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1.5-6663 Ph 1 & 2
PUBLIC STR TSC PARCEL i PARCEL MAP NO. 11779 P.M. SK. 59, PGS. 74-77 � � 1 24 23 122 121 120 119 118 117 116 15 114 I ? 1 \ TITLE SHEET ' 25 L-3 ' L-4 ASHE ROAD IRRIGATION PLAN L-5 I 26 ? 1 N CL 1 "° Z >~� I 2 w � o� I 04 1 3 W 60 rn z MSMW 4 C . W W 5 I., i V W 17 � i -- 1 6 ? O ? ! I -- 7 ==)ay - ---I- - ------------ SUNCHASE DRIVE 1 8 19 10 11 112 !13 101 1 14 115 1 16 17 18 119+20 ! 21 PH SE i f i? A R F (t 4 J ty- aj {{ { t ! !PHASE 3 E i PHASE 4� t I ® ®�� KEY MAP SCALE: 1"=100' PHASES 1 & 2 CONSTRUCTION PLANS LIMITS OF PUBLIC LANDSCAPE CONSTRUCTION LIMITS OF PUBLIC LANDSCAPE CONSTRUCTION LIMITS OF PUBLIC LANDSCAPE CONSTRUCTION SCALE: 1 " = 100' 100 50 0 100 200 GENERAL PROJECT NOTES: 1. PRIOR TO START OF ANY PHASE OF CONSTRUCTION, ALL UTILITIES, METERS (POWER do 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 do 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 SOL AMENDMENTS SEE SPECIFICATIONS WHETHER A SOLS 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 BAKERSFIEU) 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 BAKERSRELD 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 SOL 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 MALL INSTALL A 6" CONCRETE MOWCURB AS PER CITY OF BAKERSFIELD STANDARDS AT EACH PHASE UNE AND LIMIT OF CONSTRUCTION UNE. 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 SOL AMENDMENTS WHETHER A SOLS 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. CONTRACTOR SHALL INDICATE IRRIGATION SLEEVES BY CHISELING "IR" ON THE FACE AT EACH LOCATION. 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 AND LOCATION OF SIGN(S). APPROVAL OF WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. 31. UNIFORM DEVELOPMENT IS REQUIRED FOR THIS PROJECT. SHOULD ANY PORTION OF ANY PHASE OR SUBSEQUENT PHASES BE CONSTRUCTED AT DIFFERENT INTERVALS WHERE THE PONT OF CONNECTIONS ARE LOCATED IN AN AREA OTHER THAN THE CURRENT PROJECT AREA, THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL INCURRED COSTS ASSOCIATED WITH THE AFFECTED AREAS UNTIL THE PROJECTS MAINTENANCE PERIOD HAS BEEN COMPLETED AND A WRITTEN FINAL ACCEPTANCE FROM THE C.O.B. HAS BEEN ACHIEVED. NOTES: ��-- PACHECO ROAD F20f'ROJECT22 ❑ 23 FAIRVIE OR AW D Sl TE -.. 24 19 r 2PANgMA LANE 27 0 29 28 a a 26 25 30 McCUTCHEN ROAD w HOSKING v 35E 36�V 31 34 =HVWYPUMPKIN ROAD GREENFIELD TA \\I� 119 N CENTER (DI 5 4 Q 3 N 1 6 o CURNOW c 2 UI HF,,,],-Fr-8�lO11 12 7 VICINITY MAP NO SCALE 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 UNE 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 SOL OF ALL SUCH AREAS SHALL BE STERILIZED WITH A 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 LOCATIONS OF EXISTING UTILITIES. BENCH MARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF RELIANCE DRIVE AND FIREBAUGH STREET. ELEVATION = 356.735' (USGS DATUM) PER TRACT NO. 5845 PHASES A -D, MON. ELEV. MAP THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF WALK TTI THE BACK OF WALL IS: 8,006 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: 13,215 SF THE TOTAL SQUARE FOOTAGE OF THE MEDIAN ISLANDS AS MEASURED FROM THE BACK OF CUKI TO THE BACK OF CMB IS 4,925 SF. ENGINEER'S STATEMENT: I 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, SHEET a r L-1 TITLE SHEET L-2 ASHE ROAD PLANTING PLAN & LEGEND L-3 PLANTING DETAILS & NOTES L-4 ASHE ROAD IRRIGATION PLAN L-5 IRRIGATION DETAILS & NOTES L-6 SPECIFICATIONS Flawit L ROGER MdNTOSH, MdNTOSH k ASSOC. DATE R.C.E. 133322, EXP. 6-30-16 � REVIEWED BY: RECREATION AND PARKS DEPARTMENT DATE REVIEWED BY: TRAFFIC ENGINEER >1 DATE APPROVED BY: _��� -_Aj j \1 L I Z 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. �mZ a r I Z wr J m N CL "° Z qr.0 o� W v W 60 rn z MSMW C . W W v0'm V W Z 3 m WS a O Fav v �o S Lduj 6 n m 0 U W N Z 0 o� a - t. I Z wr J m N CL "° Z qr.0 W v W 60 J MSMW C . Z v0'm V W Z 3 m WS a O Fav v V S Lduj 6 n t. I wr I m t. M N uj (12' FROM THE TOP) ' I Q Q 6"x8"x16" CONCRETE BLOCK #4 "L' BAR AT 24" O.C.OCcn (MIN. LAP SPLICE 48") 1 o 6 c a PHASE 2 2) TRACT WALL i 22 SIDEWALK R/W \ SIDEWALK STAMPED CONCRETE HARDSCAPE PER L-3 C.O.B. STANDARDS. CONTACTA & PARKS DEPARTMENT FOR COLOR, BOUNDARY LINE _.� lz I PATTERN, AND LAYOUT APPROVAL / `\\ / \ Tao ------------------------------------2 1 1 i v` F 53 I I 6" CONCRETE 3j MOWCURB W U Q J �NN clL 0 (9 Z �M W V I ` y I LINE OF /STREET SIGN 1 _ -F i 2 0 ccW O M W + LU LQ CV Q W oro C/) Z s rpmb utrm imtm i rum ujLu% PATTERN, AND LAYOUT APPROVAL 2" 6" CONCRETE #5 CONT. BOND BEAM a uj (12' FROM THE TOP) (12" FROM THE TOP) I c O.C. (CENTERED IN WALL) ,y 6"x8"x16" CONCRETE BLOCK #4 "L' BAR AT 24" O.C.OCcn (MIN. LAP SPLICE 48") 1 o 6 c a (CENTERED IN WALL) c m GROUT SOLD ALL CAVITIES =o a <#5 co m = 12 15 CONT. BOND BEAM (T MIIDNHEIGHT) m%0 W m (AT MIO HEIGHT) LOT SIDE La W N STREET SIDE _I _ J _ I STREET SIDE O 3 EA. 8'x8"06" CONCRETE BLOCK .'" LOW WATER m SEALANT TO BE APPLIED N W $ W 2X SEALANT ME APPLIED N a LANDSCAPE GRADE �� 16" BY WALL CONTRACTOR m 4 EA #5 BAR O 13" O.C. LANDSCAPE GRADE •: 12' LOW WATER O VARIES (6" MIN) Q LAUREL TREE 3, a 4 EA. #4 BAR O 8" U.C. " BRADFORDSTANDARD m PLACE FOOTING REBAR MODERATE #4 BAR O 32" O.C. 4— B WALL DETAIL (TYP.) CAU ERYANA L- 2 NOT TO SCALE 3" DECIDUOUS WATER 3"X3"X3" CONCRETE BLOCK 33" 'BRADFORD' PEAR CHAIRS SHALL BE USED TO TREE NEEDS W uJ PLACE FOOTING REBAR C6 A WALL DETAIL (TYP.) l L- 2 NOT TO SCALE c PHASE 2 54 nnnnnccn ' MAUL mt lntt oMrnnu Unt u• Wini I I I I I I TRACT NO. 6351 -UNIT 1 MAP BOOK 56, PGS. 180-182 2" #5 CONT. BOND BEAM a BOTANICAL I (12' FROM THE TOP) #4 "VERT" BAR AT 24" Q WUCOLS O.C. (CENTERED IN WALL) ,y FOR 24 -INCH BOX TREE. 6"x8"x16" CONCRETEBLOqC (MIN. LAP SPLICE 48") 1 27 TREES co 4� GROUT SOLID ALL CAVITIES o #5 "L" BAR AT 24" O.C. E =o a <#5 CONT. BEAM CENTERED IN WALL) J (T MIIDNHEIGHT) 14MIN. LAP SPLICE 48") 6 9 1 I UNE OF LOT SIDE La W N STREET SIDE _I _ J _ I NEATLY GROUT CAVITY O 3 EA. 8'x8"06" CONCRETE BLOCK .'" LOW WATER m SEALANT TO BE APPLIED N W $ W 2X - BY WALL CONTRACTOR TREE LANDSCAPE GRADE �� 16" W VARIES (6" MIN) 4 EA #5 BAR O 13" O.C. N + V CN LOW WATER O T 14 BAR O 32" O.C. Q LAUREL TREE 3, a 3"X3"X3" CONCRETE BLOCK 4., eo CHAIRS SHALL BE USED TO BRADFORDSTANDARD m PLACE FOOTING REBAR MODERATE B WALL DETAIL (TYP.) CAU ERYANA L- 2 NOT TO SCALE 24' BOX TRACT No. 6351 -UNIT i MAP BOOK 56, PGS. 130-182 PHASE 1 & PARKS DEPARTMENT FOR COLOR, PHASE 2 53 ' I -1 6" CONCRETE I L-3 MOWCURB PROPOSED TRACT WALL ASHE RAD it -12 STAMPED CONCRETE HARDSCAPE PER2 co L-3 -"" C.O.B. STANDARDS. CONTACT RECREA_- & PARKS DEPARTMENT FOR COLOR, PATTERN, AND LAYOUT APPROVAL SHE rLA%,t mt imm otnmu UNE OF SIGHT EXISTING MEDIAN PATTERN, AND LAYOUT APPROVAL PR I I I 1 17' I 7 41' 7' I �. LANDSCAPE LOT i 6' W 1 I Im Z m BLOCK WALL I o z� PROPOSED a MEDIAN I I 1 I COMBINATION SIDEWALK C SECTION ASHE ROAD PROPOSED TYPE "B" CURB & GUTTER L— 2 NOT TO SCALE PA R/w 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-3 FOR PLANTING DETAILS REFER TO SHEET L-6 FOR SPECIFICATIONS I 9' -----7- LANDSCAPE 'LANDSCAPE E LOT I I BLOCK WALL 2.0% I I COMBINATION SIDEWALK PROPOSED TYPE "B" J CURB do GUTTER PLANTING LEGEND - TREES THE PLANING 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 IQTyl W BOTANICAL I U SIZE I Q WUCOLS J FOR 24 -INCH BOX TREE. NAME NAME 27 TREES 818' OF STREET FRONTAGE/30 = 27 TREES TREE �0 V 6 Z CRAPE MYRTLE QM MULTI -TRUNK DECIDUOUS co 27 TREES REQ. X 50% = 14 EVERGREEN TREES MIN. ( v I UNE OF /STREET H LL TREE _I _ J _ I PISTACHIA CHINENSI O 24 BOX J W LOW WATER m W $ W PISTACHE + (n TREE " aM �i W PRUNUS _Z J 24 BOX + V CN LOW WATER O Q SHE rLA%,t mt imm otnmu UNE OF SIGHT EXISTING MEDIAN PATTERN, AND LAYOUT APPROVAL PR I I I 1 17' I 7 41' 7' I �. LANDSCAPE LOT i 6' W 1 I Im Z m BLOCK WALL I o z� PROPOSED a MEDIAN I I 1 I COMBINATION SIDEWALK C SECTION ASHE ROAD PROPOSED TYPE "B" CURB & GUTTER L— 2 NOT TO SCALE PA R/w 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-3 FOR PLANTING DETAILS REFER TO SHEET L-6 FOR SPECIFICATIONS I 9' -----7- LANDSCAPE 'LANDSCAPE E LOT I I BLOCK WALL 2.0% I I COMBINATION SIDEWALK PROPOSED TYPE "B" J CURB do GUTTER PLANTING LEGEND - TREES THE PLANING 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 IQTyl ALLSHRUBS SHALL BE 5 GAL CONTAINER SIZE OR LARGER. BOTANICAL I COMMON SIZE I REMARKS I WUCOLS THE MINIMUM DIAMETER OF THE TREE TRUNK SHALL BE 2 INCH FOR 24 -INCH BOX TREE. NAME NAME 27 TREES 818' OF STREET FRONTAGE/30 = 27 TREES TREE 0 6 'MUSKOGEE'IA CRAPE MYRTLE 24' BOX MULTI -TRUNK DECIDUOUS LONEEEDASTER 27 TREES REQ. X 50% = 14 EVERGREEN TREES MIN. • PROVIDED 15 TREES TREE UA 5 PISTACHIA CHINENSI CHINESE 24 BOX STANDARD DECIDUOUS LOW WATER 'KEITH DAVEY PISTACHE usW TREE NEEDS �i 12 PRUNUS CAROLINASTANDARD 24 BOX EVERGREEN LOW WATER O CAROUNIANA LAUREL TREE a NEEDS eo PYRUS BRADFORDSTANDARD m a MODERATE 6 CAU ERYANA 24' BOX DECIDUOUS WATER 'BRADFORD' PEAR Q TREE NEEDS W uJ J C6 CL l o c 0 � `d 9 QUERCUS ILEX HOLY OAK 24' BOX STANDARD EVERGREEN LOW WATER TREE NEEDS w a z SHRUB 66 DIETES VEGETA FORTNIGHT ULY 5 GAL FLOWERING ERING SM SHRUB LOW WATER NEEDS 29 HEMEROCALUS EVERGREEN 5 GAL GREENIRUB MODERATE HYBRID DAYULY FLOWERINGEVERGREEN WATER NEEDS 188 LIGUSTRUM JAPONICUM TEXAS PRIVET 5 GAL EVERGREEN SHRUB MODERATE WATER NEEDS 'TEXAMUM' 37 MYRTUS COMMUNIS 'COMPACTA' DWARF MYRTUS 5 GAL EVERGREEN LOW WATER �C3 FLOWERING SHRUB NEEDS 102 I.. INDIAN HAWTHORN 5 GAL EVERGREEN LOW WATER �RHAPHIOLEPIS ORIENTAL PEARL FLOWERING SHRUB NEEDS -14 6" CONCRETE L-3 MOWCURB LINE OF SIGHT=5� - - BOUNDARY UNE 0 ALLSHRUBS SHALL BE 5 GAL CONTAINER SIZE OR LARGER. it 12 13 • MASS SHRUB PLANTING TO BE 1 GAL CONTAINERS SPACED 18" O.C. • THE MINIMUM DIAMETER OF THE TREE TRUNK SHALL BE 2 INCH FOR 24 -INCH BOX TREE. ASHE • ROAD FRONTAGE: 1 TREE PER 30' OF LINEAL STREET FRONTAGE 27 TREES 818' OF STREET FRONTAGE/30 = 27 TREES • PROVIDED 27 TREES • 50-70% OF REQUIRED TREES TO BE EVERGREEN 14 TREES r 27 TREES REQ. X 50% = 14 EVERGREEN TREES MIN. • PROVIDED 15 TREES D SECTION ASHE ROAD L- 2 NOT TO SCALE WUCOLS = WATER USE CLASSIFICATIONS OF LANDSCAPE SPECIES. 1 7' ( r � < G Im I EXISTING �- Y MEDIAN - 1 i PARCEL 1 PARCEL MAP NO. 11779 P.M. BK. E9, PGS. 74-77 24 23 22 21 20 19 18 17 F16]15 114]31 12 11 10 9 8 7 25 ---- - -- - _. ------ . _- - -- - -TULIA LANE— - - - 26 i 1 w 27 1 28T 130 131 31 2 133 134 135 7 l 1 1 2 T3 4 5 w 1 I I 1 I I; •1 I 1 I �----� it I i I I I I I i I; I I 1 I co o 2 li u�i 69 68 67 66 65 64 63 62 0 59 I 58 57 56 55 15 a � I--3 --�1 Z; DJ L6 -c �— - CA BANGOR PLACE - - - - —a _ _ p a to 1 4 - -- - --r- n48 z 13S 139 140 14142 45 46 147 Q , 41 g 150 1 51 J J G7 �� 5 L'z: >i W •=l I I I I I I I 1 f I I I 15215 � z; 6I I I i I I I I I I I I it TF_ I I w -36 333 �28 27 26 25 24 23 2 z J r0 �1�- 1 » I - SUNCHASE DRIVE _ Lo 0 >LL jtx- 1=. z. to I N 1 � { Z 9 10 it 12 13 114 15 16 17 18 19 20 LIMITS OF PU LANDS to 21 0U) Z x �a BLIC ° CAPE y I F -CONSTRUCTIONz i PHASE 01 D- -- , - - - 1 1 I /l 1' T i 1 1 i- -' I 1 1 r $ 1 i ! 1 f iPHASE! 4 i i _ I_ �t i i i t � i t13 KEY MAP N.T.S. SCALE: 1 " = 20' 20 10 O 20 40 rn a M M i- Ol � Q d - O z oo U w .4- z L_ I Ld Q J W U co 3 0 � w ro ct� $ N v N IX W Y Q m 0 u® 0 �z r Z U) � N Z .� Z W r O �,—W UA O� usW Z 0 J O O V a� a Z eo 3 m a C'3 Z �o Q Q W uJ J C6 CL o c 0 `d U w a z 0 N uj �C3 cC3 v W w N w aD Z J � N Z .� Z W r O �,—W UA 0. 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R ALLOW N FIAMM ARIA MMHMN PRIOR AFFWAL 6F =NATION AD PiANC4 DRff M a SlA4?m CO OM i NALLATION S MLL N TO 14HAMW 95MAMIS OR ARTROMm 00AL. a IMwAr4�MIprm D+ iAa119 pomm I Y wmp %IWAOEN6 Tow AON6'RE F01lwft or"FLA MEP Val m tRltlfATIpNISAM AT IRItlM=0W*R4AWi lCftNOWsmWlTI,0tAMEOLm?abrAL."IMAMWAVTft a t& TCONLIWBOROmO11WID'.AiRACEy7LIfJ1A�M$M�LLrEppDEIOd�4fgL9NiCMLTATONHI NTMRMAIMAD 4 6G OI, A) A6GOM�ONSIfEADI�NIbI►T�k��AIAILAR 11 WALL MOlIRRNPATALL NOW MAR4OWU8pM.YATUFrIMFgAVSA7tI% WTIOLJMNAIMAN iL COiPACT QS' Agfa W EASE TO 40M #BANK VWff NOW ALL NNVW. L i2. lM"RMP REOMM ON ALL ODS OF FlDi^NL I2 MOW RO M MAN* LAP FIR LT WP Pm rT LW' rllt rfR lw POe" upp tv LY 4Lr1••I� SEG110N A -A 3 =Qh B -B 'BION t: -G iMOL'N RAN'IP NO PLANTER PLANTER 4 TUFA AREA CITY OF BAKERSFIELD REVISIONS DETAIL FOR LANDSCAPE LWTS WMHN MEDIANS STANDARD PLAN NO. �F 4 AftAMp RaJ DATE L-12 MAINTENANCE PERIOD 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT TO PERFORM WORK DURING THE POST -INSTALLMENT MAINTENANCE PERIOD, AS SPECIFIED HEREIN INCLUDING BUT NOT LIMITED TO: ADEQUATE WATERING OF PLANT MATERIAL ANO CONTROLLING NEEDS, RODENTS ANO OTHER PESTS FOR A MINIMUM PERIOD OF THREE HUNDRED AND SIXTY FIVE (365) DAYS. 2. THE CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS COMPLETED. UNTIL FINAL WRITTEN ACCEPTANCE BY THE CITY OF BAKERSFIELD RECREATION & PARKS DEPARTMENT. 3. COST INCURRED DUE TO DAMAGE OR REPLACEMENT DURING THE POST -INSTALLATION MAINTENANCE PERIOD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. ALL AREAS INCLUDING, BUT NOT LIMITED TO TURF, GROUNDCOVER AREAS. CONCRETE WALKS ANO SLABS SHALL BE KEPT CLEAN AND FREE OF NEEDS, UTTER, AND DEBRIS. 5. BEFORE NEEDS EXCEED TWO (2) INCHES IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF OFF-SITE. SERIOUS NEEDS PESTS (I.E.BLACKBERRY. NUT SEDGE OR BIND NEEDS) SHALL BE SPOT SPRAYED WITH A NON-SELECTIVE POST -EMERGENT HERBICIDE AS SPECIFIED BY A NEED ABATEMENT COMPANY, AND LEFT IN PLACE FOR (7) DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) DAYS AFTER APPLICATION AND DISPOSED OF OFF-SITE. 6. CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF DISEASES. INSECTS, ANO/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. SHOULD THE CITY, DURING THE MAINTENANCE PERIOD, DISCOVER THAT THE TERMS FOR THE MAINTENANCE PERIOD AS STATED HEREIN HAVE NOT BEEN STRICTLY ADHERED TO, THEN THE DAYS ACCRUING TOWARD COMPLETION OF SAID MAINTENANCE PERIOD WILL BE TERMINATED. THE MAINTENANCE PERIOD WILL BE EXTENDED ON (1) DAY FOR EACH DAY THE AREA IS OUT OF ITS MAINTENANCE PERIOD. AFTER THE AREA HAS BEEN BROUGHT UP TO CITY STANDARD, THE CITY WILL REQUIRE A RE -INSPECTION BY A CITY OF BAKERSFIELD RECREATION AND PARKS REPRESENTATIVE WHEN THE INSPECTION IS COMPLETID, AND THE AREA IS IN SATISFACTORY CONDITION, THEN, AND ONLY THEN, WILL THE CITY RE -ACCEPT THE AREA IN WRITING. 7. THE CONTRACTOR SHALL PROPERLY AND COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM. 8. THE CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN SUFFICIENT QUANTITIES AND ADJUST WATER APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS. 9. (3) THREE WEEKS PRIOR TO THE CONCLUSION OF THE MAINTENANCE PERIOD. THE CONTRACTOR SHALL CONTACT THE CITYS REPRESENTATIVE TO PERFORM A FINAL INSPECTION OF WORK. ANY REMOVED PLANTS NOT IN SATISFACTORY AND HEALTHY CONDITION FROM THE SITE SHALL BE REPLACED WITH MATERIAL OF LIKE KIND AND SIZE ANO IN A MANNER SPECIFIED FOR ORIGINAL PLANTING. IF THE REPLACEMENT PLANTS DO NOT REPRESENT A SIMILAR FOUAGE REPRESENTATION OF THE ORIGINAL PLANTED MATERIAL., THE CONTRACTOR SHALL REPLACE PLANTS WITH NEXT AVAILABLE UP-SIZED CONTAINER. ALL GROUND COVER SHALL HAVE A TWELVE (12-) INCH CLEARING FROM ALL STRUCTURES INCLUDING BUT NOT LIMITED TO: SIDEWALK AREAS, WALLS, FENCES. MOW CURBS, VALVE BOXES, TREE BASES, SHRUBS. ETC. 10. BEFORE THE START OF THE MAINTENANCE PERIOD. THE CONTRACTOR SHALL PREPARE AND SUBMIT ON A (NEW) SET OF BLUE UNE PRINTS AN "ATS BUILT" DRAWING. THE DRAWINGS SHALL INCLUDE ALL DEVIATIONS FROM THE ORIGINAL RAD DOCUMENTS MADE DURING CONSTRUCTION THAT AFFECT THE MAIN UNE, CONTROLLER LOCATIONS, REMOTE CONTROL VALVES, QUICK-COUPUNG VALVES, ALL SPRINKLER HEADS, AND ALL. PLANT MATERIAL THE DRAWINGS SHALL ALSO INDICATE AND SHOW APPROVED SUBSTITUTIONS OF SIZE MATERIAL AND MANUFACTURER'S NAME ANO CATALOG NUMBERS. ALSO, A SET OF 11 X17 LAMINATED "AS BUILT" WITH HIGHLIGHTED COLOR CODED IRRIGATION REFERENCE CHART AND SCHEDULE, KEYS TO THE CONTROLLER, AND TWO QUICK COUPLER VALVE KEYS WITH GATE VALVE HOSE RIB ATTACHMENT, SHALL BE SUBMITTED TO THE CITY OF BAKERSFiELD RECREATION AND PARKS DEPARTMENT. 11. BEFORE THE START OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL SUBMIT ALL UNEDITED INVOICES OF SAID RAIN BIRO EQUIPMENT TO THE CITY OF BAKERSFIELD RECREATION R PARKS REPRESENTATIVE FOR THEIR MAXICOM DOLLAR FUND. PLANTING NOTES: i 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 ANO 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. t 4. ALL LANDSCAPE DETAILS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD. STANDARD LANDSCAPE DETAILS AND AS DIRECTED BY THE CITY OF BAKERSFIELD ENGINEER. 3 5. PLACE ALL TREES BEHIND 'UNE 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 RECREATION AND PARKS DEPARTMENT, A COMPOSITE SOIL SAMPLE FOR AGRICULTURAL SOILS TESTING AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION AND SHALL FOLLOW SAID RECOMMENDATIONS. A MINIMUM OF TWO (2) SOIL SAMPLES SHALL BE SUBMITTED TO APPROVED LABORATORY. PRIOR TO LANDSCAPE AND IRRIGATION CONSTRUCTION COMMENCEMENT, THE CONTRACTOR SHALL OBTAIN SOILS PREPARATION RECOMMENDATIONS FROM A LICENSED SOILS ENGINEER ANO 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 LABORATORYS RECOMMENDATIONS FOR DEALING WITH SAID SOIL, WHICH MAY INCLUDE REMOVAL AND DISPOSAL OF SOIL TO A SPECIFIED DEPTH A NO 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 C 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 ANO 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 DEUVERY 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 ANO 30'-0" FROM STREET LIGHT STANDARDS. 16. NO TREES OR SHRUBS SHALL BE PLANTED WITHIN THE FLOW UNE OF ANY DRAINAGE SWALES, CHEEK WALLS, INVERTS OR DRAIN OPENINGS. 17. LOCATIONS AND COUNTS ARE PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR SHALL VERIFY ALL PLANT COUNTS. PLANT SYMBOLS TAKE PRECEDENCE OVER QUANTITIES SPECIFIED. 18. PLANT MATERIALS WITHIN VISION TRIANGLES SHALL BE 24" MAXIMUM HEIGHT AS MEASURED FROM TOP OF CURB. 19. ALL SHRUBS SHALL BE SET BACK 30" MINIMUM FROM EDGE OF SIDEWALK TO CENTER OF PLANT. ALL GROUNDCOVER SHALL BE SET BACK 24" MINIMUM FROM EDGE OF SIDEWALK TO CENTER OF PLANT. 20. CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT CONTAINING A PHOTO OF EACH PLANT NURSERY STOCK, WITH NURSERY NAME, LOCATION AND CONTACT AS TO WHERE THE PLANT MATERIAL WILL BE SOURCED; MATERIAL DATA SAFETY SHEETS AND A SAMPLE OF EACH AMENDMENT TO BE USED; AND SPECIFICATION SHEETS FOR LODGE POLES AND TREE TiES. SUBMITTAL OF PLANT PHOTOS SHALL NOT BE CONSIDERED AS FINAL PLANT INSPECTION. A COPY OF THE SOILS LAB ANALYSIS AND RECOMMENDATIONS SHALL BE PROVIDED TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT AS PART OF THE SUBMITTAL PACKAGE AND PRIOR TO COMMENCEMENT OF PLANTING. 21. ALL PLANTS AND PLANTING SHALL BE GUARANTEED FOR THE 1 YEAR MAINTENANCE PERIOD DURATION BEGINNING AT THE FIRST DAY OF THE MAINTENANCE PERIOD. 22. ALL DEAD, DAMAGED OR BROKEN PLANT MATERIAL, INCLUDING GROUND COVER, SHALL BE REPLACED AT TWO WEEK INTERVALS. 23. WILTED AND/OR ROOT BOUND PLANT MATERIAL SHALL NOT BE PLANTED OR USED ON THE PROJECT. 24. CROWN OF PLANT SHALL BE JUST SLIGHTLY HIGHER, AFTER SETTING, THAN THE ADJACENT GRADE. 25. PRUNING OF TREES OR PLANT MATERIAL SHALL NOT BE TOLERATED. 26. PROCEED WITH PLANTING WORK ONLY AFTER IRRIGATION WORK IS COMPLETED, TESTED AND APPROVED BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 27. IF SUBSTITUTIONS ARE NECESSARY, CONTRACTOR SHALL PROVIDE A SUBSTITUTION UST 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 ALAS SHALL. HAVE A MINIMUM OF 3" DEEP OF SHREDDED BARK MULCH IN ALL PLANTING BEDS, DISTURBED EXISTING BEDS UPON COMPLETION OF EACH PLANTING AREA, UNLESS OTHERWISE SPECIFIED ON PLANS. 29. CONTRACTOR SHALL PROVIDE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT WITH SAMPLES AND/OR PRODUCT LITERATURE FOR REVIEW AND APPROVAL OF THE FOLLOWING - A. MULCH: Y." TO i" 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 ANO 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 .5 ik e. Lr 2 } 0) 0 r7 O co Eco C M W OZ0`0 N CL 00: qq- �0Z Z u- L Zoe Q J Ld N J co us V LTL co d =�" Lator J IL (j) C) ULO v Z O N W v Z m OD m R 3 m m a W W_ J L M� > U M 9 W W M � m 2 } 0) Eco in W N CL �0Z Zoe co us V v d =�" J IL (j) us Z O v Z m OD V W 0 3 m m a W v, LU M Z> ~ W JL jro Ji �a� C6 0 `ted 0 U w a N 0 L2 it sLn c(D 9 W W M � m 0) Eco J W N CL �0Z co us V v d =�" J IL (j) O ' O v Z m OD V W 0 3 m m a o v, Q Z> ~ W JL Ji �a� 0 `ted 9 W W M � m M 04 IVA Q LIMITS OF PUBUC PHASE 2 21 PROPOSED TRACT WALL PROPOSED TRACT WALL 1• 1w r"-,• IF 0 WPHASE 2 0 LU 0 53 Q UMITS OF PUBLIC 54 t LU STREETSCAPE LU N CONSTRUCTION L1.1 LTJ MEL UMITS OF PUBUC O W � } ' CONTRACTOR SHALL FURNISH AND INSTALL 11OV Q 1 Q STREETSCAPE V Z M 7 ®*-�POWER TO THE ELECTRICAL METER PEDESTAL AND CONSTRUCTIONZ t- y ` � IRRIGATION CONTROLLER AT THIS APPROXIMATE V" I E I LOCATION AND ACTIVATE. Q U 04 LOCATE IRRIGATION EQUIPMENT IN PLANTING AREA. y Q Uj �- ■■■ ■■ ■■■- Im in in Im -in la In IN Im Im In A(g) 6 INSTALL EZ-FLO■■��■■ MAN ■■■■■■■■�■■■■■■■ FERTILIZER INJECTOR Vsr A6 ■ R76 2" MAXIMUM FLOW = 45 GPM( N NOTES: 101 112" 1. PIPING, VALVES, ETC. SHOWN WITHIN I PAVED AREAS ARE FOR DESIGN CLARIFICATION ' ONLY AND SHALL BE INSTALLED IN PLANTINGO AREAS WHERE POSSIBLE. 2. SHRUB BUBBLER SET BACK 24" OFF 101 A7 ' HARDSCAPE. %" '�. �� \ ,� `, \ �f�t . t �►' u.�. 1 � ,' \ � ■ �, fid`\ IRRIGATION QTY CROSS OVER SLEEVE SCHEDULE= MODEL Elm III CONTRACTOR SHALL FURNISH AND INSTALL THE PULL EXTRA CONTROL WIRES (14 -BLACK, 14 -RED) f C;PMI RAD. & ONE COMMON WIRE FOR FUTURE IRRIGATION. LABEL AND INSTALL IN JUMBO VALVE BOX. INSTALL GATE VALVE 1 • .,-._. -- ��,�,,' // `\ 36 RAIN BIRD 1400 SERIES 1" 1 Jri 1401 BUBBLER O SCHEDULE 40 PVC SLEEVES: (1) 1 1/2- (FOR SHRUBS) SCHEDULE 40 PVC SLEEVES: O (1) 4" (FOR MAINLINE) ►, ■■■ ■■■.■■■■■ ■■■■■■■■■■■7■■■■■■■■ NONE ■ "mommommomm ■■■■■■■ LU Z 2 NOTES: » 1. PIPING, VALVES, ETC. SHOWN WITHIN 2 PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING A2 1" 5 » �) 2 (� 11 o A3 1" 25 .I AREAS WHERE POSSIBLE. ALL CHANGES TO THE ORIGINAL DRAWINGS AND EXACT LOCATIONS OF FACILITIES INSTALLED EXCESSIVE PROVIDE CHECK VALVES WHERE NEEDED TO PREVENT LOW HEAD DRAINAGE BEFORE FINAL INSPECTION. THE CONTRACTOR SHALL FURNISH 'RECORD DRAWINGS' TO THE I: PROJECT INSPECTOR AND CITY ENGINEER. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CROSS CONNECTION CONTROL OSCHEDULE STANDARDS AND CONNECTION CONTROL STANDARDS, AND SHALL PERFORM WORK IN SUCH A Al MANNER AS TO MEET CURRENT INDUSTRY STANDARDS FOR IRRIGATION SYSTEM CONSTRUCTION. CONTRACTOR WILL VERIFY ON-SITE WATER PRESSURE AND WILL ADJUST SYSTEM DESIGN F 40 APPROPRIATE 2. SHRUB BUBBLER SET BACK 24" OFF- ROOT TEING 1 5 13. ALL CONTROL WIRE NOT INSTALLED ALONG MAIN UNE WILL BE INSTALLED IN SCH. 40 PNC 5 CONDUIT. ALL CONTROL WIRE TO BE INSTALLED AS 14 GAUGE UNLESS OTHERWISE NOTED. Q HARDSCAPE. Z -- t (1) 1 1/2- (FOR TREES) CONTRACTOR IS RESPONSIBLE FOR THE ACTUAL PLACEMENT OF EACH COMPONENT AND FOR 0 WPHASE 2 0 LU 0 53 Q UMITS OF PUBLIC 54 t LU STREETSCAPE LU N CONSTRUCTION L1.1 LTJ MEL UMITS OF PUBUC O W � } ' CONTRACTOR SHALL FURNISH AND INSTALL 11OV Q 1 Q STREETSCAPE V Z M 7 ®*-�POWER TO THE ELECTRICAL METER PEDESTAL AND CONSTRUCTIONZ t- y ` � IRRIGATION CONTROLLER AT THIS APPROXIMATE V" I E I LOCATION AND ACTIVATE. Q U 04 LOCATE IRRIGATION EQUIPMENT IN PLANTING AREA. y Q Uj �- ■■■ ■■ ■■■- Im in in Im -in la In IN Im Im In A(g) 6 INSTALL EZ-FLO■■��■■ MAN ■■■■■■■■�■■■■■■■ FERTILIZER INJECTOR Vsr A6 ■ R76 2" MAXIMUM FLOW = 45 GPM( N NOTES: 101 112" 1. PIPING, VALVES, ETC. SHOWN WITHIN I PAVED AREAS ARE FOR DESIGN CLARIFICATION ' ONLY AND SHALL BE INSTALLED IN PLANTINGO AREAS WHERE POSSIBLE. 2. SHRUB BUBBLER SET BACK 24" OFF 101 A7 ' HARDSCAPE. %" '�. �� \ ,� `, \ �f�t . t �►' u.�. 1 � ,' \ � ■ �, fid`\ IRRIGATION QTY CROSS OVER SLEEVE SCHEDULE= MODEL HEAD TYPE CONTRACTOR SHALL FURNISH AND INSTALL THE NOTES" 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 C;PMI RAD. FOLLOWING IRRIGATION SLEEVES: 0 36 RAIN BIRD 1400 SERIES RWS DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH 1401 BUBBLER O SCHEDULE 40 PVC SLEEVES: (1) 1 1/2- (FOR SHRUBS) SCHEDULE 40 PVC SLEEVES: O (1) 4" (FOR MAINLINE) O OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT UP THE ATTENTION OF THE CITY OF 1. CONTRACTOR SHALL CHECK & VERIFY ALL SITE CONDITIONS, UTILITIES & SERVICES PRIOR TO BAKERSFIELD RECREATION AND PARKS DEPARTMENT. IN THE EVEN THIS NOTIFICATION IS NOT TRENCHING. PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS 1 1.00 NECESSARY AT NO EXPENSE TO THE OWNER. 2. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR MAXIMUM COVERAGE WITH MINIMUM SCHEDULE 40 PVC SLEEVES: (1) 1 1/2- (FOR SHRUBS) OVERSPRAY. ADJUST ALL IRRIGATION HEADS TO EUMINATE OVERSPRAY ON ADJACENT HARD 11. THE CONTRACTOR SHALL PROVIDE AND KEEP AN UP-TO-DATE 'RECORD DRAWING' SHOWING SURFACE AREAS. PROVIDE ADJUSTABLE ARC NOZZLE FOR IRRIGATION HEADS WHERE OVERSPRAY IS ALL CHANGES TO THE ORIGINAL DRAWINGS AND EXACT LOCATIONS OF FACILITIES INSTALLED EXCESSIVE PROVIDE CHECK VALVES WHERE NEEDED TO PREVENT LOW HEAD DRAINAGE BEFORE FINAL INSPECTION. THE CONTRACTOR SHALL FURNISH 'RECORD DRAWINGS' TO THE (1) 2- (FOR CONTROL WIRES) PROJECT INSPECTOR AND CITY ENGINEER. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CROSS CONNECTION CONTROL OSCHEDULE STANDARDS AND CONNECTION CONTROL STANDARDS, AND SHALL PERFORM WORK IN SUCH A 12. THE SYSTEM IS DESIGNED FOR THE PERFORMANCE LISTED ON THE IRRIGATION SCHEDULE. MANNER AS TO MEET CURRENT INDUSTRY STANDARDS FOR IRRIGATION SYSTEM CONSTRUCTION. CONTRACTOR WILL VERIFY ON-SITE WATER PRESSURE AND WILL ADJUST SYSTEM DESIGN F 40 APPROPRIATE 4. INSTALL RAI&RD SEAL-A-MA71C HEADS AT ALL LOW SPOTS ADJACENT TO PAVEMENTS WHERE ROOT TEING LOW HEAD DRAINAGE WILL CAUSE WATER WEEPING ONTO PAVEMENTS. 13. ALL CONTROL WIRE NOT INSTALLED ALONG MAIN UNE WILL BE INSTALLED IN SCH. 40 PNC 30 CONDUIT. ALL CONTROL WIRE TO BE INSTALLED AS 14 GAUGE UNLESS OTHERWISE NOTED. 5. ALL LOCATIONS OF IRRIGATION COMPONENTS ARE APPROXIMATE AND DIAGRAMMATIC AS SHOWN. (1) 1 1/2- (FOR TREES) CONTRACTOR IS RESPONSIBLE FOR THE ACTUAL PLACEMENT OF EACH COMPONENT AND FOR 14. INSTALL ALL VALVES AND Q.C.V. HIDDEN AND IN SHRUB BEDS INHERE POSSIBLE. VALVE OBTAINING APPROPRIATE IRRIGATION WATER COVERAGE. IF CONFLICTS EXIST CONTRACTOR SHALL BOXES SHOULD BE PERPENDICULAR TO THE SIDEWALK, CURB OR WALL NOTIFY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S 2 REPRESENTATIVE PRIOR TO PLACING THE COMPONENT. 15. CONTRACTOR WILL SUPPLY LAMINATED TWO (2) 1107 INCH AND ONE (1) REPRODUCIBLE (1) 1 AS -BUILT DRAWINGS TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 6. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND ,Q; SHALL BE INSTALLED IN PLANiING ARI=AS WHERE POSSIBLE. 16. USE ONLY 711 PVC CEMENT AND PRIMER. 7. ALL ACCUMULATIVE LATERAL AND MAINLINE IRRIGATION LINES RUNNING UNDERANY WALK OR 17. LABEL ALL VALVES WiTH META. TAG INDICATING CIRCUIT NUMBER AND CONTROLLER PAVEMENT TO BE INSTALLED 2.5 FEET DEEP, IN SCH. 40 PVC SLEEVES AT TWICE THE DIAMETER OF IDENTIFICATION. THE IRRIGATION UNE UNLESS OTHERWISE NOTED. ALL ELECTRICAL CONDUITS SHALL HAVE 1" MIN. DIA FOR 110 VOLTS AND 2" MIN. DIA FOR LOW VOLTAGE. 18. QUANTITIES FOR IRRIGATION EQUIPMENT AND COMPONENTS APPEAR IN THE LEND FOR CITY S OF BAKERSFIELD USE BIDDING CONTRACTOR SHALL NOTE THAT PLAN SHALL PREVAIL WHEN 8. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" VERIFYING QUANTITIES OF IRRIGATION EQUIPMENT AND COMPONENTS. COL OF EXCESS WiRE AT EACH SPLICE. LABEL ALL WIRES WITH WATERPROOF MARKERS AT ALL PCN -25 SPLICES, VALVE MANIFOLDS AND CONTROLLER. 19. CONTRACTOR. SHALL PROVIDE & INSTALL (2) HOT WIRES TO EACH VALVE. CONNECT ONE & 0.25 THE SECOND WILL BE A SPARE (RED). VERIFY WITH CITY OF BAKERSFIELD RECREATION AND 9. INSTALL VALVE BOXES 12" FROM AND PERPENDICULAR TO WALKS, CURB, LAWN, BUILDINGS OR PARKS DEPARTMENT. LANDSCAPE FEATURES. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL RAINSIRD SA SERIES SWING ASSEMBLY DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX SHALL BE 6' APART. SHORT SIDE OF 20, CONTRACTOR SHALL PROVIDE & INSTALL A SCH. 80 PVC UNION & BALL VALVE THE SAME THE VALVE BOX SHALL GE PARALLEL TO WALK, CURB, LAWN ETC. INSTALL ONE VALVE PER BOX SZE AS VALVE 0 EACH VALVE LOCATION. ONLY. ~ 21. CONTRACTOR SHALL ENGRAVE THE LETTERS 'IR" ON THE FACE OF THE CURB WHERE SLEEVE FLOW SMART CROSSINGS ARE LOCATED. 22 1" " _= F- I Uj i W J PHASE 2 o .� J UMITS OF PUBUC J m STREETSCAPE 53 a 1 W CONSTRUCTION LUt O 1n c',• LIMITS OF PUBLIC /� nn LLI to fj STREETSCAPE V Z M CONSTRUCTION Z --I + 1 = � � Q w PROPOSED TRACT WALL Q F- I ^" » L �-_ 2- !'''- -� ■■ ■■■ No '` '4 �- r' E g A�k ��K ■■■■■■■■■■■■■■■■■■�■■■■■■■■■■�• MAXIMUM FLOW GPM N m. ►� 2" 7.5 1. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING ASHE R AREAS WHERE POSSIBLE. 2. SHRUB BUBBLER SET BACK 24" OFF HARDSCAPE. DIN ___ TRACT NO. 5351 -UNIT i MAP BOOK 56, PGS. 180-182 PHASE 1 5 PROPOSED TRACT WALL 1- 1w �91 PROPOSED TRACT WALL I■■ ■■■■ 8 A10 11h"��������■ 1 a2J4 NKRLE3 1" TRACT NO. 6351 -UNIT 1 MAP BOOK 56, PGS. 180-182 fIIIIIIIII'I - - - - _ 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 KEY QTY CROSS OVER SLEEVE SCHEDULE= MODEL HEAD TYPE CONTRACTOR SHALL FURNISH AND INSTALL THE PATTERN PSI C;PMI RAD. FOLLOWING IRRIGATION SLEEVES: 0 36 RAIN BIRD 1400 SERIES RWS (SEE IRRIGATION NOTE NO. 7, SHEET L-5) 1401 BUBBLER O SCHEDULE 40 PVC SLEEVES: (1) 1 1/2- (FOR SHRUBS) SCHEDULE 40 PVC SLEEVES: O (1) 4" (FOR MAINLINE) O SCHEDULE 40 PVC SLEEVES: (1) 3" (FOR MAINLINE) 1.00 (1) 1 1/2" (FOR TREES) (1) 2- (FOR CONTROL WIRES) 1 1.00 (1) 2" (FOR CONTROL WIRES) (L) SCHEDULE 40 PVC SLEEVES: (1) 1 1/2- (FOR SHRUBS) SCHEDULE 40 PVC SLEEVES: O (1) 3" (FOR MAINLINE) Q SCHEDULE 40 PVC SLEEVES: (1) 1 1/2- (FOR SHRUBS) �--� (1) 1 1/2- (FOR TREES) (1) 2- (FOR CONTROL WIRES) (1) 1 1/2- (FOR TREES) OSCHEDULE 40 PVC SLEEVES- (1) 1 1/2- (FOR SHRUBS) SCHEDULE 40 PVC SLEEVES: O(1) 1 1/2- (FOR SHRUBS) 1 SCHEDULE 40 PVC SLEEVES: (1) 1 1/2- (FOR SHRUBS) 40 RAIN BIRD 1400 SERIES RM11S ROOT TEING 1402 BUBBLER 30 (1) 1 1/2- (FOR TREES) (1) 1 1/2- (FOR TREES) 1 (1) 1 1/2- (FOR TREES) OSCHEDULE 40 PVC SLEEVES: (1) 1 1/2" (FOR SHRUBS) SCHEDULE 40 PVC SLEEVES: O (1) 1 1/2" (FOR SHRUBS) 2 SCHEDULE 40 PVC SLEEVES: (1) 1 1 /2" (FOR SHRUBS) (1) 1 1/2- (FOR TREES) (1) 1 1/2- (FOR TREES) ,Q; (1) 1 1/2- (FOR TREES) 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 KEY QTY MANUFACTURER/SERIES MODEL HEAD TYPE NOZZLE PATTERN PSI C;PMI RAD. REMARKS 0 36 RAIN BIRD 1400 SERIES RWS ROOTINSTALL WATERING 1401 BUBBLER 30 0.25 _ TWO BUBBLERS PER TREE. TYP. 100X 1.00 W/ RWS-SOCIO BG -01 100% LS AREA 1 1.00 IRRIGATION MASTER CONTROL VALVE. NORMALLY CLOSED. MASTER VALVE WIRES TO BE INSTALLED 2. o� SEE PLAN _AW &DETAIL L. SHEET L-5. W/ SOLADA IN A 1 1/2- SCHEDULE 40 CONDUIT FROM EACH VALVE BOX TO IRRIGATION PEDESTAL 1 1/2" FLOW SENSOR. INSTALL PER MANUFACTURER'S SPECIFICATIONS. uAco © 1 RAINBIRD 40 RAIN BIRD 1400 SERIES RM11S ROOT TEING 1402 BUBBLER 30 0.50 - INSTALL TWO BUBBLERS PER TREE. TYP. 1 BADGER 2* W/ RWS-SOCK BG -02 SYSTEM W M POINT OF CONNECTION. (OPERATING FLOW RANG 2-170 GPM) SEE PLAN & DETAIL L. SHEET L-5. ,Q; o RAINSIRD 1804 SAW PRS POP -UPI PCN ROOT 3 INSTALL ONE BUBBLER PER SHRUB. TYP. S 423 HUNTER PCB BUBBLER NOZZLES WITH BUBBLER WATERING PCN -25 TRICKLE 30 0.25 - SEE DETAIL F , SHEET L-5. i. 24 STATION RAINBIRD ESP LXXME SERIES IRRIGATION CONTROLLER RAINSIRD SA SERIES SWING ASSEMBLY NOZZLE SYSTEM ET MANAGER & 2. INSTALLED WITHIN MODELOIATSB-22SS, STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. 24 STA. ~ 11.. INSTALL TREE BUBBLERS WITHIN SPECIFIED WATERING BASIN IN TURF AND GROUND COVER AREAS. REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-5 FOR IRRIGATION DETAILS REFER TO SHEET L-6 FOR SPECIFICATIONS VALVE ID CHART= MAXIMUM FLOW - 45 GPM ® Al A3 A4 A6 A9 A10 SHRUBS 1 15 1 25ILLEN, 11 1 17 ]4 26 ULiZill 13 € i 14 15 16 17 18 19 20 1 TREES A2 A- A7 FA -8 -fl X OF TOTAL LS AREA 1 5 1 7.5 1 6 1 6 COVERAGE Al VALVE ID VALVE SIZE CHART NUMBER 10 G.P.M. SCALE: 1 " = 20' 20 10 O 20 40 NOTES: IRRIGATION SYSTEM IS DESIGNED FOR 65 PSI 0 POINT OF CONNECTION. ASSUMED OPERATING PRESSURE = 30 PSI MAMMUM FLOW - 40 GPM FOR THE HOTTEST MONTH OF THE YEAR: IRRIGATION RUN TIME FOR SHRUBS (AT FULL GROWTH) = 10 MINUTES A DAY, THREE TIMES A WEEK (SCHEDULE CONTROLLER RUN TiME FOR SHRUB STATIONS 2 TIMES X 5 MINUTES; ONE HOUR MIN. BETWEEN WATERING CYCLES) IRRIGATION RUN TiME FOR TREES (AT FULL GROWTH) = 48 MINUTES A DAY. THREE TiMES A WEEK (SCHEDULE CONTROLLER RUN TIME FOR TREE STATIONS 3 TIMES X 16 MINUTES; ONE HOUR MIN. BETWEEN WATERING CYCLES) FOR REGULAR SCHEDULE AFTER ESTABLISHMENT. IRRIGATION SHALL BE SCHEDULED TO OCCUR THREE TiMES A WEEK BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM. UMITS OF PUBUC STREETSCAPE CONSTRUCTION F;4 PARCEL 1 PARCEL MAP NO. 11779 P.M. 8K, 59, PGS. 74-77 1 lL 1 Iii1t; _1 I 1I1 L- I�III J- IIII 2 69 66 6 64 63 62 g_ J C3 z 5857 56 55 5 3W .a�w5J BANGOR PLACE o 41 cn �� 08 391174o--,-41 ' Z [::5 !4 55 Li 81 49 0 51 52z a32 44 m 6 37 36 35 34 331S3���12 j m�26 L LQ W SUNCHASE � _ DRiVE 8 9 10 11 12 13 € i 14 15 16 17 18 19 20 1 ZONE VALVE WATER ! I ! I z LIMITS OF Pu JLAND m� to 21 0Lo z x ti a ELIC o `tONSTRUCi OW U7 �� 13 jj 1 I LLI I i l E i f i ! I F ----� - 1 _ ..i_l __ i ! L __ - r to -- T 7-7- PHAW! 4' i i I ;, Ili KEY MAP N.T.S. HYDROZONE TABLE HYDRO ZONE OR HYDROZONE AREA OF DESCRIPTKNIS/12EMARKS AREA OF ZONE VALVE WATER HYDROZONE X OF TOTAL LS AREA HYDROZONE Q5 6 USE COVERAGE SHEET L-5). INSTALL A SCH. 80 PVC UNION (SPEARS ICE 897 SERIES) & BALL VALVE COVERAGE 1 Al - A10 1 (DRIP) 10,778 SQ. FT. 100X 1.00 NOTE: 10,778 SQ. FT. 100% LS AREA 1 1.00 I HYDROZONE II I HIGH WATER USE: 3 MODERATE WATER USE: 2 THE HYDROZONE SETTINGS AND THE SQUARE FOOTAGE LOW WATER USE: 1 COVERED BY EACH HYDROZONE SHALL BE INSTALLED AS i PROPOSED IN HYDROZONE TABLE, AND IN ACCORDANCE WITH THE APPROVED PLANS. IRRIGATION EOUIPMENT LEGEND= THE IRRIGATION EQUIPMENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLM( SHALL PREVAIL KEY QTY MANUFACTURER MODEL DESCRIPTKNIS/12EMARKS SIZE Z AUTOMATIC CONTROL VALVES WITH I.D. TAGS (SEE DETAIL L. SHEET L-6 & DETAIL L6, Q5 6 RAINBIRD 100-PEB SHEET L-5). INSTALL A SCH. 80 PVC UNION (SPEARS ICE 897 SERIES) & BALL VALVE 1" ad (SPEARS #2122 SERIES) THE SAME SIZE AS VALVE 0 EACH VALVE LOCATION. ® 1 RAINBIRD 200-PEB IRRIGATION MASTER CONTROL VALVE. NORMALLY CLOSED. MASTER VALVE WIRES TO BE INSTALLED 2. o� 0 W/ SOLADA IN A 1 1/2- SCHEDULE 40 CONDUIT FROM EACH VALVE BOX TO IRRIGATION PEDESTAL 1 1/2" FLOW SENSOR. INSTALL PER MANUFACTURER'S SPECIFICATIONS. uAco © 1 RAINBIRD FS150P FLOW SENSOR WIRES TO BE INSTALLED IN A 1 1/2" SCHEDULE 40 CONDUIT FROM EACH 1 1/2" a J W VALVE BOX TO IRRIGATION PEDESTAL OPERATING FLOW RANGE FOR FS150P IS 5 - 100 GPM. 1 BADGER 2* M-170 CONTRACTOR SHALL FURNISH AND INSTALL 2" WATER METER AS THE IRRIGATION 2 " W M POINT OF CONNECTION. (OPERATING FLOW RANG 2-170 GPM) 0 ,Q; o WATER METER Io 3 SPECUNE# R83ESP 24LXMEF/VITSB-22SS/RB91046028/KCPCSA-LXMEF24KCP113GR a ESP-24LXMEF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: ♦- v MTM ETC -Lx i. 24 STATION RAINBIRD ESP LXXME SERIES IRRIGATION CONTROLLER QA 1 RAINBIRD ET MANAGER & 2. INSTALLED WITHIN MODELOIATSB-22SS, STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. 24 STA. ~ FLOW SMART 3. INSTALLED WITH MODEL#'RB91Q4602B GPRS/CELLULAR NETWORK MODULE 0 Wi MODULE 4. INSTALLED WITH MOOEL#KCPCSA-LXMEF24 SUB-ASSEMBLY/TERMINAL STRIP ac a U 5. INSTALLED WITH MODEL CP113GR GROUNDING PACKAGE NO MODEL #K PLXME-RG RAIN SENSOR WITH VANDAL GUARD. 1 HUNTER THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: - SYMBOL RAIN HUNTER MINI -COCK RAIN SENSOR MOUNTED WITHIN HUNTER RSG -MC STAINLESS STEEL I_..I a SENSOR GUARD ENCLOSURE STRONG BOX SGC-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" 0 POLAR -PARKA VIT PBB-75HP SPECIFICATIONS. SEE DETAIL G; SHEET L-6. (OPERATING FLOW RANGE 2-240 GPM) 110V POWER SHALL BE PROVIDED BY OTHERS TO THIS APPROXIMATE LOCATION _ (SEE PLAN). H 5 APOLLO 122T 122T APOLLO LINE SZE MASS GATE VALVE FOR ON/OFF CONTROL UNE SIZE 6 RAINBIRD 44 LRC/TSJ-18" QUICK COUPLER VALVE WITH TSJ-18". INSTALL IN AMETEK 10" ROUND VALVE BOX (TYP). NO SYMBOL 1 EZ-FLO EZO10-HC 10 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN 36"X24X24" VALVE BOX IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L APPROVED) o #14 AWG CONTROL WIRES, 112 AWG COMMON WIRE, ROUTE WITH MAINLINE COLOR OF WIRES TO BE AS FOLLOW: NO COMMON WIRE - WHITE SYMBOL AS APPROVED _ CONTROL WIRE - BLACK SPARE WIRE - RED _ MASTER VALVE WiRE - BLUE FLOW SENSOR - PAIGE IRRIGATION SPECJP7162D-A-REV 8 UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 AWG 1PAIR N SYMBOL - 3M - DBR/Y-6 WIRE CONNECTORS, USE FOR ALL WIRE CONNECTIONS - HD VALVE BOXES WITH BOLT DOWN UDS NO ENGINEERING HD _ 14" X 19" FOR MASTER CONTROL VALVE, FLOW SENSOR AND REMOTE CONTROL VALVES _ SYMBOL VALVE BOXES 10" ROUND FOR GATE VALVES AND QUICK COUPLERS JUMBO SIZE BOX FOR WIRE PULL BOX EACH BOX TO BE HEAT BRANDED WITH PROPER ID. PVC PIPE SCH. 40 PVC IRRIGATION MAIN UNE - SEE IRRIGATION NOTES NO. 6 AND 7, THIS SHEET SEE PLAN PVC PIPE SCH. 40 PVC IRRIGATION LATERAL - SEE IRRIGATION NOTES NO. 6 AND 7, THIS SHEET SEE PLAN PVC PIPE SCH. 40 PVC IRRIGATION SLEEVE - SEE IRRIGATION NOTES NO. 6 AND 7, THIS SHEET SEE PLAN '�- fd �mZ r co Z J ad IL o� 0 Z �Z uAco V a J W d = IL Z W M 0 ,Q; o Io 3 a m ♦- v Q m co Ld ~ Ld 0 Wi ac a U I_..I a N Z 0 C o OD LL Oj co Z J ad IL 0 Z uAco V a J Ac d = IL Z 0 ,Q; o =moa 3 a m ♦- v Q co Ld ~ Ld Wi ac a OD LL Oj r AM NAM - 101D;W NOTES: L WIN 610056118 OVER RM%k* S OR ANT OiIlR IMM SUVAOL at IL On LAE AL ISAMA MOW NV NAiER LINTS SNML BE OWALW 25' O1 IRRIGATION CONTROLLER: 1 jalW 17W N A WGM9 U 40 FMG S %EVE. SLit1iE SIWL M 2 PVC SCH 40 TEE OR EL INSTALL CONTROLLER AND CABINET INTO V.I.T. S822SS Tm DLANEfEt Or caw / FrNS ALL 8ffi1RIOA COIWIT $ VE SWILL IMVE r NIL. DLA FOR NO MOLTS AND 2' IN DIA FGR LGN � saam VOLTAGE. SEE GNY STAMMM 910 L-A MAL K fENOALE PAW MILE PLANT ROOT BALL _ @ 1 -INCH CONDUIT AND FITTINGS TO POWER SUPPLY ® 2. MERE iW RMi W NAWM MM ISAIM SYSTEM E N m Tie wm Ln POWER SUPPLY WIRE RA6e agbAnON6ONtm VWM,TIEWA" GABLEHaTAOTC"WOWWAGT Arne•oum �5 2 -INCH CONDUIT AND FITTINGS FOR STATION WIRES omROARm" MiN 7W POPER $MY OR VALVE PIRM LOGAIE TIE NAW &JUW Aro TATs» N WNCAM i WTAENMNLIEATAgMOCKFIOSNIOII LO NWAr*a ?: f MORE TIMIf oNE LiE E NSTALLW PEt TRENpL PRDVpE s oraaAc ramntole OY toad NOROMAL AV VERT" 6EPARAi10K WASHED GRAVEL 4 ALLPUG WLVW NWWU W ifs 4 ftft I5 tIl MAN LINE IMliI m oN MAN UE 00. Nmu NO 5. LAWW*VE IVO 0006I1iM 110000MNS N4lMll ilE im SIMMT VMVAlW SIFUI RM-"YFNY AN OM NSTA MO - WrAL V) MM Q= MW G11Y 510111ls V8VM OQ io' fOItM� dow P51RU OR IMfiIMMMQS= .. p1 �1N VIEW L MM OM STREET Gilts ARE 015111M TO IWALL VAR= � BRICK (1 OF 4) LiE MIIBAiIAI LJES ADA71t NOtEe, ALL 51RemT PATGINB MfNN a Z INE CffYR1 ff"W-/TAY9VUBENKIi MACE MMCAY wxA Oi2EMam CONTROL VALVE STAM MD ST -0 OR AS DOW W Br w GNY Evem °� $ 1 ALL MItl6mO wom LIES SHALL BE GLA0$ 200 PMfti 1IOtr Ns►ab = }� E A LAIBIAL LIE 6 LOCATED INTER A (MRD SWAM. � I SGI E 10 PVG L5 WXitRI'D # Fa BY IN REOREA110N NO PARKS DALE m sum HIL, NOf 2. AL NM%Z SIMM. W sLlWU MO FVC. ALMM mm A MEN 1l R 8 A Q W9E N MM DM05f,TM ALL IMMATO ttm ttMNtm a �s m 91AL BE UMMUL° w0 FMG PARKS DMIBGTOR iNE At PROVW VLM ML RBfiIMM TON 1MN LN5 LMM THAN 2A" 00m0 N VW4V Et (LSE W A M M BM S. ALL MtR16ATM WNINOI. VALVES SIMLL BE RAOW N A R.ASTIG LIIW SIMM. BE 501W MN 6GNplEt IIW BLOGi.'Sr If wom 0 AOCORDMGE MIN HWAGIUIM'S WOKOM" ANP 1W VALVE f= 9MLL BE 20" 60W 1134H MOW GRADE N IUM AS ONE= BY iM 14ZREAiM AiV PAM D160OR AND 20 (SOME) ARM FML51W MADE N "AM A k WE WE 641Y 51ANMJ1D 9W L4 FOR MW 9 OX DETAIL, FlA6M FdL*M VALVE W)S AO LVS OR AFFMO EOML 4 ALL NR16ATO NAM.M 20 80W N 01AM It AAD (E) LATE _ _ LINE LESS SIMM. BE 50MLE 40 PM6. NtI6I17LON NANLNN BREAlVR LIPS WBE AFFROVW Pr INE lMGIO=J1110N AVD PARKSr "M120 {3' MW N DIAMEOER S L W TIE ftt 501PLE 40 OR 0ONV WTTOR� AFPIODvBD Er9IIN1l BK nE PFLfLFJ►TION AND PAIIr3 DMIEGIIDR SNKZ VALYM t1Da FlW WtZ5 W")W tietmeRAOE 10 ARr AIV ALL 6NMM 91ALL BE AFFR011W 9f ft 116plE%" uD'fo*p IVO PAW DIr XR PRl0R TO #fUH fMi k 61IIGK GOIJR.ERt t�5 Ft00 GrJtlb 10' tO011tD 4MOK SM WSL%V LALLM MATiONIISTALMOSIMLLBENAV.M CE"m .rmum SOOMNVC40 ar 6ffY STMVAM INE LATEST AFAVMW EDITION Of M tIlM w mm AWQWW V &ff sOAMDAIr, FLRMIMLB WK NN VAGIONRS XWOMMOAT10N51 SBG'TION Nd! 1m GALARm gm 20 OP TIE STANPAW 9`0WLA'N ft NV A6 DMM61W WINE «Pae 94U ROR awm nTJUw Ae fNUM110N AND PAM DOOM Tim° ovab AD DMMN no Aw D. AIL INTERNI ww 9LNL BE m AID m PRO" 1MwE6fi011s. • el Rm IM1#URW FOR LAM NANI:OLD fIINMLE OF VALVE$ SM a d. SEE APPRWW VAVI CAV AV FASM ON FLANS AD UNM LA10tAL y, RACE twaAtlaltuaitloL FOR SPEOFIG IQ7DE. NiIaiER 51T)N 6WViIITY, FwUFAGTINl9t FOR AL ExTiVI MOW AND FINVIOWM i15009 MM AtOFCiIbWIAtILf tTACetMwaKNesammmimmm K W Ones: C W OR MMNB NAY M ALOMV ow ne"WE w o9w inewma MMnN MMI6ATgN PMS Y71t CONTROL LIE 11®IGtI m ne t of wx fowl" WATT WIS M 10 so+cLoacroemae 0 Mlri.T1FA�.E LiNES CITY OF BAKERSFIELD REVISIONS DETAILS FOR PIPING, ui ui L-6 TRENCHING, AND BACKFILL AWROM Rmx= STANDARD PLAN NO. 2 L-2 si f . ofr _.IL Arr,roveu amxxm Dere TOP OF VALVE BON 25' b:l[waN 1m a" HAM NEE NOTE IS ON EI DAEiiON LOOP at IL On LAE INS FOR ALL NNE&; "NO 6ftA05 O1 IRRIGATION CONTROLLER: 1 am PVC SCH 40 TEE OR EL INSTALL CONTROLLER AND CABINET INTO V.I.T. S822SS coNnta CMITti MREpEnAw NRE STAINLESS STEEL ENCLOSURE PER MANUFACTURER'S VE Comm mm RECOMMENDATIONS. saam BASKET WEAVE CANISTER (INCLUDED) fENOALE PAW MILE PLANT ROOT BALL 8L IIT) @ 1 -INCH CONDUIT AND FITTINGS TO POWER SUPPLY ® BRICK (1 OF 4) POWER SUPPLY WIRE 1r� ADD iNIEADCfl am �5 2 -INCH CONDUIT AND FITTINGS FOR STATION WIRES 8 OVALVE WIRES TO REMOTE CONTROL VALVES - NOTES: 16 15 14 13 12 11 (LENGTH AS REQUIRED) N ELECTRIC REMOTE -CONTROL WASHED GRAVEL SEE VETAL x IRAN VDf E POR VALVE Nmu NO im SIMMT r W NSTA MO - WrAL V) MAN V wm z p1 �1N VIEW LME BRICK (1 OF 4) LiE 3 4 4 3 a Z BRING THE CONTROLLER UP TO 48 STATIONS MAXIMUM. wxA Oi2EMam CONTROL VALVE S. ALL ItR16MO GOAIttOL MILES k WA AMC*"* 9VU MEN GAMBE UL 5f16L E SM W W"ER MMIE TAMW A D BUD1.W AT In 1SA11) NIEtVAS AV }LAOW)m TML' 2. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH T PG61110N . NDtES: ` sm L IN 1OWN ON ALL TfIlEAM JAMS. S. 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W A DMF80ENf CAM TIMI 1M ME ISW TO M SEE APFADVW LNOCA FE01MMTI0 MAD Atli 156M ~12 VALVES: (OTE CAM FOR AL VALVE MRE51 ONE CAM FOR 9 M4G NODE. l4MI3A S=dOANW NMWACI1MER4 FOR AL ExTiVI MOW AND FINVIOWM i15009 MM CITY OF BAKERSFIELD REVISIONS DETAILS FOR REMOTE CONTROL VALVES STANDARD PLAN NO. ui ui L-6 �- at= _lL. AWROM Rmx= -1 BACKFLOW � M M V MASTER VALVE FF] FLOW SENSOR E L-5 1OX PIPE 5X PIPE DIAMETER DIAMETER UPSTREAM DOWNSTREAM 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 WES D BRAVE iw 16Nf_~Y ONLY V (O.4w wm Off-CNOAY LIE EL EG m" GO MIT 01 NOTES: L MIN Gf0066N6 OWER RDADFLAYs OR AIK Of16t tVlRfi BAiPAL$ ALL E.E07NIGM. NRINB AND WM IDIS SKI. 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ANAL IWAU ATIONS MAwi FANGS OR PM00AY69WL W MW'661W BY F0W iCW ROADNNY/WJVK#W 0 9.�ME 60iI7t1T/PPII6 40 1 -..-.-D GRADE 4 NO OM C4WJT OR M* MAY N MUM IMNN ELFOIRK.AL OR Whim LME iilE" -- CITY OF BAKERSFIELD REVISIONS DETAILS FOR ELECTRICAL CONDUIT TRENCIING, SLEEVM, AND BACKFILL STANDARD PLAN NO. sxr -A- (W _ _14 nneovm FAM xxI= Dere L-3 TOP MOUNT 5TH ar4laft comwum Topmw AUTOMaTIG 7 AUi • STARM 51 Y Gt ffROLLER•-.. N ® 9w, 75.1RIP5" DcLom �, o• (a.l w 120 -VOLT SERVICE 1 N COIiOIJIT. PV LONG SYEEP HL - iiZONt V�v � A5 . mm (STRONG BOX IN va X15) OR APPRUVED MUM. O IRRIGATION 00"WLLM E W W%lM NOTErpt L MSE SGIMl U GO PA W110M MINI M BCLASW 5. ALL 1101SAiM WALATrON SWU W N A"ZOOMM WM 2. CONSiW OS' WAW WA 6LA5 V C CREWE SLAG A6 CJIY STMI)M , INE LAifST EPITON OP iNE GAM') NA PL1 M FMMW TO PSOVE iNE RMAL NOUNW 0"7 ON CONTROL cM AID i APAGAMCRS iE MODATi01L56 70 20 Or c4ffjL GA4fI1GT o3` asOMd am iO qm 1mJ1lm TIE SIAWAIOD 9890 %A 6d AIV Ai VIW= Br iNE DE01Y PRIOR TO RA0W OF CO WDE SLM6 NOREAIION AO FAlMCS OMMGTOR s ML PRIGATW 6OImto m e10LOSIRES STALL BE TDP NOUR, & ALL NMM5 9YV.L EE WH AV "llE MWN DBPEcf6; OF A VANPOL AV NEMW RE5MANf MUM HOO&VArRM 1. SEE AFFRM LA W FE / NLRI6A7iON RAS ENNABY OF $04 GRADE 91AILM MR NV LEsM Fat 5!'EOM90 MM MMM SM alANMMP5sNM1i°AGAItMALV FEWOWAU 4 POIMIW GONOIoEIE BASE - 6' Awl TIIGOES6: EtL115V CONGfMIE 6r BEfAO OUfsDE DM @Fi1011i OF ECLAdAM NINA LOC SLOPE 8 ANY AND ALL CIVMM FROM iM5 STAIOAM SM BE f0R 0t4IlAf E, AFFFDVW Of TIE NYANZA" AVO PAiKS V16CTOR FRIOR TO ANY TYFE OP 60N'iT16ON. CITY OF BAKERSFIELD REVISIONS DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER ENCLOSURE STANDARD PLAN NO. @MODEL PCB BUBBLER @FINISH GRADE V RAINBIRD SWING ASSEMBLY @LATERAL TEE OR ELL ( LATERAL PIPE F L-5 555�z� m 'o aoo INSTALL ONE PCB BUBBLER PER SHRUB, TYP. PCB BLEELM PER HUNTER SPECIFICATIONS N.T.S A A o o 01 FINISH GRADE/TOP OF MULCH OQUICK -COUPLING VALVE: RAIN BIRD MODEL 44LRC @ VALVE BOX WITH COVER: RAIN BIRD VB-6RND O4 3 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL O (LENGTH AS (REQUIRED) O BRICK (1 OF 2) O PVC SCH 40 STREET ELL �8 PVC SCH 40 TEE OR ELL �9 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. G QUICK COUPLING VALVE - MODEL " LRC .1 FEBCO MODEL 826Y L-rj REDUCED PRESSURE ASSEMBLY - OUTSIDE INSTALLATION N.T.S L-5 PER RAIN BIRD SPECIFICATIONS it N.T.S FINISH GRADE/TOP OF MULCH O1 IRRIGATION CONTROLLER: 1 RAIN BIRD ESP-LXME CONTROLLER IN PLASTIC CABINET. PVC SCH 40 TEE OR EL INSTALL CONTROLLER AND CABINET INTO V.I.T. S822SS (MODEL RAINBIRD VB-10RND) STAINLESS STEEL ENCLOSURE PER MANUFACTURER'S OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS CIRCUIT RECOMMENDATIONS. 3 BASKET WEAVE CANISTER (INCLUDED) @ JUNCTION BOX PLANT ROOT BALL 3/4 -INCH WASHED GRAVEL @ 1 -INCH CONDUIT AND FITTINGS TO POWER SUPPLY ® BRICK (1 OF 4) POWER SUPPLY WIRE 1r� PVC SCH 80 NIPPLE (CLOSE) �5 2 -INCH CONDUIT AND FITTINGS FOR STATION WIRES 8 OVALVE WIRES TO REMOTE CONTROL VALVES 3" MiN. DEPTH OF NOTES: 16 15 14 13 12 11 (LENGTH AS REQUIRED) N ELECTRIC REMOTE -CONTROL WASHED GRAVEL SIZE 1. ESP-LXME CONTROLLER IS AVAILABLE IN 8- OR 2 =i ; ij -; s , i-__ r W 5 12 -STATION BASE MODELS. ADDITIONAL MODULES IN FINISH GRADE V 1' z ars 4-, 8- AND 12 -STATION VERSIONS MAY BE ADDED TO BRICK (1 OF 4) • 3 4 4 3 a Z BRING THE CONTROLLER UP TO 48 STATIONS MAXIMUM. FLOW SENSOR(S) 11 10XOF I P PE R 11 ® 2. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH 3 FILTER FABRIC H MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT 1" SCH. 40 CONDUIT FROM DIAMETER W ♦aR w V w THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE BOX TO CONTROLLER OF PIPE ° O SEE FLOW SENSOR WIRING DETAIL ' a VALVE AND COMMON WIRES FROM FIELD TO 18 AWG FOR WIRING DIAGRAM 10 CONCENTRIC REDUCER MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. 4 g 3. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. MASTER VALVE TO FLOW SENSOR 4. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE ° • c' zma GROUND RESISTANCE OF 10 OHMS OR LESS. H ESP-LXME CONTROLLER W PLASTIC CABIN L-5 PER RAW BIRD SPECIFICATIONS N.T.8 .1 FEBCO MODEL 826Y L-rj REDUCED PRESSURE ASSEMBLY - OUTSIDE INSTALLATION N.T.S 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. K ISOLATION GATE verve DEriu. L-5 Krs O1 FINISH GRADE/TOP OF MULCH O it 7--f FINISH GRADE/TOP OF MULCH O4 1/2- (1,3 CM) MALE NPT INLET (INCLUDED) VALVE BOX AND COVER PVC SCH 40 TEE OR EL t 1-_-` (MODEL RAINBIRD VB-10RND) v O7 OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS CIRCUIT 4" (10,2 CM) WIDE X 36" (91.4 CM) LONG RIGID 3 BASKET WEAVE CANISTER (INCLUDED) �- O9 PLANT ROOT BALL 3/4 -INCH WASHED GRAVEL 6"0 PVC PIPE (LENGTH VARIES) ® BRICK (1 OF 4) FINISH GRADE/TOP OF MULCH 1r� PVC SCH 80 NIPPLE (CLOSE) 8 OVALVE BOX WITH COVER - 12 -INCH 3" MiN. DEPTH OF PVC SCH 80 NIPPLE 16 15 14 13 12 11 (LENGTH AS REQUIRED) N ELECTRIC REMOTE -CONTROL WASHED GRAVEL SIZE N.T.8 G =i ; ij -; s , i-__ r W 0 FINISH GRADE V 1' z ars -Irl=jEz- BRICK (1 OF 4) RAIN BIRD FS SERIES 3 4 4 3 a Z - FLOW SENSOR(S) 11 10XOF I P PE R 11 ® 36 -INCH LENGTH OF COILED �-- 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. K ISOLATION GATE verve DEriu. L-5 Krs O1 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) O5 PVC SCH 40 TEE OR EL O6 PVC OR POLYETHYLENE LATERAL PIPE v O7 OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS CIRCUIT 4" (10,2 CM) WIDE X 36" (91.4 CM) LONG RIGID 3 BASKET WEAVE CANISTER (INCLUDED) �- O9 PLANT ROOT BALL QaoaAmao 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. L ROOT WAIF M SYSTEM INSTALLATION FOR TREES L-5 PER RAW BIND SPE 2=ICATKM O1 t�1 RAIN BIRD PE/BPE SERIES MASTER g 6 6 @ VALVE a O36 -INCH LENGTH OF COILED WIRE TO 5 O SATELLITE CONTROLLER MASTER VALVE 2 1 5"-� 7 8 O CIRCUIT O O 3.0 -INCH MINIMUM DEPTH OF Q7 -\ 8 10 9 3/4 -INCH WASHED GRAVEL \ J 9 ® BRICK (1 OF 4) FINISH GRADE/TOP OF MULCH O7 PVC SCH 80 NIPPLE (CLOSE) 8 OVALVE BOX WITH COVER - 12 -INCH 9 PVC SCH 80 NIPPLE 16 15 14 13 12 11 (LENGTH AS REQUIRED) N ELECTRIC REMOTE -CONTROL VALVE PEB SERIES SIZE N.T.8 G FLOW Z 0 r W 0 FINISH GRADE V a z ars ut 7 O RAIN BIRD FS SERIES 3 4 4 3 a Z FLOW SENSOR(S) 11 10XOF I P PE R 11 ® 36 -INCH LENGTH OF COILED 5X H PE -CABLE TO FLOW SENSING 1" SCH. 40 CONDUIT FROM DIAMETER W ♦aR w V w EQUIPMENT AT CONTROLLER ASSEMBLY VALVE BOX TO CONTROLLER OF PIPE ° O SEE FLOW SENSOR WIRING DETAIL ' a FOR WIRING DIAGRAM 10 CONCENTRIC REDUCER M FLOWSeMRAMMASTM VALVE 040MALLY a_0SM) 11 1 1/2" SCH. 40 CONDUIT FROM MASTER VALVE TO FLOW SENSOR L-5 N.T.S O1 30 -INCH LINEAR LENGTH OF 2 3 4 5 WIRE, COILED 6 @ WATERPROOF CONNECTION a W RAIN BIRD SPLICE -1 (1 OF 2) N O ID TAG: RAIN BIRD VID SERIES 7 8 O REMOTE CONTROL VALVE: O RAIN BIRD PESB-PRS-D 4d WITH NP-HAN 9 VALVE BOX WITH COVER: RAIN BIRD VB -STD 10 O6 FINISH GRADE/TOP OF MULCH O7 PVC SCH 80 NIPPLE (CLOSE) 8 PVC SCH 40 ELL V 9 PVC SCH 80 NIPPLE 16 15 14 13 12 11 (LENGTH AS REQUIRED) N ELECTRIC REMOTE -CONTROL VALVE PEB SERIES L-5 PER RAIN BIRD SPECIFICATIONS N.T.8 CENTERED MAINLINE ® BACK-/ \ OF SIDEWALK BUBBLER. LATERAL LINE 12" BACK OF EACH SHRUB. P TYPICAL PLANTING 6 IRRIGATION LAYOUT L-5 wrs BLOCK WALL 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 lo -g po o z to Lu V; � a W N mr O 4d rn 0Z W V ♦� 9L DF- Z 0 r W 0 to V a z ars ut z 3 m a Z a0 W V H cc � W ♦aR w V w wRi Cc OWC o Ck `d m d U ui ui m Z 0 P uj <Ln c� V; � a W N J a, O 4d 0Z W V ♦� 9L O Z 0 r W 0 to V a z ars 3 m a Z a0 v V H cc � W ♦aR w V w wRi Cc Ck `d 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. SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. 11. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. 12. INSURANCE: THE CONTRACTOR SHALL OBTAIN (AND KEEP IN FORCE DURING THE PERIOD OF THE CONTRACT) PUBLIC LIABILITY, WORKMAN'S COMPENSATION AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY ALL APPLICABLE CODES AND REGULATIONS. 13. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, EXISTING PLANTING, CONSTRUCTION, PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. 14. COORDINATION: CONTRACTOR SHALL COORDINATE ALL LANDSCAPE CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK. 15. PLANTING PLANS: THE PLANTING PLANS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN, EXISTING IRRIGATION, EXISTING PLANTING, ARCHITECTURAL FEATURES AND UTILITIES. 16. DIMENSIONS: ALL SCALE DIMENSIONS ARE APPROXIMATE WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 17. PLANTING NOTES: SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. 18. MATERIALS: ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION OR THE BEST GRADE OF THEIR RESPECTIVE KINDS THERE INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 19. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND 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 LIMITA110N 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, BACKFILUNG 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, UTTER 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. ALSO A SET OF 11X17 LAMINATED & DIGITAL "AS BUILT" COPY WITH HIGHLIGHTED COLOR CODED IRRIGATION REFERENCE CHART AND SCHEDULE, KEYS TO THE CONTROLLER, AND TWO QUICK COUPLER VALVE KEYS SHALL BE SUBMITTED TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 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