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HomeMy WebLinkAbout6.5-249S C A 0 -W� KEY MAP � 1 1 � • 1 . . 1 CAMPUS PARK DR. TO S.P.R.R. SOUTH GENERAL NOTES: GRADING NOTES: CONSTRUCTION NOTES: �E DRIVE � BAKERSFIELD Q 0 MING AVENUE 1. SEE CIVIL ENGINEERS DRAWINGS FOR GRADING AND DRAINAGE INFORMATION NOT SHOWN IN THESE DRAWINGS. 1. 2. UPON EXECUTION OF THE CONTRACT, PROVIDE THE LANDSCAPE ARCHITECT AND OWNER WITH A CRITICAL PATH SOFTSCAPE SCHEDULE TO INCLUDE EACH ITEM, LEAD TIME, ORDER AND INSTALLATION DATE FOR SUBSTANTIAL COMPLETION. 2• 3. PROVIDE FOR POSITIVE DRAINAGE. NOTIFY LANDSCAPE ARCHITECT IF SITE CONDITIONS ARE OTHERWISE. MAINTAIN )RIVE FLOWLINES AND DRAINAGE PATTERNS AS INDICATED ON ENGINEER'S GRADING DRAWINGS. 20 2J`v 4. VERIFY AND STAKE LOCATION OF UTILITIES PRIOR TO CONSTRUCTION AND IS REQUIRED BY GOVERNING AGENCIES BE HELD o LIABLE FOR DAMAGES TO EXISTING UTILITIES INCURRED BY INSTALLATION OF THE WORK. ���� 5. REPAIR AND REPLACE ANY EXISTING IMPROVEMENTS THAT ARE DAMAGED DURING CONSTRUCTION. 3. .6. CHECK DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCIES OR 5. POSSIBLE DEFICIENCIES BETWEEN THE DRAWINGS AND THE SPECIFICATIONS WITH FIELD CONDITIONS SHALL BE 0 U- BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE OWNER. LS -108 7. VERIFY PROPERTY LINES PRIOR TO COMMENCING WORK. NO CONSTRUCTION ITEM, INCLUDING FOOTINGS, SHALL EXTEND , 0 yo CD BEYOND PROPERTY LINE. 6. 8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUB - CONTRACTORS AS REQUIRED TO 9'F SO_ 1 AURF1 ACCOMPLISH THE WORK, PIPING, CONDUIT AND SLEEVES SHALL BE SET IN PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. LS-6011 9.. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISH STRUCTURE, CONSTRUCTION MEANS AND METHODS, SAFETY SPECIFICATIONS PROCEDURES, BRACING, TEMPORARY SUPPORTS, AND SHORING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 7. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION 6. METHODS AND SAFETY CONDITIONS AT THE WORK SITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. 10. GIVE LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS NOTICE FOR REQUIRED OR REQUESTED JOB SITE VISIT. 11. FORMS AND ALIGNMENT OF PAVING SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. 7. 12. FOR SUBMITTALS, SAMPLES AND SHOP DRAWINGS REQUESTED, SUBMIT IN TRIPLICATE TO LANDSCAPE ARCHITECT WITH ONE 8. COPY TO THE OWNER UNLESS OTHERWISE SPECIFIED. 13. PROPOSED SURFACES SHALL MEET EXISTING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG L ROAD ENTIRE EDGE. 8. 14. DIMENSIONS ARE FROM OUTSIDE FACE OF THE BUILDING, PAVING AND WALLS UNLESS OTHERWISE NOTED. ANGLES ARE 90 9• OR 45 UNLESS OTHERWISE NOTED. �E DRIVE � BAKERSFIELD Q 0 MING AVENUE PRIOR TO CONSTRUCTION, VERIFY EXISTING AND PROPOSED GRADES, UTILITY LOCATIONS, EXISTING DRAINAGE STRUCTURES, 1. CONCRETE, MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT TWENTY EIGHT (28) DAYS. SOFTSCAPE af z 2• 0 M < J Q 20 2J`v G o o GRADING PLANTING AREAS TO CATCH BASINS AT 2% MINIMUM. ���� CONSTRUCTION TO BE PLUMB AND TRUE UNLESS OTHERWISE NOTED OR INDICATED. 3. PROPOSED PAVING SURFACES SHALL MEET EXISTING PAVING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND 5. REBAR AND FOOTING SIZES, IF SHOWN, ARE FOR BIDDING PURPOSES ONLY. VERIFY WITH OWNER'S STRUCTURAL OR SOILS 0 U- R e�- LS -108 �O , 0 yo CD CONCRETE WALKS TO HAVE A MAXIMUM CROSS SLOPE OF 2% AND SHALL MEET GOVERNING AGENCY REQUIREMENTS. 6. PAVING AND CONCRETE CONTRACTORS ARE TO COORDINATE AND COOPERATE WITH THE ELECTRICAL, DRAINAGE AND IRRIGATION 9'F SO_ 1 AURF1 Tyl 11 1 G LHIVG Q -e * 0U"LtVPKU Q CAMPUS ARK DR. V) F or >- z z RROJECT BOLTH 0 E DRI V w =SITE SPRR u VICINITY MAP 1. PRIOR TO CONSTRUCTION, VERIFY EXISTING AND PROPOSED GRADES, UTILITY LOCATIONS, EXISTING DRAINAGE STRUCTURES, 1. CONCRETE, MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT TWENTY EIGHT (28) DAYS. SOFTSCAPE STREET IMPROVEMENTS, AND FINISH FLOOR ELEVATIONS WITH THE CONTRACT DOCUMENTS. NOTIFY THE LANDSCAPE ARCHITECT 2• CEMENT: CONFORM TO A.S.T.M. C150 AND AGGREGATE SHALL CONFORM TO A.S.T.M. C33. Jse i k� IMMEDIATELY UPON DISCREPANCIES. 3. CONCRETE SLUMP: MAXIMUM SLUMP 4 INCHES, EXCEPT FOR FOUNDATIONS WHICH MAY HAVE A 5 INCH MAXIMUM SLUMP. 2. GRADING PLANTING AREAS TO CATCH BASINS AT 2% MINIMUM. A. CONSTRUCTION TO BE PLUMB AND TRUE UNLESS OTHERWISE NOTED OR INDICATED. 3. PROPOSED PAVING SURFACES SHALL MEET EXISTING PAVING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND 5. REBAR AND FOOTING SIZES, IF SHOWN, ARE FOR BIDDING PURPOSES ONLY. VERIFY WITH OWNER'S STRUCTURAL OR SOILS PLANTING LEGEND &NOTES FLUSH ALONG ENTIRE EDGE. LS -108 ENGINEER THE NEED FOR ALL REINFORCING, BASE MATERIAL, PRE SATURATION AND OTHER STRUCTURAL REQUIREMENTS. 4. CONCRETE WALKS TO HAVE A MAXIMUM CROSS SLOPE OF 2% AND SHALL MEET GOVERNING AGENCY REQUIREMENTS. 6. PAVING AND CONCRETE CONTRACTORS ARE TO COORDINATE AND COOPERATE WITH THE ELECTRICAL, DRAINAGE AND IRRIGATION 5. INSTALL DRAIN LINES IN SMOOTH, CONTINUOUS SLOPE AT j °lo (3" IN 501) FALL UNLESS NOTED OTHERWISE. INSTALL INLETS IN LS-6011 SYSTEMS INSTALLATION FOR REQUIRED SLEEVES, PIPES, AND CONDUITS UNDER PAVING. SPECIFICATIONS PAVING POSITIONED IN ALIGNMENT WITH ADJACENT MATERIAL. 7. PRIOR TO LAYOUT IF UNDERGROUND IMPROVEMENTS, REFER TO PLANTING PLANS FOR TREE LOCATIONS. STAKE TREES AND 6. PROVIDE PVC PIPE AS SHOWN OR IF NOT SHOWN, AS REQUIRED TO CONNECT DRAIN INLETS AND PROVIDE A COMPLETE DRAINAGE OUTLINE SPECIFIED BOX SIZE. ROUT UNDERGROUND DRAINAGE, ELECTRICAL, POOL AND IRRIGATION PIPING OUTSIDE EXCAVATION SYSTEM. REQUIRED FOR TREES. 7. CORE DRILL AND DAYLIGHT DRAIN LINE THROUGH FACE OF EXISTING CURB ABOVE FLOW LINE. VERIFY LOCATION AND INVERT IN 8. ALLOW AT LEAST 6 -8 WEEKS TIME FOR PLACEMENT OF ORDER UNTIL DELIVERY ON ANY MANUFACTURED ITEM UNLESS OTHERWISE THE FIELD. NOTED. 8. ESTABLISH FINISH GRADES IN SHRUB AREAS 2 INCHES BELOW ADJACENT PAVING SURFACE AND 1 INCH BELOW ADJACENT PAVING 9• REFER TO FINISH GRADING /DRAINAGE PLANS FOR VERTICAL DIFFERENCES, GRADES AND DRAINAGE SYSTEMS. SURFACE FOR LAWN AREAS. 10. WRITTEN DIMENSIONS AND DETAILS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 9. REFER TO THE CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL DRAINAGE SYSTEMS NOT FULLY SHOWN HERE. COORDINATE 11. VERIFY AND BE RESPONSIBLE FOR DIMENSIONS AND CONDITIONS AT THE JOB SITE. REPORT DISCREPANCIES TO THE IMMEDIATE INSTALLATION OF ENTIRE DRAINAGE SYSTEM SHOWN ON LANDSCAPE AND CIVIL DRAWINGS. ATTENTION OF THE OWNER AND THE LANDSCAPE ARCHITECT. 10. COORDINATE ROUTING OF DRAINAGE PIPE AROUND TREE PIT LOCATIONS INDICATED ON PLANTING PLANS. 12. CONFORM TO LATEST UNIFORM BUILDING.CODE AND APPLICABLE GOVERNING AGENCY CODES AND ORDINANCES. NO PART OF THE 11. MAINTAIN "AS- BUILT" DRAWINGS OF DRAINAGE PIPE ROUTING. SUBMIT MYLAR REPRODUCIBLE "AS- BUILT" TO OWNER UPON CONTRACT DOCUMENTS ARE INTENDED TO BE IN VIOLATION OF CODES. IF DISCREPANCIES EXIST, NOTIFY LANDSCAPE ARCHITECT COMPLETION OF THE WORK. U) AND OWNER. 12. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, 13. COORDINATE AND COOPERATE WITH CONTRACTORS OF ATTACHED, ADJOINING AND INTERFACING WORK OF OTHER TRADES. � AREA DISCREPANCIES AND /OR GRADE DESIGN. SUCH EXISTING CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF < All kAlplhL M THE LANDSCAPE ARCHITECT AND /OR OWNER. ASSUME FULL RESPONSIBILITY FOR NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 15. COORDINATE AND COOPERATE WITH CONTRACTORS OF ATTACHED, ADJOINING AND INTERFACING WORK OF OTHER TRADES. 16. MATERIALS AND WORKMANSHIP, CONFORM TO LATEST UNIFORM BUILDING CODES AND APPLICABLE GOVERNING AGENCY CODES AND ORDINANCES. NO PART OF CONTRACT DOCUMENTS TO BE IN VIOLATION OF CODES. IF DISCREPANCIES EXIST, NOTIFY LANDSCAPE ARCHITECT AND OWNER. OWNER /CLIENT BOLTHOUSE PROPERTIES, LLC 2000 OAK STREET, SUITE 250 BAKERSFIELD, CA 93301 (661) 323 -4005 Contact: Kath MacNeill Steve DeBranch � Ben Wagernan J CIVIL ENGINEER PORTER &ASSOCIATES, INC. 1200 21st STREET BAKERSFIELD, CA 93301 (661)327 -0362 Contact: Freddie Porter LANDSCAPE ARCHITECT Design Studios @Landscape Development 5301 Young Street Bakersfield, California 93311 (661)241 -5090 Contact: C. BENNETTS MEDIAN AREAS AREA TYPE SQARE FOOTAGE HARDSCAPE 91126 SF SOFTSCAPE 61455 SF Know what's below. Call before you dig. APPROVED BY: REVIEWED BY: RAUL M. ROJAS, PUBLIC WORKS DIRECTOR R-C-E N0. 39880 Exp. 12/31/13 T� z 1� �/ T// I DATE PARK CONSTRUCTION &FACILITIES PLANNER DATE REVIEWED BY: TRAFFIC ENGINEER DATE r :x 5 LANDSCAPE SHEET INDEX_ i�. r I � s * 5:. SHEET r � Aj I. . DRAWING TITLE SHEET NO. CS Jse i k� COVER SHEET 1 LS -101 IRRIGATION LEGEND &NOTES 2 LS- 102 - LS-104. IRRIGATION PLAN 3 -5 LS -107 W 4.I W PLANTING LEGEND &NOTES 6 LS -108 - LS -110 PLANTING PLAN 7 -9 LS -501 - LS -502 STANDARD BAKERSFIELD DETAILS 10 -11 LS-6011 - LS -602 SPECIFICATIONS 12 -13 APPROVED BY: U) DATE APPROVED BY: REVIEWED BY: RAUL M. ROJAS, PUBLIC WORKS DIRECTOR R-C-E N0. 39880 Exp. 12/31/13 T� z 1� �/ T// I DATE PARK CONSTRUCTION &FACILITIES PLANNER DATE REVIEWED BY: TRAFFIC ENGINEER DATE r :x 5 i�. r I � s * 5:. Li O r � Aj I. . CD \'J Mxy� Jse i k� C:) r J+ N T. CO L V/ 0) W 4.I W 4 IL LLJ 4 �" j J a''AilLC,J co'n U) W LL .. O Q Cn 0 of O Ij 4 'Y ' m N tYi +j $ h' ary r u h � J y t� ty r k �t4F 0) ry C:+ u U) z CU z W C) 2W U W 00 0< W (n a a 0. U) LLJ (0 < U) 0 ECn U) ry z 0 W Z W � < :D < All kAlplhL M m Y U � � v o E a u.i .S v (D (0 0) Q 0) ry C:+ u CU U a (n a a 0 ECn U) o-v o.�? L CD v 7 o 0) U R5 0 tQLf -v ° v-C j G co o -0 C- N '0 N o W U) C. v a CL o�o'E CL v � v L tl3 � v4a -o0- o �2� U) a) -C 0 w Qo 0 z (u 00 z o � -0 � �, (U C (1)) 0 r N .� �2o� DRAWING TITLE: �I COVER SHEET tip�DS��gp�, M. G 4827 w Date .. APRIL, 30, 2015 Exp. Date �+ 0 C ALx DATE: 05.31.2013 SCALE: N/A DRAWN BY: ce JOB NUMBER: 1270100 SHEET: C 00% SHEET 1 OF 13 BUENA VISTA ROAD MEDIANS .X X .i ------- . . . . . . . . . . . . . . . . . . . . . . ----------------.- -------------------------- CAMPUS PARK DRIVE ------- 3ARJ(3 )laud - --- --- - ----- sndVM ----------- ..... -� --------- — ----------- .......... .......... :X x X. X X x _4 FUTURE:::i"-:::: RESIDENTIAL M X. ENLA EMENT'E' 0 1, x v. r. X ix- R I N3dO HOFFMANN �'i OPEN TRAIL ROAD HOSPICE -103 .. . ....... LS r �I ENLARGEMENT'C'& 'D ZX. ---------- _soam VISIA VISTA RIDGE DRIVE ti 55i :5 1 m bib vi U SEVEN OAKS ------------ N BUSINESS PARK ...... ....... . ......... %, 4 4 i BOLTHOUSE DRIVE % --------- 1 -1 02 --- --------- .......... ------- LS . . . ........ 1 SL ENLARGEMENT'A'& 1B1 ,` , `I i SEVEN OAKS BUSINESS PARK s fl % L4, 1' N, � t ---------- S. ......... ------------------------ KEY MAP --- -- ------- - - - ---- SCALE: 1:150 Drawing: X:\O—LDI—Bakersfield—Design\Bolthouse Properties\Buena Vista Median\WORKING DRAWINGS\BEUNA VISTA MEDIAN PHASE 1&2\BEUNA VISTA MEDIAN PHASE 1&2 IRRIGATION.dwg Layout: LS -101 Nov 27, 2013, 2:24pm GENERAL IRRIGATION NOTES 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ...........................\ 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6 DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. 10 CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL A SCHEDULE 80 UNION AND SCHEDULE 80 BALL VALVE AT EACH REMOTE VALVE, TO BE THE SAME SIZE AS VALVE DOWN STREAM OF THE VALVE AT EACH VALVE LOCATION. VERIFY WITH CITY'S. REPRESENTATIVE FOR EXACT CONFIGURATION. 11 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. SLEEVE CROSSINGS SHALL BE MARKED ON FACE OF CURB BY ENGRAVING'IR'. 12 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 13 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 14 CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. 15 CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF EXISTING MAINLINE TO PROPOSED MAINLINE. CONTRACTOR SHALL VERIFY ALL EXISTING MAINLINE CONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 16 ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHALL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. 17 CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100 SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 18 CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NESCESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 19 CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO COMMENCING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE. 20 CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. 21 EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY. 22 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL. 23 THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION AND PLANTING ON PROPERTY. ANY DAMAGE OR ADJUSTMENTS REQUIRED INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS, VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 24 CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. ALL EXISTING IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, CONTROLLERS, METERS, SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID SHOP DRAWING SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS. 25 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXISTING IRRIGATION SYSTEM AS-BUILTS FROM OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONFIRM ALL CONNECTION POINTS AND EXISTING IRRIGATION SYSTEMS AFFECTED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ALL LABOR AND MATERIALS REQUIRED TO IRRIGATE AREAS WITHIN THE LIMITS OF WORK AND TO ADJUST AREAS ADJACENT TO THE LIMITS OF WORK SHALL BE INCLUDED AS PART OF THIS CONTRACT. NO ADDITIONAL COSTS WILL BE ALLOWED FOR THE PROPOSED IRRIGATION IMPROVEMENTS OR ADJUSTMENT OF THE EXISTING ADJACENT IRRIGATION SYSTEMS. 26 ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT SHALL BE AS APPROVED BY, LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. 27 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 28 CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED. SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 29 CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYING WATERLINES, EASMENTS, AND OTHER RELATED EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 30 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION, LANDSCAPE AND HARDSCAPE DAMAGED BY ROUTING NEW WIRES TO CONTROLLER AT NO ADDITIONAL COST TO THE OWNER. 31 CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. 32 CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THE CONSTRUCTION PROCESS. ANY DAMAGE DUE TO CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL. ANY PLANT MATERIAL AND/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW CONDITION AS PART OF CONTRACT. 33 ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE RECONNECTED TO THE EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. NO DISRUPTION OF EXISTING ADJACENT IRRIGATION SYSTEMS WILL BE ALLOWED COMPLETE AUTOMATIC OPERATION SHALL BE MAINTAINED FOR ALL ADJACENT EXISTING IRRIGATION SYSTEMS THROUGHOUT CONSTRUCTION. ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION III n D D O CONTROLLER (TEMPORARY) HUNTER XCH-600 4 6 STATION HYBRID CONTROLLER WITH STRONG BOX SB22SS AND KCP 113 GROUNDING ROD OR APPROVED EQUAL CONTROLLER (PERMANENT) RB3ESP1 2LXMEF/ RB91 Q4602B/ KCPCSA-LXMEF24/ KCPFLOWCOMBO-200/ KCPLXME-RG/ KCP1 13GR NOTE: CONTRACTOR TO INSTALL PERMANENT POWER TO PERMANENT CONTROLLERS PRIOR TO CITY OF BAKERSFIELD 1 YEAR WARRANTY ACCEPTANCE. CONTRACTOR TO VERIFY LOCATION IN FIELD. Febco 825YD Reduced Pressure Backflow Preventer. Size accordingly. No Symbol VIT Strong Box SBBC45SS IRRIGATION SCHEDULE larger size. No Symbol Strong Box PBB-45 a) D 0 E ............ SYMBOL MANUFACTURER /MODEL/DESCRIPTION QTY PSI 0 10 RAIN BIRD 1806-SAM-PRS 10 SERIES MPR 124 30 ....... .......... \ Q T H F TURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDED For RCVs. No Symbol WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH For Gate Valve and Quick Coupler Valve. SEAL-A-MATIC CHECK VALVE, AND PRESSURE #14 OF wire (black) No Symbol REGULATING. No Symbol 19 71 17 15 15 RAIN BIRD 1806-SAM-PRS 15 SERIES MPR 10 30 Q T H TQ F TURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDED by Others WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH #14 OF WIRE (BLACK) SEAL-A-MATIC CHECK VALVE, AND PRESSURE IRRIGATION LATERAL LINE: PVC SCHEDULE 40 REGULATING. PVC SCHEDULE 40 IRRIGATION PIPE. ONLY LATERAL 0 000 RAIN BIRD 1812-PRS 10 SERIES MPR 76 30 Q T H F SHRUB SPRAY 12.0" POP-UP SPRINKLER WITH IRRIGATION MAINLINE: PVC SCHEDULE 40 CO-MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/211 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE NPT FEMALE THREADED INLET. WITH PRESSURE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND REGULATING DEVICE. (D -0 0 C 15 15 00 0 RAIN BIRD 1812-PRS 15 SERIES MPR 6 30 Q T H TQ F SHRUB SPRAY 12.0" POP-UP SPRINKLER WITH Valve Number # # CO-MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/211 # Valve Size NPT FEMALE THREADED INLET. WITH PRESSURE REGULATING DEVICE.* 1401 1404 RAIN BIRD RWS-B-C 49 30 1402 1408 ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36-011 E 2, w 42 LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE, AND CHECK VALVE. RAIN BIRD BUBBLER OPTION AS 0-0 0 0 0 INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM) 1408 2.0 GPM. SYMBOL MAN UFACTU RER/MODEL/DESCRI PTION QTY RAIN BIRD PEB RCV 16 SIZE ACCORDINGLY > 4� a) U) 0 RAIN BIRD 44-LRC QCV 6 SPECIFY W/ RAINBIRD TSJ-18 SWING JOINT. 0 0) NIBCO T -113 GV 5 LINE SIZE VV KCPFLOW-COMBO-200 211 4 2" MASTER VALVE AND 1-1/2" FLOW SENSOR COMBO. n D D O CONTROLLER (TEMPORARY) HUNTER XCH-600 4 6 STATION HYBRID CONTROLLER WITH STRONG BOX SB22SS AND KCP 113 GROUNDING ROD OR APPROVED EQUAL CONTROLLER (PERMANENT) RB3ESP1 2LXMEF/ RB91 Q4602B/ KCPCSA-LXMEF24/ KCPFLOWCOMBO-200/ KCPLXME-RG/ KCP1 13GR NOTE: CONTRACTOR TO INSTALL PERMANENT POWER TO PERMANENT CONTROLLERS PRIOR TO CITY OF BAKERSFIELD 1 YEAR WARRANTY ACCEPTANCE. CONTRACTOR TO VERIFY LOCATION IN FIELD. Febco 825YD Reduced Pressure Backflow Preventer. Size accordingly. No Symbol VIT Strong Box SBBC45SS Stainless Steel Backflow Enclosure, if bigger than 2.5" need larger size. No Symbol Strong Box PBB-45 a) D 0 E Polar Blanket No Symbol Rect. plastic 12x18 valve box For RCV. No Symbol Christy valve tag C) C:) For RCVs. No Symbol 10" Round Plastic valve box and lid For Gate Valve and Quick Coupler Valve. No Symbol #14 OF wire (black) No Symbol #14 OF wire (white) No Symbol #14 OF wire (city extra)(red) (n r_ a) a) 0 a> ) City requires an extra red for every black control wire. C\1 Water Meter 2" (80 psi) by Others FXX #14 OF WIRE (BLACK) #14 OF WIRE (WHITE) IRRIGATION LATERAL LINE: PVC SCHEDULE 40 PVC SCHEDULE 40 IRRIGATION PIPE. ONLY LATERAL a, cz TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH (D -0 0 C SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve Callout Valve Number # # Valve Flow # Valve Size 4 1 1 1 31542 L. F. 1,926 L.F. 248.0 L. F. D e • p m e n wwwAndscapedevelopment.com 5301 Young Street Bakersfield, California 933 11 P h o n e 6 6 1 2 4 1 5 0 9 0 F a x • 6 1 2 4 1 5 0 • 4 .:X U) C) 0 C� C\1 X4 o c Lc.)) U C\j w W ......... .... (r) xxl W U) 0) .............. < CL .7 W U) U) W D �e [L 0 < w r ir 0 W 0 6 < co C,4 C3 U) Z n U) F Z Z < LU 0 2 LLJ W 0 < 0 < rr, < L j n U) W < > LIN. < W U) 0� n Z LIJ ZWV < "n< I CO rn ilY a) D 0 E CY) CO UJ C) C:) O F.- C\1 C� co (n r_ a) a) 0 a> ) C\1 CY) o© a, cz M (D -0 0 C a) co 4-- 0 @) E 2, w 42 0-0 0 0 0 a) :3 :3 0 > 4� a) U) 0 0) W 0 CL co -0 CTJ c1d -0 0 (D -r- CZ b _j a) U) ID Cn C: CL -0 N 0 0 U) U) 0 2 C om .2) CL L.w Cn CD (XD C) E -- =a) Cn 1-i a) 4 :3 —= o— 0 — CL (D co 0 a) _4E LU E 0 L Z (D (V -E 0 C/) E: 0 c: to .2 0 g Z 0 0- " C (D 00- N 4 LU x(2)0 DRAWING TITLE: IRRIGATION PLAN �SC M. lj 7 Iva Date APRIL 30, 2015 Exp. Date op CAL DATE: 05.31.2013 SCALE: 1 "=20'-0'1 DRAWN BY: CB JOB NUMBER: 1270100 SHEET: SHEET 2 OF 13 BUENA VISTA ROAD MEDIANS 11--- - " I ........�� .... .... ........,! � : : . : . 4..... I : : '.-.-.,-.-.-.-.-.,: .......... : : I-.,-.-.-...-.-.-- I ......... 1 I : - . . j / %**"-.:, . % ... . ... , . - CONTROLLERW �e. X-e.�.k Zj tz V tz N UP KZ5 �.� ..".. I. v-,4 '....6.:I: 6 STATION CONTROLLER I I ..'.%...� , ­,,:��_, :; I ..." ., I � k , :,. . . .11, � : . � I'll 4 STATIONS USED / � *.:.:'.:*:j � ,- .... . -� . " I � .......... � , � 1:1 I r I � ..... " I . � I � ��,�' : : � � ... ... . . 0 . 0 . 0 . .--: . ... . .; . . ... � : , .%.. % %.Z \_': El k%. .\\,\ ,,��, - 1�§, ',\\', % I - BUSINESS PARK \\1_*.:1 I ,I ;11 � \ / \%,.I' 4. -,: . - - !� ..\ " � �11 ,�� EXISTING 4" WHARF HYD. - N I kl: / . . � 1 41 , , \ \ � , � .Q . � .1 ... , - �L, . 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REFER PLAIT SCHEDULE TO IRRIGATION PLANS, NOTES AND DETAILS FOR RELATED LANDSCAPE WORK. TREES BOTANICAL NAME / COMMON NAME C_QNT_ QTY REMARKS 2. NOTIFY OWNER'S REPRESENTATIVE (REP.) 48 HOURS MINIMUM PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULE. LAGERSTROEMIA X `MUSKOGEE" / LAVENDER CRAPE MYRTLE MULTI -TRUNK 24 "BOX 9 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. IMMEDIATELY NOTIFY OWNER'S REPRESENTATIVE OF FIELD CONDITIONS THAT VARY FROM THOSE SHOWN ON DRAWINGS AND SEEK CORRECTIONS AND DIRECTIONS BEFORE PROCEEDING WITH WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO ULMUS PARVIFOLIA 'TRUE G 36" BOX /TRUE GREEN ELM 36 BOX 15 REPORT KNOWN DISCREPANCIES. 4. LOCATE AND MARK ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT. PROTECT FROM DAMAGE ALL UTILITIES, AREAS AND SHRUBS BOTANICAL NAME / COMMON NAME N C4 T QTY REMARKS STRUCTURES IN AND AROUND LANDSCAPE WORK AREAS. ASSUME FULL RESPONSIBILITY AND EXPENSE FOR REPAIR AND REPLACEMENT OF DAMAGES CAUSED BY CONTRACTOR. + DIETES VEGATA / FORTNIGHT LILY 5 GAL 197 5. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, AND OTHER STRUCTURES OR ELEMENTS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY FIELD CONDITIONS WHETHER SHOWN HEREON OR NOT. HEMEROCALLIS X "ORANGE"' E / DAYL I LY 1 GAL 433 WHEN SHOWN ITEMS DO NOT CORRESPOND TO FIELD CONDITIONS REP ' REPORT DISCREPANCIES TO OWNER'S REP. FOR CLARIFICATIONS AND INSTRUCTIONS PRIOR TO PROCEEDING WITH WORK. GROUND COVERS BOTANICAL NAME / COMMON NAME CnNT SPACING QTY REMARKS 6. PLANTING ACCESSORIES & MATERIAL: A. TREE TIE: CINCH TIE, BY V.I.T. PRODUCTS, 800 -729 -1314 OR APPROVED EQUAL. B. TREE GUARD: 4" DIA. X 9" HT. PLASTIC TRUNK PROTECTOR, "ARBOR GUARD" BY DEEP ROOT PARTNERS, 800 -458 -7668 OR APPROVED EQUAL. C. FERTILIZER TABLETS: AGRIFORM 20 -10 -5, THREE 20 -GRAM TABLETS OR APPROVED EQUAL FOR 15 GALLON OR LARGER SIZE TREES TWO 10 -GRAM TABLETS FOR 5 GALLON SIZE PLANTS, ONE 10 -GRAM TABLET FOR 1 GALLON SIZE. D. ROOT BARRIER: ROOT GUARD 24 "x20' ROLLS, BY BIO- BARRIER, 800 -382 -8467 OR APPROVED EQUAL. E. MULCH: 2" LAYER SHREDDED BARK MULCH IN ALL PLANTER AREAS. SUBMIT SAMPLE FOR APPROVAL. 7. PRE- PLANTING PREPARATION: A. PROCEED WITH PLANTING WORK ONLY AFTER IRRIGATION WORK IS COMPLETED, TESTED, AND APPROVED BY OWNER'S REP. PROTECT IRRIGATION SYSTEM FROM DAMAGE. B. ROUGH GRADE PLANTING AREAS UNIFORMLY SMOOTH, DEVOID OF DEPRESSIONS, TO CONFORM TO THE GRADING PATTERNS ESTABLISHED BY CIVIL ENGINEERING DRAWINGS. ENSURE POSITIVE WATER REMOVAL TO DRAINAGE ELEMENTS OR STRUCTURES PROVIDED BY OTHERS. NOTIFY OWNER'S REP. WHEN ADDITIONAL AREA DRAINS AND SUBSURFACE DRAINAGE ARE REQUIRED FOR PROPER DRAINAGE OF PLANTING AREAS. C. ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING WALLS AND FOUNDATIONS FOR PLANTING AREAS ADJACENT SUCH STRUCTURES. D. REMOVE ALL ROCKS GREATER THAN 2" DIAMETER AND ALL DEBRIS AND DELETERIOUS MATERIAL FROM PLANTING AREAS. E. PREPARE PLANTING BEDS PER SOIL TEST REPORT'S RECOMMENDATIONS, ADDING AMENDMENTS, FERTILIZER, AND OTHER MATERIAL AS SPECIFIED TO SITE TOP SOIL. 8. PLANTS: ALL PLANTS OF THE SAME SPEC IES /CULTIVAR/VARIETY SHALL HAVE MATCHING FORM, FLOWER COLOR, AND SIZE, IN HEALTHY AND THRIVING CONDITION, FREE FROM INJURIES, DISEASES, PESTS AND ROOT -BOUND OR GIRDLING ROOTS. REPLACE REJECTED PLANTS WITH MATCHING SPECIES, SIZE AND FORM. 9. LAWNS: INSTALL VARIETY AS SHOWN ON PLANS AND IS SUITED FOR THE LOCAL CLIMATIC CONDITIONS, SUBJECT TO OWNER'S REP.'S APPROVAL. A. ROTOTILL TO 6" DEPTH AND GRADE SOIL TO SMOOTH GRADIENT AT 1 INCH BELOW FINISH GRADE. B. INSTALL PLUGS PER MANUFACTURER'S RECOMMENDATION. C. IRRIGATE LAWN THOROUGHLY AFTER INSTALLATION. ADJUST SPRINKLERS AS NECESSARY FOR UNIFORM COVERAGE. CONTINUE REGULAR IRRIGATION UNTIL SOD ROOTS ESTABLISH INTO SOIL AND THROUGHOUT MAINTENANCE PERIOD. 10. PLANTING: A. IRRIGATE PLANTING AREAS TO BRING TOP 6" OF SOIL TO FIELD CAPACITY. ALLOW SOIL TO DRAIN. DO NOT WORK SOIL UNTIL IT RETURNS TO A MOIST FRIABLE CONDITION. TREE EXCAVATIONS MAY REQUIRE ADDITIONAL IRRIGATION. FLOOD TREE PITS AS REQUIRED TO MOISTEN SUBGRADE. B. PLACE PLANTS IN THEIR CONTAINERS AT THE LOCATIONS PER PLANS FOR APPROVAL BY OWNER'S REP. MAKE MINOR ADJUSTMENTS AS REQUIRED BY FIELD CONDITIONS AND TO ALLOW OPTIMAL IRRIGATION COVERAGE. C. PLANT QUANTITIES GIVEN ON PLANT LEGEND ARE FOR GENERAL GUIDANCE ONLY. PROVIDE THE SPECIFIED PLANT SPECIES IN THE QUANTITIES AT THE REQUIRED SPACING TO ACHIEVE THE DESIGN EFFECT /INTENT SHOWN ON THE PLANS. D. PLANT GROUND COVER AND SHRUB MASSES ACCORDING TO TRIANGULATED SPACING DIAGRAM UNLESS OTHERWISE SHOWN OR NOTED. E. FOR TREES WITHIN 5 FEET OF PAVEMENT AND SLAB FOUNDATIONS, PRIOR TO TREE PLACEMENT, INSTALL ROOT BARRIER FABRIC WITH ROOT INHIBITING PELLETS 18" DEEP ALL AROUND THE PLANT PIT, WITH 4" MINIMUM END OVERLAP. F. PLANT TREES, SHRUBS, VINES, AND GROUND COVERS AS SHOWN ON DETAILS. G. INSTALL 2" DEEP CONIFEROUS BARK MULCH IN SHRUB BEDS. 11. WARRANTY: WARRANT PLANT MATERIAL AND IRRIGATION SYSTEM FOR ONE YEAR FROM FINAL ACCEPTANCE OF COMPLETED WORK. REPLACE DEAD OR DYING PLANTS AND BROKEN IRRIGATION COMPONENTS WITHIN THIS PERIOD. SOIL AMENDMENT NOTES: SOIL PREPARATION PER 1,000 S.F. 3 CU. YDS. NITROLIZED WOOD SHAVINGS OR EQUAL 15 LBS. 15 -15 -15 FERTILIZER ROTO -TILL TO DEPTH OF 8" (FOR SLOPES 3:1 AND LESS) BACKFILL MIX 6 PARTS OF NATIVE ON -SITE SOIL 4 PARTS OF NITROLIZED SHAVINGS OR EQUAL 18 LBS. OF GRO -POWER PLUS PER CUBIC YARD OF MIX GROW -POWER PLANTING TABLETS ONE (1) per each 1- GALLON PLANT TWO (2) per each 5- GALLON PLANT THREE (3) per each 15- GALLON PLANT FIVE (5) per each 24" -BOX PLANT FOR BID PURPOSES ONLY PENDING SOILS TEST AND RECOMMENDATIONS. MYOPORUM PARVIFOLIA / MYOPORUM REFER TO SHEET LS -503 FOR PLANTING DETAILS REFER TO SHEET LS -602 FOR PLANTNG SPECS 1 GAL 18" O.C. 3,686 Know what's below. Call before you dig. ti tit\ ���•ti • �i • ! Land scape Development www.landscapedevelopment.com 5301 Young Street Bakersfield, California 9331 1 Phone 6 6 1 -2 4 1 - 5 0 9 0 Fax 661 -241 -5094 IIIIII LO = \.... 0�f ~ \ `") , '' '' J Lo (Tp :::•:::::: W W r W W rn Q OWv CL Y v_ 0 Q U) z0oc m N m U z Q J U) F-- z z < 0 W W 0 r) Cr < CL 0 aC —r. ., W U) U (a) > Q H co < W o z L1J z W N e Q simems) mmm,,j co m 2 U (1) a) a) o E W _CY)_I O C) CTJ L 3t o I.- C11 N 00 in c a) N .N aai CV C;) 0 �y-� W ,- _� Q U Cn a)Cz c N a) 0 C- W O U ,3 > >in ^> s^-` [ +n a� a) O a) •tom p tit o a) 0 NCC) 0 Boa n c c CL O -� Q � U U U) c N U c i a) to CD CL in g): 41 a) t- o O 0- tf U N . a) a) co CL 0 a) 111 8-8 0 Z � 4; to Q v ���(( a) , R `V -C 0 - O N p U bZ > c W .� ,- v o DRAWING TITLE: PLANTING SCHEDULE & NOTES NORTH OD S C M ti 14%V Date APRIL 30, 2015 Exp. 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Date OF c I I - DATE: 05.31.2013 SCALE: N/A DRAWN BY: CB I � JOB NUMBER: 1270100 1 SHEET.- LS -502 SHEET 11OF13 6V, � �� BUENA VISTA ROAD MEDIANS U 0"", I-A I , I , I � I / - IRRIGATION SPECIFICATIONS PART 1 - GENERAL CONDITIONS 1.1 Description: A. Work Included: Provide all labor, materials, transportation, and services necessary to furnish and install irrigation systems as shown on the drawings and described herein. 1.2 Quality Assurance: A. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of articles used in this contract furnish directions covering points not shown inthe drawings and specifications. B. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations governing orrelating to any portion of this work are hereby incorporated into and made a part of these specifications and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations orrequirements of the same. However, when these specifications and drawings call for ordescribe mateha|a, workmanship, or construction of a better quality, higher standard. or larger size than ie required by the above rules and regulations, the provisions ofthese specifications and drawings shall take precedence. C. Explanation ofDrawings: 1. Due to the scale of the drawings, itio not possible to indicate all offsets, fittings, sleeves, et ,wtiohmaybenequired. The Contractor shall carefully investigate the structural and finished conditions affecting all ofhis work and plan his work accordingly, furnishing such fittings, etc. ao may be required bz meet such conditions. Drawings are generally diagrammatic and indicative of the work tobeinstalled. The work shall be installed in such a manner osto avoid conflicts between irrigation syotema, p|antinQ, and architectural features. 2. The word Landscape Architect as used herein shall refer tothe Owner's authorized representative. O. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. 4. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences, or discrepancies in area dimensions exist that might not have been considered in the irrigation design. Such obstructions or differences should be brought tothe attention of the Owner's authorized representative. |n the event this notification ia not performed, the irrigation contractor shall assume full responsibility for any revisions necessary. 1.3 Submittals: A. Material List: 1. The Contractor shall furnish the articles, equipment, materials, orprocesses specified by name in the drawings and specifications. No substitution will be allowed without prior written approval by the Landscape Architect. 2. Complete material list shall bo submitted prior ho performing any work. PNaheda| list shall include the manufacturer, model number, and description ofall materials and equipment to be used. Copies of catalog information shall not be substituted for the materials |iat, and will be rejected as unacceptable. 8. Equipment or materials installed or furnished without prior approval of the Landscape Architect may be rejected and the Contractor required to remove such materials from the site et his own expense. 4. Approval of any item, a|terncde, or substitute indicated only that the product apparently the requirements of the drawings and specifications on the basis of the information or samples submitted. 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Record Drawings: 1. The Contractor shall provide and keep upto date a complete "nacon±" set of blue line ozoU U dprinto�h|ohoh�beoorreoheddai|yandshmweverychenge from the original drawings and specifications and the exact locations, sizes, and kinds ufequipment. These drawings shall also serve es work progress sheets and shall ba the basis for measurement and payment for work completed. This set of drawings shall be kept on the site and shall bo used only aea record set. 2. The Contractor shall make neat and legible annotations thereon daily as the work proceeds, showing the work aa actually installed. These drawings shall be available at all times for inspection and shall be kept in a location designated by the Landscape Architect. 8. Before the date of the final inopection. the Contractor shall transfer all information from the record prints toa sepia my|arormy|ar procured from the Landscape Architect. All work shall bo neat, drawn in waterproof ink bya technical ink pen designed specifically for use on my|ar material. Work completed in felt tip pen or ball point pen will bn rejected because of the non-permanent nature ofboth devices. All work shall beautjeotto approval by the Landscape Architect. 4. The Contractor shall dimension from two permanent points of reference the location of the following items: a. Connection to existing water lines b. Connections to existing electrical power o. Gate valves d. Routing of pressure main line pipe e. Sprinkler control valves f. Routing of control and common wire g. Quick coupling valves h. Other related equipment oa directed by the Landscape Architect. 5. Onorbeforeihedateofthefina||napeo|on.theOnntnaotorahaUde|ivar1he corrected and completed mylars to the Landscape Architect. Delivery of the mylars will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the prints ha compiled ed the site. O. Controller Charts: 1. Record drawings shall be approved by the Landscape Architect before controller charts are prepared. 2. Provide one controller chart for each controller supplied. 3. The chart shall show the area controlled by each automatic controller and shall be sized as designated by each automatic controller oras designated by the Owner's authorized representative. 4. The chart istobea reduced drawing of the actual record drawings. However, in the event the controller sequence is not legible when the drawing is reduced, it shall bo readable when the controller chart iacompleted. G. The chart shall be ab|oaoUneorb|ue|ineoza|id print and a different color shall be used io indicate the area of coverage for each control valve station. S. When. completed and approved, the chart shall be sealed bya plastic laminating process. the p|esotio laminating ohaeetaaha|| be minimum of 1O mil. thickness each. O. Operation and Maintenance 1. Prepare and deliver to the Landscape Architect within ten calendar days prior to completion of construction, two hard cover binders with three rings each containing the following information: a. Index sheets stating Contractor's address and telephone number, list of equipment with names and addresses of local manufacturer's representatives. b. Catalog and parts sheets on every material and equipment installed under this contract. o. Guarantee statement (Section 1.05). d. Complete operating and maintenance instructions on all major pieces ofequipment. 2. |n addition to the above mentioned maintenance manual, provide the Owner's maintenance personnel with instructions for major equipment and show evidence in writing to the Landscape Architect at the conclusion of the project that this service has been rendered. E Equipment bzbeFurnished: 1. Supply aa part of this contract the following tools: a. Two sets of special tools required for removing, disassembling, and adjusting each type of sprinkler and valve installed under this contract. b. Two five-foot valve keys for operation of gate valves (as required). c. Two keys for each automatic controller orenclosure. d. Six quick coupler keys and matching hose swivels for each type of quick coupling valve installed. 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final inspection can occur, evidence that the Owner has received material must be shown to the Landscape Architect. 1.4 Product Protection, Storage, and Handling: A. Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care in handling, loading, unloading, and storing of PVC pipe and fittings. All PVC pipe shall be transported |na vehicle which allows the length of pipe to lie flat so as not to subject it to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded, and if installed, shall be replaced with new piping. 1.5 Analysis of samples and tests: None. 1.6 Guarantee: A. The guarantee for the sprinkler irrigation system shall be made inaccordance with the attached form. The general conditions and supplementary conditions ofthese specifications shall be filed with the Owner or his representative prior toacceptance of the irrigation system. B. A copy of the guarantee form shall be included in the operations and maintenance manual (Section 1.03.D). O. The guarantee form shall be re-typed onto the Contractor's letterhead and contain the following information: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler system we have furnished and installed is free from defects |n materials and workmanship, and the work has been completed inaccordance with the drawings and specifications. We agree to repair orreplace any defects in material or workmanship which may develop during the period of one year from the date of acceptance and also bz repair orreplace any damage resulting from the repairing or replacing ofsuch defects at no additional cost to the Owner. We shall make repairs or replacements within a reasonable time after receipt of written notice from the Owner. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. (The above statement is to be followed by the project name, location, signature, address, and telephone number of Irrigation Contractor, in addition to the date of acceptance). PART 2-MATERIALS 2.1 General: Use only new materials of brands and types noted on the drawings, specified herein, or approved equals. A. PVC pressure Main Line Pipe and Fittings: 1. Pressure main line piping for sizes 2 and 1X2 inch and larger shall be PVC Class 315. 2. Pipe shall be made from an NSF approved Type 1. Grade 1. PVC compound conforming toASTPN resin specification D1784. All pipe must meet requirements aa set forth inFederal Specification PS-22-70 (Solvent Weld Pipe) with an appropriate standard dimension (S.D.R.) 3. Pressure main line piping for sizes 2inch and smaller shall be PVC Schedule 40 with solvent welded joints. 4. Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resin specification O1785. All pipe must meet requirements as set forth in Federal Specification P8'21-70(8o|vont-VVo|dpipe). 5. PVC solvent-weld fittings shall ba Schedule 4O.1'2.11-1 NSF approved conforming to ASTNY test procedure O24G8. 8. Solvent cement and primer for PVC solvent-weld pipe and fittings shall be of the type and installation methods prescribed by the manufacturer. 7. All PVC pipe must bear the following markings: a. Manufacturer's name b. Nominal pipe size o. Schedule orclass d. Pressure rating |nPSI e. NSF (National Sanitation Foundation) approval f. Date ofextrusion 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable |.P.S.schedule and NSF seal ofapproval. B. PVC Non-Pressure Lateral Line Piping: 1. Non-pressure buried lateral line piping shall be PVC class 200 with solvent-weld joints. Drawing: Propertie°\B"en= Vista wedia"wvoRmINGoRAwINGo\BEumA VISTA MEDIAN PHASE ,u2\BEumAVISTA MEDIAN PHASE ,aoIRnIGAnom.d°o Layout: LS-601 2. Pipe shall be made from NSF approved, Type 1. Grade U.PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements set forth in Federal Specifications PS-22-70 with anappropriate standard dimension ratio. 3. Except as noted in paragraphs 1 of2of Section 2.O1O. all requirements for non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure main line pipe and fittings aa set forth in Section 2.O1Bof these specifications. C. Brass Pipe and Fittings: -OMIT 1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal Specification WW-P-351. 2. Fittings shall be red brass conforming to Federal Specification WW-P-460. O. Galvanized Pipe Fittings: 1. Where indicated on the drawings, use galvanized steel pipe/SA Schedule 40 mild steel screwed pipe. 2. Fittings shall be medium galvanized screwed beaded malleable iron. Galvanized couplings may be merchant coupling. 3. All galvanized pipe and fittings installed below grade shall bepainted with two coats of Koppers 50B|tumastio. E Gate Valve: 1. Gate valves 3-inches and smaller shall be 125-lb. SWP bronze gate valve with screw-in bonnot, non-rising stem and solid wedge disc, have threaded ends, and ba equipped with bronze wheel handle. 2. Gate valves 3-inches and smaller shall be similar to those manufactured by Nibco or approved equal. 8. All gate valves shall be installed per installation detail. F. Quick Coupling Valves: Quick coupling valves shall have a brass two-piece body designed for working pressure of 150 PSI operable with quick coupler key. Key size and type shall be as shown on plans. G. BaohflowPnaventenUnit: 1. Backflow prevention units shall be of size and type indicated on the irrigation drawings. Install the backflow prevention units |naccordance with the irrigation construction details. �. VVy rainenmetbackf|mwprevent ion unheahoJ|have a bronzed screwed body with 1 00 mesh monel screen and shall be similar to Bailey 1 OOA or approved equal. H. Check Valves: 1. Swing check valves 2-inuhea and smaller shall be20Olbo WOG bronze bronze construction and replaceable composition, neoprene or rubber disc, and shall meet or exceed Federal Specification VVVV-V-51O. Class A. Type IV. 2. Anti-drain valves shall be of heavy-duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel with Buna-N seals. Valve shall be field adjustable against dnawoutfrom 8to40 feet of head. Anti-drain valve shall be similar to the King Bros. ^OV^ series or approved equal. 1. Control Wiring: 1.Connections between the automatic controllers and the electric control valves shall be made with direct burial copper wire AWG-U.F600 volt. Pilot wires sharing the same automatic controller shall be the same color. Common wire shall be white |n color with a stripe to match the pilot wires with which bis circuited onthe same controller. Provide different colors for each controller installed onthe same project. Install wire in accordance with valve manufacturer's specifications and wire chart. |nno case shall wire size be less than #14. 2. Wiring shall occupy the same trench and shall beinstalled along the same route as pressure supply or lateral lines wherever possible. 8. Where more than one wire |a placed ina trench, the wiring shall be taped together at intervals of ten feet. I 4. An expansion curl shall be provided at each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electric control valve so that incase of repair, the valve bonnet may be brought to the surface without disconnection of the control wires. Control wires shall be laid loosely in trench without stress orstretching of control wire conductors. 5. All splices shall bemade with Rainbird ST-03ULSnap-Tite wire connector with PT/S5 sealer or approved equal. Use one wire connector per wire splice. 6. Field splices between the automatic controller and electric control valves will not be permitted without prior approval of the Landscape Architect. J. Automatic Controller: 1. Automatic controller shall be of size and type shown on the drawings. 2. Final location of automatic controller shall be approved by the Owner's authorized representative prior toinstallation. 3. Unless otherwise noted on the plans, the 12O'volt electrical power to the automatic controller location shall be furnished byothers. The final hook-up of the automatic controller to the 120-volt power source shall be the responsibility of the irrigation contractor. K. Electric Control Valves: 1. Electric control valves shall beof the size and type shown on the drawings. 2. Unless otherwise noted on plan or construction details, all electric control valves shall have a manual flow adjustment. 3. Provide and install one control valve box for each electric control valve. L Control Valve Boxes: 1 . Use 1 O" x 10 1/4^ round box for all gate valves, Carson Industries 910-12B with green bolt down cover or approved equal. Extension sleeve shall bePVC'6'inoh minimum size. 2. Use B-1/2^x10^x11^ rectangular box for all electric control valves, Carson Industries 141S-12B with green bolt down cover or approved equal. M. Sprinkler Heads: 1. All sprinkler heads shall be of the size, type, and deliver the same rate of precipitation with the diameter (or radius) of spray, preeouno, and discharge in G.P.M. as shown on the drawings and/or specified |n these special provisions. 2. All spray type apr1nkl U ensoh�haveaooraw adjustment. 3. Riser/swing joint assemblies shall befabricated |n accordance with the irrigation construction details shown on the drawings. 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. PART 3' EXECUTION 3.1 Inspection: A. Site Conditions: 1. All scaled dimensions are approximate. The Contractor shall check and verify all site dimensions and receive Landscape Architect's approva|pdorbzprooaedingvvithwmrh under this section. 2. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Check existing utilities drawings or call utilities companies for existing utility locations. 3. Coordinate installation of sprinkler irrigation materials, including pipe so there shall be no interference with utilities or other construction or difficulty in planting trees, shrubs, endgroundcovero. 4. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work onthe sprinkler irrigation system. 8.2 Preparation: A. Physical Layout: 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing, and location of sprinkler heads. 2. All layout shall be approved by Landscape Architect prior toinstallation. B. Water Supply: 1. Sprinkler irrigation system shall be connected to water supply points of connection as shown ondrawings. 2. Connections shall bemade at approximate locations as shown on the drawings. Contractor is responsible for minor changes caused by actual site conditions. C. Electrical Supply: 1.Electrical connections for automatic controller shall bemade to electrical points of connection as shown on the drawings. 2. Connections shall bemade at approximate locations as shown on the drawings. Contractor is responsible for minor changes caused by actual site conditions. 3.3 Installation: A. Trenching: 1' Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to even grade. Trenching excavation shall follow layout indicated on the drawings and omnoted. 2. Provide for a minimum cover of18'inohea for all pressure supply lines. 3. Provide for a minimum cover of12'|nchea for all non-pressure lines. 4. provide fora minimum cover of 18-inches for all control wiring. B. Bankf|Uing 1. The trenches shall not bebackfiUed until all required tests are performed. Tnanohae shall be carefully backfi|led with the excavated materials approved forbackfiUing. consisting of earth, loam, sandy clay, sand or other approved materials, free from large clods of earth orstones. BaokfiU shall be mechanically compacted in landscaped areas toa dry density equal to adjacent undisturbed soil in planting areas. BaokfiU will conform to adjacent grades without d|po, sunken areee, humpo, or other surface irregularities. 2. Afine granular material back fill will be initially placed on all lines. No foreign matter larger than 1/2-inch in size will be permitted in the initial backfill. 3. Flooding of trenches will be permitted only with approval of the Landscape Architect. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn, or planting, orother construction as necessary, the Contractor shall make all required adjustments without cost to the Owner. O. Trenching and Bao Mill Under Paving: 1. Trenches located under areas where paving, asphaltic concrete or concrete will be installed shall be backfilled with sand (a layer six-inches below the pipe and 3-inches above the pi compacted in layers to95% compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted 1p equal the compaction of the existing adjacent undisturbed soil and shall be left in a firm unyielding condition. The sprinkler irrigation Contractor shall set in p|moe, cap, and pressure test all piping under paving prior to the paving work. 2. Where any cutting or breaking of sidewalks and/or concrete is necessary it shall be done and replaced by the Contractor as part of the contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from the Landscape Architect. No hydraulic driving will bo permitted under new concrete paving. O. Assemblies: 1. Routing of sprinkler irrigation lines as indicated on the drawings is d . iagrammatic. |noba| lines (and various assemblies) in such a manner as to conform with the details per plans. 2. |na1m]| no multiple assemblies on plastic lines. Provide each assembly with its own outlet. 3. Install all assemblies specified herein in accordance with respective detail. |n absence of detail drawings or specifications pertaining tospecific items required to complete work, perform such work in accordance with the best standard practice with prior approval of the Landscape Architect. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. |nats||sdion and solvent-weld methods shall be as recommended by the pipe and fitting manufacturer. 5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape, or approved equal, shall be used on all threaded PVC toPVC, and on all threaded PVC to metal joints. Light wrench pressure is all that is required. Where threaded PVC connections are required, use threaded PVC adapters into which the pipe may bowelded. E. Line Clearance: All lines shall have a minimum clearance of8 inches from each other and from lines of other trades. Parallel lines shall not be installed directly over one another. F. Automatic Controller: Install per manufacturer's instructions. Remote control valves shall be connected to controller in numerical sequence as shown on the drawings. G. High Voltage Wiring for Automatic Controller: 1. 120'vo|t power connection 10 the automatic controller shall be provided by the Irrigation Contractor. 2. All electrical work shall conform to local codes .o'rdinoncea. and union authorities having jurisdiction. H. Remote Control Valves: Install where shown on the drawings and per detail. When grouped together, allow od least 12 inches between valve boxes. Install each remote control valve ina separate valve box. |. Flushing ofSystem: 1. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been oomp|eted, and prior to installation of sprinkler heads, the control valves shall be opened and a full head ofwater used to flush out the system. 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the Landscape Architect. J. Sprinkler Heads: 1. Install the sprinkler heads as designated on the drawings. Sprinkler heads to be installed inthis work shall be equivalent in all respects to those itemized in the irrigation equipment legend. 2. Spacing of sprinkler headooha]|notexoeedthemaximumeoindicated on the drawings. |nno case shall the spacing exceed the maximum recommended by the manufacturer. 3.4 Temporary Repairs: The Owner reserves the right to make temporary repairs to keep the sprinkler system equipment in operating oondition, The exercise of this right by the Owner shall not relieve the Contractor of his responsibilities under the terms of the guarantee ao herein specified. 3.5 Existing Trees: Where |t|a necessary to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and tree roots. Excavation in areas where 2-inch and larger roots occur shall be done by hand. All roots 2'|ncheaand larger in dianeter, except directly inthe path of pipe or conduit, shall ba tunneled under and shall be heavily wrapped with burlap bz prevent scarring or excessive drying. Where a ditching machine ia run close to trees having roots smaller than 2 inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots 1/2 inch and larger in diameter shall be painted with two coats of tree aao|, or equal. Trenches adjacent to trees should be closed within 24-hours, and where this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap orcanvas. 3.8 Fie|d (]uoUtyOontm|: A. Adjustment of the System: 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent ovenapnay onto walks, roadways, and buildings au much aapossible. 2. If it is determined that adjustments in the |n1gei|on equipment will provide proper and more adequate coverage, the Contractor may also include changes in nozzle sizes and degrees of arc aarequired. 3. Lowering raised sprinkler heads by the Contract shall baaccomplished within ten days after notification by Owner or Landscape Architect. 4. All sprinkler heads shall be set perpendicular to finished grade unless otherwise designated on the plan orao required for proper coverage (a|opoe.eto.). B. Tea1in, of Irrigation System: 1. The Contractor shall request the presence of the Landscape Architect in writing ed least 48 hours in advance of any testing. 2. Test all pressure lines under hydrostatic pressure of15O PSI and prove watertight. Note: Testing of pressure main line piping shall occur prior toinstallation of electric control valves or quick coupling valves. 3. All piping under paved areas shall ba tested under hydrostatic pressure of150 psi and proved watertight, prior topaving. 4. Sustain pressure in tested lines for not less than two hours. If leaks deve|op, replace joints and repeat test until entire system is proven watertight. 5. All hydrostatic tests shall be made only in the presence ofthe Landscape Architect. No pipe shall bebeukf|||od until i1 has been observed, tested, and approved inwriting. 8. Contractor shall furnish force pump & all other test equipment necessary. When the sprinkler irrigation system ia completed, perform acoverage test io the presence of the Landscape Architect Lo determine |fthe water coverage for planting areas ie complete and adequate. Furnish all materials and perform all work required to correct any inadequacies of coverage due to the deviation from plans, or where the system has been vvi||fu||y installed as indicated on the drawing when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accomplished before anygnoundooverio planted. 8. Upon completion of each phase of work, the entire system shall ba tested and adjusted to meet site requirements. 8.7 Maintenance: A. The entire aprinh|arirhged|onsystem shall be under fuUautomatic opa�tionfor a period of seven days prior to any planting and for 80 days after inspection to begin maintenance period. B. The Landscape Architect reserves the right to waive or shorten the operation period. 8.8 Clean-up: Clean-up shall bo made ea each portion of work progreaaeo. Refuse and excess dirt shall be removed from the site. All walks and paving shall. bebroomodor washed down, and any damage sustained on the work of others shall be repaired to original conditions. 3.9 Final Observation Prior toAcceptance: A. The Contractor shall operate each system in its entirety for the Landscape Ar hite � �1atthet|m�offin�|in�pacion. Any items not acceptable by the qualified observer shall be reworked tothe complete satisfaction of the Landscape Architect. B. The Contractor shall show evidence to the Landscape Architect that the Owner has received all accessories, charts, record drawings and equipment aa required before final observation can 000ur 3.10 Observation Schedule: A. Contna��orshall b� responsible for notifying the Landscape Architect in advance for the fo||owingobservations according to the time indicated: 1. Pre-job conference '7days. 2. Pressure supply line installation and testing -48hours. 3. Automatic controller |nats||oiion ' 48 hours. 4. Control wire installation -48hours. 5. Lateral line and sprinkler installation ' 48 hours. 8. Coverage test -48hours. 7. Observation tu begin maintenance period -7days. 8. Final Observation - 7doya. B. When observations have been conducted by other than the Landscape Architect, show evidence of when &by whom these observations were made. O. No observation will commence without record drawings. |n the event the Contractor calls for an observation without record drawinga, without completing previously noted oorrectiona, or without preparing the system for observation, he shall be responsible for reimbursing the Landscape Architect at the rate per hour (portal to portal) plus transportation costs, for the inconvenience. No further observations will be scheduled until this charge has been paid. END |^=^^^^^~^"~`~'^"m^~'/ | www.landscapedevelopment.com | 5 30 '"""m st,""t Bakersfield, California o,^`` px""e 6 e1 '24 1 soou "= nm,'a*` ,o*^ 11 DRAWING TITLE: -1 IRRIGATION | / SPECIFICATIONS | | .F \.4 S a," APRIL 30,2015 DATE: 05.31-2013 DRAWN BY: CB JOB NUMBER: 1270100 . �60 1 V SHEET 12 OF 13 f . �- BUENA VISTA ROAD MEDIANS ...,... .... I , , , '""," -'...0 0 < U) CL cf) I__ Z Z < 5 LLJ W 2 0 r") CC < 0 2 CC C.) < Im W I. n .J n U) LU < � > LL 0 C/) < U) rr r") Z UJ Z W V < :D < I .J CO co I 11 DRAWING TITLE: -1 IRRIGATION | / SPECIFICATIONS | | .F \.4 S a," APRIL 30,2015 DATE: 05.31-2013 DRAWN BY: CB JOB NUMBER: 1270100 . �60 1 V SHEET 12 OF 13 f . �- BUENA VISTA ROAD MEDIANS CD CZ 11 DRAWING TITLE: -1 IRRIGATION | / SPECIFICATIONS | | .F \.4 S a," APRIL 30,2015 DATE: 05.31-2013 DRAWN BY: CB JOB NUMBER: 1270100 . �60 1 V SHEET 12 OF 13 f . �- BUENA VISTA ROAD MEDIANS LANDSCAPE PLANTING SPECIFICATIONS PART 1 - GENERAL CONDITIONS 1.1 Description: A. Work Included: 1. The work included in these specifications shall consist of the furnishing of all labor, tools, materials, permits, appliances, taxes and all other costs, foreseeable and unforeseeable at the time of contracting necessary and appropriate for the installation of the accompanying drawings. 2. No deviation from these specifications or from the agreement or from the general conditions is authorized and no such deviation shall be made unless the written authorization, therefore signed by the Owner or his duly authorized representative, has been obtained in advance. 1.2 Interpretation of Plans and Specifications: A. The Landscape Architect will interpret the meaning of any part of the any plans and specifications about which any misunderstanding may arise, and his decision will be final. B. Should there appear to be an error or discrepancy in or between the plans, specifications & planting lists, the Contractor shall refer the matter to the Landscape Architect for adjustment before proceeding with the work. Should the Contractor proceed with the work without so referring the matter, he does so on his liability. 1.3 Quality Assurance: A. Quality of work: The Landscape Architect shall be notified at least two days prior to work commencement, by the Contractor and prior to inspection visits by the Landscape Architect. All work shall be done in a good workmanlike manner in accordance with all plans and specifications and best considered practice, shall meet with the approval of the Landscape Architect and Owner and shall be in accordance with the requirements of local building codes and laws. Any defective work will be redone at the Contractor's expense as directed by the Landscape Architect. B. Permits: The Contractor will be responsible for obtaining any and all necessary building permits from the city of other governmental authorities. C. License requirements: The Contractor shall carry necessary Contractor's California State License or Certificate for type of work listed, such as the Landscape Contractor's License. D. Insurance coverage: The contractor shall carry all necessary compensation and liability insurance to cover his workmen and work to protect the Owner from any possible damage suit or lien on the Owner's property in the course of the work by the Contractor and will show the Owner such evidence of above indicated insurance coverage prior to initiating work. E. Property, etc., Damage responsibility: 1. The Contractor is to protect at all times all existing utilities structures, trees, plants and other features intended to remain on and adjacent to the job site and to repair or replace any damaged items in a neat and good workmanlike manner during and due to his work on the job and he shall assume all damage or injury that may result to all such property and/or to persons where such damage or injury is caused in connection with his work or is due to his negligence or to his leaving open or unprotected portions of streets or other property. 2. Should any part of the work under this contract be damaged by other contractors, the Contractor and party causing such damage shall make adjustments between themselves and not with the Owner relative to the repairs or reconstruction and payment for same. F. Knowledge of site: It is assumed that the Contractor has visited the site and familiarized himself as to the site conditions and shall have verified all dimensions as well as ascertaining the means of getting into the site and any other factors affecting the work. 1.4 Costs: A. Segregation of costs: At the time of execution of the contract, the Contractor shall furnish to the office of the Owner, for purposes of accounting and scheduling, a segregated cost schedule or breakdown of the contract price, listing the various components in the plans as well as unit prices of each component specified in a form satisfactory to form the Owner. These schedules shall also be used as the basis in formulating the progress payments to be made to the Contractor and these cost breakdowns shall be part of the contract. B. Extras or changes: Any extras or changes from the contract on the job shall have the prior approval of the Landscape Architect and must be approved in writing by the Landscape Architect and Owner. C. Increased costs: If the extra or change is to be done at increased cost over and above the contract fee, the Owner shall sign the Contractor's written request for such additional funds for extra work prior to actually doing this work. 1.5 Product protection, storage and handling: A. Site condition: The Contractor, in the course of his work, is to keep the site in a neat and tidy condition as much as is practical so as not to disturb the normal usage of the surrounding areas by the Owner or by others. B. Site clearance: Upon completion of the work, the Contractor shall properly clean and tidy such work and the surrounding areas used by and remove any or all excess materials, dirt, debris from the site or to dispose of same as directed by the Landscape Architect. C. Owner's materials: During the course of the work, any materials, equipment and services may be provided by the Owner and used by the Contractor in the job, for such materials, equipment, and services, the Contractor is to give credit to the Owner at the standard current rate for such items. Such credit, if any, will appear in the final billing by the Contractor to the Owner. Drawing: X:\ 0_ LDI _Bakersfield_Design \Bolthouse Properties\Buena Vista Median\WORKING DRAWINGS\BEUNA VISTA MEDIAN PHASE 1 &2\BEUNA VISTA MEDIAN PHASE 1&2 IRRIGATION.dwg Layout: LS-602 Nov 27, 2013, 2:26prn D. Plans and specifications: All landscaping including plants, ground covers, soil additives and other miscellaneous landscape items shall be provided and installed in strict accordance with plans and specifications prepared by Owner. E. Changes: The Owner shall have the right to make minor changes in the landscape design and installation to insure practicality of design and for aesthetic reasons at no additional cost. PART 2 - MATERIALS 2.1 Grading: Grade all areas by filling and/or removing surplus soil as needed to ensure proper grades and drainage as indicated on the plans. Unless otherwise noted, finish grade shall be below hardscape as follow: 2" for ground cover areas, 1 for lawn areas. 2.2 Moisture content: The soil shall not be worked when moisture content is so great that excessive compaction will occur nor shall it be so dry that dust will occur and form in the air or that clods will not break readily. Water shall be applied, if necessary, to -provide ideal moisture content for tilling. 2.3 Weed removal: Weeds, plus bermuda grass, etc., shall be dug out from all planting areas by their roots wherever possible and removed from the site. Where necessary to discourage reloccurence of this material, the Contractor shall apply one or more treatments of a satisfactory chemical per manufacturer's directions in regard to concentration plus allowance of an ample period of time for effective performance prior to cultivation. The site shall be maintained in a weed and litter free condition during the maintenance period. Weeds shall be removed at frequencies adequate to prevent the maturation of weed seeds. 2.4 Plants: A. Inspection: Plants shall be subject to inspection and approval or rejection by the Landscape Architect at place of growth and/or the project site at any time before or during progress or work for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the site immediately. B. Conditions: Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests or their eggs and shall have healthy normal roots ystems, well filling their containers, but not to the point of being root bound. 2.5 Protection: Protect and maintain all plants from sun, drought, wind, theft, rain and heat at all times before and during planting operation. 2.6 Planting requirements for trees and shrubs: A. Plant materials in quantities and sizes specified shall, after grading operations, be spotted approximately as shown on the landscape drawings and are to be approved by the Landscape Architect before being removed from containers and excavating soil for planting. B. All backfill materials shall be mixed thoroughly on site before using. See soil analasyst from soil engineers for exact compaction rates. PART 3 - EXECUTION 3.1 Planting: A. Container-grown plants to be planted in plant pits two (2) times wider than p lant container and a depth of twice the height of plant container. Plant crown to be slightly higher than its natural growing height after settlement. B. Pruning of plants will not be tolerated. C. All plants shall be watered immediately, before backfilling planting pits. D. All areas receiving plants and/or hydroseeding shall be moist to a depth of 6" at time of planting. E. Plant all plants 5' minimum from irrigation heads (slopes only). F. Scarify the sides of each root ball prior to planting if circular root is evident. G. Plant quantities on the plan are for the Contractor's convenience and not guaranteed to be accurate. H. Plant symbols take precedence over quantities specified. 3.2 All work shall be as directed by Owner's field representative, who shall be appointed prior to the commencement of the work. 3.3 Contractor shall submit all material receipts to Landscape Architect. 3.4 Maintenance: A. Maintenance period shall not begin until entire installation is accepted by the Owner. B. Maintenance period shall be for the following duration: 90 Days. 1. All plants and planting shall be guaranteed for the following durations beginning at the first day of the maintenance period. Trees and shrubs, 15 gallon and larger.... 1 Year Potted plants & pottery .................... 1 Year Shrubs, 5 gallon and smaller .............. 90 Days Ground cover .......................... 90 Days Lawn..... .............................90 Days 2. All dead, damaged or broken plant material, including sodded and seeded lawns and ground cover, shall be replaced at two-week intervals. C. Fertilize with 2 lbs. actual nitrogen per 1000 sq. ft. at end of 30 days. Landscape Architect will specify type, depending on season. Perform last fertilizing at end of maintenance period in the presence of the Landscape Architect. PART 4 - PLANTING NOTES 4.1 Landscape Contractor shall repair and/or replace any damaged plant material which is damaged due to his negligence. 4.2 Landscape Contractor shall be backcharged for Landscape Architect's time in locating any landscape material as requested by the construction manager. 4.3 Landscape Contractor shall submit all amendment quantity receipts to construction manager and/or Landscape Architect for approval. 4.4 Contractor shall perform all fertilizing in the presence of the construction manager or Landscape Architect. See Soil Preparation Requirement, sheet LP-1 4.5 Contractor is responsible for maintaining all areas in a weed and debris free condition throughout the maintenance period. (See specifications). 4.6 Plant symbols take precedence over plant quantities. 4.7 All plants shall be protected against heat, sun, wind and frost during transportation to the site and while being held at the site. Do not store plants in total darkness for more than one day. 4.8 Wilted plant material shall not be planted or used on the project. 4.9 Do not damage plant root during transportation or planting process. 4.10 Plant material may be rejected at any time by the Landscape Architect due to condition, form or damage before or after planting. 4.11 Landscape Architect shall approve final placement of all trees, shrubs and vines prior to planting. 4.12 All surface rock and debris 31' and larger shall be removed from planting areas and then from the site. 4.13 Crown of plant shall be slightly higher, after settling, than adjacent soil. 4.14 Prune trees as directed by Landscape Architect after inspection. 4.15 Remove water basins from all trees located in lawn areas prior to hydroseeding installation. 4.16 Any and all a in new and existing paving caused by the Contractor shall be the responsibility of the Contractor and be repaired by the Contractor. 4.17 Install all trees and shrubs prior to planting of groundcover and/or hydroseeding. PART 5 - HYDROSEEDING MATERIALS. -OMIT 5.1 Seed: A. Label seed and furnish in sealed standard containers with signed copies of a statement from seed vendor certifying that each container of seed delivered is fully labeled in accordance with California State Agricultural Code and is equal to or better than requirements of this section. B. Contractor shall submit all seed labels and certification letter to landscape architect for verification and approval. C. Seed which has become wet, moldy or otherwise damaged in transit or storage will be rejected. 5. Fiber Mulch: A. Composed of green colored wood cellulose fiber containing no germination or growth inhibiting factors. B. Mulch is to be manufactured in such a manner that after the addition of seed, fertilizer, water and additives in a special 1,500 gallon slurry tank, the fibers and above materials will become uniformly mixed to form a homogeneous slurry. C. Weight specifications of this material from the suppliers and for all applications, shall refer only to the air dry weight of the fiber materials. Absolute air dry weight is based on the normal standards of the Technical Association of the Pulp Industry for wood cellulose and is considered equivalent to 10% moisture. Each package of the cellulose fiber shall be marked by the namufacturers to show the air dry weight content. D. Acceptable Manufacturer: Conwed. 5.1 Seed: A. Dry, organic powder hydrocolloid formulation. B. Hydrate and disperse in a mixing tank with circulating water from a homogeneous slurry, either alone or in combination with other materials. pH to be stable in presence of fertilizer. C. Application of soil and mulch tackifier to be made at a minimum rate of: a. Flat areas-80 pounds per acre.. b. Sloped areas (3:1 or steeper) -120 pounds per acre. D. Acceptable Manufacturer: Ecology control-M Binder by Conwed. E. Chemical germinating additives shall be " Catalytic Pre-Emerge" or approve equal. F. Urea formaldehyde shall be a pelletized commercial fertilizer for hydromulch slurry. [ZLIED X. n im c i ri n C, t i 1 4 r% Land s c a p e Development wwwAndscapedevelopment.corn 5301 Young Street Bakersfield, California 9331 1 Phone 6 6 1 -2 4 1 - 5 0 9 0 Fax 6 6 1 - 2 4 1 - 5 0 9 4 DRAWING TITLE: PLANTING SPECIFICATIONS, I DS C M It-4. V/C+0 10 A!� '%v Date 04 -5 1 APRIL 30, 2015 Exp. Date Op C NAVX DATE: 05.31.2013 SCALE: 1 "=20'-0" DRAWN BY: C13 JOB NUMBER: 1270100 SHEET: �602 1 SHEET 130E 13 y �� � BUENA VISTA ROAD MEDIANS U0 (y) C9 CV) L 0 (Wo W 1-- 0 ...... .................... co.. Cn W W 0) . . . . . . . . .... 0 W 0 uJ W _J (1) W 0 -6 i.- o 0 U) -r 0 Cr c6 1-- LU c:, o X, 0 0 M C\l M > 0 W Z < CD = C coll C/) i-- Z .-- �: CZ 0- Z< W n 5 W W > 0 n < 0 < C.) < WN W0 1�_ -J MU)W < > H C� aCD 0 &_ 0 0 -6 0 C� < W rr Z W ZW� ZQ < J mm DRAWING TITLE: PLANTING SPECIFICATIONS, I DS C M It-4. 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