARTICLES DRAWINGS, OPINIONS, REPORTS, SURVEYS, CHANGE ORDERS, DESIGNS OR SPECIFICATIONS, OR (2) SATISFACTORY MANNER. �. `�:::::.: THE GIVING OF OR THE FAILURE TO GIVE DIRECTIONS OR INSTRUCTIONS BY THE LANDSCAPE :;: > :::;: \> OR MATERIALS TO BE INCORPORATED IN THE WORK MAY BE DESIGNATED UNDER A TRADE NAME OR THE\,. <:�\\ 2. CONSTRUCTION PROCEDURE NAME OF A MANUFACTURER AND CATALOGUE NUMBER. SUBJECT TO APPROVAL BY THE CITY/OWNER OR ARCHITECT, THE LANDSCAPE ARCHITECT'S CONSULTANTS, AND AGENTS AND EMPLOYEES OF ANY OF LANDSCAPE ARCHITECT AN ALTERNATIVE ARTICLE OR MATERIAL MAY BE UTILIZED.THEM PROVIDED SUCH GIVING OR FAILURE TO GIVE IS THE PRIMARY CAUSE OF THE INJURY OR CONTRACTOR SHALL NOT BE RELIEVED OF OBLIGATIONS TO PERFORM THE WORK IN ACCORDANCE ::;,:::;<< :::.:;:.;�:::.:: ,�,® ;:, DAMAGE. WITH THE CONTRACT DOCUMENTS EITHER ,:; • CU S T ER BY ACTIVITIES OR DUTIES OF THE CITY/OWNER, LANDSCAPE B. THE BURDEN OF PROOF AS TO THE QUALITY AND SUITABILITY OF ALTERNATIVES SHALL BE UPON THE g,. NON ARCHITECT, OR BY TESTS, INSPECTIONS OR APPROVALS REQUIRED OR PERFORMED BY PERSONS CONTRACTOR. 21. SAFETY OF PERSONS AND PROPERTY OTHER THAN THE CONTRACTOR. 14. F A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL `\�;::;>;* CERTIFICATES O COMPLIANCE \ ,�, ` , *;;,, 3. NON -ASSIGNABILITY SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT. >»>'' .:�:> WHEN REQUESTED, CONTRACTOR SHALL FURNISH THE CITY/OWNER WITH A CERTIFICATE OF NEITHER THE CONTRACT THAT MAY BE AWARDED, NOR ANY OF THE MONIES THAT MAY BECOME DUE TOB. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS FOR SAFETY OF, AND SHALL PROVIDE` COMPLIANCE WHICH INDICATES THAT: _>> ®� THE CONTRACTOR UNDER SUCH CONTRACT, MAY BE ASSIGNED BY SAID CONTRACTOR WITHOUT THE (a) PLANTS WERE INSTALLED AS SPECIFIED. REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO: EMPLOYEES ON THE WORK WRITTEN CONSENT OF THE CITY/OWNER. (b) THE IRRIGATION SYSTEM WAS INSTALLED AS SPECIFIED. AND OTHER PERSONS WHO MAY BE AFFECTED THEREBY; THE WORK AND MATERIALS AND EQUIPMENT 4. SERVICE OF NOTICE (c) AN IRRIGATION AUDIT HAS BEEN PERFORMED. TO BE INCORPORATED THEREIN,WHETHER IN STORAGE ON OR OFF THE SITE, UNDER CARE, CUSTODY R I OS DESIGN STUDIO (d) OTHER CRITERIA OF THE ORDINANCE HAS BEEN MET ALONG WITH A LIST OF ANY OBSERVED OR CONTROL OF THE CONTRACTOR OR THE CONTRACTOR'S SUBCONTRACTORS; AND OTHER THE DELIVERY OR MAILING OF ANY NOTICE, INSTRUCTION, CLAIM OR PROTEST, OR OTHER WRITTEN PROPERTY AT THE SITE OR ADJACENT THERETO, SUCH AS TREES, SHRUBS, LAWNS, WALKS, LANDSCAPE ARCHITECTURE &DESIGN COMMUNICATIONS, PERSONALLY TO THE CONTRACTOR OR TO THE CITY/OWNER, SHALL CONSTITUTE DEFICIENCIES. PAVEMENTS, ROADWAYS, STRUCTURES AND UTILITIES NOT DESIGNATED FOR REMOVAL, RELOCATION www.dosdesign.com SERVICE THEREOF UPON THE CONTRACTOR, OR THE CITY/OWNER, RESPECTIVELY. THE FOLLOWING SHALL BE SUBMITTED WITH THE CERTIFICATE OF COMPLIANCE: OR REPLACEMENT IN THE COURSE OF CONSTRUCTION. 5. SUBCONTRACTS (a) IRRIGATION SCHEDULE. C. THE CONTRACTOR SHALL GIVE NOTICES AND COMPLY WITH APPLICABLE LAWS, ORDINANCES, RULES, 3805 ORA VISTA AVENUE A. CONTRACTOR SHALL SET FORTH IN THE BID THE NAME AND THE LOCATION OF EACH SUBCONTRACTOR (b) LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. REGULATIONS AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING ON SAFETY OF PERSONS OR BAKERSFIELD, CALIFORNIA WHO WILL PERFORM WORK OR LABOR OR RENDER SERVICE TO THE CONTRACTOR IN OR ABOUT THE (c) LANDSCAPE IRRIGATION AUDIT SCHEDULE. PROPERTY OR THEIR PROTECTION FROM DAMAGE, INJURY OR LOSS. 93309 CONSTRUCTION OF THE WORK. (d) IRRIGATION AUDIT REPORT. D. THE CONTRACTOR SHALL SO CONDUCT OPERATIONS AS TO OFFER THE LEAST POSSIBLE OBSTRUCTION P: 661.835.9259 B. CONTRACTOR MUST HAVE THE WRITTEN CONSENT OF THE CITY/OWNER TO SUBSTITUTE A SUBCON- 15. SUFFICIENCY OF TIME AND INCONVENIENCE TO THE PUBLIC. THE CONTRACTOR SHALL HAVE UNDER CONSTRUCTION NO F: 661.367.5284 TRACTOR OTHER THAN THAT DESIGNATED IN THE BID. SHOULD THE CONTRACTOR BE OBSTRUCTED OR DELAYED IN THE PROSECUTION OR COMPLETION OF THE GREATER AMOUNT OF WORK THAN CAN BE PERFORMED PROPERLY WITH DUE REGARD TO THE RIGHTS 6. BONDS AND INSURANCE PROJECT BY THE ACT, NEGLECT, DELAY OR DEFAULT OF THE CITY/OWNER, OR AS A RESULT OF STRIKES, OF THE PUBLIC. FIRE, FLOOD, LIGHTING, STORMS OR EARTHQUAKES, OR BY UNAVOIDABLE CALAMITY, OR OTHER 22. PROJECT SITE MAINTENANCE A. BEFORE EXECUTION OF THE CONTRACT WITH THE CITY/OWNER, THE CONTRACTOR SHALL FILE WITH THE UNFORESEEN CAUSES THAT IN THE OPINION OF THE CITY/OWNER, ARE BEYOND THE CONTROL OF THE PROJECT &CLIENT NAME CITY/OWNER SURETY BONDS AND APPLICABLE PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE CONTRACTOR, THEN THE CITY/OWNER MAY CONSIDER AN EXTENSION OF TIME FOR THE COMPLETION OF A. THROUGHOUT ALL PHASES OF CONSTRUCTION, AND UNTIL ACCEPTANCE OF THE WORK, THE SATISFACTORY TO THE CITY/OWNER IN THE AMOUNTS AND FOR THE PURPOSES SPECIFIED IN THE THE PROJECT. CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. STREETSCAPE CONTRACT. BONDS SHALL BE DULY EXECUTED BY A RESPONSIBLE CORPORATE SURETY, AUTHORIZED 16. STOPPAGE OF WORK AND ANNULMENT OF CONTRACT B. COSTS INCURRED DUE TO CLEANUP OPERATIONS SHALL BE AS INCLUDED IN THE PRICES BID FOR THE TO ISSUE SUCH BONDS IN THE APPLICABLE STATE OF THE PROJECT AND SECURED THROUGH AN VARIOUS ITEMS OF WORK AND NO SEPARATE PAYMENT WILL BE MADE THEREFOR. AUTHORIZED AGENT. CONTRACTOR SHALL PAY ALL BOND PREMIUMS, COSTS AND INCIDENTALS. A. IF THE CONSTRUCTION OF THE PROJECT BE ABANDONED BY THE CONTRACTOR, OR IF AT ANY TIME THE B. CHANGES IN THE WORK, OR EXTENSIONS OF TIME, MADE PURSUANT TO THE CONTRACT, SHALL IN NO CITY/OWNER SHALL BE OF THE OPINION THAT THE PERFORMANCE OF THE CONTRACT IS UNNECESSARILY 23. AIR POLLUTION IRONROCK DEV. WAY RELEASE THE CONTRACTOR OR SURETY FROM THEIR OBLIGATIONS. OR UNREASONABLY DELAYED, OR THAT THE CONTRACTOR IS WILLFULLY VIOLATING ANY OF THE CONTRACTOR SHALL COMPLY WITH ALL AIR POLLUTION CONTROL RULES, REGULATIONS, ORDINANCES CONDITIONS OR COVENANTS OF THE CONTRACT, THE CITY/OWNER MAY NOTIFY THE CONTRACTOR NOT AND STATUTES WHICH APPLY TO ANY WORK PERFORMED PURSUANT TO THE CONTRACT AND SHALL TRACT 6802 7. DRAWINGS AND SPECIFICATIONS TO RESUME OR TO DISCONTINUE, AS THE CASE MAY BE, ALL WORK OR ANY PART THEREOF NOT DISCHARGE SMOKE, DUST OR ANY OTHER AIR CONTAMINANTS INTO THE ATMOSPHERE IN SUCH BAKERSFIELD, CA THE CONTRACTOR SHALL KEEP AT THE PROJECT SITE A COPY OF THE DRAWINGS AND SPECIFICATIONS. CONTEMPLATED UNDER THE CONTRACT BY A WRITTEN NOTICE SERVED UPON CONTRACTOR. THE QUANTITY AS WILL VIOLATE THE REGULATIONS OF ANY LEGALLY CONSTITUTED AUTHORITY. IN THE EVENT A DISCREPANCY EXISTS BETWEEN FIGURES AND/OR DRAWINGS, THE DISCREPANCY SHALL CITY/OWNER SHALL CHARGE THE EXPENSE OF SUCH EQUIPMENT, LABOR AND MATERIALS, PLUS TEN BE IMMEDIATELY SUBMITTED TO THE CITY/OWNER FOR CLARIFICATION. ANY ADJUSTMENT MADE BY THE PERCENT (10%) OF THE COST THEREOF, FOR ADMINISTRATIVE EXPENSE AGAINST ANY SUMS OF MONEY 24. NOISE CONTROL CONTRACTOR WITHOUT OBTAINING SUCH CLARIFICATION FROM THE CITY/OWNER SHALL BE AT THE DUE OR TO BECOME DUE THE CONTRACTOR, OR AGAINST THE SURETIES TO THE EXTENT OF THEIR CONTRACTOR SHALL COMPLY WITH ALL LOCAL SOUND CONTROL AND NOISE LEVEL REGULATIONS AND A. CONTRACTOR'S RISK AND EXPENSE AND BE SUBJECT TO REMOVAL IF SAID ADJUSTMENT DOES NOT MEET LIABILITY. ORDINANCES WHICH APPLY TO ANY WORK PERFORMED PURSUANT TO THE CONTRACT, AND SHALL IRONROCK DEVELOPMENT THE APPROVAL OF THE CITY/OWNER. B. IN LIEU OF THE FOREGOING PROVISIONS TO SUSPEND THE CONTRACT, THE CITY/OWNER MAY PAY THE MAKE EVERY EFFORT TO CONTROL AN UNDUE NOISE RESULTING FROM THE CONSTRUCTION 5401 BUSINESS PARK SOUTH, SUITE 220 B. THE CONTRACT DOCUMENTS, AS DEFINED HEREIN, ARE INTENDED TO BE READ TOGETHER TO DESCRIBE CONTRACTOR FOR THE COMPLETED PORTIONS OF THE PROJECT ACCORDING TO THE PROVISIONS OF OPERATION. A COMPLETE AND FINISHED PIECE OF WORK, INCLUDING ALL LABOR, MATERIALS AND EQUIPMENT THE CONTRACT AND MAY TREAT THE PORTIONS REMAINING UNCOMPLETED AS IF SAID PORTIONS HAD 25. PESTICIDES/HERBICIDES BAKERSFIELD, CA 93309 NECESSARY FOR THE PROPER EXECUTION OF THE PROJECT. ANYTHING IN THE SPECIFICATIONS AND NEVER BEEN INCLUDED OR CONTEMPLATED BY THE CONTRACT. CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE DEPARTMENT OF FOOD AND PHONE (661)631-0112 NOT ON THE DRAWINGS, OR ON THE DRAWINGS AND NOT IN THE SPECIFICATIONS, SHALL BE AS THOUGH 17. TEMPORARY SUSPENSION OF WORK AGRICULTURE, THE DEPARTMENT OF HEALTH, THE DEPARTMENT OF INDUSTRIAL RELATIONS AND ALL SH EET DESCRIPTION SHOWN OR MENTIONED IN BOTH. THE CITY/OWNER MAY ORDER THE CONTRACTOR TO SUSPEND THE WORK ON THE PROJECT WHOLLY OR OTHER AGENCIES WHICH GOVERN THE USE OF PESTICIDES/HERBICIDES REQUIRED IN THE 8. SHOP DRAWINGS OR PRODUCT DATA AND SAMPLES IN PART FOR SUCH PERIOD OF TIME AS MAY BE DEEMED NECESSARY DUE TO UNSUITABLE WEATHER OR PERFORMANCE OF THE WORK. A. SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND SIMILAR SUBMITTALS ARE NOT CONTRACT TO SUCH OTHER CONDITIONS AS MAY BE CONSIDERED UNFAVORABLE FOR THE SUITABLE PROSECUTION 26. DUST CONTROL GENERAL DOCUMENTS. THE PURPOSE OF THEIR SUBMITTALS IS TO DEMONSTRATE FOR THOSE PORTIONS OF THE OF THE WORK. WORK SHALL BE RESUMED WHEN CONDITIONS ARE FAVORABLE OR WHEN THE METHODS THE CONTRACTOR SHALL ABATE DUST NUISANCE BY CLEANING, SWEEPING AND SPRINKLING WITH WORK FOR WHICH SUBMITTALS ARE REQUIRED THE WAY THE CONTRACTOR PROPOSES TO CONFORM HAVE BEEN CORRECTED, AS DIRECTED AND APPROVED IN WRITING BY THE CITY/OWNER. WATER, OR OTHER MEANS AS NECESSARY, AND SHALL SAVE THE CITY/OWNER FREE AND HARMLESS SPECIFICATIONS TO THE INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE DRAWINGS. 18. LAWS TO BE OBSERVED FROM ANY CLAIM FOR LOSS OR DAMAGE SUSTAINED BY OTHERS AND RESULTING FROM OPERATIONS B. THE CONTRACTOR SHALL REVIEW, APPROVE, AND SUBMIT SUCH SUBMITTALS REQUIRED BY THE THE CONTRACTOR SHALL BE FULLY INFORMED OF ALL STATE AND NATIONAL LAWS AND MUNICIPAL ON THE PROJECT SITE. CONTRACT DOCUMENTS WITH REASONABLE PROMPTNESS AND IN SUCH SEQUENCE OR TO CAUSE NO ORDINANCES OR REGULATIONS WHICH IN ANY MANNER AFFECT THOSE ENGAGED OR EMPLOYED IN THE 27. UTILITIES DELAY IN THE WORK. WORK, OR THE MATERIALS USED IN THE WORK, OR WHICH IN ANY WAY AFFECT THE CONDUCT OF THE C. THE LANDSCAPE ARCHITECT'S REVIEW OF SUCH SUBMITTALS IS FOR THE LIMITED PURPOSE OF WORK, AND OF ALL SUCH ORDERS AND DECREES OF BODIES OR TRIBUNALS HAVING ANY JURISDICTION WHEN PLACING CONCRETE AROUND OR CONTIGUOUS TO ANY UTILITY, THE CONTRACTOR SHALL CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN OR AUTHORITY OVER THE SAME. ASSUME RESPONSIBILITY FOR COSTS TO FURNISH AND INSTALL A CUSHION OF EXPANSION JOINT REVISION S MATERIAL, CLEAR OPENING OR SLEEVE, OR BY OTHER SUITABLE MEANS SHALL PREVENT EMBEDMENT Q 517/15 REVISIONS AS PER REDLINES 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 19. LABOR CONDITIONS IN OR BONDING WITH THE CONCRETE. QUANTITIES, OR FOR SUBSTANTIATING INSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF CONTRACTOR SHALL COMPLY WITH APPLICABLE FEDERAL AND STATE PROVISIONS OF THE LABOR CODE 28. PATENTS AND ROYALTIES EQUIPMENT OR SYSTEMS, ALL OF WHICH REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. AND FAIR EMPLOYMENT PRACTICES. THE CONTRACTOR SHALL ABSORB IN ITS BID, THE PATENT FEES OR ROYALTIES ON ANY PATENTED D. THE LANDSCAPE ARCHITECT'S REVIEW SHALL NOT CONSTITUTE APPROVAL OF SAFETY PRECAUTIONS ARTICLE OR PROCESS WHICH MAY BE FURNISHED OR USED IN THE WORK. THE CONTRACTOR SHALL OR, OF ANY 'CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. INDEMNIFY AND HOLD THE CITY/OWNER HARMLESS FROM ANY LEGAL ACTIONS THAT MAY BE BROUGHT 9. SUBSURFACE DATA FROM INFRINGEMENT OF PATENTS. WHERE INVESTIGATIONS OF SITE CONDITIONS HAVE BEEN MADE INCLUDING SUBSURFACE CONDITIONS 29. PAYMENTS IN AREAS WHERE WORK IS TO BE PERFORMED UNDER THE CONTRACT, SUCH INVESTIGATIONS ARE A. THE CONTRACT SUM IS STATED IN THE CONTRACT AND, INCLUDING AUTHORIZED ADJUSTMENTS, IS THE MADE ONLY FOR THE PURPOSE OF STUDY AND DESIGN. ALL SOIL AND GEOLOGICAL TEST HOLE DATA, TOTAL AMOUNT PAYABLE BY THE CITY/OWNER TO THE CONTRACTOR FOR PERFORMANCE OF THE WATER TABLE ELEVATIONS AND AGRICULTURAL SUITABILITY SOIL ANALYSES APPLY ONLY AT THE WORK UNDER THE CONTRACT DOCUMENTS. LOCATIONS OF THE TEST AND TO THE DEPTHS INDICATED. B. BEFORE THE FIRST APPLICATION FOR PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE CITY/OWNER 10. CHANGE ORDERS A SCHEDULE OF VALUES ALLOCATED TO VARIOUS PORTIONS OF THE WORK, PREPARED IN SUCH FORM A. THE CITY/OWNER MAY AT ANY TIME PRIOR TO ACCEPTANCE OF THE WORK, BY WRITTEN ORDER TO AND SUPPORTED BY SUCH DATA TO SUBSTANTIATE ITS ACCURACY AS THE OWNER MAY REQUIRE. THIS CONTRACTOR AND WITHOUT NOTICE TO SURETIES, INCREASE OR DECREASE THE ESTIMATED QUANTITY SCHEDULE, UNLESS OBJECTED TO BY THE CITY/OWNER SHALL BE USED AS A BASIS FOR REVIEWING SHEET N UMBER OF WORK OR MATERIAL, MAKE ALTERATIONS, DEVIATIONS, ADDITIONS TO OR OMISSIONS FROM THE THE CONTRACTOR'S APPLICATIONS FOR PAYMENT. DRAWINGS AND SPECIFICATIONS, AND MAKE CHANGES IN THE PROJECT AS MAY BE DEEMED NECESSARY END OF SECTION OF 2 OR ADVISABLE, WITHIN THE GENERAL SCOPE THEREOF. P R O J E C T N U M B E R- 14-206 2 Pat. 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/OWNER 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/OWNER. 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/OWNER OR LANDSCAPE ARCHITECT IN WRITING PRIOR TO INSTALLATION. IN CASE OF DISCREPANCY, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY/OWNER. 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/OWNER 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. H. tJVR-PVC PIPE YVR PVG PIPE, WHERE INDIGATED GN THE DRAWINGS, SHALL BE ULTRA VIGLET RE&STANT, SISHEDULE -4.0 PvePIPE. FITTINGS SHALL BE UVR-pveFlTTINGS. 1. 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 (I") ABOVE FINISH GRADE, WITH VALVES SET AT SUFFICIENT DEPTH TO PROVIDE APPROPRIATE CLEARANCE BETWEEN THE COVER AND VALVE. K. GATE VALVES 1. GATE VALVES SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALLGATE 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. GATE VALVES SHALL BE DESIGNED TO PERMIT DISMANTLING TO REPLACE SEALING COMPONENTS WITHOUT REMOVAL OF THE VALVE BODY FROM THE PIPELINE. 4. GATE 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. O. 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 DIFFERENTCOLOR 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 ON -GRADE PIPES. 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 GRADE WITH NIPPLES OF THE SAME SIZE AS THE RISER OPENING IN 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/OWNER BEFORE CUTTING OR BREAKING PAVEMENT AND THEN MAKE ALL NECESSARY REPAIRS AND REPLACEMENTS TO THE SATISFACTION OF THE CITY/OWNER, AND AT NO ADDITIONAL COST TO THE CITY/OWNER. 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/OWNER PRIOR TO PLANTING OPERATIONS. TRENCHES SHALL NOT BE BACKFILLED UNTIL THE PIPELINE PRESSURE TESTS HAVE BEEN PERFORMED TO THE SATISFACTION OF THE CITY/OWNER. 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) 5. COVERAGE TEST SHALL DEMONSTRATE THAT EACH STATION AREA IS BALANCED TPROVIDE UNIFORM AND ADEQUATE COVERAGE. 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/OWNER. 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/OWNER THE FOLLOWING MATERIALS AT THE END OF CONSTRUCTION, PRIOR 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/OWNER WITH ONE (1) SET OF REPRODUCIBLE TRANSPARENCIES AS THE RECORD SET SHOWING THE AS -BUILT DATA, OF A QUALITY SATISFACTORY TO THE CITY/OWNER. 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/OWNER. 4. CONTRACTOR SHALL SUBMIT AS-BUILT/RECORD DRAWINGS TO CITY/OWNER FOR REVIEW PRIOR TO COMPLETING CONTROLLER CHARTS. 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 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/OWNER 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. .5 -(t ?. PP 1 • ?. \_p,NDSCAPF C SEPT M6ER 30 2016 * Eit C e Q �19�F OF C pOF�� DATE MAY 18,2015 SCALE N/A DRAWN BY CHECKED BY RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME STREETSCAPE IRONROCK DEV. TRACT 6802 BAKERSFIELD, CA IRONROCK DEVELOPMENT 5401 BUSINESS PARK SOUTH, SUITE 220 BAKERSFIELD, CA 93309 PHONE (661)631-0112 S H E E T D E S C R I P T I O N IRRIGATION SPECIFICATIONS R E V I S 1 0 N S Q 5/7/15 REVISIONS AS PER REDLINES SHEET NUMBER 1 OOF 12 P R O J E C T N U M B E R 14-206 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. LaNDSCAP£ 0 �E.Eg�009py�� c4l rn W C7 Signature `# V STTEMBER 30. 2016 / * , �De DATE MAY 18,2015 SCALE N/A DRAWN BY CHECKED BY RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME STREETSCAPE IRONROCK DEV. TRACT 6802 BAKERSFIELD, CA IRONROCK DEVELOPMENT 5401 BUSINESS PARK SOUTH, SUITE 220 BAKERSFIELD, CA 93309 PHONE (661)631-0112 S H E E T D E S C R I P T I O N IRRIGATION SPECIFICATIONS R E V I S I O N S Q 5/7/15 REVISIONS AS PER REDLINES S H E E T N U M B ER I I oF12 PROJECT NUMBER 14206 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/OWNER 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 S 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 R 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 N U 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/OWNER 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/OWNER. 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/OWNER 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/OWNER 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. TOPSOILWAY BE OBTAINED FROM THE SITE IF APPROVED BY THE CITY/OWNER. 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/OWNER, 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/OWNER. G. SOIL PREPARATION (SHRUB AND GROUND COVER 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 % 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 PERIODTHREE F O 3 WEEKS 21 CONSECUTIVE CALENDAR DAYS). AT THE ENDF O 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 C S MAY BE NECESSARY. AFTER SECOND SPRAYING, HALL WATER S NOT BE APPLIED FOR AN ADDITIONAL FORTY-EIGHT (48) HOUR PERIOD. APPLICATIONS SHALL CONTINUE AT SEVEN (7) DAY INTERVALS AS DETERMINED BY THEITY/ NE C OW R. 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/OWNER 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/OWNER BEFORE EXCAVATING PITS. EXCAVATED PITS SHALL BE AS INDICATED IN THE DETAILS ON THE DRAWINGS. DUST SIDES OF PITS WITH GYPSUM BEFORE BACKFILLING. 2. CONTAINERS SHALL BE OPENED AND REMOVED SUCH THAT THE ROOTBALL IS NOT INJURED. 3. WATER ALL PLANTING AREAS THOROUGHLY AFTER INSTALLATION OF PLANT MATERIALS. ADDITIONAL BACKFILL SHALL BE ADDED TO FILL VOIDS CAUSED BY WATER SETTLEMENT. K. TREE STAKING TREES SHALL BE STAKED AT TIME OF PLANTING AS INDICATED IN THE DETAILS ON THE DRAWINGS. L. GUARANTEE 1. CONTRACTOR SHALL GUARANTEE PLANT MATERIAL THROUGH ONE (1) FULL YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK. 2. REPLACEMENT PLANT MATERIAL SHALL BE OF THE SAME SPECIES, VARIETY, & SIZE AS ORIGINALLY PLANTED AND SHALL BE GUARANTEED FOR ONE (1) FULL YEAR FROM THE DATE OF RE -PLANTING. 3. COST INCURRED DUE TO REPLACEMENT OF DEAD OR DYING PLANT MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. END OF SECTION POST -INSTALLATION MAINTENANCE PERIOD A. GENERAL 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO PERFORM WORK DURING THE POST -INSTALLATION MAINTENANCE PERIOD, AS SPECIFIED HEREIN, INCLUDING BUT NOT LIMITED TO; ADEQUATE WATERING OF PLANT MATERIAL, REPLACING UNSUITABLE PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS. 2. CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS COMPLETED, UNTIL ACCEPTANCE OF THE WORK. 3. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DURING POST -INSTALLATION MAINTENANCE PERIOD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. UNLESS STIPULATED OTHERWISE BY THE CITY/OWNER, THE POST -INSTALLATION MAINTENANCE PERIOD SHALL CONSIST OF A MINIMUM OF ONE YEAR OR (365) CONSECUTIVE CALENDAR DAYS. 5. POST -INSTALLATION MAINTENANCE PERIOD MAY BE EXTENDED BY THE CITY/OWNER IF THE PROJECT IS IMPROPERLY MAINTAINED, APPRECIABLE REPLACEMENT IS REQUIRED, OR OTHER CORRECTIVE WORK BECOMES NECESSARY. B. EXECUTION 1. ALL AREAS INCLUDING, BUT NOT LIMITED TO, TURF, GROUND COVER, AND CONCRETE FLATWORK, SHALL BE KEPT CLEAN AND FREE OF WEEDS, LITTER AND DEBRIS. 2. SUBSURFACE DRAINS AND CATCH BASIN GRATES SHALL BE KEPT CLEAR OF LEAVES, LITTER AND DEBRIS TO ENSURE UNIMPEDED PASSAGE OF WATER. DRAINLINES SHALL BE PERIODICALLY FLUSHED WITH CLEAR WATER TO AVOID BUILD-UP OF SILT AND DEBRIS. 3. BEFORE WEEDS EXCEED TWO INCHES2 IN HEIGHT THEY SHALL BE REM D DISPOSED OF REMOVED DAN OFF-SITE. SERIOUS WEEDS SHALL BE SPOT SPRAYED AND LEFT IN PLACE FOR SEVEN (7) CALENDAR DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) CALENDAR DAYS AFTER APPLICATION AND DISPOSED OF OFF-SITE. 4. IF THE CITY/OWNER NOTIFIES THE CONTRACTOR OF FAILURE TO CONTROL WEEDS AS SPECIFIED HEREIN, THE CONTRACTOR SHALL KILL ALL WEEDS WITHIN TEN 10 CALENDAR DAY SUCH NOTIFICATION. THE ( ) SOF SU POST -INSTALLATION MAINTENANCE PERIOD WILL BE EXTENDED FOR EVERY DAY AFTER THE TEN (10) CALENDAR DAYS UNTIL SUCH WEEDS HAVE BEEN KILLED. 5. CONTRACTOR SHALL TAKE APPROPRIATE STEPS TO ELIMINATE RODENTS. C. IRRIGATION SYSTEM 1. CONTRACTOR SHALL OPERATE THE IRRIGATION SYSTEM AUTOMATICALLY AND SHALL PROPERLY AND COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM. 2. CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN SUFFICIENT QUANTITIES AND ADJUST WATER APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS. 3. COSTS INCURRED DUE TO REPAIR OR REPLACEMENT OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPLACEMENT PARTS SHALL BE IDENTICAL TO THE MATERIAL AND AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. D. SHRUB/GROUNDCOVER AREAS IF AN AGRICULTURAL SUITABILITY SOILS REPORT IS NOT AVAILABLE, GROUND COVER AREAS SHALL BE FERTILIZED WITH LIVE EARTH 8-2-4 PRODUCT OR APPROVED EQUAL EVERY FORTY-FIVE (45) CALENDAR DAYS, AT A RATE RECOMMENDED BY THE MANUFACTURER. E. TREES 1. IF REQUIRED, OR AT THE DIRECTION OF THE CITY/OWNER, TREES PLANTED AS PART OF THE CONTRACT SHALL BE PRUNED OR HEADED BACK, TO ELIMINATE DISEASED OR DAMAGED GROWTH, REDUCE TOPPLING OR WIND DAMAGE, MAINTAIN GROWTH WITHIN SPACE LIMITATIONS, MAINTAIN NATURAL APPEARANCE, DUE TO VANDALISM, AND TO BALANCE THE CROWN WITH THE ROOT STRUCTURE. 2. STAKING OF TREES SHALL BE CHECKED FREQUENTLY FOR DAMAGE, AND TO PREVENT CHAFFING OR GIRDLING. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DUE TO IMPROPER STAKING MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. AT THE REQUEST OF THE CITY/OWNER, WOUNDS OVER ONE AND ONE-HALF INCH (1 1/2") IN DIAMETER MAY BE SEALED WITH AN APPROVED TREE SEAL. 4. DEAD OR DYING TREES SHALL BE IMMEDIATELY REPLACED AT THE CONTRACTOR'S EXPENSE WITH MATERIAL OF THE SAME SPECIES AND SIZE AND GUARANTEED AS DESCRIBED IN THESE SPECIFICATIONS. 5. CONTRACTOR SHALL EXERCISE PREVENTIVE MEASURES WHEN USING STRINGLINE TRIMMERS NEAR TREE TRUNKS. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT OF TREES DUE TO IMPROPER MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. F. INSPECTION UPON COMPLETION OF THE POST -INSTALLATION MAINTENANCE PERIOD, CONTRACTOR SHALL REQUEST AN INSPECTION FOR ACCEPTANCE OF THE WORK PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE REQUEST SHALL BE MADE TO THE CITY/OWNER, A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO THE DATE FOR INSPECTION. END OF SECTION ,15 SiEPTE 30. 2016 Ex it i n to to 9�F OF CpO�� DATE MAY 18,2015 SCALE N/A DRAWN BY CHECKED BY <::.. :\ `a xm. ..::::. :.. a tt t ......:::.:.:.: RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME STREETSCAPE IRONROCK DEV. TRACT 6802 BAKERSFIELD, CA IRONROCK DEVELOPMENT 5401 BUSINESS PARK SOUTH, SUITE 220 BAKERSFIELD, CA 93309 PHONE (661)631-0112 S H E E T D E S C R I P T I O N PLANTING SPECIFICATIONS R E V I S I O N S Q 5/7/15 REVISIONS AS PER REDLINES S H E E T N U M B E R L120F 12 P R O J E C T N U M B E R 14-206 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR 2 COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED.