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1.5-6757 Ph 4 & 5
LIMITS OF PUBLIC LANDSCAPE CONSTRUCTION t psi TA'TY7TSR--1 _ , t F : t F^" i AVA wmmug SCALE: 1 ti CENERAL 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-INSTALLA11ON 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 IRRIGA11ON 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 1S 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 INSTALLA11ON OF THE IRRIGATION SYSTEM IS COMPLETED. FINAL GRADES HAVE BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND SGL 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 SOL 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 UN11L 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. --� PACHECO ROAD '[2�]FAIRVIEW ROAD 19 20 21 22 El 24 19 0 0 Q 30 0029 28 0 27 a � 26 30 MrTCHEN ROAD w m 25 HOSK NG 31 3 < 33 u' 34 35 36 31 a McKEEIROAD GREENFIELD TAF HWY. PUMPKIN 5 1.7..94 3 N _CENTER 1 /l 6 Y 2 CURNOW PROJ CT Q C� oo g w 8 � 10 � 11 12 7 a N c� 17 5_6 f�. 4 f / I-- i --I F ----i F ---I 15 14 13 [18 VICINITY MAP NO SCALE NOTES: ALL POINTS OF CONNECTION FOR ELECTRICAL SERVICE FOR IRRIGA11ON 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 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: BANCHMARK DISK STAMPED - 1 1157 RESET 1969 AT OLD RIVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER ROAD, IN THE TOP OF THE EAST ENO OF THE NORTH CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CULVERT B 11.44 OVER STINE CANAL, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST OF THE CENTER UNE OF OLD RIVER ROAD LEADING NORTH, AND ABOUT LEVEL WITH THE HIGHWAY. ELEVATION = 343.30' (USGS DATUM NAVD 88) THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF WALK TO THE BACK OF WALL 1& 7,977 SF. THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF CM TO THE BACK OF WALL IS: 13,143 SF. THE TOTAL SQUARE FOOTAGE OF THE MEDIAN ISLANDS AS MEASURED FROM THE BACK OF CURB TO THE BACK OF CURB IS: 16,332 SF. THE TOTAL LANDSCAPE SQUARE FOOTAGE OF THE MEDIAN ISLANDS IS: 4,978 SF. ENGINEER'S STATEMENT: 1 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. #�l1 l� Rti? SHEET TITLE -L-1 TITLE -SHEET L-2 PLANTING PLAN & LEGEND L-3 PLANTING DETAILS & NOTES L-4 IRRIGATION PLAN L-5 IRRIGATION DETAILS & NOTES L-6 DETAILS L-7 SPECIFICATIONS ROGER McINTOSH, MciNTOSH & ASSOC. DATE R.C.E. # 33322, EXP. 6-30-16 REVIEWED BY: RECREATION AND PARKS DEPARTMENT DATE REVIEWED BY: TRAFFIC ENGINEER DATE 4 APPROVED BY: `- I Z- NICOLAS C. FIDLER, PrJBErC WORK DIRECTOR, CITY OF BAKERSFIELD DATE R.C.E..# 61069, EXP. 12-31-16 APPROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENANCE. 105-6757 maw 0 co 0 'Q .Z 0 Ix - (j) W Z S z = Q W 2 oto f o� Z ots o. W W �z Wz co = U) CE W H J W W M ![ Z O �- - Z [L Z r,,;CL ; W w � V cc J W r � H � to IxV� a •c CL mo o� U � d W �a zo o ,y, W_ N to<0 N N 0 co 0 'Q .Z 0 Ix - (j) W Z S W = Q W 2 oto f Z J Z ots o. W W �z co = U) CE W H J ![ Z O �- - Z [L Z r,,;CL ; W w � V cc J W r � H � to IxV� a •c CL I U Q Z W _Z LL ' J � =Q� Q U) Z<;� Q QCO) � to Z CO on SEE TRACT 6758 LANDSCAPE PLANS FOR CONTINUATION. TRACT 6758, QTY BOTANICAL + N SIZE REMARKS WUCOLS i/Q UNIT 3 ,y W W F- r oc T 4 LAGERSTROEMIA 'MUSKOGEE' CRAPE MYRTLE 24' BOX PLANTING LEGEND - TREES LOW WATER NEEDS BLOCK WALL 44 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 QTY BOTANICAL COMMON SIZE REMARKS WUCOLS NAME NAME r r oc T 4 LAGERSTROEMIA 'MUSKOGEE' CRAPE MYRTLE 24' BOX MULTI -TRUNK DECIDUOUS LOW WATER NEEDS BLOCK WALL 44 HEMEROCA LIS EVERGREEN 1.5"-2.5" TREE MODERATE GUTTER AND o z HYBRID DAYLILY CALIPER FLOWERING SHRUB WATER NEEDS Z 9 PRUNUS CAROLINIANA CAROLINA LAUREL CHERRY 24 BOX 1.5"-2.5" STANDARD EVERGREEN TREE LOW WATER NEEDS } 'TEXAMUM' CALIPER cc W 0' TO 0.4' 87 CALLJSTEMON BOTiLEBRUSH 24' BOX STANDARD LOW WATER OL 23 PISTACIA CHINENSIS CHINESE ., t` DECIDUOUS LOW WATER W 87 'KEITH DAVEY PISTACHE 1.5"-2.5" TREE NEEDS � 'ORIENTAL PEARL' N CALIPER FLOWERING SHRUB NEEDS 0:aQ Q � 24' BOX STANDARD SOW WATER • 19 QUERCUS ILEX HOLY OAK EVERGREEN NEEDS 1.5"-2.5" TREE mc) CALIPER WUCOLS = WATER USE CLASSIFICATIONS OF LANDSCAPE SPECIES. 2 PLANTING LEGEND - SHRUBS 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 QTY BOTANICAL COMMON SIZE REMARKS WUCOLS NAME NAME r r oc SHRUB 55 DIETES VEGETA FORTNIGHT LILY 5 GAT, EVERGREEN FLOWERING SHRUB LOW WATER NEEDS BLOCK WALL 44 HEMEROCA LIS EVERGREEN 5 GAL EVERGREEN MODERATE GUTTER AND o z HYBRID DAYLILY FLOWERING SHRUB WATER NEEDS Z 223 LIGUSTRUM JAPONICUM TEXAS PRIVET 5 GAL EVERGREEN SHRUB LOW WATER NEEDS 1 2% i 'TEXAMUM' Z cc W 0' TO 0.4' 87 CALLJSTEMON BOTiLEBRUSH 5 GAL EVERGREEN LOW WATER OL 0 'LITTLE JOHN' W ., t` FLOWERING SHRUB NEEDS W 87 RHAPHIOLEPIS 1. INDIAN HAWTHORN 5 GAL EVERGREEN LOW WATER � 'ORIENTAL PEARL' N FLOWERING SHRUB NEEDS WUCOLS = WATER USE CLASSIFICATIONS OF LANDSCAPE SPECIES. q ASHE ROAD (TRACT BOUNDARY) L 55 =70' EXIST PA"EN T 5 EXISTING TYPE 'M' MEDIAN CURB TO REMAIN TRACT 6757, UNIT 5 VARIES i VARIES EXISIING TYPE 'M' MEDIAN CURB R' EXISTING z CURB AND GUTTER 2% WALL PLANS FOR TRACT 6757 WERE APPROVED 8/22/07 rB SECTION - ASHE ROAD L— 2 NOT TO SCALE REFER TO SHEET L-6 FOR CORNER MONUMENT DETAIL ASHE ROA!, . u is nr , lv%A% % q ASHE ROAD (TRACT BOUNDARY) 7 i i EXIST. PA VEMENT TO REMAIN oil EXIST. A.C. DIKE TO BE REMOVED Wu Q R/W tam 9!-10'V 9 -10' I VARIES I'- 7' i Q i I 2� 2X 1 A EXISTING BLOCK WALL PAD ELEVA ZION RETAINING DIFFER' £N1IAL 0' TO 0.4' _ LANDSCAPE AREA EXISTING 5.5' COMBINA TION SIDEWALK 2' PROPOSED TRACT WALL <1 MEDIAN CURB 2 55' TRACT 6757, UNIT 5 ' z � IW SCALE: 1 " = 20' RIW I4 20 10 0 2-0 40 9' y I WALL PLANS FOR TRACT 6757 WERE APPROVED 8/22/07 LANDSCAPE AREA EXISTING A SECTION - ASHE ROAD 55' COMBINATION SIDEWALK �-2 NOT TO SCALE SHRUBS SHALL BE 5 GAL CONTAINER SIZE OR LARGER. • MASS SHRUB PLANTING TO BE t GAL. CONTAINERS SPACED 18" O.C. ASHE ROAD: • 1 TREE PER 30' OF LINEAL STREET FRONTAGE 28 TREES 836' OF STREET FRONTAGE/30 = 28 TREES • PROVIDED 28 TREES • 50% TO 709 OF REQUIRED TREES TO BE EVERGREEN 14 TREES 28 TREES REQ. X 50% = 14 EVERGREEN TREES MIN. • PROVIDED 14 TREES L-3 MOWCURB REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-3 FOR PLANTING NOTES REFER TO SHEET L-3 FOR MAINTENANCE NOTES REFER TO SHEET L-3 FOR PLANTING DETAILS I 03 0 z 7' 1 v r r oc r I tl) EXIS71NG Z ' f +� 1 I X Q BLOCK WALL W EXISTINGCURB GUTTER AND o z Z MIN PAD ELEVATION Z od 2%4r I UMA J RETAINING -F— o 1 2% i DIFFEREN77AL Z cc W 0' TO 0.4' I WALL PLANS FOR TRACT 6757 WERE APPROVED 8/22/07 LANDSCAPE AREA EXISTING A SECTION - ASHE ROAD 55' COMBINATION SIDEWALK �-2 NOT TO SCALE SHRUBS SHALL BE 5 GAL CONTAINER SIZE OR LARGER. • MASS SHRUB PLANTING TO BE t GAL. CONTAINERS SPACED 18" O.C. ASHE ROAD: • 1 TREE PER 30' OF LINEAL STREET FRONTAGE 28 TREES 836' OF STREET FRONTAGE/30 = 28 TREES • PROVIDED 28 TREES • 50% TO 709 OF REQUIRED TREES TO BE EVERGREEN 14 TREES 28 TREES REQ. X 50% = 14 EVERGREEN TREES MIN. • PROVIDED 14 TREES L-3 MOWCURB REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-3 FOR PLANTING NOTES REFER TO SHEET L-3 FOR MAINTENANCE NOTES REFER TO SHEET L-3 FOR PLANTING DETAILS 36+00 --i-- 1 I 0 I 1 I I I U SCALE: 1 " = 20' 20 10 0 20 46 1 L i fiCD 1.5-6757 Ph 4 & 5 �— ,uCK- W W W z J [ ] w U . J A_.,. W z m w LLJ W C) z Mw J W �.. W . 'Zco J = 00 V N `~( F- o GH C O h � a DD Q T tq o 00 ■ Q_ I f �. W V M D0 �wc�n a. to ' v LL NW ILQ � 151 m N •- yy W 6 v W 0 03 0 i l f r r r oc r I tl) W Z ' f +� 36+00 --i-- 1 I 0 I 1 I I I U SCALE: 1 " = 20' 20 10 0 20 46 1 L i fiCD 1.5-6757 Ph 4 & 5 �— ,uCK- W W W z J [ ] w U . J A_.,. W z m w LLJ W C) z Mw J W �.. W . 'Zco J = 00 V N `~( F- o GH C O h � a DD Q T tq o 00 ■ Q_ I f �. W V M D0 �wc�n a. to ' v LL NW ILQ � 151 m N •- yy W 6 v W 0 03 0 o� r r oc — tl) W Z ' W X Q W 2 z Z Oto<Q Z od CL Z z J o -F— o co)0 Z cc W NW �C co co Z z Z OL 0 Q W ., t` ui a 0— W I- J W � N 0:aQ Q � v m d mc) ci a V a - Wo a� �a z 0 W w c! tow d N rn N N ter- �►- 0 03 0 o� oc — tl) W Z ' W X Q W 2 z Z Oto<Q Z od CL Z z J o co)0 Z cc W I.. �C co co Z z Z OL 0 Q Z ., t` ui a 0— W I- J W N Q � v m d 510FE WN A LANOa6APE AREA SHALL BE FRO14 HALL MANIJFACTM AND TYPE To EE APPROM TOMAR05 5111C1':T WN 2% Mlt11M#M AND Q MA311 W BY t AIM MCI PARKS DOCTOR Nm O L.Y ALLOW VICTIM GORN:R MOMM W LOGAIM (13lb) (STANDARD I YPL SIP64AL.K) NOTES; (RAISED PLANTERS AND L FRWW POWK ORAMA6E (M HMM TO 4:1 KW RETAINING KALLS) MA I RL AIMS 2 9A" ( 5MW ME COMM MOW "W 0 WEMW FOR ALL LAW W -AS AV4VA r TO PRWORV OR EXOM hiNL F13t 3, ALL MA18tW5 OW SKI BE RN AND #ft FROM CM STANPM S M L4L MAL K 5. WNL. MW MWO M1615 NOW RR C41Y STAtDM M+ 1gGTI0N5 51M LA OErAL Mi 6. F 011WO ANO OR VAWWM3t FOR LMSCAPE MER MMM 4. M1" AM ALL OVMM SHALL 15E MPRWW Or IM A E tOT MM, SM AFM'ill°D a& DOMM M46ft MWIN N AID PARKS 0101f OR PRit3Mt To iMIP15. WA11o1`L 1.40 0.1*0 MMi PLMM AItFJI MM'ntL CITY OF BAKERSFIELD REVISIONS LANDSCAPE MAILS Ef 3R DIAN ISLAND PARKWAY, WATERPROOFING PLANTER WALL, AND RETAR41NG WALLS of --it - . - - . - Ulf 441 up - y • - # r .�► DATE STANDARD PLAN NO. L-9 MMmt v#m r GI IiBI1t7E1RA P= L *MV996At°E Pl.ANft APrA to RSM SOD" J �1 Type m mmvx mom - 1 NarA t3eMel"swx or sww" NO Wil a Aft. ellema cloym sl+"a Aid f OR "sm AT nRo wff we "" w cacmm Au4w IN LNOSCAM t.NOM,ArED F MWWAN M l tab VM IM > rear, ate ► tR:ttlCtl re "wu. No#uaw OIL= MALL -r-." 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TOP OF WN STW 911ALL DE 14P MW AW& Z • PAW OWTOR co 8 M=AN Z 510FE WN A LANOa6APE AREA SHALL BE FRO14 HALL MANIJFACTM AND TYPE To EE APPROM TOMAR05 5111C1':T WN 2% Mlt11M#M AND Q MA311 W BY t AIM MCI PARKS DOCTOR Nm O L.Y ALLOW VICTIM GORN:R MOMM W LOGAIM (13lb) (STANDARD I YPL SIP64AL.K) NOTES; (RAISED PLANTERS AND L FRWW POWK ORAMA6E (M HMM TO 4:1 KW RETAINING KALLS) MA I RL AIMS 2 9A" ( 5MW ME COMM MOW "W 0 WEMW FOR ALL LAW W -AS AV4VA r TO PRWORV OR EXOM hiNL F13t 3, ALL MA18tW5 OW SKI BE RN AND #ft FROM CM STANPM S M L4L MAL K 5. WNL. MW MWO M1615 NOW RR C41Y STAtDM M+ 1gGTI0N5 51M LA OErAL Mi 6. F 011WO ANO OR VAWWM3t FOR LMSCAPE MER MMM 4. M1" AM ALL OVMM SHALL 15E MPRWW Or IM A E tOT MM, SM AFM'ill°D a& DOMM M46ft MWIN N AID PARKS 0101f OR PRit3Mt To iMIP15. WA11o1`L 1.40 0.1*0 MMi PLMM AItFJI MM'ntL CITY OF BAKERSFIELD REVISIONS LANDSCAPE MAILS Ef 3R DIAN ISLAND PARKWAY, WATERPROOFING PLANTER WALL, AND RETAR41NG WALLS of --it - . - - . - Ulf 441 up - y • - # r .�► DATE STANDARD PLAN NO. L-9 MMmt v#m r GI IiBI1t7E1RA P= L *MV996At°E Pl.ANft APrA to RSM SOD" J �1 0' I N1 mom - 1 NarA t3eMel"swx or sww" NO Wil a Aft. ellema cloym sl+"a Aid w a*"* v"mum Tia► liomm OR "sm AT nRo wff we "" w am m -:, XNA. M fgm t.NOM,ArED F MWWAN M l tab VM IM > rear, ate ► tR:ttlCtl re "wu. 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TOP OF WN STW 911ALL DE 14P MW AW& Z co 446 Z WA STRIP\ �!� 510FE WN A LANOa6APE AREA SHALL BE FRO14 HALL MANIJFACTM AND TYPE To EE APPROM TOMAR05 5111C1':T WN 2% Mlt11M#M AND Q MA311 W BY t AIM MCI PARKS DOCTOR Nm O L.Y ALLOW VICTIM GORN:R MOMM W LOGAIM (13lb) (STANDARD I YPL SIP64AL.K) NOTES; (RAISED PLANTERS AND L FRWW POWK ORAMA6E (M HMM TO 4:1 KW RETAINING KALLS) MA I RL AIMS 2 9A" ( 5MW ME COMM MOW "W 0 WEMW FOR ALL LAW W -AS AV4VA r TO PRWORV OR EXOM hiNL F13t 3, ALL MA18tW5 OW SKI BE RN AND #ft FROM CM STANPM S M L4L MAL K 5. WNL. MW MWO M1615 NOW RR C41Y STAtDM M+ 1gGTI0N5 51M LA OErAL Mi 6. F 011WO ANO OR VAWWM3t FOR LMSCAPE MER MMM 4. M1" AM ALL OVMM SHALL 15E MPRWW Or IM A E tOT MM, SM AFM'ill°D a& DOMM M46ft MWIN N AID PARKS 0101f OR PRit3Mt To iMIP15. 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TOE' OF WALL 6tiA W To MATO FL TO A MW OF 0.6'1% SLOPS OR 9115"PRt VmEETHowwALqqmm AS OIREG7® Br aff i516 ft. 60 x b 0+' x 16' 6. BIB SOI. s L a MrAlow TO 4016 OF MAXIM (O.Bm x 02M x 0.40)-TMY VIR51111 AS OG'i8WW BY AMM P4*1 TO A mm of I& (OAV maAmemm or Foam 4.l PeaoFsu Autos i? #T6TACK ♦ ASPIMLTI6 MAIM PROF GOA1Mt6 OF AFMV® EGIIK AS MR = 5TJ11DAND SM L-4 01VAL 6L GOAT ONLY 1tMT FORTION 9800 LOr PAD SKvoE VOM To Foam b Foo11#i65 StiAL1 NO? ! 1tE wlDnl ON TRE • KM BY MARE 1WW 20 "" Mr F004WOtiK N5GMW - TO MWAM1 M FOOM WMfit ti110LL BE B LOMi "E FII TOP OF GRAM AT LEWr I6' (00 OR 71E OH°iil OF 1N5 FOOT10, MfNC LAM 15 LS& % DC ION CRITERIA: L WWAM MMOW WT SM V. MMM MW 44. Or (OAA OL. G011f''o" TO A51M C40 mom? 11ro Foom 2. 00f V%W SI, , GRAM CIO 5 KW4M SOI. BI=JYM FWAR s 000P5F (64WA) 4. MOV OE" 1510b" MM t{}, WMW '8' AND 2MMNG ME'IG'. S SOXV150KgL51611 511. MV FMM 004V s1M M W j&oM 3,AM' SOLM� 1'I�"M11R 51611 'SB: STAtM 51155.. MALL AWXPS 4W X S-NMM K M� 10" TOP $ Nq►e 7TOM' a To MIr 880X11 my 9mL MVE-FINlSt@ GRADE REGLWW RR MTAL L41 . • • •'• i 2-44 `a .• •. lOwi6a m4L CONTINUOUS 44 0 W (0.4ro) Ofc -- or4S0Z4`(O:6v)04. 30"(oaf oi- CITY OF BAKERSFIELD REVISIONS DETAIL FOR MASONRY WALL NON RETAINING STANDARD PLAN NO. SHT 14 OF __L4_ AMOM RC xv= DATE L-14 ' , ". � r a Gt \ ,. .: az am m -:, O QQWWJ= MOA 11►. 10 0w rtW.4 ALL ._ <" . w ,::r _ .,• 3► �. r e F 4i 2 r Soo rVm mmsw MON STRIP AT C44AIN LINK FENCE AM kj= V) z •. ,. , (0 24 APPROVWKIkIEWROOM OR fs4r___"1 OHLorm 91 4d CL Lot r RAD. N • w -r� SWAM.&W W OAV) ON ALL OM MWAM 20 OOW� 4 co , CE ORAM S. TOP OF WN STW 911ALL DE 14P MW AW& Z co 446 Z WA STRIP\ �!� OF Z F' - FWWW rp ROMM. SM Off SrAMM SW L-4 MAL 61 O Z .. /'- ■ y` LAW AFM AVUACDff TO AN fit.. - ,. CL rf6 PLAN NO. 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BIB SOI. s L a MrAlow TO 4016 OF MAXIM (O.Bm x 02M x 0.40)-TMY VIR51111 AS OG'i8WW BY AMM P4*1 TO A mm of I& (OAV maAmemm or Foam 4.l PeaoFsu Autos i? #T6TACK ♦ ASPIMLTI6 MAIM PROF GOA1Mt6 OF AFMV® EGIIK AS MR = 5TJ11DAND SM L-4 01VAL 6L GOAT ONLY 1tMT FORTION 9800 LOr PAD SKvoE VOM To Foam b Foo11#i65 StiAL1 NO? ! 1tE wlDnl ON TRE • KM BY MARE 1WW 20 "" Mr F004WOtiK N5GMW - TO MWAM1 M FOOM WMfit ti110LL BE B LOMi "E FII TOP OF GRAM AT LEWr I6' (00 OR 71E OH°iil OF 1N5 FOOT10, MfNC LAM 15 LS& % DC ION CRITERIA: L WWAM MMOW WT SM V. MMM MW 44. Or (OAA OL. G011f''o" TO A51M C40 mom? 11ro Foom 2. 00f V%W SI, , GRAM CIO 5 KW4M SOI. BI=JYM FWAR s 000P5F (64WA) 4. MOV OE" 1510b" MM t{}, WMW '8' AND 2MMNG ME'IG'. S SOXV150KgL51611 511. MV FMM 004V s1M M W j&oM 3,AM' SOLM� 1'I�"M11R 51611 'SB: STAtM 51155.. MALL AWXPS 4W X S-NMM K M� 10" TOP $ Nq►e 7TOM' a To MIr 880X11 my 9mL MVE-FINlSt@ GRADE REGLWW RR MTAL L41 . • • •'• i 2-44 `a .• •. lOwi6a m4L CONTINUOUS 44 0 W (0.4ro) Ofc -- or4S0Z4`(O:6v)04. 30"(oaf oi- CITY OF BAKERSFIELD REVISIONS DETAIL FOR MASONRY WALL NON RETAINING STANDARD PLAN NO. SHT 14 OF __L4_ AMOM RC xv= DATE L-14 ' , ". ♦ oy W. r- Gt az am m -:, O QQWWJ= MOA 11►. 10 0w rtW.4 ALL ._ - -, , . w ,::r _ .,• 3► �. r e F 4i 2 r Soo rVm mmsw MON STRIP AT C44AIN LINK FENCE AM kj= V) z •. ,. , (0 24 APPROVWKIkIEWROOM OR fs4r___"1 OHLorm 91 4d CL Lot r RAD. N • w -r� SWAM.&W W OAV) ON ALL OM MWAM 20 OOW� 4 co , CE ORAM S. TOP OF WN STW 911ALL DE 14P MW AW& Z co 446 Z WA STRIP\ �!� OF Z F' - FWWW rp ROMM. SM Off SrAMM SW L-4 MAL 61 O Z ...E WHOM MON SW 19 N59AW FOR ALL r' S ///J/ /J//�/ LAW AFM AVUACDff TO AN fit.. - ,. CL & AW NV AM C*MM MW 26 STAVAM MAL OW N ♦ , _ , '<r r O - .- -.. R" OF SISM 15 OF ft STA"M .. , AM ..M Of IM WOa" t tviOK STRIP AT NV FAIRKS 0=10K 861mL A►rr EEWdC MH S7W AIAW 4. MON IV AT ALL .r. DETAIL FOR CONCRETE MOW STRIPS & PLAYGROUND SIDEWALK PLAN NO. $ttl' _ OF --14. AMOVED RCE X10= DATE - } 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 UMITED TO: ADEQUATE WATERING OF PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS FOR A MINIMUM PERIOD OF THREE HUNDRED AND SIXTY FIVE (365) DAYS. 2. THE CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING 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 SO4M WEEDS "BESTS (I.E.BLACKBERRY, NUT SEDGE OR BIND WEEDS) SHALL BE SPOT SPRAYED WITH A NON-SELECTIVE POST -EMERGENT HERBICIDE AS SPECIFIED BY A WEED ABATEMENT COMPANY, AND LEFT IN PLACE FOR (7) DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) DAYS AFTER APPUCATION AND DISPOSED OF OFF-SITE. 6. CONSTANT DIUGENCE SHALL BE MAINTAINED FOR THE ADVENT OF DISEASES, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEAS 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 COMPLE11ON 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 PERK. AFTER THE AREA HAS BEEN BROUGHT UP TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT STANDARD, THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT WILL REQUIRE A RE -INSPECTION BY A CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT REPRESENTATIVE. WHEN THE INSPECTION IS COMPLETED. AND THE AREA IS IN SATISFACTORY CONDITION, THEN, AND ONLY THEN, WILL THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT RE -ACCEPT THE AREA IN WRITING. 7. THE CONTRACTOR SHALL PROPERLY AND COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGA11ON SYSTEM. 8. THE CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN SUFFICIENT QUANTITIES AND ADJUST WATER APPUCA11ON TO COMPENSATE FOR SEASONAL tONDFRONS. 9. (3) THREE WEEKS PRIOR TO THE CONCLUSION OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL CONTACT THE CITY'S REPRESENTATIVE TO PERFORM A FINAL INSPECTION OF WORK. ANY REMOVED PLANTS NOT IN SATISFACTORY AND HEALTHY CONDITION FROM THE SITE SHALL BE REPLACED WITH MATERIAL OF UKE KIND AND SIZE AND IN A MANNER SPECIFIED FOR ORIGINAL PLANTING. IF THE REPLACEMENT PLANTS DO NOT REPRESENT A SIMILAR FOLIAGE REPRESENTA11ON 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 UMITED T0: 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 "AS BUILT" DRAWING. THE DRAWINGS SHALL INCLUDE ALL DEMA11ONS FROM THE ORIGINAL BID DOCUMENTS MADE DURING CONSTRUCTION THAT AFFECT THE MAIN UNE, CONTROLLER LOCATIONS, REMOTE CONTROL VALVES, QUICK -COUPLING VALVES, ALL SPRINKLER HEADS, AND ALL PLANT MATERIAL THE DRAWINGS SHALL ALSO INDICATE AND SHOW APPROVED SUBSTITUTIONS OF SIZE MATERIAL AND MANUFACTURER'S NAME AND CATALOG NUMBERS. ALSO, A SET OF 11 X17 LAMINATED, SPIRAL BOUND "AS BUILT" WITH HIGHLIGHTED COLOR COOED IRRIGATION REFERENCE CHART AND SCHEDULE, KEYS TO THE CONTROLLER, AND TWO QUICK COUPLER VALVE KEYS WITH GATE VALVE HOSE Bib ATTACHMENT, SHALL BE SUBMITTED TO THE C.O.B. 11. BEFORE THE START OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL SUBMIT ALL UNEDITED INVOICES OF SAID RAIN BIRD EQUIPMENT TO THE CITY OF BAKERSFIELD RECREATION AND PARKS -DEPARTMENT REPRESENTATIVE FOR THEIR MAXICOM DOLLAR FUND. 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 ENGiNE€R. 5. PLACE ALL TREES BEHIND 'UNE OF SIGHT.' VERIFY WITH CITY OF BAKERSFIELD. RECREA11ON 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 CER11FIED 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 SHAD_ 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 INSTAL.LA11ON 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 UCENSED SOILS ENGINEER AND DELIVER IT TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT FOR APPROVAL S. CONTRACTOR MALL 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 RECOMMENDA11ONS FOR DEALING WITH SAID SOIL, WHICH MAY INCLUDE REMOVAL AND DISPOSAL OF SOIL TO A SPECKED STH 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 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, U11UTY POLE, BOX OR VAULT OR ARE HYDRANT AND 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 SHAD_ 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 SHAD_ 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 ANO/OR ROOT BOUND PLANT MATERIAL SHALL NOT BE PLANTED OR USED ON THE Pf;KIJECT_ 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 RECREA11ON AND PARKS DEPARTMENT PRIOR TO INSTALLATION AND AT NO ADDITIONAL COST TO OWNER. IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATED OR SPECIFIED, CONTRACTOR PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THIS CONTRACT. 28. ALL PLANTER AREAS SHALL HAVE A MINIMUM OF 3" DEEP OF SHREDDED BARK MULCH IN ALL PLANTING BEDS, DISTURBED EXISTING BEDS UPON COMPLE11ON OF EACH PLANTING AREA, UNLESS OTHERWISE SPECIFIED ON PLANS. 29. CONTRACTOR MALL PROVIDE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT WITH SAMPLES AND/OR PRODUCT UTERATURE FOR REVIEW AND APPROVAL OF THE FOLLOWING: A. MULCH: 3/4 TO 1" REDWOOD BARK CHIPS SUPPUEO FROM A FRESH WATER MILL :MULCH -SHALL BE UNIFORM, IN COLOR AND FREE FROM WEEDS, SAWDUST, SEEDS, AND SPUNTERS. 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. t. ROOT CONTROL BARRIERS: 'DEEP ROOT CONTROL BARRIER', STOCK NUMBER UB24-2 AS MANUFACTURED BY DEEP ROOT CORP, OR APPROVED EQUAL. 1.5-6757 Ph 4 & 5 Z N 0 013 �rgo- Gt az O cr cf) LL! OF - 2 tri V) z •. "Z .J W C) 4d CL 06z w O F= U) W 4 co , CE W co � Z co 0 Z • O W Z F' - (Z O Z W toco %. P CL W N 013 �rgo- Gt az O cr cf) LL! OF - 2 tri V) z 0 "Z .J W C) 4d CL 06z w O F= U) W co CE W co � Z co 0 Z _ a O W Z F' - (Z O Z W toco %. P CL W N c CC QJ CL U aa. w �LA_ z 0 o w � N G N N Gt az O cr cf) LL! LV co 2 tri 0 "Z .J W C) 4d CL 06z IV O F= U) W co CE W co � Z co 0 Z _ a O W Z F' - Z t% Z W toco %. P CL W N c CC QJ CL NOTES: 1. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 1 1 2. SHRUB BUBBLERS SET BACK 24" OFF HAROSCAPE. MODEL X Z� ZONE 11 RAINBIRD _PEB 2" Z mmmmmm4■1;mmmmmJ n W m Q (L I _. t -- ,.-SEE TRACT 6758 IRRIGATION COVERAGE PLANS FOR CONTINUATION. U A MEDIAN 1 1 0-PEB _._. f k: 1 /2" SYMBOL 1 RAINBIRD 200-PEB Q � B MEDIAN 1 W/ SOLADA z(c) 0.30 N TRACT 6758, UNIT3 mM 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 ASHE ROAD 26+00 7.00 TRACT 6757 UNIT 4 a 29 RA (Dco - 0V t o I U U28 CONTRACTOR SHALL FURNISH AND INSTALL 11o POWER TO THE ELECTRICAL METER PEDESTAL AND i + < < IRRIGATION CONTROLLER AT THIS APPROXIMATE LOCATION AND ACTIVATE. �-- E - LOCATE IRRIGATION EQUIPMENT IN PLANTING AREA. KEY QTY MANUFACTURER MODEL DES IPTIONS/REMARKS SIZE ZONE 11 RAINBIRD _PEB AUTOMATIC CONTROL VALVES WITH I.D. TAGS (SEE DETAIL L. SHEET L-6 & DETAIL L6, SHEET L-5). INSTALL A SCH. 80 PVC UNION (SPEARS 897 SERIES) & BALL VALVE " 1 m Q 8 USE COVERAGE f COVERAGE A MEDIAN 1 1 0-PEB (SPEARS 12122 SERIES) THE SAME SIZE AS VALVE 0 EACH VALVE LOCATION. 1 /2" SYMBOL 1 RAINBIRD 200-PEB IRRIGATION MASTER CONTROL VALVE, NORMALLY CLOSED. MASTER VALVE WIRES TO 2" B MEDIAN 1 W/ SOLADA BE INSTALLED IN A 1 1/2- SCHEDULE 40 CONDUIT TO THE CONTROLLER. 0.30 SHRUBS o O2 1 1/2" FLOW SENSOR. INSTALL PER MANUFACTURER'S SPECIFICATIONS. Q � ® 1 RAINBIRD FS150P FLOW SENSOR WIRES TO BE INSTALLED IN A 1 1/2- SCHEDULE 40 CONDUIT TO THE 1 1/2 - /2"CONTROLLER. NO SHRUBS «1 1 2 FOR TREES {) ( ) CONTROLLER. OPERATING FLOW RANGE FOR FS150P IS 5 - 100 GPM. O SYMBOL 1 BADGER 2" DALL M-170 CONTRACTOR SHALL FURNISH AND INSTALL 2" WATER METER AS THE IRRIGATION 2" PCN -25 TRICKLE WATER M TER METER 0.25 PONT OF CONNECTION. (OPERATING FLOW RANGE 2-170 GPM) SEE DETAIL Q, SHEET L-6. ETAF = 0.45 FOR NON-RESIDENTIAL AREAS ® RAINBIRD SA SERIES SWING ASSEMBLY ESP-24LXMEF FURNISH, GROUND AND INSTALL PER MANUFACTURER'S INSTRUCTIONS (1) 24 -STATION g SCHEDULE 40 PVC SLEEVES: (1) 1 1 SHRUBS) Inn- WITH CONTROLLER WITH IQ -NCC CARTRIDGE - SPEC 0 RB91Q4602B, RAIN SENSOR W/ (') FAI 1 RAINBIRD IQ-NCC-RB91Q4602B CARTRIDGE; VANDAL GUARD - SPEC # KCPLXME-RG (AVAILABLE 0 KERN TURF SUPPLY), FLOW 24 STA. (1) 1 1/2- (FOR TREES) (1) 2«(FOR TREES) SMART MODULE; (1) KCPCSA-24 BOARD & {ROUNDING ROD IN (1) VIT-TL SB22SS NO SYMBOL _ 3M RAIN SENSOR JKC PLXME-RG; CONTROLLER ENCLOSURE (SEE DETAIL L-7, SHEET L-5 & DETAIL F, SHEET L-6). - APPLIED FLOW SMART CONTRACTOR SHALL FURNISH 110 VOLT ELECTRICAL POWER ACCESS TO THIS LOCATION m� NO - ENGINEERING HO MODULE AND ACTIVATE CONTROLLER SEE PLAN). { ) _ SYMBOL 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 POB-75HP PER MANUFACTURER'S 2" �CL POLAR -PARKA VIT PBB-75HP SPECIFICATIONS. SEE DETAIL G, SHEET L-6. (OPERATING FLOW RANGE 2-240 GPM) T _ SCH. 40 PVC _ 110V POWER SHALL BE PROVIDED BY OTHERS TO THIS APPROXIMATE LOCATION - PVC PIPE -F SCH. 40 PVC IRRIGATION LATERAL - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L-5 SEE PLAN (SEE PLAN). I_ _ _ _ HYDRO QTY HYDROZONE AREA OF 0`� AREA OF ZONE DESCRIPTION WATER HYDROZONE X OF TOTAL LS AREA HYDROZONE m Q 8 USE COVERAGE » t) COVERAGE A MEDIAN 1 993 SQ. FT. 87 0.08 SYMBOL TREES EZ-FLO EZ010-HC 10 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN 36"X24"X24" VALVE BOX Q �— B MEDIAN 1 3,985 SQ. FT. 307 0.30 SHRUBS o O2 #14 AWG CONTROL WINS, #12 AN COMMON WIRE, ROUTE WITH MAINLINE Q � C STREETSCAPE 1 7,977 SQ. FT. 627 0.62 NO SHRUBS «1 1 2 FOR TREES {) ( ) COMMON WIRE - WHITE O SYMBOL 12,955 SQ. FT. 1007 LS AREA 1 1.00 HYDROZONE ' HIGH WATER USE: 3 1 MODERATE WATER USE: 2 LOW WATER USE: 1 1 » -y4 _ 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. III Iblvi tallol, IRRIGATION EQUIPMENT LEGEND (CONT.): KEY QTY MANUFACTURER MODEL 0`� SIZE w l APOLLO 122T 0' LINE SIZE m Q 8 ■■W- 44 LRC/TSJ-18" » t) BUBBLER NO T -- INSTALL TWO BUBBLERS PER TREE, TYP. 0.3 3,985 SQ. FT. SYMBOL 04'o EZ-FLO EZ010-HC 10 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN 36"X24"X24" VALVE BOX Q �— SCHEDULE 40 PVC SLEEVES: (1) 1 1 /2" (FOR SHRUBS) UI 1 (1) 1 1/2" (FOR TREES) ■ 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. III Iblvi tallol, IRRIGATION EQUIPMENT LEGEND (CONT.): KEY QTY MANUFACTURER MODEL DESCRPIONS/kEMARKS SIZE PATTERN 5 APOLLO 122T 122T APOLLO LINE SIZE BRASS GATE VALVE FOR ON/OFF CONTROL LINE SIZE 110 8 RAINBIRD 44 LRC/TSJ-18" QUICK COUPLER VALVE WITH TSJ-18". INSTALL IN AMETEK 10" ROUND VALVE BOX (TYP). BUBBLER NO 0.50 - INSTALL TWO BUBBLERS PER TREE, TYP. 0.3 3,985 SQ. FT. SYMBOL 1 EZ-FLO EZ010-HC 10 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN 36"X24"X24" VALVE BOX — SCHEDULE 40 PVC SLEEVES: (1) 1 1 /2" (FOR SHRUBS) 20 10 0 20 40 SEE PLAN & DETAIL J, SHEET L-6. (1) 1 1/2" (FOR TREES) IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L APPROVED) (1) 2 (FOR TREES) (1) 2"(FOR TREES) o O2 #14 AWG CONTROL WINS, #12 AN COMMON WIRE, ROUTE WITH MAINLINE Q � SCHEDULE 40 PVC SLEEVES: (1) 2" (FOR SHRUBS) 7 SCHEDULE 40 PVC SLEEVES: (1) 1 /2" (FOR SHRUBS) w COLOR OF WIRES TO BE AS FOLLOW' PCN NO « (1) 2 (FOR TREES) «1 1 2 FOR TREES {) ( ) COMMON WIRE - WHITE O SYMBOL - AS APPROVED - CONTROL WIRE - BLACK - PCN -25 TRICKLE 30 0.25 SPARE WIRE - RED SEE DETAIL Q, SHEET L-6. ETAF = 0.45 FOR NON-RESIDENTIAL AREAS ® RAINBIRD SA SERIES SWING ASSEMBLY NOZZLE MASTER VALVE WIRE - BLUE g SCHEDULE 40 PVC SLEEVES: (1) 1 1 SHRUBS) Inn- FLOW SENSOR - PAIGE IRRIGATION SPEC#P7162D-A-REV 8 (') co /2" (FOR EBTATT TOTAL WATER M (ETM CALM Q UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 (1) 1 1/2- (FOR TREES) (1) 2«(FOR TREES) AWG/1PAIR NO SYMBOL _ 3M - OBR/Y-6 WIRE CONNECTORS, USE FOR ALL WIRE CONNECTIONS - APPLIED HD VALVE BOXES WITH BOLT DOWN LIDS m� NO - ENGINEERING HO - 14" X 19" FOR MASTER CONTROL VALVE, FLOW SENSOR AND REMOTE CONTROL VALVES _ SYMBOL BOX VALVE BOXES 10" ROUND FOR GATE VALVES AND QUICK COUPLERS JUMBO SIZE BOX FOR WIRE PULL BOX. �CL EACH BOX TO BE HEAT BRANDED WITH PROPER ID. - — — ONE - PVC PIPE SCH. 40 PVC IRRIGATION MAIN LINE - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L-5 SEE PLAN PVC PIPE -F SCH. 40 PVC IRRIGATION LATERAL - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L-5 SEE PLAN I_ _ _ _ PVC PIPE SCH. 40 PVC IRRIGATION SLEEVE -SEE IRRIGATION NOTES N0. 6 AND 7, SHEET L-5 SEE PLAN 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 OZZLE PATTERN PSI GPM RAD. REMARKS p 110 RAIN BIRD 1400 SERIES RWS SCHEDULE 40 PVC SLEEVES: 1402 BUBBLER 30 0.50 - INSTALL TWO BUBBLERS PER TREE, TYP. 0.3 3,985 SQ. FT. W/ RWS-SOCK BG -02 SYSTEM ® SCHEDULE 40 PVC SLEEVES: (1) 2" (FOR SHRUBS) ' SCHEDULE 40 PVC SLEEVES: (1) 1 1 /2" (FOR SHRUBS) 20 10 0 20 40 SEE PLAN & DETAIL J, SHEET L-6. (1) 1 1/2" (FOR TREES) cL (1) 2 (FOR TREES) (1) 2"(FOR TREES) o O2 SCHEDULE 40 PVC SLEEVES: (1) 2" (FOR SHRUBS) Q � SCHEDULE 40 PVC SLEEVES: (1) 2" (FOR SHRUBS) 7 SCHEDULE 40 PVC SLEEVES: (1) 1 /2" (FOR SHRUBS) w RAINBIRD 1804 SAM PRS POP-UP/W PCN « (1) 2 (FOR TREES) «1 1 2 FOR TREES {) ( ) WATER ALLOWA M t1ulAWA) CALM O INSTALL ONE BUBBLER PER SHRUB, TYP. 19 440 HUNTER PCB BUBBLER NOZZLES WITH BUBBLER BUBBLER PCN -25 TRICKLE 30 0.25 - SEE DETAIL Q, SHEET L-6. ETAF = 0.45 FOR NON-RESIDENTIAL AREAS ® RAINBIRD SA SERIES SWING ASSEMBLY NOZZLE SCHEDULE 40 PVC SLEEVES: (1) 2" (FOR SHRUBS) g SCHEDULE 40 PVC SLEEVES: (1) 1 1 SHRUBS) Inn- NOTES, 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. TRACT 6757, UNIT 5 CROSS OVER SLEEVE SCHEDULE: [1 I u— t T 13: 1° W m W U) o a w ��- Z GAO » ■—I+ co =N T TU) 1 ■ SCHEDULE 40 PVC SLEEVES: O (1) 2" (FOR SHRUBS) SCHEDULE 40 PVC SLEEVES: (1) 4- (FOR MAINLINE) SCHEDULE 40 PVC SLEEVES: � (1) 1 1/2- (FOR SHRUBS) 1 2 FOR TREES () { ) 1 FOR CONTROL WIRES {) 2 () (1) 2" (FOR TREES) SCHEDULE 40 PVC SLEEVES: (1) 2p (FOR SHRUBS) SCHEDULE 40 PVC SLEEVES: CONTRACTOR SHALL FURNISH AND INSTALL THE FOLLOWING IRRIGATION SLEEVES: O (1) 1 1/2- (FOR SHRUBS) (PF) (SEE IRRIGATION NOTE N0. 7, SHEET L-5) SCHEDULE 40 PVC SLEEVES: LOW �;--- 993 SQ. FT. 298 B LOW 0.3 3,985 SQ. FT. SCALE: 1 " = 20' O SCHEDULE 40 PVC SLEEVES: (1) 1 1/2" (FOR SHRUBS) ® SCHEDULE 40 PVC SLEEVES: (1) 2" (FOR SHRUBS) ' SCHEDULE 40 PVC SLEEVES: (1) 1 1 /2" (FOR SHRUBS) 20 10 0 20 40 3,887 (1) 1 1/2" (FOR TREES) cL (1) 2 (FOR TREES) (1) 2"(FOR TREES) o O2 SCHEDULE 40 PVC SLEEVES: (1) 2" (FOR SHRUBS) Q � SCHEDULE 40 PVC SLEEVES: (1) 2" (FOR SHRUBS) 7 SCHEDULE 40 PVC SLEEVES: (1) 1 /2" (FOR SHRUBS) w 5 C �� (1) 2 {FOR TREES) « (1) 2 (FOR TREES) «1 1 2 FOR TREES {) ( ) WATER ALLOWA M t1ulAWA) CALM O SCHEDULE 40 PVC SLEEVES: (1) 2" (FOR SHRUBS) O SCHEDULE 40 PVC SLEEVES: (1) 2" (FOR SHRUBS) $ SCHEDULE 40 PVC SLEEVES: (1) 4p (FOR MAINLINE) MAWA = (ETo)(0.62)(0.45 X LANDSCAPE AREA) MAWA = (52.4 INCHES)(0.62)(0.45 X 12,955)=189.397 GALLONS PER YEAR SwLLJ " (1) 2 {FOR TREES) 9L c » {1) 2 {FOR TREES) W 1 2 FOR CONTROL WIRES {) ( ) ETAF = 0.45 FOR NON-RESIDENTIAL AREAS ® SCHEDULE 40 PVC SLEEVES: (1) 2„ (FOR SHRUBS) 'I 2 SCHEDULE 40 PVC SLEEVES: (1) 2" (FOR SHRUBS) g SCHEDULE 40 PVC SLEEVES: (1) 1 1 SHRUBS) Inn- (') co /2" (FOR EBTATT TOTAL WATER M (ETM CALM Q (1) 2 (FOR TREES) (1) 1 1/2- (FOR TREES) (1) 2«(FOR TREES) SCHEDULE 40 PVC SLEEVES: O (1) 2" (FOR SHRUBS) SCHEDULE 40 PVC SLEEVES: (1) 4- (FOR MAINLINE) SCHEDULE 40 PVC SLEEVES: � (1) 1 1/2- (FOR SHRUBS) 1 2 FOR TREES () { ) 1 FOR CONTROL WIRES {) 2 () (1) 2" (FOR TREES) SCHEDULE 40 PVC SLEEVES: (1) 2p (FOR SHRUBS) SCHEDULE 40 PVC SLEEVES: SCHEDULE 40 PVC SLEEVES: (1) 2 (FOR TREES) {) ( } �, 1 1 1/2- FOR SHRUBS (1) 1 1/2- (FOR TREES) O21 O (1) 1 1/2- (FOR SHRUBS) (PF) (1) 1 1/2- (FOR TREES) SCHEDULE 40 PVC SLEEVES: LOW 0.3 HYDRO PLANT PLANT FACTOR HYDROZONE AREA ZONE WAS FROM WUCOLS (HA) PF X HA USE TYPE (PF) A LOW 0.3 993 SQ. FT. 298 B LOW 0.3 3,985 SQ. FT. 1,196 C LOW 0.3 7,977 SQ. FT. 2,393 co SUM 3,887 7 (1) 4" (FOR MAINLINE) SCHEDULE 40 PVC SLEEVES: (1) 2" (FOR CONTROL WIRES) 5 (1) 1 1/2N (FOR SHRUBS) SCHEDULE 40 PVC SLEEVES: *PLANT FACTOR FROM WUCOLS. SEE PLANTING LEGEND SHEET L-2. (1) 1 1/2- (FOR TREES) ® (1) 1 1/2- (FOR SHRUBS) SCHEDULE 40 PVC SLEEVES: (1) 1 1/2- (FOR TREES) IRRIGATION EFFICIENCY = 0.81 FOR DRIP SYSTEM ® (1) 2„ (FOR SHRUBS) ETWU = (52.4 INCHES)(0.62)( .8817)=155,902 GALLONS PER YEAR (1) 2 (FOR TREES) THE ETWu Is LESS THAN MAWA. NOTES` IRRIGATION SYSTEM IS DESIGNED FOR 55 PSI 0 POINT OF CONNECTION. ASSUMED OPERATING PRESSURE = 30 PSI FOR 1400 SERIES BUBBLERS 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 3 11MES FOR 16 MINUTES, ONE HOUR MIN. BETWEEN WATERING CYCLES) FOR REGULAR SCHEDULE AFTER ESTABLISHMENT: IRRIGATION SHALL BE SCHEDULED TO OCCUR THREE 11MES A WEEK BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM. SHE THE wA1ER 0 Mir -1 COMPLIES YNTH THE MAWA. VALVE ID CHART= ETWU - ESTIMATED TOTAL WATER USE MAWA - MAXIMUM APPLIED WATER ALLOWANCE PF - PLANT FACTOR, CONTROLLERTREES A Al2 A13 A15 A18 2 HA - HYDROZONE AREA A11 A14 A16 A17 A1■ A21 SHRUBS DRIP 4- zrn F r s5` Af t TRACT 6758 ' t f {SEE TRACT 6758 IRRIGATION PLANS) Al— VALVE ID CHART NUMBER VALVE SIZE 1" 10 GALLONS PER MINUTE I I Yti. 1 : 44w---� - �---- - ---,_ u6 CID 7 �- U-) zU < SCALE.. 1 20 �� _ , FUTURE COMMERCIAL � Z — TRACT 6757, UNIT 5 T = 20 10 0 20 40 36+00 - -I - 1.5-6757 Ph 4 & 5 rn M M O Q z IL I Q J W U La (o l.t_ v N of w M¢ W w C � CL II 0ca C!) T 4 _ i.0 T � W � x T 0to,c 1 co <I J cL d, o Z ©� 1�—Q Ix w 5 C — c Q eC Q O � T tL W SwLLJ ft 9L c .= W to N V J w Inn- (') co Q J 4 m� �CL WOf Zo o ui N_ � WC14 � N _ cn GN N w C � co 0ca C!) T 4 _ i.0 T � W � x T 0to,c 1 co <I J cL d, o Z 1�—Q Ix w 5 C — c Q eC Q O � T tL W ft 9L c .= W to N V J w Inn- (') co Q J 4 w C � SW ...2 .- Of Li APPROVED PLAN NO. DAM L-2 T90P OF VALVE BOX 25' (074r+1i l ZA TELE NOTE"GN MA" at ELL$* m ErWADE ttE3 FGR ALL 15 THE ORIGINAL DRAWINGS AND SPECIFICATIONS, INCLUDING EXACT LOCATIONS, SIZES, AND 2. ALL SPRINKLERS AND VALVES SHAH BE ADJUSTED FOR MAXIMUM COVERAGE } 4rf•, � -{.11f i' Y r1 iI IMM MIREfaum AND MALL BE THE BASIS FOR MEASUREMENT. THIS SET OF DRAWINGS SHALL BE KEPT ON com .71fi/ M SGt171t91: 80 FASTNm FVC • 40 (0 ELL (f'i 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CROSS CONNECTION O %:.I �. ♦ I f I I . f l wma Sm M& ' / I / 00 r a. CONNECTIONS TO EXISTING WATER UNES LASE ELM YUP ELM r - GATE VALVES :_r r t I ROUTING OF PRESSURE MAIN UNE PiPE BE w sA a UL SN6LE smw cam oft rIY" MD SPRINKLER CONTROL VALVES i Zr ROUTING OF CONTROL AND COMMON WIRE IRRI6r1110N MANLIFE AT TOE S O'6LOGtC PO919110Ft NOs SBE off STANDAM OW L-2 L USN 191A ON ALL TAM = JXM 6. ALL HN GONE006 MALL BE Mt avr40OF AND APFWOVB? PLANT MATERIAL SUBSTITUTION OR LAYOUT CHANGES BY 71E WP:G1WN9N APD FAM 010"M SFUM NLL NOT Z ALL NPPLES SWILL 8E SCHti' U So FYG. ALL MY10 8E ALLOW UttLM AFMOMED BY 101: WBCEATION AND SWILL BE SriBU 40 FVi'ti - _ AiU !Ah a CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE MBATil7N COMM VALVE BOX HM VALVE D Mo. THE TOP OP % MAMAN 20' (0AW S6 WATION WroM REMOTE TNN VALVE BOX SHALL BE 20'WW KUN MMUM SSM IN IM OONfR90lir VALVES (OEtltEl M TO OWBXW YM MOLE THAN AND 20' SO^* ABOVE FNISHM 6RME N KAMM AREA. TIE ONE VALVE BS I MALLLD IN ft SAME L04 AIM M. A= FOLLO" VALVE WAS AND LDS OR APPW YED EdW MUS,►f BE IBES TO MACE VALVE MON MW ARE VOMW AG MAKE ANY V M70M FOR 11E AGGMW WAS IMAM LI M OR NNW 8010 MV LV5 BNLON MIST BE APPROMED 8Y THE R6cRBATbN AND PARKSvwvm & NW i'C6 U LOCATE VALV55 X TIE RA W AM$ SIMKZ VALMM NO°$ FW SBS 14*X14* 9. ALL IMA" NSTALLATtONS SHALL BN >N A"MANCE MHN 40MOAM VALVI: BOX NM 9MT DOW CCNI:1t. aff STAIEIARVA T11E LA'IN'ST AFFP40M8y I: MH OF 11E WIIFasMt mi" courLm NC* mw antm kv Rotm R HM OOi,E,11WAGt1liM RBiGOFlEIDATM SiZMH CCRMSAM VALVE WX HM BOLT DOW 6O YM 20 OF TIE 9tfAIDARD SPI9GB'IGAIIGW AND AS iMt =1W TI1ta CONTROLLER CHARTS: RI59SWEA70 AND PARD, DIRECTOR "M PIE,L 9M NDS PRO ! OPM I'!'XW 4"W H feBc.0660 .AR VALYL Back ISM DO1100lMt COVM , `r\� tt ANY AND ALL OWIM SHALL BE APPR VW BAY 199E 16MATM 14WAIM OONIWOL a= TO RM0IF OONfttOL VALVE iS AiD PAWS MUM FNM TiD 11RI5WATION• RMW POR EAC44 MANIM OMM OF VALVt:SIr 80A 7 f ' I� O 12 SM Al" MBD LAID54APLSt1RRIE+AM FLANS AiD LMM l7 M''10 MALYS. (DIE CLOR FOR ALL VALVE WS 4 OW MM rcl - c ► • r • -\\ - wj WATER PRO • CYTY OF BAKERSFIELD REVISIONS 21. CONTRACTOR SHALL ENGRAVE THE LETTERS "IR" ON THE FACE OF THE CURB DETAILS FOR REMOTE CONTROL VALVES WHERE SLEEVE CROSSINGS ARE LOCATED. 4 a_ CITY EM DETAILS O" ' TRENCfflNG,, • r BACKFILL SW ...2 .- Of Li APPROVED PLAN NO. DAM L-2 T90P OF VALVE BOX 25' (074r+1i ICE w MAN TELE NOTE"GN MA" at ELL$* m ErWADE ttE3 FGR ALL 15 THE ORIGINAL DRAWINGS AND SPECIFICATIONS, INCLUDING EXACT LOCATIONS, SIZES, AND 2. ALL SPRINKLERS AND VALVES SHAH BE ADJUSTED FOR MAXIMUM COVERAGE } 4rf•, � -{.11f i' Y r1 iI IMM MIREfaum AND MALL BE THE BASIS FOR MEASUREMENT. THIS SET OF DRAWINGS SHALL BE KEPT ON com .71fi/ M SGt171t91: 80 FASTNm FVC • 40 (0 ELL (f'i 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CROSS CONNECTION O ADD TNRNADtSD Ut44N t wma Sm M& w PLAH AN 6 POR VALVE R} 11#5 sm" NSTALLATION - V MA11r V) a. CONNECTIONS TO EXISTING WATER UNES LASE ELM YUP ELM C. GATE VALVES 5 ALL IRRN9A"m "mm "m (OONIRO1r AV GOMMOFn SfW.9t. ROUTING OF PRESSURE MAIN UNE PiPE BE w sA a UL SN6LE smw cam oft rIY" MD SPRINKLER CONTROL VALVES BUtDI,ED AT V 0.00 M WVALS AND RAGI50 NEAR 11E ROUTING OF CONTROL AND COMMON WIRE IRRI6r1110N MANLIFE AT TOE S O'6LOGtC PO919110Ft NOs SBE off STANDAM OW L-2 L USN 191A ON ALL TAM = JXM 6. ALL HN GONE006 MALL BE Mt avr40OF AND APFWOVB? PLANT MATERIAL SUBSTITUTION OR LAYOUT CHANGES BY 71E WP:G1WN9N APD FAM 010"M SFUM NLL NOT Z ALL NPPLES SWILL 8E SCHti' U So FYG. ALL MY10 8E ALLOW UttLM AFMOMED BY 101: WBCEATION AND SWILL BE SriBU 40 FVi'ti I D AFFMM SIU25 MILL FNE INFORMATION TO CREATE A CLEAN SET OF 'RECORD DRAWINGS'. ALL WORK SHALL BE UFAMPIMM SN OF AA SFLtGE B I ALL ~70 C W& VALVM SIAL.L BB RAM N A FLASM CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE MBATil7N COMM VALVE BOX HM VALVE D Mo. THE TOP OP % MAMAN 20' (0AW S6 WATION WroM REMOTE TNN VALVE BOX SHALL BE 20'WW KUN MMUM SSM IN IM OONfR90lir VALVES (OEtltEl M TO OWBXW YM MOLE THAN AND 20' SO^* ABOVE FNISHM 6RME N KAMM AREA. TIE ONE VALVE BS I MALLLD IN ft SAME L04 AIM M. A= FOLLO" VALVE WAS AND LDS OR APPW YED EdW MUS,►f BE IBES TO MACE VALVE MON MW ARE VOMW AG MAKE ANY V M70M FOR 11E AGGMW WAS IMAM LI M OR NNW 8010 MV LV5 BNLON MIST BE APPROMED 8Y THE R6cRBATbN AND PARKSvwvm & NW i'C6 U LOCATE VALV55 X TIE RA W AM$ SIMKZ VALMM NO°$ FW SBS 14*X14* 9. ALL IMA" NSTALLATtONS SHALL BN >N A"MANCE MHN 40MOAM VALVI: BOX NM 9MT DOW CCNI:1t. aff STAIEIARVA T11E LA'IN'ST AFFP40M8y I: MH OF 11E WIIFasMt mi" courLm NC* mw antm kv Rotm R HM OOi,E,11WAGt1liM RBiGOFlEIDATM SiZMH CCRMSAM VALVE WX HM BOLT DOW 6O YM 20 OF TIE 9tfAIDARD SPI9GB'IGAIIGW AND AS iMt =1W TI1ta CONTROLLER CHARTS: RI59SWEA70 AND PARD, DIRECTOR "M PIE,L 9M NDS PRO ! OPM I'!'XW 4"W H feBc.0660 .AR VALYL Back ISM DO1100lMt COVM 10 ALL 14AIMALS U5i~D SHALL BE RK AFD MM FROM pE1'BGM 4. WfALLATION OF VM MWIM WHINX We FWOM tt ANY AND ALL OWIM SHALL BE APPR VW BAY 199E 16MATM 14WAIM OONIWOL a= TO RM0IF OONfttOL VALVE iS AiD PAWS MUM FNM TiD 11RI5WATION• RMW POR EAC44 MANIM OMM OF VALVt:SIr 80A 7 f ' I� HN SHALL BE A of 0M THAN IM ONE USED TO 12 SM Al" MBD LAID54APLSt1RRIE+AM FLANS AiD LMM l7 M''10 MALYS. (DIE CLOR FOR ALL VALVE WS 4 OW MM FOR SFWM MODS. NWEM SM aWMTY, KWAG1i1 O FOR ALL EXTRA MW Ai0 Ri>IFatMANt�E t+BHtS WATER PRO • CYTY OF BAKERSFIELD REVISIONS 21. CONTRACTOR SHALL ENGRAVE THE LETTERS "IR" ON THE FACE OF THE CURB DETAILS FOR REMOTE CONTROL VALVES WHERE SLEEVE CROSSINGS ARE LOCATED. SM .-6... Cf 14. , PLAN NO. D IM L-6 lM/A L -I DOOM IREET olf-0OP441( 0AW. Aky O`Nl LY Off-OF41AY LK @ mz*m" rdmi NOTES: LNeiCAMMW=ROAM* ORANYOMHWSWAM. ALL BE+GTW & NM AND MATER LKS SHALL BE NSTALLW 2V (O:I6NI �, N A S10 40 FV9G 9LBIr11E• 9L�VE SWALL !°E Z T1I� DMhlM OF WNW / PM ALL HEG1t & WNW OWL HAVE t• HK OW FOR 110 VM79 Ata r HK M& Pat LOMI VGI.TASE 2 SLM& SHALL MW 10 (O.9W WfM HAO!!�>rrAPE ON ALL AD5 MAY All aE1 SIMT F NTH GHY ARYHWRmREav 4. NM OW SIRM CiS IPE MUM TO NSfALL VAMM WMAT ON LNES AVft NM ALL 61RBET PAT0ft MHN 11E O11Y WWI.1A'M_T 51W.1. �! AUt;OiXDNiGE NIN GITY STMMV $r42 OR AS 011MGTEf! BY W ofY 5 ANY AND ALL GlV+N6ES StiAtl � APPRWED BIY 11E REg1E11TtON � AV PAWS VMTOR FRW TO fdPUNWATbk 6 ALL RWWAL 16TALLA'IfGN SWILL. W N AGGORDAME N10 G11Y STAIDARK MANIPAGT!l M 1WAX"WA144 SEGTW 20 OF 1H9 STAiDARD SP6GfFIGATM AV AS VMIW BY IM R6GRI=JITDN AND PARKS OtRB M % AEL MATERIAL U3EI7 SHALL BN N�1 AND FRB'E Ft�OMt pYp�,'p01� Si ALL ELE'LIW4& NSFALLAM* MNN PARKS OR FARMYS 5IALL BE WWW fh' P(" N01tf'S sit t�DADMIAY / HARO.rWiPli Q saw toFoul'f/F FLAN 40 (00 ,rnana V W Wi. SL NO GI1iSR GO tm OR PS'N6 NAY BE ALLOW mm EtEG1RI 44 OR G09biift LEE Ira" SHT _-I-, OF __LL APP CITY OF BAKERSFIELD DETAILS FOR ELECTRICAL CONDUIT TRENCHING, SLEEVING, AND BACKFILL '1r REVISIONS I PLAN NO• DATE L"3 lull"MID [W -VOLT Sawa I IN COtWT. FRONT VIEW �� rm mm (S7RON6 BY SD-.,M% PC�E000 TS) t4OTM: L USE SMILE 60 PC GCB ff NUN AN ISnom 5. ALL 1RRI0J1M I MALLATION SHALL N N AGCMANGt`; NO 2 GGMg►TRUGT 05` I>S I TNIGK, CLal S'IIr' f411Gt1EiE SLAE; AS Of STAMOAM% TIE LATEST EO11101i OF WE CALPORMA n MNi6 fam1lrRsrr,190 ftCIL1VE 11E MMAL MiANm Mtag6Am CONt1501. MA.AID MI1MiPA61t REiGOMrS.RDAIM 95GTION.0 M CLaDCiC corim OS' oomw BAS TO Molt RB4A" m SrMDA111? SFECN'riGATi01A AW AS 0NE'Gw BY TNN D9%W FWA7R'f ftAC0W ffl CIV= SLAB. RI'+GRI4A11ON AFD PARIG30Ni6G1GR S Al O W16ATION OONIMUM WAOS,rfBkE'S $WILL M TOT' MtOlAf1, 6. ALL I'iATEi�tS Stall BE N13'1 ANG FWEE FROM D8EGT5t OF A VANDAL AiD MAIM FAMANM MAIM 1 SM APFWOMED LAMAR I NOON RAMS I MPlrY OF 304 &RAGE S IANkM SlMs AND LC.6M FGR SF6G M M1017J5.115+Ii5 MSM GMMN Ift MAIMMMS MS Aird? FIWIJRIMIiO.E 4. Pbta1� GONGRSfE B1ASE - 6' FELL 1i1CkII�• EIAEID taiGRlgiE b' BEYOiD OUt'S1DE OrE� GF 81GtABtIiN NTH It�l6 SLGFE a ANY AFD ALL CHARM MWOM 10 SUR?Ai1D SHALL BE FOR MWASE. ' AFFROM Or TIE WMEA'iM AND PARKS VMTOR PRIOR TO ANY TYR OF O0gftRUGTitX1• CITY OF BAKERSFIELD REVISIONS DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER ENCLOSURE S 7 op __-14. 1 APPROVED mmx= DATE PIAN NQ L-7 1$ MIK t7. SW . 4 OF ...,.14. APPROVED PLAN NO. DAT& L-4 ♦ 1. �! iii r w r tom. r:r'. .�!►.. r•..r l . A B or All or \\\\\\ r. - \/Si/ \// - -:I a :♦ 1 4 � •/ < r /\ �\ 41, , NNI -� BAKERSFIELD CITY OF LAMSCAPE AM IRRIGATION DETAILS FOR VARIOUS' . +r IMADS STANDARD PIANNO. -- GENERAL RECORD DRAWING NOTE: 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE 'FIELD RECORD' SET SERVICES PRIOR TO TRENCHING. ELI= THE ORIGINAL DRAWINGS AND SPECIFICATIONS, INCLUDING EXACT LOCATIONS, SIZES, AND 2. ALL SPRINKLERS AND VALVES SHAH BE ADJUSTED FOR MAXIMUM COVERAGE } 4rf•, � -{.11f i' Y r1 iI IMM WITH MINIMUM OVERSPRAY. ADJUST ALL IRRIGATION HEADS TO ELIMINATE AND MALL BE THE BASIS FOR MEASUREMENT. THIS SET OF DRAWINGS SHALL BE KEPT ON OVERSPRAY ON ADJACENT HARD SURFACE ALAS. PROVIDE ADJUSTABLE ARC THE SITE AND SHALL BE USED ONLY AS A FIELD RECORD SET. 2. THE CONTRACTOR SHALL MAKE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE VALVES WHERE NEEDED TO PREVENT LOW HEAD DRAINAGE. WORK PROCEEDS, SHOWING THE WORK AS ACTUALLY INSTALLED. THESE DRAWINGS SHALL BE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CROSS CONNECTION AVAILABLE AT ALL TIMES FOR INSPECTION AND SHALL BE KEPT IN A LOCATION DESIGNATED CONTROL STANDARDS AND CONNECTION CONTROL STANDARDS, AND SHALL BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE THE FOR IRRIGATION SYSTEM CONSTRUCTION. LOCATION AND CHANGES OF THE FOLLOWING ITEMS INCLUDING BUT NOT LIMITED TO: a. CONNECTIONS TO EXISTING WATER UNES b. CONNECTIONS TO EXISTING ELECTRICAL POWER C. GATE VALVES d. ROUTING OF PRESSURE MAIN UNE PiPE e. SPRINKLER CONTROL VALVES f. ROUTING OF CONTROL AND COMMON WIRE g. QUICK COUPLING VALVES - _ �. L PLANT MATERIAL SUBSTITUTION OR LAYOUT CHANGES H► BEFORE THE DATE OF THE FINAL INSPECTION, THE CONTRACTOR SHALL DELIVER THE �_ -t �. 1 ► _ r r rf .0 - - INFORMATION TO CREATE A CLEAN SET OF 'RECORD DRAWINGS'. ALL WORK SHALL BE 31 SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE AND IS SUBJECT TO VERIFICATION. DELIVERY OF THE 'FIELD RECORD' SET WILL NOT REUEVE POSSIBLE. THE CONTRACTOR OF THE RESPONSIBIUTY OF FURNISHING REQUIRED INFORMATION THAT MAY p BE OMITTED FROM THE PRINTS COMPILED AT THE SITE. THE LANDSCAPE ARCHITECT WILL USE O' \" 1� �� Iii \��\%`.�,1�/���� ��%?��%`�~- ♦ r .. ' s'. _r r /'. op A CLEAN SET OF RECORD DRAWINGS WHICH WILL BE SUBMITTED TO THE CITY OF , r BAKERSFIELD AS THE OFFICIAL 'RECORD DRAWINGS' FOR THE PROJECT. b. THE CONTRACTOR SHALL STAMP AND SIGN EACH SHEET TO INDICATE 'RECORD 2" MIN. DIA FOR LOW VOLTAGE. DRAWINGS' AS PROVIDED BY CONTRACTOR'S REPRESENTATIVE. C. CONTROU-ER CHARTS SHALL BE PRODUCED FROM THE FINAL APPROVED 'RECORD 8. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. DRAWINGS. 5. CONTROLLER CHARTS: 01 PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED AND ONE ELECTRONIC H COPY. b. THE CHART SHALL SHOW THE AREA CONTROLLED BY EACH AUTOMATIC CONTROLLER AND. BUILDINGS OR LANDSCAPE FEATURES. AT MULTIPLE VALVE BOX GROUPS, EACH SHALL BE REDUCED IN SIZE TO AND 11"X17" OF THE APPROVED 'RECORD DRAWINGS'. C. CIT Y OF BAKERSFIELD A 7 f ' I� TO INDICATE THE AREA OF COVERAGE FOR EACH CONTROL VALVE STATION. d. i DETAILS ` POTABLE CL LAMINATING PROCESS AND SPIRAL BOUND. THE PLASTIC LAMINATING SHEETS SHALL BE A l WATER PRO • VALVE THE SAME SIZE AS VALVE 0 EACH VALVE LOCATION. SW . 4 OF ...,.14. APPROVED PLAN NO. DAT& L-4 ♦ 1. �! iii r w r tom. r:r'. .�!►.. r•..r l . A B or All or \\\\\\ r. - \/Si/ \// - -:I a :♦ 1 4 � •/ < r /\ �\ 41, , NNI -� BAKERSFIELD CITY OF LAMSCAPE AM IRRIGATION DETAILS FOR VARIOUS' . +r IMADS STANDARD PIANNO. -- GENERAL RECORD DRAWING NOTE: 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE 'FIELD RECORD' SET SERVICES PRIOR TO TRENCHING. OF BLUE UNE PRINTS WHICH SHALL BE CORRECTED DAILY INDICATING EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS, INCLUDING EXACT LOCATIONS, SIZES, AND 2. ALL SPRINKLERS AND VALVES SHAH BE ADJUSTED FOR MAXIMUM COVERAGE KINDS OF EQUIPMENT. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS WITH MINIMUM OVERSPRAY. ADJUST ALL IRRIGATION HEADS TO ELIMINATE AND MALL BE THE BASIS FOR MEASUREMENT. THIS SET OF DRAWINGS SHALL BE KEPT ON OVERSPRAY ON ADJACENT HARD SURFACE ALAS. PROVIDE ADJUSTABLE ARC THE SITE AND SHALL BE USED ONLY AS A FIELD RECORD SET. 2. THE CONTRACTOR SHALL MAKE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE VALVES WHERE NEEDED TO PREVENT LOW HEAD DRAINAGE. WORK PROCEEDS, SHOWING THE WORK AS ACTUALLY INSTALLED. THESE DRAWINGS SHALL BE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CROSS CONNECTION AVAILABLE AT ALL TIMES FOR INSPECTION AND SHALL BE KEPT IN A LOCATION DESIGNATED CONTROL STANDARDS AND CONNECTION CONTROL STANDARDS, AND SHALL BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE THE FOR IRRIGATION SYSTEM CONSTRUCTION. LOCATION AND CHANGES OF THE FOLLOWING ITEMS INCLUDING BUT NOT LIMITED TO: a. CONNECTIONS TO EXISTING WATER UNES b. CONNECTIONS TO EXISTING ELECTRICAL POWER C. GATE VALVES d. ROUTING OF PRESSURE MAIN UNE PiPE e. SPRINKLER CONTROL VALVES f. ROUTING OF CONTROL AND COMMON WIRE g. QUICK COUPLING VALVES h. IRRIGATION SLEEVE LOCATIONS L PLANT MATERIAL SUBSTITUTION OR LAYOUT CHANGES 4 BEFORE THE DATE OF THE FINAL INSPECTION, THE CONTRACTOR SHALL DELIVER THE REPRESENTATIVE PRIOR TO PLACING THE COMPONENT. CORRECTED 'FIELD RECORD' SET TO THE LANDSCAPE ARCHITECT WHO WILL USE THE INFORMATION TO CREATE A CLEAN SET OF 'RECORD DRAWINGS'. ALL WORK SHALL BE 6. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE AND IS SUBJECT TO VERIFICATION. DELIVERY OF THE 'FIELD RECORD' SET WILL NOT REUEVE POSSIBLE. THE CONTRACTOR OF THE RESPONSIBIUTY OF FURNISHING REQUIRED INFORMATION THAT MAY p BE OMITTED FROM THE PRINTS COMPILED AT THE SITE. THE LANDSCAPE ARCHITECT WILL USE 7. ALL ACCUMULATIVE LATERAL AND MAINUNE IRRIGATION LINES RUNNING UNDER THE INFORMATION TO PRODUCE: a. A CLEAN SET OF RECORD DRAWINGS WHICH WILL BE SUBMITTED TO THE CITY OF SLEEVES AT TWICE THE DIAMETER OF THE IRRIGATION LINE UNLESS OTHERWISE BAKERSFIELD AS THE OFFICIAL 'RECORD DRAWINGS' FOR THE PROJECT. b. THE CONTRACTOR SHALL STAMP AND SIGN EACH SHEET TO INDICATE 'RECORD 2" MIN. DIA FOR LOW VOLTAGE. DRAWINGS' AS PROVIDED BY CONTRACTOR'S REPRESENTATIVE. C. CONTROU-ER CHARTS SHALL BE PRODUCED FROM THE FINAL APPROVED 'RECORD 8. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. DRAWINGS. 5. CONTROLLER CHARTS: a. PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED AND ONE ELECTRONIC H COPY. b. THE CHART SHALL SHOW THE AREA CONTROLLED BY EACH AUTOMATIC CONTROLLER AND. BUILDINGS OR LANDSCAPE FEATURES. AT MULTIPLE VALVE BOX GROUPS, EACH SHALL BE REDUCED IN SIZE TO AND 11"X17" OF THE APPROVED 'RECORD DRAWINGS'. C. THE CHART SHALL BE A BLUEIINE OZAUO PRINT AND A DIFFERENT COLOR SHALL BE USED EACH BOX SHALL BE 6" APART. SHORT SIDE OF THE VALVE BOX SHALL BE TO INDICATE THE AREA OF COVERAGE FOR EACH CONTROL VALVE STATION. d. WHEN COMPLETED AND APPROVED, THE CHARTS SHALL BE SEALED BY A PLASTIC CL LAMINATING PROCESS AND SPIRAL BOUND. THE PLASTIC LAMINATING SHEETS SHALL BE A l MINIMUM OF 10 MIL. THICKNESS EACH. IRRIGATION NOTES: 1. CONTRACTOR SHALL CHECK & VERIFY ALL SITE CONDITIONS, UTiUTIES & 10. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE SERVICES PRIOR TO TRENCHING. DRAWING WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT 2. ALL SPRINKLERS AND VALVES SHAH BE ADJUSTED FOR MAXIMUM COVERAGE HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTiONS OR WITH MINIMUM OVERSPRAY. ADJUST ALL IRRIGATION HEADS TO ELIMINATE DIFFERENCES SHOULD BE BROUGHT UP THE ATTENTION OF THE CITY OF OVERSPRAY ON ADJACENT HARD SURFACE ALAS. PROVIDE ADJUSTABLE ARC BAKERSFIELD RECREATION AND PARKS DEPARTMENT. iN THE EVEN THIS NOZZLE FOR IRRIGATION HEADS WHERE OVERSPRAY iS EXCESSIVE. PROVIDE CHECK NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL VALVES WHERE NEEDED TO PREVENT LOW HEAD DRAINAGE. RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CROSS CONNECTION 11. THE CONTRACTOR SHALL PROVIDE AND KEEP AN UP-TO-DATE 'RECORD CONTROL STANDARDS AND CONNECTION CONTROL STANDARDS, AND SHALL DRAWING' SHOWING ALL CHANGES TO THE ORIGINAL DRAWINGS AND EXACT PERFORM WORK IN SUCH A MANNER AS TO MEET CURRENT INDUSTRY STANDARDS LOCATIONS OF FACILITIES INSTALLED BEFORE FINAL INSPECTION. THE CONTRACTOR FOR IRRIGATION SYSTEM CONSTRUCTION. SHALL FURNISH 'RECORD DRAWINGS' TO THE PROJECT INSPECTOR AND CITY ENGINEER. 4. INSTALL RAIBIRD SEAL-A-MATIC HEADS AT ALL. LOW SPOTS ADJACENT TO cJ PAVEMENTS WHERE LOW HEAD DRAINAGE WILL CAUSE WATER WIiEEPING ONM 12- THE SYSTEM IS DESIGNED FOR THE PERFORMANCE USTED ON THE IRRIGATION PAVEMENTS. SCHEDULE. CONTRACTOR WILL VERIFY CIV -SITE WATER PRESSURE AND WILL _ ADJUST SYSTEM DESIGN iF APPROPRIATE. 5. ALL LOCATIONS OF IRRIGATION COMPONENTS ARE APPROXIMATE AND W DIAGRAMMATIC AS SHOWN. CONTRACTOR IS RESPONSIBLE FOR THE ACTUAL 13. ALL CONTROL WIRE NOT INSTALLED ALONG MAIN UNE WILL BE INSTALLED IN PLACEMENT OF EACH COMPONENT AND FOR OBTAINING APPROPRIATE IRRIGATION SCH. 40 PVC CONDUIT. ALL CONTROL WIRE TO BE INSTALLED AS 14 GAUGE WATER COVERAGE. IF CONFLICTS EXiST CONTRACTOR SHALL NOTIFY THE CITY OF UNLESS OTHERWISE NOTED. BAKERSFIEi.D RECREATION AND PARKS DEPARTMENT OR OWNER'S z REPRESENTATIVE PRIOR TO PLACING THE COMPONENT. 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 6. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN WALL. CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE i -- POSSIBLE. 15. CONTRACTOR WILL SUPPLY LAMINATED TWO (2) 11x17 INCH AND ONE (1) p REPRODUCIBLE AS -BUILT DRAWINGS TO THE CITY OF BAKERSFIELD RECEATiON 7. ALL ACCUMULATIVE LATERAL AND MAINUNE IRRIGATION LINES RUNNING UNDER AND PARKS DEPARTMENT. - 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 16. USE ONLY 711 PVC CEMENT AND PRIMER. NOTED. ALL ELECTRICAL CONDUITS SHALL HAVE 1" MIN. DIA FOR 110 VOLTS AND ��N/ 2" MIN. DIA FOR LOW VOLTAGE. 17. LABEL ALL VALVES WITH METAL TAG INDICATING CIRCUIT NUMBER AND CONTROLLER IDENTIFICATION. 8. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPUCE. LABEL ALL WIRES WITH I& QUANTITIES FOR IRRIGATION EQUIPMENT AND COMPONENTS APPEAR IN THE WATERPROOF MARKERS AT ALL SPLICES, VALVE MANIFOLDS AND CONTROLLER. LEGEND FOR CITY OF BAKERSFIELD USE. BIDDING CONTRACTOR SHALL NOTE THAT H PLAN SHALL PREVAIL WHEN VERIFYING QUANTITIES OF IRRIGATION EQUIPMENT AND 9. INSTALL VALVE BOXES 12" FROM AND PERPENDICULAR TO WALKS, CURB, LAWN, COMPONENT& BUILDINGS OR LANDSCAPE FEATURES. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND 19. CONTRACTOR SHALL PROVIDE & INSTALL (2) HOT WIRES TO EACH VALVE. EACH BOX SHALL BE 6" APART. SHORT SIDE OF THE VALVE BOX SHALL BE CONNECT ONE & THE SECOND WILL BE A SPARE (RED), BLUE TO BE USED FOR PARALLEL TO WALK, CURB, LAWN ETC. INSTALL ONE VALVE PER BOX ONLY. MASTER VALVE. VERIFY WITH CITY OF BAKERSFIELD RECREATION AND PARKS CL DEPARTMENT. l 20. CONTRACTOR SHALL PROVIDE & INSTALL A SCH. 80 PVC UNION & BALL VALVE THE SAME SIZE AS VALVE 0 EACH VALVE LOCATION. 21. CONTRACTOR SHALL ENGRAVE THE LETTERS "IR" ON THE FACE OF THE CURB WHERE SLEEVE CROSSINGS ARE LOCATED. REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-7 FOR SPECIFICATIONS 1.5-6757 Ph 4 & 5 } m Y } Y � Q Z o� a N Ola a ed cJ O ua ' c < _ od W Z 0g C) � w z im W to i -- 4c p < CL Z " Lu •� ��N/ w to r.. - J W H U c Q V C4 M CL m ci a_ U d w � z� o w u,n 5; LLL, _ l I I I I I m N c� N G Cl 0 Q Z o� a W Ola a ed cJ O ua ' c < _ od W Z 0g C) z im W to i -- 4c p < CL Z " Lu •� ��N/ w to r.. - J W H U c Q V C4 M CL 0 m 0 FINISH GRADE/TOP OF MULCH QUICK—COUPLING VALVE: RAIN BIRO MODEL 44LRC O VALVE BOX WITH COVER: RAIN BIRD VB-6RND 3 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL 5 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 2) O7 PVC SCH 40 STREET ELL 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. QUICK COUPLING VALVE - MODEL " LRC PER RAIN BIRD SPECIFICATIONS N.T.S 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. �2 JUNCTION BOX 1 -INCH CONDUIT AND FITTINGS TO POWER SUPPLY ®POWER SUPPLY WIRE 5 2 -INCH CONDUIT AND FITTINGS FOR STATION WIRES WIRES TO REMOTE CONTROL VALVES NOTES: 1. ESP-LXME CONTROLLER IS AVAILABLE IN 8- OR 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 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 MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. 3. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. 4. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. ESP- LXME CONTROLLER IN PLASTIC CABINET PER RAIN BIRD SPECIFICATIONS N.T.S RQ/N � B/RD G FESCO MODEL 825Y L-6 REDUCED PRESSURE ASSENSLY - OUTSIDE INSTALLATION N.T.S RESILIENT WEDGE GATE VALVE W/— THREADED ENDS & 2" OPERATING NUT PVC SCH. 40 ADAPTER MAINLINE— PVC PIPE (TYP). FINISH GRADE/TOP OF MULCH VALVE BOX AND COVER (MODEL RAINBIRO V13-10RND) 6.0 PVC PIPE (LENGTH VARIES) 3" MIN. DEPTH OF WASHED GRAVEL BRICK (1 OF 4) FILTER FABRIC .:• s. NOTES: 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE, THE OPERATOR IS A WRENCH NUT. 2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. H ISOLATION BATE VALVE DETAIL L -s N.T.S V FINISH GRADE/TOP OF MULCH 1 O PIPE 5X PIPE ---- DIAMETER DIAMETER 2 ROOT WATERING SYSTEM: RAIN BIRD RWS UPSTREAM DOWNSTREAM 0 SWING ASSEMBLY (INCLUDED) O 1/2" (1,3 CM) MALE NPT INLET (INCLUDED) 1 2 � BACKFLOW MV F lrJ PVC SCH 40 TEE OR EL PVC OR POLYETHYLENE LATERAL PIPE OPTIONAL SOCK RWS-SOCK FOR SANDY SOILS EXAMPLE: M V MASTER VALVE , -- IF IT ISA 2" FLOW SENSOR, IT WOULD BE 2" - 4" (10 2 CM) WIDE X 36" (91,4 CM) LONG RIGID X 10 = 20" UPSTREAM MINIMUM; `xDOWNSTREAM WOULD BE 2" X 5 = 10" OF „fzf 3 BASKET WEAVE CANISTER (INCLUDED) F FLOW SENSOR STRAIGHT PIPE MINIMUM I / 4 Q PLANT ROOT BALL 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 1N EXTREMELY HARD OR CLAY -SOILS, ADD 3/4" (-i ,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. v ROOT WATEI:M SY;3TEM INSTALLATION FOR TREES OF PIPE RA/N � B/RD ill�illillilli�ll im 11 91i111111111 OF PIPE, O 30 -INCH LINEAR LENGTH OF WIRE, COILED (2 WATERPROOF CONNECTION RAIN BIRD SPLICE -1 (1 OF 2) ID TAG: RAIN BIRO VID SERIES ( 43 REMOTE CONTROL VALVE: RAIN BIRD PESB-PRS-O WITH NP. HAN O VALVE BOX WITH COVER: RAIN BIRD VB -STD FINISH GRADE/TOP OF MULCH OPVC SCH 80 NIPPLE (CLOSE) 8 PVC SCH 40 ELL 9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ELECTRIC REMOTE -CONTROL VALVE PES SERIES PER RAIN BIRD SPECIFICATIONS N.T.S RQ/N � B/RD N ---- 12 PER RAIZ BIRD SPECIFICATIONS N.T.S RAIN BIRD PE/BPE SERIES MASTER VALVE a 36 -INCH LENGTH OF COILED WIRE TO SATELLITE CONTROLLER MASTER VALVE CIRCUIT 3 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL BRICK (1 OF 4) VALVE BOX WITH COVER - 12 -INCH SIZE FINISH GRADE RAIN BIRD FS SERIES FLOW SENSOR(S) 36 -INCH LENGTH OF COILED PE -CABLE TO FLOW SENSING EQUIPMENT AT CONTROLLER ASSEMBLY ® SEE FLOW SENSOR WIRING DETAIL FOR WIRING DIAGRAM 10 CONCENTRIC REDUCER 1 fl 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 1 fi 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL RAIN BIRD PE/BPE SERIES MASTER VALVE 36 -INCH LENGTH OF COILED WIRE TO SATELLITE CONTROLLER MASTER VALVE CIRCUIT 3.0 -INCH MINIMUM DEPTH OF �1 3/4 -INCH WASHED GRAVEL Q BRICK (1 OF 4) VALVE BOX WITH COVER - 12 -INCH SIZE FINISH GRADE j RAIN BIRD FS SERIES FLOW SENSOR(S) 36 -INCH LENGTH OF COILED PE -CABLE TO FLOW SENSING EQUIPMENT AT CONTROLLER ASSEMBLY g SEE FLOW SENSOR WIRING DETAIL FOR WIRING DIAGRAM 10 CONCENTRIC REDUCER 0 Q MODEL PCB BUBBLER OY FINISH GRADE 3QRAINBIRO SA SERIES SWING ASSEMBLY 4DLATERAL TEE OR ELL LATERAL PIPE v WnEMO%ATf v%kl �PU MEN& Al--IkPP 1 ♦ WOU IT N.T.S H, PIP t77e!!! A, INSTALL ONE PCB BUBBLER PER SHRUB, TYP. PER HUNTER SPECIFICATIONS N.T.S CENTERED MAINLINE 0 BACK—/ OF SIDEWALK BUBBLER LA LATERAL UNE 12" BACK OF EACH SHRUB. TYPICAL PLANTING & IRRIGATION LAYOUT N.T.S ENGRAVED THE 15" HIGH LETTERS. COLOR: 40% GLOSS BLACK POWOERCOAT 4" THICK POUR IN PLACE CONCRETE WALL CAP. nnnn- e�nr-�tnt nnav 4" THICK POUR IN PLACE CONCRETE WALL CAP.. COLOR: FRENCH GRAY. 6" 6" X 8" X 16" PRECISION BLOCK. COLOR: SAND SEE SHEET L-7 FOR MATERIAL & LAYOUT OF INSET CORNER MONUMENT ELEVATION COLLECTOR/ARTERIAL & LOCAL INTERSECTION SCALE: N.T.S. ELDORADO STONE VENEER CLIFSTONE. COLOR: CAMBRIA. 3" WIDE PRECAST CONCRETE SILL CHAMFER EDGES TO FORM FRAME. 8" X 8" X 16" CMU -SMOOTH. COLOR: BURNISHED TO ACT AS QUOINS. 6" X 8" X 16" ACCENT PRECISION BLOCK. COLOR: BURNISHED. TOP TWO COURSES. SECOND COURSE ALTERNATE WITH THE REST OF THE WALL. M 1 W O I I N � 1 `- 6" X 8" X 16" CONCRETE. COLOR: SAND. PRECAST CONCRETE. 1.5-6757 Ph 4 & 5 AiCLa- cofl aZ 0cc OZaO Ix000000 N Co W Ii z !A W W U M 00 t to t/� a 3 _ e�ttS w w a >- C) co 0 cnv Z v N w L� uj Y a m S`t' m Z D" Z W N � � tC* F- b J w C C V a h<v AiCLa- cofl aZ 0cc Ix000000 Co W z t z !A W 0 t to t/� a _ e�ttS CL z Cn !� Z v <C L� uj cc a W S`t' m Z D" Z W W =E tC* F- J w jr c) a > ci mc) oQ �C) I. Z O w W N N w w1 cofl aZ 0cc Ix000000 Co W z t W !A W 0 t to t/� a _ e�ttS CL z Cn v <C L� uj cc a W z Z D" Z W W to r.. tC* F- J w h a o. ci w w1 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 VERIFICA11ON: 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 REGULA11ONS: 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 COND11IONS BEFORE STARTING WORK. 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. CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT IS NOT RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAU11ONS 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 MEN11ONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MEN11ONED IN THE SPECIFICATIONS AND/OR DETAILS. 18. MATERIALS: ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT COND111ON 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 COMPLE11ON: 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 L TRUC 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. ___No• -_ v -_•_&I 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 HOLO 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 CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 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 UN11L IT HAS BEEN INSPECTED TESTED AND APPROVE BY THE C NSUL11NG ENGINEER OR AUTHORIZED D 0 0 EO R 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 MEED 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. REJEC11ON OF PLANT MATERIAL: THE OWNER OR THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT MAY REJECT ANY PLANT MATERIAL REGARDED AS UNSUITABLE AT ANY 11ME 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, WINO BURN, VANDALISM OR ANY OTHER INJURY. 6. TSE TAGGING: ALL SPECIMEN TREES CALLED OUT ON PLAN TO BE TAGGED SHALL BE SELECTED BY THE 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 THE 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 UN11L 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. FINIStj GRAQE: 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. D AINA E: 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 11E 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. a zx G MEMO y A 4w k 't � • , c, r: �, mak. 3F. � e;! , • t z. Re 4 .. : rc, t 4 40 r Lrl „ u n ",per ?, �: € is , � gl a , , $ „'w:w h MOW"",. r 1 i 12xl 2, AR b STONE."BV D C s �3 o' F . :D°- Emyr SCk , Custom Building products. 1.5-6757 Ph 4 & 5 err Cl D Q Z d LO � W Lu co Q � O to a� Z a O Q 2 to 0 IX w W l.L < iii t Z 0O Z CL 0CL W � a U/ W to r%. co $2 J W .- � N J � a � my �Q W� a� Z� 0LLJ : :> N W_ N Cl D Q Z d LO � W Lu co Q � O to Z a O Q 2 to 0 IX w l.L < iii t Z 0O Z CL 0CL W w a U/ W to r%. co $2 J W .- � N J � a � 4