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HomeMy WebLinkAbout1.5-6369 Ph 1 & 2TRACT 6369 - ECOVILLAGE, PHASE 1 & 2 BAKERSFIELD, CALIFORNIA CARTAGENA GROUP, LTD,, GENERAL' PROJECT NOTES Nu*pto a ; x RIOS DESIGN STUDIO 1. TAKEN 1.R TO RESEARCH APPLICABLE CODES AND PREPARING DRAWINGS AND IS • RESPONSIBLE • , CHANGES TOSUCH OCCURRING AFTER AGENCY jPP• OR DURING INSTALLATION. 1„' THERE IS NO WARRANTY OR GUARANTEE EITHER EXPRESSED OR IMPLIED BY RIOS DESIGN STUDIO FOR THE COMPLETION OF THE WORK OR THE QUALITY OF PERFORMANCE OF THE CONSTRUCTION CONTRACTOR(S). THE EXISTENCE 1 LOCATION •' ANY UNDERGROUND UTILITIES SHOWN ON PLANS OBTAINED FROM AVAILABLE RECORDS AT THE TIME THE PLANS WERE DRAFTED AND DO NOT CONSTITUTE A REPRESENTATIONTO THE ACCURACY OR • OF • • • . THE EXISTENCE OR NON-EXISTENCE OF SUCH UTILITIES. IN CALIFORNIA i NEVADA, • T 1•,. SHALL CONTACT UNDERGROUND SERVICES ALERT AT 1-800-227-2600 PRIOR TO PERFORMING ANY CONSTRUCTION •. OTHER 1 r • ° r • R SHALL CONTACT j SIMILAR AGENCY/ORGANIZATION. AS REQUESTED BY THE CITY, RIOS DESIGN STUDIO WILL VISIT THE SITE AT INTERVALS APPROPRIATE TO STAGE OF CONSTRUCTION • PROGRESS AN OF •R' AN TO WORK,DETERMINE IN GENERAL IF THE WORK IS BEING PERFORMED IN A MANNER INDICATING THAT THE COMPLETED, SUBSTANTIAL CONFORMANCE •. r CONSTRUCTION ° ,•' DOCUMENTS. HOWEVER, RIOS DESIGN STUDIO WILL • MAKE EXHAUSTIVE OR CONTINUOUS ON-SITE • N TO CHECK QUALITY OF • K SEQUENCESRIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, • R PROCEDURES, • • SAFETY PRECAUTIONS AND PR•GRAMS IN CONNECTION THE WORK, SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION CONTRACT DOCUMENTS, NOR RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, •- THEIR OR EMPLOYEES, •- OF ANY OTHER CONSENTSPERSONS PERFORMING PORTIONS OF THE WORK. IN THE EVENT CITY • ALLOWS, AUTHORIZES OR APPROVES • OF r' TO ANY • r. x SPECIFICATIONS, OR OTHER CONSTRUCTION DOCUMENTS, AND THESE ALTERATIONS ARE NOT APPROVED WRITING . • DESIGN STUDIO, RESULTS THEREOF ARE NOT THE RESPONSIBILITY OF RIOS DESIGN STUDIO. IN ADDITION, CITY AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD RIOS DESIGN STUDIO HARMLESS FROM ANY DAMAGE, LIABILITY OR COST (INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS •: DEFENSE) _ ARISING FROM . ALTERATIONS. • •' SHALL1'.D DIRECT THE WORK,1 1 ATTENTION. CONSTRUCTION MEANS, METHODS,�•SEQUENCES,AND PROCEDURES AND FOR COORDINATING i PORTIONS OF •'' CONTRACTOR SHALL BE RES•' • THE CITY FORACTS AND OMISSIONS OF CONTRACTOR'S E• • . • • AND • AND OTHER PRECAUTIONSPERSONS PERFORMING PORTIONS OF THE WORK UNDER A CONTRACT WITH CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY AND PROGRAMS CONNECTION PERFORMANCE OF THE • •. CONTRACT. 1. SOIL ANALYSIS WAS PREPARED BY MIDWEST LABORATORIES DATE RECEIVED JUNE 27 2016. 2. SOIL PREPARATION AND AMENDMENT RECOMMENDATIONS PREPARED BY LIVE EARTH PRODUCTS. DATE RECEIVED JUNE 6, 2016. TOTAL SQUARE FEET STREETSCAPE: BACK OF CURB TO BACK OF WALL= 25,851 SQ.FT. BACK OF SIDEWALK TO BACK OF WALL= 12,678 SQ.FT. TOTAL SQUARE FEET SUMP: BACK OF SIDEWALK TO BACK OF FENCE= 41 SQ.FT. ENTIRE TOTAL LANDSCPAE AREA SQUARE FEET = 12,719 SQ.FT. F-175 1 p''I IN - � 0 5 I . .'� �: � � a 10-3; W-0,11 `i N E.'RIOS, RIOSDESIGN STUDIO, RLA3260, 9-30-16 offlIfAl REVIEWED BY: �Z` ����-- � ! ` l / 7 TRAFFIC ENGINEER DATE Ll LIW. Riom 1.5-6369 Ph 1 & 2 DATE 1 SCALE L DRAWN BY - CHECKED BY J 7 1 - L11 L12 - L13 L14 1 - a 10-3; W-0,11 `i N E.'RIOS, RIOSDESIGN STUDIO, RLA3260, 9-30-16 offlIfAl REVIEWED BY: �Z` ����-- � ! ` l / 7 TRAFFIC ENGINEER DATE Ll LIW. Riom 1.5-6369 Ph 1 & 2 DATE APRIL 28,2017 SCALE NTS DRAWN BY MER CHECKED BY J R10.'S"DES1('o.37Nk” . LANDSCAPE ARCHITECTURE & DESIGN www.riosdesi-qn.com 3805 O • VISTA AVENUE B.. CALIFORNIA 93309 661.835.9259 r r 0 1 MKo SHEET N U M B E R Ll OF 19 PROJECT N U M B E R 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA, 0 NOT PUBLISHED. ALL RIGHTS RESERVED. 6%h6, ftmdo DATE JUNE 6, 2017 S C A L E 1" 0' ®O+' DRAWN BY MER CHECKED BY J NO""l�IWK "! 011"NOIN�! LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNI P: 661.835.9259 ... PROJECT & CLIENT NAME TRACT 6369 ECO VILLAGE CASA VERDE HUGHES LANE/MCKEE ROAD S H E E T D E I S C R I P T 1 0 C t '! � 1.5-6369 Ph 1 & 2 SHEET N U M B E R L2 of 19 PROJECT N U M B E R 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. ........... Li .. .......... .................... . .................... ............. .... .......................... ..... .................... ....... ............. . . . ................... .......... ....... ....... .......... 1411 .. .............. ...... ... .... ................... .... ......... ..................... ............ ........... ........... . . . ......... ............. ........ ..... ............... ........... .......... 0 1 "WATER METER"', B. MASTER VALVE , FLOW SENSOR 16- r al ............................. ......... ...... .................. "I'll ............................. 11 ......... ....................... ...... GATE VALVE, TYP. KERRIE LYNN DRIVA tdtbhoi, Nip 1� IRRIGATION MAINLINE, TYP. INSTALL BEHIND SIDEWALK WITHIN PROJECT LANDSCAPE INSTALL PULLBOX, PULL AND AREA AS PER COB PLANTING PROVIDE 30' EXTRA FUTURE 4" IRRIGATION MAINLINE SLEEVES, ............. .. ....... ... ......... .. ....................... . .................. WIRES FOR FUTURE EXPANSION REFER TO IRRIGATION WIRE SLEEVE ....... ...... .... ......... OF SYSTEM,, -SEE C.O.B ......... .................. ..... ... .. .. .... .. SCHEDULE FOR SIZING OF WIRE SLEEVE. ............... GENERAL NOTES #20. ................. . ............ .. ....... .............. ........ ... ............ ............... ..................... .... ...... z QUICK COUPLER, TYP. P <; ........... Li .. .......... .................... . .................... ............. .... .......................... ..... .................... ....... ............. . . . ................... .......... ....... ....... .......... 1411 .. .............. ...... ... .... ................... .... ......... ..................... ............ ........... ........... . . . ......... ............. ........ ..... ............... ........... .......... 0 1 "WATER METER"', B. MASTER VALVE , FLOW SENSOR 16- r al ............................. ......... ...... .................. 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NE 450' \22.3 [)RIF MATCHLINE, SEE SHEET L4 1.5-6369 Ph 1 & 2 DATE JUNE 6, 2017 S C A L E Ill = 201 - 011 DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDI LANDSCAPE ARCHITECTURE & DESIGIN www.dosdesign.com 4,805 ORA VISTA AVENUE BAKERSFIELD, CALIFORN11 13309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 6369 PHASE I & 2 ECO VILLAGE CASA VERDE HUGHES LANE/MCKEE ROAD S H E E T D E S C R I P T 1 0 N SHEET N U M B E R L3 of 1 9 PROJECT N U M B E R 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. MCKEE ROAD - ............ ............. -.1 .. ....... ..... - I IRA ME 2" WATER METER 2" RP BFP 4 v' 2" BASTER ASTER VALVE AV FIS FLOW SENSOR FERTIGATION UNIT v GATE VALVE, TYP. 2" IRRIGATION MAINLINE, TYP. INSTALL BEHIND SIDEWALK WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L14' W, " fle" Plfffilw REFER TO SHEET 1-5-1-6 FOR SHRUB IRRIGATION PLAN REFER TO SHEET 1-7-1-8 FOR IRRIGATION LEGEND, NOTES AND DETAILS. REFER TO SHEET L9 FOR CITY OF BAKERSFIELD NOTES & DETAILS SCALEs 11" - 20' I"'" DS CA Una DATE JUNE 6, 2017 S C A L E 1„®2'-9 DRAWN BY MER CHECKED BY JR RIOS DESIGN S 9 'ax. w g e `..:,-" LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VI TA AVENUE BAKERSFIELD, CALIFORNI,&--,l 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 6369 PHASE I & 2 S H E E T D E S C R I P T 1 0 N SHEET N U M B E R L4 of 1 9 PROJECT N U M B E R 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. • INSTALL PULLBOX, PULL AND 4" PROVIDE 30' EXTRA FUTURE IRRIGATION MAINLINE SLEEVES, WIRES FOR FUTURE EXPANSION REFER TO IRRIGATION WIRE SLEEVE OF SYSTEW,.. SZ E C 0. SCHEDULE FOR SIZING OF WIRE SLEEVE. .......................... ........... . B. ............... ... ....... ............. ...... ........... .. ........ ..................... ... ...... ... ...... TYP. 2" IRRIGATION MAINLINE, GENERAL NOTES #20. .................. ................ ....... .......... .... .. ........ .................. E.-MCKE ROAD T L'L"BEH'I'ND`*S`I"DEW LK ... ......... . ........... ............................ GATE VALVE, TYP. III IP WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING 2....11 ...... ....... - DETAIL SHT L14. ..... .... p 2 42 7w ........ ......... ........ ............. ....... .......... .......... ..................... . . ............ ::. ........... ........ 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KERRIE LYNN DRIVE* --------- . .............. 3/4 3/4 DATE JUNE 6, 2017 SCALE 111®20'-9' DRAWN BY MER CHECKED BY JR 710,0 IOS DESIGN S TUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNI 13309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME 22.3 TRACT 6369 DRIP I PHASE I & 2 1.5-6369 Ph 1 & 2 ECONILLAGE CASA VERDE HUGHES LANE/MCKEE ROAD -:a aiTA W I I LOA 2, , SHEET N U M B E R L5 of 19 PROJECT N U M B E R 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. El IRRIGATION CONTROLLER F AND ENCLOSURE R RAIN SENSOR 3/4 3/4 DATE JUNE 6, 2017 SCALE 1Y!® 20' —011 DRAWN BY MER CHECKED BY JR R I OS DESIGN S T U D I LANDSCAPE ARCHITECTURE & DESIG-FIN www.dosdesign.com 0R.. VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 .................................. ......... iK PROJECT & CLIENT NAME 3/ INSTALL BEHIND SIDEWALK TRACT 6369 IRRIGATION MAINLINE TYP. R WITHIN PROJECT LANDSCAPE INSTALL BEHIND SIDEWALK WITHIN PROJECT LANDSCAPE ........... - .................. �; � �DETAIL AREA AS PER COB PLANTING SHT 1-14. PHASE 1 & 2. 3/4 AREA AS PER COB PLANTING I DETAIL SHT 1-14. ECO VILLAGE �a � ��{ � ?� � � f� CASA VERDE HUGHES LANE/MCKEE ROAD L SLEEVES, REFER TO IRRIGATION WIRE SLEEVE SCHEDULE FOR SIZING OF WIRE SLEEVE. 1.5-6369 Ph 1 & 2 S H E E T D E S C R I P T 1 0 N Z H: KVA I NO KRA, ilk, Wc SHEET N U M B E R L6 of 1 9 PROJECT N U M B E R 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. ............................................................................................................................................................................................................................................................... . CONCRETE PAD- SIZE TO BE 6" LARGER THAN THE BFP ENCLOSURE ON ALL SIDES 1 30" LINEAR LENGTH OF IRRIGATION BRICK SUPPORTS EXISTING RP BACKFLOW PREVENTER AS INDICATED IN LEGEND (MODEL#PEB) CONTROL VALVE WITH VIDY AND SCH 80 BALL ON MAINLINE SIDE. DIRECTLY DOWNSTREAM OF WIRE COILED -.� QTY SYMBOL TOP 2 APPROVED WATERPROOF t RAIN SENSOR AND VANDAL RESISTANT EACH SYSTEM REPRESENTS 2 (.25 GPM) RWS BUBBLERS WIRE CONNECTORS, TYP. OEN MANUFACTURER MODEL NUMBER F H T Q ...:.:..... iii?-� ^$AJ�.N7 SUPPLY: 3 VALVE IDENTIFICATION 12 or 24 STATION RAINBIRD ESP LXME SERIES IRRIGATION CONTROLLER WITH FLOW SMART MODULE. 3O (MODE1. .D.1.RESISTANT ENCLOSURE. 2. INSTALLED WITHIN # STAINLESS STEEL VANDAL 1 1 625 3O INSTALLED3. 4. •DE L#KCPCSA-LXM E F24) SUB-ASSEMBLY/TERMINAL ST5. 10 1 1 tYf;A:`f 6. INSTALLED WITH - TAG =' (MODE L# KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: HUNTER MINI-CLIK RAIN SENSOR MOUNTED WITHIN SUPPLY �a I • 4 PLASTIC VALVE BOX WITH 66 INSTALL POLAR is 1 r -`:: i. SLIP—ON INSULATINGCOVERAT EACH• 1. •N 5O 88 RWS UNITS TOTAL O S LOCKING LID QTY SYMBOL G r _ 5 FINISH GRADE/TOP OF FITTINGS NOTES: 4 5 MULCH MASTER CONTROL 2 Ac <.,.r ��/� /�/. VALVE PER IRRIGATION LEGEND MASTER VALVE WIRE - BLUE in (2CU.FT.) tem.. P� 3� �y xTa tc ,..'�°ttl 1d8F> So�� 7 PVC SCH 80 NIPPLE , (CLOSE) DBRN-6 WIRE CONNECTORS- INSTALL PER MANUFACTURER'S RECOMMENDATIONS � -LIE -0� ENC 3 g PVC SCH 40 MALE ENGINEERING STANDARD RECTANGULAR SERIES 1015 1 G2G VALVE BOX FOR RCVS & FLOW SENSOR Q 1 2 M ADAPTER JUMBO RECTANGULAR SERIES 1320 lG2G VALVE BOX FOR MASTER VALVE #Y� `z' 9 PVC MAINLINE PIPE • •CONCRETE THRUST BLOCKS TO BE INSTALLED WHEREVER MAINLINE TEES OFF OR CHANGES DIRECTION a Z' �, 7Krc s, ' u 3 am y,y�{�,, gQpjO}pp ;yqt M ." rtpp e�(�'(P OQ. FO-:'b7d6�'D�Y�S E46"0.oTV�+e'�6bF'. p1? (`'l..'.J.Yi,A'.W c+V :SF]G��19.\rS:f�1gf :'L•21C�F C'X. ay�� �r.�,>t�3i'Qyyyii h7>W'> WiP4i- ,. 10 BRICK 1 OF 4 �u (MODEL#44LRC) QUICK COUPLER WITH TSJ -18 TRIPLE SWING JOINT. -s. ENGINEERING 9" • • .VALVE .- • INSTALL APPLIED 7 11 11 6 MIN. LAYER OF PEA .x�.�� _ P.. _ 14 8 8 GRAVEL 2CU.FT. ELECTRICAL 120V ELECTRICAL CONNECTION PROVIDED BY OTHERS L _ rr in n19 CONTROL WIRES 2 QTY'OF A t # ALE: NTS i e4 i s • \ MANUFACTURER MODEL B - ,- RADIUS CONCRETE PAD- SIZE TO BE 6" LARGER THAN THE BFP ENCLOSURE ON ALL SIDES O FINISHED GRADE IN TURF AREAS O8 BRICK SUPPORTS EXISTING RP BACKFLOW PREVENTER AS INDICATED IN LEGEND (MODEL#PEB) CONTROL VALVE WITH VIDY AND SCH 80 BALL ON MAINLINE SIDE. DIRECTLY DOWNSTREAM OF 2� -.� RWS-B-C-1401 ROOT WATERING1 ••1 1 i RAIN SENSOR AND VANDAL RESISTANT EACH SYSTEM REPRESENTS 2 (.25 GPM) RWS BUBBLERS WITH LOCKABLE COVER. HEAT "FS" OEN MANUFACTURER MODEL NUMBER AVAILABLE III 1. I�• 12/ i STATIONCONTROLLER- KERN-• BRAND ONTO LID. SUPPLY: ABOVE•; . •N INCLUDES FOLLOWING: 2O 12 or 24 STATION RAINBIRD ESP LXME SERIES IRRIGATION CONTROLLER WITH FLOW SMART MODULE. 3O (MODE1. .D.1.RESISTANT ENCLOSURE. 2. INSTALLED WITHIN # STAINLESS STEEL VANDAL 1 1 INSTALLED WITH (MODE L#RB9 IQ4602B) GPRS/CELLULAR NETWORK MODULE 3O INSTALLED3. 4. •DE L#KCPCSA-LXM E F24) SUB-ASSEMBLY/TERMINAL ST5. 10 1 1 INSTALLED WITH (MODEL#KCP1 13GR) GROUNDING PACKAGE 6. INSTALLED WITH - AVAI LAB LE AT =' (MODE L# KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: HUNTER MINI-CLIK RAIN SENSOR MOUNTED WITHIN SUPPLY HUNTER r STAINLESS • .- GUARD • •D #: -- BACKFLOW PREVENTER AND(MODEL#825Y) 1 11 RP BACKFLOW PREVENTER (AT SUMP) O5 INSTALL ON 4" THICK CONCRETE PAD WITHIN STRONGBOX SBBC-45AL BACKFLOW ENCLOSURE INSTALL POLAR is 1 r -`:: i. SLIP—ON INSULATINGCOVERAT EACH• 1. •N 5O POURED CONCRETE BASE - Fm ;?i 1.1.112, 1 Is I PIN (MODEL#1 50-PEB) 1 1/2" MASTER CONTROL VALVE; SAME MODEL AND 1 " MASTER CONTROL VALVE AT SUMP 'EXTENSIONL. (MODEL#FS1 50P) 1 1/2" FLOW SENSOR; SAME MODEL AND 1 " FLOW SENSOR AT SUMP REQUIRED 0 15 LANDSCAPE FABRIC- • • • GATE VALVE IRS • •1 • •STER CONTROLVALVE I pI ml will"m !11! li 11• ''m mm"M IIIIM� !: V J SCALE: NTS =J J SCALE: NTS 1 CONCRETE PAD- SIZE TO BE 6" LARGER THAN THE BFP ENCLOSURE ON ALL SIDES O FINISHED GRADE IN TURF AREAS O8 BRICK SUPPORTS EXISTING RP BACKFLOW PREVENTER AS INDICATED IN LEGEND (MODEL#PEB) CONTROL VALVE WITH VIDY AND SCH 80 BALL ON MAINLINE SIDE. DIRECTLY DOWNSTREAM OF 2� PLASTIC RECTANGULAR VALVEO9 PVC MAINLINE PIPE lO RAIN SENSOR AND VANDAL RESISTANT 3 5 6 6 WITH LOCKABLE COVER. HEAT "FS" 10 LANDSCAPE FABRIC GALV. UNION (TYPICAL) ENCLOSURE PER LEGEND 8 8 BRAND ONTO LID. M_ 4`1 Wu 9ftj> r 2 9 9 2O WIRE TO IRRIGATION CONTROLLER 3O FLOW SENSOR, PER IRRIGATION 1 1 PVC MAINLINE PIPE TO MASTER 3O CONTROLLER ENCLOSURE- PER LEGEND 10 1 1 LEGEND VALVE (NOT LESS THAN 10 PIPE DIAMETERS) PER SPECS. AND PVC MALE ADAPTER TO ...-.o.<.-n .....+....+-.:.��'.:.�:-. 44t'=+4\ �. O FINISHED GRADE IN SHRUB AREAS 1 312 12 4O CONTROLLER- PER LEGENDPLAN. O5 24" WIRE LOOP #14 AWG CONTROL WIRES, #12 AWG COMMON WIRE, ROUTE WITH MAINLINE 5O POURED CONCRETE BASE - O 45 DEGREE PVC MAINLINE PER DETAIL'A' ,THIS SHEET. FITTINGS NOTES: CONTROL BLACK G FINISH GRADE O7 6" MIN. LAYER OF PEA GRAVEL INSTALL FLOW SENSOR PER THE MANUFACTURER'S RECOMMENDATIONS MASTER VALVE WIRE - BLUE in (2CU.FT.) AND WIRE TO IRRIGATION CONTROLLER. =J J SCALE: NTS 1 CONCRETE PAD- SIZE TO BE 6" LARGER THAN THE BFP ENCLOSURE ON ALL SIDES 2 INSULATED BACKFLOW ENCLOSURE AS INDICATED IN LEGEND 3 EXISTING RP BACKFLOW PREVENTER AS INDICATED IN LEGEND (MODEL#PEB) CONTROL VALVE WITH VIDY AND SCH 80 BALL ON MAINLINE SIDE. DIRECTLY DOWNSTREAM OF 2 4 4 BALL VALVE /07\5 GALV. NIPPLE 3" MIN. LENGTH 3 5 6 6 GALV. 900 ELL (TYPICAL) 7 7 GALV. UNION (TYPICAL) PVC PIPE SCH 40 MAINLINES TO BE USED FOR PIPES 2" AND SMALLER, SIZE PER PLAN 8 8 GALV. NIPPLE (TYPICAL) M_ 4`1 Wu 9ftj> r 2 9 9 FINISH GRADE AS APPROVED GALVANIZED COUPLING SET FLUSH WITH CONCRETE PVC SCH. 40 SLEEVING- FOR PIPE SLEEVES: TWICE THE DIAMETER OF PIPE CARRIED 10 1 1 (TYPICAL) FOR WIRE SLEEVES: REFER TO WIRE SLEVVING CHART ON SHEETS L3 & L4. PVC MALE ADAPTER TO ...-.o.<.-n .....+....+-.:.��'.:.�:-. 44t'=+4\ �. - :'::°- '-- r•- -p IRRIGATION SYSTEM 1 312 12 12"x12"x12" CONCRETE IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L. APPROVED) THRUST BLOCKS 13 TO POINT OF CONNECTION ADAPT AS REQUIRED .s i fflMj�VD �� � tom, sS SCALE: NTS C J SCALE: NTS A e NTS - NTS am s 'tel D/L7 E/L7 F/L7 G/L7 ■1I UAN �00 DATE APRIL 2..2017 SCALE NTS DRAWN BY �m..y,�..1[;. CHECKED BY (MODEL#PEB) CONTROL VALVE WITH VIDY AND SCH 80 BALL ON MAINLINE SIDE. DIRECTLY DOWNSTREAM OF �zpdpr'.? �`i��yYgW?]'"��`g3.c ow THE RCV WITHIN THESAME VALVEB• INSTALLTWO •D,P--: •i1PRESSURE-REGULATING - - - . • 40 BASKET FILTERS, 11 MESH. DOWNSTREAM AM Az Mom AS APPROVED PVC PIPE SCH 40 MAINLINES TO BE USED FOR PIPES 2" AND SMALLER, SIZE PER PLAN z M_ 4`1 Wu 9ftj> 18" MINIMUM COVER AS APPROVED SCH 40 PVC LATERAL LINE - 12" MIN. COVER; SIZE PER PLAN - 3/4" MINIMUM SIZE AS APPROVED PVC SCH. 40 SLEEVING- FOR PIPE SLEEVES: TWICE THE DIAMETER OF PIPE CARRIED FOR WIRE SLEEVES: REFER TO WIRE SLEVVING CHART ON SHEETS L3 & L4. . .:St::ti'nt..-�Yk4?:y-.x'-�,--'—.—e-.:-:+:-:..<.--.a.,-.-..-..�.,..-.-...—.�. .-r<-.-:—.-n-.ov ...-.o.<.-n .....+....+-.:.��'.:.�:-. 44t'=+4\ �. INSTALL WITH__30" MINIMUM COVER AT ROAD CROSSINGS -- AS APPROVED IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L. APPROVED) #14 AWG CONTROL WIRES, #12 AWG COMMON WIRE, ROUTE WITH MAINLINE • •R OF - TO BE AS FOLLOW: COMMON WIRE - WHITE CONTROL BLACK SPARE WIRE - RED MASTER VALVE WIRE - BLUE FLOW SENSOR - PAIGE IRRIGATION SPEC# P7162D-A-REV8 UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 AWG/l PAIR DBRN-6 WIRE CONNECTORS- INSTALL PER MANUFACTURER'S RECOMMENDATIONS APPLIED VALVE BOX WITH DROP IN STYLE LOCKING LIDS; EACH BOX TO BE HEAT BRANDED WITH PROPER IDI ENGINEERING STANDARD RECTANGULAR SERIES 1015 1 G2G VALVE BOX FOR RCVS & FLOW SENSOR JUMBO RECTANGULAR SERIES 1320 lG2G VALVE BOX FOR MASTER VALVE • ROUND D SER910L lG2G VALVE• ." FORNON—FLANGEDGATE VALVES AND QUICK • •CONCRETE THRUST BLOCKS TO BE INSTALLED WHEREVER MAINLINE TEES OFF OR CHANGES DIRECTION �u (MODEL#44LRC) QUICK COUPLER WITH TSJ -18 TRIPLE SWING JOINT. -s. ENGINEERING 9" • • .VALVE .- • INSTALL APPLIED APPLIED VALVE •, OX WITH DROP IN STYLE LOCKING LIDS; EACH BOX TO BE HEAT BRANDED WITH PROPER ID ENGINEERING STAN DARD RECTANGU LAR SERI ES 1015 1 G2G VALVE BOX FOR SPARE WI RE ELECTRICAL 120V ELECTRICAL CONNECTION PROVIDED BY OTHERS WATER 2" & 1 " WATER METER PROVIDED AT LOCATIONS AS PER PLAN; PROVIDED BY OTHERS. METER NTS am s 'tel D/L7 E/L7 F/L7 G/L7 ■1I UAN �00 DATE APRIL 2..2017 SCALE NTS DRAWN BY �m..y,�..1[;. CHECKED BY ��°y.ury:,.�� 'YTLi�7�Vs`:"x'•RuY�SCY�?�27`.ASF{n?... �zpdpr'.? �`i��yYgW?]'"��`g3.c ow yt9..{.j.. AM Az Mom z M_ 4`1 Wu 9ftj> • �., . .:St::ti'nt..-�Yk4?:y-.x'-�,--'—.—e-.:-:+:-:..<.--.a.,-.-..-..�.,..-.-...—.�. .-r<-.-:—.-n-.ov ...-.o.<.-n .....+....+-.:.��'.:.�:-. 44t'=+4\ �. NTS am s 'tel D/L7 E/L7 F/L7 G/L7 ■1I UAN �00 DATE APRIL 2..2017 SCALE NTS DRAWN BY MER CHECKED BY J SHEET N U M B E R L70F 19 PROJECT N U M B E R 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. ............................................ � ............................................................ ­­ .......................................................... � ....... � .................................................................................. % : ` : I I : I I 0 FINISH GRADE/TOP OF MULCH : I I 0 REMOTE CONTROL VALVE PER : I I : I � : ,I LOW VOLTAGE WIRES, 3 MAXIMUM : � .....-.1-1 ... 1. I 11 � IRRIGATION PLAN NOTES IRRIGATION LEGEND I . . 11 I I I 11 � 11 : : 11 VALVE BOX WITH COVER D I : . 11 : : I � : . . . � 0 : � � : � 1. 'O'lliiiiiiiiiiiiiiiiiiiiiii, ill WIRES PASS THROUGH GROOVES IN TUBE LID TO : I I OM 1\. I � CONTRACTOR SHALL PROVIDE ALL LABOR MATERIALS, AND EQUIPMENT ,;, : @ VALIM, I . � ORM aw Ml;L � ) PRESSURE REGULATING QUICK i 0 : I �, I � � I : I � <��11 . � Q) 30" LINEAR LENGTH OF WIRE, Q .00-1111k, ALLOW LID TO CLOSE : I -Awlilidm. _ " � i I., :i , , , .�,-.:* , , :::�': , � NECESSARY TO FURNISH AND INSTALL THE IRRIGATION SYSTEM AS SHOWN ON 4'', k �..:�,.j *..�.'-�.'-�..,.:",.",:,.�....,.,:;::��...-..-..-..-..-..'*-...........,i:i�:;:I.*,-.*-"",�,.-���..,'��..-,�.-�!�..i:. � x. .... � ..;=. . A...., m � -�� I . � : . � � : 2 . � ., .I..:,-...:.-... �� � I COILED CHECK BASKET FILTER: 2 _`111% , .1 . .. .. 11p.L., -:1.1 . - � � , /01 : I , . :,. � � I � THE DRAWINGS, AS DESCRIBED IN THE SPECIFICATIONS, AND IN ACCORDANCE I Joiiiiiiiiiiiiiiiiiiiiiiiiii, RAIN BIRD PRB-QKCHK-100 CLOSE TUBE LID AFTER WIRE IS INSERTED INTO . k _,_� � � `�­'." I k2.) I I �f � 17 -,.-..'III I I ::--.. Z : .... . .. I I :,,,: k�) WATERPROOF CONNECTORS I TUBE : ,t,� I 11 .... � -.1.1. - I , : , ... . . ._;�-.'�:;..S,.... � . ...".. I WITH APPLICABLE CODES AND ORDINAN E . : .1 . .... I I I :::. . : . ... � I INSTALL I OR 2 AS INDICATED ON PLAN. "I �,��_`:�:::� , .". - ,� 11 I : I. " 1. ..., . : .. I -, . -, -,��'�`�-.:-, :i..�il..'.....".�.'..-,".��l-.".."."."-.'*-�". .-,: : ., 11:1-1: `_ :�%�-V--�..-,Z: `.�'-.- I..", "'::"... �: , .... .::". I Z. : , , ., �_.:, � ., � ." I : . '....., I ..., I I 11%.. ­ I "i 1 3 : 1.1' I,: I."..... -�..---. �Mql -1 : - . (D BALL VALVE- SIZE FOR VALVE FLOW POLY TUBE PRE -FILLED WITH WATERPROOF GEL ".., . --11..1..:;.....-.: '111 . . I 0 : I I I I. .. I I : I DESIGN REFLECTS COMPLIANCE WITH CALIFORNIA STATE ASSEMBLY BILL 1881 G PVC SCH 40 FEMALE ADAPTOR � : I I : I I I I I I : Z . 4 : :0:22:.V211�4L Z . VALVE IDENTIFICATION TAG LOCK TABS PREVENT WIRE REMOVAL ONCE : � - I � : ( ,F) r. - W,-* :G��,�­ (AB 1881) AND THE STATE'S MODEL ORDINANCE AND/OR THE LOCAL GOVERNING - I , w6� 11 G . : .. ,_;"* I * � : I I ...I.- I "* , (D ;���..,',*�,:":.-i::,:::�..:::�:�*.--�'.'.]'=.*'�,���::-.%,.-.�i:.. .1 , : - A ., I ... - 0 LATERAL PIPE : ,". . , ,* ,�- �. I '', I ,-�:..�,�.��.",:�,.-.�,*:���:;��,�,�..�-,�,��,,., -`.�-­ I : ���':.':..,:i:..>.:.%.:. - i,:.� .. ­� V......;. .,� �_;�_:,;. I .,-.!;-��:!:���:;��,�,�*�!.'.�,.�.,, .4.---::,. -..-'-:.:.,x-. � � ..",' � , . CONNECTOR IS INSERTED '... "I'll -�_��*,.!!!i��:::-..'. � AGENCY'S ADOPTED WATER EFFICIENT LANDSCAPE ORDINANCE. : :,". �".` .i�,'.�� I "' .:::.i: , � , I,, � : . ­­ �" �---"` ".": , ­ , .. - ,%`.%-N`!�1',',' I 1.�.`.'1-1. I.' , ,�: ", :*A_ .., *.!: I....'.." � : I '..�.'.-�Ixl :�.,��,---��;­.`:�.� . . � : . I . _- . 1-l'. � _­ ------1x-_---� .1 .. .. ... . - I � , I � .... .,,-, _: ,. ,::.: : 11 . I I I , .I.I.-I, L=_ -11'.'.-1z. , .:,: :�'::::. :, � : I � � . ..., V � PVC SCH 80 NIPPLE SCOTCHLOK ELECTRICAL SPRING CONNECTOR. : I I '. � : � I . " � : �, I . I & � I....'.-., � , 11 . � I - \ E r�2n­ N Z:! 2 -0 0 Q : I 1: I I �� �. ,,,, � DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL BE RESPONSIBLE FOR (D / : I;z_ I .. .. 11 - - - - - _.. � .......... I . .. � (LENGTH AS REQUIRED) WIRES SHALL BE PRE -STRIPPED OF 1/2" OF THE : " . . - '.. � : I I --..-.111.. : � I , � - � .. - : ", :,:,:i -.-.-, .- ,-", , ., I % . - - , , " _'­�­ :­ Z , " __---.-_-..--._- .-I. __ " %, % - ... 11",--i", ADJUSTMENTS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. - I'll 1, " I., ­' \ ..". _11. .5'�..._.-.-._i - .-I- � -;----,--, ", - ­�::, 1. ..'..'.....'...... �;�:�; ­... - - - � '\' , ...�­�­­ 7u - .1 - 1, I � � � ".. ,_ � I - 11� I I � � /11 � .. \ \ r......." / I I V_ 1-1 / 0\ 5 : I - �, � .1 . I . . . . - I .. 1� I '.1-1 / \­ 0 PVC SCH 40 ELL : I . .. : �� I., � a Z � I I . I : � CONNECTIOR. TWIST CONNECTOR ONTO WIRES : . - � ,� . .�. I... ­ .. ..."i"'. . , I . � CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR OPTIMUM \ A : I .": t � 7 � 00 A,li'llillilill� : . 1"Au., mxwww , , �"._ %- ummm- .*m 1 'W 1 1 1.%... � : % : 10W , . ww-%&�Wxlli 4 -,1,U!1! .1 � : 4M @.' Z Z � - . : � .,�6 TO SEAT FIRMLY. : Vr`r�tMaftm 11 . ..... : � 6 PVC SCH 80 NIPPLE : 'I.' wm"Alll � - ­ (i��451 Irm. : k PERFORMANCE IN ACCORDANCE WITH THE SPECIFICATIONS AND TO PREVENT : - � � I . ..... . OLEVA ON. 0 I : . �, . I * ­ . : � ­"�,-�,, ", I . .., �-­��,--,,* ,,­­-.­.'.-- . 11 ----_2-- -.-'.-.-�----�,.,::, I I-- : jyl� -;--,;, , '.., - -..�q I � . : � 2A1lTAM-."'M1.P%K1WU_ W -Am - .. .- : ­:;:::o�,,�i...�,:­: 9 (2" LENGTH, HIDDEN) AND : OTM.Ovkvo.wil�,��1W.1karl'A�wrl.. ��.r;�::.?�..,ii, ,'�_:� %1-111 I . :1 � OVERSPRAY ONTO HARDSCAPE AREAS OR STRUCTURAL ELEMENTS. THIS . ...,:. ..,.,.I ..." - -.Z.�:,-,:!,,,,.,,` ",,%�... : � SCOTCHLOK CONNECTOR AND WIRES INSERTED : ­ � � � ".... -- I.-_:" �­I= �_.,. ; � : - I ...1;--:­:-.:....:­�-­/- � I ..... 5 1 1 1 . I - I I'll I 11.1 . � � I I .._: : � .. : :::� . . . . . . I � - . . 11 : � : & gil zmf%f am"M �m Nw, � 11 I I . : � � � "I . . . 'O'lliiiiiiiiiiiiiiiiiiiiii� PVC SCH 40 ELL : . I.. I I I I I . � SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT ACTUAL SITE I - : I INTO TUBE UNTIL THE CONNECTOR PASSES LOCK : � M-W�Z%k�R&W,V.Mllll$t*'�*�114�Q&�* .. *A_ . : I � 1. .1. ... -I.-Il. � . -1. : � 11 Zvoll 10 1111 : � I f "-WM:.*F, a "-: `01 0`1M MAV*W. . : , : � . � � I .. : � I : .:.... I : � WIMA-M 0. *t! 4VAIMAWWW'If - 11: A - . ,� I I � '9;_.11��.'.: --.:;..: I .I.... : � CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO . . 1� ... : � ___ - � .:,. � . . * , ; I I., .�,'­-;,�,,'��.�,.�:.�-. , , -.1 � -11 I � . .. � ..."'. . � 111, �� .� . .,. ...:. : � .�� . . . . . . . 12 PVC SCH 40 TEE OR ELL TABS : I 4F W&WMM,f�%.k,"OMIOI.M'ttn=Cazftm��MMN""�, - �,."":%i::::::,�,�::::�i��::.-:*:.:,i;...'�, :: � ., .1 - I-, . . : . I .. I - I I I . ."..... ,.:. " ....1. .% ` G : I I . ,-�.; K .. I � � � I . I 11 : 1: .. I... � I 1 ­ - : .k . � '�-..' � OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. COSTS ... " => : VVAVU?xa��NMATOIVMW. '::.01 .!, �,.­ - .,:: : .:.:.... . *,`��-.. . ­.. - � . " .. : I , . . , ., '...., .. . - . ­ I I.... � - .. ..... � . .1 i ...... .., _itE ,:iE!!!: % . I � III I I I : 1�. �Xo .. ... � I 00"A�010� .... :,*-1'... . __� .� `��',� . , �, (D MAINLINE PIPE __ : MUM.\ftk�. - . , F -M MA -1 "6� � I :: � INCURRED DUE TO ANY ADJUSTMENTS FOR 1 00% COVERAGE, INCLUDING : ­.­. -1 I-' . , ! �r : I I I - 0��; I ­. .1 � : .1 . , I..." 1 ,M4= .,. .1. � 1. I Z . - �O C�) �� : . � .. aml, AW% LM� iw 1M_ M ID45iilt ...... . I � . . .t.-�Mimw C (�� 000 00 1_\) � NOTE: : '..... .. . .. 11 � - 1. 11 .. � I . . � THOSE REQUESTED BY THE DISTRICT'S AUTHORIZED REPRESENTATIVE SHALL , - : W.MMMMUMV. MWOU ., � � : '�.-i�'�,'-����,�'i'�.�*.",���i..:.. i . %. : I I I F C,) 0 0 cc .4 IM& .. I �;: , � : , = - - li ,� `�) . ftm I I I W1111 � , ; "". I � . I I � `�� 3" MINIMUM DEPTH OF - : . . � ",� , -1.,WL I... . I ,� "i �:� !:��:i��:i�i�,��.jj� : ,.. : ff-Iiiii a... M. ��:�16::.,;.%,.... ��, � 1� G WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. � .. � _�'­,�, �&�=':- -% s-:,:-', BE THE RESPONSIBILITY OF THE CONTRACTOR. I . .Z_i�i. Z : I . . I : . � I ..,_ I , , � % . .. 1. , . I.. .. I . ... - ­ � , I : I . 11 �� . _� .. 4--1 1 : &," &01� �=. I�W 04" % "I a N I ­­­..... ., ".1 ,�;-W. I :; ; . � : .:�_ _. . ," I I . . 16 X" WASHED GRAVEL : A�t ....''.­ 11 1. 11 ,[ �... �, .1 I , W, M"I'li0i'l . . *.. : . . I'M vlk� .11 ... � I .:..".1, C �, OT&4�rw- -Z�ww.. I .. . ..K i , � __ -, � : * , ��� 3*:P� : em ...... I KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE : � I I '... I � ..\. I SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE (P.S.I.) AND A : � 7willi'Xill":7 _: � � . I .. ,'_._,�, _." _._ ... - , - " - I : __".M.. �.T. , -7 1 : ...75 .:-i::i:i-":.,.-.. ­ 7- , I I .. 17 ......7177'... 7 PVC SCH 80 NIPPLE, : . . 11 .-*.., 1. . � I I � - � I., I I I I (D TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED : :�`X. I MAXIMUM DEMAND (G.P.M.) AS SHOWN AT EACH POINT OF CONNECTION ON : � %�,:.. 1. - � : ; . I : '�.,­ I CLOSE : .., I . I Z PREFILLED WITH GEL. : I I THE DRAWINGS. CONTRACTOR SHALL VERIFY PRESSURE AND DEMAND AT : .1-1-111 . . . ..................................................................... � ............... 7 _� I ------------ ---------- I . : I I I I : � I C 1: I � . I I , , , . . . - � .11.z .. !�, . % I ., � pmv �_ I c NN S ,I � , 1_, I . , , � '. , I : � . I I., I , I , .. . : . 0F'B.A'.K.r_!..11S�F:1E1D. EACH POINT OF CONNECTION PRIOR TO COMMENCING INSTALLATION AND : .1 . . , 8 : � I I ,.A T �.r � , * I I � � :1 , DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT (2 - 3) ; � ------------------ 11 : - I : . - - I -� " - I , -1 ` KU I _­­ "K I SUBMIT SUCH IN WRITING TO THE DISTRICT'S AUTHORIZED REPRESENTATIVE. I : I DIET IL&FOWTRR� :BLX.*X.' �. : .. . ­.... .. ­.-.�N ... ... I .... .. ..... .. S I : I I I 1 13 #14 OR (2) #12 PRE -STRIPPED COPPER WIRES. LARGER WIRES OR GREATER : I I 11 I I I . � � � I I I I I 1 15 : � ��_ I :i I .. I : .1"TANWARD, I , IF ANY DISCREPANCIES EXIST, THEY SHOULD BE BROUGHT TO THE IMMEDIATE : � 11 ­... I I . I QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE : N,.A't',VNW 1 14 : I Z I � . I I : - . , : '. ,.. , .1 - ��­�!!!!!!!!!!M!!�� . , , � 1-�­ �3,., " X ,t5 � :� I ATTENTION OF THE DISTRICT'S AUTHORIZED REPRESENTATIVE. U, I I I I : 1_ �,Prg_lll 11kib.�.-1..11`.X11-'�1.*X .......... . , A`�`:il L,' CONNECTION. : - I I I ''.: - -.1-L'.....-ii., ; 11 I I I - - I : I I I I I 11 � � : � : � : � : � I � -1 ... � .... ­­­ ............. I ................... 1.11 ....... - ............................... - ... ­­­­­ ........ � .... - .......... � ............. � ... � ................................................................. � ..... � ....... � ..... ­­, EQUIPMENT SHOWN IN HARDSCAPE AREAS ARE FOR DESIGN CLARIFICATION DRIP ZONE VALVE ASSEMBLY WATERPROOF WIRE CONNECIPION THRUST BLOCKS . ONLY AND SHALL BE INSTALLED WHENEVER POSSIBLE WITHIN PLANTED SCALE': NTS SCALE: NTS G SCALE: NTS AREAS A REASONABLE, REACHABLE DISTANCE FROM HARDSCAPE. UNLESS OTHERWISE NOTED ON THE DRAWINGS, CONTRACTOR SHALL INSTALL ... � ............. I .......... � , : � : 5 : .� WIRE AND PIPE UNDER HARDSCAPE AREAS IN P.V.C. SCHEDULE 40 SLEEVES : '. : : I : .1. : : : I : : s : t : � 1.11 : - � : PLACED PRIOR TO INSTALLING HARDSCAPE IN ACCORDANCE WITH APPLICABLE : - ..... � I I . I I : --- ---------- __ � : � ............ M l?"W".1- � : : . I 1: I � � � I I . I I ­­_ ... - ------------------- � : �. : I m : I �. . : : . I Z : -imsow:4 I WOUft, UOTMS : � . I : I : n,ft .M. s . 1, : I ill .... � . m : CODES. 14 k � : I , - . : �.. : I � : ---------- 6 ..... - � : ---- - , �� __ . ,. 4'...- ,,,,,,- Via 11=1VMM-:NAA,1ftM:XM : � .. I � . . . I I I � � .. I � I � : i ?140m4s .'' - -.� I a. I I ,.I,. . ''I I ;.:. .."�,' . .. � W . ''. 1 ; I .. I .�.�.,::.:..'�,.:,� � : I I . : � � !�ll'��":,."�!".%'�..",..,"�.%*.'.. ­11��M .. : ;_&"W=R*,XWMWillWP.�_, ,Umaw 1. : I I . .. �, . A �� :� , � : ­ . ------ I � ; J. Z ..:!.T I � I ''" �.4." .... .. � , . � I .1- � : �=;6�j �:-:-: g"-' -- `%M'N' WRAW-rw* , * , I � : t �4 1 - W.R.'.0 " k'� im ,W-*-*Ax4_ M. �W..�C,nm..,�m-wki..,-. Z:! ii "', , � � � '1'1� - I - .1 .. - � : , : . , *1 ! 1� , � ,�..N. ; I :. I I I Mr-i.t 1k;�llm�l$".:P.K�n.-MI'ti="".,�F ....'.. , I : .1, I I � WHEREVER POSSIBLE, CONTROL WIRES SHALL OCCUPY THE SAME TRENCH . " ! � : .',�g,�:,,imm - % I : 1!�_`..-�`�!. :* K:��'-*`�' I. It . - . ­ ... .: . � : I � , . "' : OWIL K" : '_�"= 49,P"Tl.,%,ENt.-IM.�!gft.%,.*,,�l: I... �, i'L:!i:,".4 - 1$ � i I*.".- - *11-�Ummul WWO�WM14*-, ffWftd4 , :� : : � - , 1. � �N" li-_Ie!,�'1-1. : 00./11�, ., - *8i �, ­­ .I... .1. � -1 -1 I'll ; - . I I I .. - - % : isru=.- I'll : `** 4 ­- i-.,-,.,-,0 ` .,V6 , . I ..... I � . Ill' - : - IkAV AWIMOM AM W..k= W,,-.ft:MWaM : - -§" 14W4�;Xww "' _., , � : I - " , : � M, .: le 4, * X.".. M"i I - � � A- iii�*.-,] ..!k ftX*0q.W k ; :"*-: - � -.9 I ­ "I : I -lizwkwMA M.M., I,- _41. 11..%��i�?., 1. : '-�-- .... I..., I I I I � I I AS PIPES. : wt-�'MAk3l, * -i' � '. .. : :, !i. i�.-%�%�,�,".i��-,�,i: _4 A '-.*to : I ,W,-,= -i 1,� �-,Oms%lm-i�,�*"-�� '11"',., : :�,:j:�::�j� C11 : I ; :., - ". � : . �.`.i*"�::iil�i ,%,.. I I �.. ,",,`� A*W_WVk.1.Wa=V& "6MOV. fW_?W9=M .1 � i - . ... �, : I I "' m�el.lvlxysftf,*OVAL�B�%k�w:wwiw.At��, :. ­ : :,x :,-i�! � , - - I . . , I �. � � : : : .., li"�MWWXV_ " � : I �.� - -km 3ill �__i�.,.��­._... . .. - . ".. I : , Wil �. T . 'fw���. W.IftLa : :15 - - . I . .� ... I � � . �, I. ... : ­ I � ViM I � I : - -�,wuw ..,\' -�,W-mlnx � , I : WW4"VWMM .W.1�� _. "" 6fe a*1Wt4.":.,_.,N1.1 1, ��, t'.�.*,:,�,-K �=111"_ -Iww. � : �l` , I , - I 14g : W "11114MI-Illw" 1 4 : ­t::.'�,�.-�,.:X .,-..tR . . - '. - I : ,MIKAW, -,'0Mr-,W_M � , .. k--- 7M, Ali"; Tw MOWN � AV f ii _11!ll M11W �1*6 111 - � I : - , : . . I - - _'',_ Z : . I OL§Mw.---�hl I EACH CONTROLLER SHALL HAVE ITS OWN INDEPENDENT GROUND WIRE/ : . 1-) :.;��. &�. � w.-%..:rw_Wo�l . ,��M , *M'.1 **4 LMA,M:rAW_V- ","I'a :j1-1.-`-_61 U."_ 11,; IORI� � : * * . .... . , . � ...� , : , .. � I - , 'r Z . .... ... 11, i - . . : ��wua- .- -* ., i.m.m, m� : . ..... � S * , * - - ��,M- - : � vw it" I I ..:::;�� =.MV . -AN MW ... MW I � I : ­­ � ,A, rmm. , - , , t * i 1. : 0 IiiW I I - I., . . . 11 " � - I - - .., , - 1 1 5,4�.F01;,:P, V : , , I . . I � : I 0m. avu M U§, fl�w �m a�mm. , , ­VT-:.�'Il. , V*.:k,*"N.,W.*.Ml�M'.�A.M'��klm:: I � : I I � : I ft 9, %;j;6oi:l �NAI�IIAXWW xs, -&-,,l' I GROUNDING ROD. : 0y. 4�1�1 W>V=%k1 K10 - ��. ...,.., I I � : , wn.W..&sPC-_ -MA",Xl�lw_l�4.�-O&LAft�:kikb�b�N�, : 31i:l , ":? . . i : � : . Z Pw . N �?� * Pf'W"Mm W�fAm.,W kmwt � : � : mklwl.�W:4,7 * , I I : 4.AL,ftt-."��11,hwwl lit � : � I ­ IN= I I : : . . .. �.Wm�t. � : I 'X%_a==___ VIWI. �A� MOT , V * '.� I 1 M6&wm, � � - MW.. W._**WU,MAA,rd.1V,*b I � % : . I I . * I : . : 0%W00".1-OVIAA " �� i : . �1- � . W12WM1.:*�."ftft : : . � . % "011i MW_1Xr444 . .. .. � : . - I : : � : ,`�i:�;.­�� . : : ��.VM%M,wmw�Ne,-MN,5w,;k):�hm-.*: � : .", ,�* ...�.,�.�,�:��§,�,�,�, �-.`�`�'�>`.'.,*i! .3�,�i,...,.,--.- 10.0-NOMMM I , .,� . - - : � ,. � SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE .1 . .. I I . I .. . : 11�0 sfft�, *Ww"tor-W. *l ffam A- sm : - Rl"11131l�=M*M* : : � - � : I ; I&Tmff �Mt Mk 9�m My MMW_A�_-T ­..11� . I � � : q ­ � ­ I : ; I �_�.e- ftwokkin .'.' � I � - * , .1 .. - - � - W-0 M. I I ��._� '. : _.�, , 41= -Pm�,.*WWAM *M:.,kW:,AP04W' M. . �Amiam � , I : _�_ -, : - I � 111-11N, 11" .ii��:_, , .WM . BOXES. CONTRACTOR TO LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE :� ........ ... �:. I . : 11N�4�. 11 ... I.... 1..'_4 A : : Wm - .., f � U I � ! I . : :.--- :. 4T,Loall MW1W4ll`#&*0K*N&&Mab*a_M : . I . -11. . . , , � I �: �*�­­':, ' - -� ..... . . ----ii- . lz� - , : : � :,:.," .:",. 1. � 1, , : L1_1K=4%­VW . . 10m"tau"tOWM� -0 ?-.1,5., -.mR ii�--., ,..., � ; * .: , �1: , - * I Va0mallill I I I * , , , , " I I ! 1X"11*M1�=._..._._."..1_ . "'.1 I I , - .. � I, -�_. I � I I � : I "...- � . - .. -,!�i�� WXAI,a I-f,ft *00== I'll" 7_, "', ��-.'_�;:�- i�­ I I I � � Z AND EVERY 100'ON CENTER ALONG WIRE RUN. TAPE WIRE BUNDLES 10'ON . : ** * ** .,". : "'j. .0. : � , ......: :­' q : -Y'll.': . I . I I ..,-,:, ��i�� i , , k -�` - _._ �`i�- : 1 1;�xx,,,i .. ..... t - R I .... * . . : _W �m -��W'x",l �X - .. - 4 I .1. '­,Xl�� tvall.Om. *W�A10�.M.0m.01AMWWWK : 400lift"= , _-�, �. : - 1::151 -, .:I. Z ._,. . ,, ." -,- -�� >� - �`Z� : ... . ..-...%� .. ........ ,'.....:1 ­_. I : . - . : MCW `1't1_�2-.;AMW1:1`1W1W.1Z1 - A -'_"'� ., � ��,' Va-"% � .,w . M M L ft:Wvt� , . , � .... I � Z : - . - 1. . . ,��*-;if�- � : 1. ..... - - - I I . � I , s I �� -- - if . : .*,* 4. , =;W � i I . I . ., I �� awlsw, : w �----.-�, , . . . . . ...] ". : I - : 1:,4"WWM11,AW--K�M,0W­"N&1 w1i'" I ii -�,-, E-'i�*. .1 �ill CENTER. NO TAPING WILL BE PERMITTED INSIDE SLEEVES. : � %A&=:Pe,,.�� _!�,,% � ,_ I -,'� : I ",""I'll", .. - 1, . . . �,_%r kl� I . � - :��.-,*.'.. : .. ' " ' W45P-W. &I"'-, , : ..'.*., ..........., %­:: ., ... I I - . : :,F'A.i_Aij�,�� ,4,V,V , _�, I .1. % q , " -, M = MMMMM I � . .....:. X., : � � I ,,A� ' . � �� 4 1;:�.-.': � I .. .. , ,.�. - ,� '':, : ,.�� ` ...* � . I . - I ."... ..--.`.-.,�. I.-,.,. .� . I : .. . . . . . . I. I . - .1 I 11 11.1111.1 : ` , I . - . . ! I . : � I : I : I I I �� :?*,�:immvw,�M�"V-WA"r.",*Am."Ft4,G�MMVM, t .1 I I - � . : � I �.. - . - � 1. � : D , . . : _%11;`1M�11;lW1!01:�1' V "Mmim, , , I . I I I I , . , , "') : &M ` ". I -, .11- - � : I ; . , I I .�-.`� I V�i�.:� � I t : 01"01 _klm: �� **W_a,e,Nus--nWPW",g 6-mliii � : (� 9���. :F=9-- M. WIM 1',>,M1 I I I , .. � =",�.11"! i [--'-.�I�'ii. I 11 1 KHW1111SW111W^119M "M"IMSA : : Milil � , i& WWI K N"M 1ki . � 11 , � : .1 , * I � : : . --1-----1- ­­­.. - � : . I.Wnwomankhmem- : WIRE CONNECTORS SHALL BE SCOTCH DBY/R-6 OR APPROVED EQUAL. : IM . �:�.�..-.�.��- �0�1.*.� I itmmgx � : , � � .. - - kAN1.1 ..:,�*�..."i��'t.�,�",,P'�"Ta��N - -1. : "11�l��-...-- - �. : : . ., - " � ''.. � - .. Z*�.-%' - �, - ,:-:'::� I ... ­.... t � % , "y - ", ., : . . : - I ko, � - � 0, .-'*"' .1 � � . ; ­­ .­: - - - I � r_� I : . � �::. �� , , - . . ..%M.� - - "* ..--i t ....MT, , I %­ : :X�,;�-.�'..,.., ­....., . : .1 .;=..�­k*�;�Iv - Z _,.�.,ii�_.... . I I : : .. ,� I � " .", , ;���'i�-.1�%"";�'�*"�.,���.1%"� ! Wn WMM ", � : ..�% " .. : : , , , WOO" � I . . I IT - . *01"ift - 1- ::: .: WO , . � : ., ,:_- --------- ,Y�MM�Iw6ikl "i : M 'i , , _ : ,. ­ : Paw Kftmft MT -a fw, mwsl� R= M�w I � RCV . '�, I :.. � ­ . . ... Z ... ..", Z - 1A.3 . . , � , , I . . I ­ - - �',� - , ..., . ... - I I , , - - * il � nxv I : : ­: I 1. � .. �, � : :.�." � �� CONTROL VALVES SHALL BE SIZED AS DESIGNATED ON THE DRAWINGS AND .. ;��::$ N, .,�, . TU - .6 IV. W& . � . , : - , , , k ' : .- . * -g � : � -M i .-I , : .*. MW W. ) hA=:,mSe � I - I : : A:l� 'A� ��. .6 _ _��t 0---\N1 IRRIGATION �'-]. - :.,.: i I `�. " I . . . , � �Wlllll � EF. � , � _,�'. L � I � : I - ,-��ii " - - 11 - : . , ... � . . ... � -.... ,j 6.5 : �VA* �':�I��` . . - I , I : I �.%<�.'..* *;.�,-;ii� ­... Z 0, M� I MT# W. - I � : : ....'� : INI�� %1V=ff"= . � "i! .. SHALL BE INSTALLED IN VALVE BOXES AS INDICATED IN THE DETAILS. BOXES : ll:* � : "_ V wll�l -Z2X1-. I - ,-,,A.,.l w 5,_� �.. I � , I I -, -% . , . a., = U.. k 1 _�ii� _X,:;._�i! ..�.. �. : . �., :1, : � ` 1, � . 1-111W 11; �x ,i .11 I 1'1Z,r,__. W, q 11 : � � CONTROL VALVE , 0. : 11-11=1111 � : 'N . I - -51".. � = CC] : tv "' �ig�. i :,:.�,.:i:�:j:lz,�i:.�,-�:i:,�:i: - t . , "', m"..'.... `�_ = : � : 6-1 :Wx : : I : I I .1 , . , , MMAR", �lplipw � : .M R, , - . ,� , SHALL BE SET FLUSH WITH THE FINISH GRADE OR SURFACE AND . . � - W" : I -1 1. .1 � 1- 11 I . - I �, .. ... I m /01-11\ VALVE BOX WITH LOCKABLE ;A1., .� .... . : ... .. ........ .. " : '... - , . : : ,�. ,% _% __ . ,V;-"�kw,�lu;.&m��:%U:t��. �_$:,.. : � '�­.. 11"'.", :1.".: ."', .... .. : I � 11. ��O V. Kau= � 'I... ,�' , , . ....... �.. . . : � : � 1. - .1 . : - ft, . ........ Al� : I . : : mik, � , . I . . . Z : AV., Nma- M -W, m M -M. V: "t ->W., ,0& ..:...,:.1;:�1:­::­ _.­ : 11iiii. j, : ..., I 494M k - ,,�,,1_11111­11 : � ."'!:,... � . . #A�%:i:�:�:*:­;!-�!11, ..... , �,., .. : �r.-A=:rA=.:.-`N2.=Al ­. :l .. .11, : I I �.. - � � : .,.� � : I 111� : ill : I 11 � :1.1 : � .... .� ... r ­­­_____. : I ... � � � � . ... : I . q : -1�1,-.."' I ...".I.N.:�,�::. 141, �. . .M.�' ,,,,* , : . , . , - t : .:, 1. =W&A.W� � � . , ., � t�U_WW W :;Z=*0" IKALSW : . COVER PERMANENTLY MARKED WITH THE LETTERS R.C.V. AND THE STATION NUMBER. .1 , . : .;1%, "" , 't�,I_.N I ..:, � I - .- '10 . � : I ­ . . - .-I!ii!! ��� . i k.`.'--i,'.*!i�:i1.' : lmb.Mo - �� . ,.� - -vis- @ M : --� - ... V1110M � : : ,..! *i &,rumt ., A 1. '?�:::��:i.�:::::�i.�:i: : .,i lostellic'W"n%. � ---- : :ii::�i!i�:ii:�::�, - . I : '... !r*, : I I I ­..., ! � : I . : , - : "M.V�ft :;�,.�i.,* ;,'....tW!M.l m 1 X7 : 1, ��� ­,_�­ A=<=*=VkA : : �� - :­ � : - . .. . I - : ';:�.: -� ....' 1* PIM =.rrl�ft : - i : " � I I : : WOW * .V I A tn � 2" BRANDING, PER THE � � : : . t 1 - 11 � ,4( \ill MW : ­��` N � : .- : �.- QQ-, Zilli _kil I-, Mi. a-Aw I : 9 MEM :.,.., . � : ­�­­­­,,%!, .� : I : : 4 4& *"K: M.,Mga ft..-.W,?X,f.=.WM,:K%34�, - I'll, � .I% ra'"M � : �, . t THE BACKIFLOW PREVENTION DEVICE INSTALLED IN THE PREVIOUS PHASE � I . I - - I I - 1. I I I I � : � * I . -, %?VM : .:, � : k I I , * � - I : M I I , ..�:� 1 A4,iiiiiiiiiiiiiiiiiiiiii, ...., - - �`z:, -, -1K�` - � : I ,w..i:::;*�i�� I V! " ­ . "I' I 'I- MIX : ,::7�m,&;�zm,-�wLkWA�--Ar-S,�W:Wd,ZAIW:nxA,kv:��� Oltw"W­�,W'. . I : IRRIGATION SPECIFICATIONS. �!*�,,�,��,�i-,�.-,��-..�;ii�.��,,i��: iiiii��i�-�iii-__,..'.%,,` I . .. ­.. . , I.. - � 0"in - I .. - ­aW. 1 Z I *...',�'.,.,..''-."1 -��,l � I : , ,��-­ .�, .l`%-. .., - Atzk OW" & : : - I I � '.. * : -ARMWIM 114M ..'.. .i . . . . . ..M - � . : I I .1� 11 . I ,,;. ............ IMAMMI'M :r. I W=�_. . I - ----------- ... . : .. �", :: \, �,\., ­- I I ! : .: ...". �� , I $1=rV18=01=:= ,� 4 I -, 101W$ _, , SHALL PROVIDE BACKIFLOW PROTECTION TO THE POTABLE WATER SUPPLY. : .�w . . ...'i , . A...... 6 , I � ... 9 � : Z : �WMMW_11'114=100�1, , � /1"i W"M : X I 1�. �, I : W11 1P �k"��IMIW $ IN", "M I �_-'_ �-.­, � K 3 1 _ : � .. M.2.4 7. .... ­�­­_.­­W � : � I �,�.� : ... - -4 - -� _1 . : � � : - , , �:� I � � � I . X ,�� `-��* I . : K lov,m war M M* wi.w Aum W_ I .. 17 - k.2) CONTROLLER DESIGNATION I I : : -W.A..M.M ,:-i�`X 1, i .. � : .� : . ,�� I..' , �-,.. MUM : : -,:lWW:Mq I.,. ,_ : I I -1.11.11. � 1 w4l� "Jimma, wo, -,�M Tim" Ar I � .1: � , , ::i 1-11.11 , , : I I . . . . "O � , , , ---'--.- ... I. . I. � t I .11 ... 1. . - I .1 ,W*0,.W.: - ...." 1� - �' I .� $`l 1. 1. *wqul � : I ..1. I ...................... .. ... � : I ,:.� .. ::,. � I ­. �­ 4.� �O ��, lm*_W-� 1 : : �. ',-�.... - 1 2 -,-:��,� -DRAIN CHECK VALVES AS NECESSARY TO N. : - ,. ,�:�� I : I ­­ - � � I I -�,.:i�,%�;:,:%.-;�� . ..." -, __ � : - ,��,'.*�,".'j:j�::.��:i.,�..i:.,�.:::.', I VMVEI.� . : `,,:�,.::< .,�;:,.. I I I . . . CONTRACTOR SHALL INSTALL ANTI : � Q X�.��ilil­ .�.� I � �� I : .... - .. ! I � : .`­`X�� .­­_.... .1 I I .... .. M_, � : 1.�i-l-KM: .., � : I 1: .... . it , ...... I ----------------------------------- L'Alim-W,tk,ft.: : : (Ef mamn cua cm- lre�om% "i . . I . , I : . 11 : U . .." . I . ... - � . I ", .-�..* . t : . � 5 OVALVE IDENTIFICATION : . I'll 1�. -S X.... I I 1C%iQ"f1T1 � : . -N: -1, �..-.-� : � ..�'� �­­.,,�,,­­.­: PREVENT LOW HEAD DRAINAGE. � : � ..� I s : : I . 1''..... :I I . .. I 11 t : � �.� A,li'lliiiiiiiiiiiiiiiiiiiiii, : � - . I : : I Z - : I'll - , Me= I � : � I , , amma� - I : ���: � I : : ,..'� � I . . � ---- " s U5 ROUND VALVE BOX WITH . &�i� 0: *1 � : � . � : . I I -11'. . . . .C, I * T, " � : I t : RE -1k _�1110NIS �, .... � I - I ­­­ ---- . ' X*E,RJSfl1E,,L,'D ­� - I : I I I � � I � � N " 11 : : , .� 1 : . . I � ,R.E, ,,'.1S1%*XYN,�'-.,' � : ., . . . . . : I.TY0 . F'BA : . 1.- %) : I .1 .. � : . 5FIELL IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE , I : � . I I .. LOCKABLE COVER. : CITY OF'BAKERS. . I � I � : I I � . .. 1, : IIEFAUUS FOR YT-PT�N,1,0.1 � 0 0 , , : : . - ... : I I � - � I : I : : : 1. ... I-, .......... � ....... 1-9l : s I '�L I I � : . I I I : AREA TO BE IRRIGATED UNLESS OTHEWISE DESIGNATED ON THE PLANS. : TRE (�"�-:,[�'..'!.N'.(�.,�,.k.,.N'I,).T%i..,,,k.�,'.'.'U- IU41 11 LA. NWESCAPE �AN -) I-KRIGATIZON, DEM F011 : - I . �. I : .. - � - . . : : I- �, IRRIGATION : X.6� 1 � I I I I I . I . : - : ) . , . 1041,11 I: -I ON-`- 'F kP : ,'. � .R : S., �Mllftkff� �. : . . I � % . %18 TR GAT I -Iff ....v � S �. � I I I I : : � : CONTROL VALVE : . ..... ... .. t : MIAIN M3. I : ___'1__T, I : : I ;1 I I I � . : : I I I : . ­` �� I � I : I 4­4­4�_ I : r3�.%�ANKO� : BUBBLERS SHALL BE LOCATED ON OPPOSITE SIDES OF TREES TRUNK. II � I : � : 61r...L.. 10K _11L �- =iTwt-�s - --------- - �..,.:��.:X��.X.v, �._11�'­ L-2 I I I I I . I I . � : . zl. I : , � I : I : ��k , - ........... I ............ - ... I ........ � : : ........ I-- .... ... I " , .- �, I I � -1, .8 : , : .,, .- _1� 'KTili�.1%Z;;N1*l3 :&­��X.�.-Sx�, : I I �� I :1 I .?o_ . : I r-11 Af I I :, I - I Lr, : : �, . � ....... M-- . ........ � ..... : I : I , : � PLAN VIEW : I .1 . I I � I I I I I I I I � : 11 : t t .................................................... ____ .......................... � ... __ ..... � .............. � ..................................... � ..... � ............................. � ................................. ___ ......... � ....... -.3 : , : : I : : : ................................................................................................... ­­ ....... %%,,%%%,%%,%%,%,% ..... % .... %,,-.-.-,---.% ............. ­­ .......................................................................... ­­­­,.­­'..­'.­: . TRENCHING AND BACKFILL VALVE BOX HEAT BRANDING . IRRIGATION HEADS SCALE: NTS SCALE: NTS H SCALE: NTS I . � ___ __ � .. .................................. %,,,-.,,-..,,,,,,-.,,,,,-.-.,-.-,-.,-.,-,-�-,,,,-.,,% ...... � ......................................................... % .... % ........ % ...................... ­­­­­.­­-.,­ .................................................... ....................... : : : : : : : : : : : : : :- - ___ : . � : � .., ........ I : NOTES: I I. . : . : : . '��'i: : : I : - ,:ii�..",�,;W:.� .. : : i : 1:�--- -*z -*i:i*s11i ,:,,Iiii��,:: : I : I - CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE . sg i�" -� :::.:§§ : . j�� -�-, .::::: .- ,.�, *i::.:::::. -.::::. : . . . . . .,.� '.1 ... � :::,iiiii ... i, "i�1".,.,iii ..i� �: '. ii `��1112 : �::.,, ��x : .2 . : : ,�,111%,!, '. I .X%. : : I : i:.� ::�i::::::i:i ii I : , : 1 1, . : '. ­�--­-­---­--,­­ I : SERVICING THE VALVE. 11 � , I : f�VE4K!,,,,� , _r __,.... : .Iil*�.'i.`� .-*'­--,::,:.. :..:, �* ,.­ 1-'�.`. : . .�::: ..."....­_.... . .. : . ­. . : . . %:.��.,': . . '�i%��:::�:�-�:::i,i:.' I : � . .... . M10 M- MUM. 1 .:1 ...; : I- .-":.-:..,."..­�,_7:,.:.. ,.-:��.-. X��X,... I - I.... :�:: i. : .1 I .. , _j ... � :�:..--...q..,L_ �'.­..­ . : : � . .. :.. .....1.1.�.14-%. ,:��:�, 2. SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER IN GROUNDCOVER/ * .: : _­ - .., .. - : __ I : - -.1.11. ....�... �! �.::�:e �. I.....-., .-:-.�_, : :� : I .. , . ... : ,...- w�x� .:..`-..".,%�.-%�'��,%�* I :­;..­­ ��_:. .::: �,;_ : n : .-­­ ..." I.., .:;­.: ­-�:.::::1:, . �:.'i��.:.: "::. I : . 11 : I ...', "".., __ - * - : SHRUB AREA AND FLUSHWITH FINISH GRADE IN TURF AREA. ,�' ..­.� � I .. .: I : : 11 - ­'.., ­7�'%' � : � I... : ......1. - ,.".1 I .... : -_�`,;;i_'11 -,-,i-,x-.. : 1 - --i *a .<, : t"'illill MULCH- INSTALL WHERE LOCATED IN SHRUB BEDS - : .. � : ;_­R�.�'Vim. ..*.m .,a : , : . ,�---�.,� -.1- 1, : , . , .. .. . : �-1 11 I I ._� .�.­% : "'i : - . : 1.1X.11-.1 . I: k_ . amt_ 11 � : ��`11'1'11 ,4 ':.-' sm-wr ,�l . : 3. SET RVC AND VALVE BOX ASSEMBLY IN GROUNDCOVER/SHRUB AREA �. , - . , : I : -'.­:'�` I ,; .1'.., lf�ft` I : - I -­ - S '% :Mwi-opl� .11 , : 1, , � : ..., I 1� X : w .1 : . ­�.­� , 11 "I . ,� ... � .1 im be I . I - I -i�.-'!!� * N_1:11 �. I : , : :,*.'.' W�6�mv- 1.1 : : I ­ W-Whaft : 4 'i� - i�,'� I.. -, : WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUNDCOVER DOES NOT I - I I I : �1_1';�- IP41, �:��j�,,.. 3�.di,iZi*?­Wk. i._�Z?M* : _N Ic ­_" - (DIFINISH GRADE � � ", .. : : �,... - ........" 1. . W I : 1 4 - � : ­ � -� - .,..% - - YM :19 : ...T. Cal--*,-.1.bft1R d: 0 - .� - �M_ : . , - .��"..-.-..W I ;;" 11. .., I I I ... : - - : ;,.x�.. I .­, : EXIST ADJACENT TO LAWN. I 11 :, I ,. . I : , I .." : : , ::' �,j.,:j:: =W GRATED CAP ' : :W_ .. * "" : : - : "',.i., � "', : - ­- . ­ : ..'..."".., - 1- (D 2 3 "' .1.1--i : : ,-�,�-,� -­.­ : 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. : -_*,'!.'.', b ----­,-� : : I , : : '"' * `­`��, � : I �"%�I�sllli' t : : .. BUBBLER PER LEGEND : ...'-i til...", � -1�1120_*, ...., : . . I 11 11 : \ : I I 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT - .1 ,�FQV.W6$4=. : : %I'-;- MW..`..--.--1�"__`-`1 :1. ; I : 0 1 m4m : � , A I : -, : . , � ,77 "'.1�1,4n.:.., .- - : Irrigation Pressure Calculation - �': �.,%,.:, , ,. � I ..., �."...... : * " .1 , * ... : .. .....:....�".;*,:.".,����:.;:. I : M _�' � ..." : (INCLUDED) : � COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. "'A : '0'iP - =.,---lt"4hWqr :-:-��,'--:-!,-:�%!!�*: ....... �. 1( . � .­­ - ..... ...... : - 1. I � ... : : �.., .". ...: . I � %`i-�­; - �� .:�:�".,: : 16-356 TRACT 6369 Static Pressure: 80.00 : �, , . ., I .. ; ",".. � ".. .1 e-,.,.:.: ..*1-..:.�..:::-"-"1.* : 'i , '.. .. : �. ­: ._­ : .1.1 rr , : 11 <.­­ ..". : 6. IDENTIFY VALVE BOX WITH CONTROLLER LETTER AND VALVE NUMBER & 1. :ll� : : �-'.:.. : : CHECK VALVE (INCLUDED) Dec -1-16 Max. GPM Demand: 33.00 .­. 1'�1'.*�'---.`.-'--`1 : 1%-V : , .,.... : WTMI ... . - -- ::::11 : : � ­'... ...."'... I .. ­­ . :,.:� ... : ..A� ,-. : USING 1 Y2" - 2" LETTERING; HEAT BRANDED. ...'. . :,"...', .., Vl.. : : �mLqav-�5wtwmft%�sa,?,-�,.V,.Ah",�m,m�m:,OrAm. ..,:. � ...:..,, : Units Size Type Description GPM Unit PSI Loss : I .. I ..":: 1 1.1'...,. : : Al�,%%Ok0*wll. M�v�Aftw_QWIV ..,..%� ..I.I... PATENTED STRATA ROOT SYSTEM : . I . : ­,.. : L_ I �.­ I "i!"", : , : ���,w,lr.119�AV.4m,44.s,�,vm&�mw,6,�M21"m. .": 0: i .:__� Q : . . 1. 1. I '� - I . : =0 ..�vll. ,". : : mor &mW=&.0=mUm4 .*.I �� *�` : , I- : I , 21W,,1AA.:ft'kE&.­k1VA&-. I. -�-_' : : �,_. . � ;!iii.": - ­.. ".., �­ : : . �. I � I I .", ,."::;: Billi'l : . il.'>j I ` " : 1 2rf Disc Water Meter 80.00 04.90 . : : A6&1e%flWLMW1a�2WW11a*%Zq1 �,."Auwnft �`.!:::.�: : . I . ­ � - .. - � � , I .- _- : . � � ,� I 11 `,i��-"-�- .. .., 0 ; 11 , . I I— � .%,i�", . .Ii!��,.,-'.-., . : OSWING JOINT (INCLUDED) O."M . _­­ . : : W'so',l m W'"%re po�p�"- �w .. .­ ---- 1. .1 : : � WK -0-W I....., I I 1 21' Press. Vac.Breaker 80.00 03.40 " : F-,lAkrMS,qVMuM aaK.1M%1N1a_y .`.�.r.'..: .1 I : : I . I I 1.- - I . 11 �..,­ - :Cola,M'10"'�_W. : . .­% . +: . - : . : ...'.. � I -0 : ffVr4WW.MAR_,4W-l`l�. I& 1, "" ; : :.,­ ` I : I ;:.X. I .. I ­_-�.`, : ��...-.N- : : & wnmaswl Amvwmw w wm�_,,llll ... I : 11.1 � -:1 ... 1.� _._. : : Q PVC LATERAL PIPE 1 1-1/2" Globe Master Valve 80.00 08.00 : �. .1 � .1 � - � � ......- I.'.. .. - I 1% �. �, : � : . . - , . , A§MMVV-P411=,-W�iMft1A: " _.:_.b�:. .. :� I ��PW . .._ .. ,�, : If : , I � I .........:­ . . : q-i�41-�,v*,i,a,�-,41,,wi,:m��N.k4oawxl..�.,". �.&" ...... . I : A00N . 1 11/2 PLASTIC FLOWSENSOR 33.00 01.00 : * , � . : msm : : 'll,ill : . W W,'sm'w Wk -W:i�"! 00i : Q) PVC SCH 40 TEE OR ELL 00 : �, I I :. � I I : lill : * 0 nyw_,05 : 1 2 Brass Gate Valve 80.00 00.10 I : : 1*,� ...... I- ........ 1. : .�W��-KL"OWO�,, W:lVr`%-'MT,A= : if of if If : me�?0&1-olr��,,�v�tm-w.mi��MA-�Zlk� I : 10" ROUND VALVE BOX lill � : : - � . . : 1 12 L, 1 12 11 112 11 1 12 11 705 2 Sch.40 Main line 33.00 05.69 : &�" .=,IW,A,,M'tAU.A-V,-,��&�*,f,W,I:��l*z�.�, �"", 0 ROOT INTRUSION BARRIER (INCLUDED) (D-\ : �� : I I I I I I __7 � ;�.. "I : X M I Wft. : 401�1 051� ­*_�,��" : : 1. . I - 0 : . .� � I Z If 278 1-1/4" Sch. 40 Lateral Line 23.00 08.21 . . : : M, T M- I 'i 14 x19" RECTANGULAR 00 : �b_,t, N =-* ­ =rn A W.; .M. pa M� ar' -rr,.- � : : mmir"NAW V -M , . : r') INSTALL WITH FILTER FABRIC SLEEVE � : : : 71 Al. � WMKI W -P 11V"�. W ft �v MM M -1111m: "�Mwl IM& 1 : ,N� 0000 rf . , . ,. : � �. : W ': �m : 00ME3000 : &M , , , .11 . 08.89 . ,��A � V,�� 228 1 Sch. 40 Lateral Line 13.00 I "k- � : - U. M.. W k �m : 0000 0 - : PAM.M%100.1-1 a lmftway ; (a N, VALVE BOX E30E3 00 I ftwi & IRIM : 0000000000 : I I C3000000000 Misc Fittings Allowance 04.56 : fllmw-k Immi'M : . : I . : : - - , : If : 9., WDD� 4M.k'1111 0-t-W&W, Wy ft.VWeWP.Wt4V_�j&&"M�,!, : _% : , '' I : : a_4101%%'LWV_M . . I . .., : t3% 23 x 33" RECTANGULAR Component Losses: 44.75 : � . : 00 : : �12j : : : : VALVE BOX : : 012000 : � : : .i .... I .... � ....... - : I ) I / 000 I .1.1 ........... �­ .... I ............. � ..... I-: .......... ..... : k�� �\,_� : � I 1. - � � [300 : "' * .... 1* I�NqSIQI � : - I " Station #: A3 Min. Req'r by Head: 20.00 : kl'_ ... 1% : 8 : on, cyr, BAKEERSFIE1,D ._____________ : EDGE OF LAWN, WALK, : . : : . 1 ................ . . - : I N -0 LQ 0 9 �� Highest GPM System 2.0' Elevation Loss: 00.87 : . . .11 . I .................... : : 't�*�'�.,',rA.It.,,-19����.),Rf.-...�L.Ilt.*"I�"".C,.Cl.i��L.�Cf��.r.\�"D"k,�lT� ; T_ : D I 1. : : FENCE,CURB 10 : I I I 1. I kl* ............. __ - - - - -------- I : ''.. I )ETC. . : TRO �-��,P,�,'C�,�,',.--I,E-E�N'!R4C,...A�,N'D.8,�-�.C.Y,+ILL � : : I : : - - � - ­ . Total Pressure Req'r: 65.62 1 : : : glp?,� � R'.1 : : 1.11, : : : . : : , N'Aklfck : \ Residual Pressure: 14.38 : : : I "I : 13 : , .. ...., ........................ 111 .L-3 ' : ��:1"�* .... N_.<w._,�A; 1 .oslw%;$:",� 11 .................�.�...,......... 1�:: : I : I I . -1---1..1�m-.X : !M : : 0000 : ; ; : 0000000 : : PLAN VIEW I 11MIM 00 �Q� CE300 : : SECTION , Q [3 Q Q Set Pressure Regulating Valve at: 54.32 PSI : : : : .1111111111111111111.1'..., . ............... ­­­­­­­­­­, ..... � .......... � .... � ... �,,��'ll""I'll""I'll",'ll""I'll'.11,1111'.I.�l'.1'.1111'.1111'.11".'.'.'.""'.'.""""",'ll""I'll""I'll",'ll""I'll""I'll",'ll",'ll",'ll""I'll""I'll'.1".'- . SLEEVING VALVE BOX INSTALLATION TREE WA"ImERING SYSTEM . I - SC XV/ ALE: NTS I I 0 � [\-Q I % I r7l" I tlll� I "I CNTS SCALE: NTS I 11 11 Ill 1.5-6369 Ph 1 & 2 ''I & I di- "I NO, � 'I , � I "I � , I - I 0 i I - N 1111ill , I - � t T I §*, 11,11 " I � � 111 11, I c i 1 � I I w, I I LANDSCAPE ARCHITECTURE & DESIGN www.(iosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIIIENT NAME ��Mf =1:011 1IIIIIIIIIIII "! I "' I'' '� §�WRL� IRRIGATION W C E V I S I 0 N ___S1 S H E E T N U M B E R L80F 19 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. .1 S C A L E NTS DR A W N BY MER CHECKED BY JR � 1111ill , I - � t T I §*, 11,11 " I � � 111 11, I c i 1 � I I w, I I LANDSCAPE ARCHITECTURE & DESIGN www.(iosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIIIENT NAME ��Mf =1:011 1IIIIIIIIIIII "! I "' I'' '� §�WRL� IRRIGATION W C E V I S I 0 N ___S1 S H E E T N U M B E R L80F 19 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. 1. Contractor shall be responsible for meeting all City of Bakersfield standards and specifications. Contractor will also be responsible for contacting the public utilities to start electrical and water service 'in time for construction. 2. Contractor shall be responsible for meeting all appropriate public utility standards, specifications and methods of construction. -3. Prior to the start of construction, all utility service meters (water and power) should be installed and fully operational. 4. Contractor shall be responsible for contacting City Recreation & Parks, 661-326-3354, and Public Works, 661-326-3049, for an on-site pre -construction meeting. 5. Contractor will coordinate construction with the appropriate City inspection official so that inspections can be made at critical construction periods bit in no case less than: 1) At the start of construction, 2) Prior to any back filling, 3) Prior to the installation of any plant material. 4) At the end of construction but prior to start of post- installation maintenance, and 5) At the end of post -installation maintenance period forwritten City acceptance. 6. Contractor will perform maintenance as identified 'in the specifications. All cost incurred until this time will be at the expense of the contractor. 7. Contractor is responsible for securing final written acceptance by the City of Bakersfield for this work. In no case will the contractor be released from maintenance of the irrigation system or maintenance and replacement of dead, dying, darriaged, or otherwise unsuitable plant material until the City, in writing, accepts this work. 9. Contractor will field verify finished 2rades 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 landscape architect prior to proceeding for written authonization and instructions to proceed. 9. City of Bakersfield standards and specifications sheet, included with tl-�s drawing set, and C.O.B. standard details take precedence over all other specification or details. 10. All trees under utility lines are subject to change per C.C.B. 11. Contractor shall install a 6" concrete mow curb as per C. 0. B. standards at each phase line and limit of construction line & a 9" mow curb between wall and turf areas 12. Provide root barriers for each tree within 6' of any existing or proposed paving or structure. 13. All plant material shall be approved by the owner's representative. 14� No planting, shall be planted until the installation of the irrigation system is completed, final grades have been established, planting areas have been properly graded, and soil prepared and the work has been approved by the owner's representative. 15. Contractor shall demonstrate to the owner's representative the furnishing and installation of specified soil amendments whether a soils test is required or not. 16. Contractor is responsible for care and maintenance of any existing landscape and irrigation system during construction. 17. Contractor shall indicate u''rigation sleeves by chiseling "TR�' on the face at each location. 18. Prior to installation of any signage, subdivider shall submit two copies of subdivision identification slizn plans to the Building Director for review and approval pursuant to BNIC Section 15.6b.110( -N). One copy of the signed plan shall also be submitted to the Parks Division for review and approval. Sign plans shallmiclude 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. 19. Uniform development is required for this prOJect. Should any portion of any phase of subsequent phases be constructed at different intervals where the point of connections are located in area other than the current project, the developer is responsible for all 'incurred costs associated with the affected areas until the projects maintenance period has been completed and a written final acceptance from C.O.B. been achieved. 20. The Contractor shall utilize and/or provide an existing inigation mainline and wires from and/or to any adjacent phase line or development limits to complete any current or future irrigation systems, providing the system can properly meet the designed conditions. Should the Contractor be required to utilize existing future services, the existing irrigation system shall be updated with all the necessary inigation equipment as a part of the current project, per the direction of the City's Recreation and Parks Department's representative. CONTRACTOR SHALL PROVIDE 301 OF (1) WHITE COMMON WIRE, (10) BLACK CONTROL WIRE & (10) RED SPARE WIRE IN EACH PULL BOX. I . Install materials as called out in details and as per specifications. 2. There shall be no deletions or substitutions without the approval of the City, developer, and landscape architect, 3. All sprinklers and valves �hall be adjusted for required coverage with minimum or no overspray. Landscape architect shall have Final approval. 4, Components locations are approximate and diagrammatic as indicated. 5. All irri-ation lines runnincy Linder paved surf -aces shall be installed in schedule 40 PVC sleeves. No directional changes in the irrigation system shall be installed under pavement or hardscape areas. All sleeves shall be a minimum 2 times larger than the irrigation line. All sleeves crossing locations will be indicated by chiseling "IR." on the face of the concrete curb. Verify with C.O.B. for approved method and type. 6. All systems shall be desigried for optirnum pressure. as per irrigation equipment manufacturer. PrCSSUrc at each head shall be within the optIML1111 range specified by manufacturer. 7. Developershall provide electrical power to the contTollers� locations, Controller locations are shown diagrammatically, Final location shall be approved by Recreation and Park Director at construction. Landscape contractor shall be responsible for final connection. 9. Points of connection shall be to existing water line. See water layout plans and plumbing plans for exact locations. 9. Contractor shall install controllers per City and manufacturer's specification-, in a Strong Box C:1 Model 22 -SS criclOSUre. Verify with City prior to instal lation. Install as per C.O. B. specifications. 10. Quantities indicated on irrigation schedule may not. be accurate. Contractor shall be responsible to install all materials as per plans. It. All irrigation valves shall be installed in sqUal-C standard boxes and quick couplers shall be installed in 10" round boxes, Applied Engineering or approved equal (per C.O.B.). Each box lid Z7. shall be beat branded for appropriate identification. Verify with C.0.13 for exact C011figUration, 12. Conti -actor shall provide and install two hot wires to eaOi valve. Connect one (black) and the second (red.) will be a spare. One (blue) wire shall be used for the master valve. Verify with C.0,fl. 13. Contractor shal I provide and install two root watering systerns per tree. Verify with C.0,B. for exact configuations. 4. Contractor shall provide and install a schedule 80 PVC union and ball valve, the same size as the valve, at each valve location. Verify with C.O.B for exact configuration. 1-5. The developer shall be responsible for assuring that any concrete footings from the adjacent block wall does not interfere with the installation and/ or location ofthe i-i-rigation and landscape materials. 16. Contractor shal I pressure test mainline at a rnin. of 125 PSI for (2) hours. To be verified by with C.O.B. 17. The C.ontractor shall utilize and or provide an existing irrigation mainline and wires froin'to any adjacent phase line or development limits to complete. any current or future 11'rigation �ysterns, iding the system can properly mcet the designed conditions, Should the Contractor be provi Z> required to utilize the existing future services,, the existing irrigation systenishall be updated with all the necessary irrigation equipment as part of the current pro . ject, per the direction of the City's Recreation and Parks Department's representative, GENERAL LANDSCAPE NOTES I Premium quality plant material is required for this project. No plant material will be accepted for this project unless it meets or exceeds the upper end of the industries standards for the sizes specified. All plant materials must be of excellent form, size,, health, and crown density. Any plants that do not meet this standard will be rejected by the architect or the City representative. 2. Trees shall be staked as per the details and specification. 3. There shall be no substitutions or deletions from any plant materials without written approval from the landscape architect, the owner, and the City's representative. 4. The Developer shall conform to all City codes and requirements, including all inspections pertaining to this installation. 5. All landscape details shall be in accordance with C.O.B. standard details and as directed by the city engineer. 6. All trees shall be placed behind the line of sight as indicated on the plans. Verify with the C.O.B. or landscape architect prior to construction, or tree installation. 7. Prior to the final C.O.B. acceptance, the contractor shall apply a pre -emergent wed control as recommended by a certified pest control advisor and applied by a certified pest advisor applicator. Contact the C.O.B. for verification of application. 8. Landscape areas without an adjacent wall at rear of landscape area shall have a concrete mow strip at the back of the landscape area. Refer to C.O.B. standard detail. 9. Contractor shall install on all landscape areas a 2" layer of mulch: 2" redwood bark Chips supplied from a fresh water mill. Mulch shall be uniform in color and free from weeds, sawdust seeds, constructive materials and splinters. Any dyed products will not be accepted. Contractor to provide C.O.B. samples for approval. 10. Quantities on the landscape legend may not be accurate; the developer shall be responsible to install all plant material as per the designed plans or as directed by the City's representative. 11. All trees under utility lines are subject to change per C.O.B. 12. All plant material shall be inspected by the C.O.B. prior to planting. k 1 10*111 ^ r-%, MAINTENANCE PERIOD NOTES I 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, until final written acceptance by the City of Bakersfield Recreation & Parks Department. 3. Cost incurred due to damage or replacement during the post -installation maintenance period shall be the responsibility of the contractor. 4. All areas including, but not limited to turf, groundcover areas, concrete walks and slabs shall be kept clean and free of weeds, litter, and debriis. 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) seven days. Areas sprayed shall remain unwatered for a minimum of forty-eight (48) hours. Dead weeds shall be removed seven (7) days after application and disposed of off-site. 6. Constant diligence shall be maintained for the advent of diseases, insects, and/or rodent infestations and proper preventative or control measures taken. Should the City, during the maintenance period, discover that the terms for the maintenance period as stated herein have not been strictly adhered to, then the days accruing toward completion of said maintenance period will be terminated. The maintenance period will be extended one (1) day for each day the area is out of its maintenance period. After the area has been brought up to City standard, The City will require a re -inspection by a City of Bakersfield Recreation and Parks representative. When the inspection is completed, and the area is in satisfactory condition, then, and only then, will the City re -accept the area in writing. 7. The contractor shall properly and completely maintain all parts of the irrigation system. 8. The contractor shall provide for delivery of water in sufficient quantities and adjust water application to compensate for seasonal conditions. 9. (3) Three weeks prior to the conclusion of the maintenance period, the contractor shall contact the City's representative to perform a final inspection of work. Any removed plants not in satisfactory and healthy condition from the site shall be replaced with material of 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 areas7, 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 line prints an "As Built" drawing. The drawings shall include all deviations from the original bid documents made during construction that affect the main lines,> controller locations,, remote control valves, quick -coupling valves, all sprinkler heads and all plant material. The drawings shall also indicate and show approved substitutions of size material and manufacturer's name and catalog numbers. Also, (2) sets of I I X 17 laminated "As Built" with highlighted color coded irrigation reference chart and schedule, keys to the controller, and two quick coupler valve keys with gate valve hose bib attachment, shall be submitted to the City. 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 & Parks representative for their Maxicom Dollar Fund. 1. The Contractor shall provide and keep up to date a complete "field record" set of blue line 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. VN"DSCA 2. The Contractor shall make neat and. legible annotations thereon daily as the work 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. D A T E APRIL 28,2017 3. The Contractor shall dimension from two permanent points of reference the location and changes of the S C A L E NITS following items including but not limited to: D R A W N BY MER a. Connections to existing water lines b. Connections to existing electrical power CHECKED BY JR c. Gate valves d. Routing of pressure main line pipe e. Sprinkler control valves f. Routirg of control and common wire X., 9. Quick coupling va Ives luw 0 V... . .... N n h. Irrigation sleeve locations x i. Plant material substitution or layout changes , k1k.. ,n ... X "'Ad .......... 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 workshall be subject to approval by the Landscape Architect or the owner's representative and is subject to .... ............ ... '100 NO 0", verification. Delivery of the "field record" set will not relieve the contractor of the responsibility of 'S 0, N NZ x furnishing required information that may be omitted from the prints compiled at the site. The Landscape �2, ii;, X�X.::::Y, . . . . . . . . . Architect will use the information to produce: __W Mill., A 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 @nd 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" RIOS DESIGN STUDIO 6. Controller Ch@rts: LANDSCAPE ARCHITECTURE & DESIGN www.(iosdesign.com a. Provide one controller chart for each controller supplied and one electronic copy. b. T ' he chart shall show the area controlled by each automatic controller and shall be reduced in 3805 ORA VISTA AVENUE size to an 11" X 17"' of the approved "Record Drawings". BAKERSFIELD, CALIFORNIA c. The chart shall be a blueline ozalid print and a different color shall be used to indicate the area of coverage for each control valve station. 93309 d. When completed and approved, the charts shall be sealed by a plastic laminating process and P: 661.835.9259 spiral bound. The plastic laminating sheets shall be a minimurn of 10 mil. thickness each. F: 661.367. 5284 PROJECT & CLIENT NAME 1 R A 0 C' T 6 3`1 6 ry" P 'No 'A' S E I & 2 S H E E T D E S C R I P T 1 0 N F 5 v 'W"Al A % D A T E JUNE 5,2017 S C A L E I If = 20 1-91 DR A W N BY MER CHECKED BY JR ARCHITECTURE & DESIGN www,dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME -1 RACT 6369 S H E E T D E S C R I P T 1 0 N t E V I S 1 0 N ---2SA 1.5-6369 Ph 1 & 2 S H E E T N U M B E R Ll 0 OF 19 P R 0 J E C T N U M B E R 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. Lu Ck= c� D A T E JUNE 5,r 2017 S C A L E III= 201 -011 DR A W N BY MER CHECKED BY JR LANDSCAPE ARCHITECTURE & DESIGN I www.(iosdesign.com PROJECT & CLIENT NAME TRACT 6369 S H E E T D E S C R I P T 1 0 N 1.5-6369 Ph 1 & 2 S H E E T N U M B E R L 11 OF 19 P R 0 J E C T N U M B E R 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. �N�lmwvo D A T E JUNE 6, 2017 S C A L E 1 11 = 201 -011 D R A W N BY MER CHECKED BY JR Feg6— F�p I LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com BAKERSFIELD, CALIFORN11 0�3309 PROJECT & CLIENT NAME lRACT 6369 ECO VILLAGE CASA VERDE HUGHES LANE/MCKEE ROAD S H E E T D E S C R I P T 1 0 17 ZZ : I LVA &V S H E E T N U M B E R L120F 19 P R 0 J E C T N U M B E R 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. D A T E JUNE 6, 2017 S C A L E I It = 201 - off DR A W N BY MER CHECKED BY JR illit im NO I'M LANDSCAPE ARCHITECTURE & DESIGV www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNW-,,l 93309 P: 661.835.9259 F:661.367. 5284 PROJECT & CLIENT NAME TRACT 6369 ECO VILLAGE CASA VERDE HUGHES LANE/MCKEE ROAD S H E E T D E S C R I P T 1 0 N t E V I S 1 0 N S 1.5-6369 Ph 1 & 2 S H E E T N U M B E R L13 OF 19 P R 0 J E C T N U M B E R 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. NO TES: 1 0 wa* Mogn SW contoor to the appikobl* sectfol?s Of the cuffent spedficatkas entitled 'Stondard Speakot!=4 State of CofiYarniq Bum= and rrags- portation Agency DVtrtmerl of Tr0*Od&1i0* current edilkn. qWwd 2 Draivq& hash sholf be. a minknum of one bu�DW& lot, fronhiig on a street, and howbq a shape and ftotion acceptable to the City Enoeer J. La�dscTed parked *Wnotft basins sV not be gowned by th& standard 4 AnyWetmedale bench, if qqarowd, must be 1.0' (0-W fthImum width. S* sbpw shal! not exceed 6. 6bacrete shd conW7 no adoFtiv,,s foV&m prior oritten Wrowl i� obtoi;ed from the City Engkee-. 6. Ow?crete M& be cured with a while, p�mentod curh7g CWPOund CW)#A9 to sectiw 90-Z018 of the standzd specirkvtians 7 No pOe beffs Moff be ploced,� the stnxture. 8. Cha�-k* fence and gates or xv# MaY conform to the speeifications Mown stanaard &awkqs 0-t2 and D-13. 9. A# new d,,o#"e bosi�s wift ta7ce sfid be sterQed with a permanent stergot such as HyW A or qWoied eqd. Wcobbn rate Is 25 ffislacm (2,VgAq). A rgoresento6e. of the water depatment " be on site at the We of stff&otion, ia iiasin capocity Mo# confafm to FuNk Parks DWtment Desr�?7 Policy for fthW 11, See, stom 9-11 kr t&way &vhoge d7s�, FILENAME: 0__9REV �K I I f I < 2.0' &wA H fence cutoff at street c&7w DC 3'-0*' (.9 M) DL 2'- 6 " (. 76 m) " coofm lo the tegukements 2_7/r 00 OXV. ptn CA WPM 6.0'(1&?7) �hav-Mk fence wtth redwood Of sea 4. Z is - T)P. r> 0 0 V � (J. 6m) ffii (4.6m) 2 -3/0. ?-%�) I'. PA19 12' (1 6m) TOP 185 (&4 latch vilh W UM J �//x A A MATS (I k �m -) W 5 GAL 3.0, C1=7 A C c4nr- L Ilagmh (agm 16r (3 6M) ,.,--See stand4rd 1-14 12' Mh?. LAN SS 2. 0' Mit 20' y1h 6& Mlft (w,)T io, T (0 (L (0.�U_ �J(5&m) 1 37 LANTANA fa§fk - 9 ga� 20, A& lyh 168 (M-) tn-� go* PEOESTMAN GA rE otter vw*g kvdeed 10' (J. 1m) Uh?. or top & bottom am- pm) ME a 0 - (0, 15%) ; "I" 12 (1 6m) Yk Frame, - 1,88'k (Sal.) .10 &iwway to fence &e, 1111 K � M' 2,7,V/j? 6ole Post - 2.875^ 111111111111!1111111IR 12' (3 6m) Yk?. TOP 0 =-M, - sr -4 minercid 121 &VP bar 09�,r) dripe qWoocb g (0 M) PLAN DOUBLE GA TE 10 _T_ 2,0' 91h. At RA or 10' Uh from NO G) t 9A� pW M& be mhicW Im to qud;a and graded hofi?e ��O::A)ewr is 9vater) constr2c, 6 0 0 '0 h67 -W Z Choh-ft fence ktwk sho# confarm to t�e *wftlia7s of A57M 6. 0. (a I,%). dn*tkA- A-,= am 1. fence with redwood slots at property to .5 5 * (a 14m) Aw;A Coacrate d& be trovoW smoo ffi reWkmwts of w1kn 80-4 of the V*07d _?�&atfan and W,,* &L;nW1_ /#?a untass othww,�o Woied by the J c4wete &W coltah no 0MAWS 44*SS pnor ardbw .9. aqNiq m Vft-*d b), the aly of 8dwyW standcrd droOV lowest klet gulte elevation City Enqbmw. Outte Powline cwojft to Wt1W 90-ZOIB of ffie standard spedftafkm 4. N cww, W gate posts " be btwed to the noarest FILENAME'. D-13RFV Iiie post Oh 9dk &69wd or hodwataf brom und as Dew water surface V, conWaWm memb&s a7d qdx 0,J75'(;am) sted IrLw ORAIM reds 0& lwnkddes� or tfuss lotwas� md a tem�?n membem 8.0* May. 5. Men red#aod vjkdan sween fs raqun4 it sh&# be used CHAIN-LINK GATES VIkE M S$4ffi mith 3 x 5 - 9 pW kbrk so coiutruc6d 6W the sloh-ore N.T.S. lbeked nto posItion and = W1 Le ivrovad wth too& NO. CELD CV OF SAKEPS 0-13 6 Frames " be ma* with fflli�p or wd&,<4 with I CALFOFM gv&jnd smooth, and r*W*ed City 002mm PI)DUC WORXS DEPAATWENT POe Outlet Stfuchire, RCP - RGJ see moo D-10 location and number of &Y;e ond wak gates 0 fence SECTION A -A to be detetmt�od ii the fWd 0 the city EnOw_ NO TES: 1 0 wa* Mogn SW contoor to the appikobl* sectfol?s Of the cuffent spedficatkas entitled 'Stondard Speakot!=4 State of CofiYarniq Bum= and rrags- portation Agency DVtrtmerl of Tr0*Od&1i0* current edilkn. qWwd 2 Draivq& hash sholf be. a minknum of one bu�DW& lot, fronhiig on a street, and howbq a shape and ftotion acceptable to the City Enoeer J. La�dscTed parked *Wnotft basins sV not be gowned by th& standard 4 AnyWetmedale bench, if qqarowd, must be 1.0' (0-W fthImum width. S* sbpw shal! not exceed 6. 6bacrete shd conW7 no adoFtiv,,s foV&m prior oritten Wrowl i� obtoi;ed from the City Engkee-. 6. Ow?crete M& be cured with a while, p�mentod curh7g CWPOund CW)#A9 to sectiw 90-Z018 of the standzd specirkvtians 7 No pOe beffs Moff be ploced,� the stnxture. 8. Cha�-k* fence and gates or xv# MaY conform to the speeifications Mown stanaard &awkqs 0-t2 and D-13. 9. A# new d,,o#"e bosi�s wift ta7ce sfid be sterQed with a permanent stergot such as HyW A or qWoied eqd. Wcobbn rate Is 25 ffislacm (2,VgAq). A rgoresento6e. of the water depatment " be on site at the We of stff&otion, ia iiasin capocity Mo# confafm to FuNk Parks DWtment Desr�?7 Policy for fthW 11, See, stom 9-11 kr t&way &vhoge d7s�, FILENAME: 0__9REV FENCING TABLE �K I I f I < 2.0' &wA H 6' f 1.8 M) DC 3'-0*' (.9 M) DL 2'- 6 " (. 76 m) IEPOOOL PM 2_7/r 00 OXV. ptn CA WPM (7.3 M) P%T 5.7t "In; (ex H OOUAM 2-1 X 1-7/w X4 Q:+*,ffij4 cf" (. I 0 poe 2.7201ft 2 -3/0. ?-%�) I'. PA19 �K: (�11141mll� sb.* lbrk 185 (&4 latch vilh W UM J �//x RMW= 2-3/W 1/4' MATS (I k �m -) _T 5 GAL 3.0, C1=7 A C c4nr- L Ilagmh (agm Gate Pbsis - 285' (7.%m) O.D. LAN SS 2. 0' Mit 20' y1h 6& Mlft (w,)T io, T (0 (L (0.�U_ �J(5&m) 1 37 LANTANA fa§fk - 9 ga� 20, A& lyh 168 (M-) tn-� go* PEOESTMAN GA rE otter vw*g kvdeed X X top & bottom am- pm) 'SPREADING SUNSET' & < FW - *'(AS�n) md (t)p, d ; "I" Frame, - 1,88'k (Sal.) 1111 K � M' 2,7,V/j? 6ole Post - 2.875^ 111111111111!1111111IR 09. 9*1 0 =-M, FENCING TABLE �K I I f I < 2.0' HEIGHT 1 H 6' f 1.8 M) DC 3'-0*' (.9 M) DL 2'- 6 " (. 76 m) IEPOOOL PM 2_7/r 00 OXV. ptn CA WPM (7.3 M) P%T 5.7t "In; (ex H OOUAM 2-1 X 1-7/w Lkir PM cf" (. I 0 poe 2.7201ft 2 -3/0. ?-%�) I'. PA19 �K: (�11141mll� sb.* lbrk 185 (&4 latch vilh W J �//x RMW= 2-3/W 1/4' MATS (I k �m -) - ­ i-1111 7 fdrk 90 be lostebed to Ane post, lost runfw, and bottom Imsim wies w#b ftnc bwdg Wced approx 14* (0,J6m) ap&f, 8. fdrk shd conform to ASTY A-22, C�oss 1. 9 Subgrm* prepambon sholl be cansOucted true to grade and cnass sec tion with cwyw kv o f = to a dep th Of 0, 5' (0. 157i� FtLENAME� D-12REV Wt 0/2/0 STANDARD D&A.Vt GLR Met= F CHAIN-LINK FENCE XALE M. SHAI C" OF BAMISPELD D-1 2 CAUFOFNA CM Ptieuc WMKS DEPARTMENT ........... .... .............. �K I I f I < 2.0' 4_*nrWL4V M_ X 9dy � DR A W N BY MER CHECKED BY top bottom db9anol with bw ru& fJ 3 am - 1, 875 i0m) 0 poe 2.7201ft �K: (�11141mll� sb.* lbrk latch vilh W J �//x (DART PC ARTEMISIA'POWIS CASTLE' _T 5 GAL 3.0, C1=7 A C c4nr- L Ilagmh (agm Gate Pbsis - 285' (7.%m) O.D. LAN SS 2. 0' Mit 20' y1h 6& Mlft (w,)T io, T (0 (L (0.�U_ �J(5&m) 1 37 LANTANA fa§fk - 9 ga� 20, A& lyh 168 (M-) tn-� go* PEOESTMAN GA rE otter vw*g kvdeed X X top & bottom am- pm) 'SPREADING SUNSET' & < FW - *'(AS�n) md (t)p, d ; "I" Frame, - 1,88'k (Sal.) 1111 K � M' 2,7,V/j? 6ole Post - 2.875^ LEU FRU 09. 9*1 TR\EXAS RANGER *4 With kd(i7q dd '7 ft P(a 121 &VP bar 09�,r) S H E E T N U M B E R g (0 M) DOUBLE GA TE 10 _T_ 2,0' 91h. (60") NO G) t 9A� pW M& be mhicW Im to qud;a and LIGUSTRUM JAPONICUM am secft 01h cw;wt!w at 8M to a depth of Z Choh-ft fence ktwk sho# confarm to t�e *wftlia7s of A57M 6. 0. (a I,%). dn*tkA- A-,= am 1. 2 Comte " be dm *8* and shd be OM 25* (6,%x) S. Wdatim of fivdV and gates MO be hi occ=funce *YM Vie to .5 5 * (a 14m) Aw;A Coacrate d& be trovoW smoo ffi reWkmwts of w1kn 80-4 of the V*07d _?�&atfan and W,,* &L;nW1_ State of C&Wk� DVor�l of Transportatim, Wraved wmf e0m J c4wete &W coltah no 0MAWS 44*SS pnor ardbw .9. aqNiq m Vft-*d b), the aly of 8dwyW standcrd droOV qmw J�2 dwdvd 1�" the 6wy &10�w C&W,-ts D-12 sho? be cwl#wed Lffid& gaf&i dw be and aim a We piq7wted ayi7q compomd cwojft to Wt1W 90-ZOIB of ffie standard spedftafkm 4. N cww, W gate posts " be btwed to the noarest FILENAME'. D-13RFV Iiie post Oh 9dk &69wd or hodwataf brom und as STANDARD conWaWm memb&s a7d qdx 0,J75'(;am) sted IrLw ORAIM reds 0& lwnkddes� or tfuss lotwas� md a tem�?n membem U�MCKMM G 5. Men red#aod vjkdan sween fs raqun4 it sh&# be used CHAIN-LINK GATES VIkE M S$4ffi mith 3 x 5 - 9 pW kbrk so coiutruc6d 6W the sloh-ore N.T.S. lbeked nto posItion and = W1 Le ivrovad wth too& NO. CELD CV OF SAKEPS 0-13 6 Frames " be ma* with fflli�p or wd&,<4 with I CALFOFM gv&jnd smooth, and r*W*ed City 002mm PI)DUC WORXS DEPAATWENT ........... .... .............. APRIL 28,2017 4_*nrWL4V M_ NTS DR A W N BY MER CHECKED BY JR M ks awwwv Au"TES" 1. CONNECT DEEP ROOT PANELS TOGETHER. PLACE MATERIAL IN TRENCH, CENTERED ON TREES INDICATED ON PLAN - BARRIER TO EXTEND ABOVE FINISH GRADE BUT REMAINS AT OR BELOW HARDSCAPE SURFACE. F11 f74 1 " IN TURF AREA AND 2" IN SHRUB BED CONCRETE MOW STRIP WITH X2 if RADIUS ALONG ALL EXPOSED EDGES FINISH GRADE #4 HORIZONTAL REBAR, CONTINUOUS - 3" CLEAR NATIVE SOIL OR COMPACTED SUBGRADE W BITUMINOUS FELT EXPANSION JOINTS @ 201 O.C. MAX SCORE JOINTS @ 5'O.C. I I I SOILS RECOMMENDATIONS November 29, 2016 Rios Design Studio Project - Tract 6 3 69 Location - Bakersfield .. . .... .. . _-The soil analysis reports is from Midwest Labs. The analysis and sample indicate a silt texture. Organic values are -y I I very iow. The nitrogen values are slightly high. The phosphorus and potassium values are vei high. Consider f�rtili ers low in P & K values. The Hwhichisat7.9. Ideally the goal is to have the pHto be closer to 7.0. The Live EarthgHumate Soil help reduce the alkalinity the soil. Reducing the soil pH will also Cond tioner is pH 3.0 and when added wi increase the availaDIMY 01 fertilizers already i the son i at are u available LO the plant, or when fui unzers are ad e Wil , I illcrease the uptake of those nutrients. Sodi m and boron values are in optimum range for normal plant growth. 1'he anganese and Iron values are low. Corinlete site recommendations and rates for soil amending: A. Live Earthg Humate Soil Conditioner w/ Manganese - @ 500lbs per 1000 sq. ft. Spread evenly after tilling, grading, and before planting. Drag or rake into the top 2-4 inches. Apply to all turf and planter areas. B. Live Eai-th*)Iron 10 - @30 lbs. per 1000 sq. ft. Apply in conjunction with above products. Tree and Shrubs: 1k. Live Earth 61-1umate Soil Conditioner - 45% humic (,&. approx. I lb or 2 cups per gallon container, mix in backfill. B. Live Earthg Iron 10 - g 1/4 cup per gal container. Mix in back fill, C', a ular Maintenance Program 6 weeks after instaU: App i ca 'on o ive ar R ron s. per sq. pp le r an aroun ewe s an planter areas. Repeat in 6-8 weeks. Summer applications - Live Earth(g) Blitz 22 granular - g 6.25.lbs. per 1000 sq. ft. Live.:Earthg Iron 10 @ -15 lbs. per 1000 sq.ft. Every8weeks. Liqu (1. MaintenanceProgram 'Live arthg Great 8 Product@ 5 gallons per acre per month, 4 times annually. Live.:_�.arthg Blitz 22 w/iron @ 5 gallons per acre per month, 4 times annually. Todd Bums -i LiveE,arth Products,, Inc. 661-978-7307 PLANTING LEGEND TREES ABBREV. BOTANICAL NAME COMMONNAME SIZE QTY WULCOS 'SARATOGA' LAG IND LAGERSTEOMIA INDICA CRAPE MYRTLE 24" BOX STD 16 0 'NATCHEZ' NOTE: ALL TREES TO BE INSTALLED WITH ROOT GUARD, INSTALLED IN LINEAR FASHION. LINEAR PANELS TO BE 24" DEEP. 20'LONG PANEL TO BE INSTALLED CENTERED AT EACH TREE TRUNK. INSTALL ALONG BACK OF WALK AND ALONG THE PERIMETER WALL SIDE OF THE TREE. INSTALL PER DETAIL A, SHEET L7. J J A D A T E APRIL 28,2017 ............... NTS Au"TES" 1. CONNECT DEEP ROOT PANELS TOGETHER. PLACE MATERIAL IN TRENCH, CENTERED ON TREES INDICATED ON PLAN - BARRIER TO EXTEND ABOVE FINISH GRADE BUT REMAINS AT OR BELOW HARDSCAPE SURFACE. F11 f74 1 " IN TURF AREA AND 2" IN SHRUB BED CONCRETE MOW STRIP WITH X2 if RADIUS ALONG ALL EXPOSED EDGES FINISH GRADE #4 HORIZONTAL REBAR, CONTINUOUS - 3" CLEAR NATIVE SOIL OR COMPACTED SUBGRADE W BITUMINOUS FELT EXPANSION JOINTS @ 201 O.C. MAX SCORE JOINTS @ 5'O.C. I I I SOILS RECOMMENDATIONS November 29, 2016 Rios Design Studio Project - Tract 6 3 69 Location - Bakersfield .. . .... .. . _-The soil analysis reports is from Midwest Labs. The analysis and sample indicate a silt texture. Organic values are -y I I very iow. The nitrogen values are slightly high. The phosphorus and potassium values are vei high. Consider f�rtili ers low in P & K values. The Hwhichisat7.9. Ideally the goal is to have the pHto be closer to 7.0. The Live EarthgHumate Soil help reduce the alkalinity the soil. Reducing the soil pH will also Cond tioner is pH 3.0 and when added wi increase the availaDIMY 01 fertilizers already i the son i at are u available LO the plant, or when fui unzers are ad e Wil , I illcrease the uptake of those nutrients. Sodi m and boron values are in optimum range for normal plant growth. 1'he anganese and Iron values are low. Corinlete site recommendations and rates for soil amending: A. Live Earthg Humate Soil Conditioner w/ Manganese - @ 500lbs per 1000 sq. ft. Spread evenly after tilling, grading, and before planting. Drag or rake into the top 2-4 inches. Apply to all turf and planter areas. B. Live Eai-th*)Iron 10 - @30 lbs. per 1000 sq. ft. Apply in conjunction with above products. Tree and Shrubs: 1k. Live Earth 61-1umate Soil Conditioner - 45% humic (,&. approx. I lb or 2 cups per gallon container, mix in backfill. B. Live Earthg Iron 10 - g 1/4 cup per gal container. Mix in back fill, C', a ular Maintenance Program 6 weeks after instaU: App i ca 'on o ive ar R ron s. per sq. pp le r an aroun ewe s an planter areas. Repeat in 6-8 weeks. Summer applications - Live Earth(g) Blitz 22 granular - g 6.25.lbs. per 1000 sq. ft. Live.:Earthg Iron 10 @ -15 lbs. per 1000 sq.ft. Every8weeks. Liqu (1. MaintenanceProgram 'Live arthg Great 8 Product@ 5 gallons per acre per month, 4 times annually. Live.:_�.arthg Blitz 22 w/iron @ 5 gallons per acre per month, 4 times annually. Todd Bums -i LiveE,arth Products,, Inc. 661-978-7307 PLANTING LEGEND TREES ABBREV. BOTANICAL NAME COMMONNAME SIZE QTY WULCOS 'SARATOGA' LAG IND LAGERSTEOMIA INDICA CRAPE MYRTLE 24" BOX STD 16 0 'NATCHEZ' NOTE: ALL TREES TO BE INSTALLED WITH ROOT GUARD, INSTALLED IN LINEAR FASHION. LINEAR PANELS TO BE 24" DEEP. 20'LONG PANEL TO BE INSTALLED CENTERED AT EACH TREE TRUNK. INSTALL ALONG BACK OF WALK AND ALONG THE PERIMETER WALL SIDE OF THE TREE. INSTALL PER DETAIL A, SHEET L7. J J A D A T E APRIL 28,2017 S C A L E NTS DR A W N BY MER CHECKED BY JR .......... E 0 0" 1. 111,1061M 0111 0� ........ . .......... .. ........... 1-M 0,�X N '0`1* 00 g gp ................. RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 R E V I S 1 0 N S 1.5-6369 Ph 1 & 2 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. c) NOT PUBLISHED. ALL RIGHTS RESERVED. SHRUBS 'BUSH PEARLI (DART PC ARTEMISIA'POWIS CASTLE' WORMWOOD 5 GAL 159 L 0 LAN SS LANTANA HYBRID LANTANA 5 GAL 168 L 'SPREADING SUNSET' (D LEU FRU LEUCOPHYLLUM FRUTENSCENS TR\EXAS RANGER 5 GAL 121 L S H E E T N U M B E R L140F 19 G) LIG JAP LIGUSTRUM JAPONICUM JAPANESE PRIVET 5 GAL 137 L PROJ ECT NUMBER 16-345 1.5-6369 Ph 1 & 2 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. c) NOT PUBLISHED. ALL RIGHTS RESERVED. F*jllit 11A) I I U", z 1' ULj co SCALEa 11" m 20' — 0' I SGALEu Tv - 20v - Ow N.T.S. 1.5-6369 Ph 1 & 2 D A T E APRIL 28..2017 S C A L E NTS DR A W N BY MER CHECKED BY JR LANDSCAPE ARCHITECTURE & DESIGN , www.(iosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 6369 S H E E T D E S C R I P T 1 0 !� t E V I S 1 0 N S S H E E T N U M B E R L150F 19 P R 0 J E C T N U M B E R 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. 1101 IV&* WWWAIMITIFTAX a 'Zb"M F."Tillelil to] to] Z to] Al 1 E46%4 1 to] ilk 164=1 off"I viloWivivi All END OF SECTION 1.5-6369 Ph 1 & 2 D A T E APRIL 28, 2017 S C A L E N/A D R A W N BY MER CHECKED BY Im JK 0 a w IV, A 1:01 MAIM I WO I END OF SECTION 1.5-6369 Ph 1 & 2 D A T E APRIL 28, 2017 S C A L E N/A D R A W N BY MER CHECKED BY Im JK RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.nosdesi-an.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 63169 PHASE 1 & 2 S H E E T D E S C R I P T 1 0 N mAll go-z"M S H E E T N U M B E R L 160 F P R 0 J E C T N U M B E R 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. X_ In IM I A FA A Wo &VA A IL FiA 9 v ww N 1 7 w In a , . - . . _. . - .. � - - . . - - - . . . . . - - . - .. . .. . - -, - . I w - - - - - - . . — . . . — — — . . � — �. � . . � I � . , 1. P BACKFLOW PREVENTION UNIT BACKFLOW PREVENTION UNIT SHALL BE FACTORY ASSEMBLED AND SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL BACKFLOW PREVENTION UNIT AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. j. VALVE BOXES 1. GATE VALVES AND REMOTE CONTROL VALVES, EXCEPT FOR ANTI—SIPHON VALVES, SHALL BE INSTALLED BELOW GRADE AS INDICATED IN THE DETAILS ON THE DRAWINGS, IN LOCKABLE VALVE BOXES MANUFACTURED BY BROOKS, FRASER, AMETEK, OR APPROVED EQUAL. 2. VALVE BOX LIDS SHALL BE GREEN IN COLOR. GATE VALVES SHALL BE IDENTIFIED BY STAMPING "GV11 ON THE VALVE BOX COVER. REMOTE CONTROL VALVES SHALL BE IDENTIFIED BY STAMPING "RCV" AND STATION NUMBER ON THE VALVE BOX COVER. 3. VALVE BOXES SHALL BE SET ONE INCH (1 11) ABOVE FINISH GRADE, WITH VALVES SET AT SUFFICIENT DEPTH TO PROVIDE APPROPRIATE CLEARANCE BETWEEN THE COVER AND VALVE. K. GATE VALVES 1. GATE VALVES SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALLGATE VALVES AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. 2. THE OPERATING UNIT SHALL BE LINE—SIZED AND HAVE ANY ARROW CAST IN THE METAL INDICATING THE DIRECTION OF OPENING. VALVE SHALL CONFORM TO AMERICAN WATER WORKS STANDARDS. 3. GATE VALVES SHALL BE DESIGNED TO PERMIT DISMANTLING TO REPLACE SEALING COMPONENTS WITHOUT REMOVAL OF THE VALVE BODY FROM THE PIPELINE. 4. GATE VALVES SHALL BE INSTALLED WITH OPERATING NUTS. v.- "ims W A, m In w 0 w wmw gash ion POINT OF CONNECTION TO EXISTING WATER LINES. POINT OF CONNECTION TO EXISTING ELECTRICAL POWER. IRRIGATION VALVES. ROUTING OF IRRIGATION PRESSURE LINES (DIMENSIONS, MAXIMUM 1001 ALONG ROUTE). REMOTE CONTROL VALVES. ROUTING OF CONTROL VALVES. QUICK COUPLING VALVES. OTHER RELATED EQUIPMENT AS REQUESTED BY THE CITY/OWNER. 4. CONTRACTOR SHALL SUBMIT AS—BUILT/RECORD DRAWINGS TO CITY/OWNER FOR REVIEW PRIOR TO COMPLETING CONTROLLER CHARTS. V. CONTROLLER CHARTS CONTRACTOR SHALL PROVIDE TWO (2) CONTROLLER CHARTS FOR EACH CONTROLLER SUPPLIED. THE CONTROLLER CHARTS SHALL SHOW THE AREA CONTROLLED AND SHALL BE THE MAXIMUM SIZE WHICH THE CONTROLLER DOOR WILL ALLOW. THE CONTROLLER CHARTS SHALL BE A PHOTOGRAPHIC PRINT WITH A DIFFERENT COLOR INDICATING THE AREA OF COVERAGE FOR EACH STATION. WHEN COMPLETED AND APPROVED, THE CONTROLLER CHARTS SHALL BE HERMETICALLY SEALED BETWEEN TWO (2) PIECES OF TRANSPARENT PLASTIC, EACH BEING A MINIMUM OF TWENTY (20) MILS THICK. W. OPERATION AND MAINTENANCE MANUALS PREPARE AND DELIVER FOUR (4) INDIVIDUALLY BOUND COPIES OF THE OPERATION AND MAINTENANCE MANUAL TO THE CITY/OWNER AT LEAST TEN (10) CALENDAR DAYS PRIOR TO ACCEPTANCE OF THE WORK. THE MANUAL SHALL INCLUDE DESCRIPTIVE MATERIAL OF EQUIPMENT INSTALLED AND SHALL BE IN SUFFICIENT DETAIL FOR MAINTENANCE PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. EACH COMPLETE, BOUND MANUAL SHALL INCLUDE THE FOLLOWING: INDEX SHEETS STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, LIST OF EQUIPMENT WITF NAMES AND ADDRESSES OF LOCAL MANUFACTURERS REPRESENTATIVES. CATALOG AND PARTS SHEETS ON ALL MATERIAL AND EQUIPMENT INSTALLED. GUARANTEE STATEMENT. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS. Im-m Signature D A T E APRIL 28, 2017 S C A L E N/A D R A W N BY MER CHECKED BY JR ..0 10 -,gw g. 0. Ow Ai 8. RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.(iosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRAC"'T 6369 R F% HAS E I & 2 S H E E T D E S C R I P T 1 0 N IRRIGATION SPECIFlu"ATIONS �AIATAINM�Wl S H E E T N U M B E R Ll 7 OF 19 P R 0 J E C T N U M B E R 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. D, A T E APRIL 28,2017 S C A L E N/A DRAWNBY MER CHECKED BY JR -ANDSCAPE ARCHITECTURE & DESIGN www.(iosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 6369 HAS E 1 & 2 S H E E T D E S C R I P T 1 0 N 1.5-6369 Ph 1 & 2 S H E E T N U M B E R L I 8OF 19 P R 0 J E C T N U M B E R 16-345 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. c NOT PUBLISHED. ALL RIGHTS RESERVED. 'IV iii, I iii'll lei I � 111111111115111 I - 1907114K,11 iiiiiii III A. GENERAL 1 . CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSTALLATION OF PLANT MATERIAL AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 2. CONTRACTOR SHALL COORDINATE PLANTING WITH OTHER SITE IMPROVEMENTS. UNLESS OTHERWISE SPECIFIED, STRUCTURAL IMPROVEMENTS SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING EXISTING SEWER, WATER AND UTILITY LINES ABOVE OR BELOW GRADE THAT MIGHT BE DAMAGED AS A RESULT OF PLANTING OPERATIONS. CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE AND FOR REPLACEMENT OF AFOREMENTIONED UTILITIES. 4. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS, AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. 5. SAMPLES OF FERTILIZERS, SOIL CONDITIONERS, SEED, OR OTHER MATERIALS SHALL BE SUBMITTED TO CITY/OWNER FORTY-EIGHT (48) HOURS PRIOR TO INCORPORATION IN THE WORK. 6. AN AGRICULTURAL SUITABILITY AND FERTILITY ANALYSIS SOILS REPORT SHALL TAKE PRECEDENCE OVER THESE SPECIFICATIONS. B. PLANT MATERIAL QUALITY 1 . PLANT MATERIAL SHALL BE IN ACCORDANCE WITH THE STATE DEPARTMENT OF AGRICULTURE'S REGULATIONS FOR NURSERY INSPECTIONS, RULES AND GRADING. ALL PLANTS SHALL BE OF NO. 1 GRADE AND HAVE A NORMAL HABIT OF GROWTH, AND SHALL BE SOUND, HEALTHY, VIGOROUS AND FREE OF INSECT INFESTATIONS, PLANT DISEASES, SUN SCALDS, FRESH BARK ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS. ALL PLANTS SHALL HAVE A NORMAL, WELL-DEVELOPED BRANCH SYSTEM AND VIGOROUS AND FIBROUS ROOT SYSTEM WHICH IS NOT ROOT BOUND AND IS FREE OF KIINKED OR GIRDLING ROOTS. 2. NURSERY GROWTH STOCK SHALL BE SELECTED FROM HIGH QUALITY, WELL -SHAPED STOCK, GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE PROJECT LOCALE. MINIMUM ACCEPTABLE SIZE OF PLANTS AS INDICATED IN THE DRAWINGS SHALL CORRESPOND WITH THAT NORMALLY EXPECTED FOR THE SPECIES AND VARIETY OF COMMERCIALLY AVAILABLE NURSERY STOCK. 3. WHERE APPLICABLE, CALIPER SHALL BE THE DIAMETER OF THE TRUNK ONE FOOT (11) ABOVE THE GROUND SURFACE. 4. OVERSIZE PLANTS MAYBE USED IF NOT ROOT BOUND, BUT SHALL NOT INCREASE THE CONTRACT PRICE. UP TO TEN PERCENT (10%) OF UNDERSIZED PLANTS IN ANY ONE (1) VARIETY AND GRADE MAY BE USED; PROVIDED THEY ARE LARGER THAN THE AVERAGE SIZE OF THE NEXT SMALLEST GRADE. 5. SCIENTIFIC AND COMMON NAMES CONFORM TO CUSTOMARY NURSERY USAGE. 6. TYPES AND SIZES OF PLANT MATERIALS SHALL BE AS INDICATED ON THE DRAWINGS. QUANTITIES SHOWN ARE A GUIDE ONLY; CONTRACTOR SHALL VERIFY QUANTITIES BY PLAN CHECK. 7. THE CITY/OWNER RESERVES THE RIGHT TO REFUSE OR REJECT ANY UNSUITABLE PLANT MATERIAL. UNSUITABLE PLANTS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED AT THE CONTRACTOR'S EXPENSE. REPLACEMENT PLANTS SHALL BE THE SAME SPECIES, VARIETY, SIZE AND CONDITIONS AS SPECIFIED. Be 'A, 'A �w 1 111 jj�l ii��j I, I I FA 'IIII II FA In VIM IMmorlyalm 0 FBI ill FA&I 0 iiiiii iiii ml&auj Oro 0 kin 0 FAI in g G. SOIL PREPARATION (SHRUB AND GROUND COVER AREAS) 1. FERTILIZING AND CONDITIONING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT AGRICULTURAL SUITABILITY REPORT. 2. IF AN AGRICULTURAL SUITABILITY REPORT IS NOT AVAILABLE, THE FOLLOWING AMENDMENTS, OR APPROVED EQUAL, SHALL BE MECHANICALLY SPREAD AND UNIFORMLY CULTIVATETHE FOLLOWING INTO THE SOIL. HUMATE SOIL CONDITIONER 45% HUMIC ACID IN GRANULIZED PRILLED FORM. (STABLE COMPOST) OR PASSIVE ORGANIC OMRI LISTED- APPLY 4 TONS PER ACRE OR 150-200 LBS PER 1000 SQ. FT. NO TILLIN REQUIRED, RAKE OR DRAG INTO TOP 3-6 INCHES. I LIVE EARTH 8-2-4 PRODUCT- NUTRIENT PAK WITH HUMATE AND IRON- APPLY Y2TON PER ACRE OR 20 LBS PER 1000 SQ. FT. NO TILLING REQUIRED, RAKE OR DRAG INTO TOP 3-6 INCHES. COMPOST MATERIAL- NITRA FIR OR A GREEN WASTE PRODUCT. APPLY 2 TONS PER ACRE. THIS PRODUCT SHOULD BE APPLIED IN CONJUNCTION WITH ABOVE PRODUCTS. lli� ij��lii;�' I I I HSMI� i ! fi� I M re-Twww"k � � I I H. WEED ABATEMENT OPERATIONS 1 . THE IRRIGATION SYSTEM AND FINISH GRADE SHALL BE COMPLETED PRIOR TO WEED ABATEMENT OPERATIONS. 2. CONTRACTOR SHALL OPERATE THE IRRIGATION SYSTEM TO KEEP PLANTING AREAS UNIFORMLY MOIST FOR A PERIOD OF THREE (3) WEEKS (21 CONSECUTIVE CALENDAR DAYS). AT THE END OF THE THREE (3) WEEK PERIOD, CONTRACTOR SHALL SPRAY ALL VISIBLE WEEDS WITH A CONTACT HERBICIDE. APPLICATION METHOD SHALL BE AS RECOMMENDED BY MANUFACTURER. AFTER SPRAYING, PLANTING AREAS SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. REMOVE WEEDS FROM SITE. 3. WATER SEVEN (7) ADDITIONAL CONSECUTIVE CALENDAR DAYS FROM THE FIRST APPLICATION, AND APPLY A CONTACT HERBICIDE AS MAY BE NECESSARY. AFTER SECOND SPRAYING, WATER SHALL NOT BE APPLIED FOR AN ADDITIONAL FORTY-EIGHT (48) HOUR PERIOD. APPLICATIONS SHALL CONTINUE AT SEVEN (7) DAY INTERVALS AS DETERMINED BY THE CITY/OWNER. 4. CONTRACTOR SHALL APPLY SPRAY CHEMICALS WHEN AIR CURRENTS ARE STILL; PREVENTING DRIFTING ONTO ADJOINING PROPERTY AND PREVENTING ANY TOXIC EXPOSURE TO PERSONS WHETHER OR NOT THEY ARE IN OR NEAR THE PROJECT. 5. WEEDS AND DEBRIS SHALL BE DISPOSED OF OFF-SITE. 1. BACKFILL 1. BACKFILL SHALL BE AS SPECIFIED IN THE PROJECT AGRICULTURAL SUITABILITY REPORT; MACHINE -MIXED AND APPROVED BY THE CITY/OWNER PRIOR TO INCORPORATION IN PLANTING PITS. 2. IF A AGRICULTURAL SUITABILITY REPORT IS NOT AVAILABLE, THE FOLLOWING AMENDMENTS OR APPROVED EQUAL, SHALL BE INCORPORATED: LIVE EARTH HUMATE SOIL CONDITIONER PRODUCT @ 1,CUP PER GALLON PLANT MIXED WITH NATIVE BACKFILL J. INSTALLATION 1. STAKE PLANT LOCATIONS AND SECURE APPROVAL FROM THE CITY/OWNER BEFORE EXCAVATING PITS. EXCAVATED PITS SHALL BE AS INDICATED IN THE DETAILS ON THE DRAWINGS. DUST SIDES OF PITS WITH GYPSUM BEFORE BACKFILLING. 2. CONTAINERS SHALL BE OPENED AND REMOVED SUCH THAT THE ROOTBALL IS NOT INJURED. 3. WATER ALL PLANTING AREAS THOROUGHLY AFTER INSTALLATION OF PLANT MATERIALS. ADDITIONAL BACKFILL SHALL BE ADDED TO FILL VOIDS CAUSED BY WATER SETTLEMENT. K. TREE STAKING TREES SHALL BE STAKED AT TIME OF PLANTING AS INDICATED IN THE DETAILS ON THE DRAWINGS. L. GUARANTEE 1 . CONTRACTOR SHALL GUARANTEE PLANT MATERIAL THROUGH ONE (1) FULL YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK. 2. REPLACEMENT PLANT MATERIAL SHALL BE OF THE SAME SPECIES, VARIETY, &I SIZE AS ORIGINALLY PLANTED AND SHALL BE GUARANTEED FOR ONE (1) FULL YEAR FROM THE DATE OF RE -PLANTING. 3. COST INCURRED DUE TO REPLACEMENT OF DEAD OR DYING PLANT MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. I END OF SECTION POST -INSTALLATION MAINTENANCE PERIOD In in A,, In b In I in in a a as in' SHRUB/GROUNDCOVER AREAS IF AN AGRICULTURAL SUITABILITY SOILS REPORT IS NOT AVAILABLE, GROUND COVER AREAS SHALL BE FERTILIZED WITH LIVE EARTH 8-2-4 PRODUCT OR APPROVED EQUAL EVERY FORTY-FIVE (45) CALENDAR DAYS, AT A RATE RECOMMENDED BY THE MANUFACTURER. TREES 1 . IF REQUIRED, OR AT THE DIRECTION OF THE CITY/OWNER, TREES PLANTED AS PART OF THE CONTRACT SHALL BE PRUNED OR HEADED BACK, TO ELIMINATE DISEASED OR DAMAGED GROWTH, REDUCE TOPPLING OR WIND DAMAGE, MAINTAIN GROWTH WITHIN SPACE LIMITATIONS, MAINTAIN NATURAL APPEARANCE, DUE TO VANDALISM, AND TO BALANCE THE CROWN WITH THE ROOT STRUCTURE. 2. STAKING OF TREES SHALL BE CHECKED FREQUENTLY FOR DAMAGE, AND TO PREVENT CHAFFING OR GIRDLING. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DUE TO IMPROPER STAKING MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. AT THE REQUEST OF THE CITY/OWNER, WOUNDS OVER ONE AND ONE-HALF INCH (1 1/211) IN DIAMETER MAY BE SEALED WITH AN APPROVED TREE SEAL. 4. DEAD OR DYING TREES SHALL BE IMMEDIATELY REPLACED AT THE CONTRACTOR'S EXPENSE WITH MATERIAL OF THE SAME SPECIES AND SIZE AND GUARANTEED AS DESCRIBED IN THESE SPECIFICATIONS. 5. CONTRACTOR SHALL EXERCISE PREVENTIVE MEASURES WHEN USING STRINGLINE TRIMMERS NEAR TREE TRUNKS. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT OF TREES DUE TO IMPROPER MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. F. INSPECTION UPON COMPLETION OF THE POST -INSTALLATION MAINTENANCE PERIOD, CONTRACTOR SHALL REQUEST AN INSPECTION FOR ACCEPTANCE OF THE WORK PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE REQUEST SHALL BE MADE TO THE CITY/OWNER, A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO THE DATE FOR INSPECTION. END OF SECTION D A T E APRIL 28, 2017 S C A L E N/A DR A W N BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.(iosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME TRACT 6369 PHASE I & 2 S H E E T D E S C R I P T 1 0 N PLANTING""' 104�11rol MS RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-6369 Ph 1 & 2 c NOT PUBLISHED. ALL RIGHTS RESERVED.