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HomeMy WebLinkAbout5.5-11788CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA MEDIAN LANDSCAPE CONSTRUCTION PLANS PARCEL MAP NO. 11788 1 2 BALVANERA AVE' iv KEY MAP. P.D.R. NO. 13 -0110 ;CS CONC. MONUMENT IN LH. kCED 3/6/74 N.E. CORNER SEC. 18 S, R. 27E., M.D.B. & M. GENERAL PROJECT NOTES: 1. PRIOR TO START OF ANY PHASE OF CONSTRUCTION, ALL UTILITIES, DETERS (POWER & WATERS MUST BE SET AND FULLY OPERATIONAL 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL PUBLIC U11UTY STANDARDS AND SPECIFICATIONS. CONTRACTOR WILL ALSO BE RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES TAD 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 PARKS, 326 -3354, AND PUBLIC WORKS, 326 -3049 FOR AN ON -SITE PRE - CONSTRUCTION MEETING. 5. CONTRACTOR WILL COORDINATE CONSTRUCTION WITH TIME PROJECT MANAGER OR OWNER'S REPRESENTATIVE SO THAT INSPECTIONS CAN BE MADE AT CRITICAL CONSTRUCTION PERIODS BUT IN NO CASE LESS THAN: 1 ) AT THE START OF LANDSCAPE CONSTRUCTION 2 IRRIGATION PERFORMANCE TEST AND HEAD COVERAGE 3 PLANT MATERIALS AND PLACEMENT OF PLANT MATERIALS, GUYING & STAKING PROCEDURES 4 AT THE END OF CONSTRUCTION BUT PRIOR TO START OF POST - INSTALLATION MAINTENANCE, AND 5 AT THE END OF POST - INSTALLATION MAINTENANCE PERIOD FOR WRITTEN (OWNER'S) ACCEPTANCE. 6. CONTRACTOR WILL PERFORM MAINTENANCE AS IDENTIFIED IN THE SPECIFICATIONS. ALL COST INKED UNTIL THIS TIME WILL BE AT THE EXPENSE OF THE CONTRACTOR. 7. CONTRACTOR IS RESPONSIBLE FOR SECURING FINAL WRITTEN ACCEPTANCE BY THE PROJECT MANAGER OR OWNER'S -PRESENTATIVE 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 OTHERASE UNSUITABLE PLANT MATERIAL UNTIL THE PROJECT MANAGER OR OW NER'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 PROJECT MANAGER OR OWNER'S REPRESENTATIVE PRIOR TO PRANG FOR WRITTEN AUTHORIZATION AND INSTRUCTIONS TO PROM. 9. CONTRACTOR SHALL DEMONSTRATE TO PROJECT MANAGER OR OWNER'S REPRNTATIVE TIME FURNISHING AND INSTALLATION OF SPECIFIED SOIL AMENDMENTS SEE SPECIFICATIONS WHETHER A SOILS TEST IS REQUIRED OR NOT. 10. QUANTITIES ARE PROJECT MANAGER ESTIMATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL APPEARING ON PLAN. 11. DO NOT WILLFULLY PRA WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITION SHALL. BE IMMEDIATELY REPORTED IN WRITING TO THE ATTENTION OF THE PROJECT MANAGER. 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. 11 ALL PLANT MATERIAL SHALL. BE APPROVED BY THE PROJECT MANAGER OR OWNER'S REPRESENTATIVE. 14. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO TIME APPROVAL OF THE PROJECT MANAGER OR OWNER'S REPRESENTATIVE. 15. CONTRACTOR SHALL NOTIFY PROJECT MANAGER OR OWNER'S REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WIC 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 PROJECT MANAGER FOR RESOLUTION, FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE PROJECT MANAGER WILL RESULT IN CONTRACTOR'S LINTY TO RELOCATE THE MATERIALS. 18. NO PLANTING SHALL BE PLANTED UNTIL INSTALLATION OF TIME IRRIGATION SYSTEM IS COMPLETED. FINAL GRADES HAVE BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRAM AND SOIL. PREPARED, AND THE WORK APPROVED BY THE PROJECT MANAGER OR OWNERS 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 MOWC1RB AS PER C.O.B. STANDARDS AT EACH PHASE LINE AND LIMIT OF CONSTRUCTION LINE. 22. EXISTING PLANT MATERIAL SHOWN IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANT MATERIAL IN CONFLICT WITH NEW CONDITION REGARDING; REMOVAL, RELOCATION, MAINTENANCE DURING CONSTRUCTION IN ORDER TO MEET THE INTENT OF THE CONSTRUCTION DRAWINGS. 23. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BARRICADES IN ORDER TO FILL THE REQUIREMENTS OF EXISTING PLANTING PROTECTION PER SPECIFICATION. 24. EXISTING PLANT MATERIAL SHOWN ON PLANS IS DIAGRAMMATIC. THE CONTRACTOR SHALL VERIFY EMSTING CONDITIONS AT THE SITE TO FAMILIARIZE HIMSELF PRIOR TO START OF WORK. 25. ALL TREES UNDER UTILITY LINES ARE SUBJECT TO CHANGE PER C.O.B. 26. CONTRACTOR SHALL. DEMONSTRATE TO OWNER'S SENTATIVE THE FURNISHING AND INSTALLATION OF SPECIFIED SOIL AMENDMENTS WHETHER A SOILS TEST IS REQUIRED OR NOT. 27. CONTRACTOR IS RESPONSIBLE FOR CARE AND MAINTENANCE OF EXISTING LANDSCAPE AND IRRIGATION SYSTEM DURING CONSTRUCTION. 28. EXISTING IRRIGATION SYSTEM SHALL REMAIN OPERATIONAL DURING CONSTRUCTION. 29. CONTRACTOR SHALL INDICATE IRRIGATION SLEEVES BY CHISELING "Ill" ON THE FACE OF CURB 0 EACH LOCATION. NOTES: 1 � 4 �S! NOW 6 W ROAD ] � 12 � OLIVE 1 13 18 17 RAGE MAN y 1 2 19 � 20 HW< a 25 30 29 ZPALM w J Q r7 �I �n \ DR. aQls qojE 6Tsi ALL POINTS OF CONNECTION FOR ELECTRICAL SERVICE FOR IRRIGATION SYSTEMS SHALL BE INDEPENDENT FROM THE TRAFFIC SIGNAL POWER SOURCEAl`REET LIGHTING POWER SOURCE. A SINGLE LINE SCHEMATIC FOR IRRIGATION SYSTEMS SHALL BE REVIEWED AND APPROVED BY CITY ENGINEER PRIOR TAO START OF ANY LANDSCAPE/IRRIGATION INSTALLATIONS. PRIOR TO ANY PLANTING OF NON -TURF AREAS, THE SOIL OF ALL SUCH AREAS SHALL BE STERILIZED WITH A CHEMICAL RECOMMENDED BY A CERTIFIED PEST CONTROL ADVISOR AND APPLIED BY A CERTIFIED PEST CONTROL APPLICATOR. ALSO, NO LESS THAN TWID WEEKS PRIOR TO FINAL CITY ACCEPTANCE, A PRE - EMERGENT CHEMICAL SHAD. 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. ENGINEER'S STATEMENT: HEREBY STATE THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA MIO THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION, ROGER MdNTOSH, MdNTOSH & ASSOC. R.C.E. # 333229 EXP. 6 -30 -16 REVIEWED BY: `w qF ' z - Jwr -' TOM JONES, bEAEA11ON AND PARKS DEPARTMENT tq-Z-0-14 DATE REVIEWED BY: TRAFFIC araNmR oar DATE "a R 1(.4 APPROVED BY. s NICOLAS C. F IDLER, PUBLIC WOKS DIRECTOR, CITY OF BAKERSFIELD DATE R.C.E.j 61069, EXP. 12 -31 -14 APPROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENANCE. 0 �• C4 �- �i LLJ x 4J 0 >I a' QI w� QI �I QI m. >I Q� a� °C w, z QI JI Q' m) EXISTING IRRIGATION CONTROLLER CONTRACTOR SHALL FIELD VERIFY AND EXISTING TREES TO REMAIN ►.vA -41 r%nL l VM aFl nu. PWU/ F%r.MV Yc. SOD AS NECESSARY. i I Pt"I'=KIM! MIAINUNE, Me e h1EAMs I ML BUBBLERS do LATERALS IN THIS AREA \F p "�e.' i � "`sue..,.- u......�....,.....�... �.....��„ �«- ....�... � ............. �......-..,.. �....., a,......,...,........ ......,...- .......�...,..,+Y }YT � ( � } \ M".�,��` ."'. w:. �x. r.+. ..rvay..w.........v..n.+- ..e... �.- ..,.....uw........ r..�.....r..�..rww..�.w...r µ..: vme....- wtwrw... n.. �._. �..... wnw. �.. w.+...• wr... �. r+-..... w..+ a.....++. ...a.r+...........- .u..�...w... ,k.".�...arW.n. �......w+ws� �a..w mars.. r�e...".0 _wi..�+.o-...� m.. w.. r... r...... a." r+ T. r«-. �. W... r. r... �. r... u. n.++ ...�....vw•..+- a.,..�..e.w.ww.� u..eu.rc.r+.�w- ..v�+...+r } ,1� �, ` ......w >n .T+wr +.t. +. .�..++a.• ae- .e.s.e,r+... w.....�- .+- .- .�•w.....ww...�....u+.+ H� +.n r �...... +.•t r GALLOWAY DRIVE CONTRACTOR SHALL FIELD VERIFY AND REMOVE EXISTING IRRIGATION (OLD) MAINLINE. TURF HEADS. 1REE GLEDITSIA TRIACANTHOS VARIETY INERMIS 4 -24" r-ma I II'IV nnil%UaL.nr`r. EXISTING HARDSCAPE J ' W 1­17 W Cn �w w D a o 7-W Lo z+ U CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIME DIA OF IRRIGATION LINE SIZE CONTRACTOR SHALL INSTALL (1) NEW TURF VALVE FOR EXISTING TURF do (1) NEW TREE VALVE FOR EXISTING TREES IN THIS AREA. EXTEND MAINLINE TO THE SOUTH IF NECESSARY. CONNECT IRRIGATION WIRES TO EXISTING CONTROLLER. cwC%MU^ u ■ ©non w nc L.v� r anti. u� zxlry ., tofu - I , I ADJUST SPRINKLERS AS NECESSARY FOR ! ! EFFICIENT AND COMPLETE COVERAGE. EXISTING CONDUIT FOR CONTRACTOR SHALL ADD/REMOVE SOD AS ! ! MAINLINE NECESSARY. ! NO 1. CONTRACTOR SHALL PROTECT IN PLACE EXISTING MAINLINE, VALVES, LATERAL LINES, SPRINKLER HEADS IN MEDIAN & ALL VALVES OPERATED BY CONTROLLER PROPERLY. 2. CONTRACTOR SHALL PROVIDE C.O.B. 2 -24" BOX TREES FOR EVERY TREE REMOVED. CONTACT FIDLL GONZALEZ 0 326 -3268 FOR INFORMATION. !�I I�! PAM P.O.C. & *STA. 9 +59.35 1. y _ \ � w��"." - ,- ..,..�,- ,..»r..r...ww ,. � �.....-•.,...-.,...,.,..- «....... ...............- ,-...- ..�...- ..�..... ..-.•..........-,. �......»;= �.....«.., �..-«... �...,... r,.........«... y,.., ..,e.,...- ..>.........�.,...,.� �....,...- .,...a., R.,..... -,. �-.-.-., a+...-...,.,.»- a....a.......«,..�...'��. --,..� ,......a.�.. ,..."r ��- �v-»......,...-,.„e.. M,.-. � ,- ........,.........,...- .....y ....,... �, •..,. �...., «.,..,..,..a....w.Y � ..«.- �,_..d � rf, r'm ni I nw Y n IVF BELOW HARIDSCAPE AREA. CONTRACTOR SHALL HELD VERIFY AND EXTEND SLEEVE 2 FEET PAST HARDSCAPE SOUTHWARD do NORTHWARD. CONTRACTOR SHALL ADJUST HARDSCAPE DESIGN AS NECESSARY TO ALLOW FOR ACCESSIBILITY OF EXISTING SLEEVES INTO MEDIANS. MEDIAN HARDSCAPE PER C.O.B. STANDARDS TO MATCH NGw L v mpi1Yumc. & CONTROL WRES CONTRACTOR SHALL ADD/RELOCATE JWO ADJUST SPRINKLERS AS NECESSARY FOR EFFICIENT AND COMPLETE COVERAGE. CONTRACTOR SHALL ADD/REMOVE SOD AS NECESSARY. GALLOWAY DRIVE MEDIAN IRRIGATION CONSTRUCTION UVM HEAD VA.VE EXISTING HARDSCAPE ^ DO NOT REMOVE EXISTING P.O.C. AT e RAINBIRD 1806 —PRS BODY HE —VAN NOZ 15', 30 PSI, 180, 1.85 GPM Ex. P.O.C. THIS APPROXIMATE LOCATION. CUT & CAP EXISTING MAINLINE. Q __—.—.-_ RAINBIRD 1806 —PRS BODY HE —VAN NOZ 15% 30 PSI, 90, 0.92 GPM MEW ____— Ono _,,. �__.__—_____—_ �„_____ r_---.-.-_--__ �— _-- f__---�_.��_— INSTALL STANDARD PULL BOX. ---- — — — RAINBIRD 3500 SERIES 11.0 NOZZLE 189, 30 PSI, 1609 0.92 GPM ADJUST ALL IRRIGATION HEADS ON SITE AS REQUIRED RAINBIRD RIMS — B -1402 BUBBLER .5', 30 PSI, 0.50 GPM CALLOWAY DRIVE DEMO & LANDSCAPE PLAN 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE — TYPICAL RAINBIRD 44-1 C 1" (60) 2 PIECE BODY YELLOW CAP +� QUICK COUPLER VALVE Q.C.) �] NEW PULLBOX POINT OF CONNECTION P.O.t i = = NEW IRRIGATION MAIN LINE AS REQUIRED — MATCH EXISTING CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIME DIA OF IRRIGATION LINE SIZE CONTRACTOR SHALL INSTALL (1) NEW TURF VALVE FOR EXISTING TURF do (1) NEW TREE VALVE FOR EXISTING TREES IN THIS AREA. EXTEND MAINLINE TO THE SOUTH IF NECESSARY. CONNECT IRRIGATION WIRES TO EXISTING CONTROLLER. cwC%MU^ u ■ ©non w nc L.v� r anti. u� zxlry ., tofu - I , I ADJUST SPRINKLERS AS NECESSARY FOR ! ! EFFICIENT AND COMPLETE COVERAGE. EXISTING CONDUIT FOR CONTRACTOR SHALL ADD/REMOVE SOD AS ! ! MAINLINE NECESSARY. ! NO 1. CONTRACTOR SHALL PROTECT IN PLACE EXISTING MAINLINE, VALVES, LATERAL LINES, SPRINKLER HEADS IN MEDIAN & ALL VALVES OPERATED BY CONTROLLER PROPERLY. 2. CONTRACTOR SHALL PROVIDE C.O.B. 2 -24" BOX TREES FOR EVERY TREE REMOVED. CONTACT FIDLL GONZALEZ 0 326 -3268 FOR INFORMATION. !�I I�! PAM P.O.C. & *STA. 9 +59.35 1. y _ \ � w��"." - ,- ..,..�,- ,..»r..r...ww ,. � �.....-•.,...-.,...,.,..- «....... ...............- ,-...- ..�...- ..�..... ..-.•..........-,. �......»;= �.....«.., �..-«... �...,... r,.........«... y,.., ..,e.,...- ..>.........�.,...,.� �....,...- .,...a., R.,..... -,. �-.-.-., a+...-...,.,.»- a....a.......«,..�...'��. --,..� ,......a.�.. ,..."r ��- �v-»......,...-,.„e.. M,.-. � ,- ........,.........,...- .....y ....,... �, •..,. �...., «.,..,..,..a....w.Y � ..«.- �,_..d � rf, r'm ni I nw Y n IVF BELOW HARIDSCAPE AREA. CONTRACTOR SHALL HELD VERIFY AND EXTEND SLEEVE 2 FEET PAST HARDSCAPE SOUTHWARD do NORTHWARD. CONTRACTOR SHALL ADJUST HARDSCAPE DESIGN AS NECESSARY TO ALLOW FOR ACCESSIBILITY OF EXISTING SLEEVES INTO MEDIANS. MEDIAN HARDSCAPE PER C.O.B. STANDARDS TO MATCH NGw L v mpi1Yumc. & CONTROL WRES CONTRACTOR SHALL ADD/RELOCATE JWO ADJUST SPRINKLERS AS NECESSARY FOR EFFICIENT AND COMPLETE COVERAGE. CONTRACTOR SHALL ADD/REMOVE SOD AS NECESSARY. GALLOWAY DRIVE MEDIAN IRRIGATION CONSTRUCTION UVM HEAD VA.VE EXISTING HARDSCAPE ^ DO NOT 1' 9 INSTALL PR'S Q DIAL ON THIS TF�E VALVE VALVE SCALE:, 1 " =20' ' M 'J H 'W W W W Q•O U � Q 1 -2�'' Z; 10 0 20 Q -2�'' Z; GLEDITSIA TRIACANTHOS VARIETY INERMIS 5--24" C%MC%Tlkl^ 0.'0`ULVERT GLEDITSIA TRIACANTHOS VARIETY INERMIS 2-240 BELOW BOX TREES, SINGLE TRUNK r-maims nmua%orw-r- GALLOWAY DRIVE DEMO LANDSCAPE PLAN N ' !1 W ' W , I Ln W, L-Li 0 (,() I � <ell LJ + � J' C) < co "WW raw VALVE EXISTING HARDSCAPE rVIC%'nLl^ UA0C%01%AClC v------- 20+00 —I— CULVERT BELOW NEW HARDSCAPE TO U AW44 rYIIQInNn EXISTING HARDSCAPE NEW 2" 0 MAINLINE IN 4'00 SOL 40 SLEEVE NEW IRRIGATION CONTROL VARES IN 2m 0 SCH. 40 CONDUIT NEW 1" 0 IRRIGATION LATERAL IN 20 0 SCH. 40 SLEEVE. BELOW HARDSCAPE AREA VALVE EXISTING MOW RAMP INSTALL 3 EXTRA IRRIGATION CONTROL WRES & ONE COMMON VAIRE AT IRRIGATION CONTROL BOX 18+00 i GALLOWAY DRIVE MEDIAN IRRIGATION CONSTRUCTION 19+00 i IRRIGATION LEGEND � RAINBIRD 1806—PRS BODY HE—VAN NOZ 1599 30 PSI, 1809 1.85 GPM G� RAIN81RD 1806—PRS BODY HE—VAN NOZ 15', 30 PSI, 90, 0.92 GPM RAINBIRD 3500 SERIES J1.0 NOZZLE 18', 30 PSI, 180, 0.92 GPM ADJUST ALL IRRIGATION HEADS ON SITE AS REQUIRED RAINBIRD RWS — B-1402 BUBBLER .5', 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE — TYPICAL RAINBIRD 44—LRC In (6n) 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (Q.C.) NEW PULLBOX PONT OF CONNECTION P.O.C. m m m m m m NEW IRRIGATION MAIN LINE AS REQUIRED — MATCH EXISTING CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIME DIA OF IRRIGATION LINE SIZE 20+00 t %J ccs W � >I j� JI 0 t+ C) C) SCALE: 1 of =20' 10 0 20 40 -A 20 �R��E (3) EX'S nIVG 7-REES 7 0 ?jrA A As. :2:v) fY sub soft ow... sssss. Also clow .4.0 Gwo also on. 3 New low ebft qlso aftlift %y X sss .ss =a-Emomm=lmw as"s mmmmmmmml 40000 sommo mom" 40AEMIM dop OLIVE DRIVE DEMO PLAN RAINBIRD 1806-PRS BODY HE-VAN NOZ 15', 30 PSI. 180m 1.85 GPM slow 401610 aftb :2:v) fY sub soft ow... sssss. Also clow .4.0 Gwo also on. 3 New low ebft qlso aftlift %y X sss .ss =a-Emomm=lmw as"s mmmmmmmml 40000 sommo mom" 40AEMIM dop OLIVE DRIVE DEMO PLAN RAINBIRD 1806-PRS BODY HE-VAN NOZ 15', 30 PSI. 180m 1.85 GPM RAINBIRD 1806-PRS BODY HE-VAN NOZ 15', 30 PSIa 90m 0.92 GPM tti RAINBIRD 3500 SERIES #1.0 NOZZLE 18', 30 PSI, 180, 0.92 GPM .. .. .. .. .. ... RAINBIRD RWS - B-1402 BUBBLER .5', 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE CONTRACTOR SHALL FIELD VERIFY & REMOVE QRAINBIRD 44-1 C 10 (60) 2 PIECE BODY YELLOW CAP 4t EXISTING MAINLINE, LATERALS, VALVES & NEW PULLBOX IRRIGATION HEADS IN THIS AREA P.&C. NEW IRRIGATION MAIN LINE AS REQUIRED - MATCH EXISTING 'ama. Lo CLASS 200 PVC LATERAL j PIPE SLEEVES TWO 11ME DIA OF IRRIGATION LINE SIZE com "Imp sow.4.0.1.0 slow EXISTING DIRT F ................. ------ 13+00 LLJ 4 . . .......... calma ANNO amm gafts, asss, mommom mum on mamolmommomm omm womm, WEEND 6c) Z`vl 0 ;710 :2:v) fY sub soft ow... sssss. Also clow .4.0 Gwo also on. 3 New low ebft qlso aftlift %y X sss .ss =a-Emomm=lmw as"s mmmmmmmml 40000 sommo mom" 40AEMIM dop OLIVE DRIVE DEMO PLAN OLIVE DRIVE MEDIAN IRRIGATION CONSTRUCTION IRRIGATION LEGEND RAINBIRD 1806-PRS BODY HE-VAN NOZ 15', 30 PSI. 180m 1.85 GPM RAINBIRD 1806-PRS BODY HE-VAN NOZ 15', 30 PSIa 90m 0.92 GPM tti RAINBIRD 3500 SERIES #1.0 NOZZLE 18', 30 PSI, 180, 0.92 GPM .. .. .. .. .. ... RAINBIRD RWS - B-1402 BUBBLER .5', 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE - TYPICAL OLIVE DRIVE MEDIAN IRRIGATION CONSTRUCTION IRRIGATION LEGEND RAINBIRD 1806-PRS BODY HE-VAN NOZ 15', 30 PSI. 180m 1.85 GPM RAINBIRD 1806-PRS BODY HE-VAN NOZ 15', 30 PSIa 90m 0.92 GPM RAINBIRD 3500 SERIES #1.0 NOZZLE 18', 30 PSI, 180, 0.92 GPM .. .. .. .. .. ... RAINBIRD RWS - B-1402 BUBBLER .5', 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE - TYPICAL QRAINBIRD 44-1 C 10 (60) 2 PIECE BODY YELLOW CAP 4t QUICK COUPLER VALVE (Q.C.) NEW PULLBOX Mom qftft soft 40100 P.&C. NEW IRRIGATION MAIN LINE AS REQUIRED - MATCH EXISTING 'ama. Go" CLASS 200 PVC LATERAL j PIPE SLEEVES TWO 11ME DIA OF IRRIGATION LINE SIZE com "Imp sow.4.0.1.0 slow ssa�— mum suft sons, muss soft calma ANNO amm gafts, asss, mommom mum on mamolmommomm omm womm, WEEND Z`vl lop OLIVE DRIVE MEDIAN IRRIGATION CONSTRUCTION IRRIGATION LEGEND SCALE: 1 20' 10 0 20 40 20 RAINBIRD 1806-PRS BODY HE-VAN NOZ 15', 30 PSI. 180m 1.85 GPM RAINBIRD 1806-PRS BODY HE-VAN NOZ 15', 30 PSIa 90m 0.92 GPM RAINBIRD 3500 SERIES #1.0 NOZZLE 18', 30 PSI, 180, 0.92 GPM ADJUST ALL IRRIGATION HEADS ON SITE AS REQUIRED RAINBIRD RWS - B-1402 BUBBLER .5', 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE - TYPICAL QRAINBIRD 44-1 C 10 (60) 2 PIECE BODY YELLOW CAP 4t QUICK COUPLER VALVE (Q.C.) NEW PULLBOX POINT OF CONNEC11ON P.&C. NEW IRRIGATION MAIN LINE AS REQUIRED - MATCH EXISTING EXISTING MAILINE TO BE REMOVED CLASS 200 PVC LATERAL PIPE SLEEVES TWO 11ME DIA OF IRRIGATION LINE SIZE SCALE: 1 20' 10 0 20 40 20 1 1 1 1 ui ui 7 1 7,!10' _T_ . ......... c EXISTING DIRT (o po LLJ + z < F_ up) I I 1 1 1 1 1 14+00 ago, ,,a .000 epop .00, aom moo mop ,w OP- C44 coop .wI moo mow C14 1(3+00 18+00 1114 17+00 ............ ........ ..... ...................... ......... . . .......... ............ ro l+00 �--�-' - . . . . . . . . .... If -IIIIIIW EXISTING DIRT 70 pi c%4 1 OLI E DFtl\4 E 0 i mow doom moo o .0. .ww,pwm� mo -7 all 0 Fa ' d' pr) z F— ' j I MEDIAN HARDSCAPE -17 PER C.O.B. STANDARDS TO MAT04 . . ............... P_ I MISTING. ADJUST HARDSCAPE F— 14+00 ago, ,,a .000 epop .00, aom moo mop ,w OP- C44 coop .wI moo mow C14 1(3+00 18+00 1114 17+00 ............ ........ ..... ...................... ......... . . .......... ............ ro l+00 �--�-' - . . . . . . . . .... If -IIIIIIW EXISTING DIRT 70 pi c%4 1 OLI E DFtl\4 E 0 i mow doom moo o .0. .ww,pwm� mo -7 all 0 Fa LlJ pr) z j I MEDIAN HARDSCAPE -17 PER C.O.B. STANDARDS TO MAT04 U I MISTING. ADJUST HARDSCAPE F— DESIGN AS NECESSARY I GNI SEIM 4IIIIIIIIIIIIII. anow doom vommommommompomw 4000 Now _01111 i i OLIVE DRIVE DEMO PLAN IRRIGATION LEGEND: 15 RAINBIRD 1806—PRS BODY HE—VAN NOZ 15', 30 PSI, 180s 1.85 GPM RAINBIRD 1806—PRS BODY HE—VAN NOZ 15', 30 PSI. 90s 0.92 GPM RAINBIRD 3500 SERIES #1.0 NOZZLE 18'. 30 PSI. 180s 0.92 GPM ADJUST ALL IRRIGATION HEADS ON SITE AS REQUIRED RAINBIRD RWS — B-1402 BUBBLER .5". 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE — TYPICAL RAINBIRD 44 C la (6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (Q.C.) ♦ p NEW PULLBOX &lop avow "Op mop mob IRAQ POINT OF CONNECTION coop amppo mapolob 4000 NEW IRRIGATION MAIN LINE AS REQUIRED —MATCH EXISTING MASS 20D PVC LATERAL soap ----�" "' "� _ - _ _ _ ^ PIPE SLEEVES TWO TIME DIA OF IRRIGATION LINE SIZE sow somp.dopown as" Goo It PA �k 'AIN i 7 c I SCALE: 1 =20 10 0 20--_ 40 20 �ge "'.. 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