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HomeMy WebLinkAbout1.5-7261 Ph 5 - 7ail Sa R j. 1. PRIOR TO START OF ANY PHASE OF CONSTRUCTION, ALL UTILITIES, METERS (POWER & WATER) MUST BE SET AND FULLY OPERATIONAL 2. CONTRACTOR SHALLRESPONSIBLE FO ww w MEETING ALL PUBLIC STANDARDS AND SPECIFICATIONS. y CONTRACTOR w yw, ALSO BE RESPONSIBLA w CONTACTING PUBLIC w START ELECTRICAL ► AND WATER SERVICE w CONSTRUCTION. 3. w,►w SHALL BE RESPONSIBLE M* w,w MEETING ALL APPROPRIATE : PUBLIC w j STANDARDS, k w■i SPECIFICATIONS AND METHODS CONSTRUCTION. 4 CONTRACTOR r, yw SHALL BE RESPONSIBLE *>w w CONTACTING y.. w:.. w :# RECREATION w t l ! AND PARKS DEPARTMENT, lr, ri •# u !, AND w i w PUBLIC 1D'w (661) �, y, 7 AON-SITE PRE -CONSTRUCTION i x' w � � w ♦ � k % i Y� � w: L w � w � w o. AT START LANDSCAPE CONSTRUCTION b IRRIGATION wy* PERFORMANCE ww t AND L COVERAGE c. PLANT MATERIALS AND PLACEMENT PLANT L MATERIALS, wi STAKING PROCEDURES d. AT THE END OF CONSTRUCTION BUT PRIOR TO START OF POST— O', INSTALLATION i:. MAINTENANCE, iL AND e. AT THE END : POST —INSTALLATION MAINTENANCE PERIOD FOR WRITTEN (OWNER'S) ACCEPTANCE. iCONTRACTOR PERFORM w':w MAINTENANCE Y L IDENTIFIED IN THE SPECIFICATIONS. ;y ALL COST INCURRED w AT EXPENSE CONTRACTOR. 7. CONTRACTOR '' iw IS RESPONSIBLE r! FOR SECURING FINAL WRITTEN ACCEPTANCE BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE FOR rw,w CONTRACTOR BE RELEASED EA,,, ':. MAINTENANCE i IRRIGATION t w. OTHERWISE MAINTENANCE AND REPLACEMENT OF DEAD, DYING, DAMAGED, OR UNSUITABLE PLANT MATERIAL BAKERSFIELD RECREATION wy AND PARKS w WORK.DEPARTMENT OR OWNER'S REPRESENTATIVE, IN WRITING, ACCEPTS THIS POSITIVE8. CONTRACTOR WILL FIELD VERIFY FINISHED GRADES AND VERIFY THAT THERE IS SURFACE y DRAINAGE y► ALL PLANTERS, tw w AREAS >wY AND AWAY FROM ALL PLANTING L POSITIVE DRAINAGE ■ i i NOTIFY CITY OF BAKERSFIELD RECREATION w ► AND PARKS y w DEPARTMENT OWNER'S REPRESENTATIVE ww1 PRIOR ,wr► TO PROCEEDING w w WRITTEN AUTHORIZATION AND INSTRUCTIONS PROCEED. 9. CONTRACTOR SHALL DEMONSTRATE TO CITY OF BAKERSFIELD RECREATION AND N:: PARKS . ♦ w DEPARTMENT i w.; OR OWNER'SREPRESENTATIVE w.w1. FURNISHING WHETHERAND INSTALLATION OF SPECIFIED SOIL AMENDMENTS SEE SPECIFICATIONS ► SOILS REQUIRED IR 10, s: rr, w RECREATION w PARKS :: L ARE L L,,. AND DEPARTMENT STIMATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE w w THE INSTALLATION t j # ALL MATERIAL w♦APPEARING w t w PLAN. 11. DO NOT WILLFULLY pwOCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST x MAY NOT HAVE BEEN wI SHALL BE IMMEDIATELY REPORTED IN WRITING TO THE ATTENTION OF THE CITY OF r y 1r:..FIELD RECREATION wr ♦ ♦ND PARKS DEPARTMENT. k w CONTRACTOR SHALL ASSUME RESPONSIBILITY .:::.M w ALL NECESSARY TO FAILURE T w', GIVE SUCH NOTIFICATION. 12. CONTRACTOR SHALL BE w M ;y w REQUIRED TO RESPONSIBLE ACCOMPLISH w PLANTING f t OPERATIONS. 13. ALL PLANT i MATERIAL w1 SHALL :.. APPROVED BAKERSFIELD RECREATION w ► AND PARKS y w DEPARTMENT /y M OR OWNER'SREPRESENTATIVE. 14. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL w,* wt BAKERSFIELD RECREATION L AND PARKS DEPARTMENT OR OWNER'SREPRESENTATIVE. 15. CONTRACTOR SHALL NOTIFY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 1r yw OR OWNER'SREPRESENTATIVE Mry y# HOURS w PRIOR TO COMMENCEMENT OF O! OCOORDINATE PROJECT OBSERVATION SCHEDULES. DIMENSIONS16. SEE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT AND BACK REQUIREMENTS. 17. IF CONFLICTS ARISE w BETWEEN SIZE OF AREAS t AND PLANS, CONTRACTOR SHALL CONTACT BAKERSFIELD RECREATION O AND PARKS w DEPARTMENT R RESOLUTION, FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE CITY *! BAKERSFIELD RECREATION s y AND PARKS c w DEPARTMENT w RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS. 18. NO PLANTING x SHALL BE PLANTED tI INSTALLATION IRSYSTEM IS RIGATION FINAL GRADES 1 i HAVE BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND SOIL PREPARED, AND THE WORK APPROVED P■w y w: # RECREATION w k AND ■ PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE. # 19. PROVIDE 11M.,. ROOT BARRIER FOR TREES WITHIN 5' OF ANY EXISTING OR PROPOSED PAVING w, STRUCTURE. ► Uri qM:j%+ 21. CONTRACTOR SHALL INSTALL t M CONCRETE w AS PER CITY .. CONSTRUCTIONBAKERSFIELD STANDARDS AT EACH PHASE LINE AND LIMIT OF CONSTRUCTION 22. EXISTING PLANT MATERIAL SHOWN IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANT MATERIAL IN CONFLICT WITH NEW CONDITION REGARDING- REMOVAL, RELOCATION, MAINTENANCE DURING CONSTRUCTION IN ORDER TO MEET THE INTENT OF THE DRAWINGS. 23. THE CONTRACTOR SHALL PROVIDE r■ NECESSARY BARRICADES r►itA ORDER TO FILL THE REQUIREMENTS OF EXISTING PLANTING PROTECTION PER SPECIFICATION. SUBJECT25. ALL TREES UNDER UTILITY LINES ARE BAKERSFIELD RECREATION '► AND PARKS ►w DEPARTMENT. 6 CONTRACTOR IIF yR SHALL DEMONSTRATE L TO OWNER'S ! REPRESENTATIVE MrwL. REQUIREDFURNISHING AND INSTALLATION OF SPECIFIED SOIL AMENDMENTS WHETHER A SOILS TEST IS OR 27. CONTRACTOR IS RESPONSIBLE FOR CARE AND MAINTENANCE OF EXISTING LANDSCAPE AND IRRIGATION wi DURING CONSTRUCTION. 28. EXISTING IRRIGATION SYSTEM SHALL REMAIN OPERATIONAL DURING • �ww is w ww; ww y IN s Y aw y r y w ! IN i w x w w t w w w # w w IN WIN W"Im r; w WO w w win aM w x ► ww y e y r• yWo FRILL I r r: w w, 1r 3r f► STERILIZEDALL POINTS OF CONNECTION FOR ELECTRICAL SERVICE FOR IRRIGATION SYSTEMS SHALL BE INDEPENDENT FROM THE TRAFFIC SIGNAL POWER SOURCE/STREET LIGHTING POWER SOURCE. PRIOR TO ANY PLANTING OF NON —TURF AREAS, THE SOIL OF ALL SUCH AREAS SHALL BE r x CHEMICAL .. i RECOMMENDED I:. ;. BY L. CER11FIED PEST CONTROL ADVISOR AND PRIORAPPLIED BY A CER11FIED PEST CONTROL APPLICATOR. ALSO, NO LESS THAN TWO WEEKS FINALTO ACCEPTANCE, k L PRE—EMERGENT !r CHEMICAL SHALLAPPLIED y #; PEST CONTROL R APPLICATOR. 24 HOUR NOTICE IS REQUIRED PRIOR TO START OF CONSTRUCTION. CALL McINTOSH & ASSOCIATES OR OWNER (661) 834-4818. TWO (2) DAYS PRIOR TO ANY EXCAVA11ON CONTACT USA UND SERVICE ALERT, 811, ! L • ! LOC TIONS OF EXISTING UTILITIES. AN OPEN STREET PERMIT SHALL OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC Or DEPARTMENT rr ANY WORK PERFORMED l► !!, ACCEPTED ■ STREET RIGHT-OF-WAY. UNI ESS SECURED BY AND IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ES11MATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY :L SHAH :: POSTED PRIOR M r ISSUANCE OF :: PERMIT. EXCEPTMAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE # TWO FEET BEHIND SIDEWALK WHERE MAXIMUM SLOPE SHALL BEHINDALTERNATELY, THE CITY ENGINEER MAY APPROVE CURB OR METHOD TO PREVENT ■ EROSION O SIDEWALK. SI a i,92 ., THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE FACE OF WALL TO THE liACK OF 11• IY i EWALX ALONG MFACE OF WALL TO BACK OF SIDEWALX ALONG GOSFORD ROAD IS: 10*560 S.F. S TITLE 1 COVER SHEET *P... t BM► w ROAD Oa D PLANTING PLAN PLANTING STANDARD t " IRRIGATION ::. 8 IRRIGATION STANDARD DETAILS 9 IRRIGATION DETAILS 7 IRRIGATION LEGEND, NOTES AND CALCULATIONS BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE t NTERSEC11ON OF RELIANCE DRIVE AND FIREBAUGH STREET. PER TRACT • 5845 PHASE } EN.1NEER"S, STATEMENT MON. ELEV. MAP .. _ tt eF SPECIFICATIONSI HEREBY STATE THESE PLANS AND TY OF BAKERSFIELD i ORDINANCES,I I INCLUDE IMPROVEMENT BOARD.REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW ERRORS,I AM RESPONSIBLE FOR ALL CALCULA11ONS AND DRAWINGS ON THESE PLANS AND ANY OMISSIONS, I I CRITERIA BE CORRECTED } } DURING SUBMITTEDPLANS • APPRQVED. s✓ i TRAFFIC ENGINEER RYAN STARBUCK REVIEWED BY: LUIS A. TOPETE, ASSISTANT PU LIC V CITY Of BAKERSFlELD R.C.E.# 672 6 APPROVED BY: GREGG R. STRAKAWSE, j PUBLIC' R DATE CITY BAKERSFIELD ! 1 ! ! APPROVED BY arr ONLY s AREAS PUBLIC Know what's below,. Aft uall before you dig. CITY RECORDS 4 d i �a ca Uj Ljj to Uj w a E w Q "Q u w W T Q PROPOSED OVERHEAD POWER LINE�N _0H- PHASE 5 E11=U1__ =12,11mra D"Irm�0. MMMSIRly PHASE 7 IMMOMEM "ammm smomm X"MW=1UW0MW= zones= SENSOM BERKSHIRE ROAD - SEE SHEET 3 DECIDUOUS TREES EVERGREEN TREES FUTURE MEDIAN ISLAND cn P1 BOTANICAL / COMMON NAME CONT CAL SIZE CANOPY ROOTING Lagerstroemia indica 'Lavender' Lavender Crape Myrtle 24" Box 1.511-2.511 Medium 20 Unknown Pistacia chinensis 'Keith Davey'it Davey Chinese Pistache 24" Box 111-211 Medium 42 Moderate BOTANICAL/ COMMON NAME CONT CAL SIZE CANOPY ROOTING N W im Acacia baileyana'Purpurea! / Purple -leaf Acacia 24!'Box 111-211 Medium 21 Moderate 20 Magnolia grandiflora 'Little Gem' Dwarf Southern Magnolia 24" Box 1 "-211 Medium 11 Shallow 24 EVERGREEN SHRUBS BOTANICAL/ COMMON NAME CONT Callistemon viminalis 'Little John' I Dwarf Weeping Bottlebrush 5 GAL 85 •Dietes vegeta, 'Variegata' /Variegated African Iris 5 GAL 92 •Ligustrum texanum / Texas Privet 5 GAL 446 •Rhaphiolepis indica 'Pinkie' / Indian Hawthorne 5 GAL 62 W —011 7-- 3 )ROPOSED MONUMENT SIGN SEE DETAIL THItt S SHEET Ld > F_ ull Lli iE 0 LLJ FUTURE MEDIAN ISLAND 6505FORD ROAD (ARTERIAL) — — — — — — LINE OF SIGHT AT 65L01 C705f=01RD ROAD (ARTERIAL) "ITURE MEDIAN ISLAND • STfPZET TREE RE REMENTS LC705FOEPJ REQUIRED: 1 TREE PER 35 LF @ 892 LF = 26 TREES (507*-70% TO BE EVERGREEN) PROVIDED: DECIDUOUS = 10 TREES EVER9BEEN_,= 21 !REES—(68 *o TOTAL = 31 TREES r%r%^r%^^f_rt r%^1 1— 1 reef- ^r' f%1 ^I 1r A 'r f% REFERENGE NOTES SGHEDULE Concrete Mow Strip SYMBOL DESCRIPTION QTY I M j-:1 0:1] CONCRETE MOW STRIP 17 If REFER TO SHEET 4 FOR STANDARD PLANTING DETAILS AND NOTES: SCALE: 20' 10' 01 20' 40' RIM ELEVATM OF SM AT KODAK TRAL STFEET — BMSFM AND AT FdDM R)RES I DWVE — GOEFORD ROAD SCALE: NONE NOTE: CONTRACTOR SHALL VERIFY THE DIMENSIONS (IN THE FIELD) OF THE EXISTING WALL MONUMENT ON THE CORNER OF GOSFORD ROAD AND CANYON TRAIL AVENUE - SEE NOTE 30 ON SHEET 1 Know what's below. (;"'al 1, before you dig. GOSFORD ROAD - SEE SHEET 2 { { I { { {I �J DECIDUOUS TREES EVERGREEN TREES BOTANICAL / COMMON NAME CONT CAL SIZE CANOPY ROOTING Lagerstroemia indica ' Lavender' I Lavender Crape Myrtle 241 Box 1.5" - 2.5" Medium 20 Unknown Pistacia chinensis 'Keith Davey' / Keith Davey Chinese Pistache 24" Box 1 "-2" Medium 42 Moderate BOTANICAL / COMMON NAME Acacia baileyana'Purpurea' / Purple -leaf Acacia • '�° Magnolia grandiflora 'Little Gem' / Dwarf Southern Magnolia EVERGREEN SHRUBS BOTANICAL / COMMON NAME �-Callistemon viminalis 'Little John' / Dwarf Weeping Bottlebrush ?MMpt Dietes vegeta ' Variegata' / Variegated African Iris Ligustrum texanum / Texas Privet Rhaphiolepis indica ' Pinkie' / Indian Hawthorne REFERENCE NOTES SC,,HEDULE QTY SYMBOL 1 MS-101 12 Concrete Mow Strip DESCRIPTION QTY CONCRETE MOW STRIP 17 If I I �—' 6 �I LL.J V f r _J r Q �I � a Q I 0 0 1 ' r l i PROPOSED MONUMENT SIGN SEE DETAIL ON SHEET 2 3' I I CONT CAL SIZE CANOPY ROOTING QTY REQUIRED: 1 TREE PER 35 LF 0 1,138 LF = 33 TREES (507o--70% TO BE EVERGREEN) PROVIDED: DECIDUOUS = 13 TREES EVERGREEN = 23 TREES (64%) 24 Box 11 ' -2f' Medium 21 Moderate 20 TOTAL = 36 TREES 24" Box 1 "-2" Medium 11 Shallow 24 CONT REFER TO SHEET 4 FOR STANDARD PLANTING DETAILS AND NOTES 5 GAL 85 5 GAL 92 5 GAL 446 5 GAL 62 SCALE: 1 " = 20' 20' 10' 0' 20' 40' ti. O O t'! t9 Z �c W W z O Z W z WI 3: O au J z W { W ..� N o 0)M m o L �►11�1����t1►1�i�Z�r1J 28 a W O D D D m0 -- .-...... ... D p D ` 0 D ® bb ei $DDDDp �D �3 ..�._ _..-.-4. WUj _ `r 0) SIGHT LINE AT 550' 3' I LL Z 1- 8 J I BERK5HIRE ROAD (00LLr-0T0p,) Know what's below. Cal I before you dig - CITY RECORDS NO: RAM Z Z j < ILJ Ct. t9 Z .J V A •t co 0 Uj_ m ~ = i c cc ., Im r a 1. TREES SHALL BE STAKED AS PER DETAILS AND SPECIFICATIONS. 2. THERE SHALL BE NO SUBS11TU11ONS OR DELE11ONS OF PLANT MATERIALS WITHOUT APPROVAL OF THE OWNER AND CITY OF BAKERSFIELD RECREATON AND PARKS DEPARTMENT. 3. CONTRACTOR SHALL CONFORM TO ALL C.O.B. CODES AND REQUIREMENTS INCLUDING ALL INSPECTIONS PERTAINING TO THIS INSTALLATION. 4. ALL LANDSCAPE DETAI SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD. DETAILS STANDARD LANDSCAPE DETAILS AND AS DIRECTED BY THE CITY OF BAKERSFIELD ENGINEER. 5. PLACE ALL TREES BEHIND 'LINE OF SIGHT.' VERIFY WITH CITY OF BAKERSFIELD. RECREATION AND PARKS DEPARTMENT OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION OR TREE INSTALLATION. 6. PRIOR TO FINAL COUNTY ACCEPTANCE, CONTRACTOR SHALL APPLY PRE -EMERGENT WEED CONTROL AS RECOMMENDED BY CERTIFIED PEST ADVISOR AND APPLIED BY A CERTIFIED PEST ADVISOR APPLICATOR. 7. AMENDMENTS, AS INDICATED IN THE PLANTING SPECIFICATIONS, ARE PRESENTED FOR BIDDING PURPOSES ONLY SINCE NO SOILS ANALYSIS WAS CONDUCTED AT THE TIME OF THE BIDDING PROCESS. CONTRACTOR SHALL PROPOSE ON AMENDMENTS AS STATED iN THE SPECIFICATIONS. THE CONTRACTOR IS TO ASSUME SOILS CONDITIONS ARE NORMAL.THE CONTRACTOR SHALL THEN BE RESPONSIBLE FOR SUBMITTING TO AN INDEPENDENT SOILS ANALYSIS LABORATORY, APPROVED BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT, A COMPOSITE SOiL SAMPLE FOR AGRICULTURAL SOILS TESTING AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION AND SHALL FOLLOW SAiD RECOMMENDATIONS. A MINIMUM OF TWO (2) SOIL SAMPLES SHALL BE SUBMITTED TO APPROVED LABORATORY. PRIOR TO LANDSCAPE AND IRRiGA11ON CONSTRUCTION COMMENCEMENT, THE CONTRACTOR SHALL OBTAIN SOILS PREPARATION RECOMMENDATIONS FROM A LICENSED SOILS ENGINEER AND DELIVER IT TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT FOR APPROVAL. 8. CONTRACTOR SHALL ALSO SUBMIT A SEPARATE COMPOSITE SOIL SAMPLE ALONG WITH A MAP OF SOIL SAMPLE LOCATION AND A LIST OF PLANT MATERIALS TO LAB, IF PLANTING IS PROPOSED WHERE ASPHALT PAVING SHALL BE REMOVED, AN ADDITIONAL SAMPLE SHALL BE TESTED FOR SOiL STERiLANTS. SHOULD THE SOIL BE FOUND STERILE, CONTRACTOR SHALL FOLLOW LABORATORY'S RECOMMENDATIONS FOR DEALING WITH SAID SOIL, WHICH MAY INCLUDE REMOVAL AND DISPOSAL OF SOIL TO A SPECIFIED DEPTH AND IMPORTING FERTILE TOPSOIL. 9. CONTRACTOR SHALL SUBMIT COPY OF SOILS ANALYSIS AND RECOMMENDATIONS TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT AND OWNER'S REPRESENTATIVE. 10. CONTRACTOR IS RESPONSIBLE IN PROVIDE PLANTS TYPICAL OF THEIR SPECIES AND VARIETY; WITH NORMAL, DENSELY BRANCHES AND VIGOROUS ROOT SYSTEMS. PLANTS SHALL HAVE A FULLY DEVELOPED FORM WITHOUT VOIDS AND OPEN SPACES. 11. ALL PLANT MATERIAL SHALL BE SOUND, HEALTHY, VIGOROUS PLANTS FREE FROM DEFECTS, DISFIGURING KNOTS, SUN SCALD INJURIES, FROST CRACKS, ABRASIONS OF THE BARK, PLANT DISEASES, INSECT EGGS, BORERS, AND ALL FORMS OF INFESTATIONS. 12. CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT RESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL NOT UP TO PAR WITH CITY OF BAKERSFIELD STANDARDS AT THE TIME OF OBSERVATION OF DELIVERY AND INSTALLATION. CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT MAY INSPECT THE ROOTBALL OF AT LEAST (2) PLANTS AND NO MORE THAN 2% OF THE PLANT MATERIAL TO DETERMINE ROOT CONDITION OF PLANTS. 13. PLANTS PLANTED IN A ROW SHALL BE MATCHED IN FORM. 14. ALL STREET TREES TO BE STANDARD FORM AND PLANTED A MINIMUM OF 6'-0" FROM ALL CURBS AND CONCRETE. 15. STREET TREES SHALL NOT BE LOCATED CLOSER THAN 10'-0" FROM ANY DRIVEWAY, WASTEWATER LATERAL, UTILITY POLE, BOX OR VAULT OR FIRE HYDRANT AND 30'-0" FROM STREET LIGHT STANDARDS. 16. NO TREES OR SHRUBS SHALL BE PLANTED WITHIN THE FLOW LINE OF ANY DRAINAGE SWALES, CHEEK WALLS, INVERTS OR DRAIN OPENINGS. 17. LOCATIONS AND COUNTS ARE PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR SHALL VERIFY ALL PLANT COUNTS. PLANT SYMBOLS TAKE PRECEDENCE OVER QUANTITIES SPECIFIED. 18. PLANT MATERIALS WITHIN VISION TRIANGLES SHALL BE 24" MAXIMUM HEIGHT AS MEASURED FROM TOP OF CURB. 19. ALL SHRUBS SHALL BE SET BACK 30" MINIMUM FROM EDGE OF SIDEWALK TO CENTER OF PLANT. ALL GROUNDCOVER SHALL BE SET BACK 24" MINIMUM FROM EDGE OF SIDEWALK TO CENTER OF PLANT. 20. CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT CONTAINING A PHOTO OF EACH PLANT NURSERY STOCK, WITH NURSERY NAME, LOCATION AND CONTACT AS TO WHERE THE PLANT MATERIAL WILL BE SOURCED; MATERIAL DATA SAFETY SHEETS AND A SAMPLE OF EACH AMENDMENT TO BE USED; AND SPECIFICATION SHEETS FOR LODGE POLES AND TREE TIES. SUBMITTAL OF PLANT PHOTOS SHALL NOT BE CONSIDERED AS FINAL PLANT INSPECTION. A COPY OF THE SOILS LAB ANALYSIS AND RECOMMENDATIONS SHALL BE PROVIDED TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT AS PART OF THE SUBMITTAL PACKAGE AND PRIOR TO COMMENCEMENT OF PLANTING. 21. ALL PLANTS AND PLANTING SHALL BE GUARANTEED FOR THE 1 YEAR MAINTENANCE PERIOD DURATION BEGINNING AT THE FIRST DAY OF THE MAINTENANCE PERIOD. 22. ALL DEAD, DAMAGED OR BROKEN PLANT MATERIAL, INCLUDING GROUND COVER, SHALL BE REPLACED AT TWO WEEK INTERVALS. 23. WILTED AND/OR ROOT BOUND PLANT MATERIAL SHALL NOT BE PLANTED OR USED ON THE PROJECT. 24. CROWN OF PLANT SHALL BE JUST SLIGHTLY HIGHER, AFTER SETTING, THAN THE ADJACENT GRADE. 25. PRUNING OF TREES OR PLANT MATERIAL SHALL NOT BE TOLERATED. 26. PROCEED WITH PLANTING WORK ONLY AFTER IRRIGATION WORK IS COMPLETED, TESTED AND APPROVED BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 27. iF SUBS11TUTIONS ARE NECESSARY, CONTRACTOR SHALL PROVIDE A SUBSTITUTION LIST TO BE APPROVED BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT PRIOR TO INSTALLATION AND AT NO ADDITIONAL COST TO OWNER. IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATED OR SPECIFIED, CONTRACTOR PRICE WiLL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THIS CONTRACT. 28. ALL PLANTER AREAS SHALL HAVE A MINIMUM OF 3" DEEP OF SHREDDED BARK MULCH IN ALL PLANTING BEDS, DISTURBED EXISTING BEDS UPON COMPLETION OF EACH PLANTING AREA, UNLESS OTHERWISE SPECIFIED ON PLANS. 29. CONTRACTOR SHALL PROVIDE CiTY OF BAKERSFIELD RECREATON AND PARKS DEPARTMENT WITH SAMPLES AND/OR PRODUCT LITERATURE FOR REVIEW AND APPROVAL OF THE FOLLOWING: A. MULCH: 3/4" TO 1" REDWOOD BARK CHiPS SUPPLIED FORM A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN COLOR AND FREE FROM WEEDS, SAWDUST, SEEDS, AND SPLINTERS. ANY DYED PRODUCT WILL NOT BE ACCEPTED. B. TREE STAKES: 2' DIAMETER X 10' LENGTH ROUGH SAWN PRESSURE TREATED HOLES, GRAIN LODGE POLE PINE. FREE OF KNOTS, OLE , CROSS S , OR OTHER DEFECTS. MINIMUM TWO (2) PER TREE UNLESS OTHERWISE NOTED ON PLAN. C. TIES: TREE SUPPORT VIT OR APPROVED EQUAL. MINIMUM (4) PER TREE. D. PRE -EMERGENT A N- RADE GROUND COVER AND SHRUB HERBICIDE: FOR ALL 0 G AREAS, PROVIDE "SURFLAN A.S." AS MANUFACTURED BY ELANCO PRODUCTS, NO ACCEPTABLE SUBTITUTIONS. APPLY AS PER MANUFACTURER'S INSTRUCTIONS. E. ROOT CONTROL BARRIERS: "DEEP ROOT CONTROL BARRIER", STOCK NUMBER UB24-2 AS MANUFACTURED BY DEEP ROOT CORP, OR APPROVED EQUAL. MAINTENANCE PERIOD 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT TO PERFORM WORK DURING THE POST -INSTALLMENT MAINTENANCE PERIOD, AS SPECIFIED HEREIN INCLUDING BUT NOT LIMITED T0: ADEQUATE WATERING OF PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS FOR A MINIMUM PERIOD OF THREE HUNDRED AND SIXTY FIVE (365) DAYS. 2. THE CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING 1S COMPLETED, UN11L FINAL WRITTEN ACCEPTANCE BY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 3. COST INCURRED DUE TO DAMAGE OR REPLACEMENT DURING THE POST -INSTALLATION MAINTENANCE PERIOD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. ALL AREAS INCLUDING, BUT NOT LIMITED TO TURF, GROUNDCOVER AREAS, CONCRETE WALKS AND SLABS SHALL BE KEPT CLEAN AND FREE OF WEEDS, LITTER, AND DEBRIS. 5. BEFORE WEEDS EXCEED TWO (2) INCHES IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF OFF -SITE. SERIOUS WEEDS PESTS (I.E.BLACKBERRY, NUT SEDGE OR BIND WEEDS) SHALL BE SPOT SPRAYED WITH A NON -SELECTIVE POST -EMERGENT HERBICIDE AS SPECIFIED BY A WEED ABATEMENT COMPANY, AND LEFT IN PLACE FOR (7) DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) DAYS AFTER APPLICATION AND DISPOSED OF OFF -SITE. 6. CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF DISEASES, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. SHOULD THE CiTY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT, DURING THE MAINTENANCE PERIOD, DISCOVER THAT THE TERMS FOR THE MAINTENANCE PERIOD AS STATED HEREIN HAVE NOT BEEN STRICTLY ADHERED TO, THEN THE DAYS ACCRUING TOWARD COMPLETION OF SAID MAINTENANCE PERIOD WILL BE TERMINATED. THE MAINTENANCE PERIOD WILL BE EXTENDED ON (1) DAY FOR EACH DAY THE AREA IS OUT OF ITS MAINTENANCE PERIOD. AFTER THE AREA HAS BEEN BROUGHT UP TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT STANDARD, THE CITY OF BAKERSFIELD. RECREATION AND PARKS DEPARTMENT WILL REQUIRE A RE -INSPECTION BY A CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT REPRESENTATIVE. WHEN THE INSPECTION IS COMPLETED, AND THE AREA iS IN SATISFACTORY CONDITION, THEN, AND ONLY THEN, WILL THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT RE -ACCEPT THE AREA IN WRITING. 7. THE CONTRACTOR SHALL PROPERLY AND COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM. 8. THE CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN SUFFICIENT QUANTITIES AND ADJUST WATER APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS. 9. (4) FOUR WEEKS PRIOR TO THE CONCLUSION OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL CONTACT THE CITY'S REPRESENTATIVE TO PERFORM A FINAL INSPECTION OF WORK. ANY REMOVED PLANTS NOT IN SATISFACTORY AND HEALTHY CONDITION FROM THE SiTE SHALL BE REPLACED WITH MATERIAL OF LIKE KiND AND SIZE AND IN A MANNER SPECIFIED FOR ORIGINAL PLANTING. IF THE REPLACEMENT PLANTS DO NOT REPRESENT A SIMILAR FOLIAGE REPRESENTATION OF THE ORIGINAL PLANTED MATERIAL, THE CONTRACTOR SHALL REPLACE PLANTS WITH NEXT AVAILABLE UP -SIZED CONTAINER. ALL GROUND COVER SHALL HAVE A TWELVE (12") INCH CLEARING FROM ALL STRUCTURES INCLUDING BUT NOT LIMITED TO: SIDEWALK AREAS, WALLS, FENCES, MOW CURBS, VALVE BOXES, TREE BASES, SHRUBS, ETC. 10. BEFORE THE START OF THE MAINTENANCE PERIOD. THE CONTRACTOR SHALL PREPARE AND SUBMIT ON A (NEW) SET OF BLUE LINE PRINTS AN "AS BUILT" DRAWING. THE DRAWINGS SHALL INCLUDE ALL DEVIATIONS FROM THE ORIGINAL BiD DOCUMENTS MADE DURING CONSTRUCTION THAT AFFECT THE MAiN LINE, 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, TWO SETS OF 11 X17 LAMINATED, SPIRAL BOUND "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 C.O.B. 11. BEFORE THE START OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL SUBMIT ALL UNEDITED INVOICES OF SAID RAIN BiRD EQUIPMENT TO BE CREDITED TOWARDS THE CITY OF BAKERSFIELD RECREATON & PARKS RAIN BIRD'S MAXICOM DOLLAR FUND. PROOF CREDIT AND INVOICES MUST BE SUBMITTED TO THE CiTY'S REPRESENTATIVE FOR VERIFICATION. NO TES.- * For planter areas 5 =-10' 1. Apply soil amendment as per sau7 test and per approved plans in width or as approved and specificotions and as directed by Recreation and Parks Director. b Recreation & Parks y .. 2. All frees shall be double stoked with new 2.0" Die. Pressure treated Director. Lodge Pate Pine stokes Remove original nursery stakes from all project plant moteriol and install new tree stokes per details B and C. Install trees along GZ 3 Place root ball on undisturbed native soil per detail B. Bockfill hole CL of planter half -way with backfi7l mix per approved plans and specifcotions end 4" berm water sufficiently to settle so# Once all surface water has drained, odd See City Standard sufficient backfi# mix to reach finished grade. Construct 4 berm to ST-8 or ST-9 for required fill basin with water end refill once . � create a watering basin around free, Sidewalk Dimension Distance Varies water has drained. Remove berm prior to instelfing turf or bark mulch. F.G. ki ki 4. Arbor Trunk Guards or opproved equal are required around all trees planted in turf areas 5 A 24" deep Root Guard Barrier installation is required for all trees 5.0, ```�,i/�/ or less from any hard surface end as directed by the Recreation and Parks r\ r. ;�\j /\ 4 / Director For /near applications place 10 of bonier parallel end adlocent Install 24" deep roof Root Ball to the edge of hard surface, 5 to each side of tree. Far flee we1I and barrier panels with top /\� //� r \ \ \ \/ N f /,�� ether small areas, install root bonier around oll four sides of the root of panel %" above F. G. �/ /�� " //�'r/�/��'�/�/I ' % /j� ball in a surround application." Adjoining pones shall be fastened \\! /\ Plontin Tablets /\, together per manufacturers recommendation. (finished grade] or per �\/�.�//\ 9 '\//\//� monufoc- tuners ��i��i� (See Note 6) y�\��\ 6 Planting Tablets) shall be evenly spaced and placed 2.0' below specifications finished grade near root ball as follows: TREE PLANTING Wl Tf-I RQO TGUARD 1 -Tablet per t Gallon. 6 Tablets per 15 Gallon 3 - Tablets per 5 Gallon. 9 - Toblets per 24" Box 7 Any and all deviotions from this standard shall be opproved by the Recreation and Parks Director prior to construction. 8 All landscape installation sholl be in accardonce with City Standards, Monufacturer's {� Recommendation, and Section 20 of the Standard Specificotions. U 9. A# moteriol used sholl be new and free from imperfections �} 10. See opproved landscape and irrigotion plops & specifications for specific model numbers, size (� monufacturer, end performance requirements See City Stondord Detail L-8 for Roof Watering Device. 11. This Project is Subject to the Requirements of the Colifornio Department of Water Resources Model Water Efficient Landscope Ordinance (MKELO) and any other Applicable State and Local 50 Local Regulation. Contractor is Responsible for Complionce with these Requirements Stakes (See Note f2) o Tree Support (VI T. or Equal) � Shrub Trunk Guard (Turf, Areas Only) Water F G Basin 4.0" (.33'} Berm F G 4.0" (. 33) Berm (Temporary) Wafer Basin (Temporary} w o Root Ball Crown of Tree sholl be a All 1 to 2 above F.G.' Root 8011 /\\: N, Plan fing Tablets Planting Tablets �.., ,�\��ti/�\ /\\(See Note 0) \\j Undisturbed \�, (See note6} ��/ /\ Undisturbed !Native Sail / �, /�� � �� f j\ N, ,,, 2X dth 2X Width Roof Boll Of Root Bali $ STAKING L?ETA {SECTIONS TYPICAL SHRUB ELANTING QETAIL "-^� Tree Trunk Prevailing Wind Direction Tree Stakes--� Tree Conopy ,\ �-- -- Support STAKE L OCA TiON Face of Woll or Other Object. LA YOU T NO TES.- 1. Y is ground cover or shrub spacing per opproved landscape plan. 2. Unless otherwise noted in plops, ground cover shell be planted with equilateral triangular spockrg as shown above NO TES.- 1. Install oll plant material as per opproved plops and specifications Comply with the latest approved City Standards, Section 20 of the Standard Specifications, and es directed by the Recreation and Parks Director. 2. All plot material used shall be free from disease and pests and inspected and approved by the City Parks Division. 3. Any and oll chonges shall be opproved by the Recreation and Perks Director prior to implementation. 4. This Project is Subject to the Requirements of the Colifornio Department of Water Resources Model Water Efficient Londscope Ordinance (NELO) and any other A��RovEo Applicable State and Local Regulation Contractor is Responsible for Compliance with these Requirements FILENAME: L-10REV FILENAME: L-19I ^,17 il� u,WNERN-l-, t' l z , �" z Rr % 6' Nigh Chain -link Fence or Masonry We# ELEVA TION Mrs Trees 15 =-Z' fl I^ Width !Varies Gate ?l Shrub Sidewalk Planter Per HE 8- no & ST 9 Varies �ii� %��ii►1����ii� i�i%��f� i�%��� � r/ Curb & Gutter \-----Sidewalk NO TES: I. Area between the back of sidewalk and the wall or fence at property line shell be landscaped. Upon dsrection of th Recreation and Perks Director, less than 100 linear feet, may not require landscaping, and the concrete sidewalk shall be extended (wider) to adjoin the face of wall. 2. Ground cover moy be used only when distance between the bock of the sidewalk and the fence exceeds 10 feet. 3. AI/ ground cover shall be reviewed and opproved by the City Parks Division prior to plenting. 4. All plant moteriol used sholl be free from disease and pests and inspected and opproved by the City Parks Division: 5. All plants (shrubs & trees) shall have an individual bubbler. f Irrigation system shall have a seporate point of connection. 7. Shrubs and trees shall be spoced no closer than their diometer of maturity. MINIMUN SIZE REQUIREMENTS Trees = 24" Box Shrubs = 5 Gallon Ground Cover = 1 Gallon 0' 5' Wide Planter (Shrubs Only) 5'f Wide Plonter (Trees/Shrubs) Concrete Driveway & PLAN Commercial Drive Approach Mrs per City Standard. 8. No climbing vines shall be used to screen the wolf or fence. e 9. Install 6" concrete mow curb at property lines per Detail L-11, 10. Install a 3" layer of walk on bark mulch throughout planter area. It Any and oll changes shell be approved by the Recreation and Parks Director prior to implementation. Removal of existing landscaping sholl be approved by the Recreation and Pocks Director. Any removo/ of existing landscoping (trees & shrubs) sholl be replaced at a rate of 2 for every 1 removed. Replacements shall be of like sizes and voriety or as directed by the Recreation and Parks Director. 12 This Project is Subject to the Requirements of the California Department of Woter Resources Model Wafer Efficient Londscepe Ordinance (MN+ELO) and ony other Applicable State and Local Regulation. Contractor is Responsible for Compliance with these Requirements. A = 6' Without Parking (Always used on Arterials & Collectors) A = 12' With Parking D-Sight Distance D=Sx10' FILENAME: L-14REV 1 Design Speeds 60' R/W 25 MPH 90' R/W 55 MPH (If not multi Jane) S = Cntrcal Speer! (85th Percenh7e) or If not known, I 90' R/W 65 MPH use Design Speed on thru street. 110' R/W 65 MPH Maximum - Encroachment 3' off centerline or median edge D 15' F/owline 3vie oint w CONTROLLED IN TERSEC TiON Clear sight area at afleys or driveways, is determbed by measuring 10' along back of sidewalk and 10' along edge of ' alley or driveway. Anything within this triangle must be no taller than 3' above flowline. !f there is no sidewalk, measurement will be taken from and along R/W line. See Municipal Code Section 1ZO8175 Flowline Rowline -f- -ar-I' -i- I� 60' No Obstruction to Motor Vehicle Drive view in Excess of Three Feet Higher than Bowline in This Area. UNCON TROLLED INTERSECTION 10' 10' 10' 10'r N 10' Driveway Alley Clear Sight Area for Dri ve wa v or Alley N. T.S NOTES 1. Both criteria govern at an uncontrolled T intesection. 2 All sight line requirements ore per Sec 1ZO8175 of the Municipal Code �i b�V6 > v .V J.L N N N N rn r rn Q 0 @IIIIIIIII I EXTEND MAINLINE AND WIRES FOR FUTURE i 5F D C70ORD ROAD (ARTERIAL) DEVELOPMENT. PROVIDE GATE VALVE IN BOX WITH 'FUTURE MEDIAN ISLAND 30" OF WIRE LOOP FOR REMAINING STATIONS. :�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- � M-. PAIGE 2-1MRE CABLE (OR APPROVED EQUAL) 30GPM 1-1/2- CONDUIT STUBOUT. 30PSI 17 18 19 20 21 22 23 SHRUBS SHRUBS TREES .51 IRUBS TRr-17-9 SHRUBS SHRUBS ill 5.5 ill 12 1" 12. 10.5 1" 4.5 1 0.51 11,10. to! 2%2 mum=== Ilk - --isw®®iww_§;JII I I 71 _0H 009"Mm (5F05f=0fRD ROAD (ARTERIAL) FUTURE MEDIAN ISLAND 12 13 14 15 16 SHRUBS 1 A2_ SHRUBS SHRUBS 15 J-\\ \ Ill 12. ill 5-5 1 " 12. 1 " 12. I 2" 22 Y2 77 O ZY2' 'ok, W W_°O W W /Z _0H- 0 H # 4;V tf PHASE 5 . _ . PHASE 7 I(J 1) wawmr mmr.....A...... arm..' ..� �.® .®..w.a. wa.w :mm. www. ..ra® BERKSHIRE ROAD SEE SHEET 6 IRR16ATION 5C.,HULE IRRIGATION 5CHEPULE (GONG.) VALVE 5CHE1XLE SYMBOL 009"Mm (5F05f=0fRD ROAD (ARTERIAL) FUTURE MEDIAN ISLAND 12 13 14 15 16 SHRUBS 1 A2_ SHRUBS SHRUBS 15 J-\\ \ Ill 12. ill 5-5 1 " 12. 1 " 12. I 2" 22 Y2 77 O ZY2' 'ok, W W_°O W W /Z _0H- 0 H # 4;V tf PHASE 5 . _ . PHASE 7 I(J 1) wawmr mmr.....A...... arm..' ..� �.® .®..w.a. wa.w :mm. www. ..ra® BERKSHIRE ROAD SEE SHEET 6 IRR16ATION 5C.,HULE IRRIGATION 5CHEPULE (GONG.) VALVE 5CHE1XLE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL NUMBER MODEL -0. " -0- XX Hunter PROS-04-PCN 25 752 30 3/9 Irrigation Lateral Line: PVC Schedule 40 3/4" 5,548 I.f. 1 Rain Bird PEB 25 50 10 20 Flood Bubbler, 4.0" pop-up Rain Bird SAM-PRS 2 Rain Bird PEB Rain Bird RWS-B-C-SOCK 1401 Irrigation Lateral Line: PVC Schedule 40 1 406.5 1 J. 3 Rain Bird PEB 4 Rain Bird PEB IV IV, )k 4 Root Watering System with 4.0" diameter x 36.0" long with locking 67 30 2/9 5 Rain Bird PEB 1401 1402 1404 1408 grate, semi -rigid mesh tube. Check Valve and Sand Sock. Rain Irrigation Mainline: PVC Schedule 40 2" 1,068 Lf. 6 Rain Bird PEB Bird bubbler option as indicated: 1401 0.25 gpm, 1402 0.5 gpm, 7 Rain Bird PEB 14041.0 gpm, 1408 2.0 gpm. 8 Rain Bird PEB Irrigation Mainline: PVC Schedule 40 21 /211 1,174 I.f. 9 Rain Bird PEB SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL 10 Rain Bird 'PEB Rain Bird PEB 1" Pipe Sleeve: PVC Schedule 40 4" 102.8 I.f. 11 Rain Bird PEB ill 7 1-1/20, 2" Plastic Industrial Valves. Low Flow Operating 23 1/9 12 Rain Bird PEB Capability, Globe Configuration. Pipe Sleeve: PVC Schedule 40 5" 159.5 Lf. 13 14 Rain Bird PEB Rain Bird PEB Rain Bird 44-LRC Ill 15 Rain Bird PEB 1" Brass Quick -Coupling Valve, with Corrosion -Resistant Stainless 6 5/9 Valve Callout 16 Rain Bird PEB Steel Spring, Locking Thermoplastic Rubber Cover, and 2-Piece 17 Rain Bird PEB Body. # -Valve Number 18 Rain Bird PEB 19 Rain Bird PEB Nibco T-1 13-K 5 4/9 _all 7r _a_ Valve Flow -1 20 Rain Bird PEB Line Size Brass Gate Valve for On/Off Control T Valve Size 21 Rain Bird PEB X Cap for future use 22 Rain Bird PEB F-1-1 X Cap at the mainline or lateral line for future use. The pressure 23 Unknown Rain Bird PEB Cap for future use and flow provided to that location are indicated next to the cap symbol. POC Fli Point of Connection City of Bakersfield SIZE TYPE GPM ill Bubbler 9.00 ill Bubbler 4.00 ill Bubbler 10.00 ill Bubbler 9.50 ill Bubbler 4.50 ill Bubbler 9.50 ill Bubbler 9.50 1 Bubbler 4.50 ill Bubbler 9.50 ill Bubbler 5.00 ill Bubbler 10-25 ill Bubbler 12-00 ill Bubbler 5.50 ill Bubbler 12.00 ill Bubbler 12-00 ill Bubbler 12.00 ill Bubbler 5.50 ill Bubbler 12.00 ill Bubbler 12-50 ill Bubbler 10.50 ill Bubbler 4.50 ill Bubbler 10.50 1" Bubbler 10.50 Cap (as indicated for future use) 30-00 WIRE PSI PSI @ POC PRECIP 33-16 47.19 0.92 in/h 32.45 35.2 0.*85 in/h 34.29 46.79 0.93 in/h 34.3 44.7 0.93 in/h 32-62 35-12 0.85 in/h 33-36 42.79 0.92 in/h 33.48 41.68 0.92 in/h 32.48 34.48 0.85 in/h 33-36 40-25 0.92 in/h 32.86 34.68 0.85 in/h 33.77 40.21 0.92 in/h 34.71 40.78 0.94 in/h 33.17 34.45 0.85 in/h 33.34 38-49 0.94 in/h 33.34 37.25 0.94 in/h, 33.46 36.14 0.94 in/h 33.73 34.11 0.85 in/h 33.64 35.08 0.94 in/h 34.93 35-51 0.95 in/h 34.18 34.44 0.95 in/h 32.34 32.37 0.85 in/h 32.81 32.96 0.94 in/h 32.7 32.75 0.94 in/h 30 33.4 Unknown FUR"EBIAN FAN D-J- \Z SCALE: 1 20' 20' 10' 09 20" 40" 1 N I c'�O­RITICAL ANAL)"'515 Generated: 2022-08-C P.O.C. NUMBER: 01 Water Source Information: City of 1 09:02 Bakersfield Pressure Available: 50.00 psi DESIGN ANALYSIS Maximum Station Flow: 30 GPM Flow Available at POC: 30 GPM Residual Flow Available: 0 GPM Critical Station: 1 Design Pressure: 30 PSI Friction Loss: 1.26 PSI Fittings Loss: 0.13 PSI Elevation Loss: 0 PSI Loss through Valve: 1.78 PSI Pressure Req. at Critical Station: 33.17 PSI Loss for Fittings: 1.27 PSI Loss for Main Line: 12.75 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Critical Station Pressure at POC: 47.19 PSI Pressure Available: 50 PSI Residual Pressure Available: 2.81 PSI Know what's b@IOW. Call before you -dig. N IIII Know what's b@IOW. Call before you -dig. N IIII wv%-au- MID ROAD - SEE SHEET 5 II JL �J a TIF I� > 01 3�4n IM 1-7- 7 1 IN W 110 72 X- - - - - - - - - - - - - - - - - 0 IM 9 U cc 0 3: IL 0 KODAK TRAIL STREET 4 15. ---------------- 7 --------- - - SHRUBS 2 1IRRI&ATION 5r_..,HEDULE < o SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL M -0- XX Hunter PROS-04-PCN 25 752 30 3/9 25 50 10 20 Flood Bubbler, 4.0" pop-up Rain Bird SAM-PRS Rain Bird RWS-B-C-SOCK 1401 IV, Root Watering System with 4.0" diameter x 36.0" long with locking 67 30 2/9 1401 1402 1404 1408 grate, semi -rigid mesh tube. Check Valve and Sand Sock. Rain Bird bubbler option as indicated: 14010.25 gpm, 1402 0.5 gpm, 14041.0 gpm, 1408 2.0 gpm. > ca SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL o PEI! Rain Bird PEB 1" r- ill 1 1-1/211, 2" Plastic Industrial Valves. Low Flow Operating 23 1/9 N 0) Capability, Globe Configuration. Rain Bird 44-LRC 1 1" Brass Quick -Coupling Valve, with Corrosion -Resistant Stainless 6 5/9 Steel Spring, Locking Thermoplastic Rubber Cover, and 2-Piece Body. co Nibco T-1 13-K 5 4/9 0 Line Size Brass Gate Valve for On/Off Control .j W X X Cap for future use 11M r7i Cap at the mainline or lateral line for future use. The pressure 1 LU and flow provided to that location are indicated next to the cap ul symbol. POC Fri Point of Connection 1 City of Bakersfield V) ul z Irrigation Lateral Line: PVC Schedule 40 3/4" 5,548 I.f. 0 V) > W Irrigation Lateral Line: PVC Schedule 40 1" 406.5 I.f. Irrigation Mainline: PVC Schedule 40 2" 1,068 I.f. Irrigation Mainline: PVC Schedule 40 2 1/2" 1,174 I.f. VALVE SC,,HULE Pipe Sleeve: PVC Schedule 40 411 102.8 I.f. NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP Pipe Sleeve: PVC Schedule 40 511 159.5 If. 1 Rain Bird PEB ill Bubbler 9.00 33.16 47.19 0.92 in/h Valve Callout 2 Rain Bird PEB ill Bubbler 4.00 32.45 35.2 0.85 in/h 3 Rain Bird PEB ill Bubbler 10.00 34.29 46.79 0.93 in/h # Valve Number 4 Rain Bird PEB ill Bubbler 9.50 34.3 44.7 0.93 in/h 5 Rain Bird PEB ill Bubbler 4.50 32.62 35-12 0.85 in/h # # Valve Flow 6 Rain Bird PEB ill Bubbler 9.50 33.36 42.79 0.92 in/h ; 7 Rain Bird PEB ill Bubbler 9.50 33.48 41-68 0.92 in/h Valve Size 8 Rain Bird PEB ill Bubbler 4.50 32.48 34.48 0.85 in/h 9 Rain Bird PEB ill Bubbler 9.50 33-36 40.25 0.92 in/h RITI(��="�515 10 Rain Bird PEB ill Bubbler 5.00 32-86 34-68 0.85 in/h 11 Rain Bird PEB ill Bubbler 10.25 33.77 40.21 0.92 in/h 12 Rain Bird PEB 1" Bubbler 13 Rain Bird PEB ill Bubbler 5.50 33-17 34.45 0.85 in/h 14 Rain Bird PEB ill Bubbler 12.00 33-34 38.49 0.94 in/h P.O.C. NUMBER: 01 15 Rain Bird PEB ill Bubbler 12-00 33.34 37.25 0.94 in/h Water Source Information: City of Bakersfield 16 Rain Bird PEB ill Bubbler 12.00 33.46 36.14 0.94 in/h 17 Rain Bird PEB ill Bubbler 5.50 33.73 34-11 0.85 in/h FLOW AVAILABLE 18 Rain Bird PEB ill Bubbler 12-00 33.64 35-08 0.94 in/h Custom Max Flow: 30 GPM 19 Rain Bird PEB, Ill Bubbler 12-50 34.93 35.51 0.95 in/h Flow Available 30 GPM 20 Rain Bird PEB ill Bubbler 10-50 34.18 34.44 0.95 in/h 21 Rain Bird PEB ill Bubbler 4.50 32.34 32.37 0.85 in/h PRESSURE AVAILABLE 22 Rain Bird PEB ill Bubbler 10.50 32.81 32.96 0.94 in/h Static Pressure at POC: 50.00 PSI 23 Rain Bird PEB ill Bubbler 10-50 32.7 32.75 0.94 in/h Pressure Available: 50.00 psi Unknown Cap for future use Cap (as indicated for future use) 30.00 30 33.4 Unknown DESIGN ANALYSIS Maximum Station Flow: 30 GPM Flow Available at POC: 30 GPM Residual Flow Available: 0 GPM SCALE: 1 = 20' 20' 10' 09 20' 40' Critical Station: Design Pressure: Friction Loss: Fittings Loss: Elevation Loss: Loss through Valve: Pressure Req. at Critical Station: Loss for Fittings: Loss for Main Line: Loss for POC to Valve Elevation: Loss for Backfiow: Critical Station Pressure at POC: Pressure Available: Residual Pressure Available: 1 30 PSI 1.26 PSI 0.13 PSI 0 PSI 1.78 PSI 33-17 PSI 1.27 PSI 12.75 PSI 0 PSI 0 PSI 47.19 PSI 50 PSI 2.81 PSI Know what's below. Call before you dig. -- - - IJA 70ipp-ing SYMBOL -o- " <)- xx 25 50 10 20 rr d )k 4 1401 1402 1404 1408 :• Ir 0 X n MANUFACTURER/MODEL/DESCRIPTION QTY Hunter PROS-04-PCN 25 752 Flood Bubbler, 4.0" pop-up Rain Bird SAM-PRS Rain Bird RWS-B-C-SOCK 1401 Root Watering System with 4.0" diameter x 36.0" long with locking 67 grate, semi -rigid mesh tube. Check Valve and Sand Sock. Rain Bird bubbler option as indicated: 1401 0.25 gpm, 1402 0.5 gpm, 1404 1.0 gpm, 1408 2.0 gpm. MANUFACTURER/MODEL(DESCRIPTION QTY Rain Bird PEB 1" 23 1", 1-1/2", 2" Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration. Rain Bird 44-LRC 1" 1" Brass Quick -Coupling Valve, with Corrosion -Resistant Stainless 6 Steel Spring, Locking Thermoplastic Rubber Cover, and 2-Piece Body. Nibco T-113-K 5 Line Size Brass Gate Valve for On/Off Control Cap for future use Cap at the mainline or lateral line for future use. The pressure 1 and flow provided to that location are indicated next to the cap symbol. Point of Connection 1 City of Bakersfield Irrigation Lateral Line: PVC Schedule 40 3/4" 5,548 I.f. Irrigation Lateral Line: PVC Schedule 401" 406.5 I.f. Irrigation Mainline: PVC Schedule 40 2" --- Irrigation Mainline: PVC Schedule 40 21/2" = T = = T ^ T Pipe Sleeve: PVC Schedule 40 4" Pipe Sleeve: PVC Schedule 40 5" Valve Callout # ----- Valve Number #" # -- Valve Flow Valve Size 1,068 Lf. 1,174 I.f. 102.8 Lf. 159.5 Lf. PSI DETAIL 30 3/9 30 2/9 1/9 5/9 4/9 VALVE 5�HF;)UL NUMBER MODEL SIZE TYPE 1 Rain Bird PEB 1" Bubbler 2 Rain Bird PEB 1" Bubbler 3 Rain Bird PEB 1" Bubbler 4 Rain Bird PEB 1" Bubbler 5 Rain Bird PEB 1" Bubbler 6 Rain Bird PEB 1" Bubbler 7 Rain Bird PEB 1" Bubbler 8 Rain Bird PEB 1" Bubbler 9 Rain Bird PEB 1" Bubbler 10 Rain Bird PEB 1" Bubbler 11 Rain Bird PEB 1" Bubbler 12 Rain Bird PEB ill Bubbler 13 Rain Bird PEB 1" Bubbler 14 Rain Bird PEB 1" Bubbler 15 Rain Bird PEB 1" Bubbler 16 Rain Bird PEB 1" Bubbler 17 Rain Bird PEB 1" Bubbler 18 Rain Bird PEB 1" Bubbler 19 Rain Bird PEB 1" Bubbler 20 Rain Bird PEB i" Bubbler 21 Rain Bird PEB 1" Bubbler 22 Rain Bird PEB 1" Bubbler 23 Rain Bird PEB ill Bubbler Unknown Cap for future use Cap (as indicated for future use) T I CAL ANAL 15 1 5 Generated: 2022-08-01 09:02 P.O.C. NUMBER: 01 Water Source Information: City of Bakersfield FLOW AVAILABLE Custom Max Flow: 30 GPM Flow Available 30 GPM PRESSURE AVAILABLE Static Pressure at POC: 50.00 PSI Pressure Available: 50.00 psi DESIGN ANALYSIS Maximum Station Flow: 30 GPM Flow Available at POC: 30 GPM Residual Flow Available: 0 GPM Critical Station: 1 Design Pressure: 30 PSI Friction Loss: 1.26 PSI Fittings Loss: 0.13 PSI Elevation Loss: 0 PSI Loss through Valve: 1.78 PSI Pressure Req. at Critical Station: 33.17 PSI Loss for Fittings: 1.27 PSI Loss for Main Line: 12.75 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Back€low: 0 PSI Critical Station Pressure at POC: 47.19 PSI Pressure Available: 50 PSI Residual Pressure Available: 2.81 PSI HYDROZONE/VALVE PF IRRIGATION METHOD IE ETAF (PF/IE) LANDSCAPE AREA (SQ. FT.) ETAF x LS AREA ETWU (GALLONS) REGULAR LANDSCAPE AREAS 1,3,4,6,7,9,11,12,14,15,16,18,19,20,22,23 0.3 DRIP 0.81 0.37 19,837 7,347 238,691 2,5,8,10,13,17,21 0.3 DRIP 0.81 0.37 301 111 3,622 0 0 0 0 0 0 TOTALS: 20,138 1 7,459 1 242,312 SPECIAL LANDSCAPE AREAS 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 0 0 TOTALS:1 0 0 ETWU TOTAL MAXIMUM ALLOWED WATER 0 242,312 294,410 REFERENCES CALCULATIONS: ETAF CALCULATIONS: ETWU = (ETo) x (0.62) x [((PF x LANDSCAPE AREA)/IE) + (SLA)] TOTAL ETAF x LS AREA 7,459 MAWA = (ETo) x (0.62) x [(ETAF x LANDSCAPE AREA) + (1- ETAF) x SLA] TOTAL LANDSCAPE AREA 20,138 ETo = 52.4 (KERN COUNTY & CITY OF BAKERSFIELD) AVERAGE ETAF 0.37 AVERAGE ETAF MUST BE 0.7 OR LESS FOR RESIDENTIAL WITHOUT LANDSCAPEAREAS & 0.45 OR LESS FOR NON-RESIDENTIAL SPECIAL ABBREVIATIONS: ETWU - ESTIMATED TOTAL WATER USE NOTE: ETWU MUST BE LESS THAN MAWA TO BE IN COMPLIANCE WITH STATE AND/OR LOCAL WATER BUDGET ALLOWANCE. MAWA - MAXIMUM APPLIED WATER ALLOWANCE PF - PLANT FACTOR ETAF - EVAPOTRANSPRIATION ADJUSTEMENT FACTOR (0.55 FOR RESIDENTIAL AREAS AND 0.45 FOR NON-RESIDENTIAL AREAS IE - IRRIGATION EFFICIENCY (0.75 FOR SPRAYAND 0.81 FOR DRIP SYSTEMS) SLA _ SPECIAL LANDSCAPE AREA - (EDIBLE PLANTS, RECREATIONAL AREAS, AREAS IRRIGATED WITH RECYCLED WATER OR WATER FEATURES USING RECYCLED WATER ZONE/VALVE WATER USE / PLANT FACTOR IRRIGATION METHOD LANDSCAPE AREA (SQ. FT) % Of TOTAL LS AREA WATER USE SETTING 1,3,4,6,7,9,11,12,14,15,16,18,19,20,22,23 LW 0.3 SPRAY 19,837 99% 0.30 2,5,8,10,13,17,21 LW 0.3 1 SPRAY 301 1 1% 0.00 TOTAL SQUARE FOOTAGE: 20,13$ 1 AVG. PF 0.3 GPM WIRE PSI PSI @ POC PRECIP 9.00 33.16 47.19 0.92 in/h 4.00 32.45 35.2 0.85 in/h 10.00 34.29 46.79 0.93 in/h 9.50 34.3 44.7 0.93 in/h 4.50 32.62 35.12 0.85 in/h 9.50 33.36 42.79 0.92 in/h 9.50 33.48 41.68 0.92 in/h 4.50 32.48 34.48 0.85 in/h 9.50 33.36 40.25 0.92 in/h 5.00 32.86 34.68 0.85 i n/h 10.25 33.77 40.21 0.92 in/h 12.00 34.71 40.78 0.94 in/h 5.50 33.17 34.45 0.85 in/h 12.00 33.34 38.49 0.94 in/h 12.00 33.34 37.25 0.94 in/h 12.00 33.46 36.14 0.94 in/h 5.50 33.73 34.11 0.85 in/h 12.00 33.64 35.08 0.94 in/h 12.50 34.93 35.51 0.95 in/h 10.50 34.18 34.44 0.95 in/h 4.50 32.34 32.37 0.85 in/h 10.50 32.81 32.96 0.94 in/h 10.50 32.7 32.75 0.94 in/h 30.00 30 33.4 Unknown GENERAL RECORD DRAWING NOTE: 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE 'FIELD RECORD' SET OF BLUE LINE PRINTS WHICH SHALL BE CORRECTED DAILY INDICATING EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS, INCLUDING EXACT LOCATIONS, SIZES, AND KINDS OF EQUIPMENT. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS AND SHALL BE THE BASIS FOR MEASUREMENT. THIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A FIELD RECORD SET. 2. THE CONTRACTOR SHALL MAKE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING THE WORK AS ACTUALLY INSTALLED. THESE DRAWINGS SHALL BE AVAILABLE AT ALL 11MES FOR INSPECTION AND SHALL BE KEPT IN A LOCATION DESIGNATED BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE THE LOCATION AND CHANGES OF THE FOLLOWING ITEMS INCLUDING BUT NOT LIMITED TO: a. CONNECTIONS TO EXISTING WATER LINES b. CONNECTIONS TO EXISTING ELECTRICAL POWER c. GATE VALVES d. ROUTING OF PRESSURE MAIN LINE PIPE e. SPRINKLER CONTROL VALVES f. ROUTING OF CONTROL AND COMMON WIRE g. QUICK COUPLING VALVES h. IRRIGATION SLEEVE LOCATIONS i. PLANT MATERIAL SUBSTITUTION OR LAYOUT CHANGES 4. BEFORE THE DATE OF THE FINAL INSPECTION, THE CONTRACTOR SHALL DELIVER THE CORRECTED 'FIELD RECORD' SET TO THE LANDSCAPE ARCHITECT WHO WILL USE THE INFORMATION TO CREATE A CLEAN SET OF 'RECORD DRAWINGS'. ALL WORK SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE AND IS SUBJECT TO VERIFICATION. DELIVERY OF THE 'FIELD RECORD' SET TILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED INFORMATION THAT MAY BE OMITTED FROM THE PRINTS COMPILED AT THE SITE. THE LANDSCAPE ARCHITECT WILL USE THE INFORMATION TO PRODUCE: a. A CLEAN SET OF RECORD DRAWINGS WHICH WILL BE SUBMITTED TO THE CITY OF BAKERSFIELD AS THE OFFICIAL 'RECORD DRAWINGS' FOR THE PROJECT. b. THE CONTRACTOR SHALL STAMP AND SIGN EACH SHEET TO INDICATE 'RECORD DRAWINGS' AS PROVIDED BY CONTRACTOR'S REPRESENTATIVE. c. CONTROLLER CHARTS SHALL BE PRODUCED FROM THE FINAL APPROVED 'RECORD DRAWINGS. 5. CONTROLLER CHARTS: a. PROVIDE TWO CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED AND ONE ELECTRONIC COPY. b. THE CHART SHALL SHOW THE AREA CONTROLLED BY EACH AUTOMATIC CONTROLLER AND SHALL BE REDUCED IN SIZE TO AND 11 "X17" OF THE APPROVED 'RECORD DRAWINGS'. c. THE CHART SHALL BE A BLUELINE OZALID PRINT AND A DIFFERENT COLOR SHALL BE USED TO INDICATE THE AREA OF COVERAGE FOR EACH CONTROL VALVE STATION. d. WHEN COMPLETED AND APPROVED, THE CHARTS SHALL BE SEALED BY A PLASTIC LAMINATING PROCESS AND SPIRAL BOUND. THE PLASTIC LAMINATING SHEETS SHALL BE A MINIMUM OF 10 MIL. THICKNESS EACH. NOTES: IRRIGATION SYSTEM IS DESIGNED FOR 70 PSI Q POINT OF CONNECTION. ASSUMED OPERATING PRESSURE = 50 PSI MAXIMUM FLOW = 30 GPM FOR THE HOTTEST MONTH OF THE YEAR: IRRIGATION RUN TIME FOR SHRUBS (AT FULL GROWTH) = 10 MINUTES A DAY, THREE TIMES A WEEK (SCHEDULE CONTROLLER RUN TIME FOR SHRUB STATIONS 2 TIMES X 5 MINUTES; ONE HOUR MIN. BETWEEN WATERING CYCLES) IRRIGATION RUN TIME FOR TREES (AT FULL GROWTH) = 48 MINUTES A DAY, THREE TIMES A WEEK (SCHEDULE CONTROLLER RUN TIME FOR TREE STATIONS 3 TIMES X 16 MINUTES; ONE HOUR MIN. BETWEEN WATERING CYCLES) FOR REGULAR SCHEDULE AFTER ESTABLISHMENT: IRRIGATION SHALL BE SCHEDULED TO OCCUR THREE TIMES A WEEK BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM. IRRIGATION NOTES: 1. CONTRACTOR SHALL CHECK & VERIFY ALL SITE CONDITIONS, UTILITIES & SERVICES PRIOR TO TRENCHING. 2. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR MAXIMUM COVERAGE WITH MINIMUM OVERSPRAY. ADJUST ALL IRRIGATION HEADS TO ELIMINATE OVERSPRAY ON ADJACENT HARD SURFACE AREAS. PROVIDE ADJUSTABLE ARC NOZZLE FOR IRRIGATION HEADS WHERE OVERSPRAY IS EXCESSIVE. PROVIDE CHECK VALVES WHERE NEEDED TO PREVENT LOW HEAD DRAINAGE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CROSS CONNECTION CONTROL STANDARDS AND CONNECTION CONTROL STANDARDS, AND SHALL PERFORM WORK IN SUCH A MANNER AS TO MEET CURRENT INDUSTRY STANDARDS FOR IRRIGATION SYSTEM CONSTRUCTION. 4. INSTALL RAIBIRD SEAL-A-MAT1C HEADS AT ALL LOCATIONS. 5. ALL LOCATIONS OF IRRIGATION COMPONENTS ARE APPROXIMATE AND DIAGRAMMATIC AS SHOWN. CONTRACTOR IS RESPONSIBLE FOR THE ACTUAL PLACEMENT OF EACH COMPONENT AND FOR OBTAINING APPROPRIATE IRRIGATION WATER COVERAGE. IF CONFLICTS EXIST CONTRACTOR SHALL N011FY McINTOSH & ASSOCIATES OR THE OWNER'S REPRESENTATIVE PRIOR TO PLACING THE COMPONENT. 6. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS MERE POSSIBLE. 7. ALL ACCUMULATIVE LATERAL AND MAINLINE IRRIGATION LINES RUNNING UNDER ANY WALK OR PAVEMENT TO BE INSTALLED 2.5 FEET DEEP, IN SCH. 40 PVC SLEEVES AT TWICE THE DIAMETER OF THE IRRIGATION LINE UNLESS OTHERWISE NOTED. ALL ELECTRICAL CONDUITS SHALL HAVE 1" MIN. DIA FOR 110 VOLTS AND 2" MIN. DIA FOR LOW VOLTAGE. 8. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE. LABEL ALL WIRES WITH WATERPROOF MARKERS AT ALL SPLICES, VALVE MANIFOLDS AND CONTROLLER. 9. INSTALL VALVE BOXES 12" FROM AND PERPENDICULAR 'TO WALKS, CURB, LAWN, BUILDINGS OR LANDSCAPE FEATURES. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHAD. BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX SHALL BE 24" APART. SHORT SIDE OF THE VALVE BOX SHALL BE PARALLEL TO WALK, CURB, LAWN ETC. INSTALL ONE VALVE PER BOX ONLY. 10. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWING WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT UP THE ATTENTION OF THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. IN THE EVEN THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER. 11. THE CONTRACTOR SHALL PROVIDE AND KEEP AN UP-TO-DATE 'RECORD DRAWING' SHOWING ALL CHANGES TO THE ORIGINAL DRAWINGS AND EXACT LOCATIONS OF FACILITIES INSTALLED BEFORE FINAL INSPECTION. THE CONTRACTOR SHALL FURNISH 'RECORD DRAWINGS' TO THE PROJECT INSPECTOR AND ENGINEER. 12. THE SYSTEM IS DESIGNED FOR THE PERFORMANCE LISTED ON THE IRRIGATION SCHEDULE. CONTRACTOR WILL VERIFY ON -SITE WATER PRESSURE AND WILL ADJUST SYSTEM DESIGN IF APPROPRIATE. 13. ALL CONTROL WIRE NOT INSTALLED ALONG MAIN LINE WILL BE INSTALLED IN SCH. 40 PVC CONDUIT. ALL CONTROL WIRE TO BE INSTALLED AS 14 GAUGE UNLESS OTHERWISE NOTED. 14. INSTALL ALL VALVES AND Q.C.V. HIDDEN AND IN SHRUB BEDS WHERE POSSIBLE. VALVE BOXES SHOULD BE PERPENDICULAR TO THE SIDEWALK, CURB OR WALL, AND HEAT BRANDED. 15. CONTRACTOR WILL SUPPLY LAMINATED TWO (2) 11 A 7 INCH AND ONE (1) REPRODUCIBLE AS -BUILT DRAWINGS TO THE OWNER AND McINTOSH & ASSOCIATES. 16. USE ONLY 711 PVC CEMENT AND PRIMER. 17. LABEL ALL VALVES WITH YELLOW PLASTIC TAG WITH INTEGRATED PRINT INDICATING CIRCUIT NUMBER AND CONTROLLER IDENTIFICATION. 18. QUANTITIES FOR IRRIGATION EQUIPMENT AND COMPONENTS APPEAR IN THE LEGEND FOR McINTOSH & ASSOCIATES USE. BIDDING CONTRACTOR SHALL NOTE THAT PLAN SHALL PREVAIL WHEN VERIFYING QUANTITIES OF IRRIGATION EQUIPMENT AND COMPONENTS. 19. CONTRACTOR SHALL PROVIDE & INSTALL TWO HOT WIRES TO EACH VALVE. CONNECT ONE (BLACK) AND THE SECOND (RED) WILL BE A SPARE. A SPARE COMMON (MITE) WIRE SHALL BE LOOPED AND RAN THROUGH TO THE END OF THE SYSTEM. ONE BLUE WIRE SHALL BE USED FOR THE MASTER VALVE. VERIFY WITH C.O.B. OR INSTALL TWO -WIRE SYSTEM PER DIRECTION OF C.O.B. 20. CONTRACTOR SHALL PROVIDE & INSTALL A SCH. 80 PVC UNION & BALL VALVE THE SAME SIZE AS VALVE 0 EACH VALVE LOCATION. 21. CONTRACTOR SHALL ENGRAVE THE LETTERS "IR" ON THE FACE OF THE CURB WHERE SLEEVE CROSSINGS ARE LOCATED. REFER TO CITY'S REPRESENTATIVE FOR CONFIGURATION. 22. THE CONTRACTOR SHALL UTILIZE AND/OR PROVIDE AN EXISTING IRRIGATION MAINLINE AND WIRES FROM AND/OR TO ANY ADJACENT PHASE LINE OR DEVELOPMENT LIMITS TO COMPLETE ANY CURRENT OR FUTURE IRRIGATION SYSTEMS, PROVIDING THE SYSTEM CAN PROPERLY MEET THE DESIGNED CONDITIONS. SHOULD THE CONTRACTOR BE REQUIRED TO UTILIZE THE EXISTING FUTURE SERVICES, THE EXISTING IRRIGATION SYSTEM SHALL BE UPDATED WITH ALL THE NECESSARY IRRIGATION EQUIPMENT. Bockfi7l and compact according to VALVE ,q B TEE 90' ELL c Standard Detail ST-12. See Caltrons Finished Grade 6" Maximum ANCHOR / Standard Specifications for surface ,� Concrete \\ ��\���\� nC treatment or as directed by the LA TERAL LINE r'// 1,.,;1 �f, //� ;\ ;�f/ } >\\J \ \ \ \\f Finished MAIN LINE '�;.,/ : �`�..�`��•,�`�!`\J /\f\,ti\ ��\. Thrust Block , A Recreation and Parks Director. \\\� Roadway Roodwoy Edge of Pavement (Typical}< �J\J��'\/mil ::X \/ Grade (SHOWN IN MULTI LINE TRENCH) _F Wine \/ �/' f/��; Gutter d'ufter „ Finished Grade 1.0 1.0 Finished Grode l , f _1. • • e -*--Curb Batter 4 \\ 1.5 Min 12 (1) Above Concrete Slob 1.5 Min. Top of Curb ;; Top of Curb \\ Z r,'�\'f�\y,ti\�� '\/l\/J\J/\ / / J/\ �J/ �Jti ;'\Z . • ti . Face of Curb a Q . 0 ,r v war \/\ \\j \ \ '// u, ¢. • -Sidewalk . Sidewalk ;/\j\/ •= = .. \/\ \j\j\j\ Q a' oC Back of Curb\\i�\ , .f\��\r�`� LU y\ \ Bockf7/ x//`.,� ' .. �`�,, //., /� �/,, f., i.. /., l..Ji. �/. �,, !.. �.. /.,/ice I.. .� .� �// J\ \/ % w f f j �Q ♦ ` \\ \\i\\\i\\\r�\\i�\\it\ 4J /` \ \ Lu \ ' ZV / / /\ Place irrigation control For large �f J\\ "' Street Right -of -Way only .\/,\�\/ /�J �/ /�. / //� '� "� / ,r\\ 1.5 behind Right -of -Way. � • j/\\ 4 Thick Concrete Slab Female Adapter Z y/\ �� \\� wires near the mainline turf heods i \\ `/\ % CondurtfPipe 22 1/2 ELL E CROSS F PLUG ! 4 �J ., ., . / /� \ / / / J a a % % / /� /J\ ,\f bundled and toped of ## �/ 6» �\ ,r/ , ,\/ ,r ,, ' \\ \\ Concrete Thrust Block per U.P.C. \ \\ \\ a / / 10 intervals. For small // / / \\/ t.:/ SLEEVE PLAN 14EW > . . \JJ J/\�/�\ \ \ \� \� \� \� \� & Cit Standard Detail L-4 Note 8 Place Moxicom wires %/\ \\1 Locate wires at the turf heads /� J, �r'f\ J�� r}//�JJ�J/\J, /\� f`%/\��\� j\~/�'��/�/`'/\�j y d / /\ \\ / / W near the main line \ \ ♦ \ \ r °, i a of the 9 o'clock �J/ .� o clock position. &bubblers ;/J, //\\ ��`ti\ice\i~\\\�'� { \'\/J�'\/\i \r \i \f \ 'lJ��% \r/��j�/`� `/, ;• " f\Piping & Fitfin s / ' Galvanized \, \ / / / % / i / . _ : From Water Meterg Y/`� �/, % `�' \� ��\C� \\` f ; ' .. a:.:` : \/, (Typical throughout} PVC Pipe Ta valves Z position. X\� �// 'rPer Plans & Specifications W �// //� ELECTRICAL CONDUIT Chisel W" on Face of Curb \' DOUBLE CHECK OR REDUCED PRESSURE ZONE ASSEMBLY \Nf /J\ J% • `�`-• ,�\\,�\\,�\\,�\. ,.:..� A BACKFL0W PREVENTER Greater fhon 2. ©" Die. %JJ / //\ '�\// // // //� NOTES.• Face of Curb--:- • .:. ... :a .�.:..::. \/r\ J/�\ • : ~ • J�/ \�\r�`i`\it\i�\/ - a d -\ • . d,. ` \\ d y ••' •• \ \ \ \ �/` . �` / �•�• .�. ..� �• .r.� rr .war .ter r.+r rr.. .rr -•� Flow line --Ion- a . a ` 4 .\� \' ' • `` \ ., \ Reduced Pressure Zone Assembly W 1. When crossing under roadways or any other hard surface, ' ; ' ' -. a a- • •- . : ti NO \/\ \ \ / \' I Z NO TES: # • all electrical wiring and water lines shell be installed with 25 of Gutter-�-, , • • • .:� rf/•,/� 1. When crossing under roodwoys or any other hard surface, ol! 1Q All krrlgotion mainlines 2.0 in diameter and cover, in a schedule 40 PVC sleeve Sleeve shall be two times 1. All mainlines installed shall be pressure tested \� electrical wiring and water lines shall be installed in a schedule less shall be Schedule 40 PVC Irrigation mainlines greater the diameter of the condui#/pipe, all electrical conduit shad have �°*� �•��\\��\ j�`� fey` \\r�ti�\\��` as per pipe, Fiffing and solvent (where solvent is� 40 PVC sleeve with o minimum of 25 of cover per City than 2.4 m diameter shall be doss 200 ring -file 1 112 min. dia. for 110 volts on 2 min. dia. for low voltage. \` used) manufacturers specifications Manufacturers N Standard L-J or as directed by the City Engineer. Sleeve shall PVC Schedule 40 or opproved equal by the Recreation /f' jr as N " \ \� testing specifications shall be incorporated info Q o be two times the diameter of the conduilfpipe. All electrical and Parks Director. Irrigation mainlines 4 or greater shall 2. Sleeve shall extend 7.0' beyond horoscope on al! sides and the r%� the Project Plans and Specificatfons �- -. --- -- --- -- -- -- -- -- -- --- -1 M N o a conduit shall be I' minimum diameter for 110 volts and 2" include ductile iron fitfin s Stems with booster pumps may j\\ \� 45 TEE Female Adapter with r�) (vO � cat 9 Systems P P Y location shot! be marked on the curb face and or horoscope by J/ � Bockfrlf � rn o, \ minimum diameter for !ow voltage. There shall be no change in require air a tank system per City Water Resources Deportment " " �; \\ 45 TEE t5 Min. 12" 1' Above Concrete Slob PVC Pipe To Valves o rn 9 9 P ys P Y eP chiseling the letters fR . r\ \/ 2. Al! trenching depths shall be per Cify l-� (} t� .- fitted direction under roodwoys or any hard surface. / �, \ \ \ \ ELEVA TION p S tems with booster um s also r ire a int restraints '� r `r \r \r \� \r \r Per Plans & Specifications Q � \ Ys pumps PIP la /,� ti\Standard aefoil L-2 and L-.3 i�,,r; `�J O Z OD •- 2. Mere the Roinbird Moxicom or 10 irrigation system is with class 2i70 an mainline gasket pipe 3. Improvements within the dedicated street right-of-way may . \ /.\ .ter �r \`� •. p..• ._ d. ;, '.: v r �� .d.d a - U Q* d- g require a Street Permit. Check with the City Public Works 3. Portland cement concrete used for thrust 0 Z specified, the Moxicom cable must not ctAme into contact 11, All irrigation installation shall be in accordance with q Y �/ �\ Z U_ m Deportment Subdivision Section for requirements, /\ \ '' '' • ' • : • • with the power supply or valve wiring.. Locate the Maxicom City standards, the latest opproved edition of the Colifornia eP �/ �� blocks shall be Class B os per applicable ,.:: \ter\ o cable near the main line at the 9 oclock position. Plumbing Code, Manufacturer's Recommendetions, Section 4 Where �J: �/ provisions of Section 90 of the Standard \\ter Dielectric w U open cuts ore required to instal! various irrigation tines �, Sleeve Specifications of the California Department \\, Unions w 00 20 of the Standard Specifications, and as directed b the Conduit Pie \r,, From Water Meter = .. J. /f more than one line is installed per french, provide SP Y andfar wires, all street patching within the Cityeight-of-way �/� / P of Transportation, approved current edition. 4 , : .� 0.5' horizontal and vertical separation. Recreation and Parks Director shall be in accordance with current City Standards and as directed \ % y.: • W by the City Engineer �'ti\ \�� 4. All mainlines (pressure fines larger than \Jj .: p E � �. 4• AI! PVC solvent (glue) shall be 711 Weld -On or opproved 12 All materlol used shall be new and free from imperfections r w (P ) g \ \/ \ .. ... (9 ) PP 2.0" in diameter shall be secured with concrete \/i\ \t/ ' /\ © 0 g equal. Primer is required on mainline only. f /j ' j�/j N 13 See approved landscape and irrigation plans and legends 5. Any and off changes shall be approved by the Recreation and \\ `\\r�� \\ 8 REDUCED PRESSURE ZONE ASSEMBL Y BACKFL 0W PREUEN TER (2 and L eSSj ,,� m o thrust blocks in accordance with manufacturers /\ \/\ for s eeific model number, size, quantity, manufacturer, Parks Director prior to implementation. 6" Maximum ��\ // Y W 5. Landscape and irrigation improvements within the P q Y recommendation or as directed by the \r\ dedicated street rr hf-of-wo may require on open and performance requirements i� NOTES m 'g y y q p Recreation and Parks Director \\ 7. A stainless steel enclosure and a thermal freeze blanket shall 6. Alf electrical installation gall be in accordance with City /f� 1• Except as noted, all piping and Fittings shall be galvanized. street permit. Check with City Engineering Deportment , be installed per City Standard Detail L--18. 14. All mainlines installed shall be pressure tested as per pipe, Rting Standards, manufacturers recommendation, section 20 of 5. Thrust blocks shall be used at changes of r Ll REDUCER 2. Use PTFE (Teflon) thread seal tape on all threaded joints or 8, Atl irrigation instollotion shall be in accordance with Cif for requirements SLEEVE PROFILE Vi,W 9 /` 45' ELL 9 Y and solvent (where solvent is used) manufacturers specifications the Standard Specifications, and as directed by the Recreation approved equol. S. Where open street cuts are required to insftrll various Manufacturer's testing specifications shall be incorporated into the and Parks Director. direction (bends, fees), changes of velocity Standards, the latest accepted edition of the California Plumbing reducers, valves), and a dead ends �, �, �, J. All materials shall be new and free from imperfections irrigation lines and/or wires, all street patching within project plans and specifications ( 1 PiP //\�J\�/\i, Jam`/\�'/ \/r\�Y/ , 4. See opproved landscape and irrigation plans and legends Cade, manufacturers recommendations, Section 20 of the \1 \r \r \� \ , \/\/`�/\/ : , d • \/;./\/\ Standard Specifications, and as directed by the Recreation and the Cif r! ht-ot-wa shall conform to Slondord Detail 7 AN maleriaf used shall be new and free from imperfections \i \ \ \ \ ' '. �'\ \ \ \ \ \ \ for specific model numbers, size, quantity, manufacturers, and y g y 6. lien thrust blocks are used the size and .•• . � � t • .:.. • , : Y 15. This Project is Subject to the Requirements of the California •• •• '- \\ performance requirements. Parks Director. ST-11 and as directed by the City Engineer: type of the blocking must be based on the /9 An and o!1 changes shall be opproved b the Recreation and Department of Water Resources Model Water Efficient Landscope Ordinance 8. All electrical installations within parks or porkweys shall be • ° �, 5. All transitions from alvanizedpipe to PVCpipe shall Y g PP Y 7. When there is a change in fitted direction size or MWELO an an other A livable State and Local Re lotion. Contractor inspected b Public Works Electrico! ervisa: maximum thrust force expected and the lood- \\\� g Parks Director before implementation. � b� g ' ( ) d Y pp Y suP bearing capacity of the soil. /, be constructed with o Schedule 40 female adapter. �I water velocity all irrigotion main lines (pressure lines) is Responsible for Compliance with these Requirements g P Y \\\, 6. A 4.0" thick concrete stab is required for all water protection 1n This Proect is Sub�cf to the Requirements of the " • _ •! California Department of Water Resources Model Water Efficient larger than 2.0 in diameter shall be secured with 9. No non-r<rigofion conduit or piping shall be allowed within .•, , ep 9 7 All anchor rods shall be reinforced sleet and iC%[`% ; • : devices Minimum clearance shall be L5 on all sides of the 16 Any and all changes shall be opproved by the Recreation electrical or contra/ line trenching. " /�//,�/,; /f�//�1/ J / J / / / J . landsco a Ordinance MW£LO and an other Applicable State w recommend crete h'onst blocks Gl Sto Standard Detail if f4 or as and Perks Director prior to implementation. a minimum of 0.5 in diameter \\�/ '��'''`��� �\j��/�\//�`/`�"� device. (See Detail C and local Regulation. (Contractor is any epfor ` 0 6 N Y 10. Ahere Rainbird Moxicom or 10 system is specified, the Water protection unit Compliance with these Requirements `:� 0 directed by the Recreation and Forks Director, 8. Event cool iron fittin s exposed to concrete with /, N Satellite Communication Cable, Flow Sensor Coble, and Master Y 9 P /. a Q- FILENAME: L-2REV FILENAME: L-3REV 3M Scotch R 51 Black PVC Toe with J 4" oveda * FILENAME: L-4REV n ° v FILENAME: L-5REV 8. AI! irrigation lateral Imes shall be class Z00 PVC. Valve tyre shall be placed inside o 1 Schedule 40 conduit for ap � P / P• •-• • � • - .'J.5 , .- � - •,� 1S/0, DATE REV " DATE REV DATE REV o DATE REV sfreetsco e n 1 1 1 1 : If o lateral line is located under v hard surface, s 2G) p s and /2 Schedule 40 conduit for parks s/zo s/2o ,5 Min• .. s 2a �' 9 All concrete thrust blacks shall be in accordance Schedule 40 PVC is required. All irrigation lines STANDARD DRAM 8W Qa Master Valve Wire shall be rated for direct burial and shall be STANDARD ��/ewlac with the latest approved edition of the California STANDARD ° �AH/Bw/Oc a 15t Min. STANDARD DRAWN ew oc located under a hard surface shall be installed in? o DETAILS FOR CHEacED blue in color DETAILS FOR CHECKED PlumbingCode. CHECKED ¢ a ,, 1.5 M;n 4 DETAILS FOR CHECKED o schedule 40 PVC sleeve per Standard Defeff L-3. PIPING TRENCHING, SCA F. Gonzalez ELECTRICAL CONDUIT, TRENCHING F Gonzalez F Gonzalez a F. Gonzalez • 1L This Project is StOct to the Requirements of the ' SCALE 10 This Pro ct is Sub' t to the Requirements of the DETAILS FOR SC&E d a POTABLE WATER SCALE N.T.S. N.T.S. N.T.S.Required on all Assemblies Slab should extend N.T.S. . 9. No non -irrigation conduit or piping shall be AND BACKFILL Califomia Deportment of Water Resources Model Water Efficient SLEEMNG AND BACKFILL California D artment of Water Resources Model Woter Efficient THRUST BLOCKSq PROTECTION allowed within the irrr ationpipingor control line trench. APPROVED STANDARD DETAIL Landscape Ordinance MWELO and an other Applicable Stole APPROVED TANDARD DETAIL eP APPROVED STANDARD DETAIL 4" beyond enclosure in all directions APPROVED STANDARD DETAIL 9 P ( } Y Pp Landscape Ordinance (URELO) and any other Applicable State COF $AKERSP�ELD and Local Regulation. Contractor is Responsible for CITY OF BAKERSFIELD and Local Regulation. Contractor is Responsible for C" OF B LD ITY CITY OF BAKERSFIELD CALIFORNIA L -- 2 Compliance with these Requirements CAUFORNIA L -- 3 Compliance with these Requirements CALFORNIA L r 4 CONCRETE SLAB PLAN CALIFORNiA L -- 5 CD CIfY ENGINEER PUBLIC WORKS DEPARTMENT CI ENGINEER PUBLIC WORKS DEPARTMENT CI ENGINEER PUBLIC WORKS DEPARTMENT CITITE4GINEER PUBLIC WORKS DEPARTMENT *12" for Spray Heads NO TES: for all wire 2.5 expansion loop Main Line Cellular Antenna Rain Bird Roin Sensor 2. 0'* 3" for Bubblers (See Top of valve box (See s Finished Crade note ) on this sheet} with WT-RGVRSS 1. Use Teflon (PTFE) tope on all treoded joints \\iT / / ,r Schedule 80 PVC fop Mount Stainless __, Stainless Steel Guard Note b) Teflon tope is not required on Mortex fittings. \\ /i� /'�' Steel Controller Enclosure Resilient Bat! Valve & and Hardware &' " //j // // /\/ \/,/\Jj\Jj\J/\; 2. A# risers and nipples shall be Sch. 80 PVC. All fittings Extra (spare) / ` Control Union Assembly \ \\ ,� -\\ \ �\ �\ ,�`� -�\ % Finished Grade (See Note 1) \ shall be Sch. 40 PVC. �N � Wire Automatic ,' Wire (line size schedule 80) ti�/\\J��\Jf�\ � ��\/ \\/� 3. Ali laterols shall be Class 200 PVC or as required on plans > �j/��t ��10" Round Volve Box with Cover. Heat Brand "OCV" on Cover. Automatic Controller Per a > / Z ...._...._.�...._..._._. i Common specifications and es \\ \f " 4 Men irrigation heads ore installed within embankments, a ,!��;':` j Finished .: �/ 6 Flex Nipple (TIT) g Quick -Coupling lin Volve w Locking Cover, \\ / Wire directed by Recreation Grade \ \\` drain valve or check valve is required to prevent erosion. Check P 9 % 9 Female � r� Remote Control Valve Adapter �\ /,� Valve 10 Tog and Parks Director -► / ° g Controller Sub -Assembly •'\\�• \\/\\� �.� ��� Ell (ST) or valves and/or drain valves shalt be installed of Joca€ions shown /10 A{�(; Solid Bare Copper U g Automatic \// // / / / /\\, Tee SST in opproved plans per manufacturers recommendation, as Stainless Steel Gear Clamps © (CSA} Includes GFJ & �, \• ( ) Controller Lateral Line / necessitated b site conditions, and as directed b the Recreation \ " Schedule 80 PVC Grounding Wire Attached to i terminal strips with \ \, Y Y See detail lacards/��\/�./rmo�`% and Parks Director. All turf rotors shall include a stainless steel Schedule 80 / \� PLAN VIEW Ground lug (bloke wire as sliorf p PVC SCH 80 Nipple "B" on ;I *Typical shrub head shall be 12" pop-up for spray nozzles and 4" riser. (Length as Required) Nipple (r/r) �/ this sheet (Plan view is for €)picaf and straight as possible} op -up for bubbler. Use of flex risers shall be as directed and 5. All heads and risers shall be laced 2' 24" from concrete ( g q ) valve assembly - Poured I' r 60" Min pop-up by Recreation and Parks Director. and asphalt areas All large radius irrigation heads (part circle) " Main ✓/ \\ Main Lateral Line configurations moy very} ou ed c Base , 0 3 layer of J/4-Inch Washed Gravel Line Line Finished Grade -++� r+_ shall be 2' (24"} tram concrete and asphalt areas Brick Top of valve box 2.5' expansion loop �_ ° ' ,� ` ^ ° ; ► - : a . B`U 'Bl Z�R/SHRUB SPRAY HEAD Height of pop-up heads shall be as follows• Brick (1 of 2) (1 of 4) (See note IJ on for all wires Finished i .. ^ V' 6" for turf areas 12" for shrub spray areas this sheet) Grade Com act Sub Base fa ` � I # li �`~� �c` `� , 4" for bubblers l2" for roundcover areas p g t ► u� « �u Rain Bird iSJ Triple Swing faint P -• -••I i I 1 1 I I i--- I I k, l l 1----I I! g 907 relative compection --:%' `. =- •�-- uect burial control Sl©E VIEW '\//\Jl\//\//\//\/J 1� \//\� 6. Mere port circle irrigation heads are odjtrcent to a building wall to a depth of 6 . wires to control valve($}, s PVC SCH 40 TEE OR ELL \, / /- locale heads l.O minimum from face of building wall to bock of '\ master valve and flow \ � A REMO TE ON TR(X VAL YE !� Extra .�/, i\ \ Finished head, Field adpst to prevent oversproy on wall. i control /` Control 120-volt service in sensor. Sch. 80 PVC Y'\\ '�� Grade NO TES' Wye 1"SCH 80 conduit. Nipple (TIT) Jj` 7. Ali trees shall include a deep root wafering system {Roinbird Schedule 80 j wire /� /\ RWS series or approved equal). Two (2) per free. PVC Mainline Pipe 1. All irrigation control valves shall include a Schedule 80 Nipple (TIT) � � PVC long sweep Ell \ \J/ti •` union downstream of each valve and a Schedule 80 Common PVC Sleeve for Groundrn Wire size to required Triple Swin Joint 8. Triple swing joint assembly shall be Rainbird SA Series for " " and Female 9 eq9 \ \/�POP-UPS and TSJ series for rotors or approved equal Resilient Bail Valve upstream of each valve. See Detail B Wire See Standard Detail L-20 far FRONT VIEW /\ PP q Adopter /\ * ,� J/,� 9. Any and all changes from this standard detol7 sheet sho/l 2 4 Rebar with Stainless Steel Gear on this sheet for position of union and ball valve \ \ Grounding Detail NDTE.• \ t' l � g MODEL S8-22SS .y �l\/ J\ b approved b the Recreation and Parks Director. \� i Lateral STRONG BOX 8Y VIT PRODUCTS MOUNT ON ANY SURFACE WHERE IT N911 8E � \\J\\/\\// J /\`�J\\/�\, y pp Y Clamps or Equlvalenf Support System. 2. Al! nipples shall be Schedule 80 PVC. All siftings shall \ \ \ \ \// 10. See approved landscape and irrigation plans, legends and be Schedule 40 PVC except where ductile iron fittings are Main ��` `a\Line OR APPROVED EQUAL EXPOSED TO UNOBSTRUCA50 RAINFALL, BUT Lateral Line \\< P 9 NOT IN PATH OF SPRINKLER SPRAY. /\ / specifications for specific model number(s), size, quantity, required, use Teflon tope on all threaded joints Line 4 .` ` /.�1.�/.�/�1manufacturer, and performance requirements Install Top of Head 0.25" above FG for rotors in turf areas Install 11. this Project is Subject to the Requirements of the J. All irrigation control valves shall be placed in o plastic Brick Top of Head 1" above F.G. for planter areas Where mulch is used, California Department of Woter Resources Model Water Efficient irrigation control box with a valve identification tag and (1 of 4) IRRIGA T/ON CONTROLLER ENCLOSURE install To of Head D.5" above to of mulch. lockable lid marked "IRRIGA flON" by the manufacturer. P P Landscape Ordinance ( Contra and any other Applicable State NO TES. and Local Regulation. Contractor is Res onsible for The top of the valve box shall be set at finished grade in g P BARGE RADIUS HEAD Compliance with these Requirements. turf areas and J" above finish grade in planter areas to (BolRequirements. 1. Volvo Box shall be 112" above finished grade in turf area where sod will be installed and accommodate mulch. All plastic valve boxes and lids shall REMQ TE CO I TROL VALVE NOTES- flush ,where seeded. Box shall be 112" above Bork mulch in planter areas be Applied Engineering type or approved equal lids shelf Finished Grade 2 ti 10 All irrigation installations shall be in accordance with City Standards � 1.P Use Schedule 80 PVC conduit with on enclosed pedestal 5. All materials shall be new and free from defects ;•�- --�-�•-.�f------ finished Grode/ Top of mulch Furnish tfings and piping nominally sized identical to nominal quick coupling valve inlet size. be heat branded to identify the valve number, the latest approved edition of the California PlumbingCode, manufacturers 4. Volves located in horoscope shall be placed in a reinforced recommendations, Section 20 of the Standard Specifications, and as 2. Construct 6" (0.5) thick, Class 18" concrete slob as required to 6. See approved landscape/irrigation plans and legends for specific " \ \ I Al! material used shall be new and free from imperfections 4 Locking grate (included) concrete box with lid approprirife for the surface conditions directed by the Recreation and Parks Director, receive the pedestal mounted irrigation control dock. Compact sub model number, size, quantities, manufocturers end performance All concrete box lids shall be labeled "IRRIGA 110N" by the new an 11valve and flow sensor as opproved by the Recreation and Forks Director_ _ Al! base to 90Z relative compaction to a depth of 6" (0.5) Extend requirements Rain Bird 1401025 gpm Bubbler (included) �j �� 4. Any and oll changes shell be opproved by the Recreation and Parks Director prior to }•\ ••\ ` manufacturer Concrete boxes shall be Christy Box Type or d/or upgraded irrigation systems shall include o mos€er concrete 6" beyond outside dimensions of enclosure with 112� slope Sch. 80 PVC / irrr p I ementafion / \ opproved equal. for drainage. 7. Any and all changes from this standard shag be approved by the Nipple (TIT) 12 Ag materials used shall be new and free from defects Recreation and Parks Director prior to any type of construction. \\ /��� 5 This Project is Subject to the Requirements of the California Deportment of Woter 5 lnsfollo€ion of extra (spare) irrigation cantle! wire from 3All irrigation controller enclosures shall be top mount, of a vandal 12" swingassemb! (included) \ /J/� Resources Model Water Efficient Landscape Ordinance (MWELO) and any other Applicable State irrigation can€rot clock to remote control valve is required 1J. See opproved landscope/rrigotlon plans and legends for specific and weather resistant nature and manufactured entirely of 3Q4 grade 8 Rain Bird has strenuous grounding requirements for Maxicom Y Triple Swing Joint �jJ /// and Local Regulation. Contractor is Responsible for Compliance with these Requirements for each valve. Extra (spore) wire shall be red. Volve model numbers, size, quantity, manufacturers and performance requirements stainless steel. Enclosure shall be Strong Box SB-22SS as Systems Contractor shall be responsible for solisfying oll of Rain 1/2" male npf inlet (included) f /JJ ,rJ\ (control) wire shall be block. Common wire shall be while manufactured by WT Products or opproved equal. Birds field tests and installation requirements See City Standard L-20 r\\\ �\�J\�./ /\\ j \/� '�,\\ 6. Alf iriigation installation shop be in accordance with City Standards, the latest accepted lnstallafloi of extra {spore) common wire (while) is required 14Y and all changes shod be approved by the Recreation and Current Rain Bird Requirements for Controller Grounding. PVC SCH 40 Tee or Ell // / r\! edition of the Calfomia Plumbing Cade, manufacturers recommendations Section 20 of the and shall be installed with a 25' service loop at each valve box. and Parks Director prior to implementation. 4. All irrigation insfollotion shall be in accordance with City Standards Lateral Llne `y / / Standard Specifications, and as directed by the Recreation and Parks Director: 15 This Project is Subject to the Requirements of the California Department the folest edition of the Cofifomia Plumbing Code, and manufacturers 9. this Prokct is Subject to the Requirements of the 6. All irrigation control wires (control and common) shall latest recommendation, Section 20 of the Standards Specificotions, and Colitornio Deportment of Woler Resources Model Woter Efficient POP UP SPRAY HEAD of Water Resources Model Water Efficient lanoscope Ordinance (MWELO) Lateral Line be 14 gauge U.L. single strand copper wire, taped and as directed by the Recreation and Parks Director. Landscope Ordinance (MWELO) and any other Applicable State bundled at 10' intervals and placed near the irrigotion and any other Applicable State and loco/ Regulation. Contractor is and Local Regulation. Contractor is Responsible for (Bottom Moun f) mainline at the J o'clock position. Contractor shall upsLee Responsible for Compliance with these Requirements Compliance with these Requirements " „ wire gauge as necessary for long wire runs 4 wide x J6 long rigid basket For small turf areas, shrub spray areas, and pop-up bubbler use: FILENAME: L-6REV FILENAME: weave canister (included) L-7REV FILENAME: L-BREV FILENAME: L-15 Quick Caupiirrg Value 7. A# wire connections shall be waterproof and approved DATE REV DATE REV DATE REV DATE REV by the Recreation and Parks Director. Splices will not s 20 9/20 (RWS-sack) May be required s 20 s/memo Zo-ANDARQ DRAM STANDARD DRAWN dSTANDARD ° STANDARD DRAWN allowed unless approved by the Recreation and BW c BwfDc for DRAWN OC Parks Director. The approved splices will require the CHECKED DETAILS FOR TOP MOUNT CHECKED CHECKED QUiCK COUPLING VALVE CHECKED " DETAILS FOR REMOTE F. Gonzalez F Gonzalez J6" tube, DETAILS FOR VARIOUS F. Gonzalez FG DD use of a valve box. Labeled splice on the lid. CONTROL VALVES SCALE STAINLESS STEEL =11 Rain Bird RWS-B-C-1401 (includes retainer, " scaLf $CALF N.T.S. CONTROLLER ENCLOSURE N.T.S. 0.25 gpm bubbler & integrated check valve, 4 grate IRRIGATION HEADS N.T.S. N.T.S. 8. Maintain 2.0' separation between remote APPROVED STANDARD DETAIL APPROVED STANDARD DETAIL versatile swing assembly with 112" m apt inlet) APPROVED STANDARD DETAIL APPROVED STANDARD DETAIL control valves (centerline to centerline) when more than CITY OF $AK LD CITY OF BAKIE�R81=iEli� L_ •� L,,,,,, 1 5 ane valve is installed in the same location CITY OF BAKERSMLD CITY OF $AKERSFELD •- CALiF3FIlA L�- C D RDOT f�VA TERIN�SYST`M CALIFORNIA L- CALIFORNIA 9. Where passible, locate valves in the planter areas. CITY ENGINE USLIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT CIT ENGINEER PUBLIC WORKS DEPARTMENT CIfY ENGINEER PUBLIC WORKS DEPARTMENT Know what'sbelow. Cal' before you dig. 2" MINIMUM, 4" MAXIMUM BELOW TOP OF BOX. 1OX15 RECTANGULAR \4\U/E BOX. ---- REMOTE CONTROL VALVE, ONE PER BOX' PLASTIC I.D. TAG AT EACH VALVE. WATER PROOF WIRE CONNECTORS ON/3O" LOOPED WIRES. r� OUTLET PIPE SAME SIZE AS VALVE, 24" k4|N' TO FIRST FITTING. o 45 DOWN AS Uj REQ. TO M LATERAL PIPE- \--INCREASE LATERAL LINE AS PER IRRIGATION PLAN. CONCRETE BRICK SUPPORT, TWO ON EACH SIDE. R" THICK LAYER OF PEA SCHEDULE 80 RISER. MAN LINE. ------ 1:44salm volx=o��� = 1 V/A 007A . WAI� -- � MR. RAQ MAD FINISH OF MULCH QUICK -COUPLING VALVE: RAIN BIRD MODEL 44LRC VALVE BOX WITH COVER: RAIN BIRD VB-6RND 3—INCH MINIMUMOF 3/4—INCH WASHED GRAVEL ry NI PPLE ~~ (LENGTH AS REQUIRED) BRICK y1 OF 2) PVC SCM 40 STREET ELL PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE PVC SCH 40 ELL hY 2" WITH AAINLESS STEEL GEAR ' CLAMPS OR EQUIVALENT SUPPORT SYSTEM NOTE: FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. III Is] 2 Eq I E6111 U I " o [CaTz , a Grate cap.--\ ` Notes:| � � � |� ) 1'Install per manufacturers specifications and 2- Contractor shall settle soil around the root watering system with water so air pockets are eliminated. ROOT WATERING SYSTEM URBAN TREE FouwomMwmum4 OPEN SOURCE FREE roUSE PLANT ROOTBALL, SEE PLANTING DETAIL. SET HEAD 2" ABOVE GRADE AND INSIDE WATER WELL. WATER WELL, SEE PLANTING FINISHED GRADE. 4" POPUP AS SPECIFIED. 1/2" MARLEX STREET ELL. BARB ELL X MIPT, / \ LATERAL LINES. 1/2" POLYETHYLENE FLEXIBLE TUBING. — LENGTH AS REQUIRED. 1/2" MARLEX STREET ELL. POPUP BUBBLER AT PLANT PIT PVC TEE (SxSxT OR ELL. 10"X15" RECTANGULAR BOX WITH 0' EXTENSION. ISOLATION BALL VALVE AS SPECIFIED, SAME SIZE AS MAIN LINE. SCHEDULE 80 THREADED NIPPLE AS REQUIRED. | PVC MAIN LINE. TWO 6X2X16 CONCRETE BLOCK CAPS, / ONE ON EACH SIDE OF BOX. ^—^ 1/2' WIRE CLOTTH GOPHER SCREEN' WRAP UP SIDES. SET BOX FLUSH TO GRADE. Know what's below. Cal I before you dig. ff- 1.BIDDING- IT SHALL BE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT. 2. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH, INSTALL AND COMPLETE ALL LANDSCAPING PER THE DRAWINGS AND SPECIFIED WITHIN. 3. PLAN VERIFICATION: THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SHALL NOTIFY McINTOSH & ASSOCIATES AND THE OWNER IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. 4. LICENSE: THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STATE LICENSED LANDSCAPE CONTRACTOR. 5. ORDINANCES AND REGULATIONS: ALL LANDSCAPE PLANTING WITHIN THESE DRAWINGS AND SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL & STATE). 6. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. 7. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. McINTOSH & ASSOCIATES AND THE OWNER SHALL BE NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE LANDSCAPE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 8. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET -BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 9. METHODS OF CONSTRUCTION: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. McINTOSH & ASSOCIATES IS NOT RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. 10. SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. 11. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. 12. INSURANCE: THE CONTRACTOR SHALL OBTAIN (AND KEEP IN FORCE DURING THE PERIOD OF THE CONTRACT) PUBLIC LIABILITY, WORKMAN'S COMPENSATION AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY ALL APPLICABLE CODES AND REGULATIONS. 13. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, EXISTING PLANTING, CONSTRUCTION, PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. 14. COORDINATION: CONTRACTOR SHALL COORDINATE ALL LANDSCAPE CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK. 15. PLANTING PLANS: THE PLANTING PLANS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN, EXISTING IRRIGATION, EXISTING PLANTING, ARCHITECTURAL FEATURES AND UTILITIES. 16. DIMENSIONS: ALL SCALE DIMENSIONS ARE APPROXIMATE WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 17. PLANTING NOTES: SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. 18. MATERIALS: ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION OR THE BEST GRADE OF THEIR RESPECTIVE KINDS THERE INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 19. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND McINTOSH & ASSOCIATES. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR McINTOSH & ASSOCIATES MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. 20. NOTICE OF COMPLETION: THE COMPLETION OF THE CONTRACT SHALL BE ACCEPTED, AND NOTICE OF COMPLETION RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 21. SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES. 22. MAINTENANCE INSTRUCTIONS: AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL INSTRUCT THE OWNER ON HOW TO PROPERLY MAINTAIN AND CARE FOR LANDSCAPE PLANTINGS. 23. GUARANTEE: THE ENTIRE LANDSCAPE INCLUDING ALL WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, AND SHALL BE IN PERFECT WORKING ORDER FOR 365 DAYS FROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER. TREES SHALL BE GUARANTEED FOR ONE (1) YEAR. ALL MATERIALS USED SHALL CARRY A MANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR. ANY SETTLING OF TREE/SHRUB WELLS WHICH MAY OCCUR DURING THE 90 DAY PERIOD PRIOR TO FINAL ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER, INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND. 1. REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE McINTOSH & ASSOCIATES TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE McINTOSH & ASSOCIATES TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MIS -INTERPRETATION OF THE INTENT OF THE DESIGN. ANY UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS CAN BECOME COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THAT McINTOSH & ASSOCIATES IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND McINTOSH & ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. 2. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER JOB SUPERINTENDENT . THE CONTRACTOR SHALL NOTIFY THE OWNER JOB SUPERINTENDENT AND McINTOSH & ASSOCATES NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM MclNTOSH & ASSOCIATES AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT (48) HOURS IN ADVANCE. 3. CLOSING OF UNINSPECTED WORK: THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE CONSULTING ENGINEER OR AUTHORIZED REPRESENTATIVE AND /OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE AFTER IT HAS BEEN INSPECTED, TESTED AND APPROVED, THE CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE OWNER'S SATISFACTION. 1. JOB SITE MEETINGS AND REQUIRED INSPECTIONS? • PRE -JOB MEETING ONSITE - PRIOR TO COMMENCEMENT OF • WORK ® DURING SOIL PREPARATION • AT COMPLETION OF SOIL PREPARATION ® COMPLETION OF WEED CONTROL 0 PRIOR TO MOW CURB INSTALLATION • PLANT MATERIAL INSPECTION • GRADING CHECK PRIOR TO GROUND COVER • PROGRESS/INSTALLATION INSPECTION • COMPLETION OF PLANTING • 30, 60, & 90-DAY MAINTENANCE INSPECTIONS • 1 YEAR MAINTENANCE TURNOVER INSPECTION 1. GENERAL: THE FOLLOWING LIST COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE USED AND IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. 2. SCOPE OF WORK: WORK SHALL CONSIST OF FURNISHING ALL MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETELY INSTALL ALL LANDSCAPE WORK AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED. 3. PLANT MATERIALS: ALL PLANTS SHALL BE HEALTHY, WELL ESTABLISHED NURSERY STOCK, FREE FROM INSECTS AND THEIR EGGS AND DISEASES. PLANTS SHALL BE FURNISHED IN THE QUANTITIES REQUIRED TO COMPLETE THE WORK AS INDICATED ON THE DRAWINGS AND SHALL BE OF THE SPECIES AND SIZES INDICATED ON THE PLANT LEGEND. ALL PLANTS SHALL BE INSPECTED AND APPROVED PRIOR TO PLANTING. 4. REJECTION OF PLANT MATERIAL: THE OWNER OR McINTOSH & ASSOCIATES MAY REJECT ANY PLANT MATERIAL REGARDED AS UNSUITABLE AT ANY TIME AT NO ADDITIONAL COST TOT THE OWNER. 5. HANDLING STORAGE: ALL PLANTS SHALL BE HANDLED AND STORED SO THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, SUN, WIND BURN, VANDALISM OR ANY OTHER INJURY. 6. TREE TAGGING: ALL SPECIMEN TREES CALLED OUT ON PLAN TO BE TAGGED SHALL BE SELECTED BY McINTOSH & ASSOCIATES. 7. TREE STAKES AND GUYS: TREE STAKES SHALL BE LODGE POLE PINE OR CONSTRUCTION HEART REDWOOD. FURNISH AND INSTALL AS INDICATED ON DETAILS. 8. TREE TIES: SHALL BE FLEXIBLE NON -DETERIORATING SELF -FASTENING BLACK VINYL TREE TIES OF THE SIZES REQUIRED TO PROPERLY SUPPORT TREES, 'CINCH TIES' OR EQUAL. 9. COMMERCIAL FERTILIZER: SHALL BEAR THE MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS AND SHALL BE CONTROLLED RELEASE TYPE FERTILIZER WITH THE FOLLOWING MINIMUM REQUIREMENTS: 16% NITROGEN - 7% PHOSPHORIC ACID - 12% POTASH (+IRON). 10. SOIL SULFUR: STANDARD COMMERCIAL BRAND, GUARANTEED ANALYSIS OF 99 SULFUR (EXPRESSED AS ELEMENTAL) SUPPLIED IN UNOPENED BAGS WITH ANALYSIS ATTACHED. 11. CERTIFICATES: CERTIFICATES FOR EACH DELIVERY OF BULK MATERIAL SHALL BE FURNISHED TO McINTOSH & ASSOCIATES BY THE CONTRACTOR. CERTIFICATES SHALL STATE THE SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE AND ADDRESS OF THE LOCATIONS IT WAS DELIVERED. 1. SITE PREPARATION: THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS, DEBRIS, AND OTHER EXTRA MATERIAL FROM THE JOB SITE PRIOR TO PROCEEDING WITH ANY WORK. 2. SOIL PREPARATION: ALL SOIL PREPARATION SHALL BE INSTALLED PER THE SOIL REPORT TO BE PROVIDED AND PAID FOR BY THE CONTRACTOR. SOILS REPORT SHALL CONTAIN FULL SOIL AMENDMENT RECOMMENDATIONS. THE REPORT SHALL BE IMMEDIATELY FORWARDED TO THE OWNER AND McINTOSH & ASSOCIATES UPON COMPLETION. 3. SOIL AMENDMENTS: THE SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. THE CONTRACTOR SHALL PROVIDE SOILS REPORT FROM AN APPROVED SOILS LABORATORY AND/OR ANY ADDITIONAL SPECIFICATION PROVIDED BY THE OWNER OR McINTOSH & ASSOCIATES PRIOR TO INSTALLATION OF PLANT MATERIALS. 4. PRIOR TO LANDSCAPE AND IRRIGATION CONSTRUCTION COMMENCEMENT, THE CONTRACTOR SHALL OBTAIN SOILS PREPARATION RECOMMENDATIONS FROM A LICENSED SOILS ENGINEER AND DELIVER IT TO THE OWNER AND McINTOSH & ASSOCIATES FOR APPROVAL. 5. CULTIVATION DEPTH: ALL LANDSCAPE AREAS SHALL BE CULTIVATED TO A DEPTH OF SIX INCHES. 6. AMENDMENT MIX: INCORPORATE THE FOLLOWING SOIL AMENDMENTS, OR PER SOILS REPORT, IN THE UPPER 6" OF ALL TILLING OR DISKING UNTIL ALL POCKETS AND LAYERS OF SOIL AND SOIL CONDITIONERS ARE ELIMINATED. REDWOOD SHAVINGS 6 YARDS PER 1000 SQ. FT. COMMERCIAL FERTILIZER 120 LBS. PER 1000 SQ. FT. GYPSUM 100 LBS. PER 1000 SQ. FT. 7. FINISH GRADE: FINISH GRADES SHALL BE THOSE INDICATED ON THE DRAWINGS OR AS MAY BE CONTROLLED BY EXISTING INSTALLATIONS. GRADES NOT OTHERWISE INDICATED SHALL BE UNIFORM, STRAIGHT LEVELS BETWEEN POINTS WHERE ELEVATIONS ARE DETERMINED. FINISH GRADES SHALL BE SMOOTH AND EVEN OF A UNIFORM PLANE WITH NO ABRUPT CHANGES IN THE SURFACE. MINOR MODELING OF THE GROUND SURFACE MAY BE REQUIRED. GRADES SHALL PROVIDE FOR THE NATURAL RUN-OFF OF WATER WITHOUT LOW SPOTS OR POCKETS. FLOW LINES SHALL BE SET BY INSTRUMENT AND SHALL BE MAXIMUM GRADIENT POSSIBLE. 8. DRAINAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE IN ALL PLANTING AREAS IN ACCORDANCE WITH THE PLANS, DETAILS AND SPECIFICATIONS. 9. FINISH GRADE AT SHRUB AREAS: FINISH GRADE OF ALL SHRUBBERY AND GROUNDCOVER AREAS SHALL BE TWO INCHES BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC., EXCEPT WHERE WATER FLOWS ACROSS SAME. 1. PLANT DEPTH: PLANT ALL PLANTS AT THEIR NATURAL GROWING DEPTH PER DETAILS, IN THE LOCATIONS SHOWN ON THE DRAWINGS. 2. EXCAVATED PITS: EXCAVATE PITS WITH SQUARE AND VERTICAL SIDES, 2 TIMES THE DIAMETER, AND 12" GREATER IN DEPTH THAN THE SIZE OF THE PLANT CONTAINER. 3. BACKFILL MIXTURE: BACKFILL TO BOTTOM OF ROOT BALL WITH PREPARED BACKFILL MIXTURE, TAP FIRMLY, SET PLANT IN CENTER OF PIT IN A VERTICAL POSITION, CROWN LEVEL WITH FINISH GRADE. BACKFILL BALANCE OF PIT WITH A MIXTURE PER SOILS REPORT. 4. TREE LOCATIONS: TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION LINES, CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NECESSARY. 5. WATER BASIN: CONSTRUCT A SIX INCH DEEP WATER BASIN, MULCH WITH A TWO INCH LAYER OF REDWOOD SHAVINGS, AND WATER THOROUGHLY, BACKFILLING WITH ADDITIONAL MIX WHERE VOIDS APPEAR. 6. TREE STAKES: ALL NURSERY STAKES SHALL BE REMOVED AND ALL TREES SHALL BE INSTALLED WITH LODGE POLE STAKES DRIVEN 3 FEET INTO THE GROUND. TREE STAKES SHALL NOT PIERCE THE ROOTBALL AND NOT INJURE TREE ROOTS. 7. TREE TIES: TREE TIES SHALL BE FASTENED TO THE TREE AND STAKE BY LOOPING THE TIES IN FIGURE 8'S WITH THE INSIDE OF THE TREE TRUNK. FASTEN TIE TO THE STAKE WITH ONE GALVANIZED ROOFING NAIL. 8. DEFECTS: ALL DEFECTS IN TREE AND SHRUB PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. F. GROUNDCOVER PLANTING NOTES: 1. GENERAL: ALL GROUNDCOVER AREAS NOTED ON PLANS SHALL BE PLANTED WITH ROOTED CUTTING FROM FLATS UNLESS OTHERWISE NOTED. PLANT CONTINUOUSLY UNDER TREES AND SHRUBS AT THE SPACING INDICATED ON PLANS. 2. SPACING: INSTALL PLANTS IN AREAS AND TO SPACING AS SHOWN ON THE DRAWINGS IN EVENLY TRIANGULARLY SPACED ROWS. 3. EXCAVATE PITS: EXCAVATE PITS A MINIMUM 3"X4" WITH SUFFICIENT DEPTH TO ALLOW ROOT SYSTEM TO HANG FREE IN PIT. PLACE EACH PLANT AT ITS NATURAL GROWING DEPTH AND FIRM SOIL AROUND BASE OF PLANT WITHOUT PILING AT CROWN. 4. WATERING: WATER THOROUGHLY AFTER SUFFICIENT AREA HAS BEEN PLANTED. ANY PLANTINGS SHOWING EVIDENCE OF DRYING OUT OR BADLY WILTING WILL NOT BE ACCEPTED. 5. PRE -EMERGENT: APPLY TREFLAN OR APPROVED PRE -EMERGENT IMMEDIATELY AFTER PLANTING TO ALL GROUNDCOVER AREAS. 6. DEFECTS: ALL DEFECTS IN GROUNDCOVER PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 1. DECOMPOSED GRANITE SHALL BE DERIVED FROM THE CRUSHING AND SCREENING OF NATURALLY FRIABLE GRANITE. THE BLENDING OF COURSE SAND WITH ROCKS DUST IS NOT PERMITTED. 2. BASE COURSE: MATERIAL FROM LOCAL SOURCES COMMONLY USED FOR ROAD BASE CONSTRUCTION, PASSING THE FOLLOWING SIEVE ANALYSIS AS DETERMINED BY ASTM C136 METHODOLOGY. SIEVE SIZE PERCENT PASSING 1 /2" 100 3/8" 80-90 No. 4 50--60 No. 30 25- 55 No. 100 10- 20 No. 200 5-18 3. SAND EQUIVALENT: AS DETERMINED BY ASTM D2419 METHODOLOGY (CALTRANS 217): MINIMUM OF 30. 4. R-VALUE: AS DETERMINED BY ASTM D2488 METHODOLOGY (CALTRANS 301): MINIMUM OF 70. 5. COLOR: COLOR TO BE GOLDEN BROWN EARTH -TONE 6. STABILIZING ORGANIC BINDER: ENVIROSEAL M10 OR APPROVED EQUAL. SHALL HAVE A MINIMUM SWELL VOLUME OF 32 ML/GM AND BE APPROVED BY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. THE BINDER SHOULD BE INCORPORATED WITH THE GRANITE FINES PER THE MANUFACTURER'S RECOMMENDATIONS AND AS APPROVED BY THE OWNER. BLENDING WITH THE USE OF BUCKET LOADER OR SIMILAR IS NOT ACCEPTABLE. THE MIXING FACILITY AND MIXING METHOD SHALL BE AVAILABLE TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT INSPECTION UPON REQUEST. 7. DECOMPOSED GRANITE SHALL BE PLACED TO A MINIMUM DEPTH OF 3" MIN. COMPACTED, PER PLAN. 8. A 6" CONCRETE MOW CURB SHALL SEPARATE THE DECOMPOSED GRANITE FROM THE BLOCK WALL & LANDSCAPING (SEE DETAIL BELOW). SUBGRADE FOR DG AREA SHALL BE COMPACTED TO 90X IIIIIIIIII