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HomeMy WebLinkAbout1.5-7140 Ph 1CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT- TIRACT 7140 - PHASE 1 t PUBLIC STR TSCAPE CONSTRUCTION PLANS LIMITS OF PUBLIC LANDSCAPE CONSTRUCTION 'h BERKSHIRE 1 1 1 1 DRILL ISLAND 1 TITLE I I L-2 I 32 I 1 33 1 34 I 1 35 1 36 1 37 1 I I I I 14 I 1 I I I I i _ 31 i 30 1 29 i 28 27 26 N 1 I 1 1 I 2 I 3 I 4 I 5 i 6 w � I C) 1 1 Z 1 . N04 1 �q Z I I I I i 24 I 23 1 22 I 21 I 20 19 Q I >L 1 Pt± E 2 37 1 38 1 39 1 40 i 41 i 42 J 1 TITLE L-1 I 1 36 I 35 L-2 PLANTING PLAN I � L-4 I + 33 1 I CA I�— 30 1 13 I 1 14 27 I 25 cn _ 10 HA E 3 Q Cc P 1 ( I I 12 I 11 1 I I 1 I 1 I (1 I 1 I MARCON AVENUE -BARSANTI ►VENUE VESTING TENTATIVE TRACT NO. 7165 KEY MAP SCALE: 1"=100' INDEX OF SHEETS SHEET TITLE L-1 TITLE SHEET L-2 PLANTING PLAN L-3 PLANTING DETAILS & NOTES L-4 IRRIGATION PLAN 34 33 32 31 30 29 28 27 26 25 cn _ HA E 3 Q Cc P 15 16 17 18 19 20 21 22 23 24 o� a H Z - ed 0 -BARSANTI ►VENUE VESTING TENTATIVE TRACT NO. 7165 KEY MAP SCALE: 1"=100' INDEX OF SHEETS SHEET TITLE L-1 TITLE SHEET L-2 PLANTING PLAN L-3 PLANTING DETAILS & NOTES L-4 IRRIGATION PLAN L-5 IRRIGATION DETAILS & NOTES L-6 IRRIGATION DETAILS L-7 SPECIFICATIONS �a< Q Q � �Iw �¢ cn Dw� �oz Lj_N:1 SCALE: 1 " = 100' 100 50 O 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 ENO 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 WALL 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 AUTHORIZA11ON 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 I 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 MALL BE SUBJECT TO THE APPROVAL OF THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE. 15. CONTRACTOR SHALL NOTIFY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT OBSERVATION SCHEDULES. 16. SEE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT DIMENSIONS AND BACK FILL REQUIREMENTS. 17. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR SHALL CONTACT CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT FOR RESOLUTION, FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS. 18. NO PLANTING SHALL BE PLANTED UNTIL INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED. FINAL GRADES HAVE BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND 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 SHALL 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 SOILS TEST IS REQUIRED OR NOT. 27. UNIFORM DEVELOPMENT IS REQUIRED FOR THIS PROJECT. SHOULD ANY PORTION OF ANY PHASE OR SUBSEQUENT PHASES BE CONSTRUCTED AT DIFFERENT INTERVALS WHERE THE POINTS OF CONNECTIONS ARE LOCATED IN AN AREA OTHER THAN THE CURRENT PROJECT AREA, THE DEVELOPER SHOULD BE RESPONSIBLE FOR ALL INCURRED COSTS ASSOCIATED WITH THE ATTACHED AREAS UNTIL THE PROJECTS MAINTENANCE PERIOD HAS BEEN COMPLETED AND A WRITTEN FINAL ACCEPTANCE FROM THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT HAS BEEN ACHIEVED. 28. PRIOR TO INSTALLATION TO 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. PACHECO ROAD PROJECT 22 ❑ 23 FAIRVIE ROAD D 20 ISI TE n 24 i9 _, 29 28 0 27 1 0 26 0 0 25 =HOSKING MCCUTCHEN ROAD Q w 35 36 31 � 33 in 34 McKEE ROAD GREENFIELD TAFI a H WY. PUMPKIN 5 114 cn CENTER a C o CURNOW I n -a 2] p 0 Z 9 8 'o r cn ; �''_ 12 7 VICINITY MAP NOT TO SCALE NOTES: ALL POINTS OF CONNECTION FOR ELECTRICAL SERVICE FOR IRRIGATION SYSTEMS SHALL BE INDEPENDENT FROM THE TRAFFIC SIGNAL POWER SOURCE/STREET LIGHTING POWER SOURCE. A SINGLE LINE SCHEMATIC FOR IRRIGATION SYSTEMS SHALL BE REVIEWED AND APPROVED BY CITY ENGINEER PRIOR TO START OF ANY LANDSCAPE/IRRIGATION INSTALLATIONS. PRIOR TO ANY PLANTING OF NON -TURF AREAS, THE 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 CENTERUNE INTERSECTION OF MCCUTCHEN ROAD AND MOUNTAIN RIDGE DRIVE. ELEVATION = 350.76' (U.S.G.S. DATUM) PER TRACT NO. 6332 PH. 1 MON. ELEVATION MAP THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF WALK TO THE BACK OF WALL I& 6.380 SF. THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE BACK OF CURB TO THE BACK OF WALL M 11.679 SF. ENGINEER'S STATEMENT: I HEREBY STATE THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION, ■ ROGER MCINTOSH, MdNTOSH & ASSOO✓ R.C.E. # 33322, EXP. 6-30-16 .rZ"� \\' REVIEWED BY: RECREATION AND PARKS DEPARTMENT DATE `� 3llLll(o REVIEWED BY: TRAFFIC ENGINEER DATE t $ APPROVED BY. NICOLAS C. FIDLER, PUBLIC WO DIRECTOR, CITY OF BAKERSFIELD DATE R.C.E.# 61069, EXP. 12-31-16 APPROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENANCE. DATE 3—\\— \ two cc tn � z� J W Q 'J co J m r Q IL LLJ = Z 0 CC cn _ 5 W Q Cc P w = 41W co �r P%..U O UJ to in o� a H Z - ed 0 C -- H � = V Q W Cc co cr. w _ Ir J 0 U m 0 U z 0 Lo 10 O M V r � J W Q 'J co J Q IL LLJ = Z 0 CC JCL _ 5 W Q Cc P w = 41W co �r P%..U O UJ to in 0 a H Z - ed 0 LV H � = V Q W Cc co cr. � _ J 0 U E W W = J LL 0 J1� 10+00 11+00 - ---- - --- -- - E -- - --- 12+00 i I BERKSHIRE ROAD 13+00 • 16+00 2' m , m W U) O Q 9w to Z � J Lo = �0 Q Q U) ;q. BERKSHIRE ROAD 17+00 18+100- I I RED BRICK SINGLE BULL NOSE - ON 3 1/2" x 2 3/16" x 7 1/2" RED BRICK 1/2" x 2 3/16' x 7 1/2" - BRICK VENEER STUCCO FINISH GRADE c, PLANTER i 04 REFER TO WALL PLANS FOR WATER PROOFING DETAIL STUCCO rc_"' WALL MONUMENT SECTION L- 2 NOT TO SCALE 2 1 /n' .. 9 2 A C" .. 7 1 M' NOTES: • ALL SHRUBS SHALL BE 5 GAL. CONTAINER SIZE OR LARGER. • MASS SHRUB PLANTING TO BE 1 GAL CONTAINERS SPACED 18" O.C. BERKSHIRE ROAD: • 1 TREE PER 30' OF LINEAL STREET FRONTAGE 27 TREES 801' OF STREET FRONTAGE/30 = 27 TREES • PROVIDED 27 TREES • 50% TO 70% OF REQUIRED TREES TO BE EVERGREEN 14 TREES 27 TREES REQ. X 50% = 14 EVERGREEN TREES MIN. • PROVIDED 17 TREES J 11L A L J/10 A / 11L RED BRICK WITH WHITE MORTAR INSTALLATION REQUIREMENTS: STAINLESS STEEL WALL ANCHORS (1/4" X 2 1/2") MIN. MOUNTED TOP AND BOTTOM EVERY 6 INCHES FLUSH TO THE WALL WITH EPDXY AND SHALL HAVE NO VOIDS BETWEEN SIGNAGE AND WALL ELEVATION OF SIGN PLANTER BERKSHIRE ROAD & DULBECCO STREET NOT TO SCALE 1. CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS OF THE EXISTING WALL MONUMENT ON THE NE CORNER OF ELKHORN CREEK LANE AND RIVER RUN BLVD. THIS FRONT VIEW DEPICTS APPROXIMATE DIMENSIONS. 2. BLOCK WALL SHALL MATCH EXISTING BLOCK WALL IN COLOR, PATTERN AND PILASTER CONSTRUCTION TO EXISTING WALL OF TRACT 5999. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 3. SEE WALL PLANS FOR DETAILS I M I 14+00 N I I I ISI '. 15+00 - ------ -- ----- -- - ----- I 1 U- W ' J O J W m W cn Q O W9 Z Lo U� Qa I WUCOLS PLANT FACTOR SETTINGS: HIGH WATER USE PLANTS: otr COMMON SIZE REMARKS WfUlcOLs PLANT I VERY LOW WATER USE PLANTS: I ` I LINE OF — i 1O a a FACTOR TREE LOCK WALL 4 I" w CRAPE MYRTLE 24' BOX I 0.3 CD FINISHED PAD m� W 1.5"-2.5" TREE _J Z o, a a CALIPER v � 13 PRUNUSAUREL CAROUNIA NA CAROLINA 24' BOX STANDARD EVERGREEN if 'F co let I It It CHERRY STREET TREE LIGHT iii%•is•••i ItIt W r` ♦iiii •i•��, Hsi is• 0 U �• 24' BOX STANDARD 8 PISTACIA CHINENSIS CHINESE DECIDUOUS 0.3 'KEITH DAVEY PISTACHE 1.5"-2.5" TREE CALIPER m � r l . 0 24' BOX STANDARD li 4 4 QUERCUS ILEX HOLY OAK EVERGREEN 0.3 1.5"-2.5" TREE 1 I` ix NOTES: • ALL SHRUBS SHALL BE 5 GAL. CONTAINER SIZE OR LARGER. • MASS SHRUB PLANTING TO BE 1 GAL CONTAINERS SPACED 18" O.C. BERKSHIRE ROAD: • 1 TREE PER 30' OF LINEAL STREET FRONTAGE 27 TREES 801' OF STREET FRONTAGE/30 = 27 TREES • PROVIDED 27 TREES • 50% TO 70% OF REQUIRED TREES TO BE EVERGREEN 14 TREES 27 TREES REQ. X 50% = 14 EVERGREEN TREES MIN. • PROVIDED 17 TREES J 11L A L J/10 A / 11L RED BRICK WITH WHITE MORTAR INSTALLATION REQUIREMENTS: STAINLESS STEEL WALL ANCHORS (1/4" X 2 1/2") MIN. MOUNTED TOP AND BOTTOM EVERY 6 INCHES FLUSH TO THE WALL WITH EPDXY AND SHALL HAVE NO VOIDS BETWEEN SIGNAGE AND WALL ELEVATION OF SIGN PLANTER BERKSHIRE ROAD & DULBECCO STREET NOT TO SCALE 1. CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS OF THE EXISTING WALL MONUMENT ON THE NE CORNER OF ELKHORN CREEK LANE AND RIVER RUN BLVD. THIS FRONT VIEW DEPICTS APPROXIMATE DIMENSIONS. 2. BLOCK WALL SHALL MATCH EXISTING BLOCK WALL IN COLOR, PATTERN AND PILASTER CONSTRUCTION TO EXISTING WALL OF TRACT 5999. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 3. SEE WALL PLANS FOR DETAILS I M I 14+00 N I I I ISI '. 15+00 - ------ -- ----- -- - ----- I 1 U- W ' J O J W m W cn Q O W9 Z Lo U� Qa I WUCOLS PLANT FACTOR SETTINGS: HIGH WATER USE PLANTS: otr COMMON SIZE REMARKS WfUlcOLs PLANT I VERY LOW WATER USE PLANTS: I ` I LINE OF — i 1O a a FACTOR TREE LOCK WALL 4 I" w CRAPE MYRTLE 24' BOX I 0.3 CD FINISHED PAD m� W 1.5"-2.5" TREE _J Z o, a a CALIPER v � 13 PRUNUSAUREL CAROUNIA NA CAROLINA 24' BOX STANDARD EVERGREEN I co < a CHERRY STREET TREE LIGHT 4, 3 1/2" x 2 3/16" x 7 1/2" RED BRICK CAP STUCCO FACE. COLOR: STANDARD GREY 6"x 8"x 16" CONCRETE BLACK LOT SIDE STREET SIDE —PLANTER— FINISH GRADE m z I !6 296 LANDSCAPE GRADE VARIES (16" MAX.) CONCRETE FOOTING REFER TO WALL PLANS FOR WATER PROOFING DETAIL D WALL DETAIL L- 2 NOT TO SCALE " VARIES 16'- I I ---------- ----- EXISTING PAVEMENT PLANTING LEGEND - TREES 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 KEYQN WUCOLS PLANT FACTOR SETTINGS: HIGH WATER USE PLANTS: BOTANICAL COMMON SIZE REMARKS WfUlcOLs PLANT I VERY LOW WATER USE PLANTS: 0-0.1 NAME NAME a a FACTOR TREE LOCK WALL 4 LAGERSTROEMIA 'MUSKOGEE' CRAPE MYRTLE 24' BOX MULTI -TRUNK DECIDUOUS 0.3 CD FINISHED PAD 2.0% 2.0% 1.5"-2.5" TREE Lu Z o, a a CALIPER v � 13 PRUNUSAUREL CAROUNIA NA CAROLINA 24' BOX STANDARD EVERGREEN 0.3 co < a CHERRY 1.5"-2.5" TREE W 4, W r` CALIPER 0 U 24' BOX STANDARD 8 PISTACIA CHINENSIS CHINESE DECIDUOUS 0.3 'KEITH DAVEY PISTACHE 1.5"-2.5" TREE CALIPER m 0 24' BOX STANDARD li 4 4 QUERCUS ILEX HOLY OAK EVERGREEN 0.3 1.5"-2.5" TREE 1 I` ix CALIPER a SHRUB 56 DIETES VEGETA FORTNIGHT LILY 5 GAL EVERGREEN FLOWERING SHRUB 0.3 10 HEMEROCAWS EVERGREEN 5 GAL EVERGREEN FLOWERING SHRUB 0.5 HYBRID OAYLILY -> UGUSTRUM 138 JAPONICUM TEXAS PRIVET 5 GAL EVERGREEN SHRUB 0.3 'TEXAMUM' 13 MYRTUS COMMUNIS 'COMPACTA' DWARF MYRTUS 5 GAL EVERGREEN 0.3 FLOWERING SHRUB 73 RHAPHIOLEPIIS 1. 'BALLERINA' INDIAN HAWTHORN 5 GAL EVERGREEN 0.3 FLOWERING SHRUB GROUNDCOVER 215 LANTANA MDWA IDENSIS EVERGREEN 1 GAL EVERGREEN• 0.3 SF 'DWARF WHITE LANTANA PLANT 18" O.C. WUCOLS = WATER USE CLASSIFICATIONS OF LANDSCAPE SPECIES. WUCOLS PLANT FACTOR SETTINGS: HIGH WATER USE PLANTS: 0.7-1.0 MODERATE WATER USE PLANTS: 0.4-0.6 LOW WATER USE PLANTS; 0.2-0.3 VERY LOW WATER USE PLANTS: 0-0.1 % e- 1 4' 1 PAD LIMITS ",-LANDSCAPE AREA, 4:1 MAX. PROPOSED 6' COMBINATION PROPOSED CURB do GUTTER J SIDEWALK PER C.O.B. STD. S-3 SECTION - BERKSHIRE ROAD NOT TO SCALE REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-3 FOR MAINTENANCE NOTES REFER TO SHEET L-3 FOR PLANTING DETAILS REFER TO SHEET L-3 FOR PLANTING NOTES REFER TO SHEET L-7 FOR SPECIFICATIONS SCALE: "I " = 20' 20 10 0 20 40 rn 0 M M F- CD oar oU z o Z L_ I a� J Q W V 00 3 0 La (o ID N jrjr w Y Q m �Z a r Zfill W 2 z aI W J Q W= m a a 0 a 1 LOCK WALL a. J I U- CD FINISHED PAD 2.0% 2.0% p W 0° ",-LANDSCAPE AREA, 4:1 MAX. PROPOSED 6' COMBINATION PROPOSED CURB do GUTTER J SIDEWALK PER C.O.B. STD. S-3 SECTION - BERKSHIRE ROAD NOT TO SCALE REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-3 FOR MAINTENANCE NOTES REFER TO SHEET L-3 FOR PLANTING DETAILS REFER TO SHEET L-3 FOR PLANTING NOTES REFER TO SHEET L-7 FOR SPECIFICATIONS SCALE: "I " = 20' 20 10 0 20 40 rn 0 M M F- CD oar oU z o Z L_ I a� J Q W V 00 3 0 La (o ID N jrjr w Y Q m �Z a r W a ..J (n J Q W= U) ac a 0 Z J �Occ a Z Z �r 1` O V p W 0° Lu Z o, a a ad v W V W = Q 05 z co < a � W 4, W r` 0 U �o m 0 ix a z 0 vi -> LU 0 M V r � W a ..J (n J Q W= a Z ac a 0 Z J �Occ a Z Z �r 1` O V p W 0° Lu Z Z a a ad v W V W = Q 9= co < a � W r` 0 U �Tl"G �wY�PE M MEDINi tum 1. l 44, W2 NOT ALLOMW MM � TIE O&WTNC 15 TO SOFTEN lila VISUAL MPAGT OF A PIMMGE OR NAL= PRONTA F MLAMT MATE RLAL 5M4L1 EIE SM JZTW TO PROVMSE A ML.EAS N61 A6eMAM MVffM LAW MAMNTEIbVMf+E �tM_ L.AHMME MAW MATERIAL CO ONATIOMS SMWA. aE REViI&M AND APPROVED SY C41Y PARKS DIVISION. 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A"RaVW RMXP000i DATIi L-13 -_ ��•V�MRii/WIr OF Kt TYPI44L CJD CITY OF BAKERSFIELD REVISIONS DETAIL FOR TREE AND SHRUB PLANTING SlT 14_ OF __lti Aarxov�i STANDARD PLAN NO. L-10 • SVitD L A M ARM DEPTAN(W A"NoM CO2" FLAN I5 z RLAW W FRIOR TO 99WTAL OF WALL MMPRDVI MM MAWCAP PER APPROVW PLAN 2. room TO EE aA95 7 MOMcmm MON STRIP AT CHAIN LINK" PO r 250OP`fl 0.24N. Auld h=FENCE 3 mwo GRACE Mean ON EACH $IDE OF INE J•71]Y� WILL SHALL HOT E7aw to 1100 l z 4. 61R711f ALLCBIS W 2a` (il l AW4 l0 SRAM x4.32' (O.M>W O s• BRM ALL CELLS COWAN* M ULM BOID iIOWZONIA4 as" TO TCP OF MALL. WT 05' RAD. 05111111 BRACE TYPIGAI. TOP 3DES 6 A WIMM OF 2S OP Simms SW MASM TO H EVERY W AAA ON ALL OiNOR CONCRETE SWAM i'S N0 6'3i 1 TOP OF MALL 6RAPRW TO WITCH FL TO A MAXNM (a.1w COMPALIW OP OM SLOM OR 51 TO MEET NEL6Hf oommEmm E4m A6 DM66TW Vr CL1Y 8M6lWt bD' x bA' x I6• b. awe SOL 9W L BE COMAGTEI? TO #40 OF MAKMRM x 02a x OAlgl CRY VENN AS VEIEI04NW BY ASTM P407 Ta A L - rNIGC CONCIEIE !� .+ 4. ►alae FROOF SIMFAOMifi MMtIH Das• (60MM11 Tx1pc , AMALUG M IEE PW W WAIMits OP APPROVED WK AG "K ol WD S Uff STANM W LA DUAL 61. GOVT OILY T PCJICIiON $�s BOAR LOT PAD BRAIDS D" TO FaOfMMS: BLOCK MALL 10. foon 56 SMALL MOTE IMP THE HIM WHO ON TRE + RA* BY MOQUE IW 20 L"3fA'1 V ANY FQWMMOWc NXMW CC WK 4kWAN rift FOOTMMB HM SWILL. EE OLON TME FMIISHW -_ ��•V�MRii/WIr OF Kt TYPI44L CJD CITY OF BAKERSFIELD REVISIONS DETAIL FOR TREE AND SHRUB PLANTING SlT 14_ OF __lti Aarxov�i STANDARD PLAN NO. L-10 { Anmm j '; •• •.,. ;:• - ` ; • . �• �. caNUMETE MOMIti10.TP A6 • �' •. ' VA PBX= PER DETAL L41 64 016• (OAP) Ok. - or x3.24• (OAA OA 30" (OAW CITY OF BAKERSFIELD DETAIL FOR MASONRY WALL NON -RETAINING SHT 14 OF 14 AMOVED REVISIONS PLAN NO, L-14 cA�lrao.M: fI OF Ma 10 ' GFIAYI LLf1C Fl3MGL` OR WOOD F910E ' as' RAD. Asl+Md 10 0" Tfft K. ALL SICB9 MEE NOTE 0 - Now �D' QO' (aa�6d (aaalnX • `. �� ; �gxc NOTESa SVitD L A M ARM DEPTAN(W A"NoM CO2" FLAN I5 z RLAW W FRIOR TO 99WTAL OF WALL MMPRDVI MM MAWCAP PER APPROVW PLAN 2. room TO EE aA95 7 MOMcmm MON STRIP AT CHAIN LINK" PO r 250OP`fl 0.24N. Auld h=FENCE 3 mwo GRACE Mean ON EACH $IDE OF INE J•71]Y� WILL SHALL HOT E7aw to 1100 l z 4. 61R711f ALLCBIS W 2a` (il l AW4 l0 SRAM x4.32' (O.M>W O s• BRM ALL CELLS COWAN* M ULM BOID iIOWZONIA4 as" TO TCP OF MALL. WT 05' RAD. 05111111 BRACE TYPIGAI. TOP 3DES 6 A WIMM OF 2S OP Simms SW MASM TO H EVERY W AAA ON ALL OiNOR CONCRETE SWAM i'S N0 6'3i 1 TOP OF MALL 6RAPRW TO WITCH FL TO A MAXNM (a.1w COMPALIW OP OM SLOM OR 51 TO MEET NEL6Hf oommEmm E4m A6 DM66TW Vr CL1Y 8M6lWt bD' x bA' x I6• b. awe SOL 9W L BE COMAGTEI? 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AMOHORS g X 3-112�MlNMiM MauHll'�J rola Alb DOTTlDM NOW 61 nM W ML 1l 1M iittEN l�rn AAV SWILL NAVE w VOM avow 5i6NA6fE Alb MALL { Anmm j '; •• •.,. ;:• - ` ; • . �• �. caNUMETE MOMIti10.TP A6 • �' •. ' VA PBX= PER DETAL L41 64 016• (OAP) Ok. - or x3.24• (OAA OA 30" (OAW CITY OF BAKERSFIELD DETAIL FOR MASONRY WALL NON -RETAINING SHT 14 OF 14 AMOVED REVISIONS PLAN NO, L-14 cA�lrao.M: fI OF Ma 10 ' GFIAYI LLf1C Fl3MGL` OR WOOD F910E ' as' RAD. Asl+Md 10 0" Tfft K. ALL SICB9 MEE NOTE 0 - Now �D' QO' (aa�6d (aaalnX • `. �� ; �gxc AWAY FAOM PLAYSROW SVitD 5`•O A31q) LIY4t z Lu VHb�A�' WAM. MON 61W �j-1-. iib• � y 4•N MON STRIP AT CHAIN LINK" WQ Auld h=FENCE O J•71]Y� / z APFROVW WANOWROOPNS ON WT SIDE COFfaAG1W EARTN PL6Y63DU= 51f)E4VALfc WT 05' RAD. 05111111 BRACE TYPIGAI. TOP 3DES NOTES: L C IWi6T A OW 9COWE JPW O'? AT EVERY FM MW Alb H EVERY W AAA ON ALL OiNOR CONCRETE SWAM i'S N0 6'3i 2 AL AREAS TO R5CM GO14MM O LL W f,`IOMPAGTEIt TO (a.1w COMPALIW 'X16AMbe0TYFOR.AV"OFOVMOkWORAS E4m AP WDM Or TIE AWWATION Alb PMO DMId M BRADS .: I VP OF NM SW S+ISQL BE la" OW A M PMISH?D •-' WOE NO AWA= TO W AMD 20 60W ADOVE 60.115t>rmJ •. FOMW NOW BRADS MIN A044Z Mf TD PLAN1Eit rNIGC CONCIEIE !� .+ 4 MW IVE BRACE ON IM Lar $a OF flE WALL a N MOW STRIP • OF TAE WILL. Vf PROM* rb POMM SM WYSlAtIDW S W A MAL iR ' FOR WATER AUTM6ItalMbOiPSk BLOCK MALL s. A 40" (oa3 MMt1E OOILGMETE MOW 511!1' 151tlki1MiCD POR ALL OR mmm LAIN AREAE ADWk2Oif TD AN E1Qt W OR PROPOO W F9MoNALL CC afY SRAMVM SM L -M, MAL N 4 W b. ANY AND ALL CMM iilOM TAS SRANOAWD MAIL SW s SHALL BE AA+ROVID BY TIE RLIGA[PITON Alb PARIC4 DINMi = A, r FRIOIt TO CAiSTWLGTIGlL ROW TYP 7. ALL WI CRETE VA L BE LL A* Ir IN ACOORRARZ HIM (amw CITY STAIDAIM 11E LATEST L3)I= OF SEC" 13 OF TIE MON STRIP AT STAibA W SFW"ATOl4 AID AS AFPRO W DY 11E WMWA" 0 AM PAM t>MVK MOW NW "M KAU MAU IVAN PLASTER 4. MOM "W SHALL.19 ISTALLW AT ALL flMOF RlY L#e& CITY OF BAKERSFIELD REVISIONS DETAM FOR CONCRETE MOW STRIPS & PLAYGROUND SIDEWALK WT OF __w Arreavz u A=&'(lft) 1NVaT PAW (AE Mi YS UO ar ANl#3W$ AND CgILt:COS) A=t2j'.l60) M1tff NOW T o C=1Q Ftp 6-4 a C 0=1.69 m/im/tr V -SW asrAW $-AH'nfCAc 9w (,8�p51l11 T w) 49 F AVT MOW Nr�i/ om 7m OW s 1, (StA+ft CASE A55MS AN Of AI .l5(lassn) /AE r tOQW AI AN O&ECI AT 4.25rtAn) /l jWlj PLAN NO. L-11 i Si°1:£fi5 60YOn) R1* 25 MW (4 AwA) IM34 Rik" 55 WH (9O ,bnA) 90(27mj RIV 65 OW (105 kn/*) 110TJY r) RIV 65 OW (195 ) LZIVR9PLIME OR AE&AN Ox D ltow CEPS• am Lw 1Bnf NO oflsnwnw TO A1>m wwr OW6iR WW AV CXbL•SS OF #WE ftTT HALM IMN FLOKW AV AV AWA UNCDNTROL£E'erMGrM I. BOTH CIwww COIN AT AN L W 1Ra0 r-,WiFRS('Crm 2 S1dlt tAfE' Rf'OfAKE1iE'N1S Pf1P SLAG 12115175 EE RE 1KOWAt ME T-n.tiwc ! 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 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, UN71L 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 M 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 WEEDS PESTS (I.E.BLACKBERRY, NUT SEDGE OR BIND WEEDS) SHALL BE SPOT SPRAYED WITH A NON-SELECTIVE POST -EMERGENT HERBICIDE AS SPECIFIED BY A WEED ABATEMENT COMPANY, AND LEFT IN PLACE FOR (7) DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) DAYS AFTER APPLICATION AND DISPOSED OF OFF-SITE. 6. CONSTANT DIUKENCE SHALL BE MAINTAINED FOR THE ADVENT OF DISEASES, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. SHOULD THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT, DURING THE MAINTENANCE PERIOD, DISCOVER THAT THE TERMS FOR THE MAINTENANCE PERIOD AS STATED HEREIN HAVE NOT BEEN STRICTLY ADHERED T0, THEN THE DAYS ACCRUING TOWARD COMPLETION OF SAID MAINTENANCE PERIOD WILL BE TERMINATED. THE MAINTENANCE PERF WILL BE EXTENDED ON (1) DAY FOR EACH DAY THE AREA IS OUT OF ITS MAINTENANCE PERIOD. AFTER THE AREA HAS BEEN BROUGHT UP TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT STANDARD, THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT WILL REWIRE A RE -INSPECTION BY A CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT REPRESENTATIVE. WHEN THE INSPECTION IS COMPLETED, AND THE AREA IS IN SATISFACTORY CONDITION, THEN, AND ONLY THEN, WILL THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT RE -ACCEPT THE AREA IN WRITING. 7. THE CONTRACTOR SHALL PROPERLY AND COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM. 8. THE CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN SUFFICIENT QUANTITIES AND ADJUST WATER APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS. 9. (3) THREE WEEKS PRIOR TO THE CONCLUSION OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL CONTACT THE CTYS REPRESENTATIVE TO PERFORM A FINAL INSPECTION OF WORK. ANY REMOVED PLANTS NOT IN SATISFACTORY AND HEALTHY CONDITION FROM THE SITE SHALL BE REPLACED WITH MATERIAL OF LIKE KIND AND SIZE AND IN A MANNER SPECIFIED FOR ORIGINAL PLANTING. IF THE REPLACEMENT PLANTS DO NOT REPRESENT A SIMILAR FOLIAGE REPRESENTATION OF THE ORIGINAL PLANTED MATERIAL, THE CONTRACTOR SHALL REPLACE PLANTS WITH NEXT AVAILABLE UP-SIZED CONTAINER. ALL GROUND COVER SHALL HAVE A TWELVE (12") INCH CLEARING FROM ALL STRUCTURES INCLUDING BUT NOT LIMITED TO: SIDEWALK AREAS, WALLS, FENCES, MOW CURBS, VALVE BOXES, TREE BASES, SHRUBS, ETC. 10. BEFORE THE START OF THE MAINTENANCE PERIOD. THE CONTRACTOR SHALL PREPARE AND SUBMIT ON A (NEW) SET OF BLUE UNE PRINTS AN "AS BUILT" DRAWING. THE DRAWINGS SHALL INCLUDE ALL DEVIATIONS FROM THE ORIGINAL BID 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 AND CATALOG NUMBERS. ALSO, A SET OF 11 X17 LAMINATED, SPIRAL BOUND "AS BUILT" WITH HIGHLIGHTED COLOR CODED IRRIGATION REFERENCE CHART AND SCHEDULE, KEYS TO THE CONTROLLER, AND TWO QUICK COUPLER VALVE KEYS WITH GATE VALVE HOSE BIG 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 ENGINEER. 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 SOLS 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 SOLS CONDITIONS ARE NORMALTHE CONTRACTOR SHALL THEN BE RESPONSIBLE FOR SUBMITTING TO AN INDEPENDENT SOLS ANALYSIS LABORATORY, APPROVED BY CYTY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT, A COMPOSITE SOL SAMPLE FOR AGRICULTURAL SOLS TESTING AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION AND SHALL FOLLOW SAID RECOMMENDATIONS. A MINIMUM OF TWO (2) SOL SAMPLES SHALL BE SUBMITTED TO APPROVED LABORATORY. PRIOR M LANDSCAPE AND IRRIGATION CONSTRUCTION COMMENCEMENT, THE CONTRACTOR SHALL OBTAIN SOLS PREPARATION RECOMMENDATIONS FROM A LICENSED SOLS ENGINEER AND DELIVER IT TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT FOR APPROVAL 8. CONTRACTOR SHALL ALSO SUBMIT A SEPARATE COMPOSITE SOL SAMPLE ALONG WITH A MAP OF SOL SAMPLE LOCATION AND A UST OF PLANT MATERIALS TO LAB, IF PLANTING IS PROPOSED WHERE ASPHALT PAVING SHALL BE REMOVED, AN ADDITIONAL SAMPLE SHALL BE TESTED FOR SOL STERILANTS. SHOULD THE SOL BE FOUND STERILE, CONTRACTOR SHALL FOLLOW LABORATORY'S RECOMMENDATIONS FOR DEALING WITH SAID SOL, WHICH MAY INCLUDE REMOVAL AND DISPOSAL OF SOL TO A SPECIFIED DEPTH A NO IMPORTING FERTILE TOPSOIL 9. CONTRACTOR SHALL SUBMIT COPY OF SOILS ANALYSIS AND RECOMMENDATIONS M 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 INFESTATi S 12. CITY OF BAKERSFIELD RECREA71ON AND PARKS DEPARTMENT RESERVES THE RIGHT TO I REJECT ANY PLANT MATERIAL NOT UP TO PAR WITH CITY OF BAKERSFIELD STANDARDS AT THE TiME OF OBSERVATION OF DELIVERY AND INSTALLATION. CITY OF BAKERSFI RECREATION AND PARKS DEPARTMENT MAY INSPECT THE ROOTBALL OF AT LEAST ( ) PLANTS AND NO MORE THAN 2% OF THE PLANT MATERIAL TO DETERMINE ROOT CONDITION OF PLANTS. 13. PLANTS PLANTED IN A ROW SHALL BE MATCHED IN FORM. 14. ALL STREET TREES TO BE STANDARD FORM AND PLANTED A MINIMUM OF 6'-0" FROM ALL CURBS AND CONCRETE. 15. STREET TREES SHALL NOT BE LOCATED CLOSER THAN 10'-0" FROM ANY DRIVEWAY, WASTEWATER LATERAL, UTILITY POLE, BOX OR VAULT OR FIRE HYDRANT AND 30' -0 - FROM STREET UGIT 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. 111 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 VVERE 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 SHAD_ 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 ,UST 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 AREAS SHALL HAVE A MINIMUM OF 3" DEEP OF SHREDDED BARK MULCH IN ALL PLANTING BEDS, DISTURBED EXISTING BEDS UPON COMPLETION OF EACH PLANTING AREA, UNLESS OTHERWISE SPECIFIED ON PLANS. 29. CONTRACTOR SHALL PROVIDE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT WITH SAMPLES AND/OR PRODUCT LITERATURE FOR REVIEW AND APPROVAL OF THE FOLLOWING: A. MULCH: Y," TO 1" REDWOOD BARK CHIPS SUPPLIED FORM A FRESH WATER MILL MULCH SHALL BE UNIFORM IN COLOR AND FREE FROM WEEDS, SAWDUST, SEEDS, AND SPLINTERS. ANY DYED PRODUCT WILL NOT BE ACCEPTED. B. TREE STAKES: 2' DIAMETER X 10' LENGTH ROUGH SAWN PRESSURE TREATED LODGE POLE PINE. FREE OF KNOTS, HOFS, CROSS GRAIN, OR OTHER DEFECTS. MINIMUM TWO (2) PER TREE UNLESS OTHERWISE NOTED ON PLAN. C. TiES: TREE SUPPORT VIT OR APPROVED EQUAL. MINIMUM (4) PER TREE. D. PRE -EMERGENT HERBICIDE: FOR ALL ON -GRADE GROUND COVER AND SHRUB AREAS, PROVIDE "SURFLAN A.S." AS MANUFACTURED BY ELANCO PRODUCTS, NO ACCEPTABLE SUBTiTUTiONS. APPLY AS PER MANUFACTURER'S INSTRUCTIONS. E. ROOT CONTROL BARRIERS: "DEEP ROOT CONTROL BARRIER", STOCK NUMBER U824-2 AS MANUFACTURED BY DEEP ROOT CORP, OR APPROVED EQUAL 1.5 -71.1 lu I� ul 0 Z Q J of O ro M F- rn -<� O w -d- Z w0 I <-1 uj w U 00 3 a w ro o m N En w Y < m �mZ r .� W _j z Lu FA- WQ U) O �=O CL z V °!f J c H Y r coAMIN H oc ti O W o� V inW QCL Z z ad I- Vf z W Q = Q W a CC � w � W J IXo 0 m 6 U Z 0 O M Vr � .� W _j z Lu FA- WQ z O �=O CL z V °!f J c H Y r coAMIN H oc ti O W W V inW QCL Z z ad I- U P z W Q = Q W a CC � a~ � W J 0 NOTES: 1. PIPING, VALVES, ETC. SHOWN WITHIN PAVEDAREAS ROAD ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE BINSTALLED IN PLANTING AREAS WHERE POSSIBLE. 2. DRIP EMITTERS SET BACK 24" OFF HARDSCAPE. 11+00 12+00 13 +00 - - -- - - - - - -- -----------I PULL EXTRA CONTROL WIRES (40 -BLACK, 40 -RED) & ONE COMMON WIRE FOR FUTURE IRRIGATION. LABEL INSTALL EZ-FLO AND INSTALL IN JUMBO VALVE BOX. INSTALL GATE VALVE. Al A2 FERTILIZER INJECTOR A3 2" 1" 17 1" 11 1�■ �" 2" 2", 18 2" 2" _ __________ __________________ __0(ll QC�_______ 4 IT °V0 1" BEGIN CONSTRUCTION _ � L'�4 1•� __.,- __ ._.-� t" 1" ,/ jam. #" _ PHASE 1 DRILL ISLAND BERKSHIRE ROAD ■ 16+00 _-__ _.--- - I_____-- _ __ _-- _.- .__.-.- -- -.._- -- 17+� 00 -__ - - - -._- __ -__.__ ._ .-.___-- -- ._ _.__.._._ .-----___._ _ ._- - -I- - -- -- 18+00 = 1 NOTES: 1. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS 0 1 AS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. LLI 1 2" 1" 20 2" 2. DRIP EMITTERS SET BACK 24" OFF HARDSCAPE. m_mi__�i.�-_Ill� w1. m O LTJ ■� Lo l t t _ = +_ aQ 1 PHASE 1 U) ■ 5 HMROZONE TABLE HYDRO ZONE OR HYDROZONE AREA OF ETAF (PF/IE) AREA OF ZONE VALVE WATER HYDROZONE X OF TOTAL LS AREA HYDROZONE 0.37 5,680 SQ. FT. USE COVERAGE 2) RAISED PLANTERS COVERAGE A Al -A3; 1 5,680 SQ. FT. 96% 1.92 ETWU = (ET)(0.62)(ETAF X LANDSCAPE AREA) . As -AS 5,895 SQ. FT. 2,187 ASV-LFV-075 VALVE NTH 3/4" PR RBY FILTER. ETWU TOTAL B A4 -A5 2 215 SQ. FT. 4% 0.08 © 5,895 SQ. FT. 100% LS AREA 1.10 HYDROZONE HIGH WATER USE: 3 MODERATE WATER USE: 2 LOW WATER USE 1 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. 6 1 3'4 7 VALVE ID CHART: CONTROLLER ® TREES A2 A7 1" 11 1" 17 FA -1-1 A31FA-4CFA-5-1 MASSHRUBS DRIP " " A 1 VALVE ID CHART NUMBER VALVE SIZE 1" 10 GALLONS PER MINUTE WATER EFFICIENT LANDSCAPE WORKSHEET REFERENCE EVAPOTRANSPIRATION (ETA,) BAKERSFIELD = 52.4 HYDROZONE# /PLANTING DESCRIPTION PLANT F (PF) IRRIGATION METHOD IRRIGATION EFFICIENCY (IE) ETAF (PF/IE) LANDSCAPE AREA ETAF X LS AREA ESTIMATED TOTAL WATER USE (ETWU) 1) STREETSCAPE SHRUBS 0.3 DRIP 0.81 0.37 5,680 SQ. FT. 2,101 68,258 GAL 2) RAISED PLANTERS 0.3 SPRAY 0.75 0.40 215 SQ. FT. 86 4,678 GAL ETWU = (ET)(0.62)(ETAF X LANDSCAPE AREA) . TOTALS 5,895 SQ. FT. 2,187 ASV-LFV-075 VALVE NTH 3/4" PR RBY FILTER. ETWU TOTAL 71,051 GAL MAWA 86,183 GAL ETWU = (52.4 INCHES)(0.62)(2,187)=71.051 GALLONS PER YEAR MAWA = (ETa)(0.62)(ETAF X LANDSCAPE AREA) MAWA = (52.4 INCHES)(0.62)(0.45 X 5,895) =86.183 GALLONS PER YEAR ETWU - ESTIMATED TOTAL WATER USE MAWA - MAXIMUM APPLIED WATER ALLOWANCE PF - PLANT FACTOR FROM WUCOLS ETAF - EVAPOTRANSPIRATION ADJUSTMENT FACTOR IE - IRRIGATION EFFICIENCY (0.75 FOR OVERHEAD SPRAY AND 0.81 FOR DRIP SYSTEM.) THE ETWU IS LESS THAN MAWA. THE WATER BUDGET COMPLIES WITH THE MAWA. ETAF CALCULATIONS TOTAL ETAF X AREA 2,187 TOTAL AREA 5,895 SQ. FT. AVERAGE ETAF 0.38 AVERAGE ETAF FOR REGULAR LANDSCAPE AREAS MUST BE 0.45 OR BELOW FOR NON-RESIDENTIAL AREAS. SEE INSET 1, THIS MEET FOR RAISED PLANTER IRRIGATION 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. 14+00 KEY QTY MANUFACTURER MODEL DESCRIPTIONS/REMARKS SIZE PATTERN PSI GPM RAD. AUTOMATIC CONTROL VALVES WITH I.D. TAGS (SEE DETAIL L, SHEET L-6 & DETAIL L6, 56 6 RAINBIRD 100-PEB SHEET L-5). INSTALL A SCH. 80 PVC UNION (SPEARS # 897 SERIES) & BALL VALVE tr 30 0.50 - INSTALL TWO BUBBLERS PER TREE, TYP. (SPEARS #2122 SERIES) THE SAME SIZE AS VALVE 0 EACH VALVE LOCATION. ® 2 RAINBIRD XCZ-075-PRF ASV-LFV-075 VALVE NTH 3/4" PR RBY FILTER. 3/4" oU) M4 SEE PLAN & DETAIL J. SHEET L-6. i FLOW = 0.2-5 GPM. SEE DETAIL S. SHEET L-6. 1 © 1 RAINBIRD 200-PEB ION MASTER CONTROL VALVE, NORMALLY CLOSED. MASTER VALVE WIRES TO IRRIGATION 2' c � Is W/ SOLADA BE INSTALLED IN A 1 1/2" SCHEDULE 40 CONDUIT TO THE CONTROLLER. PCN BUBBLER BUBBLER PCN -25 TRICKLE 30 1 1/2" FLOW SENSOR. INSTALL PER MANUFACTURER'S SPECIFICATIONS. - ® 1 RAINBIRD FS150P FLOW SENSOR WIRES TO BE INSTALLED IN A 1 1/2" SCHEDULE 40 CONDUIT TO THE 1 1/2" 1 - 0 2 � CONTROLLER. OPERATING FLOW RANGE FOR FS150P IS 5 - 100 GPM. �i._______________________r 1 BADGER 2' M-170 CONTRACTOR SHALL FURNISH AND INSTALL 2" WATER METER AS THE IRRIGATION 2' 90' 30 RECORDALL 0-13' POINT OF CONNECTION. (OPERATING FLOW RANGE 2-170 GPM) & MISTERS SERIES WATER METER SCALL rr10' ESP-48LXMEF FURNISH, GROUND AND INSTALL PER MANUFACTURER'S INSTRUCTIONS (1) 12 -STATION 12 RAIN BIRD XERI-SPRAYS XS -180 XERI-SPRAY WITH CONTROLLER WITH IQ -NCC CARTRIDGE - SPEC # RB9104602B, RAIN SENSOR W/ 30 0.2 0-13' ON 24' POLYfLEX RISER. MODEL IQ-NCC-RB91046028 VANDAL GUARD - SPEC # KCPLXME-RG (AVAILABLE 0 KERN TURF SUPPLY), FLOW & MISTERS SERIES DA 1 RAINBIRD CARTRIDDE; SMART MODULE; {1) KCPCSA-12 BOARD & GROUNDING ROD IN (1) VIT-TL S822SS 4s STA. PFR/FRA 24. SEE DETAIL R, SHEET L-6. RAIN SENSOR CONTROLLER ENCLOSURE (SEE DETAIL L-7, SHEET L-5 & DETAIL F. SHEET L-6). #KCPLXME-RG, CONTRACTOR SHALL FURNISH 110 VOLT ELECTRICAL POWER ACCESS TO THIS LOCATION az FLOW SMART MODULE AND ACTIVATE CONTROLLER (SEE PLAN). STRONG BOX SBBC-45SS FURNISH AND INSTALL 2" BACK FLOW PREVENTER WITH STRONG BOX SBBC-45SS Z 0 ® 1 FEBCO 825Y BACKFLOW ENCLOSURE AND THERMAL BLANKET VIT P B-75HP PER MANUFACTURER'S 2" 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). 5 APOLLO 122T 122T APOLLO UNE SZE BRASS GATE VALVE FOR ON/OFF CONTROL UNE SIZE Q 5 RAINBIRD 44 LRC/TSJ-18" QUICK COUPLER VALVE WITH TSJ-18". INSTALL IN AMETEK 10" ROUND VALVE BOX (TYP). NO SYMBOL 1 EZ-FLO EZ010-HC 10 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN 36"X24"X24" VALVE BOX - IRRIGATION SOJD COPPER CONTROL WIRE DIRECT BURIAL (U.L APPROVED) � #14 AWG CONTROL WIRES, #12 AWG COMMON WIRE, ROUTE WITH MAINLINE COLOR OF WIRES TO BE AS FOLLOW: M NO COMMON WIRE - WHITE SYMBOL - AS APPROVED - CONTROL WIRE - BLACK SPARE WIRE - RED _ MASTER VALVE WIRE - BLUE FLOW SENSOR - PAIGE IRRIGATION SPECIP7162D-A-REV 8 UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 AWG/l PAIR NO _ 3M - DBR/Y-6 WIRE CONNECTORS, USE FOR ALL WIRE CONNECTIONS - SYMBOL APPLIED 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, SHEET L-5 SEE PLAN PVC PIPE SCH. 40 PVC IRRIGATION LATERAL - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L-5 SEE PLAN PVC PIPE SCH. 40 PVC IRRIGATION SLEEVE - SEE IRRIGATION NOTES NO. 6 AND 7, SHEET L-5 SEE PLAN 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 GPM RAD. REMARKS 56 RAIN BI RD 1400 SERIES RWS WATERING 1402 BUBBLER 30 0.50 - INSTALL TWO BUBBLERS PER TREE, TYP. = A5 W/ RWSOCK BG -02 O ILLI E 3'4r V4" 1.440, Q oU) M4 SEE PLAN & DETAIL J. SHEET L-6. i V 1 'L U SYSTEM = Q TRACT WALL W c � Is 290 RAINBIR D 1804 SAM PRS POP-UP/W PCN BUBBLER BUBBLER PCN -25 TRICKLE 30 0.25 - INSTALL ONE BUBBLER PER SHRUB, TYP. SEE DETAIL Q, SHEET L-6. 0 U HUNTER PCB BUBBLER NOZZLES NOZZLE 1 - 0 2 � �i._______________________r 4 RAIN BIRD XERI-SPRAYS 1M XS -090 XERI-SPRAY XS -090 90' 30 0.1 0-13' ON 24' POLYFLEX RISER, MODEL. & MISTERS SERIES SCALL rr10' PFR/FRA 24. SEE DETAIL R, SHEET L-6. 12 RAIN BIRD XERI-SPRAYS XS -180 XERI-SPRAY XS -180 180' 30 0.2 0-13' ON 24' POLYfLEX RISER. MODEL ® & MISTERS SERIES PFR/FRA 24. SEE DETAIL R, SHEET L-6. 1. INSTALL TREE BUBBLERS WITHIN SPECIFIED WATERING BASIN IN TURF AND GROUND COVER AREAS. Z 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 15+00 1. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 2. DRIP EMITTERS SET BACK 24" OFF HARDSCAPE. 1A6 2" „ A ' CONTRACTOR SHALL FURNISH AND INSTALL 110V POWER TO THE ELECTRICAL METER PEDESTAL AND a IRRIGATION CONTROLLER AT THIS APPROXIMATE LOCATION AND ACTIVATE. LOCATE IRRIGATION EQUIPMENT IN PLANTING AREA SEE INSET 2, THIS SHEET FOR RAISED PLANTER IRRIGATION 2 2" 1 . 110. :,_ t- 1. PHASE 1 r � ( 1 � 1 a LLJ Q Z = ~ Q a �o�Z 2"�Ir MAIN UNE ; i = A5 a�cr ~ O ILLI E 3'4r V4" 1.440, Q oU) M4 i V 1 'L U W = Q TRACT WALL W c � a� DRILL § , ' ISLAND J 0 U 1 - 0 2 � �i._______________________r ` INSET 1 SCALB r -V CROSS OVER SLEEVE SCHEDULE CONTRACTOR SHALL FURNISH AND INSTALL THE FOLLOWING IRRIGATION SLEEVES: (SEE IRRIGATION NOTE NO. 7, SHEET L-5) SCHEDULE 40 PVC SLEEVES: O (1) 4" (FOR MAINLINE) (1) 2" (FOR CONTROL WIRES) 3 ■ 1 ILL- J lo, --�W co 3'ir ■ U) Z U) IJ0) 1=`o U� IQ� ■ m cn NOTES: IRRIGATION SYSTEM IS DESIGNED FOR 65 PSI 0 POINT OF CONNECTION. ASSUMED OPERATING PRESSURE = 30 PSI MAXIMUM 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. REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-5 FOR GENERAL RECORD DRAVVING NOTE REFER TO SHEET L-5 FOR IRRIGATION NOTES REFER TO SHEETS L-5 & L-6 FOR IRRIGATION DETAILS REFER TO SHEET L-7 FOR SPECIFICATIONS SCALE: 1 " = 20' 20 10 O 20 40 tn u �Z ( 1 4 J co a LLJ Q Z = ~ Q a �o�Z 2"�Ir MAIN UNE ; i = A5 a�cr ~ O ILLI E 3'4r V4" 1.440, Q oU) i V 1 'L U W = Q to W c � a� § , TRACT WALL J 0 U -- - 0 2 ` I __________r INSET 2 SCALL rr10' NOTES: IRRIGATION SYSTEM IS DESIGNED FOR 65 PSI 0 POINT OF CONNECTION. ASSUMED OPERATING PRESSURE = 30 PSI MAXIMUM 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. REFER TO SHEET L-1 FOR GENERAL NOTES REFER TO SHEET L-5 FOR GENERAL RECORD DRAVVING NOTE REFER TO SHEET L-5 FOR IRRIGATION NOTES REFER TO SHEETS L-5 & L-6 FOR IRRIGATION DETAILS REFER TO SHEET L-7 FOR SPECIFICATIONS SCALE: 1 " = 20' 20 10 O 20 40 tn u �Z a W 4 J co a LLJ Q Z = ~ Q a �o�Z z a�cr ~ O ILLI V Q oU) ed Z cai 'L U W = Q to W c � a� § J 0 U wo m 0 ci Ui w az Z 0 ca � M Vr co W 4 J co a LLJ Q Z = ~ Q a �o�Z z a�cr ~ O ILLI V Q mQa- ed Z cai 'L U W = Q CE c � a� § J 0 U W W 1 NOTES: - -� L MBI MOMMS MOM ROAOMNYS OR Mf OW WW WACL;, N 14 6AMf6E UL. 9MN6LE WRM P LO m Oft MOO ALD ALL i9.EMICAL WM AID M TER LIES SIAL BE NSTALLW 25' 3 BMW AT MO' (saw 10170WAL.S AD RAM REAR TME 10.16rA1 OW N A SGMEDIMLE 40 WIG SLEEVE. SLAVE SWA1. BE 2 I WXA" MMam AT THE 5 OOLm PO9TM10K TIMES DLVAM OF WNPUiT / RM16. ALL tLWWIUIL COM SEE ERY STMDMMDS OW L-2. SFWL MAVE P HK DIA. FOR 110 VOLTS AMD 2' Mit DIAD FOR LOM � VOLTAGE. HE 6MTY STA DAMDS OWL. A, PETAL K - 2 "M THE RAWW KW4M MMIGATNON 9Y8 W IS ==I:I u1cE 1abeAt�tdn�1 vwmwl THE MAXKOM GABLE MR NOT "m NMO 60NTAGT Al TME f GMLtOGK MwR.S 16Mt 74E MMI MITE! T►E "m StJPP1.Y OR VALVE MN IN Alum TIE HA%:• POnmou MAADMM AID TAP® AT 6 LOM 6Mf IE Mt THt MAN LME AT A 4 OUM F05iIM �7 3 P mom TLAR OIL LME LS NOT&= PER Tommm UVAA MW AT M 3 oiam Pnemat OS (02W NOWMAL AMD VBtfffJll SIPARAVOK GOMIMOL VA.VM 0ZWMW TO G8L MW MEM MDMIE TWW 4 ALL WIG SMVER (IM,LEf 9 VU N #TI L>'RIW 5 � MAIN LINE INIMM ON WM LME O LYJ. ti.� K16T MSE ABLE TMD INFL MCE VALVE MRNAM' GUM W S. LiYtMME AW PFJMTION I MIOVE1M151 MMITHM 1W INM16A110N L.RiES OR HOME BOX, DW"IW SiM RM -OF -HAY MAY RbQJpiE AN" S ANY AAD ALL QWNES PROM THS STMDM P SMALL N MtMi uTY e+GIEB!!Ns DEPARMR ur ao�Io rias elrAce FORS, 4, ALL NRMMITMON N$TALLATMOM SHALL IME N AWMANGL' NO 6. MW OM SINE, WF5 AHE RNU Mffi TO (WALL VATLIQIS �. UTY STMDAlD,A THE LATE9f APFROVEO BDt m OF TME LIIFORM 106ATMdMN LIE5 AMOOOR MIRES, ALL 91RRf PAMM MRNM MAHM WM MIAIIIIAGllfM 115COFM 30MMON9M 9EG1I014 TME aw RI6Nf-a;-mY SHALL BE N ALCgM *W MRN 6mr 20 OF TME STAMDMGD WIXIMYl:A'MIOMA AND A6 VIM= IW TME STANMV ST -12 OR AS DIIhGW BY THE Off BOOM *lilt :i 1. ALL MMATk* LATMAL LUES SHALL N UA66 200 PY,. 11A. MEAo3 b IF A LATERAL LME 5 LOGATID Wa A WjV SURFACE, t 561101.E 40 PVC 0 RES MMD: .ftvt I, Mr AND ALL * WGtS SWILL BE APPROM BY TIE lWWAITON & IM TM M IS A &WISE N Fil l OPEO 1 R ALLI MATiON Tw 16103 AD PARKS DIMOM PNOR TO PIVD WAT•MpL HAM LNE9 LM M WN 2060IMI N MOM NFMe56MM A tllemm REPRODUCIBLE AS -BUILT DRAWINGS TO THE CITY OF BAKERSFiELD RECREATION Low 94ALL BE swjl9D MRN r.O11CRETE 1"m 2=5 N MALI AL60 0A16E M111 WIRFAGTLMMES 14CO "9VATMON MD FON SPBGM 00M MOM 54 ttfMANMTY, MIWIRA=M9R3 AS DIMEGTED W Tit MEUMEATION AND PAM VMTOK AID M WWM4 U IMMNMEMQMM9a SM OW STAIDA10 SW L3 FOR MHRLST BLOCK OETA L CITY OF BAKERSFIELD 4. ALL IN VATIM MAII.II:9 2A' M5ONW M DMMCU AW LAID R,�A LINE LCS6 SiIALL BE 9fAEDLLE 40 PWG. IRRif ATION MAN.tMS 6RGAiBt �:.s �:,J DETAILS FOR REMOTE CONTROL VALVES IMAM 20 00AW N IMMER SMALL MSE WE WG 50WU 40 OR r NTROM® Edit Of THE RMAEAMI AMD PARKS OIt!'OM 18. QUANTITIES FOR IRRIGATION EQUIPMENT AND COMPONENTS APPEAR IN THE 10 AK AMD ALL QW015 WALL W APPROVED BY TRE RIMAY NWOW LEGEND FOR CITY OF BAKERSFIELD USE. BIDDING CONTRACTOR SHALL NOTE THAT AND PAP03 PWIOR PRLOR TO if L194WATICK 11=1Ii II=11 R ALL WMAT01 NSTALiATMON SMALL BE IN AC40RD MZ •.11-1! r _ FOR LARK 61IY 9TAWALtD5,1tE LATEST APRtOVED EDITION OF THE wrow TlwwAft LAACMPMLL AID tAlDACT A"AM Til GOY 5UMDAlD LMlRfG RCODEC MANPAGTM#=5 iW*" WATIM 5E6TTOM x e. CALTM�AI6 2D OF'ME STANDMm SP[S6 MATH MD AS DIlBGTBD BY TMETOR SUMM a TMG 1w At RE6RE/ITPON AMD PAP" DIECTOR TMAE MEAC6 S A5 MGT®MTC TIE I2 ALLMIATI'SEAL. m 9 wL BE Tor my PREF PROM MiEM'EGTMONS. M mum � � ALD PAMICS 0 SLY NVOOM£'D WDSGAPE AND 11IRMT1011 FLAME AND LUM LATMiM1 20. CONTRACTOR SHALL PROVIDE do INSTALL A SCH. 80 PVC UNION do BALL FOR SPEfrPiG MODE NIL}19t OUAMfrtY, FMMLA°AGILRE; ih PLACE WMAIM C4M MA AND P! RFOIbY1MLCE PtAcilxiNt60MM mm MINES MSYt TIE THAN MP M 14. NO OM 60KW OR FM MAY BE ALOMIED TEAR TN: MTAN LJfE p111 � AL4 WIN NMtMMT1ATMON MM OR f.ONIROL. LTE 716" AT � 4 CAclouc LtXATE MM1Ip AT TIE FlGOm011 3 oICLiGGMc MWiOTOH �: J -TIDE L,�tdES CITY OF BAKERSFIELD REVISIONS DETAILS FOR PIPING, TRENCHING, AND BACKFILL STANDARD U PLAN NO. Uff __Z_ OF _ 14 L-2 Ai7ROVED RCExx= DATE �����!t ��rtr�u��■ r`�I�I�/ 1 A I• PLAN NO. sHT-6_ of _L4 APPROVED RCExxXxx DATE L-6 V 1N0TE5: S ALL MRAIB:ATMOB WWftL Hft (CONTROL AND 60M�M S%L BM=r1MITIQ� Vs1 Rr N 14 6AMf6E UL. 9MN6LE WRM P LO m Oft MOO ALD iN GONI7IAT. PVC. LONG 'SlEE' ELL. - BMW AT MO' (saw 10170WAL.S AD RAM REAR TME Nb I WXA" MMam AT THE 5 OOLm PO9TM10K (STF410 130X BY VIT PROMTSJ SEE ERY STMDMMDS OW L-2. L WE 19UM ON ALL 11MF+ADEp JOMM5: b. ALL MR GM015 Ii0K5 SWt BE MMTFJtPROOF AW APPROVED fREff 87 THE WMIM AND PAM uIIEGTOR 5PLM O MILL NOT 3. ALL N PRZ SWILL BE SIM U 80 PIG. ALL FM1M N BE ALLAMED KIS AM440 Bfl BY TiE WMAT10MM AMD $PALL EE 96NMU 40 PWG. PAN* DItCTOR THE APPROME3 $ UOS MMU. iMBGN1IMH TIE 6Nf-0P-ANY Lk! USE OF A SPLIM BOX. 9 ALL I$tIGATMON COMM VALVES SIALL BE MACID N A RAM �7 PRIGATMON CORM41. VALVE BOIL MMM VALVE O TA& TIE TROP OF 7 KANBAN 20 1064 919WATMOMM B WaV OMME THE VALVE WX SKLL aE 20' 40W PJ MON PROW GRADES N Wr GOMIMOL VA.VM 0ZWMW TO G8L MW MEM MDMIE TWW AMD 20 iSa W ABOVE RIM GRAVE N FLAMER AREA Tit ME VA VE 6 IMAM N TME SME WATMOK PLAOM FOLLOMNg VALVE BODES AND LiPS OR MPROM SOCIAL K16T MSE ABLE TMD INFL MCE VALVE MRNAM' GUM W AN MW ACWTABLE ANY DPH WN FOR TME A66LMW WN S' INM16A110N L.RiES OR HOME BOX, NO LDS 151501 MST BE MPROMID MST' THE RMAEAMM N AND PARKS S ANY AAD ALL QWNES PROM THS STMDM P SMALL N DIREGTm A WERE MMDM04 LOCATE YALVE'S N THE PLJ1 U AREAE: 90*" VALVES, MDs FW 901tM 14*)W 4, ALL NRMMITMON N$TALLATMOM SHALL IME N AWMANGL' NO 0.010 WAYW VALVE 009 MM DOLT 00MI1 W#Wt UTY STMDAlD,A THE LATE9f APFROVEO BDt m OF TME LIIFORM Lv4K GOMA'Ll L NDS PNO sm"s MO' ROOAD MAHM WM MIAIIIIAGllfM 115COFM 30MMON9M 9EG1I014 G ONWATM VALVE WX HM BOLT DOW G41 m 20 OF TME STAMDMGD WIXIMYl:A'MIOMA AND A6 VIM= IW TME REPRESENTATIVE PRIOR TO PLACING THE COMPONENT. WMATLON AND PARKS DNWO R PINE FULL 00X, ADS Mo Gotm wxw .N"W MECMEATION AMD PAM VFW= W= MEIDMMATiOK NNOTAN6U.AR VALVE MW MMTiM DMT vom eovMBC 10 ALL PRIMP S OW SIALL BE WX AND MMCF PNOM DB'19GM 4. NSTALLATIOML OF EXTRA NRI604N c4W M. MRE PI10M I, Mr AND ALL * WGtS SWILL BE APPROM BY TIE lWWAITON IRNBAT10N CONMROL a.O% TO FEWM CONTROL VALVE B AD PARKS DIMOM PNOR TO PIVD WAT•MpL PMW FOR EACH MWLM=OLO MME OF VALVW EXTRA REPRODUCIBLE AS -BUILT DRAWINGS TO THE CITY OF BAKERSFiELD RECREATION NNE DW.I. LE A DIPM 0160L.OR 101 THE OW MW TO M SES APPROVES LAM MAFEA AARNB 701 MUM AD LEGBDS OPERATE VALVEL (Ott GOLOR FOR ALL VALVE Mibi 4 GME COLCMt FON SPBGM 00M MOM 54 ttfMANMTY, MIWIRA=M9R3 FGR ALL E9f1RA MIt5J AID M WWM4 U IMMNMEMQMM9a NOTED. ALL ELECTRICAL CONDUITS SHALL HAVE 1" MIN. DIA FOR 110 VOLTS AND CITY OF BAKERSFIELD REVISIONS Siff _L_ OF __lL _ `//,• ` .� \�/��i\// DETAILS FOR REMOTE CONTROL VALVES APPROVED RCEX)O= �- DATE r PLAN NO. sHT-6_ of _L4 APPROVED RCExxXxx DATE L-6 V 1N0TE5: L NO OM" MAW" OR Mr OW MMRD SWAM ALL EM"WA. MRN~ MD MATER LIES 91ALL BE #WALLW 2S' (01W DIS! N A WOU.E 40 P9 MEM SIM STALL. OE 2 IM OWtM OF COMDMtf / PFNS ALL M15MIGAL 6OIDUT SWILL LIVE r HK DIAD FOR NO VOLTS AW Y HK DIA POR LORI VOLTAGE. 2. alM SM MW 10 MW MOD NADR56APE ON ALL. EDS 3 !4RDV94wm MNMI THE Dev"YED slpmT Rim-orMAY MAY RESWE AN OM SIPM MEW. CHEEK MIN afT BOOM* OWARiMM W FOR 16204MMTS• 4.N OFBM STRUT COWS ARE 1452 EDV MIALLVARIpIMS IRI MMION LJiES NV= NA ALL 9WRT PATUMi5 MITfMJ TME env 6iGiR-0FLINT cum L = N A6,0 A_tuN MTIM GTY STAM9AR0 9T -C3 oR AS aMffiG,ID Ix LME 6Mn E1GN�Mt E ANY MD ALL U N6NS SMALL BE PPMVM or TfE 1>BGflEIAT10N :1 AW FAM OM:ECiTOR R=IO b4%8WATMOK L ALL MMTRM6AL WAILATMOIM SHALL It N A"0VAICA MTM 6MTY 5TADARK M WAIT "ft MCC t4N0AT1pN5 SECTION 20 OF TIE STANDARD BW%ATM i10 AS OW7W BY THE WREATMON AW PAM VWWOK % ALL MAT!' & OW SHIM BE NIN AW FM PROM ffBU IMOKS. b ALL IMIMK,AL IWALLATIONS MM41 PARKS OR PARKMLAYS SHALL IE IMSPE6TED 9Y PAZ WDRKS RE1NCr1t. SLPEtVISOR 4• No 0TM6t c vx OR Pp1MS MAY BE ALLow MR1M18.EGTM & OR GONMROL LTE 1MENCK 4AT t DE CITY OF BAKERSFIELD DETAILS FOR ELECTRICAL CONDUIT TRENCHING, SLEEVING, AND BACKFILL s ff _3__. OF --A A.VRWVED r 4t.♦ 1 E t RNP::�:t iI 6.0 ((ozw IlLAU pA7li REVISIONS I PLAN NO. L-3 TO MGO OROL• 51UE V 'N 1) sum VALVES. iN GONI7IAT. PVC. LONG 'SlEE' ELL. - FiRONT YIEhI SIZE AS R6(a1INRE D. MOOM SS -2256 ,.• .t (STF410 130X BY VIT PROMTSJ AFFNOMCO WAL W TME M02MArAN AW PAM DIRNC X OR APPROVED6(:IK MtOADIiAYlIMARDSGAPE fREff o SIM OW-OP40AY OILY 2 WNS1NLGT OF 050 *1 WA CLASS TIS' GON AEME SLAB AS M' (0.4ffW W&P Off" W TO RKRIVE IM POSTAL MOVIES WIDATiON 0NMMOL 6Nf-0P-ANY Lk! comes i FIPMG THE STM MW 9 I5WATLONA AMD AS DNEGW IWTLE �7 L NO OM" MAW" OR Mr OW MMRD SWAM ALL EM"WA. MRN~ MD MATER LIES 91ALL BE #WALLW 2S' (01W DIS! N A WOU.E 40 P9 MEM SIM STALL. OE 2 IM OWtM OF COMDMtf / PFNS ALL M15MIGAL 6OIDUT SWILL LIVE r HK DIAD FOR NO VOLTS AW Y HK DIA POR LORI VOLTAGE. 2. alM SM MW 10 MW MOD NADR56APE ON ALL. EDS 3 !4RDV94wm MNMI THE Dev"YED slpmT Rim-orMAY MAY RESWE AN OM SIPM MEW. CHEEK MIN afT BOOM* OWARiMM W FOR 16204MMTS• 4.N OFBM STRUT COWS ARE 1452 EDV MIALLVARIpIMS IRI MMION LJiES NV= NA ALL 9WRT PATUMi5 MITfMJ TME env 6iGiR-0FLINT cum L = N A6,0 A_tuN MTIM GTY STAM9AR0 9T -C3 oR AS aMffiG,ID Ix LME 6Mn E1GN�Mt E ANY MD ALL U N6NS SMALL BE PPMVM or TfE 1>BGflEIAT10N :1 AW FAM OM:ECiTOR R=IO b4%8WATMOK L ALL MMTRM6AL WAILATMOIM SHALL It N A"0VAICA MTM 6MTY 5TADARK M WAIT "ft MCC t4N0AT1pN5 SECTION 20 OF TIE STANDARD BW%ATM i10 AS OW7W BY THE WREATMON AW PAM VWWOK % ALL MAT!' & OW SHIM BE NIN AW FM PROM ffBU IMOKS. b ALL IMIMK,AL IWALLATIONS MM41 PARKS OR PARKMLAYS SHALL IE IMSPE6TED 9Y PAZ WDRKS RE1NCr1t. SLPEtVISOR 4• No 0TM6t c vx OR Pp1MS MAY BE ALLow MR1M18.EGTM & OR GONMROL LTE 1MENCK 4AT t DE CITY OF BAKERSFIELD DETAILS FOR ELECTRICAL CONDUIT TRENCHING, SLEEVING, AND BACKFILL s ff _3__. OF --A A.VRWVED r 4t.♦ 1 E t RNP::�:t iI 6.0 ((ozw IlLAU pA7li REVISIONS I PLAN NO. L-3 CITY OF BAKERSFIELD REVISIONS DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER ENCLOSURE STANDARD PLAN NO. U f _-- OF _._Li APPROVED mmxxm DATE L-7 NAnR PRMTION NT IK 0. TO MGO OROL• 51UE V 'N 120 -VOLT 5MV4EF VALVES. iN GONI7IAT. PVC. LONG 'SlEE' ELL. - FiRONT YIEhI SIZE AS R6(a1INRE D. MOOM SS -2256 BRASS HRITIM95 / wRIS I USE TDPLON PMPE TAPE ON ALL INAPIPJM NS OR (STF410 130X BY VIT PROMTSJ AFFNOMCO WAL W TME M02MArAN AW PAM DIRNC X OR APPROVED6(:IK S ALL PAM" 9 VU IE NIN AiD MO MNOM WaMMOM6 IRRIGATION CONTROLLER ENCLOSURE N071:5: L USE Saw" PC cow NM AN BtLOW 5. ALL PIWATIOH WALLATION SMALL BE N A=NPAN2 WM 2 WNS1NLGT OF 050 *1 WA CLASS TIS' GON AEME SLAB AS CM STANDARDS, TME LATEST EMM OF THE CALIFOR" RMMt W Off" W TO RKRIVE IM POSTAL MOVIES WIDATiON 0NMMOL WM AMD HAWAGMRS t18GMODAMW SM 20 OF a:Of.K WWW OSP 450mml BASE TO WX MEATWE THE STM MW 9 I5WATLONA AMD AS DNEGW IWTLE DBISHT FRIOR TO PLA013W OF CONCRETE SLJMBI 1$6RFJ1110M ALD PAiK3 OIN ICK 3 ALL I FMATM0N COMM EWA03M SiIALL TE TDP MOOR, Mi A L MATENALS 9MMLLMME MSM MD PIE: M'ROM DEFECTS, OF A VANDiAi. AMO MEA11P6t RE5i5TANf NATLRB, MAN�F/VGi M 7 SM APPWVED LADSGAFE / INSAT10N MLANS BIMIMELY OF 904 GRADE KAM* STE'J. AID LE8@05 POR 9PECIM9G MODE. M SIRE "MOM MR ALL MATER mwlz wDevm NNW AMIMMS MD FMMWE 4. POTATO COMM WN - IV HIL W6KIt6S, BMW COMM b' �fOW OUISfiE OI B15101L; OF m1CLOS E MRN V1X SLAlE S ANY AAD ALL QWNES PROM THS STMDM P SMALL N FOR DRAIIA6E AFFROMWIMMM71014AWFANSOMMMM DIAGRAMMATIC AS SHOWN. CONTRACTOR IS RESPONSIBLE FOR THE ACTUAL TO ANY TYPE OF C 5fM TNKiG CITY OF BAKERSFIELD REVISIONS DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER ENCLOSURE STANDARD PLAN NO. U f _-- OF _._Li APPROVED mmxxm DATE L-7 NAnR PRMTION NT IK 0. %-"Ar LANDSCAPE AND IRRIGATION DETAILS FOR VARIOUS IRRIGATION HEADS STANDART PLAN NO Off -9 .. OF -H_ APPROVED RCExv= DATE L -g GENERAL RECORD DRAWING NOTE: 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE 'FIELD RECORD' SET OF OLUE UNE PRINTS WHICH SHALL BE CORRECTED DAILY INDICATING EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS, INCLUDING EXACT LOCATIONS, SIZES, AND KINDS OF EQUIPMENT. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS AND SHALL BE THE BASIS FOR MEASUREMENT. THIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A FIELD RECORD SET. 2. THE CONTRACTOR SHALL MAKE NEAT ANO LEGIBLE ANNOTATIONS THEREON DAILY AS THE WOK PROCEEDS, SHOWING THE WORK AS ACTUALLY INSTALLED. THESE DRAWINGS SHALL BE AVAILABLE AT ALL TIMES FOR INSPECTION AND SHALL BE KEPT IN A LOCATION DESIGNATED BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE. 3 THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE THE LOCATION AND CHANGES OF THE FOLLOWING ITEMS INCLUDING BUT NOT LIMITED TO. a. CONNECTIONS TO EXISTING WATER LINES b. CONNECTIONS TO EXISTING ELECTRICAL POWER C. GATE VALVES d. ROUTING OF PRESSURE MAIN UNE PIPE 4L 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 CORRECTED 'FIELD RECORD' SET TO THE LANDSCAPE ARCHITECT WHO WILL USE THE INFORMATION TO CREATE A CLEAN SET OF 'RECORD DRAWINGS'. ALL WORK SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE ANO IS SUBJECT TO VERIFICATION. DELIVERY OF THE 'FIELD RECORD' SET WiLL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED INFORMATION THAT MAY BE OMITTED FROM THE PRINTS COMPILED AT THE SITE. THE LANDSCAPE ARCHITECT WILL USE THE INFORMATION TO PRODUCE a. A CLEAN SET OF RECORD DRAWINGS WHICH WILL BE SUBMITTED TO THE CITY OF BAKERSFIELD AS THE OFFICIAL 'RECORD DRAWINGS' FOR THE PROJECT. b. THE CONTRACTOR SHALL STAMP AND SIGN EACH SHEET TO INDICATE 'RECORD DRAWINGS' AS PROVIDED BY CONTRACTOR'S REPRESENTATIVE. C. CONTROLLER CHARTS SHALL BE PRODUCED FROM THE FINAL APPROVED 'RECORD DRAWINGS. 5. CONTROLLER CHARTS: a. PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED AND ONE ELECTRONIC COPY. b. THE CHART SHALL SHOW THE AREA CONTROLLED BY EACH AUTOMATIC CONTROLLER AND SHALL BE REDUCED IN SIZE TO ANO 11"X17" OF THE APPROVED 'RECORD DRAWINGS'. C. THE CHART SHALL BE A OLUELINE OZALIO PRINT AND A DIFFERENT COLOR SHALL BE USED TO INDICATE THE AREA OF COVERAGE FOR EACH CONTROL VALVE STATION. d. WHEN COMPLETED AND APPROVED, THE CHARTS SHALL BE SEALED BY A PLASTIC LAMINATING PROCESS ANO SPIRAL BOUND. THE PLASTIC LAMINATING SHEETS SHALL BE A MINIMUM OF 10 MIL THICKNESS EACH. IRRIGATION NOTES: 1. CONTRACTOR SHALL CHECK eft VERIFY ALL SITE CONDITIONS, UTILITIES k NOTE5: LEM6 "A5MOMED, ALL FM ATO MI1T W SMALL a SERVICES PRIOR TO TRENCHING. 6ALVAMI3lOU(E56 AFMROVlDIfYTIE AtiM AMD PAMKS OIM ICK 2' DIA LM°35 M L BE MMMOlISI BRASS HRITIM95 / wRIS I USE TDPLON PMPE TAPE ON ALL INAPIPJM NS OR NOT PLS AFFNOMCO WAL W TME M02MArAN AW PAM DIRNC X "M IL9E BALL VALVES S ALL PAM" 9 VU IE NIN AiD MO MNOM WaMMOM6 <1RASfiFMTTfb6 / MIPP! E5 �=� 4.SMiAPFROMB7LNd51'd+l'L°ANTI AT10MMAO AID VALVES WHERE NEEDED TO PREVENT LOW HEAD DRAINAGE. ABOVE FIGfEST FNW LJ'.6ElOS FOR 9PEGifHG MOM Mks SPAT; fiiANMfK, 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CROSS CONNECTION �J.ISt d°MOOILY) �ANDF8WaK*2I� 1S MIM' APFIFESNALL � (04JW1 M0 X11 RFW AAPAPM OR FOR IRRIGATION SYSTEM CONSTRUCTION. AFMROM9D OR 9f Tit MUMEA" AND PARKS DMBGTOR Y r ENGINEER. 4. INSTALL RAIBIRD SEAL-A-MATiC HEADS AT ALL LOW SPOTS ADJACENT TO 6 A 641 (0J'IW THICK REMFOR W COIL" SLAB B PAVEMENTS WHERE LOW HEAD DRAINAGE WILL CAUSE WATER WEEPING ONTO "MOM MR ALL MATER mwlz wDevm NNW PAVEMENTS• alARM 2 SHALL BE i5' bAW ON ALL SLOL'S OF THE OEM ALD AS DMEr=Br TME ME6MEf1A TION MO FM 3 5. ALL LOCATIONS OF IRRIGATION COMPONENTS ARE APPROXIMATE AND OIIEOM SM CITY STAMDMD 461EE'f L-4 DIAGRAMMATIC AS SHOWN. CONTRACTOR IS RESPONSIBLE FOR THE ACTUAL ALL M WAMON 161ALLAIM SHALL N N AVAV MU WW •r,.i.: +J'f:; CM $rANWM% EOM OF TNN M M'OIOMPLal�THELA :• OOOv- MAN/'ACAIMM WX*4 BDAT1014 WATER COVERAGE. IF CONFLICTS EXIST CONTRACTOR SHALL NOTIFY THE CITY OF SECTION 20 OP TME 5TANDMD ATk KANP A6 QOAGK�tOW A95�BLY THD YALVES OIgY,Tt'D BY TIE MOJWION AND PAIS OM S"M REPRESENTATIVE PRIOR TO PLACING THE COMPONENT. (2A" Mown) and lows) 0. AW AND ALL CIMANMilS SIALL N M ^W gr DE H MECMEATION AMD PAM VFW= W= MEIDMMATiOK 51/1 CITY OF BAKERSFIELD REVISIONS POSSIBLE. DETAILS FOR POTABLE REPRODUCIBLE AS -BUILT DRAWINGS TO THE CITY OF BAKERSFiELD RECREATION WATER PROTECTION AND PARKS DEPARTMENT. ANY WALK OR PAVEMENT TO BE INSTALLED 2.5 FEET DEEP, IN SCH. 40 PVC L] L U a STANDARD NOTED. ALL ELECTRICAL CONDUITS SHALL HAVE 1" MIN. DIA FOR 110 VOLTS AND , •. ` PLAN NO. Siff _L_ OF __lL _ `//,• ` .� \�/��i\// L-4 APPROVED RCEX)O= �- DATE %-"Ar LANDSCAPE AND IRRIGATION DETAILS FOR VARIOUS IRRIGATION HEADS STANDART PLAN NO Off -9 .. OF -H_ APPROVED RCExv= DATE L -g GENERAL RECORD DRAWING NOTE: 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE 'FIELD RECORD' SET OF OLUE UNE PRINTS WHICH SHALL BE CORRECTED DAILY INDICATING EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS, INCLUDING EXACT LOCATIONS, SIZES, AND KINDS OF EQUIPMENT. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS AND SHALL BE THE BASIS FOR MEASUREMENT. THIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A FIELD RECORD SET. 2. THE CONTRACTOR SHALL MAKE NEAT ANO LEGIBLE ANNOTATIONS THEREON DAILY AS THE WOK PROCEEDS, SHOWING THE WORK AS ACTUALLY INSTALLED. THESE DRAWINGS SHALL BE AVAILABLE AT ALL TIMES FOR INSPECTION AND SHALL BE KEPT IN A LOCATION DESIGNATED BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE. 3 THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE THE LOCATION AND CHANGES OF THE FOLLOWING ITEMS INCLUDING BUT NOT LIMITED TO. a. CONNECTIONS TO EXISTING WATER LINES b. CONNECTIONS TO EXISTING ELECTRICAL POWER C. GATE VALVES d. ROUTING OF PRESSURE MAIN UNE PIPE 4L 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 CORRECTED 'FIELD RECORD' SET TO THE LANDSCAPE ARCHITECT WHO WILL USE THE INFORMATION TO CREATE A CLEAN SET OF 'RECORD DRAWINGS'. ALL WORK SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE ANO IS SUBJECT TO VERIFICATION. DELIVERY OF THE 'FIELD RECORD' SET WiLL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED INFORMATION THAT MAY BE OMITTED FROM THE PRINTS COMPILED AT THE SITE. THE LANDSCAPE ARCHITECT WILL USE THE INFORMATION TO PRODUCE a. A CLEAN SET OF RECORD DRAWINGS WHICH WILL BE SUBMITTED TO THE CITY OF BAKERSFIELD AS THE OFFICIAL 'RECORD DRAWINGS' FOR THE PROJECT. b. THE CONTRACTOR SHALL STAMP AND SIGN EACH SHEET TO INDICATE 'RECORD DRAWINGS' AS PROVIDED BY CONTRACTOR'S REPRESENTATIVE. C. CONTROLLER CHARTS SHALL BE PRODUCED FROM THE FINAL APPROVED 'RECORD DRAWINGS. 5. CONTROLLER CHARTS: a. PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED AND ONE ELECTRONIC COPY. b. THE CHART SHALL SHOW THE AREA CONTROLLED BY EACH AUTOMATIC CONTROLLER AND SHALL BE REDUCED IN SIZE TO ANO 11"X17" OF THE APPROVED 'RECORD DRAWINGS'. C. THE CHART SHALL BE A OLUELINE OZALIO PRINT AND A DIFFERENT COLOR SHALL BE USED TO INDICATE THE AREA OF COVERAGE FOR EACH CONTROL VALVE STATION. d. WHEN COMPLETED AND APPROVED, THE CHARTS SHALL BE SEALED BY A PLASTIC LAMINATING PROCESS ANO SPIRAL BOUND. THE PLASTIC LAMINATING SHEETS SHALL BE A MINIMUM OF 10 MIL THICKNESS EACH. IRRIGATION NOTES: 1. CONTRACTOR SHALL CHECK eft VERIFY ALL SITE CONDITIONS, UTILITIES k 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 SHALL 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 AREAS. 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 WOK 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 Y r ENGINEER. 4. INSTALL RAIBIRD SEAL-A-MATiC HEADS AT ALL LOW SPOTS ADJACENT TO ~ PAVEMENTS WHERE LOW HEAD DRAINAGE WILL CAUSE WATER WEEPING ONTO r a:0_12A PAVEMENTS• SCHEDULE, CONTRACTOR WILL VERIFY ON-SITE WATER PRESSURE AND WILL ADJUST SYSTEM DESIGN IF APPROPRIATE. 5. ALL LOCATIONS OF IRRIGATION COMPONENTS ARE APPROXIMATE AND O DIAGRAMMATIC AS SHOWN. CONTRACTOR IS RESPONSIBLE FOR THE ACTUAL 13. ALL CONTROL WIRE NOT INSTALLED ALONG MAIN LINE 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. BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S W REPRESENTATIVE PRIOR TO PLACING THE COMPONENT. 14. INSTALL ALL VALVES AND Q.C.V. HIDDEN AND IN SHRUB BEDS WHERE H POSSIBLE. VALVE BOXES SHOULD BE PERPENDICULAR TO THE SIDEWALK, CURB OR 51/1 WALL CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 15. CONTRACTOR WILL SUPPLY LAMINATED TWO (2) 1147 INCH AND ONE (i) REPRODUCIBLE AS -BUILT DRAWINGS TO THE CITY OF BAKERSFiELD RECREATION 7. ALL ACCUMULATIVE LATERAL AND MAINLINE IRRIGATION LINES RUNNING UNDER AND PARKS DEPARTMENT. ANY WALK OR PAVEMENT TO BE INSTALLED 2.5 FEET DEEP, IN SCH. 40 PVC L] L U a 16. USE ONLY 711 PVC CEMENT AND PRIMER. NOTED. ALL ELECTRICAL CONDUITS SHALL HAVE 1" MIN. DIA FOR 110 VOLTS AND , •. ` 2' MIN. DIA FOR LOW VOLTAGE. 17. LABEL ALL VALVES WITH METAL TAG INDICATING CIRCUIT NUMBER AND _ `//,• ` .� \�/��i\// a .- . _ . 8. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. r LEAVE A 24" COL OF EXCESS WIRE AT EACH SPLICE LABEL ALL WIRES WITH 18. QUANTITIES FOR IRRIGATION EQUIPMENT AND COMPONENTS APPEAR IN THE WATi=RPROOF MARKERS AT ALL SPLICES, VALVE MANIFOLDS AND CONTROLLER. LEGEND FOR CITY OF BAKERSFIELD USE. BIDDING CONTRACTOR SHALL NOTE THAT .'1. = r�r 11=1Ii II=11 9. INSTALL VALVE BOXES 12' FROM AND PERPENDICULAR TO WALKS, CURB, LAWN, •.11-1! r _ IX I 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 It THE SECOND WILL BE A SPARE (RED), BLUE TO BE USED FOR PARALLEL TO WICK, CURB, LAWN ETC. INSTALL ONE VALVE PER BOX ONLY. MASTER VALVE. VERIFY WITH CITY OF BAKERSFIELD RECREATION AND PARKS ! DEPARTMENT, 20. CONTRACTOR SHALL PROVIDE do INSTALL A SCH. 80 PVC UNION do BALL i 41L% r %-"Ar LANDSCAPE AND IRRIGATION DETAILS FOR VARIOUS IRRIGATION HEADS STANDART PLAN NO Off -9 .. OF -H_ APPROVED RCExv= DATE L -g GENERAL RECORD DRAWING NOTE: 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE 'FIELD RECORD' SET OF OLUE UNE PRINTS WHICH SHALL BE CORRECTED DAILY INDICATING EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS, INCLUDING EXACT LOCATIONS, SIZES, AND KINDS OF EQUIPMENT. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS AND SHALL BE THE BASIS FOR MEASUREMENT. THIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A FIELD RECORD SET. 2. THE CONTRACTOR SHALL MAKE NEAT ANO LEGIBLE ANNOTATIONS THEREON DAILY AS THE WOK PROCEEDS, SHOWING THE WORK AS ACTUALLY INSTALLED. THESE DRAWINGS SHALL BE AVAILABLE AT ALL TIMES FOR INSPECTION AND SHALL BE KEPT IN A LOCATION DESIGNATED BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE. 3 THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE THE LOCATION AND CHANGES OF THE FOLLOWING ITEMS INCLUDING BUT NOT LIMITED TO. a. CONNECTIONS TO EXISTING WATER LINES b. CONNECTIONS TO EXISTING ELECTRICAL POWER C. GATE VALVES d. ROUTING OF PRESSURE MAIN UNE PIPE 4L 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 CORRECTED 'FIELD RECORD' SET TO THE LANDSCAPE ARCHITECT WHO WILL USE THE INFORMATION TO CREATE A CLEAN SET OF 'RECORD DRAWINGS'. ALL WORK SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE ANO IS SUBJECT TO VERIFICATION. DELIVERY OF THE 'FIELD RECORD' SET WiLL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED INFORMATION THAT MAY BE OMITTED FROM THE PRINTS COMPILED AT THE SITE. THE LANDSCAPE ARCHITECT WILL USE THE INFORMATION TO PRODUCE a. A CLEAN SET OF RECORD DRAWINGS WHICH WILL BE SUBMITTED TO THE CITY OF BAKERSFIELD AS THE OFFICIAL 'RECORD DRAWINGS' FOR THE PROJECT. b. THE CONTRACTOR SHALL STAMP AND SIGN EACH SHEET TO INDICATE 'RECORD DRAWINGS' AS PROVIDED BY CONTRACTOR'S REPRESENTATIVE. C. CONTROLLER CHARTS SHALL BE PRODUCED FROM THE FINAL APPROVED 'RECORD DRAWINGS. 5. CONTROLLER CHARTS: a. PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED AND ONE ELECTRONIC COPY. b. THE CHART SHALL SHOW THE AREA CONTROLLED BY EACH AUTOMATIC CONTROLLER AND SHALL BE REDUCED IN SIZE TO ANO 11"X17" OF THE APPROVED 'RECORD DRAWINGS'. C. THE CHART SHALL BE A OLUELINE OZALIO PRINT AND A DIFFERENT COLOR SHALL BE USED TO INDICATE THE AREA OF COVERAGE FOR EACH CONTROL VALVE STATION. d. WHEN COMPLETED AND APPROVED, THE CHARTS SHALL BE SEALED BY A PLASTIC LAMINATING PROCESS ANO SPIRAL BOUND. THE PLASTIC LAMINATING SHEETS SHALL BE A MINIMUM OF 10 MIL THICKNESS EACH. IRRIGATION NOTES: 1. CONTRACTOR SHALL CHECK eft VERIFY ALL SITE CONDITIONS, UTILITIES k 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 SHALL 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 AREAS. 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 WOK 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 Y r ENGINEER. 4. INSTALL RAIBIRD SEAL-A-MATiC HEADS AT ALL LOW SPOTS ADJACENT TO ~ PAVEMENTS WHERE LOW HEAD DRAINAGE WILL CAUSE WATER WEEPING ONTO 12. THE SYSTEMA IS DESIGNED FOR THE PERFORMANCE LISTED ON THE IRRIGATION PAVEMENTS• SCHEDULE, CONTRACTOR WILL VERIFY ON-SITE WATER PRESSURE AND WILL ADJUST SYSTEM DESIGN IF APPROPRIATE. 5. ALL LOCATIONS OF IRRIGATION COMPONENTS ARE APPROXIMATE AND O DIAGRAMMATIC AS SHOWN. CONTRACTOR IS RESPONSIBLE FOR THE ACTUAL 13. ALL CONTROL WIRE NOT INSTALLED ALONG MAIN LINE 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. BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S W REPRESENTATIVE PRIOR TO PLACING THE COMPONENT. 14. INSTALL ALL VALVES AND Q.C.V. HIDDEN AND IN SHRUB BEDS WHERE H 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 POSSIBLE. 15. CONTRACTOR WILL SUPPLY LAMINATED TWO (2) 1147 INCH AND ONE (i) REPRODUCIBLE AS -BUILT DRAWINGS TO THE CITY OF BAKERSFiELD RECREATION 7. ALL ACCUMULATIVE LATERAL AND MAINLINE IRRIGATION LINES RUNNING UNDER AND PARKS DEPARTMENT. ANY WALK OR PAVEMENT TO BE INSTALLED 2.5 FEET DEEP, IN SCH. 40 PVC L] L U SLEEVES AT TWICE THE DIAMETER OF THE IRRIGATION UNE UNLESS OTHERWISE 16. USE ONLY 711 PVC CEMENT AND PRIMER. NOTED. ALL ELECTRICAL CONDUITS SHALL HAVE 1" MIN. DIA FOR 110 VOLTS AND 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" COL OF EXCESS WIRE AT EACH SPLICE LABEL ALL WIRES WITH 18. QUANTITIES FOR IRRIGATION EQUIPMENT AND COMPONENTS APPEAR IN THE WATi=RPROOF MARKERS AT ALL SPLICES, VALVE MANIFOLDS AND CONTROLLER. LEGEND FOR CITY OF BAKERSFIELD USE. BIDDING CONTRACTOR SHALL NOTE THAT PLAN SHALL PREVAIL WHEN VERIFYING QUANTITIES OF IRRIGATION EQUIPMENT AND 9. INSTALL VALVE BOXES 12' FROM AND PERPENDICULAR TO WALKS, CURB, LAWN, COMPONENTS. 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 It THE SECOND WILL BE A SPARE (RED), BLUE TO BE USED FOR PARALLEL TO WICK, CURB, LAWN ETC. INSTALL ONE VALVE PER BOX ONLY. MASTER VALVE. VERIFY WITH CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT, 20. CONTRACTOR SHALL PROVIDE do INSTALL A SCH. 80 PVC UNION do BALL VALVE THE SAME SIZE AS VALVE O EACH VALVE LOCATION. 21. CONTRACTOR SHALL ENGRAVE THE LETTERS "IR' ON THE FACE OF THE CURB WHERE SLEEVE CROSSINGS ARE LOCATED. it. 5 - -7140. 1 m � J ♦/) J LU Q LJJ a r =a Z O� � Z rn co J Y r Z I-- ~ 0 U Lu G z Z O etf U Lu 0 = V W � co cr. H Q1�. co clsW m W J L] L U W � �o m 0 U illW a cn z 0 O� M V r � J ♦/) J LU Q LJJ a H =a Z O� � Z co J Y r Z I-- ~ 0 U Lu G W m0az Z O etf U Lu H = V W � co cr. H Q1�. co J m W J L] L U i i O1 FINISH GRADE/TOP OF MULCH 1 O PIPE 5X PIPE FINISH GRADE/TOP OF MULCH 1 2 3 O ROOT WATERING SYSTEM: RAIN BIRD RWS DIAMETER DIAMETER CMU WALLFURNISH AND INSTALL SCH. 40 PVC O2 QUICK -COUPLING VALVE:7:7UPSTREAM DOWNSTREAM (OR CONCRETE CURB SLEEVE UNDER CMU WALL FOOTING TO iq RAIN BIRD MODEL 44LRC O3 VALVE BOX WITH COVER: O3 SWING ASSEMBLY (INCLUDED) CONTAIN IRRIGATION LATERAL PASSING BENEATH WALL FOOTINGSco 4 RAIN BIRD VB-6RND O4 1/2" (1,3 CM) MALE NPT INLET (INCLUDED) (SEE IRRIGATION NOTE #7, THIS SHEET). (n n O4 3 -INCH MINIMUM DEPTH OF 1 2 O BACKFLOW MV TAPE OFF BOTH ENDS OF EACH SLEEVE. 5 3/4 -INCH WASHED GRAVEL 5 PVC SCH 40 TEE OR EL F FLAG LOCATION AT GRADE. z 6 O PVC SCH 80 NIPPLE OPVC OR POLYETHYLENE LATERAL PIPE w 7 (LENGTH AS REQUIRED) G Iddo O6 0 BRICK (1 OF 2) 7 OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS EXAMPLE: F O M V MASTER VALVE FG W IF IT IS A 2" FLOW SENSOR, IT WOULD BE 2" 7 PVC SCH 40 STREET ELL -' O8 4" (10,2 CM) WIDE X 36" (91,4 CM) LONG RIGID X 10 = 20" UPSTREAM MINIMUM; f,, - 80 PVC SCH 40 TEE OR ELL J131 BASKET WEAVE CANISTER (INCLUDED) ❑ DOWNSTREAM WOULD BE 2" X 5 = 10" OF '/ `� F FLOW SENSOR STRAIGHT PIPE MINIMUM O PVC MAINLINE PIPE 4 O9 PLANT ROOT BALL - -- -- z_ 10 PVC SCH 40 ELL - 11 2" x 2" REDWOOD STAKE WITH WALL FOOTING t Z STAINLESS STEEL GEAR 6 P �GATION EO MENT LAYOUT --! : CLAMPS OR EQUIVALENT Q 11 10 9 8 7 SUPPORT SYSTEM � a 8 O� �OQD L-6 N.T.$ IRRIGATION J LATERAL `" '° SEE IRRIGATION NOTE: PLAN AND FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO 9_= SLEEVING IT NOMINAL QUICK COUPLING VALVE INLET SIZE. NOTES: ------------ ----------- -- `SCHEDULE 1. POSITION 2-3 UNITS OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR ROOT BALL OQ MODEL PCB BUBBLER FOR EXISTING TREES PLACE HALF THE DISTANCE BETWEEN CANOPY EDGE AND TREE TRUNK.o QUICK COUPLING VALVE -MODEL 44 LRC 2. INSTALL PRODUCT WITH TOP EVEN WITH GROUND SURFACE. 2 FINISH GRADE ------------------------------ 3. RWS SERIES AVAILABLE IN THE FOLLOWING MODELS: 3 RAINBIRD SWING ASSEMBLY L-6 PER RAIN BIRD SPECFICATIONS RWS-B-C-1401: 0.25 GPM (0,95 L/M), CHECK VALVE O 1 rn a �a� N.T S tn RWS-B-1401: 0.25 GPM (0,95 L/M) (DLATERAL TEE OR ELL U < 14- 0 _ RWS-B-X-1401: 0.25 GPM (0,95 L/M), 18" (45,7 CM) SWING ASSEMBLY (S)LATERAL PIPE O RWS-B-C-1402: 0.5 GPM (1,9 L/M), CHECK VALVE 3 T UI�ER MASONRY WALL FOOTIdG SLEEVE Q I I U1 IRRIGATION CONTROLLER: RWS-B-1402: 0.5 GPM (1,9 L/M) 1 RAIN BIRD ESP-LXME CONTROLLER IN PLASTIC CABINET. RWS-B-C-1404: 1.0 GPM (3,8 L/M), CHECK VALVE L-6 w v po INSTALL CONTROLLER AND CABINET INTO V.I.T. SB22SS 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT N.T.S ® _ INSTALLING_ co STAINLESS STEEL ENCLOSURE PER MANUFACTURER'S TO ALLOW FASTERWATER INFILTRATION AND ROOT PENETRATION. aD�3 0 RECOMMENDATIONS. 5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. 6. OPTIONAL RWS-SOCK FOR USE IN SANDY SOILS. w >_ U2 JUNCTION BOX cfl N W v Ie O3 1 -INCH CONDUIT AND FITTINGS TO POWER SUPPLY 5 g;,�� R Y �® ® POWER SUPPLY WIRE ri ROOT WATERING SYSTEM INSTALLATION FOR TF E3 INSTALL ONE PCB BUBBLER PER SHRUB, TYP. '�$ Lm tJ5 2 -INCH CONDUIT AND FITTINGS FOR STATION WIRES L 6 PER RAIN BM SPECIRCATIONS idolf N.T.S © WIRES TO REMOTE CONTROL VALVES ro PB BUBBLER, 6 6 L-6 PER HUNTER SPECFICATIONS • NOTES: �1 RAIN BIRD PE/BPE SERIES MASTER N.T.S 2 2 BLOCK WALL 2 5 1. ESP-LXME CONTROLLER IS AVAILABLE IN 8- OR VALVE `r 12 -STATION BASE MODELS. ADDITIONAL MODULES IN 2 5 5 BERM u a 4-, 8- AND 12 -STATION VERSIONS MAY BE ADDED TO 1 ! --� WATER 0 36 -INCH LENGTH OF COILED WIRE TO c a NOTE: W • BRING THE CONTROLLER UP TO 48 STATIONS MAXIMUM. SATELLITE CONTROLLER MASTER VALVE e v D > 2. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH 7 CIRCUIT ���� �OQD 1. RAIN BIRD XERI-SPRAY AVAILABLE IN THE FOLLOWING MODELS: 4.. Q 3 XS -180 - HALF CIRCLE - SPRAY - 31 GPH MAX MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT 10 8 10 XS -090 - QUARTER CIRCLE - SPRAY - 31 GPH MAX �- W ' THE BASE OF CONTROLLER AND TRANSITION LARGER 30 3.0 -INCH MINIMUM DEPTH OF XS -360 - FULL CIRCLE - STREAM SPRAY - 31 GPH MAX 2•0%P VALVE AND COMMON WIRES FROM FIELD TO 18 AWG g 3/4 -INCH WASHED GRAVEL i-�--�v X360 ADJMST - FULL CIRCLE - MIST - 31 GPH MAX SIDEWALK 321 � 4 MULTICONDUCTOR WIRE TO BE USED IN CONTROLLER. 6 3. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 ® BRICK (1 OF 4) L L PVC CONDUIT FOR BELOW GRADE CONDITIONS. ° ° o '01 , 4. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE �O ° ° 2 O1 MICRO -SPRAY WITH 1032 THREADED INLET M �� c O VALVE BOX WITH COVER - 12 -INCH RAIN BIRO X WITH SPRAY GROUND RESISTANCE OF 10 OHMS OR LESS. SIZE 3 CENTERED 4O2 TOP OF MULCH MAINLINE ®BACK 4 3 FQ FINISH GRADE 10X DIAMETER 5X O3 FINISH GRADE OF SIDEWALK BUBBLER. ESP- LXME CONTROLLER IN PLASTIC CABINET OF PIPE DIAMETER OF PIPE O RAIN BIRD FS SERIES 4 4 POLYFLEX RISER AND ADAPTER ASSEMBLY: LATERAL UNE 12"> L-6 PER RAIN BIRD SPECIFICATIONS FLOW SENSOR(S) O BACK OF EACH N.T.S RAIN BIRO PFR -FRA 8 36 -INCH LENGTH OF COILED O PVC SCH 40 TEE OR ELL SHRUB. O PE -CABLE TO FLOW SENSING 5 EQUIPMENT AT CONTROLLER ASSEMBLY 6 O PVC LATERAL PIPE U TYPICAL PLANTING & IRRIGATION LAYOUT g SEE FLOW SENSOR WIRING DETAIL FOR WIRING DIAGRAM ADJUST FLOW/RADIUS BY TURNING INTEGRAL BALL VALVE L-6 N.T.S / 10 CONCENTRIC REDUCER K FLOW SENSOR AIS MASTER VALVE (NORMALLY CLOSED) R XEPo-SPRAY 1032 THF�AD ON POLYFLEX PoSER INTO PVC TEE N o� L-6 N.T.S L-6 PER RAINBIRD SPECFICATIONS W N.T.S 30" Max 0 12 Min U (REFER TO LOCAL CODES) W 1 2 3 4 5 O1 30 -INCH LINEAR LENGTH OF 10 BRICK (1 OF 4) co 6 WIRE, COILED 11 PVC MAINLINE PIPE 1 2 3 4 5 6 0 O2 WATERPROOF CONNECTION uj 12 RAIN BIRD SPLICE -1 (1 OF 2) SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND \ 7 O3 ID TAG: RAIN BIRD VIO SERIES SCH 40 ELL 8 O4 REMOTE CONTROL VALVE: 13 PVC SCH 40 TEE OR ELL c RAIN BIRO PRS -D 14 PVC SCH 40 MALE ADAPTER 9 7 8 M 9 WITH NP-HAN AN O5 VALVE BOX WITH COVER: 15 PVC LATERAL PIPE 10 G10 RAIN BIRD VB -STD 1 s 3.0 -INCH MINIMUM DEPTH OF FEBCO MODEL 825Y O FINISH GRADE/TOP OF MULCH 3/4 -INCH WASHED GRAVEL 11 L-6 REDUCED PRESSURE ASSEMBLY - OUTSIDE INSTALLATION(D PVC SCH 80 NIPPLE (CLOSE) N.T.S 8 PVC SCH 40 ELL 9 PVC SCH 80 NIPPLE 12 s s z 16 15 14 13 12 11 (LENGTH AS REQUIRED) ° ° SIDE VIEW J Z W Q co � 17, IL - FINISH GRADE/TOP OF MULCH � Q L ELECTRIC REMOTE -CONTROL VALVE PEB SERIES W = O VALVE BOX AND COVER (MODEL RAINBIRD VB-10RN0) L-6 PER RAIN BIRD SPEWICATIONS O FINISH GRADE cc O. 1 _ N.T.S 2 STANDARD VALVE BOX WITH COVER: _ H 6"0 PVC PIPE (LENGTH VARIES) O RAIN BIRD VB -STD W O3 WATERPROOF CONNECTION: O i f _ • " 3MIN. DEPTH Of _ RAIN BIRD DB SERIES Y c Z - WASHED GRAVEL %° ° O4 VALVE ID TAG 1'� Z LASL�JC/G1%��' D C�1 RAIN BIRD PE/BPE SERIES MASTER � � O O VALVE O5 30 -INCH LINEAR LENGTH OF WIRE, 36 -INCH LENGTH OF COILED WIRE TO COILED W IN V O2 O6 PRESSURE REGULATING FILTER: (L Q BRICK (1 OF 4) SATELLITE CONTROLLER MASTER VALVE m O _ 6 6 CIRCUIT RAIN BIRO PRF-075-RBY (INCLUDED a (� IN XCZ-075-PRF KIT) Z ��— FILTER FABRIC 3 3.0 -INCH MINIMUM DEPTH OF Q PVC SCH 40 FEMALE ADAPTOR ad V c r _J 2 1 5 r--1 5 O 3/4 -INCH WASHED GRAVEL O LATERAL PIPE W 7 ® BRICK (1 OF 4) O REMOTE CONTROL VALVE: = U W Lli 10 $ 10 TOP VIEW Q VALVE BOX WITH COVER - 12 -INCH RAIN BIRD LVF -075 (INCLUDED IN SIZE XCZ-075-PRF KIT) :.,:, '�:: j•' ~ : } - 9 10 a RESILIENTco PVC SCH 40 TEE OR ELL TO MANIFOLD WEDGE GATE VALVE W/ NOTES: © FINISH GRADE 11 THREADED ENDS & 2" OPERATING NUT 1. NOMINAL SIZE OF GATE VALVE TO ��q�oo oa ° 3 -INCH MINIMUM DEPTH OF 3/4 -INCH MATCH NOMINAL MAINLINE SIZE, THE �'O off° °°� O7 RAIN BIRO FS SERIES WASHED GRAVEL PVC SCH. 40 ADAPTER MAINLINE OPERATOR IS A WRENCH NUT. FLOW SENSOR(S) 12 MANIFOLD PIPE AND FITTINGS fj PVC PIPE (TYP). 4 33 42. 3 0 U INSTALL FILTER FABRIC AROUND a� ® 36 -INCH LENGTH OF COILED EXTERIOR OF VALVE BOX. USE DUCT TAPE lotOF X18, PE -CABLE TO FLOW SENSING TO SECURE FABRIC TO PIPE AND VALVE BOX. OF PM EQUIPMENT AT CONTROLLER ASSEMBLY Og SEE FLOW SENSOR WIRING DETAIL FOR WIRING DIAGRAM W 10 CONCENTRIC REDUCER. _ I CATION GATE VALVE DETAIL("M ROW SENSOR + MASTER VALVE (NORMALLY CLOSED) rs XCZ-075-PW 3/4 CONTROL ZONE KIT IN SOUAF� VALVE BOX co 03 L-6 N.T.S L_6 PER RAIN BIRD SPECIFICATIONS L-6 PER RAINBIRD SPEWICATIONS w N.T.S N.T.S , ' - -714 `'' , .1 o 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 INSPEC11ONS: 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. 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 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 EN11RE 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 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 UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE CONSULTING ENGINEER OR AUTHORIZED REPRESENTATIVE AND /OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE AFTER IT HAS BEEN INSPECTED, TESTED AND APPROVED, THE CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE OWNER'S SATISFACTION. 1. JOB SITE MEETINGS AND REQUIRED INSPECTIONS: • PRE -JOB MEETING ONSITE - PRIOR TO COMMENCEMENT OF • WORK • DURING SOIL PREPARATION • AT COMPLETION OF SOIL PREPARATION • COMPLETION OF WEED CONTROL • PRIOR TO MOW CURB INSTALLATION • PLANT MATERIAL INSPECTION • GRADING CHECK PRIOR TO GROUND COVER • PROGRESS/INSTALLATION INSPECTION • COMPLETION OF PLANTING • 30, 60, & 90 -DAY MAINTENANCE INSPECTIONS • 1 YEAR MAINTENANCE TURNOVER INSPECTION C. MATERIAL NOTES: 1. GENERAL: THE FOLLOWING LIST COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE USED AND IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. 2. SCOPE OF WORK: WORK SHALL CONSIST OF FURNISHING ALL MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETELY INSTALL ALL LANDSCAPE WORK AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED. 3. PLANT MATERIALS: ALL PLANTS SHALL BE HEALTHY, WELL ESTABLISHED NURSERY STOCK, FREE FROM INSECTS AND THEIR EGGS AND DISEASES. PLANTS SHALL BE FURNISHED IN THE QUANTITIES REQUIRED TO COMPLETE THE WORK AS INDICATED ON THE DRAWINGS AND SHALL BE OF THE SPECIES AND SIZES INDICATED ON THE PLANT LEGEND. ALL PLANTS SHALL BE INSPECTED AND APPROVED PRIOR TO PLANTING. 4. REJECTION OF PLANT MATERIAL: THE OWNER OR THE 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 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. CULTIVA11ON DEPTH: ALL LANDSCAPE AREAS SHALL BE CULTIVATED TO A DEPTH OF SIX INCHES. 6. AMENDMENT MIX: INCORPORATE THE FOLLOWING SOIL AMENDMENTS, OR PER SOILS REPORT, IN THE UPPER 6" OF ALL TILLING OR DISKING UNTIL ALL POCKETS AND LAYERS OF SOIL AND SOIL CONDITIONERS ARE ELIMINATED. REDWOOD SHAVINGS 6 YARDS PER 1000 SQ. FT. COMMERCIAL FERTILIZER 20 LBS. PER 1000 SQ. FT. GYPSUM 100 LBS. PER 1000 SQ. FT. 7. FINISH GRADE: FINISH GRADES SHALL BE THOSE INDICATED ON THE DRAWINGS OR AS MAY BE CONTROLLED BY EXISTING INSTALLATIONS. GRADES NOT OTHERWISE INDICATED SHALL BE UNIFORM, STRAIGHT LEVELS BETWEEN POINTS WHERE ELEVATIONS ARE DETERMINED. FINISH GRADES SHALL BE SMOOTH AND EVEN OF A UNIFORM PLANE WITH NO ABRUPT CHANGES IN THE SURFACE. MINOR MODELING OF THE GROUND SURFACE MAY BE REQUIRED. GRADES SHALL PROVIDE FOR THE NATURAL RUN-OFF OF WATER WITHOUT LOW SPOTS OR POCKETS. FLOW LINES SHALL BE SET BY INSTRUMENT AND SHALL BE MAXIMUM GRADIENT POSSIBLE. 8. DRAINAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE IN ALL PLANTING AREAS IN ACCORDANCE WITH THE PLANS, DETAILS AND SPECIFICATIONS. 9. FINISH GRADE AT SHRUB AREAS: FINISH GRADE OF ALL SHRUBBERY AND GROUNDCOVER AREAS SHALL BE TWO INCHES BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC., EXCEPT WHERE WATER FLOWS ACROSS SAME. E. TREE AND SHRUB PLANTING NOTES: 1. PLANT DEPTH: PLANT ALL PLANTS AT THEIR NATURAL GROWING DEPTH PER DETAILS, IN THE LOCATIONS SHOWN ON THE DRAWINGS. 2. EXCAVATED PITS: EXCAVATE PITS WITH SQUARE AND VERTICAL SIDES, 2 TIMES THE DIAMETER, AND 12" GREATER IN DEPTH THAN THE SIZE OF THE PLANT CONTAINER. 3. BACKFILL MIXTURE: BACKFILL TO BOTTOM OF ROOT BALL WITH PREPARED BACKFILL MIXTURE, TAP FIRMLY, SET PLANT IN CENTER OF PIT IN A VERTICAL POSITION, CROWN LEVEL WITH FINISH GRADE. BACKFILL BALANCE OF PIT WITH A MIXTURE PER SOILS REPORT. 4. TREE LOCATIONS: TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION LINES, CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NECESSARY. 5. WATER BASIN: CONSTRUCT A SIX INCH DEEP WATER BASIN, MULCH WITH A TWO INCH LAYER OF REDWOOD SHAVINGS, AND WATER THOROUGHLY, BACKFILLING WITH ADDITIONAL MIX WHERE VOIDS APPEAR. 6. TREE STAKES: ALL NURSERY STAKES SHALL BE REMOVED AND ALL TREES SHALL BE INSTALLED WITH LODGE POLE STAKES DRIVEN 3 FEET INTO THE GROUND. TREE STAKES SHALL NOT PIERCE THE ROOTBALL AND NOT INJURE TREE ROOTS. 7. TREE TIES: TREE TIES SHALL BE FASTENED TO THE TREE AND STAKE BY LOOPING THE TIES IN FIGURE 8'S WITH THE INSIDE OF THE TREE TRUNK. FASTEN TIE TO THE STAKE WITH ONE GALVANIZED ROOFING NAIL. 8. DEFECTS: ALL DEFECTS IN TREE AND SHRUB PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. F. GROUNDCOVER PLANTING NOTES: 1. GENERAL: ALL GROUNDCOVER AREAS NOTED ON PLANS SHALL BE PLANTED WITH ROOTED CUTTING FROM FLATS UNLESS OTHERWISE NOTED. PLANT CONTINUOUSLY UNDER TREES AND SHRUBS AT THE SPACING INDICATED ON PLANS. 2. SPACING: INSTALL PLANTS IN AREAS AND TO SPACING AS SHOWN ON THE DRAWINGS IN EVENLY TRIANGULARLY SPACED ROWS. 3. EXCAVATE PITS: EXCAVATE PITS A MINIMUM 3"X4" WITH SUFFICIENT DEPTH TO ALLOW ROOT SYSTEM TO HANG FREE IN PIT. PLACE EACH PLANT AT ITS NATURAL GROWING DEPTH AND FIRM SOIL AROUND BASE OF PLANT WITHOUT PILING AT CROWN. 4. WATERING: WATER THOROUGHLY AFTER SUFFICIENT AREA HAS BEEN PLANTED. ANY PLANTINGS SHOWING EVIDENCE OF DRYING OUT OR BADLY WILTING WILL NOT BE ACCEPTED. 5. 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