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HomeMy WebLinkAbout1.5-6536 Ph 2CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT TRACT 6536, PHASE 2 OLD RIVER ROAD PUBLIC STREETSCAPE CONSTRUCTION FUTURE MEDIANS - FUTURE MEDIANS PANAMA LANE - - __ - - - - - - - - - 1 I I I 1 I t !I V V V hI II V hV II V �V N P i PHASE 1 co �"'� ■ I I I a I I I I f I I I f I 1 I I U I I I I I I I I I I I I I I 1 I 5 1 4 I 3 I 2 I 1 1 �1 1 73 � 72 I 71 I 70 � 69 168 167 � 66 + 65 164 I 63 I 62 I 61 ( 60 QI I I Q I I I I I I I f I I I I I LL BLOUNTSVILLE DRIVE - �_ 11 1 1 1 1 I + I I I + I I 1 � I HAT S ET � 2 T r r r r I 6 1 7 8 9 10 11 12 I 59 --- +--------- - - -� -- i �1 ------------- - - -� -- E- - - -+-- � ! I 1 I I I I ! I I I I I I I I I I I I II I I I I I I I I I I I I I I I I 21 1 20 I 19 I 18 I 17 I 16 I 15 I 14 1 IV) 1 i 48 I 47 I 46 145 I 44 I 43 142 I 41 I 40 I 39 1 38 1 I I I I LIMITS bF PUBLIC I I I I I 1 I I I I I I LANDS APE CONStR, UCTION- � - - I L -L -I- _ _ _ _ _ _ -� _ - - FORT SANDERS AVENUE I I I t I I I t I II f I I I I I I I I 1 I I I I I I I I f I SUMPI 22 I 23 24 25 26 I 27 I 28 ( 29 I 30 I 31 I 32 I 33 I 34 I 35 I 36 1 37 I I I I I I I I I I I I I I I ■i�ii�ii�ii�ii ii "ii "ii ii ii "ii" on it 1 RETENTION BASIN , of IR I col TRACT 6825 M1 r KEY MAP SCALE: 1"=100' II I II' II II I II I I I I I III I I I I III III III I� I I, I I FUTURE MEDIANS II I I II I I I I II I III I I I Ili CIO III I I III�y III L.L I II w III > II (II III III 0 �I J I II o II II II 1 II! II LIMITS OF PUBLIC II LANDSCAPE II CONSTRUCTION I I1 FUTURE MEDIANS I11 I I I I I I 1 I I I I I I I I I II I \I I SCALE: 1 " = 100' 100 50 0 100 200 PLANS GENERAL PROJECT NOTES: 1. PRIOR TO START OF ANY PHASE OF CONSTRUCTION, ALL UTILITIES, METERS (POWER & WATER) MUST BE SET AND FULLY OPERATIONAL. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL PUBLIC UTILITY STANDARDS AND SPECIFICATIONS. CONTRACTOR WILL ALSO BE RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES TO START ELECTRICAL AND WATER SERVICE IN TIME FOR CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL APPROPRIATE PUBLIC UTILITY STANDARDS, SPECIFICATIONS AND METHODS OF CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT, (661) 326 -3354, AND PUBLIC WORKS, (661) 326 -3049 FOR AN ON -SITE PRE - CONSTRUCTION MEETING. 5. CONTRACTOR WILL COORDINATE CONSTRUCTION WITH THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE SO THAT INSPECTIONS CAN BE MADE AT CRITICAL CONSTRUCTION PERIODS BUT IN NO CASE LESS THAN: 1) AT THE START OF LANDSCAPE CONSTRUCTION 2) IRRIGATION PERFORMANCE TEST AND HEAD COVERAGE 3) PLANT MATERIALS AND PLACEMENT OF PLANT MATERIALS, GUYING & STAKING PROCEDURES 4) AT THE END OF CONSTRUCTION BUT PRIOR TO START OF POST- INSTALLATION MAINTENANCE, AND 5) AT THE END OF POST - INSTALLATION MAINTENANCE PERIOD FOR WRITTEN (OWNER'S) ACCEPTANCE. 6. CONTRACTOR WILL PERFORM MAINTENANCE AS IDENTIFIED IN THE SPECIFICATIONS. ALL COST INCURRED UNTIL THIS TIME WILL BE AT THE EXPENSE OF THE CONTRACTOR. 7. CONTRACTOR IS RESPONSIBLE FOR SECURING FINAL WRITTEN ACCEPTANCE BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE FOR THIS WORK. IN NO CASE WILL THE CONTRACTOR BE RELEASED FROM MAINTENANCE OF THE IRRIGATION SYSTEM OR MAINTENANCE AND REPLACEMENT OF DEAD, DYING, DAMAGED, OR OTHERWISE UNSUITABLE PLANT MATERIAL UNTIL THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE, IN WRITING, ACCEPTS THIS WORK. 8. CONTRACTOR WILL FIELD VERIFY FINISHED GRADES AND VERIFY THAT THERE IS POSITIVE SURFACE DRAINAGE IN ALL PLANTERS, TURF AREAS AND AWAY FROM ALL PLANTING HOLES. IF POSITIVE DRAINAGE DOES NOT EXIST NOTIFY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING FOR WRITTEN AUTHORIZATION AND INSTRUCTIONS TO PROCEED. 9. CONTRACTOR SHALL DEMONSTRATE TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE THE FURNISHING AND INSTALLATION OF SPECIFIED SOIL AMENDMENTS SEE SPECIFICATIONS WHETHER A SOILS TEST IS REQUIRED OR NOT. 10. QUANTITIES ARE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT ESTIMATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL APPEARING ON PLAN. 11. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND /OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITION SHALL BE IMMEDIATELY REPORTED IN WRITING TO THE ATTENTION OF THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 13. ALL PLANT MATERIAL SHALL BE APPROVED BY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE. 14. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE. 15. CONTRACTOR SHALL NOTIFY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT OBSERVATION SCHEDULES. 16. SEE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT DIMENSIONS AND BACK FILL REQUIREMENTS. 17. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR SHALL CONTACT CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT FOR RESOLUTION, FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS. 18. NO PLANTING SHALL BE PLANTED UNTIL INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED. FINAL GRADES HAVE BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND SOIL PREPARED, AND THE WORK APPROVED BY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE. 19. PROVIDE ROOT BARRIER FOR TREES WITHIN 6' OF ANY EXISTING OR PROPOSED PAVING OR STRUCTURE. 20. CITY OF BAKERSFIELD STANDARDS DETAILS, INCLUDED WITH THIS DRAWING SET, TAKE PRECEDENCE OVER ALL OTHER SPECIFICATIONS OR DETAILS. 21. CONTRACTOR SHALL INSTALL A 6" CONCRETE MOWCURB AS PER CITY OF BAKERSFIELD STANDARDS AT EACH PHASE LINE AND LIMIT OF CONSTRUCTION LINE. 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 CONSTRUCTION DRAWINGS. 23. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BARRICADES IN ORDER TO FILL THE REQUIREMENTS OF EXISTING PLANTING PROTECTION PER SPECIFICATION. 24. EXISTING PLANT MATERIAL SHOWN ON PLANS IS DIAGRAMMATIC. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AT THE SITE TO FAMILIARIZE HIMSELF PRIOR TO START OF WORK. 25. ALL TREES UNDER UTILITY LINES ARE SUBJECT TO CHANGE PER CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 26. CONTRACTOR SHALL DEMONSTRATE TO OWNER'S REPRESENTATIVE THE FURNISHING AND INSTALLATION OF SPECIFIED SOIL AMENDMENTS WHETHER A SOILS TEST IS REQUIRED OR NOT. 27. CONTRACTOR IS RESPONSIBLE FOR CARE AND MAINTENANCE OF EXISTING LANDSCAPE AND IRRIGATION SYSTEM DURING CONSTRUCTION. 28. EXISTING IRRIGATION SYSTEM SHALL REMAIN OPERATIONAL DURING CONSTRUCTION. 29. UNIFORM DEVELOPMENT IS REQUIRED FOR THIS PROJECT. SHOULD ANY PORTION OF ANY PHASE OR SUBSEQUENT PHASES BE CONSTRUCTED AT DIFFERENT INTERVALS WHERE THE POINTS OF CONNECTIONS ARE LOCATED IN AN AREA OTHER THAN THE CURRENT PROJECT AREA, THE DEVELOPER SHOULD BE RESPONSIBLE FOR ALL INCURRED COSTS ASSOCIATED WITH THE ATTACHED AREAS UNTIL THE PROJECTS MAINTENANCE PERIOD HAS BEEN COMPLETED AND A WRITTEN FINAL ACCEPTANCE FROM THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT HAS BEEN ACHIEVED. 30. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110(N). ONE COPY OF THE SIGNED PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR MATERIALS, LIGHTING, ANCHORAGE & LOCATION OF SIGN(S). APPROVAL OF WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. VICINITY MAP NOT TO SCALE NOTES: ALL POINTS OF CONNECTION FOR ELECTRICAL SERVICE FOR IRRIGATION SYSTEMS SHALL BE INDEPENDENT FROM THE TRAFFIC SIGNAL POWER SOURCE /STREET LIGHTING POWER SOURCE. A SINGLE LINE SCHEMATIC FOR IRRIGATION SYSTEMS SHALL BE REVIEWED AND APPROVED BY CITY ENGINEER PRIOR TO START OF ANY LANDSCAPE /IRRIGATION INSTALLATIONS. PRIOR TO ANY PLANTING OF NON -TURF AREAS, THE SOIL OF ALL SUCH AREAS SHALL BE STERILIZED WITH CHEMICAL RECOMMENDED BY A CERTIFIED PEST CONTROL ADVISOR AND APPLIED BY A CERTIFIED PEST CONTROL APPLICATOR. ALSO, NO LESS THAN TWO WEEKS PRIOR TO FINAL CITY ACCEPTANCE, A PRE - EMERGENT CHEMICAL SHALL BE APPLIED BY A CERTIFIED PEST CONTROL APPLICATOR. 24 HOUR NOTICE IS REQUIRED PRIOR TO START OF CONSTRUCTION. CALL CITY CONSTRUCTION SECTION AT (661) 326 -3049 AND CITY PARKS AT (661) 326 -3354. BEFORE ANY EXCAVATION CONTACT USA UNDERGROUND SERVICE ALERT, 1 -800- 227 -2600, FOR LOCATIONSI OF EXISTING UTILITIES. BENCH MARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF WALK TO THE BACK OF WALL IS: 5,726 SF. THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF CURB TO THE BACK OF WALL IS' 9,755 SF. THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT ALONG THE SUMP IS: 1,340 SF. ENGINEER'S STATEMENT. I HEREBY STATE THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION, INDEX OF SHEETS SHEET TITLE L -1 TITLE SHEET L -2 OLD RIVER RD PLANTING PLAN & LEGEND L -3 SUMP PLANTING PLAN & PLANTING NOTES L -4 PLANTING DETAILS L -5 OLD RIVER RD IRRIGATION PLAN L -6 SUMP IRRIGATION PLAN & IRRIGATION NOTES L -7 IRRIGATION DETAILS L -8 SPECIFICATIONS R.C.E. # 33322, EXP. 6 -30-16 REVIEWED BY- RECREATION AND PARKS DEPARTMENT DATE 7/Z/1S' REVIEWED BY: - --- TRAFFIC ENGINEER DATE APPROVED BY: l N!2 &^' _X % 1-7 :' I r NICOLAS C. FIDLER, PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE R.C.E./ 61069, EXP. 12 -31 -16 APPROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENANCE. r rn N 0 cc c cl) Z r` WHITE LN z D o I rn `r \ ooh WHITE LN o� D X lw U Q �w 0 J Q � Lu U co PROJECT Ld 000 co w O U 5� J � o .-. z � Q oc I- HARRIS w� Q SITE ~ 0�.. oED PANAMA LN Of ~ W Lu Ld o U) c z o 0 ° ri o J m m IL 0 c> � � < o m m a- Ln z LD TAFT HWY 0 ORTS YLLAGE L0 s Elf VICINITY MAP NOT TO SCALE NOTES: ALL POINTS OF CONNECTION FOR ELECTRICAL SERVICE FOR IRRIGATION SYSTEMS SHALL BE INDEPENDENT FROM THE TRAFFIC SIGNAL POWER SOURCE /STREET LIGHTING POWER SOURCE. A SINGLE LINE SCHEMATIC FOR IRRIGATION SYSTEMS SHALL BE REVIEWED AND APPROVED BY CITY ENGINEER PRIOR TO START OF ANY LANDSCAPE /IRRIGATION INSTALLATIONS. PRIOR TO ANY PLANTING OF NON -TURF AREAS, THE SOIL OF ALL SUCH AREAS SHALL BE STERILIZED WITH CHEMICAL RECOMMENDED BY A CERTIFIED PEST CONTROL ADVISOR AND APPLIED BY A CERTIFIED PEST CONTROL APPLICATOR. ALSO, NO LESS THAN TWO WEEKS PRIOR TO FINAL CITY ACCEPTANCE, A PRE - EMERGENT CHEMICAL SHALL BE APPLIED BY A CERTIFIED PEST CONTROL APPLICATOR. 24 HOUR NOTICE IS REQUIRED PRIOR TO START OF CONSTRUCTION. CALL CITY CONSTRUCTION SECTION AT (661) 326 -3049 AND CITY PARKS AT (661) 326 -3354. BEFORE ANY EXCAVATION CONTACT USA UNDERGROUND SERVICE ALERT, 1 -800- 227 -2600, FOR LOCATIONSI OF EXISTING UTILITIES. BENCH MARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF WALK TO THE BACK OF WALL IS: 5,726 SF. THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF CURB TO THE BACK OF WALL IS' 9,755 SF. THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT ALONG THE SUMP IS: 1,340 SF. ENGINEER'S STATEMENT. I HEREBY STATE THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION, INDEX OF SHEETS SHEET TITLE L -1 TITLE SHEET L -2 OLD RIVER RD PLANTING PLAN & LEGEND L -3 SUMP PLANTING PLAN & PLANTING NOTES L -4 PLANTING DETAILS L -5 OLD RIVER RD IRRIGATION PLAN L -6 SUMP IRRIGATION PLAN & IRRIGATION NOTES L -7 IRRIGATION DETAILS L -8 SPECIFICATIONS R.C.E. # 33322, EXP. 6 -30-16 REVIEWED BY- RECREATION AND PARKS DEPARTMENT DATE 7/Z/1S' REVIEWED BY: - --- TRAFFIC ENGINEER DATE APPROVED BY: l N!2 &^' _X % 1-7 :' I r NICOLAS C. FIDLER, PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE R.C.E./ 61069, EXP. 12 -31 -16 APPROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENANCE. r rn N 0 W cl) Z r` L0 I- 0) o I rn `r \ ooh O o� Q J X lw U Q �w n J Q � Lu U co Z Ld 000 co w O U 5� J � o .-. z � Q oc I- a w� Q cD ~ 0�.. oED Of ~ W Lu Ld 0 m N 'o Po° , a W W) _> U 1 O P S 1S�D d E }Z m� N W cl) Z C1) z Q a O o� X lw U Q �w n ~ co Z W co w O U 5� J Z � Q oc I- a H Q cD ~ 0�.. U ~ W Lu 0 J m cl) J m m IL 0 a- Ln 0 L0 s Elf L2 n EZ cl W LLJ I r T CD LLJ LLI 0) ac /' 5--- & S ? (I ek ;L- N W cl) Z C1) a Q a O X lw U Q Cif) n ~ co Z W co w O U _ J Z � Q oc I- a H Q ~ 0�.. U ~ W Lu J m cl) J m IL n EZ cl W LLJ I r T CD LLJ LLI 0) ac /' 5--- & S ? (I ek ;L- N Cfl •, U ry Q I I I 38 I BOUNDARY LINE 1 I I I j LJ (93 IN A ROW) r PB (3) I I I` 1 , PROPOSED TRACT WALL -\ '­,� \ \ SIDEWALK I I i i i 39 I I I I PB (3) CL (5) I I PHASE 2 PROPOSED TRACT WALL •1 RB (10) SIDEWALK EXISTING R/W - - - ►- 6" MOWCURB - AP (8) RB (14) AP (8) `� _ - - J CL (4) DV (27) 30' MIN w Uj DV (23) - RB (15) I K En 50' -9" - - - -- i W J I J W i" CONCRETE I z MOWCURB z W CM (2) O J � AZ (10) LINE OF SIGHT AZ (10) o — I N _ 0 - LINE OF SIGHT =650' LL W J 0 m OF W LNE OLD FUTURE MEDIAN RI VE RR O D U) --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - -- r---- - - - - -- - - - - -------------------- 11 +00 12 +DO 13+00 14 +00 - -- + - - - - - - - - -i - -- �- - -�- o I - - -- ---------- - - - - -- - - - - - -- -------------- - - - - -- � CD I W J ' J I _ 1 I _1 6" CONCRETE L -5 MOWCURS PHASE 2 N ; W W PHASE 1 Cn z W 61 W° O' RB (10) [ J LL CM (2) PROPOSED TRACT WALL CL (2) W Q LJ (23 INA ROW) W �1 AZ (10) LINE OF SIG HT =650' - - - - - - - - - AZ (10) S 0 - - - -LINE OF SIGHT = 650, - _ SIDEWALK OF SIGHT =650' R/W / DV (10) AP (14) -f _ 81' MIN. (� PLACE THE TREE BEHIND LINE OF SIGHT Lij O I m I Q IW W FUTURE MEDIAN c I Q- - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - C) LLJ LO Z 15 +00 16 +00 I 1 - 17±00 - r�- - -- - I- - - --�-- - - -- 4- - - - -- -T- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- Q' ED U) 2 0 OLD R ROAD R � VARIES ARIE VARIES 48' TO 59' 9' TO 10' I LANDSCAPE I LOT 18, °a 2' 0I. a z C: w BLOCK WALL m I FINISHED PAD w a 4:1 VARIES MAX 2.0% LANDSCAPE AREA COMBINATION 6' SIDEWALK B SECTION — OLD RIVER ROAD PROPOSED NOT TO SCALE CURB & GUTTER L - Z R I� STREET SIDE 6 "x 8 "x 16' CONC. BLOCK LOT SIDE 0 co FINISH GRADE 2% LANDSCAPE GRADE VARIES (6' MIN) 0 27' -51" VARIES A WALL DETAIL (TYP.) L-2 NOT TO SCALE SUMP TRACT 6825 SHEET L -3 KEY MAP N.T.S. Q � W U - - -- Z_ LO i CO � Q 1 2u) PLANTING LEGEND THE PLANTING SCHEDULE IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL. VERIFY WITH C.O.B. FOR POTENTIAL CHANGES IN PLANT MATERIALS. KEY CODE COMMON NAME SIZE DESCRIPTION /REMARKS QTY TREE Standard CM Lagerstroemia Crape Myrtle 24' BOX Deciduous 4 'Muskogee' 'Lavender' tree. Standard CL Prunus caroliniono Carolina 0 0 aurel 24' BOX Evergreen 11 Tree tree SHRUB Standard Pyrus calleryana 24' BOX Deciduous PB 'Bradford` Bradford Pear tree. J P NAMA LANE 5 GAL Evergreen flowering shrub Dietes vegeta Fortnight Lily 5 GAL Evergreen flowering shrub 0 DV Ligustrum joponicum 'Texamum' Texas Privet 5 GAL Evergreen shrub J _j LJ Rhaphiolepis i. 'Ballerina' Indian Hawthorn 5 GAL Evergreen flowering shrub (~j RB Rhododendron kurume 'Coral Bells' Azalea 5 GAL Evergreen flowering shrub ( AZ zLi LLJ U 0) LJ poa M L0 V .j a J < CC> O . I of nz. LJ co r — - - - OL _ - IL MURFREESBORO DRIVE o W >_ v w Uj U3 Cr Y � cc L1�5 Q Q PHASE 1 ' .00 CD m y J r 0 0 — 0 � 0 U I Q Q 01 a z - - t- - - -DAVIS DRIDGE AVENUE - = _ ._ - _ W > 0 O w J 0 — - - —• — — — — — — -- — — — — — -- U Q o� N Q LL I J �— - -�-- - f- -- BLOUNTSVILLE DRIVE - - W _- Y PHASE 2 T_ U U) o -FORT SANDERS AVENUE - - -� SUMP TRACT 6825 SHEET L -3 KEY MAP N.T.S. Q � W U - - -- Z_ LO i CO � Q 1 2u) PLANTING LEGEND THE PLANTING SCHEDULE IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL. VERIFY WITH C.O.B. FOR POTENTIAL CHANGES IN PLANT MATERIALS. KEY CODE COMMON NAME SIZE DESCRIPTION /REMARKS QTY TREE Standard CM Lagerstroemia Crape Myrtle 24' BOX Deciduous 4 'Muskogee' 'Lavender' tree. Standard CL Prunus caroliniono Carolina 0 0 aurel 24' BOX Evergreen 11 Tree tree SHRUB Standard Pyrus calleryana 24' BOX Deciduous PB 'Bradford` Bradford Pear tree. NOTES: ALL SHRUBS SHALL BE 5 GAL. CONTAINER SIZE OR LARGER. MASS SHRUB PLANTING TO BE 1 GAL. CONTAINERS SPACED 18' O.C. OLD RIVER ROAD FRONTAGE: 1 TREE PER 30' OF LINEAL STREET FRONTAGE 21 TREES 620' OF STREET FRONTAGE /30 = 21 TREES PROVIDED 21 TREES 50 -70% OF REQUIRED TREES TO BE EVERGREEN 11 TREES 21 TREES REO. X 50% = 11 EVERGREEN TREES MIN. 11 TREES PROVIDED REFER TO SHEET L -1 FOR GENERAL NOTES REFER TO SHEET L -3 FOR MAINTENANCE NOTES REFER TO SHEET L -3 FOR PLANTING NOTES REFER TO SHEET L -4 FOR PLANTING DETAILS REFER TO SHEET L -8 FOR SPECIFICATIONS 0 30 60 11E SCALE: 1 " = 20' 20 10 0 20 40 0 3110 j0 z cli Li /z z w U z Uj Uj r:-D V) `C z Q rn AP Agapanthus orientalis Lily of the Nile 5 GAL Evergreen flowering shrub Dietes vegeta Fortnight Lily 5 GAL Evergreen flowering shrub 0 DV Ligustrum joponicum 'Texamum' Texas Privet 5 GAL Evergreen shrub J _j LJ Rhaphiolepis i. 'Ballerina' Indian Hawthorn 5 GAL Evergreen flowering shrub (~j RB Rhododendron kurume 'Coral Bells' Azalea 5 GAL Evergreen flowering shrub ( AZ NOTES: ALL SHRUBS SHALL BE 5 GAL. CONTAINER SIZE OR LARGER. MASS SHRUB PLANTING TO BE 1 GAL. CONTAINERS SPACED 18' O.C. OLD RIVER ROAD FRONTAGE: 1 TREE PER 30' OF LINEAL STREET FRONTAGE 21 TREES 620' OF STREET FRONTAGE /30 = 21 TREES PROVIDED 21 TREES 50 -70% OF REQUIRED TREES TO BE EVERGREEN 11 TREES 21 TREES REO. X 50% = 11 EVERGREEN TREES MIN. 11 TREES PROVIDED REFER TO SHEET L -1 FOR GENERAL NOTES REFER TO SHEET L -3 FOR MAINTENANCE NOTES REFER TO SHEET L -3 FOR PLANTING NOTES REFER TO SHEET L -4 FOR PLANTING DETAILS REFER TO SHEET L -8 FOR SPECIFICATIONS 0 30 60 11E SCALE: 1 " = 20' 20 10 0 20 40 0 3110 j0 z cli Li /z z w U z Uj Uj r:-D V) `C z Q rn o r LO t- rn 5 N a- O z 00 J _j W Cl) U O Q a X Lo (~j z I Ll Q J W� zLi LLJ U 0) LJ poa M L0 V .j a J < CC> O . nz. LJ co r 0 CD IL Z o W >_ v w Uj U3 Cr Y � cc L1�5 m 0 m A v Mz m> z N a- J _j W Cl) Z O Q a X Lo (~j W� zLi w 0) LU M L0 V .j a J < CC> Q vD O 0 CD IL Z CD W >_ v ~ Uj U3 Cr U cc Cq 0 m .00 CD m y J r 0 U a z 0 s Uj o� F W W N W . j as a N a- J _j W Cl) Z O Q a X Q (~j W� Z w 0) LU M L0 V .j a J < CC> Q vD O 0 IL Z CD W >_ v ~ Uj U3 Cr U cc Cq 0 m .00 m y J r a° F W W N W . j as j 1 ; I I 1 21 19 20 I 18 I 17 (I I I -- -- -- -- -- _ -- -- - - -- 10 00 11 +00 - -+ - - - --F -- - - - CONCRETE DRIVEWAY LJ (2) CONCRETE I CHAIN LINK FENCE MOWCURB N Cfl U Q 1 =11 =111' _ 12 +00 13 +00 - -i -� -1 6" CONCRETE L -5 MOWCURB SUMP i 23 SCALE: 1 " = 20' 1 I 20 10 0 20 40 TRACT 6536 I I I BOUNDARY LINE TRACT 6825 I PLANING LEGEND THE PLANTING SCHEDULE IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL. VERIFY WITH C.O.B. FOR POTENTIAL CHANGES IN PLANT MATERIALS. KEY CODE BOTANICAL NAME COMMON NAMEJ SIZE TDESCRIPTION /REMARKS QTY SHRUB LJ Ligustrum japonicum Texas Privet 5 GAL Evergreen shrub 57 Texamum TmcT KEY MAP N.T.S. . l 4 i 04 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND 7. P NAMA LANE - - - EQUIPMENT TO PERFORM WORK DURING THE POST - INSTALLMENT ALL PARTS OF THE IRRIGATION SYSTEM. MAINTENANCE PERIOD, AS SPECIFIED HEREIN INCLUDING BUT NOT LIMITED TO: ADEQUATE WATERING OF PLANT MATERIAL AND 8. THE CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN CONTROLLING WEEDS, RODENTS AND OTHER PESTS FOR A MINIMUM SUFFICIENT QUANTITIES AND ADJUST WATER APPLICATION TO PERIOD OF THREE HUNDRED AND SIXTY FIVE (365) DAYS. COMPENSATE FOR SEASONAL CONDITIONS. 2. THE CONTRACTOR SHALL MAINTAIN THE PROJECT ON A 9. (3) THREE WEEKS PRIOR TO THE CONCLUSION OF THE CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS R~' z MAINTENANCE PERIOD, THE CONTRACTOR SHALL CONTACT THE COMPLETED, UNTIL FINAL WRITTEN ACCEPTANCE BY THE CITY OF _ - - O = LL MURFREESBORO DRIVE - - -� I to Z CONDITION FROM THE SITE SHALL BE REPLACED WITH MATERIAL OF 3. COST INCURRED DUE TO DAMAGE OR REPLACEMENT DURING THE LIKE KIND AND SIZE AND IN A MANNER SPECIFIED FOR ORIGINAL POST - INSTALLATION MAINTENANCE PERIOD SHALL BE THE 5- PLANTING. IF THE REPLACEMENT PLANTS DO NOT REPRESENT A PHASE 1 RESPONSIBILITY OF THE CONTRACTOR. SIMILAR FOLIAGE REPRESENTATION OF THE ORIGINAL PLANTED a 4. ALL AREAS INCLUDING, BUT NOT LIMITED TO TURF, GROUNDCOVER AVAILABLE UP -SIZED CONTAINER. ALL GROUND COVER SHALL HAVE AREAS, CONCRETE WALKS AND SLABS SHALL BE KEPT CLEAN AND A TWELVE (12-) INCH CLEARING FROM ALL STRUCTURES INCLUDING FREE OF WEEDS, UTTER, AND DEBRIS. w BUT NOT LIMITED TO: SIDEWALK AREAS, WALLS, FENCES, MOW CURBS, VALVE BOXES, TREE BASES, SHRUBS, ETC. 5. BEFORE WEEDS EXCEED TWO (2) INCHES IN HEIGHT, THEY SHALL BE Qi 10. BEFORE THE START OF THE MAINTENANCE PERIOD. THE (I. E. BLACKBERRY, NUT SEDGE OR BIND WEEDS) SHALL BE SPOT < 01 ly SPRAYED WITH A NON - SELECTIVE POST- EMERGENT HERBICIDE AS BLUE LINE PRINTS AN 'AS BUILT' DRAWING. THE DRAWINGS SHALL SPECIFIED BY A WEED ABATEMENT COMPANY, AND LEFT IN PLACE INCLUDE ALL DEVIATIONS FROM THE ORIGINAL BID DOCUMENTS FOR (7) DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MADE DURING CONSTRUCTION THAT AFFECT THE MAIN LINE, -DAVIS DRIDGE AVENUE - W CONTROLLER LOCATIONS, REMOTE CONTROL VALVES, REMOVED SEVEN (7) DAYS AFTER APPLICATION AND DISPOSED OF 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 0I CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF NAME AND CATALOG NUMBERS. ALSO, A SET OF 11 X17 LAMINATED DISEASES, INSECTS, AND /OR RODENT INFESTATIONS AND PROPER 'AS BUILT' WITH HIGHLIGHTED COLOR CODED IRRIGATION REFERENCE PREVENTATIVE OR CONTROL MEASURES TAKEN. SHOULD THE CITY, - - - - z w -� -------------------- DURING THE MAINTENANCE PERIOD, DISCOVER THAT THE TERMS FOR COUPLER VALVE KEYS WITH GATE VALVE HOSE BIB ATTACHMENT, U--- THE MAINTENANCE PERIOD AS STATED HEREIN HAVE NOT BEEN SHALL BE SUBMITTED TO THE C.O.B. STRICTLY ADHERED TO, THEN THE DAYS ACCRUING TOWARD 0 Q 11. 0 THE MAINTENANCE PERIOD WILL BE EXTENDED ON (1) DAY FOR O<m EACH DAY THE AREA IS OUT OF ITS MAINTENANCE PERIOD. AFTER BIRD EQUIPMENT TO THE CITY OF BAKERSFIELD RECREATION & Of THE AREA HAS BEEN BROUGHT UP TO CITY STANDARD, THE CITY PARKS REPRESENTATIVE FOR THEIR MAXICOM DOLLAR FUND. WILL REQUIRE A RE- INSPECTION BY A CITY OF BAKERSFIELD N LL IS COMPLETED, AND THE AREA IS IN SATISFACTORY CONDITION, - -� - 1- - BLOUNTSVILLE DRIVE - - _ y _ 004 OC4 w Li pHA�� I= w w U W 0 -FORT SANDERS AVENUE �- TmcT KEY MAP N.T.S. . l 4 i 04 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND 7. THE CONTRACTOR SHALL PROPERLY AND COMPLETELY MAINTAIN EQUIPMENT TO PERFORM WORK DURING THE POST - INSTALLMENT ALL PARTS OF THE IRRIGATION SYSTEM. MAINTENANCE PERIOD, AS SPECIFIED HEREIN INCLUDING BUT NOT LIMITED TO: ADEQUATE WATERING OF PLANT MATERIAL AND 8. THE CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN CONTROLLING WEEDS, RODENTS AND OTHER PESTS FOR A MINIMUM SUFFICIENT QUANTITIES AND ADJUST WATER APPLICATION TO PERIOD OF THREE HUNDRED AND SIXTY FIVE (365) DAYS. COMPENSATE FOR SEASONAL CONDITIONS. 2. THE CONTRACTOR SHALL MAINTAIN THE PROJECT ON A 9. (3) THREE WEEKS PRIOR TO THE CONCLUSION OF THE CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS oV) MAINTENANCE PERIOD, THE CONTRACTOR SHALL CONTACT THE COMPLETED, UNTIL FINAL WRITTEN ACCEPTANCE BY THE CITY OF CITY'S REPRESENTATIVE TO PERFORM A FINAL INSPECTION OF BAKERSFIELD RECREATION & PARKS DEPARTMENT. WORK. ANY REMOVED PLANTS NOT IN SATISFACTORY AND HEALTHY to Z CONDITION FROM THE SITE SHALL BE REPLACED WITH MATERIAL OF 3. COST INCURRED DUE TO DAMAGE OR REPLACEMENT DURING THE LIKE KIND AND SIZE AND IN A MANNER SPECIFIED FOR ORIGINAL POST - INSTALLATION MAINTENANCE PERIOD SHALL BE THE 5- PLANTING. IF THE REPLACEMENT PLANTS DO NOT REPRESENT A RESPONSIBILITY OF THE CONTRACTOR. SIMILAR FOLIAGE REPRESENTATION OF THE ORIGINAL PLANTED MATERIAL, THE CONTRACTOR SHALL REPLACE PLANTS WITH NEXT 4. ALL AREAS INCLUDING, BUT NOT LIMITED TO TURF, GROUNDCOVER AVAILABLE UP -SIZED CONTAINER. ALL GROUND COVER SHALL HAVE AREAS, CONCRETE WALKS AND SLABS SHALL BE KEPT CLEAN AND A TWELVE (12-) INCH CLEARING FROM ALL STRUCTURES INCLUDING FREE OF WEEDS, UTTER, AND DEBRIS. w BUT NOT LIMITED TO: SIDEWALK AREAS, WALLS, FENCES, MOW CURBS, VALVE BOXES, TREE BASES, SHRUBS, ETC. 5. BEFORE WEEDS EXCEED TWO (2) INCHES IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF OFF -SITE. SERIOUS WEEDS PESTS 10. BEFORE THE START OF THE MAINTENANCE PERIOD. THE (I. E. BLACKBERRY, NUT SEDGE OR BIND WEEDS) SHALL BE SPOT CONTRACTOR SHALL PREPARE AND SUBMIT ON A (NEW) SET OF SPRAYED WITH A NON - SELECTIVE POST- EMERGENT HERBICIDE AS BLUE LINE PRINTS AN 'AS BUILT' DRAWING. THE DRAWINGS SHALL SPECIFIED BY A WEED ABATEMENT COMPANY, AND LEFT IN PLACE INCLUDE ALL DEVIATIONS FROM THE ORIGINAL BID DOCUMENTS FOR (7) DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MADE DURING CONSTRUCTION THAT AFFECT THE MAIN LINE, MINIMUM OF FORTY -EIGHT (48) HOURS. DEAD WEEDS SHALL BE CONTROLLER LOCATIONS, REMOTE CONTROL VALVES, REMOVED SEVEN (7) DAYS AFTER APPLICATION AND DISPOSED OF QUICK - COUPLING VALVES, ALL SPRINKLER HEADS, AND ALL PLANT OFF -SITE. MATERIAL. THE DRAWINGS SHALL ALSO INDICATE AND SHOW APPROVED SUBSTITUTIONS OF SIZE MATERIAL AND MANUFACTURER'S 6. CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF NAME AND CATALOG NUMBERS. ALSO, A SET OF 11 X17 LAMINATED DISEASES, INSECTS, AND /OR RODENT INFESTATIONS AND PROPER 'AS BUILT' WITH HIGHLIGHTED COLOR CODED IRRIGATION REFERENCE PREVENTATIVE OR CONTROL MEASURES TAKEN. SHOULD THE CITY, CHART AND SCHEDULE, KEYS TO THE CONTROLLER, AND TWO QUICK DURING THE MAINTENANCE PERIOD, DISCOVER THAT THE TERMS FOR COUPLER VALVE KEYS WITH GATE VALVE HOSE BIB ATTACHMENT, THE MAINTENANCE PERIOD AS STATED HEREIN HAVE NOT BEEN SHALL BE SUBMITTED TO THE C.O.B. STRICTLY ADHERED TO, THEN THE DAYS ACCRUING TOWARD 0 COMPLETION OF SAID MAINTENANCE PERIOD WILL BE TERMINATED. 11. BEFORE THE START OF THE MAINTENANCE PERIOD, THE THE MAINTENANCE PERIOD WILL BE EXTENDED ON (1) DAY FOR CONTRACTOR SHALL SUBMIT ALL UNEDITED INVOICES OF SAID RAIN EACH DAY THE AREA IS OUT OF ITS MAINTENANCE PERIOD. AFTER BIRD EQUIPMENT TO THE CITY OF BAKERSFIELD RECREATION & THE AREA HAS BEEN BROUGHT UP TO CITY STANDARD, THE CITY PARKS REPRESENTATIVE FOR THEIR MAXICOM DOLLAR FUND. WILL REQUIRE A RE- INSPECTION BY A CITY OF BAKERSFIELD RECREATION AND PARKS REPRESENTATIVE. WHEN THE INSPECTION IS COMPLETED, AND THE AREA IS IN SATISFACTORY CONDITION, THEN, AND ONLY THEN, WILL THE CITY RE- ACCEPT THE AREA IN WRITING. REFER TO SHEET L -1 FOR GENERAL NOTES REFER TO SHEET L -3 FOR MAINTENANCE NOTES REFER TO SHEET L -3 FOR PLANTING NOTES REFER TO SHEET L -4 FOR PLANTING DETAILS REFER TO SHEET L -8 FOR SPECIFICATIONS PLANTING NOTES: 1. TREES SHALL BE STAKED AS PER DETAILS AND SPECIFICATIONS. 2. THERE SHALL BE NO SUBSTITUTIONS OR DELETIONS OF PLANT MATERIALS WITHOUT APPROVAL OF THE OWNER AND CITY OF BAKERSFIELD RECREATION 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 DETAILS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD. 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 CYTY OF BAKERSFIELD RECREA11ON 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 IRRIGATION 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 A ND 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 SPECIFICA11ON 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 SUBSTITUTIONS 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 2" 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 RECREATION AND PARKS DEPARTMENT WITH SAMPLES AND /OR PRODUCT LITERATURE FOR REVIEW AND APPROVAL OF THE FOLLOWING: A. MULCH: 3, 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 LODGE POLE PINE. FREE OF KNOTS, HOLES, CROSS GRAIN, 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 HERBICIDE: FOR ALL ON -GRADE GROUND COVER AND SHRUB 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. w m} z oV) to Z 5- w w� w o C13 0 J a- Ln CD PI 0 I SLOPE Y9THN A L.AN75CAPE AREA SHALL BF FR7M MANIlFACTLRER AM TYPE TO BE TOHAIZ45 STREET WTH 2% MNIHIM NO 4-1 MA)14K BY R5C4;fATIoN AND PARKS DIRECTOR 5TREPTSGAPE 5EGTION NOTE; EI Ham+Cm MOMPOIT LOCoATI N6011h) (STANDARD TYPE SIDEWALK) G! WATER PROOEINS NOTES! (RAISED PLAN7ER5 AND R ETAININ& WALL5) I. PROVIDE POSITNT DRANA6E M MINI" TO 4.1 HNC} N ALL FLL AREAS. 2.4D' oO1 o HIDE CONCR M MOH STRIP 15 RIS34W FOR ALL LAM AREAS A04ACM TO PROPOSEI7 OR EXISTN6 HALL MR 5. ALL mAMUA LS LW MALL BE WN AiD PTlff FROM CITY STANDARD 51�T L -IL DETAIL N. LT1015, 3. KALL NMTSR PROOFN6 S R15200 PER CTP( 5TAIOARD 6. IF CLIMES AND OR CAINiUTT6l FOR LAI1250AM CENTER MEDIANS SHEET L -11, DUAL M ARE NDT EICSTN5 SEE APPROVED CNL 915BEERNS DR**W 4. ANY MD ALL C "SAP SHALL BE APPROVED BY THE REiRFJATiON AND PARKS D1REfiTOR PRIOR TO if 91MATION. T. 44' !1121) MN PLANTW AMA I'C". CITY OF BAKERSFIELD REVISIONS LANDSCAPE DETAILS FOR MEDIAN ISLAND PARKWAY, WATERPROOFING PLANTER WALL, AND RETAINING WALLS STANDARD PLAN NO. SHT 9 OF 14 APPROVED RCE XX)= DATE L -/ THE OB.:CTNr 15 TO SOFTEN THE VT54JAL IMPACT OF A FENCE OR WAU-M F•RONTA6E. pLANT MATERRIAL SHALL. HE 5ELECTEp TO FROJTDE A PL.EASNG LAN125CAPE WITH LON MAINTENANCE REYAl1REFENTS. LANDV-APE PLANT MATERIAL COP'61NATIOW SMALL BE RLVI&W ANm APPROVW 5Y CITY PARKS DIV154ON. A 5EPARATE AAJTOMATIC IRRIGATION 5Y5TEM 15 RECIUIREI]. OR MA5ONW NLALL YIDTH VARIE5 R/1 IST1 M �. � NoTm: I. Allmy 50l AMDV M AS VIM sm MT. 2 ALL flIM5 SIYHl BE STAN"RH 40' 00" VIA, IM1LL� IJ -Y/ v t9CL iP MAM Lwa FDLE PEE 1181711E 11118 " \ 1. BON C RIMA GOVERN P OR ORLL SITE I :• I •:r 6 • OR v INTERSECTIONS O' -6' WIDE LANDSCAPE PLANTING (5MA3 ONLY) CONCRETE CLmmWrfER 5'. WIDE LAINp APE PLANTING AREA (TRt�'5HWJB5) DRIwy 510EHALKj(ATIDN_ N75 2 901TIAWREOMELAEN73 I. AIQA PITN'NAN DACK OF SVDV4 K AM WLL 3. ALL 6N101ltb GWOt 9NV.1 BT: IICJIB'!D Alb T. NO CLM61G Vm SMALL N Ump TO S RM P&N.L OR !RICE. OR rima AT PROPERTY LIE SINLL EC AFF07V1W ffY GTY PARKS MOM CAL- IFORNIA LAND -C.N'W v FRONTAGE 15 1 t".1l6 THAII 100 4. ALL FLARM ISH4l6. IMW SHALL IMVE AN a, Np LANDBCAPE MROVDwm VAIL Be LJ49Al! FI=T, TNe AAN'U Bnrm1 PENCrRrw.L Atb MWE A L VAOLOL DAfAC Q CURD SNMLL 111G1VC GONCAQTB. s. UNIH6ATM SM7W SHALL 1MVL A IEPAM12 ALLomw Alp e4W.M a SDDLALK SINLL B[ EX1L m Tp THE FAIL! OP POLL POM sw OR 2 Atmm C404K MY w mw ONLY pom POINT OF C ON WTIM D16TAHM BErrM BACK OF SbDYLK AND PO Z 6. so= AID IN= SWILL E! 9PACt9 NO PRIl 9" FR011TABE 15 LE66 THAN WO LSEAL MW A6 MEAEIII® FARALM TO M AVJWA T E4:4 WS W . CL09L'R THM J5 TWK RLL D APE AT -Itlt TY. WINANT. 5. ROOT o1w awmt EI Kam me TIE THEE mm IS 4. i SRE THE GRADE ON THE LOT 5DE OF THE WLL 5116FEX TlICX GOMGI�TP Y THk 5.0 ftM at L IW WN ANY HW 5UEAGE. PLACE EAIltilkit GSTANGE VARlCS PROM* 5 . SAE CITY STAMW SHEET L-4 DETAL 61 PARAU& ALONG THE EPEE Cr HAW %NAM FAR HATER PROOFING SITS. SECTION BLOCK KAL 6. PLAIM TA'A.4ET •�IAU M nA= 20' DOW MM Fb- Cti'( STAIDRRD SHEET L -N, MAL N 4 N FNt5H93 GRADE EM WM FaWAr#A AG PQLOPlk 6, ANY AID ALL CHA NSM 1 "1% 5TWW MAL SHEE 4i . • I - TAELET FM 16AL 0.14 U . PRIOR TO COI6TIIICTION s - TAALETS PER 5 @AL. M -4 Q AGGOGF N ITH 1. ALL CONG�TE SHALL BE CLAM B' IN RDNI R�� �� PkJ►51SL 6 - TAaZ* F9t 5 GAL 06.8 U ® STAAOVYID SPSCFHCATION, AND AS APPROVED BY TIE R15C EATTON 4 - TM ETS FIR 20 (OEM WX ROOT --alm- NSTALL ROUT B14t11et APP11 "BY THE RXIMATIOM AND PARKS DI CWIL PAIRS Plat OWF FLAKIM TAKIFIS d. ALL LAwYAPE NEALLATIOM SIALL BE N ACGOIDNU MH WAVAGNR9i5 M MOTE 6) afY STANWMA MANFAM1615IS OMI' IVAATIM AIDMOTM STC~Tkft 2p OF T1E STAHDA IV 9 9ZIMGATO& TTUM eNTIN6 WITH RDOTWARD 4. All PNTMAL L5® 5HALL BE 164 AID FREE "W" TIM NI FI ED a. sM APPNp+1EP LA DSCAPEMIGA N PLANS MR & PLAYGROUND SIDEWALK g v U ES EL Z 0 v3 s I SLOPE Y9THN A L.AN75CAPE AREA SHALL BF FR7M MANIlFACTLRER AM TYPE TO BE TOHAIZ45 STREET WTH 2% MNIHIM NO 4-1 MA)14K BY R5C4;fATIoN AND PARKS DIRECTOR 5TREPTSGAPE 5EGTION NOTE; EI Ham+Cm MOMPOIT LOCoATI N6011h) (STANDARD TYPE SIDEWALK) G! WATER PROOEINS NOTES! (RAISED PLAN7ER5 AND R ETAININ& WALL5) I. PROVIDE POSITNT DRANA6E M MINI" TO 4.1 HNC} N ALL FLL AREAS. 2.4D' oO1 o HIDE CONCR M MOH STRIP 15 RIS34W FOR ALL LAM AREAS A04ACM TO PROPOSEI7 OR EXISTN6 HALL MR 5. ALL mAMUA LS LW MALL BE WN AiD PTlff FROM CITY STANDARD 51�T L -IL DETAIL N. LT1015, 3. KALL NMTSR PROOFN6 S R15200 PER CTP( 5TAIOARD 6. IF CLIMES AND OR CAINiUTT6l FOR LAI1250AM CENTER MEDIANS SHEET L -11, DUAL M ARE NDT EICSTN5 SEE APPROVED CNL 915BEERNS DR**W 4. ANY MD ALL C "SAP SHALL BE APPROVED BY THE REiRFJATiON AND PARKS D1REfiTOR PRIOR TO if 91MATION. T. 44' !1121) MN PLANTW AMA I'C". CITY OF BAKERSFIELD REVISIONS LANDSCAPE DETAILS FOR MEDIAN ISLAND PARKWAY, WATERPROOFING PLANTER WALL, AND RETAINING WALLS STANDARD PLAN NO. SHT 9 OF 14 APPROVED RCE XX)= DATE L -/ THE OB.:CTNr 15 TO SOFTEN THE VT54JAL IMPACT OF A FENCE OR WAU-M F•RONTA6E. pLANT MATERRIAL SHALL. HE 5ELECTEp TO FROJTDE A PL.EASNG LAN125CAPE WITH LON MAINTENANCE REYAl1REFENTS. LANDV-APE PLANT MATERIAL COP'61NATIOW SMALL BE RLVI&W ANm APPROVW 5Y CITY PARKS DIV154ON. A 5EPARATE AAJTOMATIC IRRIGATION 5Y5TEM 15 RECIUIREI]. OR MA5ONW NLALL YIDTH VARIE5 R/1 IST1 M �. � NoTm: I. Allmy 50l AMDV M AS VIM sm MT. 2 ALL flIM5 SIYHl BE STAN"RH 40' 00" VIA, IM1LL� IJ -Y/ v t9CL iP MAM Lwa FDLE PEE 1181711E 11118 " \ 1. BON C RIMA GOVERN P OR ORLL SITE au 8 D GEI 6 mw 511E AND NSTALL"MIX STAB OR T- XVFIMCW4 INTERSECTIONS O' -6' WIDE LANDSCAPE PLANTING (5MA3 ONLY) CONCRETE 1TE 1 i Ht<. 5' DEHALK VARIES SHY .LL OF _ 14_ CITY OF BAKERSFIELD TYPICAL LANDSCAPE WALL OR FENCE SCREEN APPROVED .... 6DA REVISIONS STANDARI PLAN NO. L -13 6 !4 NoTm: I. Allmy 50l AMDV M AS VIM sm MT. 2 ALL flIM5 SIYHl BE STAN"RH 40' 00" VIA, a vem MOW ssTRIP t9CL iP MAM Lwa FDLE PEE 1181711E 11118 " 07/97 1. BON C RIMA GOVERN iRf STARS RROH ALL PLAM MATM& DT3AV8197 TO THE au 8 D GEI lu ` mw 511E AND NSTALL"MIX STAB o.cwa 8.10 T- XVFIMCW4 INTERSECTIONS O' -6' WIDE LANDSCAPE PLANTING (5MA3 ONLY) CONCRETE CLmmWrfER 5'. WIDE LAINp APE PLANTING AREA (TRt�'5HWJB5) DRIwy 510EHALKj(ATIDN_ N75 2 901TIAWREOMELAEN73 I. AIQA PITN'NAN DACK OF SVDV4 K AM WLL 3. ALL 6N101ltb GWOt 9NV.1 BT: IICJIB'!D Alb T. NO CLM61G Vm SMALL N Ump TO S RM P&N.L OR !RICE. OR rima AT PROPERTY LIE SINLL EC AFF07V1W ffY GTY PARKS MOM CAL- IFORNIA LAND -C.N'W v FRONTAGE 15 1 t".1l6 THAII 100 4. ALL FLARM ISH4l6. IMW SHALL IMVE AN a, Np LANDBCAPE MROVDwm VAIL Be LJ49Al! FI=T, TNe AAN'U Bnrm1 PENCrRrw.L Atb MWE A L VAOLOL DAfAC Q CURD SNMLL 111G1VC GONCAQTB. s. UNIH6ATM SM7W SHALL 1MVL A IEPAM12 ALLomw Alp e4W.M a SDDLALK SINLL B[ EX1L m Tp THE FAIL! OP POLL POM sw OR 2 Atmm C404K MY w mw ONLY pom POINT OF C ON WTIM D16TAHM BErrM BACK OF SbDYLK AND PO Z 6. so= AID IN= SWILL E! 9PACt9 NO PRIl 9" FR011TABE 15 LE66 THAN WO LSEAL MW A6 MEAEIII® FARALM TO M AVJWA T E4:4 WS W . CL09L'R THM J5 TWK RLL D APE AT -Itlt TY. WINANT. SHY .LL OF _ 14_ CITY OF BAKERSFIELD TYPICAL LANDSCAPE WALL OR FENCE SCREEN APPROVED .... 6DA REVISIONS STANDARI PLAN NO. L -13 6 !4 NoTm: I. Allmy 50l AMDV M AS VIM sm MT. 2 ALL flIM5 SIYHl BE STAN"RH 40' 00" VIA, a vem MOW ssTRIP t9CL iP MAM Lwa FDLE PEE 1181711E 11118 " 07/97 1. BON C RIMA GOVERN iRf STARS RROH ALL PLAM MATM& DT3AV8197 TO THE au 8 D GEI lu ` mw 511E AND NSTALL"MIX STAB o.cwa 8.10 T- XVFIMCW4 INTERSECTIONS 3. 0001511111167 mm A5 RBA TO 5ECM PLAM15 STABEITY NOTE-5- I. CONSTRUCT A DIMP SCORE JOUR p') AT IMW "NO POST AND A 9.EET td 2 901TIAWREOMELAEN73 RRW GON67RGTION N5TALLATM NSTALL TR&S ALM PER SEC 17081750E CAL- IFORNIA i. 4. ARBOR VE MV OR APFIV" E IAL 151E1iw'IED AI"o a OF PLANTER 4. J • All TIe m PLANIEB N LAYN Ate. FOOTN6 PlNr9 ED GRADE MO AMIACEHT TO PLANT IL 5. ROOT o1w awmt EI Kam me TIE THEE mm IS 4. i SRE THE GRADE ON THE LOT 5DE OF THE WLL 5116FEX TlICX GOMGI�TP Y THk 5.0 ftM at L IW WN ANY HW 5UEAGE. PLACE EAIltilkit GSTANGE VARlCS PROM* 5 . SAE CITY STAMW SHEET L-4 DETAL 61 PARAU& ALONG THE EPEE Cr HAW %NAM FAR HATER PROOFING SITS. SECTION BLOCK KAL 6. PLAIM TA'A.4ET •�IAU M nA= 20' DOW MM Fb- Cti'( STAIDRRD SHEET L -N, MAL N 4 N FNt5H93 GRADE EM WM FaWAr#A AG PQLOPlk 6, ANY AID ALL CHA NSM 1 "1% 5TWW MAL SHEE 4i . • I - TAELET FM 16AL 0.14 U . PRIOR TO COI6TIIICTION s - TAALETS PER 5 @AL. M -4 Q AGGOGF N ITH 1. ALL CONG�TE SHALL BE CLAM B' IN RDNI R�� �� PkJ►51SL 6 - TAaZ* F9t 5 GAL 06.8 U ® STAAOVYID SPSCFHCATION, AND AS APPROVED BY TIE R15C EATTON 4 - TM ETS FIR 20 (OEM WX ROOT 1. ANY ANP ALL DEVIAT10M5 FROM TO STAHPAItO Up" N NSTALL ROUT B14t11et APP11 "BY THE RXIMATIOM AND PARKS DI CWIL PAIRS Plat OWF FLAKIM TAKIFIS d. ALL LAwYAPE NEALLATIOM SIALL BE N ACGOIDNU MH WAVAGNR9i5 M MOTE 6) afY STANWMA MANFAM1615IS OMI' IVAATIM AIDMOTM STC~Tkft 2p OF T1E STAHDA IV 9 9ZIMGATO& TTUM eNTIN6 WITH RDOTWARD 4. All PNTMAL L5® 5HALL BE 164 AID FREE "W" TIM NI FI ED a. sM APPNp+1EP LA DSCAPEMIGA N PLANS MR b r Fb. $W 10 OF w w FWALM TFU lRw IM STAKE5 SIPPORT M2464 Olt AMW^W _ 2 - STAMW IBM WTE 02 AM DUAL J) f\ SHM TRW oyjw MAR SAM WIN 40 EM I / +fir Cm" OF TM TO BE or OW Awm ra mememoll" �\ i\ ,ice WTE NO mm %ME to CITY OF BAKERSFIELD Ulm MM . �. I 1 DETAIL OR ' S%V;LUB PLANTING AMOVIED A= 6(1.8m) WTHOUT PARKING (ALMYS USED ON ARTERIALS RCE XXXXX AND COLLECTORS) �-� A= 11'(16m) ON PARKNC )i _ J 1 i A - AlAX1111W -- r -_ - -- ENLROAaAIFNT GATE STANDARD PLAN NO. L -10 Ofsov _71505 60 (1RN) R/W 25 MPH (40 ATmA) 76'(2kn) Rj1Y 55 APH (90 km/h) 90 (27m) R/W 65 MPH (105 lo"A) 110'(•un) R/W 65 AAPN (115 AmAh) CENTERLA1E OR 3(a9hl) -j Row LRNE S P= C -10 F"IUP ! D=5 r r C =I.B4 M117 /h I (aft) Dx -ZlYT 061ANIT S--oW 1CA.1 S°EEO (85th PFRCENMf) W #F NOT 0010V DE9CN SPEED OM NW STR£ET (99NT M A-55LWS AN EYE AT l5(1.0511) tfOIT LOG W.' AT AN OMCT AT 4.25(1.28m) HEt6N,T) CONTROLLED INTFRSECTION aff LAC _ TBrr) 1871)! NO O85TRUCIm TO AKITLP ;f19Ctf i coIfW HEW OV EXCESS OF WE FEEL H;af -R THAN ROKNE W 4 qS AREA. ffNrLiNTRQ(,{,�� JIV TFRSFGTION CENfmrw FWZ iGHAN LIW FENCE OR HOOD FENCE 05' RAD. MWV ID. ( I TYPK,AL ALL SDES (SEP NOTE 03) 4O' 40' F.6. fTLI2F (01�u1 (02&') i N OR , I / �� X91 r:4► 1� EARTH 6G •'! �� �. a vem MOW ssTRIP AREAS STANDARD 07/97 1. BON C RIMA GOVERN SIGHT DISTANCE au 8 D GEI ATM UNCOR1MED REQUIREMENTS FOR o.cwa 8.10 T- XVFIMCW4 INTERSECTIONS SCALE NTs NOTE-5- I. CONSTRUCT A DIMP SCORE JOUR p') AT IMW "NO POST AND TYPICAL TOP Sm 9.EET td 2 901TIAWREOMELAEN73 APPROVED CITY 01= BAKERSFIELD (SEE NOTE OOW 4 PER SEC 17081750E CAL- IFORNIA T -11 Tit ANO"AL COX aTr .GNE[7s Ptl(�6C WORKS •SPAR NT D • -_ FOOTN6 PlNr9 ED GRADE MO AMIACEHT TO PLANT IL CENfmrw FWZ iGHAN LIW FENCE OR HOOD FENCE 05' RAD. MWV ID. ( I TYPK,AL ALL SDES (SEP NOTE 03) 4O' 40' F.6. fTLI2F (01�u1 (02&') i N OR , I / �� X91 r:4► 1� EARTH 6G •'! �� �. a vem MOW ssTRIP � MOW STRIP AT CHAIN LINK •� FENCE AD P400 ZEENGE �, r In {01181 VED NA7Ef�R00FN6 OR FENCE (Oa,J COpACTED EARTH TAI AYLZROUND 510E1eiALK ON LO Z 0 LOT 05' RAU. (15m%) ORAVE NOTE-5- I. CONSTRUCT A DIMP SCORE JOUR p') AT IMW "NO POST AND TYPICAL TOP Sm EVERY 5' (4ANR) ON ALL ONN CONG FE WAGES. Ix 2 ALL ARM TO RECEIVE CONCRETE SHALL ff COWACTED TO (SEE NOTE OOW 4 4CS RELATIVE DENSITY FOR A V" OF 05' (EO W OR AS (omw 6OWACTED APPROVED by T1E TdCREATION Atli PARKS OMTOR EARTH GRADE 3. TOP OF HOH 51WP SHALL It WOW A0YE FN&W • GRADE *0 ADJWW TO TIRF AND 20' WnW ABOVE FOOTN6 PlNr9 ED GRADE MO AMIACEHT TO PLANT IL CUP . ' 4. i SRE THE GRADE ON THE LOT 5DE OF THE WLL 5116FEX TlICX GOMGI�TP Y THk THAN TIE ORAIDE ON TIE STREET 9DE OF THE HALL, HAT15t S7RIP PROM* 5 . SAE CITY STAMW SHEET L-4 DETAL 61 i FAR HATER PROOFING SITS. SECTION BLOCK KAL 5. A 40116,21W HIDE LONG M HON SW IS REOLSW FOR ALL LAW AREAS ADJAGA3fT TO AN E>a5TR16 DR PROPOSE f�iGF/HALL OR FENCE Cti'( STAIDRRD SHEET L -N, MAL N 4 N Q : t ' • ` A 6, ANY AID ALL CHA NSM 1 "1% 5TWW MAL SHEE 4i . • SHALL W APPROVED BY THE RECREATION AND PARKS DIRECTOR p ems, . . r A . �.' PRIOR TO COI6TIIICTION W. • AGGOGF N ITH 1. ALL CONG�TE SHALL BE CLAM B' IN RDNI R�� �� PkJ►51SL CITY STANDARDS, Tit LATEST EDITION OF SECTION T3 OF THE ® STAAOVYID SPSCFHCATION, AND AS APPROVED BY TIE R15C EATTON 5TRIP AT AND PAM DIRECTOR QMOW WALL AND FENCE a. MON STRIP ALM HALL SW41 NOL87E PI.ASTM 4. MON STWP SHALL BE NSTALLM AT ALL PROP! W LItS. CITY OF BAKERSFIELD REVISIONS m DETAIL FOR CONCRETE MOW STRIPS 73 & PLAYGROUND SIDEWALK g v STANDARD PLAN NO. SHT -LL- OF 14 APPROVED RE XXXXX DATE s �ES z Cr ES w _Z Z w J U C7 Z } (Y Ln (/J z J O Z a O J M 1` In H CA 0 I z J J Z 0 O z Do X (o Ix F ■A � Z oc J Z 0 too < J i Z Z C) -i Q LLI U Z lLl Dop Ow U U �0 v~ LU zLU co co ED U N (t C5 �W m L[U 7 73 b y J a U c c- QI 9 W F W � Z a J CL z J J Z 0 X (o F ■A L5 Z oc J con WD0Lq 0 a i Z Z C) ui oc F- W Q Z CL Ow U U a v~ LU m co m U J C5 �W 7 g v U ES EL Z 0 v3 s LLj o Ln �o 9 W F W � Go Z J CL J J Z 0 X (o F ■A Z Z oc J con WD0Lq 0 a i Z Z ui oc F- W Q Z CL Ow w a v~ LU m co U J CL �W 7 g v 9 W F W � I L ' I N 00 38 CIDI I I I ii4 N4 1' �N ! w N CD O J PHASE 2 39 60 � I- z w D > 01 - m 0 PROPOSED TRACT WALL a ❑❑ � 2n n 1' 1v4 1Y4 1v4 1• �' v4 ❑ ❑ ? —r _ N N v o 0 0 0 0 0 0 0 0 0 1� n o ❑ 0 0 0 o n 4 1' 1 Y4 L 2 V4 114' 1A 1Y4' 1" 1' '4 1 A" LL 1w J E■ ■ ■ ■ ■ ■ ■ ■ ■ ■.� ■ I I ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■�■ „■.rte■■■■■■■■■ ■■■■■■■■■■■■■■■■w/.2 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� 0 •cam �� o A3 NOTES. _ j ■ I 1 PIPING VALVES ETC SHOWN WITHIN PAVED AREAS • • 1 1 Al 1" 27 ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE 00 I FUTURE MEDIANS 2n I��!/ 1' 26 FA21 INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 1 I __ W 1' 7 Z. DR IP EMITTERS SE T BACK 24" OFF HARDSCAPE. OLD R I V E R ROAD U) �------------------------ - - - - -- - --- - - - - -- - --------------- - - - - -- m LL1 p_ - -- 11 +I00 ■ 12 +00 13+00 Z LO - _ - - - i- - - - - - T -- _ _ - s 14+00 i Cfl J J > PHASE 2 61 z W NOTE CONTRACTOR SHALL FURNISH AND INSTALL 110V POWER TO THE > D ELECTRICAL METER PEDESTAL AND IRRIGATION CONTROLLER AT THIS OAPPROXIMATE LOCATION AND ACTIVATE. J no LOCATE IRRIGATION EQUIPMENT IN PLANTING AREA. W Q ❑ PROPOSED TRACT WALL 0 0 2" — 2" — — — II■ ■� ■ • "■ • N T N 2 JII 2" F- 0 0� 0 INSTALL EZ -FLO W FERTILIZER INJECTOR mO.C. 1 1 W Lu C) Lij L6 Z 15 +00 4. ' Yi Y4 I Ys' — — — — - - - - - - - -- ---- _.-------- - - - - -- FUTURE MEDIANS Q < FUTURE MEDIANS 12 U) STUB MAINLINE WITH BALL VALVE IN A VALVE BOX. - PULL EXTRA CONTROL WIRES (3- BLACK, 3 -RED) & i ONE COMMON WIRE FOR FUTURE IRRIGATION. -V4 N ui (n IZ LLJ Q n PHASE 1 NOTES: IRRIGATION SYSTEM IS DESIGNED FOR 66 PSI ® POINT OF CONNECTION. ASSUMED OPERATING PRESSURE = 30 PSI MAXIMUM FLOW - 50 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 SHRUB STATIONS 2 TIMES FOR 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 TREE STATIONS 2 TIMES FOR 24 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. 2” PULL EXTRA CONTROL WIRES (1B- BLACK, 18 -RED) & ONE COMMON WIRE FOR FUTURE IRRIGATION. ■ y♦ ■ ■ ■ ■ ■ ■ LABEL AND INSTALL IN JUMBO VALVE BOX. A5 A6 I I INSTALL GATE VALVE. 1' 4 I . 0 NOTES: 1. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. � I � FUTURE MEDIANS 2. DRIP EMITTERS SET BACK 24" OFF HARDSCAPE. - - - - - - - - - - - - - _ ■ - - - - 16 +00 _ - - —�_ - - - - 1 7+ 00 Ua-- - ---- - - - - - - - - - A - - - - - - ___ Q' \"- STUB MAINLINE WITH BALL VALVE IN A VALVE BOX. PULL EXTRA CONTROL WIRES (5- BLACK, 5 -RED) & FUTURE MEDIANS ONE COMMON WIRE FOR FUTURE IRRIGATION. (i OLD RIVER ROAD Al-- VALVE ID CHART NUMBER VALVE SIZE 1" 10 GALLONS PER MINUTE HMROZONE TABLE HYDRO ZONE OR HYDROZONE AREA OF SCHEDULE 40 PVC SLEEVES: AREA OF ZONE VALVE WATER HYDROZONE % OF TOTAL LS AREA HYDROZONE (1) 4" (FOR MAINLINE) RAIN BIRD 1400 SERIES USE COVERAGE SCHEDULE 40 PVC SLEEVES: COVERAGE 1 A1-A6 1 5,336 SQ. FT. 100% 1.00 W/ RWS -SOCK 5,336 SQ. FT. 100% LS AREA 1.00 HYDROZONE HIGH WATER USE: 3 MODERATE WATER USE: 2 LOW WATER USE: 1 VALVE ID CHART DTREES A2 A4 1' 17 LjaJ4 FA_ l A3 FA_ 5 A6 SHRUBS DRIP 22 � 1� 27 1° 9 1" 9 NOTE: THE HYDROZONE SETTINGS AND THE SQUARE FOOTAGE COVERED BY EACH HYDROZONE SHALL BE INSTALLED AS PROPOSED IN HYDROZONE TABLE, AND IN ACCORDANCE WITH THE APPROVED PLANS. NOTE: THE BUBBLER RUN TIME IS CALCULATED FOR THE HOTTEST DAY OF THE YEAR. ADJUSTMENTS SHOULD BE MADE ACCORDING TO THE CLIMATE CONDITIONS. CROSS OVER SLEEVE SCHEDULE: CONTRACTOR SHALL FURNISH AND INSTALL THE FOLLOWING IRRIGATION SLEEVES: (SEE IRRIGATION NOTE NO. 7, SHEET L -6) MODEL SCHEDULE 40 PVC SLEEVES: O (1) 4" (FOR MAINLINE) PSI (1) 2" (FOR CONTROL WIRES) RAID. SCHEDULE 40 PVC SLEEVES: O (1) 4" (FOR MAINLINE) RAIN BIRD 1400 SERIES (1) 2" (FOR CONTROL WIRES) ROOT WATERING SCHEDULE 40 PVC SLEEVES: O (1) 4" (FOR MAINLINE) 0.50 (1) 2" (FOR CONTROL WIRES) Of z �— O = MURFREESBORO DRIVE — - == a Q PHASE 1 0 a - –T - - + DAVIS DRIDGE AVENUE - z w U a -� - }- — BLOUNTSVILLE DRIVE - - Y pF /M w r r1r1�7 SE G 2 w ir U r W 0 —FORT SANDERS AVENUE - SUMP SHEET L -6 TRACT 6825 KEY MAP N.T.S. 0' 01 It, Of Iw �I D J O I if J ILLJ w 2 DRIP IRRIGATION LEUEND: THE IRRIGATION EQUIPMENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL. KEY QTY MANUFACTURER /SERIES MODEL HEAD TYPE NOZZLE PATTERN PSI GPM RAID. REMARKS Q 40 RAIN BIRD 1400 SERIES RWS ROOT WATERING 1402 BUBBLER 30 0.50 - INSTALL TWO BUBBLERS PER TREE, TYP. 150 -PEB SERIES) THE SAME SIZE AS VALVE 0 EACH VALVE LOCATION. W/ RWS -SOCK BG -02 1 RAINBIRD 200 -PEB IRRIGATION MASTER CONTROL VALVE, NORMALLY CLOSED. MASTER VALVE WIRES TO 2' SEE PLAN & DETAIL J, SHEET L -7. W/ SOLADA BE INSTALLED IN A 1 1/2' SCHEDULE 40 CONDUIT TO THE CONTROLLER. SYSTEM 5ww 1 1/2' FLOW SENSOR. INSTALL PER MANUFACTURER'S SPECIFICATIONS. ©� 274 RAINBIRD 1804 SAM PRS POP -UP/W PCN BUBBLER BUBBLER PCN -25 TRICKLE 30 0.25 - INSTALL ONE BUBBLER PER SHRUB, TYP. SEE DETAIL D SHEET L -7. CONTROLLER. OPERATING FLOW RANGE FOR FS150P IS 5 - 100 GPM. HUNTER PCB BUBBLER NOZZLES NOZZLE 1 BADGER 2' RECORDALL M -170 CONTRACTOR SHALL FURNISH AND INSTALL 2" WATER METER AS THE IRRIGATION POINT OF CONNECTION. (OPERATING FLOW RANGE 2 -170 GPM) 2' , NOTES: 1. INSTALL TREE BUBBLERS WITHIN SPECIFIED WATERING BASIN IN TURF AND GROUND COVER AREAS. 2. CONTRACTOR SHALL DOCUMENT 30 PSI 0 EACH VALVE AND SUBMIT AND FAX TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 0 (661) 852 -2120 FOR APPROVAL. IRRIGATION EQUIPMENT LEGEND: THE IRRIGATION EQUIPMENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL KEY QTY MANUFACTURER MODEL DESCRIPTIONS/1REMARKS SIZE AUTOMATIC CONTROL VALVES WITH I.D. TAGS (SEE DETAILS M & L -6, SHEET L -7). 6 RAINBIRD 100 -PEB INSTALL A SCH. 80 PVC UNION (SPEARS 1897 SERIES) & BALL VALVE (SPEARS 12122 1' & 1 1/ ' z V-)Lo 150 -PEB SERIES) THE SAME SIZE AS VALVE 0 EACH VALVE LOCATION. ©1 1 RAINBIRD 200 -PEB IRRIGATION MASTER CONTROL VALVE, NORMALLY CLOSED. MASTER VALVE WIRES TO 2' W/ SOLADA BE INSTALLED IN A 1 1/2' SCHEDULE 40 CONDUIT TO THE CONTROLLER. 5ww 1 1/2' FLOW SENSOR. INSTALL PER MANUFACTURER'S SPECIFICATIONS. ©� 1 RAINBIRD FS150P FLOW SENSOR WIRES TO BE INSTALLED IN A 1 1/2' SCHEDULE 40 CONDUIT TO THE CDCD CONTROLLER. OPERATING FLOW RANGE FOR FS150P IS 5 - 100 GPM. 1 BADGER 2' RECORDALL M -170 CONTRACTOR SHALL FURNISH AND INSTALL 2" WATER METER AS THE IRRIGATION POINT OF CONNECTION. (OPERATING FLOW RANGE 2 -170 GPM) 2' WATER METER U U ESP- 24LXMEF FURNISH, GROUND AND INSTALL PER MANUFACTURER'S INSTRUCTIONS (1) 24- STATION WITH ETC -LX CONTROLLER WITH (1) KCPCSA -24 BOARD & GROUNDING ROD IN (1) VIT -TL SB225S mm DA 1 RAINBIRD ET MANAGER & CONTROLLER ENCLOSURE (SEE DETAILS L -7 & F, SHEET L -7). CONTRACTOR SHALL 24 STA. FLOW SMART FURNISH 110 VOLT ELECTRICAL POWER ACCESS TO THIS LOCATION AND ACTIVATE MODULE CONTROLLER (SEE PLAN). SIZE SPECIFIED TO ACCOMMODATE FUTURE IRRIGATION. U STRONG BOX SBBC -45SS FURNISH AND INSTALL 2' BACK FLOW PREVENTER WITH STRONG BOX SBBC -45SS ®' 1 FEBCO 825Y BACKFLOW ENCLOSURE AND THERMAL BLANKET VIT PBB -75HP PER MANUFACTURER'S 2' Of POLAR -PARKA VIT PBB -75HP SPECIFICATIONS. SEE DETAIL G, SHEET L -7. (OPERATING FLOW RANGE 2 -240 GPM) ww a_ 110V POWER SHALL BE PROVIDED BY OTHERS TO THIS APPROXIMATE LOCATION - - - �Lf) (SEE PLAN). H 4 MATCO 518 518 MATCO LINE SIZE BRASS GATE VALVE FOR ON /OFF CONTROL LINE SIZE ® 2 MATCO 770 770 MATCO LINE SIZE PVC BALL VALVE LINE SIZE 4 RAINBIRD 44 LRC /TSJ -18" WICK COUPLER VALVE WITH TSJ -18'. INSTALL IN AMETEK 10" ROUND VALVE BOX (TYP). NO 1 EZ -FLO EZ010 -HC 10 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN 36'X24 "X24' VALVE BOX - SYMBOL V) Ln IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L APPROVED) s> f14 AWG CONTROL WIRES, #12 AWG COMMON VARE, ROUTE WITH MAINLINE ww COLOR OF WIRES TO BE AS FOLLOW: NO COMMON WIRE - WHITE SYMBOL - AS APPROVED - CONTROL WIRE - BLACK - SPARE WIRE - RED MASTER VALVE WIRE - BLUE o FLOW SENSOR - PAIGE IRRIGATION SPEC#P7162D -A -REV 8 UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 ,o AWG /1 PAIR NO _ 3M - DBR /Y -6 WIRE CONNECTORS, USE FOR ALL WIRE CONNECTIONS - SYMBOL PRO - SERIES VALVE BOX WITH BOLT DOWN LIDS NO NDS _ 14' X 19' FOR MASTER CONTROL VALVE, FLOW SENSOR AND REMOTE CONTROL VALVES _ SYMBOL 10" ROUND FOR GATE VALVES AND QUICK COUPLERS JUMBO SIZE BOX FOR WIRE PULL BOX PVC PIPE SCH. 40 PVC IRRIGATION MAIN LINE - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L -6 SEE PVC PIPE SCH. 40 PVC IRRIGATION LATERAL - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L -6 SEE PLA _ - - - PVC PIPE SCH. 40 PVC IRRIGATION SLEEVE - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L -6 SEE PLAN REFER TO SHEET L -1 FOR GENERAL NOTES REFER TO SHEET L -6 FOR IRRIGATION NOTES REFER TO SHEET L -7 FOR IRRIGATION DETAILS REFER TO SHEET L -8 FOR SPECIFICATIONS SCALE: 1" = 20' 20 10 0 20 40 T z a z a z V-)Lo 5ww CDCD 0 0 U U mm 00 U U of Of ww a_ a_ �Lf) Zz 00 V) Ln s> ww - o ,o '0'.0 N co U Q 1 =11 ®11 I I I I 21 20 1 19 1 18 1 17 1 1 PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 10 00 11 +00 - - - - - -I- - - - - -} - - INSTALL EZ -FLO FERTILIZER INJECTOR 1 W 2 2 2 BI - 1" 15 - -- 'A' 12 +00 NOTE: CONTRACTOR SHALL FURNISH AND INSTALL 110V POWER TO THE ©i ELECTRICAL METER PEDESTAL AND IRRIGATION CONTROLLER AT THIS DAPPROXIMATE LOCATION AND ACTIVATE. E LOCATE IRRIGATION EQUIPMENT IN PLANTING AREA. 13+00 - 1E x X - -X x X x 3E -- -- - -- I I I I I I I I SUMP 23 I I !I I If I TRACT 6536 I BOUNDARY LINE i % I -- -- -- -- -- -- -- -- -- -- -- -- - -� -- -- -- -- -- -- -- -- -- -- - -- TRACT 6825 I , SUMP TRACT 6825 SHEET L -6 KEY MAP N.T.S. NOTES: IRRIGATION SYSTEM IS DESIGNED FOR 56 PSI 0 POINT OF CONNECTION. ASSUMED OPERATING PRESSURE = 30 PSI MAXIMUM FLOW - 15 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 SHRUB STATIONS 2 TIMES FOR 5 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. DRIP IRRIGATION LEGEND: THE IRRIGATION EQUIPMENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL. SCALE: 1 " = 20' 20 10 0 20 40 NOTE: THE BUBBLER RUN TIME IS CALCULATED FOR THE HOTTEST DAY OF THE YEAR. ADJUSTMENTS SHOULD BE MADE ACCORDING TO THE CLIMATE CONDITIONS. z }o- P NAMA LANE NOZZLEPATTERN HYDRO PSI _ -- ` RAID. RA REMARKS KEY QTY VALVE _ COVERAGE PCN COVERAGE 2 B1 1 1,340 SO. FT. 100% INSTALL ONE BUBBLER PER SHRUB, TYP. ©1 57 RAINBIRD 1804 SAM PRS POP -UP/W BUBBLER BUBBLER PCN -25 TRICKLE 30 0.25 ESP- 8LXMEF WITH ETC -LX ET MANAGER & FLOW SMART MODULE SEE DETAIL D , SHEET L -7. 8 STA. © HUNTER PCB BUBBLER NOZZLES NOZZLE SBBC -45SS 825Y VAT PBB -75HP FURNISH AND INSTALL 3/4" BACK FLOW PREVENTER WITH STRONG BOX SBBC -45SS BACKFLOW ENCLOSURE AND THERMAL BLANKET AT PBB -75HP PER MANUFACTURER'S SPECIFICATIONS. SEE DETAILS G & L -4, SHEET L -7. 3/4' fy 1 STRONG BOX FEBCO POLAR -PARKA 110V POWER SHALL BE PROVIDED BY OTHERS TO THIS APPROXIMATE LOCATION (SEE PLAN). - ❑E } I 518 518 MATCO LINE SIZE BRASS GATE VALVE FOR ON /OFF CONTROL - - - - 0w - MURFREESBORO DRIVE - - -� MATCO 33 DLRC BRASS QUICK COUPLER VALVE WITH TSJ -12. INSTALL IN RAINBIRD ROUND VALVE BOX (TYP). 3/4" L 1 RAINBIRD EZ010 -HC 10 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN 36'X24'X24" VALVE BOX - NO SYMBOL Q PHASE 1 EZ -FLO IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L APPROVED) #14 AWG CONTROL WIRES, #12 AWG COMMON WIRE, ROUTE WITH MAINLINE COLOR OF WIRES TO BE AS FOLLOW: COMMON WIRE - WHITE CONTROL WIRE - BLACK SPARE WIRE - RED MASTER VALVE WIRE - BLUE FLOW SENSOR - UNDERGROUND OCOMMUNICATION CABLE SHIELDED AND ARMOR 16 AWG /1PAIR _ NO SYMBOL AS APPROVED - DBR /Y -6 WIRE CONNECTORS, USE FOR ALL WIRE CONNECTIONS - -- NO SYMBOL _ 3M _ PRO- SERIES VALVE BOX WITH BOLT DOWN LIDS 14' X 19' FOR MASTER CONTROL VALVE, FLOW SENSOR AND REMOTE CONTROL VALVES 10' ROUND FOR GATE VALVES AND QUICK COUPLERS JUMBO SIZE BOX FOR WIRE PULL BOX _ NO SYMBOL o 0 SCH. 40 PVC IRRIGATION MAIN LINE - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L -6 SEE PLAN 0 OI SCH. 40 PVC IRRIGATION LATERAL - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L -6 SEE PLAN Q PVC PIPE SCH. 40 PVC IRRIGATION SLEEVE - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L -6 � IY PVC PIPE Of x • - �- - -+ -DAVIS DRIDGE AVENUE - LLI > w w IY I � 0- w O Ln Ln Q 00 xx LL J - -�- - T- - BLOUNTSVILLE DRIVE F - W a w w Iw Y PHASE 2 ofllr w w U c o ", "S Lo -FORT SANDERS AVENUE - - -- SUMP TRACT 6825 SHEET L -6 KEY MAP N.T.S. NOTES: IRRIGATION SYSTEM IS DESIGNED FOR 56 PSI 0 POINT OF CONNECTION. ASSUMED OPERATING PRESSURE = 30 PSI MAXIMUM FLOW - 15 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 SHRUB STATIONS 2 TIMES FOR 5 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. DRIP IRRIGATION LEGEND: THE IRRIGATION EQUIPMENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL. SCALE: 1 " = 20' 20 10 0 20 40 NOTE: THE BUBBLER RUN TIME IS CALCULATED FOR THE HOTTEST DAY OF THE YEAR. ADJUSTMENTS SHOULD BE MADE ACCORDING TO THE CLIMATE CONDITIONS. NOTES: 1. CONTRACTOR SHALL DOCUMENT 30 PSI 0 EACH VALVE AND SUBMIT AND FAX TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 0 (661) 852 -2120 FOR APPROVAL. VALVE ID CHART: © SHRUBS DRIP M 1" 15 GVALVE ID CHART NUMBER VALVE SIZE GALLONS PER MINUTE WDROZONE TABLE z }o- MANUFACTURER /SERIES MODEL HEAD TYPE NOZZLEPATTERN HYDRO PSI GPM RAID. RA REMARKS KEY QTY VALVE USE COVERAGE PCN COVERAGE 2 B1 1 1,340 SO. FT. 100% INSTALL ONE BUBBLER PER SHRUB, TYP. ©1 57 RAINBIRD 1804 SAM PRS POP -UP/W BUBBLER BUBBLER PCN -25 TRICKLE 30 0.25 ESP- 8LXMEF WITH ETC -LX ET MANAGER & FLOW SMART MODULE SEE DETAIL D , SHEET L -7. 8 STA. © HUNTER PCB BUBBLER NOZZLES NOZZLE SBBC -45SS 825Y VAT PBB -75HP FURNISH AND INSTALL 3/4" BACK FLOW PREVENTER WITH STRONG BOX SBBC -45SS BACKFLOW ENCLOSURE AND THERMAL BLANKET AT PBB -75HP PER MANUFACTURER'S SPECIFICATIONS. SEE DETAILS G & L -4, SHEET L -7. 3/4' ®Z 1 STRONG BOX FEBCO POLAR -PARKA NOTES: 1. CONTRACTOR SHALL DOCUMENT 30 PSI 0 EACH VALVE AND SUBMIT AND FAX TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 0 (661) 852 -2120 FOR APPROVAL. VALVE ID CHART: © SHRUBS DRIP M 1" 15 GVALVE ID CHART NUMBER VALVE SIZE GALLONS PER MINUTE WDROZONE TABLE HYDROZONE HIGH WATER USE: 3 MODERATE WATER USE: 2 LOW WATER USE: 1 N1 THE HYDROZONE SETTINGS AND THE SQUARE FOOTAGE COVERED BY EACH HYDROZONE SHALL BE INSTALLED AS PROPOSED IN HYDROZONE TABLE, AND IN ACCORDANCE WITH THE APPROVED PLANS. 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 -MATIC HEADS AT ALL LOW SPOTS ADJACENT TO PAVEMENTS WHERE LOW HEAD DRAINAGE WILL CAUSE WATER WEEPING ONTO PAVEMENTS. 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 NOTIFY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR 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 WHERE 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. & 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 SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX SHALL BE 6' 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 UP TO DATE A COMPLETE "FIELD" RECORD SET OF DRAWINGS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS AND THE EXACT LOCATIONS, SIZES, KINDS OF EQUIPMENT OR LANDSCAPE MATERIAL CHANGES. THIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A RECORD SET. BEFORE THE START OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL PROVIDE ALL INFORMATION FROM THE "FIELD' RECORD DRAWINGS TO THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT WILL THEN PROVIDE: A. A CLEAN RECORD DRAWING TO BE SUBMITTED TO THE CITY OF BAKERSFIELD AS A FINAL RECORD DRAWING. B. THE CONTRACTOR SHALL STAMP AND SIGN EACH SHEET TO INDICATE "RECORD DRAWINGS AS PROVIDED BY CONTRACTOR' C. CONTROLLER CHARTS, WHICH ARE TO BE REDUCED DRAWINGS (11 "X17 ") OF THE ACTUAL RECORD DRAWINGS, REFERENCING A DIFFERENT COLOR TO INDICATE THE AREA OF COVERAGE FOR EACH CONTROL VALVE STATION. D. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE SEALED BY A PLASTIC LAMINATING PROCESS (A MINIMUM OF 10 MIL THICKNESS EACH) AND SPIRAL BOUND. 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. 15. CONTRACTOR WILL SUPPLY LAMINATED TWO (2) 1107 INCH AND ONE (1) REPRODUCIBLE AS -BUILT DRAWINGS TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 16. USE ONLY 711 PVC CEMENT AND PRIMER. 17. LABEL ALL VALVES WITH METAL TAG INDICATING CIRCUIT NUMBER AND CONTROLLER IDENTIFICATION. 18. QUANTITIES FOR IRRIGATION EQUIPMENT AND COMPONENTS APPEAR IN THE LEGEND FOR CITY OF BAKERSFIELD USE. BIDDING CONTRACTOR SHALL NOTE THAT PLAN SHALL PREVAIL WHEN VERIFYING QUANTITIES OF IRRIGATION EQUIPMENT AND COMPONENTS. 19. CONTRACTOR SHALL PROVIDE & INSTALL (2) HOT WIRES TO EACH VALVE. CONNECT ONE & THE SECOND WILL BE A SPARE (RED). WIRE FOR MASTER VALVE WILL BE BLUE IN COLOR; WIRE FOR FLOW SENSOR SHALL BE PAIGE ELECTRIC P7162D -A #16 AWG; PLACED IN 1 1/2 ". VERIFY WITH CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 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. IRRIGATION EQUIPMENT LEGEND: THE IRRIGATION EQUIPMENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES RrTWru Tur CI AN AND THE I FGFND. THE PLAN SHALL PREVAIL. z }o- HYDROZONE AREA OF DESCRIPTIONS/PlEIMARKS AREA OF HYDRO ZONE OR WATER HYDROZONE % OF TOTAL LS AREA HYDROZONE ZONE VALVE USE COVERAGE IRRIGATION MASTER CONTROL VALVE, NORMALLY CLOSED. MASTER VALVE WIRES TO BE INSTALLED IN A 1 1/2' SCHEDULE 40 CONDUIT TO THE CONTROLLER. COVERAGE 2 B1 1 1,340 SO. FT. 100% 1.00 ©1 1,340 SQ. FT. 100% LS AREA 1.00 HYDROZONE HIGH WATER USE: 3 MODERATE WATER USE: 2 LOW WATER USE: 1 N1 THE HYDROZONE SETTINGS AND THE SQUARE FOOTAGE COVERED BY EACH HYDROZONE SHALL BE INSTALLED AS PROPOSED IN HYDROZONE TABLE, AND IN ACCORDANCE WITH THE APPROVED PLANS. 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 -MATIC HEADS AT ALL LOW SPOTS ADJACENT TO PAVEMENTS WHERE LOW HEAD DRAINAGE WILL CAUSE WATER WEEPING ONTO PAVEMENTS. 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 NOTIFY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR 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 WHERE 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. & 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 SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX SHALL BE 6' 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 UP TO DATE A COMPLETE "FIELD" RECORD SET OF DRAWINGS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS AND THE EXACT LOCATIONS, SIZES, KINDS OF EQUIPMENT OR LANDSCAPE MATERIAL CHANGES. THIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A RECORD SET. BEFORE THE START OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL PROVIDE ALL INFORMATION FROM THE "FIELD' RECORD DRAWINGS TO THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT WILL THEN PROVIDE: A. A CLEAN RECORD DRAWING TO BE SUBMITTED TO THE CITY OF BAKERSFIELD AS A FINAL RECORD DRAWING. B. THE CONTRACTOR SHALL STAMP AND SIGN EACH SHEET TO INDICATE "RECORD DRAWINGS AS PROVIDED BY CONTRACTOR' C. CONTROLLER CHARTS, WHICH ARE TO BE REDUCED DRAWINGS (11 "X17 ") OF THE ACTUAL RECORD DRAWINGS, REFERENCING A DIFFERENT COLOR TO INDICATE THE AREA OF COVERAGE FOR EACH CONTROL VALVE STATION. D. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE SEALED BY A PLASTIC LAMINATING PROCESS (A MINIMUM OF 10 MIL THICKNESS EACH) AND SPIRAL BOUND. 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. 15. CONTRACTOR WILL SUPPLY LAMINATED TWO (2) 1107 INCH AND ONE (1) REPRODUCIBLE AS -BUILT DRAWINGS TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 16. USE ONLY 711 PVC CEMENT AND PRIMER. 17. LABEL ALL VALVES WITH METAL TAG INDICATING CIRCUIT NUMBER AND CONTROLLER IDENTIFICATION. 18. QUANTITIES FOR IRRIGATION EQUIPMENT AND COMPONENTS APPEAR IN THE LEGEND FOR CITY OF BAKERSFIELD USE. BIDDING CONTRACTOR SHALL NOTE THAT PLAN SHALL PREVAIL WHEN VERIFYING QUANTITIES OF IRRIGATION EQUIPMENT AND COMPONENTS. 19. CONTRACTOR SHALL PROVIDE & INSTALL (2) HOT WIRES TO EACH VALVE. CONNECT ONE & THE SECOND WILL BE A SPARE (RED). WIRE FOR MASTER VALVE WILL BE BLUE IN COLOR; WIRE FOR FLOW SENSOR SHALL BE PAIGE ELECTRIC P7162D -A #16 AWG; PLACED IN 1 1/2 ". VERIFY WITH CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 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. IRRIGATION EQUIPMENT LEGEND: THE IRRIGATION EQUIPMENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES RrTWru Tur CI AN AND THE I FGFND. THE PLAN SHALL PREVAIL. REFER TO SHEET L -1 FOR GENERAL NOTES REFER TO SHEET L -7 FOR IRRIGATION DETAILS REFER TO SHEET L -8 FOR SPECIFICATIONS V) 0 0 W" 0 �mmu �Z z V� z w nJ z r Ln Ln 0 z Q rn z }o- z MODEL DESCRIPTIONS/PlEIMARKS SIZE KEY QTY MANUFACTURER 100 -PEB AUTOMATIC CONTROL VALVES WITH I.D. TAGS (SEE DETAILS M & L -6, SHEET L -7). INSTALL A SCH. 80 PVC UNION (SPEARS # 897 SERIES) & BALL VALVE (SPEARS #2122 SERIES) THE SAME SIZE AS VALVE 0 EACH VALVE LOCATION. 1" a 1 RAINBIRD 1 yy SOLADA IRRIGATION MASTER CONTROL VALVE, NORMALLY CLOSED. MASTER VALVE WIRES TO BE INSTALLED IN A 1 1/2' SCHEDULE 40 CONDUIT TO THE CONTROLLER. 1" ©Z 1 RAINBIRD FS10DP 1" FLOW SENSOR. INSTALL PER MANUFACTURER'S SPECIFICATIONS. FLOW SENSOR WIRES TO BE INSTALLED IN A 1 1/2" SCHEDULE 40 CONDUIT TO THE CONTROLLER. OPERATING FLOW RANGE FOR FS1 DOP IS 5.4 - 53.9 GPM. 1" ©1 1 RAINBIRD Z 1 BADGER 3/4" RECORDALL WATER METER M -25 CONTRACTOR SHALL FURNISH AND INSTALL 3/4" WATER METER AS THE IRRIGATION POINT OF CONNECTION. 3/4' ESP- 8LXMEF WITH ETC -LX ET MANAGER & FLOW SMART MODULE FURNISH, GROUND AND INSTALL PER MANUFACTURER'S INSTRUCTIONS (1) 8- STATION CONTROLLER WITH (1) KCPCSA -12 BOARD & GROUNDING ROD IN (1) VIT -TL SB22SS CONTROLLER ENCLOSURE (SEE DETAILS L -7 & F, SHEET L -7). CONTRACTOR SHALL FURNISH 110 VOLT ELECTRICAL POWER ACCESS TO THIS LOCATION AND ACTIVATE (SEE PLAN). 8 STA. © 1 RAINBIRD SBBC -45SS 825Y VAT PBB -75HP FURNISH AND INSTALL 3/4" BACK FLOW PREVENTER WITH STRONG BOX SBBC -45SS BACKFLOW ENCLOSURE AND THERMAL BLANKET AT PBB -75HP PER MANUFACTURER'S SPECIFICATIONS. SEE DETAILS G & L -4, SHEET L -7. 3/4' ®Z 1 STRONG BOX FEBCO POLAR -PARKA 110V POWER SHALL BE PROVIDED BY OTHERS TO THIS APPROXIMATE LOCATION (SEE PLAN). - ❑E } 518 518 MATCO LINE SIZE BRASS GATE VALVE FOR ON /OFF CONTROL LINE SIZE 1 MATCO 33 DLRC BRASS QUICK COUPLER VALVE WITH TSJ -12. INSTALL IN RAINBIRD ROUND VALVE BOX (TYP). 3/4" L 1 RAINBIRD EZ010 -HC 10 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN 36'X24'X24" VALVE BOX - NO SYMBOL 1 EZ -FLO IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L APPROVED) #14 AWG CONTROL WIRES, #12 AWG COMMON WIRE, ROUTE WITH MAINLINE COLOR OF WIRES TO BE AS FOLLOW: COMMON WIRE - WHITE CONTROL WIRE - BLACK SPARE WIRE - RED MASTER VALVE WIRE - BLUE FLOW SENSOR - UNDERGROUND OCOMMUNICATION CABLE SHIELDED AND ARMOR 16 AWG /1PAIR _ NO SYMBOL AS APPROVED - DBR /Y -6 WIRE CONNECTORS, USE FOR ALL WIRE CONNECTIONS - NO SYMBOL _ 3M _ PRO- SERIES VALVE BOX WITH BOLT DOWN LIDS 14' X 19' FOR MASTER CONTROL VALVE, FLOW SENSOR AND REMOTE CONTROL VALVES 10' ROUND FOR GATE VALVES AND QUICK COUPLERS JUMBO SIZE BOX FOR WIRE PULL BOX _ NO SYMBOL _ NDS SCH. 40 PVC IRRIGATION MAIN LINE - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L -6 SEE PLAN 0 PVC PIPE SCH. 40 PVC IRRIGATION LATERAL - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L -6 SEE PLAN PVC PIPE SCH. 40 PVC IRRIGATION SLEEVE - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L -6 SEE PLAN PVC PIPE REFER TO SHEET L -1 FOR GENERAL NOTES REFER TO SHEET L -7 FOR IRRIGATION DETAILS REFER TO SHEET L -8 FOR SPECIFICATIONS V) 0 0 W" 0 �mmu �Z z V� z w nJ z r Ln Ln 0 z Q rn z }o- z 0 P7 r Lo I- 0) 0 I rn a '' CL O Z o0 J Z �Ln o V� Z Z Co v a� P 0 ilfzz a <CC) U to Z w W U Q Q w 3 0 ^ 0 cr W W� } CZ EO 0 Q a. m Y W D L 0 0 � �$ m W��. } m z }o- z Z J CL J Z �Ln V� Z X Co v a P 0 ilfzz a <CC) to Z CID J U Q Q w w 0 cr W V CDC> 0 Q a. m Y W D a 0 0 � J co co) U m h IL mm 0 0 U U Of x w w 0- 0- Ln Ln 00 >s w w ofllr c o ", "S Lo p w w CD � w � oD t .. I co Z J CL J Z J 0 Z X Co v a P 0 o a <CC) to Z CID J U Q Q Z 0 cr W V ac 0 Q a. m Y W D a � � J co co) U m h IL p w w CD � w � oD t .. I F ftM AMAM IV NOBw NOTES: OR ELL (ST) L` 1. THEN OWN* "M ROADWAYS OR AVNY OTHER WARD SMACt FIN&W MADE ALL B.EGiRICAI MW AND MATER LINES SHALL BE WSTALL.ED 25' a EXTRA cn (0.1W WEP N A SOMLF 40 PING SLEEVE SLEEVE SHALL BE 2 CONTROL HIRE OR APPROVED EMAL TM METER Of COM / PIPN6. ALL ELEU ICAIL C.ONOIIT � NOTE5: SMALL HAVE I'M DLL FOR NO VOLTS AND r HSL DUB FOR LOFT w I 5. ALL Ii MVION NSTALLATION SHALL W IN A=RPANGE HM VOLTAGE SEE CM 51A)VAMS SHEET L3, DETAL. N OTY STAMWM THE LATMT MMTHON OF THE GALIOIA RHRNBII6 RTC TO RMVe THE PMDSTAL NI%WW MM" CONiROL KAa 2 ► ERE THE RAMM M AWCOM NWJr;oATXN M71 M 15 IENt DMNTHE LIE HIRE t3 NR6411AM aCNItoL SPA, THE MAXIGOM CAME MIST 1NOT CODE NTO CONTACT AT THE 1 otL= mff4kx PAST NIPPLE Yrtt�ilE/IR71E WIN NTH THE POYER SUPPLY OR VALVE MNRAiFs. LOCATE THE MA P0551naK PYG - 40' (0. 81(TT) 5H=AHD TAPS N COM CABLE WAR THE MANN LIE AT A 9 MOCK FIOST M 0 0tw NAPE w" UXAlf MW AT IM 3. F MOM THAN ONE LINE I5 ISTALLED MR TMCK PROVIDE Ot LOLK 1`01 R O5' (O Fin1M H =ZONTAL NV VERTIM SLPARA7ION Wr'OND OUTSWE OMEM5 O OF EIGLOSIX MR Un %.OPE 4. ALL PVC. SOLVENT (" SHALL BE Vnl MOM 15 O MAIN LINE 1 ON MAIN LINE ONLY). Z 5. WDSC,#M AV RKWATION WROJDIM WITHIN DIE SEE DETAIL DEDICATED STREET RM6HT -OF -}NAY MAY RE ATE AN OPEN PLAN VIN 15 FOR VALVE S11W PEMN4T. UF.GK NNNTN C47Y E SPIMN5 DWARTKW IaWa4 FN�m 6ItA�E FOR R B21 4949 5. %TALLATHON - DETAL A 6. MNIBNE OPEN SflREE T OUTS ARE REG►ARED TO WALL VARWUS � MAN 7 FOGATION LIES ANDAOR MRT5, ALL STREET PATC O WHIN N LIE TIE OTY RWHT- Or-HAY SHALL BE N ACGOMDANOE WiN CM LINE BRMCK W PLAN MEIN STANDARD ST-42 OR AS DREC.TW BY THE CRY EN6IER ,TOR J� O REMOTE CoONTROL VALVE 1. ALL FtRIGATION LATERAL LNE5 SHALL EE CLASS 200 PVC.. TURF WADS S ° s �, F A LATERAL LINE 15 LOC.AIW RICER A HARD WACE, IMNA+ATION HAIUIE AT THE 5 OYL.OGK FIO5M OK NOTES: SCA IIE 40 PYG 15 RLfiOW � FOR I. USE TEFLON ON ALL THREADED JAM. 6. ALL FREE GOHEGT106 SHALL BE FATEWROOF AND AFFROVED 6. HER TH M IS A C.#MWM6E N 1411 DREGT1 K ALL RRI6ATION Tug HEAOS BY THE FWMAT1ON AND PARKS DREGTOR SPLICES HILL HOT 2. ALL NFKM SHALL EE SCMfDLLE BO M. ALL fnTVM MAIN LIES LARSER 7MMl 20' 60mj N DIMETi R H gWft �' SHALL BE 5GHEDNIE 40 PVC. PA10'+4 DRBGTOR THE APPROVED SRJC.E5 HILL REUM THE LIESAI SHALL HE SECUt>3J Nn C4WM M TMWST BLOCKS N eAC i AC.GORDNCE MM MANWACROMS RECOM6MDATM AND AS VNIMiED BY 11E RECREATION AND PARKS PMTOR 1. KWAIN 20 (OAW UPARA71M METFM1e1}M SEE CRY STNDND SHEET L-5 FOR TH OW BLOCK VETNL CONTROL VN.VE5 (GBflMM TO G ffElUV AID! Mm THAN 4. ALL MR6ATION WJ NE5 20 N 0mW N DIA OM ND LATERAL LINE 12% % LL BE SUIVILE 40 M. RRISAnom MAN.NE35 6RPATm �J MST BE ME TO FoMACE VALVE NTHOUT WW THAN 20 WmW N DI MER SHALL EE TiTE PVG WWUE 40 OR WDATION LIES OR MWW BDx APPROVED Eflirtl BY 1NE WOMATIOH AND PARKS VWTOR A. *WE PO`a6ELE LOCATE VALVES IN THE RANTER TEAS. 10. ANY AND ALL GHAWGE SHALL EE APPRWED BY THE ATHON FiH14m `� 4. ALL IRRIGATION WALLATM SHALL BE IN ALGC>NDANGE Hn AND PARKS VIRL•GTOR PRIOR TO M1fi 10TATION UTY STAWAIV%THE LATEST APPROM EDITION OF THE WKW N. ALL ObSiATiON NSTALLATION SHALL ME N ACWFDANGE NTH + Fart Lmm soamM1 No COVALT Utz 5TAH MM, THE LAIM APPPVVW WMiMON OF THE OMiFOW nw WIVS A 2000116 TO CIHY STNDND PLtMBRMb LODE HMILfAL11AA13t5 RfiGOM BDAT10115, SECTION 5T -t�.5ff ULTRAS �sc5. 20 OF THE STAMOAARD NW MGATMONL<i, AND AS DltrLI D BY THE w FOR SHALL rat %W#ZE TWATPW OR �ATHON END PARKS PWTOR TuIF IfADS s t13eAM AS PlW7W Dr TIE 12. N1 M ATEPUAL USED SHALL iE N M AHD floEE FROM MPFN�fGr1O16. N BBeLee6 � � � uu FAw� S. SEE APPROVEDD LANDSCAPE AND NH6,ATION PLANS AND LESMS LATBNL LIE R=VW FOR EACH M44rOLD OAM OF VALV%. EXTRA FOR SPSGPIG NODE. NU4� SIB, 11 NMTI7Y, YMFAGTURM r, PLAGC NRi6ATMON GCI1IRLl ' PUYE KAVW60M HUNT, Ii<gi r10 TIE NAN OMMM NO TAPE) AT 14. NO OTHER COM7UtT OR MM MAY W ALLOPW KNR TE NW LRE I& 04W MRWA8. W1i81 RHRI6AAT10N PIPIH6 OR GOHIiRDL LINE T1iaNCA1, AT 4E 4 OY.N= LOCA E H M AT TIE WK 5 oeN= Pognot DETAILS FOR REMOTE CONTROL MULTIPLE LINES CITY OF BAKERSFIELD REVISIONS STANDARD U-) 5- Ir DETAILS FOR PIPING, PLAN NO. SNIT - 6 OF _14_ APPROVED RCE x>CXXX TRENCHING, AND BACKFILL L -V I" STANDARD PLAN NO. SNIT _ -i_ OF 14 APPROVED RCE XJLXIOC PATE L -2 TOP OF VALVE BOX 25'036W Torn) TEE (55r) MaN (SEE NOTE ON EXPANSION LOOP OR ELL (ST) L` THS SHEET FOR ALL MATES. FIN&W MADE AUToMATIG COOROLLER. a EXTRA cn TOP MOUNT CONTROL HIRE OR APPROVED EMAL RE W WRY NOTE5: ® w I 5. ALL Ii MVION NSTALLATION SHALL W IN A=RPANGE HM v GOMMOH OTY STAMWM THE LATMT MMTHON OF THE GALIOIA RHRNBII6 RTC TO RMVe THE PMDSTAL NI%WW MM" CONiROL II HIRE 6A' (0.15m) SCN#DIA E !SO mff4kx PAST NIPPLE 5. ALL RRI6ATICN CaNTROLLBR viamim SHALL BE TOP MOW, . c PYG - 40' (0. 81(TT) 1. SEE APPROVw LAN75CAPE / WWIS AATWN PLANS ° n o ADD rNftEAAt7F.T? UNION Ol1NITNIIES, HMIFAGAItE6 AMP PM3eVRHAWZ 4. POURED COMM VASE - V MIL THCKNESS. EXTBD COCRETE V Wr'OND OUTSWE OMEM5 O OF EIGLOSIX MR Un %.OPE - FOR DRAINAGE. 5OE0LLP Z TO ANY TYPE OF CON6TWWTIONL SEE DETAIL 94' PLAN VIN 15 FOR VALVE NNPPLE (Tm TH5 SHEET cr %TALLATHON - DETAL A MAIL MAN 7 LIE LINE BRMCK W PLAN MEIN 5. ALL INSAATNON COMM MITES (CONTROL AID GONll40HLi SHALL L O REMOTE CoONTROL VALVE 0E14 "a UL. SBNSLE 51RND COPPER ME, TAPED AND BMW AT IV 04W NTMALS ND RACED NEAR THE IMNA+ATION HAIUIE AT THE 5 OYL.OGK FIO5M OK NOTES: SEE G" STANDARDS SHEET L-2. I. USE TEFLON ON ALL THREADED JAM. 6. ALL FREE GOHEGT106 SHALL BE FATEWROOF AND AFFROVED C13 BY THE FWMAT1ON AND PARKS DREGTOR SPLICES HILL HOT 2. ALL NFKM SHALL EE SCMfDLLE BO M. ALL fnTVM BE ALLOW LNLE56 APPROVED BY THE RECREATION AND SHALL BE 5GHEDNIE 40 PVC. PA10'+4 DRBGTOR THE APPROVED SRJC.E5 HILL REUM THE 0 %0 0�°� USE OF A SPLICE Box 5. ALL F06ATION CONTROL VALVES SHALL BE PLACED N A PLASTID RRI&ATION CONTROL. VALVE BOX 061H VALVE D TAB. THE TOP OF 1. KWAIN 20 (OAW UPARA71M METFM1e1}M THE VALVE BOX S O L BE 20 MORW BEAN RNISHED GRADE IN iWE CONTROL VN.VE5 (GBflMM TO G ffElUV AID! Mm THAN AND 20 60MR) AO ME MTV BRACE IN PiANTEt AREA. THE ONE VALVE ro NSTMIM R 11E SNE LOrATiON. PL AM FOLLONN6 VALVE BOXES ANP LDS OR APPROVED BMK MST BE ME TO FoMACE VALVE NTHOUT WW ARE OW ACCFTAfS L ANY VMATMON FOR THE AGCZ"W BOLES WDATION LIES OR MWW BDx X175 BEON MGT BE APPROVED BK THE ATM AND PARKS A. *WE PO`a6ELE LOCATE VALVES IN THE RANTER TEAS. 54NOLE VALVM NM PRO 50tIE5 14'XM• 4. ALL IRRIGATION WALLATM SHALL BE IN ALGC>NDANGE Hn GO:OW&ATED VALVE BOX NTH DOLT DOWN GOVM UTY STAWAIV%THE LATEST APPROM EDITION OF THE WKW WICK GOUPLm ND5 PRO 5amm 01 ROUND gU'EIM6 WPE ~AGM"MXMHDATM SFLTiON GOrWA6ATw VALVE 90X PATH BOLT DOMIi c-avm 20 OF ilE STNDWM SPEGMAWOAID * ViWW BY THE SIDE VIEW RECREATION ND PARKS DI WTOR WIRE PULL BOX, NDS PRO emm P x2w .01180 PtWTANEKA AR VALVE BOX MkTN BOLT DGbN C.OVM 10 ALL MAMAALS MW 9OLL BE NEW NO ftQEE FROM VEFW 5. 4. NSTALLATION OF EXTRA PWZAATiOW CO OROL NNE PROM IL ANY AND ALL CHWM6E5 SHALL BE APPRMW BY THE WREATHON MrYATION CONTROL CLOCK TO R134M CONTROL VALVE 15 AND PAWLS VVIWOR PRIOR TO M E14WATIAI R=VW FOR EACH M44rOLD OAM OF VALV%. EXTRA MIT SHALL BE A DMF iT GOLAR THAN THE ONE Maw TO 12. SEE APPPOVED L ANV5OAPE"NSAATNON PLN6 AND LESM9D5 OPERATE VALVES (ONE COLOR FOR ALL VALVE MM t ONE COLOR FOR SPEGFLG MODEL KM3t% SIZE, aLNNTI7Y, MANWAG1U M FOR ALL EXTRA wrESJ AND PEIOMa4ANCE RBM4004M. CITY OF BAKERSFIELD REVISIONS DETAILS FOR REMOTE CONTROL VALVES STANDARD U-) 5- Ir PLAN NO. SNIT - 6 OF _14_ APPROVED RCE x>CXXX DATE L -V L.IBACKFLOWI M M V MASTER VALVE s F] FLOW SENSOR 1OX PIPE 5X PIPE DIAMETER DIAMETER UPSTREAM DOWNSTREAM F EXAMPLE: IF IT IS A 2" FLOW SENSOR, IT WOULD BE 2" X 10 = 20" UPSTREAM MINIMUM; DOWNSTREAM WOULD BE 2" X 5 = 10" OF STRAIGHT PIPE MINIMUM ROADMAY / NARC15CAFE Mw 4 SLEEVE OhT-CF -WAY ONLY P (0.45W MW Wr -OFMAY LIE CONDUIT / PIPING E_LIrGTRICAL CONDUIT NOTES: 1. *0 C WWW MER ROADWAYS OR AMY OHER H4V STANFACE, AL E.EGi -4L HRW ND MATER LIES SHALL EE NSTALM 25' (01W DW N A SGHMILE 40 PVC. SLEEVE. SUM SHALL BE 2 TiFES DU C IER OF COIPUT / PM . ALL B.EGTRK,AL COD" SHALL HAVE M MIK 17U1 FOR NO VOLTS AND r MIL vLk FOR LAM VOLTAISE 2. SLEEVE SWILL EXTED to (0,3q) BEYOND iLAD aGAM ON ALL EDS 3. WROVE4M NAHI1 THE OECCAM STREET WHT-0F40AY MAY ftQME AN OPEM STREET POW CMECK NTH uTY e+elESIUMIS DEPAMUff FOR ERs 4. NNIEiE OPEN SIMI GUTS NNE MAW TO IWALL VARIOM IRH6AAATION LM AAi WOR M45 ALL S'TREE'T PAT01M WTHN THE COY Ri6MR-0F44AY SOIL BE N AGGORDNEE NTN OiY STANIXW ST-12 OR A5 DMIW BY THE ON EifiR�t 5. AVK AND ALL UAHEE5 SHALL. EE APPROVED BY THE RECREATION H ND PARKS DREGTOR PRIOR TO 14" DENTAIM 6. ALL flfG7RIGAL NSTALLA71g1 SMALL BE N AGGORDA u mm CTIY STNDARDS. MAWAG7tIM RGOOMME PA1T016, 5M71ON 20 OF THE STANDARD SPEGI<IOANOW ND A6 DItl' IW BY THE RECREATON AND PARKS DIAI'LTOR 1. ALL KATMAL MW MAL BE ND( ND Mee PROM A4mwnotLS. 8. ALL LtEGTRIG L 06TAALLATM WHIM PARKS OR PARM3, WYS SHALL BE f&`EGTW BY PUEIG NM* 4D'I I -,-fl GRAVE 9. NO OTTER COLIAT OR Fff* MAY W ALLOW NTHN ELECTRICAL OR COMM M LINE TF49M CITY OF BAKERSFIELD DETAILS FOR ELECTRICAL CONDUIT TRENCHING, SLEEVING, AND BACKFILL SHT -I_ OF 14 APPROVED DATE TOP Maw O 5TAINLE56 STM GONiROLLEIz I20 -valr S�vICE • ° p WTOMATIG , C04 ROLE AUToMATIG COOROLLER. to cn TOP MOUNT O3 OR APPROVED EMAL 14 5 6 STAINLESS 5TEEL NOTE5: ® 1. ME SUEDLLE EO PVG CON= WTN AN E 409V 5. ALL Ii MVION NSTALLATION SHALL W IN A=RPANGE HM -_ GA 5&CY G a INaME6FI I EWLO� �L STMP5 Nr1TH OTY STAMWM THE LATMT MMTHON OF THE GALIOIA RHRNBII6 RTC TO RMVe THE PMDSTAL NI%WW MM" CONiROL II CLOCK COMPACT 05' 0099 BASE TO 4011 RELATMME 6A' (0.15m) FICA MECREA71ON AiD PARRS D#+ Tops 5. ALL RRI6ATICN CaNTROLLBR viamim SHALL BE TOP MOW, 6. ALL HATEt1AL5 SHALL W NEK ND M FROH DE`WM OF A VANDAL NO WAM M 5WANT HAVRE, HAWAACTWEP REVISIONS PLAN NO. L -3 "'" "' 7 O TO CagnwLL SIDE VIEW VALVES. I20 -valr S�vICE • ° p IN COFWT. PVC LONG SWEEP ELL - FRONT VIEW SIZE AS RI3WOW. moom cn (STRONG BOX BY VIT PRODUCTS) O3 OR APPROVED EMAL 14 5 6 IRRIGATION CONTROLLER ENCLOSURE NOTE5: RAIN BIRD DB SERIES VALVE ID TAG 1. ME SUEDLLE EO PVG CON= WTN AN E 409V 5. ALL Ii MVION NSTALLATION SHALL W IN A=RPANGE HM 2. CONSTRUCT OS' (Fr0EW WA CL.A55 V COWMIE SLAB AS OTY STAMWM THE LATMT MMTHON OF THE GALIOIA RHRNBII6 RTC TO RMVe THE PMDSTAL NI%WW MM" CONiROL CODE, AID MA WA I= t5 AToW SECTION 20 OF CLOCK COMPACT 05' 0099 BASE TO 4011 RELATMME THE STM ONO SPEMAATIA6, ND AS DREGTED BY THE 0016MTY PRIOR TO PLACEMENT OF GONCIUM SLAB, MECREA71ON AiD PARRS D#+ Tops 5. ALL RRI6ATICN CaNTROLLBR viamim SHALL BE TOP MOW, 6. ALL HATEt1AL5 SHALL W NEK ND M FROH DE`WM OF A VANDAL NO WAM M 5WANT HAVRE, HAWAACTWEP 1. SEE APPROVw LAN75CAPE / WWIS AATWN PLANS WRE_Y OF 304 GRADE %Aft 5 51M AND LEMOS, FOR SPEOM MOM NLh6 A S= COILED PRESSURE REGULATING FILTER: Ol1NITNIIES, HMIFAGAItE6 AMP PM3eVRHAWZ 4. POURED COMM VASE - V MIL THCKNESS. EXTBD COCRETE V Wr'OND OUTSWE OMEM5 O OF EIGLOSIX MR Un %.OPE &ANY NO ALL CNtiNM FROM M* STANDARD SNP ILL BE FOR DRAINAGE. APPRDVW BY THE RMAEATION AND PARKS PWTOK PRIOR Z TO ANY TYPE OF CON6TWWTIONL CITY OF BAKERSFIELD REVISIONS DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER ENCLOSURE SNIT OF 14 APPROVED OMODEL PCB BUBBLER (2)FINISH GRADE SWING JOINT: OHUNTER 'PRO -FLEX' TUBING 24 " -36 ". HSBE -050 ELBOWS (2), & MARLEX STREET ELBOW (1) ®LATERAL TEE OR ELL O LATERAL PIPE DATE STANDARD PLAN NO. L -7 aoa INSTALL ONE PCB BUBBLER PER SHRUB, TYP. C FfHa►nM [- ouwMaJr LAYOUr D PCB BUBBLER L -7 N.T.S L -7 PER HUNTER SPECIFICATIONS N.T.8 iPn inr_ � B /RD E L -7 O FINISH GRADE /TOP OF MULCH O QUICK - COUPLING VALVE: RAIN BIRD MODEL 44LRC O3 VALVE BOX WITH COVER: RAIN BIRD VB -6RND O 3 - 3/4 -INCH WASHED GRAVEL INCH MINIMUM DEPTH OF OPVC SCH 80 NIPPLE (LENGTH AS REQUIRED) O BRICK (1 OF 2) O7 PVC SCH 40 STREET ELL OS PVC SCH 40 TEE OR ELL O PVC MAINLINE PIPE 10 PVC SCH 40 ELL 11 2" x 2" REDWOOD STAKE WITH STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM NOTE: FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. QUACK COUPLING VALVE - MODEL 44 LRC PER RAIN BIRD SPECIFICATIONS N.T.S 10 IRRIGATION CONTROLLER: RAIN BIRD ESP -LXME CONTROLLER IN PLASTIC CABINET. INSTALL CONTROLLER AND CABINET INTO V.I.T. SB22SS STAINLESS STEEL ENCLOSURE PER MANUFACTURER'S RECOMMENDATIONS. O JUNCTION BOX O3 1 -INCH CONDUIT AND FITTINGS TO POWER SUPPLY �® 4O POWER SUPPLY WIRE O 2 -INCH CONDUIT AND FITTINGS FOR STATION WIRES D , o ° p © WIRES TO REMOTE CONTROL VALVES • NOTES: 1. ESP -LXME CONTROLLER IS AVAILABLE IN 8- OR 2 5 12- STATION BASE MODELS. ADDITIONAL MODULES IN 4 -, 8- AND 12- STATION VERSIONS MAY BE ADDED TO • BRING THE CONTROLLER UP TO 48 STATIONS MAXIMUM. 2. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH 3 MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG 4 MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. 6 3. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. 4. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE ° p GROUND RESISTANCE OF 10 OHMS OR LESS. F ESP -LXME CONTROLLER IN PLASTIC CABINET L -7 PER RAIN BIRD SPECIFICATIONS N.T.S U 1 FEBCO MODEL 826Y L -7 REDUCED PRESSURE ASSEMBLY - OUTSIDE INSTALLATION N.T.S FINISH GRADE /TOP OF MULCH VALVE BOX AND COVER (MODEL RAINBIRD VB- 10RND) 6 "0 PVC PIPE (LENGTH VARIES) 3" MIN. DEPTH OF J" WASHED GRAVEL BRICK (1 OF 4) FILTER FABRIC RESILIENT WEDGE GATE VALVE W/ NOTES: THREADED ENDS & 2" OPERATING NUT 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE, THE PVC SCH. 40 ADAPTER MAINLINE OPERATOR IS A WRENCH NUT. PVC PIPE (TYP). 2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. ISOLATION GATE VALVE DETAIL L -7 N.T.S O FINISH GRADE /TOP OF MULCH O ROOT WATERING SYSTEM: RAIN BIRD RWS O SWING ASSEMBLY (INCLUDED) O4 1/2" (1,3 CM) MALE NPT INLET (INCLUDED) O PVC SCH 40 TEE OR EL 66 PVC OR POLYETHYLENE LATERAL PIPE O7 OPTIONAL SOCK (RWS -SOCK) FOR SANDY SOILS O8 4" (10,2 CM) WIDE X 36" (91,4 CM) LONG RIG BASKET WEAVE CANISTER (INCLUDED) O PLANT ROOT BALL Q. Olnvl� o'.. 7 I 9 NOTES: 1. POSITION 2 -3 UNITS (OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR ROOT BALL. FOR EXISTING TREES PLACE HALF THE DISTANCE BETWEEN CANOPY EDGE AND TREE TRUNK. 2. INSTALL PRODUCT WITH TOP EVEN WITH GROUND SURFACE. 3. RWS SERIES AVAILABLE IN THE FOLLOWING MODELS: RWS -B -C -1401: 0.25 GPM (0,95 L /M), CHECK VALVE RWS -B -1401: 0.25 GPM (0,95 L /M) RWS -B -X -1401: 0.25 GPM (0,95 L /M), 18" (45,7 CM) SWING ASSEMBLY RWS -B -C -1402: 0.5 GPM (1,9 L /M), CHECK VALVE RWS -B -1402: 0.5 GPM (1,9 L /M) RWS -B -C -1404: 1.0 GPM (3,8 L /M), CHECK VALVE 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTERWATER INFILTRATION AND ROOT PENETRATION. 5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. 6. OPTIONAL RWS -SOCK FOR USE IN SANDY SOILS. ROOT WATBWM SYSTEM FOrALLATION FOR TREES PER RAIN BALD SPECMATKM N.T.S A OF PIPE FRIPMEB/RD OF PIPE K ROW 8Br90R AM MASTER VALVE (NORMALLY CLOSED) L -7 N.T.S L L -7 O1 RAIN BIRD PE /BPE SERIES MASTER VALVE O 36 -INCH LENGTH OF COILED WIRE TO SATELLITE CONTROLLER MASTER VALVE CIRCUIT 3O 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL O4 BRICK (1 OF 4) O VALVE BOX WITH COVER - 12 -INCH SIZE © FINISH GRADE O RAIN BIRD FS SERIES FLOW SENSOR(S) (8 36 -INCH LENGTH OF COILED PE -CABLE TO FLOW SENSING EQUIPMENT AT CONTROLLER ASSEMBLY (3) SEE FLOW SENSOR WIRING DETAIL FOR WIRING DIAGRAM 10 CONCENTRIC REDUCER N.T.S O 30 -INCH LINEAR LENGTH OF WIRE, COILED OZ WATERPROOF CONNECTION RAIN BIRD SPLICE -1 (1 OF 2) tJ3 ID TAG: RAIN BIRD VID SERIES 4O REMOTE CONTROL VALVE: RAIN BIRD PESB -PRS -D WITH NP -HAN O5 VALVE BOX WITH COVER: RAIN BIRD VB -STD O6 FINISH GRADE/TOP OF MULCH 7O PVC SCH 80 NIPPLE (CLOSE) O8 PVC SCH 40 ELL O PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) M ELECTRIC REMOTE - CONTROL VALVE PEB SERIES L -7 PER RAIN BIRD SPECIFICATIONS N.T.S 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE 16 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL 0 u04 0 n r Lo rn 0 rn Q \ o cr It zL I Q J W U oD 2 _ ^_ d w c� cD 0 N v N c Lv m m 0 CL a W � Q _> v � U Z x w 0 �z O FINISH GRADE 12 9 6 2 • ° p 22 STANDARD WITH COVER: cn O3 VVE RAIN BIRD STD WATERPROOF CONNECTION: 14 5 6 O4 RAIN BIRD DB SERIES VALVE ID TAG Z 0 ov X O5 30 -INCH LINEAR LENGTH OF WIRE, . M vN = Q ~ COILED PRESSURE REGULATING FILTER: H Lli tA,r� o 0 5ME Z RAIN BIRD PRF- 075 -RBY (INCLUDED z a ui 8 UJ 0 cr 7O IN XCZ- 075 -PRF KIT) PVC SCH 40 FEMALE ADAPTOR o 7 Y U W J � y O LATERAL PIPE C13 U O REMOTE CONTROL VALVE: 0 %0 0�°� W N n 0 a 0 °n RAIN BIRD LVF -075 (INCLUDED IN U XCZ- 075 -PRF KIT) 10 PVC SCH 40 TEE OR ELL TO MANIFOLD 11 3 -INCH MINIMUM DEPTH OF 3/4 -INCH SIDE VIEW WASHED GRAVEL 12 MANIFOLD PIPE AND FITTINGS TOP VIEW XCZ - 075 -PRF 3/4' CONTROL ZONE KIT IN SOUARE VALVE BOX N.T.S O 30 -INCH LINEAR LENGTH OF WIRE, COILED OZ WATERPROOF CONNECTION RAIN BIRD SPLICE -1 (1 OF 2) tJ3 ID TAG: RAIN BIRD VID SERIES 4O REMOTE CONTROL VALVE: RAIN BIRD PESB -PRS -D WITH NP -HAN O5 VALVE BOX WITH COVER: RAIN BIRD VB -STD O6 FINISH GRADE/TOP OF MULCH 7O PVC SCH 80 NIPPLE (CLOSE) O8 PVC SCH 40 ELL O PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) M ELECTRIC REMOTE - CONTROL VALVE PEB SERIES L -7 PER RAIN BIRD SPECIFICATIONS N.T.S 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE 16 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL 0 u04 0 n r Lo rn 0 rn Q \ o cr It zL I Q J W U oD 2 _ ^_ d w c� cD 0 N v N c Lv m m 0 CL a W � Q _> v � U Z x w 0 �z Z cn AJ U J Z 0 ov X co V W M vN = Q ~ co H Lli tA,r� o 0 5ME Z v z a ui UJ 0 cr Lr o Y U W J � y m C13 U W N n 0 a 0 °n U Of L, a_ z U-) 5- Ir I" Lo Ill OD W Mac IL 0 Z AJ U J Z 0 J X co V W M M o� _j - Q ~ co H Lli tA,r� o 0 -� Z v z a ui UJ 0 cr Y W J � y m U W N n a 0 °n °a a Ill OD W Mac IL 0 A. GENERAL NOTES: 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 THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT AND 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. THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT AND 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. THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT IS NOT RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. 10. A� FETY: 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 CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 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 CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 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. B. FIELD OBSERVATIONS: 1. REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MIS- INTERPRETAION 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 PROFESSIONAL DESIGN 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 PROFESSIONAL DESIGN 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 CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 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 THE NORTH OF THE RIVER RECREATION AND PARKS DISTRICT 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 • 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 C. MATERIAL NOTES: 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 CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 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 CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 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 THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT BY THE CONTRACTOR. CERTIFICATES SHALL STATE THE SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE AND ADDRESS OF THE LOCATIONS IT WAS DELIVERED TO. D. LANDSCAPE GRADING NOTES: 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 CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 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 CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 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 CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 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 20 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. E. TREE AND SHRUB PLANTING NOTES: 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. MAINTENANCE PERIOD: 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO PERFORM WORK DURING THE POST- INSTALLMENT MAINTENANCE PERIOD, AS SPECIFIED HEREIN INCLUDING BUT NOT LIMITED TO : ADEQUATE WATERING OF PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS FOR A PERIOD OF THREE HUNDRED AND SIXTY FIVE (365) DAYS. 2. CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS COMPLETED, UNTIL FINAL WRITTEN ACCEPTANCE BY THE CITY OF BAKERSFIELD RECREATION 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 WEED PESTS (I.E. BLACKBERRY, NUT SEDGE OR BIND WEED) SHALL BE SPOT SPRAYED WITH A NON- SELECTIVE POST- EMERGENT HERBICIDE AS SPECIFIED BY A WEED ABATEMENT COMPANY, AND LEFT IN PLACE FOR SEVEN(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 MEASURE 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 ONE (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 STANDARDS, THE C.O.B. WILL REQUIRE A RE- INSPECTION BY A C.O.B. 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. CONTRACTOR SHALL PROPERLY AND COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM. 8. CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN SUFFICIENT QUANTITIES AND ADJUST WATER APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS. 9. AT CONCLUSION OF MAINTENANCE PERIOD, A FINAL INSPECTION OF WORK WILL BE MADE BY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. ANY REMOVED PLANTS NOT IN A SATISFACTORY AND HEALTHY CONDITION FROM THE SITE SHALL BE REPLACED WITH MATERIAL OF LIKE KIND AND SIRE 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 THE NEXT AVAILABLE UP -SIZED CONTAINER. ALL GROUNDCOVER SHALL HAVE A TWELVE (12 ") INCH CLEARING FROM ALL STRUCTURES INCLUDING BUT NOT LIMITED TO: SIDEWALKS 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 BLUEPRINTS AND "AS BUILT" DRAWING. THE DRAWINGS SHALL INCLUDE ALL DEVIATIONS FROM THE ORIGINAL BID DOCUMENTS MADE DURING CONSTRUCTION THAT AFFECT THE MAIN LINES, CONTROLLER LOCATIONS, REMOTE CONTROL VALVES, QUICK COUPLING VALVES, ALL SPRINKLER HEADS AND PLANT MATERIAL. THE DRAWINGS SHALL ALSO INDICATE AND SHOW APPROVED SUBSTITUTIONS OF SIZE MATERIAL AND MANUFACTURER'S NAME AND CATALOG NUMBER. 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