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HomeMy WebLinkAbout5.5-12135 Ph 1LANDSCAPE ARCHITECTURAL,D RAW BOLTHOUSE PROPERTIES SUMP STREETSCAPE PM 12135, Phase 1 (PRIVATELY MAINTAINED) BAKERSFIELD., CALIFORNIA VICINITY MAP PROJECT LOCATION MAP :3+}fiY`�F �t6 +��. � 'e�z�''fai��nrk�L;Mi3� .,`` \. • E � „ PROJECT ITEC.` 4 z : : Sot - i . ;t E x.......:: �.i �. t MMS , P.3e7IE1.2 NIrtR:,% 2 PAW�::t.'3 �` �� a�At$C�"La aix;ie» >:.•.--" � .-... :".:^^•wvA"" ... :. .y_..u, ... PIV 904 l'3'dU0, �?M' € ��, q.• �pv,a ...: �_,,<... .:. :'� . � "z'�"`�-, ..--�,.� •�.,.,..,M _ • y ' I `> t a. wa Lu ELI Or is { i 'Xt i J kx`e.'F > i.< _..._...._._:.....__...:......................... DRAWING INDEX L1 COVER SHEET L2 IRRIGATION HYDROZONE PLAN L3 IRRIGATION PLAN L4 IRRIGATION LEGEND AND DETAILS L5 IRRIGATION DETAILS, NOTES AND CALCULATIONS L6 CITY OF BAKERSFIELD NOTES L7 PLANTING PLAN, LEGEND, NOTES AND DETAILS L8 SPECIFICATIONS L9 SPECIFICATIONS L10 SPECIFICATIONS F r Vii. �,• ' "+f �° .a '� . —ate � F� - � a. r , � ii i � +-�. #� s 4 r _ lip 'kms -' �"�•Is. -'� •,tti'i •.�J.,,,y't.p —~4 S �'��. a Zi. ,i' ti�+,t±*�i ♦ i JJ e •. :-. eJAW swvAar�Astois#°rr r wt SFE MIAS fW StW O t +fit t 1 is 3..' 7,t 7w.. Jr LA warn met r (q'1t swu mv) x LANDSCAPE PARKWAY SECTION NOT TO SCALE GENERAL PROJECT NOTES RIOS DESIGN STUDIO HAS TAKEN CARE TO RESEARCH APPLICABLE CODES AND REQUIREMENTS IN PREPARING THESE DRAWINGS AND IS RESPONSIBLE FOR CHANGES TO SUCH OCCURRING AFTER AGENCY APPROVAL OR DURING INSTALLATION. 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). IN CALIFORNIA AND NEVADA, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT AT 811 PRIOR TO PERFORMING ANY CONSTRUCTION WORK. IN OTHER AREAS, CONTRACTOR SHALL CONTACT A SIMILAR AGENCY/ORGANIZATION. AS REQUESTED BY THE DISTRICT, RIOS DESIGN STUDIO WILL VISIT THE SITE AT INTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO REVIEW THE PROGRESS AND QUALITY OF WORK AND TO DETERMINE IN GENERAL IF THE WORK IS BEING PERFORMED IN A MANNER INDICATING THAT THE WORK, WHEN COMPLETED, WILL BE 114 SUBSTANTIAL CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. HOWEVER, RIOS DESIGN STUDIO WILL NOT MAKE EXHAUSTIVE OR CONTINUOUS ON-SITE INSPECTION TO CHECK QUALITY OF THE WORK. RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH 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, OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. IN THE EVENT DISTRICT CONSENTS TO, ALLOWS, AUTHORIZES OR APPROVES OF CHANGES TO ANY PLANS, SPECIFICATIONS, OR OTHER CONSTRUCTION DOCUMENTS, AND THESE ALTERATIONS ARE NOT APPROVED IN WRITING BY RIOS DESIGN STUDIO, THE DISTRICT RECOGNIZES THAT SUCH ALTERATION AND THE RESULTS THEREOF ARE NOT THE RESPONSIBILITY OF RIOS DESIGN STUDIO. IN ADDITION, THE OWNER 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 OF DEFENSE) ARISING FROM SUCH ALTERATIONS. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK. CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR ACTS AND OMISSIONS OF THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING PORTIONS OF THE WORK UNDER A CONTRACT WITH CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONSTRUCTION CONTRACT. PLANS WERE DESIGNED BY REFERENCING: 1. SITE PLAN WAS OBTAINED FROM BOLTHOUSE PROPERTIES ON 06/19/2015. 2. AGRICULTURAL SUITABILITY ANALYSIS PREPARED BY MIDWEST LABORATORIES. 3. SOIL PREPARATION AND AMENDMENT RECOMMENDATIONS PREPARED BY LIVE EARTH PRODUCTS. ALL PUBLIC LANDSCAPE IMPROVEMENTS SHALL BE MAINTAINED BY THE DEVELOPER (BOLTHOUSE PROPERTIES, LLC) OR AN ESTABLISHED ASSOCIATION AS PART OF AN APPROVED LANDSCAPE MAINTENANCE AND LICENSED AGREEMENTS WITH THE CITY OF BAKERSFIELD, AT WHICH A FINAL ACCEPTANCE BY THE CITY OF BAKERSFIELD FOR THE IMPROVEMENTS CAN BE ACHIEVED. MEAN EIOS, RIGS DESIGN STUDIO, LLC RLA3260, VXPIRES 9-30-16 REVIEWED BY: RECREATION AND PARKS DEPARTMENT ATE REVIEWED BY: Xz A'_���-- TRAFFIC ENGINEER DATE 'jft7//S DATE APPROVED B Y. - qt b t' 4. NICOLAS C. FIDLER, PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE R.C.E.#61069, EXP. 12-31-16 APRROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENACE D A T E SEPTEMBER 9, 2015 SCALE N/A DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.dosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME BOLTHOUSE PROPERTIES SUMP STREETSCAPE PM 12135 PHASE 1 BOLTHOUSE PROPERTIES 2000 OAK STREET, SUITE 250 BAKERSFIELD, CA 93301 PHONE (661 ) 323-4005 S H E E T D E S C R I P T I O N COVER SHEET R E V I S I O N S �. -12!55 P14 j S H E E T N U M B E R Ll OF 10 P R O JE C T N U M B ER 15-241 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. f 0 NOT PUBLISHED. ALL RIGHTS RESERVED. / ... ............................... ............. ............... ........... ..................... ................... .........- I ..................... ........................... -1- Maximum .Maximum Applied Water Allowance Calculations for New and Rehabilitated Landscapes Acre-feet Millions of Gallons ET,, (inches/year) 2 LA (f# ) MAiNA ET x x.52 x fi .7xLA 0.3xSLA <' ( Gallons } E sthymted Total Water Us ETY. VU = (ETo 0.6.2) [(PF HA EE) + SLA] a ............................................................................................................................................................. ....... I. . ................ .............................................................................................. .................. Hydrozone Information Table ....... ... .....................................................,�, HYDROZONE SUMMARY D A T E SEPTEMBER 9, 2015 SCALE 1"=20'_0" DRAWN BY MER CHECKED BY JR RIos DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.riosdesign.com 5.5 - /2/55 PA / PROJECT & CLIENT NAME BOLTHOUSE PROPERTIES SUMP STREEfSCAPE BOLTHOUSE PROPERTIES 2000 OAK STREET, SUITE 250 BAKERSFIELD, CA 93301 PHONE (661) 323-4005 S H E E T D E S C R I P T I O N HYDROZONE PLAN R E V I S I O N S SHEET N U M B E R L20F 10 PROJECT NUMBER 15-241 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. TOTAL LANDSCAPE AREA - 7,058 SF Hydrozone Information Table 9. Hydrozone .......... _.... . ... 2. Hydrozone 3. Square Footage .. .. . 4. Jo ofTota i 5. Column 2 Information Water Use of Hydrozone Square Footage 'multipled by .........................................................................:....... on Diagram ................................................................................ setting .........................:................................................ Coverage ......; . ............ Column 4 A 2 6633°SF 93,93 % € 1,88 B2 ..................................... . 425 SF 6.02 % 0.12 Total Square 7058 S 100.00% 2.00 Footage D A T E SEPTEMBER 9, 2015 SCALE 1"=20'_0" DRAWN BY MER CHECKED BY JR RIos DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.riosdesign.com 5.5 - /2/55 PA / PROJECT & CLIENT NAME BOLTHOUSE PROPERTIES SUMP STREEfSCAPE BOLTHOUSE PROPERTIES 2000 OAK STREET, SUITE 250 BAKERSFIELD, CA 93301 PHONE (661) 323-4005 S H E E T D E S C R I P T I O N HYDROZONE PLAN R E V I S I O N S SHEET N U M B E R L20F 10 PROJECT NUMBER 15-241 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. Z 0 PULL BOX, TYP.- PULL AND BUNDLE 2 -WIRE — CABLE'D' FOR FUTURE EXPANSION OF SYSTEM. PULL BOX, TYP.- PULL AND BUNDLE 2 -WIRE CABLE'C' FOR FUTURE EXPANSION OF SYSTEM. IDA Il VALVE IDENTIFICATION KEY POINT -OF -CONNECTION INFORMATION NOTES VALVE STATION VALVE G. P.M. 2" WATER METER • REFER TO SHEET L4 FOR IRRIGATION NUMBER STATIC WATER PRESSURE- 80 PSI LEGEND AND DETAILS. i-, F 1 10 2" RP BACKFLOW PREVENTER . REFER TO SHEET L5 FOR IRRIGATION VALVE SIZE 1" TREE 0-- DESCRIPTION 50 STATION 2 -WIRE CONTROLLER DETAILS, NOTES AND CALCULATIONS. MAXIMUM FLOW DEMAND- 80 GPM n PULL BOX, TYP.- PULL AND BUNDLE 2 -WIRE — CABLE W FOR FUTURE EXPANSION OF SYSTEM. .... ..... : : k TWO WIRE CABLE NOTES: • THE IRRIGATION CONTROLLER SHALL BE - ,,,., ................................. INSTALLED WITH FIVE (5) SEPARATE 2 -WIRE CABLE RUNS. • SEE NOTES ABOVE FOR THE AREAS TO BE SERVED BY CABLE RUNS A,B,C & D. --` -' • MASTER VALVE AND FLOW SENSOR TO BE CONNECTED TO CABLE RUN E. "''' W"""' III I III 47-1-1 ............................................�I _.......... ,..._.,. I I III 3- FERTIGATION UNIT TREE IRRIGATION PLAN _,uk HOUSE DRIVE CAP MAINLINE FOR FUTURE EXPANSION 1Y' FLOW SENSOR GATE VALVE, TYP. I I 2" MASTER VALVE QUICK COUPLER, TYP. III 2" RP BACKFLOW DEVICE IRRIGATION MAINLINE, TYP.2" WATER METER INSTALL WITHIN LANDSCAPE AREA 6" PIPE SLEEVE AND 11 �. 3- �2�WIRESLEEVE. F "r — _ _ ....�. ..... .–. PB ,. ...... .................................. •. — , , — — • , ? FLUSH VALVE, TYPICAL • 1%i" PIPE SLEEVE ,, "�'- - C 11� .:. CABLE RUN 'D' - TO SERVE ALL IRRIGATION CONTROL CABLE RUN'C' - TO SERVE ALL IRRIGATION CONTROL —.. —.. VALVES INSTALLED ALONG THE NORTH SIDE OF I I VALVES INSTALLED ALONG THE NORTH SIDE OF BOLTHOUSE DRIVE WEST OF STATION 47+00. III BOLTHOUSE DRIVE EAST OF STATION 47+00. I I III � PIPE SLEEVE AND II T TWO 2” SLEEVES FOR 2 -WIRE CABLES •"'` � '?"' * VE ': I: E TO BE �,:I" NSTAGEDOTOSERVENLANDSCAPE RRIGATION ON THE NORTHSIDE OF BOLTHOUSE DRIVE. 3' I I I CABLE RUN'B' - TO SERVE ALL IRRIGATION CONTROL CABLE RUN - TO SERVE ALL IRRIGATION CONTROL L II L L H BOLTHOUSE DRIVE WEST OF STATION 47+00. BOLTHOUSE DRIVE EAST OF STATION 47+00, PULL BOX, TYP.- PULL AND BUNDLE 2 -WIRE III CABLE'B' FOR FUTURE EXPANSION OF SYSTEM. LI IDA Il VALVE IDENTIFICATION KEY POINT -OF -CONNECTION INFORMATION NOTES VALVE STATION VALVE G. P.M. 2" WATER METER • REFER TO SHEET L4 FOR IRRIGATION NUMBER STATIC WATER PRESSURE- 80 PSI LEGEND AND DETAILS. i-, F 1 10 2" RP BACKFLOW PREVENTER . REFER TO SHEET L5 FOR IRRIGATION VALVE SIZE 1" TREE 0-- DESCRIPTION 50 STATION 2 -WIRE CONTROLLER DETAILS, NOTES AND CALCULATIONS. MAXIMUM FLOW DEMAND- 80 GPM n PULL BOX, TYP.- PULL AND BUNDLE 2 -WIRE — CABLE W FOR FUTURE EXPANSION OF SYSTEM. .... ..... : : k TWO WIRE CABLE NOTES: • THE IRRIGATION CONTROLLER SHALL BE - ,,,., ................................. INSTALLED WITH FIVE (5) SEPARATE 2 -WIRE CABLE RUNS. • SEE NOTES ABOVE FOR THE AREAS TO BE SERVED BY CABLE RUNS A,B,C & D. --` -' • MASTER VALVE AND FLOW SENSOR TO BE CONNECTED TO CABLE RUN E. "''' W"""' III I III 47-1-1 ............................................�I _.......... ,..._.,. I I III 3- FERTIGATION UNIT TREE IRRIGATION PLAN _,uk HOUSE DRIVE CAP MAINLINE FOR FUTURE EXPANSION 1Y' FLOW SENSOR GATE VALVE, TYP. I I 2" MASTER VALVE QUICK COUPLER, TYP. III 2" RP BACKFLOW DEVICE IRRIGATION MAINLINE, TYP.2" WATER METER INSTALL WITHIN LANDSCAPE AREA 6" PIPE SLEEVE AND 11 �. 3- �2�WIRESLEEVE. F "r — _ _ ....�. ..... .–. PB ,. ...... .................................. •. — , , — — • , ? FLUSH VALVE, TYPICAL • 1%i" PIPE SLEEVE ,, "�'- - C ........... ... i RIPPERLINE INSTALLED AT 24" O.C.. TYP. -- - .,_,,. ------ - ELECTRICAL POWERSUPPLY, '*:, `iRRIGAMONCONTROLLER—./ RAIN SHUT-OPFSENSOR� CONTZgl_LER,GROUNDIPf6RO6. SCH 40 PVC HE ADE AT END DRIPPERLINE RUNS : TYP: T .:. 1"-20' DRAW N BY —.. —.. _ .. — .. _ ..OF ........... ... i RIPPERLINE INSTALLED AT 24" O.C.. TYP. -- - .,_,,. ------ „.... „_ ,,,,,,, ,,,,,, ,,,,,- ...,.. .:. 1"-20' DRAW N BY ------------ _ ,,, ,,,,,, .,,,,,, ,,,, .,,,,... ....,. ... ....... ...... ...... ...... ...... .....:. SHRUB IRRIGATION PLAN �s 5 z? • p14 �N"DSCApF QP RIOS A, C -D rn W ✓ C7 ckl: i oture * EPT M E 3 20Y6 Ex i t' f �Q l ote 9TF OF D A T E SEPTEMBER 9, 2015 SCALE 1"-20' DRAW N BY JR CHECKED BY MER .: � 1` \ \ \ �\ a. `..* _: 04 \.. Egg ol liiii\ . :.... ..< \ .., c low 4 Aft RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME BOLTHOUSE PROPERTIES SUMP STREEfSCAPE BOLTHOUSE PROPERTIES 2000 OAK STREET, SUITE 250 BAKERSFIELD, CA 93301 PHONE (661) 323-4005 S H E E T D E S C R I P T I O N IRRIGATION PLAN R E V I S I O N S SHEET N U M B ER L30F 10 PROJECT NUMBER 15-241 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. FRONT VIEW 0 RAIN SHUT-OFF DEVICE, REFER TO LEGEND FOR SPECIFICATION U22 -WIRE CONTROLLER- PER LEGEND 30 CONTROLLER ENCLOSURE - PER LEGEND O4 GROUND WIRE CONDUIT, 1 1/2" MIN. GROUND CONTROLLER PER ASIC GUIDELINES 50 QUICK PAD MOUNTING BRACE O6 QUICKPAD - 3/16" MINIMUM THICKNESS ALUMINUM POWDERCOATED PREFORMED PAD, FOR STRONGBOX ENCLOSURES O7 FINISH GRADE - 2" BELOW TOP OF QUICKPAD O8 QUICK PAD MOUNTING BASE 90 2 -WIRE CABLE TO CONTROL VALVES. 10 PVC LONG SWEEP ELL - SIZE AS REQUIRED. 11 PEA GRAVEL 3/4 FULL INSIDE BASE. 12 120 -VOLT ELECTRICAL SERVICE IN CONDUIT. PEDESTAL MOUNT CONTROLLER % SCALE: NTS 10 0 WYE STRAINER WITH 20 MESH SCREEN- IF REQUIRED BY LOCAL CODE 0 INSULATED BACKFLOW ENCLOSURE AS INDICATED IN LEGEND p REDUCED PRESSURE BACKFLOW PREVENTER AS INDICATED IN LEGEND VALVE BOX WITH COVER 2 4 4 BALL VALVE p00 0 00 000 0° op�g TUBE TO BLUE CONNECTIONS p 0,� �oe�0 ��VV)o 3 5 b GALV. NIPPLE 3" MIN. LENGTH 30" LINEAR LENGTH OF WIRE, 1 5 b GALV. 90° ELL (TYPICAL) FINISH GRADE/TOP OF MULCH PVC MAINLINE PIPE 1 7 7 GALV. UNION (TYPICAL) PURCHASED SEPARATELY. - _Z N 8 8 GALV. NIPPLE (TYPICAL) - -1 RAIN BIRD PRB KCHK 00 Q 4 9 9 FINISH GRADE 4 O WATERPROOF CONNECTION 10 GALVANIZED COUPLING SET I-13 I I-�1 1/4" TUBING CLAMP - BOTH THE FLUSH WITH CONCRETE `` ' 8 13 i° 10 1=== < 11 (TYPICAL) 90 PVC SCH 40 FEMALE ADAPTOR _ 1 1 PVC MALE ADAPTER TO 4 //�\/ 15 IRRIGATION SYSTEM 3 3" MIN. 12 12 12"x12"x12" CONCRETE '\//�\�j 16 THRUST BLOCKS NOTES: EVENLY COAT GALV. IRON PIPE FITTINGS EXPOSED TO SOIL AND CONCRETE WITH 3M SCOTCHRAP PIPE PRIMER AND THEN WRAP WITH 3M SCOTCHRAP NO. 51 BLACK PVC TAPE (3/4" OVERLAP) ENCLOSURE OCCURS AT EACH BACKFLOW UNIT 13 3/4" HOSE BIB 14 TO POINT OF CONNECTION ADAPT AS REQUIRED 15 CONCRETE PAD- SIZE AS DETERMINED BY SIZE OF BACKFLOW UNIT AND CAGE RP BACKFLOW PREVENTER U J SCALE: NTS O 30" LINEAR LENGTH OF WIRE COILED O2 APPROVED WATERPROOF WIRE CONNECTORS, TYP. O3 VALVE IDENTIFICATION TAG O4 VALVE BOX WITH LOCKING LID. HEAT BRAND 'MV' ON LID. 50 FINISH GRADE/TOP OF MUL 0 MASTER CONTROL VALVE PER IRRIGATION LEGEND O PVC SCH 80 NIPPLE (CLOSE 80 PVC SCH 40 MALE ADAPTEF PVC MAINLINE PIPE O 10 BRICK (1 OF 4) 11 3" MIN. DEPTH OF 3/4" WASHED GRAVEL 12 CONTROL WIRES 13 SCH 80 PVC UNION 14 EXTENSION LENGTH AS REQUIRED MASTER CONTROL VALVE SCALE: NTS FINISHED GRADE IN TURF AREAS O v2 PLASTIC RECTANGULAR VALVE BOX WITI BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAP EDGE. HEAT BRAND "FS" ONTO LID. O FLOW SENSOR, PER IRRIGATION LEGENC 4O FINISHED GRADE IN SHRUB AREAS O 24" WIRE LOOP O PVC MAINLINE PIPE TO MASTER VALVE (NOT LESS THAN 10 PIPE DIAMETERS) PER MANUFACTURER'S SPECIFICATIONS 2 CF OF 3/4" CRUSHED GRAVEL O 0 BRICK SUPPORTS 90 PVC MAINLINE PIPE FROM MASTER VALVE (NOT LESS THAN 5 PIPE DIAMETERS) PER MANUFACTURER'S SPECIFICATIONS. 10 LANDSCAPE FABRIC 4 '5 10 FINISH GRADE/TOP OF MULCH O7 REMOTE CONTROL VALVE: RAIN BIRD PESB IRRIGATION LEGEND 1 NOTE: 4 3 2 ITEMS 3, 4, 5, 6, 7 AND 8 ARE 20 VALVE BOX WITH COVER RAINBIRD (INCLUDED IN XCZ-PRB-100-COM KIT) p00 0 00 000 0° op�g TUBE TO BLUE CONNECTIONS p 0,� �oe�0 ��VV)o PATTERN := INCLUDED WITH THE 30 30" LINEAR LENGTH OF WIRE, U8 PRESSURE REGULATING QUICK QUANTITY F FINISH GRADE/TOP OF MULCH PVC MAINLINE PIPE 1 EZ SYSTEM. ITEM 11 IS f.COILED CHECK BASKET FILTER: PURCHASED SEPARATELY. 11 PVC MAINLINE PIPE AND COUPLING - -1 RAIN BIRD PRB KCHK 00 Q 4 (LENGTH AS REQUIRED) 6 . � 7 4 O WATERPROOF CONNECTION ADJACENT TO PAVING. INSTALL WITH (MODEL #ETC -LX -ET) ET MANAGER CARTRIDGE AND PROVIDE (INCLUDED IN XCZ-PRB-100-COM KIT) 9 12 14\/\\ 80 1/4" TUBING CLAMP - BOTH THE 1 `` ' 8 13 i° 10 1=== < 5 O 1"BALL VALVE (INCLUDED ( C 90 PVC SCH 40 FEMALE ADAPTOR QUANTITY SYMBOL I MANUFACTURER MODEL NO. / DESCRIPTION FLOW F PSI RADIUS DETAIL H/L5 _ _ _ 1.0 GPM 120-90 FLOOD � REPRESENTS 2 UNITS WITH .5 GPM EACH 1402 (EACH SYMBOL S S 17 RAINBIRD RWS B C C ( 70 WATER IN - CONNECT BLACK IN XCZ-PRB-100-COM KIT) 10 PLACE 3 FEET OF EXTRA 1 ® EXISTING 2" WATER METER- BY OTHERS 1 ® RAINBIRD MODEL #ESP-LXD 50 STATION TWO WIRE DECODER CONTROLLER ( ) p00 0 00 000 0° op�g TUBE TO BLUE CONNECTIONS p 0,� �oe�0 ��VV)o O6 VALVE IDENTIFICATION TAG LATERAL PIPE o 0 0�::::._:,:::' p o� �p� 0�0 ' > 4 ON PROPORTIONING CAP 2 8 11 O PVC SCH 80 NIPPLE FINISH GRADE/TOP OF MULCH PVC MAINLINE PIPE 1 O INSTALL WITHIN VIT STRONGBOX STAINLESS STEEL ENCLOSURE, WITHIN LANDSCAPE SHRUB BED REMOTE CONTROL VALVE 11 PVC MAINLINE PIPE AND COUPLING 1 3 4 (LENGTH AS REQUIRED) 2 13 M13011 DECODER ADJACENT TO PAVING. INSTALL WITH (MODEL #ETC -LX -ET) ET MANAGER CARTRIDGE AND PROVIDE 1 9 12 14\/\\ 80 1/4" TUBING CLAMP - BOTH THE 1 //\/� 12 PVC SCH 40 ELL PVC SCH 40 MALE ADAPTER \ O (MODEL #DPU -210) DECODER PROGRAMMING UNIT \/�\\ 4 //�\/ 15 PVC LATERAL PIPE 3 3" MIN. 1 1 11 9 GREEN AND BLUE COUPLING '\//�\�j 16 3" MIN. DEPTH OF 3/4" 1 NO SYMBOL RAINBIRD (MODEL #LIMRKIT) HAND HELD TRANSMITTER, RECEIVER AND CARRYING CASE - WASHED GRAVEL MAINLINES 3" SIZE AND LARGER TO BE CONNECTED USING HARCO OR LEEMCO FITTINGS MULCH TUBING CONNECTIONS 6 7 13 PVC SCH 80 NIPPLE 10 PVC MAINLINE PIPE 14 ESP-LXD CONTROLLER) COMMUNICATION WIRE TO NEXT PRESENT TO OWNER'S AUTHORIZED REPRESENTATIVE AT PROJECT TURN OVER. O1 FINISH GRADE O APPROVED BACKFILL WASHED GRAVEL 9 (2" LENGTH, HIDDEN) 1 ® WCS RAINGUARD INSTALL WITHIN STRONGBOX RGVRSS VANDAL RESISTANT ENCLOSURE. 20 PLASTIC 30" L x 18" D x 17" W 10 PVC MAIN LINE TO VALVE 1 1 10 AND PVC SCH 40 ELL SCALE: NTS INSTALL ON SIDE OF CONTROLLER PEDESTAL AND WIRE TO CONTROLLER. VALVE BOX & LOCKABLE COVER MANIFOLD 1 14 PVC SCH 40 TEE OR ELL 1 8 FEBCO (MODEL#975XL) 2" RP BACKFLOW PREVENTER. 30 PROPORTIONING CAP WITH FEED 11 EZ BALL VALVE COUPLING I ♦ I 15 MAINLINE PIPE TO BE INSTALLED ON -GRADE AND COVER WITH MULCH. INSTALL WITHIN STRONGBOX SBBC-45SS BACKFLOW ENCLOSURE ADJUSTMENT KNOB (MODEL#TLFV-1) DRIPPERLINE SYSTEM AUTOMATIC FLUSH VALVE CONNECTOR - INSTALL _ p9(�(] INSTALL WITHIN LANDSCAPE AREAS. NO SYMBOL 3M INSTALL V.I.T. POLAR BEARIER SLIP-ON INSULATING COVER SIZED TO FIT OVER BFP ASSEMBLY 40 EZ-FLO SHUT OFF VALVES © ACCORDING TO WATER FLOW 1 1 O p�o� 000 00 16 3" MINIMUM DEPTH OF 1 My SUPERIOR (MODEL#3200) 2" NORMALLY CLOSED MASTER VALVE- CONNECT MASTER VALVE TO TWO WIRE CABLE O EZ-FLO MODEL EZ010-FX FERTILIZING VALVE BOX WITH DROP IN STYLE LOCKING LIDS DIRECTION ARROW 16 ENGINEERING 3/" WASHED GRAVEL 6 WITH (#MODEL FD-101TURF) SINGLE VALVE 2 -WIRE DECODER 1 Q RAINBIRD (MODEL#FS150B) 1 1/2" BRASS FLOW SENSOR (FLOW RANGE 2-82.6 GPM) - INSTALL PER MANUF. 12 6" MIN. LAYER PEA GRAVEL SYSTEM 27" L x 12" D x 14" H 17 17 PVC SCH 80 NIPPLE, 9" ROUND SERIES 910L 1G2G VALVE BOX FOR QUICK COUPLERS 13 (2 CU. FT.) PVC MAIN LINE FROM BACKFLOW - VB -STD (STANDARD RECTANGULAR VALVE BOX WITH LOCKING LID) - PULLBOX FOR 2 -WIRE CABLE. CLOSE (INCLUDED IN CAP ENDS OF 2 -WIRE CABLE WITH 3M DBY/R-6 WIRE CONNECTORS. RECOMMENDATIONS. CONNECT FLOW SENSOR TO TWO WIRE CABLE WITH (#MODELSD210TURF) 2 -WIRE O FERTILIZER OUT - CONNECT CLEAR N/A CONCRETE THRUST BLOCKS TO BE INSTALLED WHEREVER MAINLINE TEES OFF OR CHANGES DIRECTION E❑ XCZ-PRB-100-COM KIT) 120 VOLT (SINGLE PHASE) ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, SENSOR DECODER. VERIFY ACTUAL LOCATION IN FIELD TUBE TO GREEN CONNECTIONS ON PREVENTER USE THE FOLLOWING CALIBRATION VALUES FOR THE FLOW SENSOR PROPORTIONING CAP AND COUPLING 14 LANDSCAPE FABRIC 13 14 15 K= 1.06526 EZ-FLO FERTILIZING SYSTEM (�E DRIP ZONE H VALVE ASSEMBLY OFFSET= 0.0892 USE 3M DBR/DBYCONNECTORS FOR FLOW SENSOR WIRE CONNECTIONS. SCALE: NTS SCALE: NTS 1 EZ-FLO (MODE L#EZ010-HC) 10 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN 36"x24"x24" VALVE BOX 0 FINISH GRADE 20 ROUND VALVE BOX 3D GATE VALVE- MANUFACTURER AND MODEL AS INDICATED IN LEGEND, OR APPROVED EQUAL O EXTENSION LENGTH- AS REQUIRED O PVC MALE ADAPTER 60 3/4 WASHED CRUSHED AGGREGATE BASE OR PEA GRAVEL IRRIGATION MAINLINE ELEVATION P\ GATE VALVE SCALE: NTS 1 30" LINEAR LENGTH OF WIRE COILED O7 PVC SCH 80 NIPPLE (CLOSE) 2 APPROVED WATERPROOF WIRE g PVC SCH 40 ELL REMOTE CONTROL VALVE V % SCALE: NTS FLOW SENSOR V I SCALE: NTS EXAMPLE: FOR 3" FLOW SENSOR - DIMENSION A- 30" MINIMUM, DIMENSION B- 15" MINIMUM, NOTES: INSTALL FLOW SENSOR PER THE MANUFACTURER'S RECOMMENDATIONS, USING MANUFACTURER REQUIRED WATERPROOF WIRE CONNECTORS. WIRE TO IRRIGATION CONTROLLER. NOTES: 3 O PLACE 3 FEET OF EXTRA 2 CONNECTORS, TYP. WIRE IN EVERY VALVE BOX 3 VALVE IDENTIFICATION TAG O PVC SCH 80 NIPPLE - FOR EASIER SERVICING. DBR/DBY SERIES WIRE CONNECTORS (1 OF 2) (LENGTH AS REQUIRED) 4 VALVE BOX WITH LOCKING LID 10 BRICK (1 OF 4) 5 FINISH GRADE/TOP OF MULCH PVC MAINLINE PIPE 1 O 6 REMOTE CONTROL VALVE 11 PVC MAINLINE PIPE 12 PER IRRIGATION LEGEND 12 SCH 80 NIPPLE (2" LENGTH, 2 13 M13011 DECODER HIDDEN) AND SCH 40 ELL 1 4 5 13 PVC SCH 40 TEE OR ELL 1 ° do 14 PVC SCH 40 MALE ADAPTER \ O / / \/�\\ 4 //�\/ 15 PVC LATERAL PIPE 3 3" MIN. 1 1 11 9 60 —� 16 3" MIN. DEPTH OF 3/4" VALVE BOX PER LEGEND 12 PVC LATERAL PIPE 80 FINISH GRADE OR TOP OF 13 WASHED GRAVEL MAINLINES 3" SIZE AND LARGER TO BE CONNECTED USING HARCO OR LEEMCO FITTINGS MULCH 6 17 CONTROL WIRES REMOTE CONTROL VALVE V % SCALE: NTS FLOW SENSOR V I SCALE: NTS EXAMPLE: FOR 3" FLOW SENSOR - DIMENSION A- 30" MINIMUM, DIMENSION B- 15" MINIMUM, NOTES: INSTALL FLOW SENSOR PER THE MANUFACTURER'S RECOMMENDATIONS, USING MANUFACTURER REQUIRED WATERPROOF WIRE CONNECTORS. WIRE TO IRRIGATION CONTROLLER. NOTES: 3 5 PLACE 3 FEET OF EXTRA 2 7 8 4 WIRE IN EVERY VALVE BOX CONTROLLER) O GROUND WIRE FROM SD-210TURF TO 17 GROUNDING ROD FOR EASIER SERVICING. DBR/DBY SERIES WIRE CONNECTORS (1 OF 2) O BLUE WIRE FROM FIELD a 6 3" MIN. 9 DECODER (1 OF 2) 8 10 PVC MAINLINE PIPE 1 O FIELD DECODER: 11 BRICK (1 OF 4) 1 12 WMIN. DEPTH OF X" WASHED GRAVEL RAIN BIRD FD-101TURF (MODEL#FD-101 TURF) 2 -WIRE DECODER 13 M13011 DECODER INSTALL ONE SINGLE STATION 2 -WIRE DECODER AT EACH CONTROL VALVE LOCATED WITHIN VALVE BOX 1 sP FLOW SENSOR O3 WHITE WIRE FROM FIELD ° do BLUE WIRE FROM SD-210TURF (1 OF 2) 1 DECODER (1 OF 2) 00 oQ�Q00°c}J�0o0 O 3M DBR/DBY WIRE (MODEL#SD210TURF) 2 -WIRE SENSOR DECODER. INSTALL WITHIN FLOW SENSOR VALVE BOX. 4 CONNECTORS 1 1 O SOLENOID WIRE (1 OF 2) 1 1 1 11 9 60 REMOTE CONTROL VALVE SECTION 70 VALVE BOX PER LEGEND 12 PVC LATERAL PIPE 80 FINISH GRADE OR TOP OF 13 TWO -WIRE CABLE TO NEXT DEVICE MAINLINES 3" SIZE AND LARGER TO BE CONNECTED USING HARCO OR LEEMCO FITTINGS MULCH (FIELD DECODER, SENSOR DECODER, 90 BRICK (1 OF 4) LINE SURGE PROTECTOR OR 10 PVC MAINLINE PIPE 14 ESP-LXD CONTROLLER) COMMUNICATION WIRE TO NEXT 11 3" MIN. DEPTH OF 3/4 -INCH DEVICE (FIELD DECODER, SENSOR SCH 40 PVC LATERAL LINE - 12" MIN. COVER; SIZE PER PLAN - 3/4" MINIMUM SIZE WASHED GRAVEL DECODER, LINE SURGE PROTECTOR NO SYMBOL PAIGE OR ESP-LXD CONTROLLER) FIELD DECODER CONNECTION ROUTE WITH MAINLINE AND INSTALL DECODER CABLE WITHIN 2" SCH 40 PVC CONDUIT, SWEPT INTO EACH TO VALVE VALVE/SPLICE BOX THROUGHOUT PROJECT. WHERE RCV'S ARE INSTALLED AT DISTANCES GREATER THAN SCALE: NTS NOTES: 1. LSP-1TURF SHOULD BE INSTALLED EVERY 500' OR FOR EVERY 8 DECODERS ON TWO -WIRE PATH. 2. LSP-1TURF TO BE INSTALLED AT END OF WIRE RUN THAT TERMINATES IN THE FIELD. 1 FINISH GRADE OR TOP OF MULCH 2 VALVE BOX PER LEGEND 3 GROUNDING ROD: 10 OHMS OR LESS 4 GREEN/YELLOW WIRE FROM LSP-1TURF TO GROUNDING ROD BRASS CLAMPS (1 OF 2) 5 3M DBR/DBY WIRE CONNECTORS 6 LINE SURGE PROTECTOR: RAIN BIRD LSP-1TURF M10008 O TWO -WIRE CABLE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR ESP-LXD CONTROLLER) O COMMUNICATION WIRE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR ESP-LXD CONTROLLER) 9 3" MIN. DEPTH OF X" WASHED GRAVEL 10 BRICK (1 OF 4) 11 BLUE WIRE FROM SP-1TURF TO DBR/DBY SECTION SERIES WIRE CONNECTOR r1 LINE SURGEP ROTECTION SCALE: NTS 10 GREEN/YELLOW WIRE FROM SD-210TURF TO GROUNDING ROD BRASS CLAMP (1 OF 2) 20 SENSOR DECODER: RB SD-210TURF M13009 SENSOR DECODER O RED WIRE FROM SD-210TURF TO FLOW SENSOR 40 3M DBR/DBY WIRE CONNECTORS 16 COMMUNICATION WIRE TO NEXT DEVICE 50 VALVE BOX PER LEGEND (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR, OR ESP-LXD O FINISH GRADE OR TOP OF MULCH CONTROLLER) O GROUND WIRE FROM SD-210TURF TO 17 GROUNDING ROD 2 DBR/DBY SERIES WIRE CONNECTORS (1 OF 2) 3 5 6 8 FLOW SENSOR WIRE (1 OF 2) 2 4 1 9 FLOW SENSOR 8 10 PVC MAINLINE PIPE 1 PRESSURE REGULATOR AND FILTER. 9 11 BRICK (1 OF 4) 1 12 WMIN. DEPTH OF X" WASHED GRAVEL RAINBIRD (MODEL#FD-101 TURF) 2 -WIRE DECODER 13 BLACK WIRE FROM SD-210TURF TO INSTALL ONE SINGLE STATION 2 -WIRE DECODER AT EACH CONTROL VALVE LOCATED WITHIN VALVE BOX 1 sP FLOW SENSOR (MODEL#LSP1TURF) 2 -WIRE LINE SURGE PROTECTOR. o 090,0 1 14 BLUE WIRE FROM SD-210TURF (1 OF 2) 1 INSTALL EVERY MAX 500' O.C. ALONG 2 -WIRE CABLE PATH 0 0 o 0 15 TWO -WIRE CABLE TO NEXT DEVICE (FIELD (MODEL#SD210TURF) 2 -WIRE SENSOR DECODER. INSTALL WITHIN FLOW SENSOR VALVE BOX. 4 4 DECODER, SENSOR DECODER, LINE SURGE (MODEL#44LRC) QUICK COUPLER WITH LOCKING RUBBER COVER. INSTALL WITHIN VALVE BOX 1 -� PROTECTOR OR ESP-LXD CONTROLLER) 1 1 1 1 SENSOR DECODER SECTION 1 TO FLOWSENSORK ��ECTION MAINLINES 3" SIZE AND LARGER TO BE CONNECTED USING HARCO OR LEEMCO FITTINGS 5 N APOLLO (MODEL#102T-K SERIES) PUSH ON GATE VALVE, LINE SIZE FOR MAINLINES 3" AND LARGER 1 RAINBIRD (MODEL#EFB-CP-PRS-D) PRESSURE REGULATING CONTROL VALVE - SIZE PER PLAN INSTALL VIDY AND SCH 80 BALL VALVE ON MAINLINE SIDE & 1 SCH 80 UNION ON LATERAL SIDE (ALL VALVES) 2 ® RAINBIRD (MODE L#XCZ-PRB-100-COM) 1" DRIP ZONE CONTROL VALVE, (3 TO 20 GPM). INSTALL (#QKCHK100M) 100 MESH SS SCREEN. DRIP ZONE CONTROL VALVE ASSEMBLIES INCLUDE BALL VALVE, CONTROL VALVE, PRESSURE REGULATOR AND FILTER. INSTALL VIDY AND SCH 80 BALL VALVE ON MAINLINE SIDE & 1 SCH 80 UNION ON LATERAL SIDE (ALL VALVES) 3 NO SYMBOL RAINBIRD (MODEL#FD-101 TURF) 2 -WIRE DECODER INSTALL ONE SINGLE STATION 2 -WIRE DECODER AT EACH CONTROL VALVE LOCATED WITHIN VALVE BOX 1 sP RAINBIRD (MODEL#LSP1TURF) 2 -WIRE LINE SURGE PROTECTOR. INSTALL EVERY MAX 500' O.C. ALONG 2 -WIRE CABLE PATH 1 NO SYMBOL RAINBIRD (MODEL#SD210TURF) 2 -WIRE SENSOR DECODER. INSTALL WITHIN FLOW SENSOR VALVE BOX. 4 4 RAINBIRD (MODEL#44LRC) QUICK COUPLER WITH LOCKING RUBBER COVER. INSTALL WITHIN VALVE BOX -� AS APPROVED CL 315 PVC MAINLINE FOR 2" AND LARGER SIZES & SCH 40 PVC MAINLINE FOR 1 1/2" AND SMALLER SIZES. PVC PIPE BELL AND GASKET "0" RING TYPE CL200 MAINLINES TO BE USED FOR PIPES 3" AND LARGER. MAINLINES 3" SIZE AND LARGER TO BE CONNECTED USING HARCO OR LEEMCO FITTINGS AND JOINT RESTRAINTS. INSTALL IN LANDSCAPE AREA WHEREVER POSSIBLE. INSTALL THRUST BLOCKS AT. MAINLINE CHANGE OF DIRECTION. SIZE MAILINE PER PLAN. AS APPROVED SCH 40 PVC LATERAL LINE - 12" MIN. COVER; SIZE PER PLAN - 3/4" MINIMUM SIZE �--sj NO SYMBOL PAIGE (#P7072D) IRRIGATION TWO WIRE JACKETED SOLID COPPER DECODER CABLE, 2 x 14 AWG. ROUTE WITH MAINLINE AND INSTALL DECODER CABLE WITHIN 2" SCH 40 PVC CONDUIT, SWEPT INTO EACH VALVE/SPLICE BOX THROUGHOUT PROJECT. WHERE RCV'S ARE INSTALLED AT DISTANCES GREATER THAN 200' APART, A PULLBOX SHALL BE INSTALLED ALONG THE 2 WIRE DECODER CABLE PATH SO THAT WIRE PULLS ARE NO MORE THAN 200 FEET IN LENGTH. AS APPROVED PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE CARRIED AND 2" SIZE FOR 2 -WIRE DECODER CABLE. INSTALL ANYWHERE PIPES AND WIRE OCCUR BELOW OR THROUGH PAVING AND HARDSCAPE ITEMS. �- - -� RAINBIRD (MODE L#XFD-06-18-XX) ON -SURFACE DRIPPERLINE WITH .6 GPH IN-LINE EMITTERS AT 18" O.C. TO BE INSTALLED ON -GRADE AND COVER WITH MULCH. 8 NETAFIM (MODEL#TLFV-1) DRIPPERLINE SYSTEM AUTOMATIC FLUSH VALVE INSTALL WITHIN LANDSCAPE AREAS. NO SYMBOL 3M DBR/Y-6 WIRE CONNECTORS, USE FOR ALL WIRE CONNECTIONS 2 © ERITECH CONVENIENT GROUND ELECTRODE (CGE) KIT- PER MANUFACTURER RECOMMENDATION KIT CONTAINS TWO 4 -FT COPPERBONDED GROUND RODS, A COUPLING, A DRIVE SLEEVE AND A CONNECTOR NO SYMBOL APPLIED VALVE BOX WITH DROP IN STYLE LOCKING LIDS 4 ENGINEERING STANDARD RECTANGULAR SERIES 1015 1G2G VALVE BOX FOR RCVS & FLOW SENSOR 6 JUMBO RECTANGULAR SERIES 1320 1G2G VALVE BOX FOR MASTER VALVE, PUSH -ON GATE VALVES, AND FERTIGATION UNIT. ALL VALVE BOX LIDS SHALL BE HEAT BRANDED AS DIRECTED BY C.O.B. 4 9" ROUND SERIES 910L 1G2G VALVE BOX FOR QUICK COUPLERS 4 ® RAINBIRD VB -STD (STANDARD RECTANGULAR VALVE BOX WITH LOCKING LID) - PULLBOX FOR 2 -WIRE CABLE. CAP ENDS OF 2 -WIRE CABLE WITH 3M DBY/R-6 WIRE CONNECTORS. NO SYMBOL N/A CONCRETE THRUST BLOCKS TO BE INSTALLED WHEREVER MAINLINE TEES OFF OR CHANGES DIRECTION E❑ N/A 120 VOLT (SINGLE PHASE) ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD O ROUND PLASTIC VALVE BOX AND COVER- PROVIDE 6" CLEARANCE AROUND COUPLER O FINISH GRADE 1" IN LAWN AREAS 3" IN PLANT BEDS O QUICK COUPLER VALVE =� O STAINLESS STEEL SCREW CLAMP MIN. THREE PLACES O 3/" WASHED CRUSHED Z AGGREGATE BASE OR GRAVEL 2 O6BRASS 90 DEGREE ELL co O BRASS 90 DEGREE STREET ELL 80 X" x 36" GALVANIZED STEEL STAKE 9O BRASS NIPPLE 10 6" LONG BRASS NIPPLE 11 BRASS 90 DEGREE STREET ELL 12 PRESSURE SUPPLY LINE FITTING 13 PRESSURE SUPPLY LINE QUICK COUPLER VALVE ASSEMBLY SCALE: NTS ELEVATION 0 STANDARD RETANGULAR VALVE BOX EVERY 200' MAXIMUM O 36" LOOP OF 2 -WIRE CABLE IN PULLBOX FINISH GRADE O O ENDS OF CONDUIT SEALED WITH WATERPROOF SILICONE (IF REQUIRED) 5O 90 DEGREE SWEEP ELL (IF REQUIRED) O 2" CONDUIT 0 2 -WIRE CABLE PER LEGEND O BRICK (1 OF 4) 2 -WIRE CABLE PULLBOX SCALE: NTS A/L4 �NtADSCAPF RI OS No 9� c� r� w c-� ncWure SEP E BER 30 201 E I JJ9 to A/1_4 D A T E SEPTEMBER 9, 2015 B/L4 S C A L E NTS C/L4 D/L4 E/L4 F/L4 G/L4 H/L4 I/L4 J/L4 K/L4 L/L4 M/L4 I,J&K/L5 M/L4 M/L4, N/ L4 & A/L5 B&C/L15 D/L5 E/L5 1 F/L5 &H/L5 3&H/L5 I/L5 0 CLEAN BACKFILL - 90% COMPACTION REQUIRED O FINISH GRADE O NON -PRESSURE LATERAL LINE SNAKE PIPE IN TRENCH O PRESSURE SUPPLY LINE SNAKE PIPE IN TRENCH 50 TWO WIRE CABLE INSTALLED IN 1" SCH 40 PVC CONDUIT, THROUGHOUT PROJECT. INSTALL ADJACENT TO PRESSURE SUPPLY LINE PROVIDE 2" MIN. OF CLEAN 6 N BACKFILL NOTES: 1. PIGTAIL AND LOOP CONTROL WIRE AT ALL 90 DEGREE CHANGES IN DIRECTION. 2. PROVIDE A MINIMUM 10 FEET SEPERATION BETWEEN POTABLE AND RECLAIMED MAINLINE PIPING. 3. 24" MINIMUM COVER ON 3" MAINLINE AND LARGER. TYPICAL TRENCHING MSCALE: NTS DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME BOLTHOUSE PROPERTIES SUMP SiREETSCAPE BOLTHOUSE PROPERTIES 2000 OAK STREET, SUITE 250 BAKERSFIELD, CA 93301 PHONE (661) 323-4005 S H E E T D E S C R I P T I O N IRRIGATION LEGEND AND DETAILS R E V I S I O N S SHEET N U M B ER L40F io PROJECT NUMBER 15-241 RIGS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. ® NOT PUBLISHED. ALL RIGHTS RESERVED. 1 O ON -SURFACE DRIPLINE: 10 2 PER LEGEND HALF OF REQUIRED HALF OF REQUIRED a a O INLINE DRIP EMITTER OUTLET, „ „ " AREA ----,,,,.AREA CROSS - - SEE PLANS FOR DRIPLINE 2"-4" ; Y� ..:.: :::.: :, ;, :.'.TEE -III III -III- :' ,r 4. OUTLET SPACING. 111111 1111111= •'''� �`�::"" 11=1 1=111: O BARB TEE 17x17x17mm O 1 1 _H 11 Z -III III -I RAIN BIRD XFF-TEE III -I I -III - F _III III- O BARB COUPLING 17x17mm cA F71111 I I- O HARDSCAPE/PAVING 5 RAIN BIRD XFF-COUP O CLEAN BACKFILL- 5 BARB ELBOW 17x17mm 3 9 1111111 I = O AREA SAME I-1 5 90% COMPACTION RAIN BIRD XFF-ELBOW 12 f =III AS PLUG THRUST BLOCK SCHEDULE BEARING AREA, SF 12" Spacing PIPE SIZE TEE OR PLUG 90° ELL 45° ELL 22.5° ELL 2" 2 2 2 1 3" 2 2 2 1 250 424 322 20 318 6" 3 4 2 2 8" 5 7 4 2 =III= REQUIRED 6 BARB MALE ADAPTER TEE _ III=11 17mm X 1/2" MPT RAIN BIRD XFF-MA-050 ° O LATERAL LINE SLEEVE- VALVE ANCHOR SIZED TO TWICE DIA. 17mm X 3/4" MPT RAIN BIRD XFF-MA-075 °. vp.s III= OF NON -PRESSURE O PVC TEE SxSxT ,,..`AREA SAME #4 REBAR ANCHORS -1 I 1=I I I1=I 11 III, .I 1 -LI I, � II I II i I��; .I b ' NOTE: ;,.:.:; III -III -I I- LATERAL LINE {�" O PVC LATERAL SUPPLY HEADER Y O SAND 7 8 AS PLUG ALL THRUST BLOCKS TO BE POURED O TIE DOWN STAKE: NOTES: O SUPPLY LINE SLEEVE- RAIN BIRD TDS-050 WITH BEND (TYPICAL) AREA SAME AS 900 ELL AGAINST UNDISTURBED SOIL, CONCRETE SIZED TO TWICE DIA. ° 22 1/2° ELL SHALL BE PLACED BEHIND BELLS OF O 90 1. ALL SLEEVES TO BE 10 MULCH ° ELL OF PRESSURE SUPPLY FITTINGS. BEARING AREAS SHOWN IN TABLE SCH 40 PVC. LINE 11 FINISH GRADE NOTES: '` `'° `' ARE BASED ON ALLOWABLE SOIL PRESSURE 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF O TWO WIRE CABLE- 12 RAIN BIRD XF SERIES BLANK TUBING LENGTH 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, '' OF 1500 PSF. HARDSCAPING AT INSTALL WITHIN 1" SCH 40 AS REQUIRED FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. BOTH ENDS. PVC, THROUGHOUT. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION ° INSTALL ADJACENT TO ON -SURFACE DRIPLINE SUCH AS TEES OR ELBOWS, USE TIE -DOWN STAKES ON THRUST BLOCKS FOR T PRESSURE SUPPLY LINE EACH LEG OF THE CHANGE OF DIRECTION. YPI��ALSLEEVING RISER ASSEMBLY 3. SAVE YOUR HANDS. USE THE RAIN BIRD FITTINS-TOOL IRRIGATION LINES A SCALE: N C SCALE: IT XF INSERTION NSERTION T L FOR 00 O FITTING ASSEMBLY. I SCALE: NTS NOTES: IRRIGATION PLAN NOTES O 1 PVC EXHAUST HEADER NOTES: USE JOINT RESTRAINTS ON ALL BELL AND GASKET MAINLINE PIPE CONTRACTOR SHALL PROVIDE ALL LAB EQUIPMENT NECESSARY FINISH RADE O OR MATERIALS AND EQU SS G USE THRUST BLOCKS ON ALL SOLVENT 1 1 . ENT WELD MAINLINE PIPE CENTER VALVE BOX OVER REMOTE CONTROL V PV CO O VALVE TO FACILITATE C SCH 40 TEE OR EL (TYPICAL) T FURNISH 2 CAL O FU S AND INSTALL THE IRRIGATION Y N THE DRAWINGS AS ( O SYSTEM AS SHOWN O O USE LB SERIES RESTRAINTS SERVICING THE VA NTS FOR BELL AND GASKET JOINTS „ G LVE. DESCRIBED IN THE SPECIFICATIONS,AND H APPLI ABLE DE IN ACCORDANCE WITH C CODES 6 ROUND PLASTIC VA 3 BARB X MALE FITTING: 2 S C LVE BOX USE LH SERIES RESTRAINTS FOR PVC PIPE TO LEEMCO 0 LLS O 2. ET CO FITTINGS INCLUDING 45 ELLS 9 E O „ S BOXES 1 ABOVE FINISH GRADE OR MULCH COVER IN GROUNDCOVER/ , AND ORDINANCES. HEAT BRAND FV' NT S RAIN BIRD XFF-MA FITTING TYPICAL O OLID. MAINLINE TEES AND VALVE STUB OUTS (TYPICAL) SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA. ' 2 1 USE TWO LH SERI - LINE F - ES RESTRAINTS AND TWO TIE -BAR LUSH VALVE S FOR PUSH ON GATE VALVES SEE 3 1 3. ET RV DESIGN REF S C AND VALVE BOX ASSEMBLY REFLECTS COMPLIANCE WITH CALIFORNIA 81 THE STATE'S MODEL FLUSH V O SS BLY IN GROUNDCOVER/ HR B AREAC O NIA STATE AB18 S 4 US VALVE TYPICAL S U O O ( ) PER LEGEND � LEEMCO RECOMMENDATIONS WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUNDCOVER DOES NOT WATER EFFICIENT LANDSCAPE ORDINANCE AND/OR THE LOCAL GOVERNING AGENCY'S 5 USE TWO LMJ SERIES RES PV �::; � RESTRAINTS CONSISITING OF ONE TAINT AND TWO C SUPPLY PIPE FROM DRIP 0 LH SERIES RESTRAINT ZONE EXIST ADJA ENT T ADOPTED WATER O C O LAWN. O R EFFICIENT LANDSCAPE ORDINANCE. =:1 MJ -LK K LINKS FOR FLANGED GATE O C. CONTROL 4 INSERT FEMALE ADAPTE ,�;��_,>::....:::..:..�:::� ,.,;�-..,����.••����:•• _;�� ) VALVES CO OL VALVE ASSEMBLY R 3 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO � EDGE. A REQUIRED) USE TWO LMJ S ERIE S RESTRAINTS CONSISITING OF LH SERIES RESTRAINT AND TWO DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR HALLBERESP RESPONSIBLE FOR ADJUSTMENT S5 AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES T PREVENT SUPPLY CONNECTION, SEE MJ - LK LINKS) FOR FLANGED BUTTERFLY VALVES REDUCING BUSHING MPT NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. DETAIL C THIS SHEET 6 COLLAPSE S AND DEFORMATION O ON OF VALVE BOX SIDES. X Y FPT S SIZE OF RESTRAINT TO BE AS PER PIPE AND FITTING USED 2 7 ON -SURFACE DRIPLINE, TYPICAL ; 6. IDENTIFY VALVE BOX WITH CONTROLLER LETTER AND VALVE NUMBER CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR OPTIMUM ..:.::;;:.:.:. .....:.:... O PER IRRIGATION LEGEND 50 POLYETHLENE TUBING USING 1 Y2' - 2" LETTERING. PERFORMANCE IN ACCORDANCE WITH THE SPECIFICATIONS. THIS SHALL INCLUDE WITH STAINLESS STEEL ADJUSTING EACH PRESSURE REGULATING CONTROL VALVE TO OBTAIN THE OPTIMUM CLAMP 4 7 OPERATING PRESSURE FOR EACH SYSTEM. COSTS INCURRED DUE TO ANY ADJUSTMENTS 12" 12" 12" 12" O 10" ROUND VALVE BOX O IRRIGATION MAINLINE, BELL AND GASKET TO OBTAIN OPTIMUM PERFORMANCE, INCLUDING THOSE REQUESTED BY THE OWNER'S O TECHLINE CV 17MM :vi�v090vT 0E TYPE PIPE, SEE LEGEND FOR O 14"x19" RECTANGULAR AUTHORIZED REPRESENTATIVE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ......: DRIPPERLINE TUBINGoQoQ,oQoo 3 VALVE BOX 1 SPECIFICATION. COUPLING SHOWN O BRICK SUPPORTS- V SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE (P.S.I.) AND A MAXIMUM 2 THREE PER BOXY O 23"x 33" RECTANGULAR O LEEMCO DUCTILE IRON PUSH ON FITTING 2 DEMAND (G.P.M.) AS SHOWN AT EACH POINT OF CONNECTION ON THE DRAWINGS. 1 VALVE BOX (TEE, 90 ELL OR 45 ELL) CONTRACTOR SHALL VERIFY PRESSURE AND DEMAND AT EACH POINT OF CONNECTION (DY," GRAVEL SUMP ,o(� 8 1 4 2 O EDGE OF LAWN, WALK, 3 LEEMCO LH -SERIES JOINT RESTRAINT 3 PRIOR TO COMMENCING INSTALLATION AND SUBMIT SUCH IN WRITING TO THE OWNER'S (1 CUBIC FOOT) o� FENCE, CURB, ETC. 5 O AUTHORIZED REPRESENTATIVE. 3 FV 4 PIPING INTO FITTING 4 IF ANY DISCREPANCIES EXIST THEY SHOULD BE BROUGHT THE IMMEDIATE ATTENTION o o I O OUG TO OF THE OWNERS AUTHORIZED REPRESENTATIVE. SECTION �onj,,on,,o PLAN VIEW 5 LEEMCO LB -SERIES JOINT RESTRAINT 4 �o�o`Q'o"Q'o� O EQUIPMENT SHOWN IN HARDSCAPE AREAS ARE FOR GRAPHIC CLARITY ONLY AND SHALL BE I I _ INSTALLED WHENEVER POSSIBLE WITHIN PLANTED AREAS A REASONABLE, REACHABLE FLUSH VALVE VALVE BOX INSTALLATION PIPE RESTRAINTS I. D r DISTANCE FROM HARDSCAPE AREAS. SCALE: NTS G SCALE: NTS I SCALE: NTS ` `• UNLESS OTHERWISE NOTED ON THE DRAWINGS, CONTRACTOR SHALL INSTALL WIRE AND I PIPE UNDER HARDSCAPE AREAS IN P.V.C. SCHEDULE 40 SLEEVES PLACED PRIOR TO ' INSTALLING HARDSCAPE IN ACCORDANCE WITH APPLICABLE CODES. I0 LOW VOLTAGE WIRES, 3 MAXIMUM WHEREVER POSSIBLE, CONTROL WIRES SHALL OCCUPY THE SAME TRENCH AS PIPES. ; 2 O WIRES PASS THROUGH GROOVES IN TUBE LID TO b REFER TO DETAIL N, THIS O CLASS 200 BELL AND GASKET I ALLOW LID TO CLOSE SHEET FOR ADDITIONAL PVC PIPING PER LEGEND EACH CONTROLLER SHALL HAVE ITS OWN INDEPENDENT GROUND WIRE, AS PART OF THE 'r INFORMATION REGARDING 1 ' 3 O3 CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBEO TWO WIRE CABLE UTILIZED.. INSTALLATION OF JOINT 2 LEEMCO LPP-SERIES JOINT RESTRAINT POLY TUBE PRE -FILLED WITH WATERPROOF GEL RESTRAINTS. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LJ € ? i CONTRACTOR TO LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE AND EVERY 100' ON O LOCK TABS PREVENT WIRE REMOVAL ONCE CENTER ALONG WIRE RUN. TAPE WIRE BUNDLES 10' ON- CENTER. NO TAPING WILL BE I ' CONNECTOR IS INSERTED PERMITTED INSIDE SLEEVES. I 5 O6 SCOTCHLOK ELECTRICAL SPRING CONNECTOR. RCV 2 i I I ' 6 WIRES SHALL BE PRE -STRIPPED OF 1/2" OF THE 1 IRRIGATION WIRE CONNECTORS SHALL BE 3M DBR/Y6 OR APPROVED EQUAL. INSULATION PRIOR TO INSERTION INTO THE CONTROL VALVE I) I VALVE BOX WITH LOCKABLE 1 1 CONTROL VALVES SHALL BE SIZED AS DESIGNATED ON THE DRAWINGS AND SHALL BE CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO COVER INSTALLED IN VALVE BOXES AS INDICATED IN THE DETAILS. BOXES SHALL BE SET FLUSH SEAT FIRMLY. WITH THE FINISH GRADE OR SURFACE AND PERMANENTLY MARKED WITH THE LETTERS j ! i A ] O 2" BRANDING, PER THE SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO IRRIGATION SPECIFICATIONS. R.C.V. TUBE UNTIL THE CONNECTOR PASSES LOCK TABS 3 4 I I O3 CONTROLLER DESIGNATION THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED BEHIND SIDEWALK. NOTE: 2 CONTRACTOR SHALL NOTIFY ALL LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF ^ 5 40 VALVE IDENTIFICATION EXISTING BACKFLOW PREVENTION DEVICE. WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. !-1 FV ' r KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, 50 ROUND VALVE BOX WITH CONTRACTOR SHALL INSTALL ANTI -DRAIN CHECK VALVES AS NECESSARY TO PREVENT LOW A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. O LOCKABLE COVER. HEAD DRAINAGE. IRRIGATION TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. 1 CONTROL VALVE DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT IRRIGATION TREE BUBBLER SYSTEMS SHALL BE INSTALLED SET PERPENDICULAR TO FINISH (2 - 3) #14 OR (2) #12 PRE -STRIPPED COPPER WIRES. LARGER WIRES GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHEWISE DESIGNATED ON THE PLANS. OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. PLAN VIEW BELL AND GASKET PIPE IRRIGATION PRESSURE CALCULATIONS WATERPROOF WIRE CONNECTION VALVE BOX HEAT BRANDING JOINT RESTRAINT Static Pressure: 80.00 SCALE: NTS H SCALE: NTS � SCALE: NTS Max. GPM Demand: 80.00 NOTES: Units Size Type Description GPM Unit PSI Loss 1. DISTANCE BETWEEN LATERAL ROWS IS 24" O.C. 1 211 Disc Water Meter 80.00 04.90 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE is 1 4 O 4 -INCH GRATE (INCLUDED) 1 211 Brass RP BFP 80.00 13.00 MAXIMUM SPACING SHOWN IN THE ACCOMPANYING TABLE. COPPER GROUND PLATE '� 2 3 O BUBBLER: RAIN BIRD 1402 0.50 GPM ISTANCE CHART 1 211 Brass Master Valve 80.00 02.10 3. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50 PSI, (4" X 96" X.0625") // (INCLUDED) CONTRACTOR SHALL INSTALL STAINLESS STEEL CLAMPS ON EACH / EFER TO THE FOLLOWING TABLE THAT LISTS THE LENGTH (IN FEET FOR EACH SIZEITYPE FITTING WITHIN WHICH ALL 1 1-1/211 Brass Flow Sensor 80.00 00.50 FITTING. #6 AWG SOLID • /� oaS 8 $ O ROOT WATERING SYSTEM: OINTS JUST BE RESTRAINED. ALL FITTINGS AND JOINT RESTRAINTS) SHALL BE INSTALLED PER MANUFACTURERS / ELECTRODE SPHERE OF �° �� RAIN BIRD RWS-BCG INCLUDES ECOMMENDATIONS&SPECIFICATIONS. 1 2-1 2" Brass Gate Valve 80.00 00.05 BARE COPPER WIRE / �/ moo ( / INFLUENCE BOUNDARIES 0 0 5 1402 0.5 GPM BUBBLER WITH ASANEXAMPLE, 3"AN UNDOU ER INSTALLING A 3"BENDS90YOUWILLSMAIETREINE ISTANCDIRECT'FtoIONAL HANGE HEREIS F90°, REFER L CHART UNDER o�g IPE SIZE TO 3" AND UNDER BENDS 90 YOU WILL SEE THE DISTANCE OF 11'. IF THERE IS ANY JOINT (VALVE, BELL, ETC.) 114 3" Cl. 315 Main Line 80.00 00.80 -5- o- RISER, CHECK VALVE, GRATE, YOU MUST INSTALL A JOINT RESTRAINT WITHIN 11' OF THE 90° MAINLINE DIRECTIONAL CHANGE. XFD Dripline Maximum Lateral Lengths (Feet) Inlet Pressure psi 12" Spacing 18" Spacing 24" Spacing Nominal Flow (gph) Nominal Flow (gph) Nominal Flow (gph) 0.6 0.9 0.6 0.9 0.6 0.9 15 273 155 314 250 424 322 20 318 169 353 294 508 368 30 360 230 413 350 1 586 414 40 395 255 465 402 652 474 50 417 285 528 420 720 488 60 1 460 290 596 1 455 780 1 514 FOR SANDY SOILS - -_-- CONTROLLER 9 35 3/4" Sch. 40 Lateral Line 05.00 00.75 CONCRETE PAD 10 %" PVC SCH 80 NIPPLE (INCLUDED) INSTALLATION CHART 11 (D/2" 90 -DEGREE ELBOW INCLUDED CADWELD( )REFER TO THE FOLLOWING TABLE WHICH LISTS THE N CONNECTIONNUMBER OF BOLTS, SIZE, AND TORQUE FOR EACH BOLT IN O 12" SWING ASSEMBLY (INCLUDED) EFERENCE TO THE SIZE OF PIPE WHICH IS BEING RESTRAINED. PVC SWEEP ELL M �* ' OR BELOW FROSTLINE, 12 1 1 10 �" MALE NPT INLET (INCLUDED) AS AN EXAMPLE, IF YOU HAVE 3" PIPE, YOU WILL NEED OR LARGER WHICHEVER IS DEEPER 13 BOLTS THAT ARE 3/8 X 2.5" AND TIGHTEN THEM WITH A ( ) 1 1 PVC SCH 40 TEE OR ELL TORQUE WRENCH TO 20 FT -LBS. 6 AWG SOLID BARE EARTH CONTACT MATERIAL PIPE SIZE / -- -- ---- "-- (5/8' X 10') o o Grii55 Kk_V o JVVINkO PNOJCIVIDL 1, 1/L IVIPILC Nr- 1 o INLET AND BASKET CANISTER) U1.56 3/8" x 2 5" 20 25 o �� 7 O FINISH GRADE Sch. 40 Lateral Line #6 AWG SOLID DO NOT INSTALL ANY OTHER BARE COPPER WIRE °1 2 -0 0 �O- g 50 CHECK VALVE (INCLUDED) t!• tl• iC-1• �1• �1• �� � �1• il1• WIRES OR CABLE WITHIN THE SPHERE OF INFLUENCE Sch. 40 Lateral Line 02.00 O PEA GRAVEL OR 6" PLAN VIEW ` 24 3/4" RWS SAND SOCK (RWS-SOCK) FOR SANDY SOILS - -_-- CONTROLLER 9 35 3/4" Sch. 40 Lateral Line 05.00 00.75 CONCRETE PAD 10 %" PVC SCH 80 NIPPLE (INCLUDED) INSTALLATION CHART 11 (D/2" 90 -DEGREE ELBOW INCLUDED CADWELD( )REFER TO THE FOLLOWING TABLE WHICH LISTS THE N CONNECTIONNUMBER OF BOLTS, SIZE, AND TORQUE FOR EACH BOLT IN O 12" SWING ASSEMBLY (INCLUDED) EFERENCE TO THE SIZE OF PIPE WHICH IS BEING RESTRAINED. PVC SWEEP ELL M �* ' OR BELOW FROSTLINE, 12 1 1 10 �" MALE NPT INLET (INCLUDED) AS AN EXAMPLE, IF YOU HAVE 3" PIPE, YOU WILL NEED OR LARGER WHICHEVER IS DEEPER 13 BOLTS THAT ARE 3/8 X 2.5" AND TIGHTEN THEM WITH A ( ) 1 1 PVC SCH 40 TEE OR ELL TORQUE WRENCH TO 20 FT -LBS. 6 AWG SOLID BARE EARTH CONTACT MATERIAL PIPE SIZE .L 1 Grii55 Kk_V 1/.UU U1.56 3/8" x 2 5" 20 25 3/4" Sch. 40 Lateral Line 01.00 00.03 2 3/8" x 2.5" t!• tl• iC-1• �1• �1• �� � �1• il1• 3/4" Sch. 40 Lateral Line 02.00 00.28 FOR SANDY SOILS - -_-- CONTROLLER 9 35 3/4" Sch. 40 Lateral Line 05.00 00.75 CONCRETE PAD 10 %" PVC SCH 80 NIPPLE (INCLUDED) INSTALLATION CHART 11 (D/2" 90 -DEGREE ELBOW INCLUDED CADWELD( )REFER TO THE FOLLOWING TABLE WHICH LISTS THE N CONNECTIONNUMBER OF BOLTS, SIZE, AND TORQUE FOR EACH BOLT IN O 12" SWING ASSEMBLY (INCLUDED) EFERENCE TO THE SIZE OF PIPE WHICH IS BEING RESTRAINED. PVC SWEEP ELL M �* ' OR BELOW FROSTLINE, 12 1 1 10 �" MALE NPT INLET (INCLUDED) AS AN EXAMPLE, IF YOU HAVE 3" PIPE, YOU WILL NEED OR LARGER WHICHEVER IS DEEPER 13 BOLTS THAT ARE 3/8 X 2.5" AND TIGHTEN THEM WITH A ( ) 1 1 PVC SCH 40 TEE OR ELL TORQUE WRENCH TO 20 FT -LBS. 6 AWG SOLID BARE EARTH CONTACT MATERIAL PIPE SIZE .L 1 Grii55 Kk_V 1/.UU U1.56 3/8" x 2 5" 20 25 3/4" Sch. 40 Lateral Line 01.00 00.03 2 3/8" x 2.5" 72 3/4" Sch. 40 Lateral Line 02.00 00.28 6" 2 24 3/4" Sch. 40 Lateral Line 03.00 00.20 48 10" 35 3/4" Sch. 40 Lateral Line 04.00 00.50 .5" FOR SANDY SOILS - -_-- CONTROLLER 9 35 3/4" Sch. 40 Lateral Line 05.00 00.75 CONCRETE PAD 10 %" PVC SCH 80 NIPPLE (INCLUDED) INSTALLATION CHART 11 (D/2" 90 -DEGREE ELBOW INCLUDED CADWELD( )REFER TO THE FOLLOWING TABLE WHICH LISTS THE N CONNECTIONNUMBER OF BOLTS, SIZE, AND TORQUE FOR EACH BOLT IN O 12" SWING ASSEMBLY (INCLUDED) EFERENCE TO THE SIZE OF PIPE WHICH IS BEING RESTRAINED. PVC SWEEP ELL M �* ' OR BELOW FROSTLINE, 12 1 1 10 �" MALE NPT INLET (INCLUDED) AS AN EXAMPLE, IF YOU HAVE 3" PIPE, YOU WILL NEED OR LARGER WHICHEVER IS DEEPER 13 BOLTS THAT ARE 3/8 X 2.5" AND TIGHTEN THEM WITH A ( ) 1 1 PVC SCH 40 TEE OR ELL TORQUE WRENCH TO 20 FT -LBS. 6 AWG SOLID BARE EARTH CONTACT MATERIAL PIPE SIZE NO. BOLTS BOLT SIZE TORQUE FT -LBS. 2" 2 3/8" x 2 5" 20 2.5" 2 3/8" x 2.5" 20 3" 2 3/8" x 2.5" 20 4" 2 1/2" x 3" 48 6" 2 1/2" x 3.5" 48 8" 4 1/2" x 4" 48 10" 4 5/8" x 5.5" 96 12" .5" 20 3/4 Sch. 40 Lateral Line 06.00 00.60 10 1-1/4" Sch. 40 Lateral Line 17.00 00.17 Misc Fittings Allowance 01.00 Component Losses: 26.26 12 PVC LATERAL PIPE COPPER WIRES GROUND SECTION O Station #: 1 Min. Req'r by Head: 20.00 PLATE 13 4" BASKET WEAVE CANISTER ONTACT TONY GARNER @ (208) 631-7787, THE LEEMCO REPRESENTATIVE, FOR ALL QUESTIONS CONCERNING LEEMCO GROUND ROD = RODUCTS. COORDINATE AN INSTALLATION CLINIC WITH TONY GARNER PRIOR TO INSTALLING THE MAINLINE. Highest GPM System 1.0' Elevation Loss: 00.43 SIDE VIEW = _ (INCLUDED) DRIPPERLINE LAYOUT GROUNDING ROD FouI1UD 1970 TREE BUBBLER JOINT RESTRAINT NOTES Total PressureReq'r: 46.69 OB -SCALE: NTS SCALE: NTS H SCALE: NTS K SCALE: NTS Residual Pressure: 33.31 P4 I VKtADSCAPF RIOS C-)� w n I 1ature -1 SEP E 3 20 E t' d, at `rl ote 9�F OF C p1.�F��� D A T E SEPTEMBER 9, 2015 SCALE NTS DRAWN BY JR CHECKED BY MER RIGS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME BOLTHOUSE PROPERTIES SUMP STREEfSCAPE BOLTHOUSE PROPERTIES 2000 OAK STREET, SUITE 250 BAKERSFIELD, CA 93301 PHONE (661 ) 323-4005 SHEET DESCRIPTION IRRIGATION DETAILS NOTES AND CALCULATIONS R E V I S I O N S SHEET N U M B E R L50F io P R O J E C T N U M B E R 15-241 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. GENERAL LANDSCAPE NOTES 1. 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.S. 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 es on the landscape e legend d may not be accurate; the developer shall be responsible to install all plant material aser the designed plans p g p 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. GENERAL PROJECT NOTES 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 but 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 for written 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, damaged, or otherwise unsuitable plant material until the City, in writing, accepts this work. 8. Contractor will field verify finished grades and verify that there is positive surface drainage in all planters, turf areas and away from all planting holes. If positive drainage does not exist notify landscape architect prior to proceeding for written authorization and instructions to proceed. 9. City, of Bakersfield standards and specifications sheet, included with this 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.O.S. 11. Contractor shall install a 6" concrete mow curb as per C.O.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 irrigation sleeves by chiseling "IR" on the face at each location. 18. Prior to installation of any signage, subdivider shall submit two copies of subdivision identification sign plans to the Building Director for review and approval pursuant to BMC Section 17.60.110 (N). One copy of the signed plan shall also be submitted to the Parks Division for review and approval. Sign plans shall include copy, dimensions, color materials, lighting, anchorage and location of sign(s). Approval of wall plans by the Public Works Director does not include approval of any signage. 19. Uniform development is required for this project. Should any portion of any phase or subsequent phases be constructed at different intervals where the point of connections are located in an area other than the current project area, the developer shall be responsible for all incurred costs associated with the affected areas until the project's maintenance period has been completed and a written final acceptance from the C.O.B. has been achieved. GENERAL IRRIGATION NOTES 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 owner, their agent, and/or the landscape architect. 3. All sprinklers and valves shall be adjusted for required coverage with minimum or no ovcrspray. Landscape architect shall have final approval. 4. Components locations are approximate and diagrammatic as indicated. 5. All irrigation lines running under paved surfaces 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 are designed for performance at 30 & 35 PSI pressure. 7. Developer shall provide electrical power to the controllers' locations. Controller locations are shown diagrammatically. Final location shall be decided at construction. Landscape contractor shall be responsible for final connection. 8. Points of connection shall be to existing water line. See water layout plans and lumbi ng plans for exact locations. 9. Contractor shall install controllers in enclosures in a Strong Box model 22 -SS. Verify with C.O.B. prior to installation. 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 P per plans. 11. All irrigation valves shall be ' installed in square standard boxes and quick couplers shall be installed in 10" round boxes, Ametek or approved equal (per PP q ua(p C.O.B.). Each box lid shall be heat branded. Verify with C.0.13 for exact configuration. 12. Contractor shall provide and install two hot wires to each 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.O.B. 13. Contractor shall provide and install two root watering systems per tree. Verify with C.O.B. for exact configuations. 14. Contractor shall provide and install a schedule 80 PVC unions and ball valve, the same size as the valve, at each valve location. Verify with C.O.B for exact configuration. 15. 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 of the irrigation and landscape materials. 16. Contractor shall pressure test mainline at a min. of 125 PSI for (2) hours. To be verified by with C.O.B. MAINTENANCE PERIOD NOTES 1. The contractor shall provide all labor, materials and equipment to perform work during the post -installment maintenance period, as specified herein including but not limited to: adequate watering of plant material and controlling weeds, rodents and other pests for a minimum period of three hundred and sixty-five (365) days. 2. The contractor shall maintain the project on a continuous basis from the first day after planting is completed, 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 Nyalks and slabs shall be kept clean and free of weeds, litter, and debris. 5. Before weeds exceed two (2) inches in height, they shall be removed and disposed of off- site. Serious weeds pests (i.e. blackberry, nut sedge or bind weeds) shall be spot sprayed tiiith 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. Alter the area has been brought up to Cite 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 vvriting. 7. The contractor shall properly and completely maintain all parts of the irrigation system. S. The contractor shall provide for delivery of `rater in sufficient quantities and adjust dater 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. Ani- removed plants not in satisfactory and healthy condition from the site shall be replaced with material of like kind and size and in a manner specified for original planting. If the replacement plants do not represent a similar foliage representation of the original planted material, the contractor shall replace plants with next available up-sized container. All ground cover shall have a twelve (12") inch clearing from all structures including but not limited to: sidewalk areas, walls, fences, mow curbs, valve boxes, tree bases, shrubs, etc. 10. Before the start of the maintenance period. The contractor shall prepare and submit on a (new) set of blue 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 dravongs shall also indicate and show approved substitutions of size material and manufacturer's name and catalog numbers. Also, (2) sets of 11 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 Citv. 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. GENERAL RECORD DRAWING NOTES 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. 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.', 3. The Contractor shall dimension from two permanent points of reference the location and changes of the following items including but not limited to: a. Connections to existing water lines b. Connections to existing electrical power c. Gate valves d. Routing of pressure main line pipe e. Sprinkler control valves f. Routing of control and common wire g. Quick coupling valves h. Irrigation sleeve eve locations i. Plant material substitution or layout changes 4. Before the date of the final inspection, the Contractor shall deliver the corrected "field record" set to the Landscape Architect who will use the information to create a clean set of "record drawings . All work shall be subject to approval by the Landscape Architect or the owner's representative and is subject to verification. Delivery of the "field record" set will not relieve eve the contractor of the responsibility of furnishing required ed g q uir information that may be omitted from the prints compiled at the site. The Landscape Architect will use the information to produce: a. A clean set of record drawings which will be submitted to the City of Bakersfield as the official "Record Drawings" for the project. b. The Contractor shall stamp and sign each sheet to indicate "Record Drarwings" as provided by contractor's representative. c. Controller charts shall be produced from the final approved "Record Drawings" 6. Controller Charts: a. Provide one controller chart for each controller supplied and one electro Inic copy. b. The chart shall show the area controlled by each automatic controller ardl shall be reduced in size to an 11" X 17" of the approved "Record Drawings". 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. d. When completed and approved, the charts shall be sealed by a plastic la rrninating process and spiral bound. The plastic laminating sheets shall be a minimum of 10 mil. thickness each. - i 'I 5.5 Z 135 PVT/ � S fa RIC cc r_r VODSCgpF RIOS Ho 9� W rr1 Q -i n ure SEPT BER 30 2016 E i t `rI ote 9TF of CA1-�F��� DATE SCALE DRAWN BY CHECKED BY SEPTEMBER 9, 2015 NTS MER W RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME BOLTHOUSE PROPERTIES SUMP STREEfSCAPE BOLTHOUSE PROPERTIES 2000 OAK STREET, SUITE 250 BAKERSFIELD, CA 93301 PHONE (661) 323-4005 SHEET DESCRIPTIO N CITY OF BAKERSFIELD NOTES Z E V I S 1 O N S H E E T N U M B ER L60F 10 R O J E C T N U M B E R 15-241 S DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR MPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT VERATED BY OTHERS FROM ELECTRONIC MEDIA. NOT PUBLISHFn A 1 01 e' -U TQ 0we -.- NOTES 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. CONTAINER/ TREE SIZE # OF PANE 'PER TREE 24" BOX 5 36" BOX 7 L� DEEP ROOT #UB24-2 24" DEEP ROOT BARR OR APPROVED EQUAI SURROUND TREE ROOT BARRIER SCALE: NOT TO SCALE SECTION 10 1" IN TURF AREA AND 2" IN SHRUB BED 20 CONCRETE MOW STRIP WITH X2" RADIUS ALONG ALL EXPOSED EDGES 30 FINISH GRADE O #4 HORIZONTAL REBAR, CONTINUOUS - 23" CLEAR 3 O NATIVE SOIL OR COMPACTED SUBGRADE 4 O 3/8" BITUMINOUS FELT EXPANSION 5 JOINTS @ 20' O.C. MAX O SCORE JOINTS @ 5' O.C. 7 d al .Q n a 10' O.C. PLAN VIEW CONCRETE MOW CURB Bj SCALE: PLANTING PLAN NOTES b x_ C CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, STRUCTURAL IMPROVEMENTS AND HARDSCAPE SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS. 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. PLANT LIST ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY PLAN CHECK. SAMPLES OF FERTILIZERS, ORGANIC AMENDMENT, SOIL CONDITIONERS, AND SEED SHALL BE SUBMITTED PRIOR TO INCORPORATION. CONTRACTOR SHALL FURNISH TO THE OWNER'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED MATERIALS. LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. AMENDMENTS, AS INDICATED IN THE SOILS REPORT SHOWN ON THE DRAWINGS, ARE BASED ON AGRICULTURAL SUITABILITY SOILS TESTS PERFORMED PRIOR TO GRADING AND WERE PRESENTED FOR BIDDING PURPOSES. IF NO SOILS REPORT EXISTS, CONTRACTOR SHALL PROPOSE ON AMENDMENTS AS STATED IN THE SPECIFICATIONS. CLIENT OR CONTRACTOR SHALL OBTAIN AGRICULTURAL SOILS TESTING AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION. TREES SHALL BE PLANTED NO CLOSER THAN TEN FEET, (10') FROM UTILITIES. TREES PLANTED WITHIN FIVE FEET (6) OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. C.O.B. PLANTING DETAILS STREETSC APE CALCULATIONS TOTAL LANDSCAPE SQUARE FOOTAGE TOTAL LANDSCAPE SQ. FT. ALONG BOLTHOUSE DRIVE- 7187 SF TREE QUANTITY CALCULATIONS BOLTHOUSE DRIVE 313' LF. /35'= 9 STREET TREES 16 TREES DESIGNED; 5 TREES EVERGREEN IF, DURING PLANTING OPERATIONS THERE SEEMS TO BE MINIMAL OR NO PERCOLATION IN PLANTING PITS, CONTRACTOR SHALL CEASE PLANTING OPERATIONS AND IMMEDIATELY NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE TO DISCUSS ALTERNATIVE TO MAINTAINING POSITIVE ROOTBALL DRAINAGE MEASURES. CONTRACTOR TO APPLY A 3" LAYER OF MULCH, AS APPLICABLE, IN ALL SHRUB AND GROUNDCOVER AREAS. CONTRACTOR TO SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. CONTRACTOR SHALL THOUROUGHLY MIX'AquaSmart PRO' MOISTURE RETENTION PRODUCT TO THE BACKFILL MIX IN THE PLANTING PITS OF ALL TREES, SHRUBS AND VINES. USE THE FOLLOWING RATES - 36" BOX- 5 CUPS 24" BOX- 2.5 CUPS 15 GALLON- 1 CUP 5 GALLON- 1/3 CUP 1 GALLON- 2 TABLESPOONS CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING HOLGANIX SOIL NOURISHING ROOT STIMULATOR CONCENTRATE TO ALL TREES AND SHRUBS, AS PART OF THE PLANTING PROCESS. 1. FOR 1 AND 5 GALLON PLANT MATERIAL, A ROOT DRENCH SHALL BE PERFORMED. THE CONTRACTOR SHALL SUBMERSE THE PLANT ROOT BALL IN HOLGANIX TREE AND SHRUB CONCENTRATE, AT FULL STRENGTH, UNTIL AIR BUBBLES STOP, THEN PROCEED WITH NORMAL PLANT INSTALLATION PROCESS. 2. FOR 24" BOX TREES, THE CONTRACTOR SHALL SPRAY THE PLANT PIT THOROUGHLY WITH HOLGANIX TREE AND SHRUB CONCENTRATE, AT FULL STRENGTH, THEN PLACE THE TREE IN THE PLANT PIT AND THOUROUGHLY SPRAY THE ROOTBALL WITH THE SAME CONCENTRATE BEFORE PROCEEDING TO ADD THE BACKFILL TO THE TREE PLANT PIT. REFER TO WWW.HOLGANIX.COM FOR LOCAL DISTRIBUTORS TREE WITH LATION SOILS ANALYSIS AND PREPARATION REQUIREMENTS The soil analysis report was from Midwest Laboratories. The analysis shows the soil to be low in organic matter. This will limit the soils ability to store and exchange nutrients along with poor physical matter needs to be added before installation of plant, seed, or sod. characteristics. Some stable organic The first number on the soil test that stands out tome is the pH 8.3. The pH of an alkaline soil is lowered by adding sulfur, iron sulfate or aluminum sulfate, although these tend to be expensive, and the effects short tenn. Ideally one would want the pH to be closer to 7.0 The phosphorus values are very high. The nitrogen values are moderate. The phosphorus and, potassium values are very high. Consider fertilizers low in P & K values. Sodium and boron is showing concentrated levels which can affect the plants after installation. The symptoms of sodium toxicity occur first on the oldest leaves since a period of time is normally required before accumulation reaches toxic concentration. Symptoms usually appear as a burn or drying of tissue at the outer edges of the leaf and as severity increased, the symptoms progress inward between the veins towards the center of the leaf. Also manganese and iron values are low. Recommendations are as follows: Start with amending the soil with a high quality Live Earthx) Humate Soil Conditioner. This will give your soil the organic matter it needs, and because it's stable it will while balance the pH naturally for years, with adequate maintenance. Complete site recommendation and rates for soil amending: A. Live Earth® Humate Soil Conditioner - @ 25016s per 1000sq ft. Spread evenly, drag or rake into top 2-4 inches of soil. B. Live Earth* Humate Soil Conditioner w/Manganese - @ 2501bs per 1000sq ft. Spread evenly, drag or rake into top 2-4 inches of soil. C. Live Earth* Iron 10 (5-0-0) - @ 25lbs per 1000sq ft. Trees and Shrubs: Mix below soil amendments with back fill. A. Humate Soil Conditioner - 45% humic acid - Ag grade @ approx. Ilb per gal container. B. Humate Soil Conditioner w/Manganese- 45% humic acid - Ag grade @ approx. Ilb per gal container. C. Live Earth® Iron 10 (5-0-0) — '/z cup or .251b per lgal container. Maintenance application 6 weeps after install: Application of Live Earthg Iron 10 (5-0-0) - (4 151bs per 1000sq ft. Apply to all turf and ornamentals. 6 weeks later apply Live Earthg Iron 10 (5-0-0) - @ 15lbs per 1000sq ft. Apply to all turf and ornamental areas. Please call Todd Burns with any questions or concerns at 661-978-7307 PLANTING LEGEND- TREES BOTANICAL NAME COMMON NAME SIZE QTY. WULCOS LAG IND LAGERSTROEMIA INDICA 'MUSKOGEE' LIR TUP LIRODENDRON TULIPIFERA POD GRA PODOCARPUS GRACILIOR SHRUBS DIE BIC DIETES BICOLOR HEM RED HEMEROCALLIS HYBRID 'EVERGREEN RED' PHO FRA PHOTINIA X. FRASERI PHO TEN PHORMIUM TENAX 'ATROPURPUREA' PIT WHE PITTOSPORUM TOBIRA 'WHEELERII' GROUND COVERS HYP CAL HYPERICUM CALYCINUM MYO PAR MYOPORUM PARVIFOLIA CRAPE MYRTLE 36" BOX MULTI 6 L TULIP TREE 24" BOX STD 5 M FERN PINE 36" x� 5 M max. 1 r A43i4;&WA1 "i ,.v r a: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, STRUCTURAL IMPROVEMENTS AND HARDSCAPE SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS. 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. PLANT LIST ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY PLAN CHECK. SAMPLES OF FERTILIZERS, ORGANIC AMENDMENT, SOIL CONDITIONERS, AND SEED SHALL BE SUBMITTED PRIOR TO INCORPORATION. CONTRACTOR SHALL FURNISH TO THE OWNER'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED MATERIALS. LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. AMENDMENTS, AS INDICATED IN THE SOILS REPORT SHOWN ON THE DRAWINGS, ARE BASED ON AGRICULTURAL SUITABILITY SOILS TESTS PERFORMED PRIOR TO GRADING AND WERE PRESENTED FOR BIDDING PURPOSES. IF NO SOILS REPORT EXISTS, CONTRACTOR SHALL PROPOSE ON AMENDMENTS AS STATED IN THE SPECIFICATIONS. CLIENT OR CONTRACTOR SHALL OBTAIN AGRICULTURAL SOILS TESTING AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION. TREES SHALL BE PLANTED NO CLOSER THAN TEN FEET, (10') FROM UTILITIES. TREES PLANTED WITHIN FIVE FEET (6) OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. C.O.B. PLANTING DETAILS STREETSC APE CALCULATIONS TOTAL LANDSCAPE SQUARE FOOTAGE TOTAL LANDSCAPE SQ. FT. ALONG BOLTHOUSE DRIVE- 7187 SF TREE QUANTITY CALCULATIONS BOLTHOUSE DRIVE 313' LF. /35'= 9 STREET TREES 16 TREES DESIGNED; 5 TREES EVERGREEN IF, DURING PLANTING OPERATIONS THERE SEEMS TO BE MINIMAL OR NO PERCOLATION IN PLANTING PITS, CONTRACTOR SHALL CEASE PLANTING OPERATIONS AND IMMEDIATELY NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE TO DISCUSS ALTERNATIVE TO MAINTAINING POSITIVE ROOTBALL DRAINAGE MEASURES. CONTRACTOR TO APPLY A 3" LAYER OF MULCH, AS APPLICABLE, IN ALL SHRUB AND GROUNDCOVER AREAS. CONTRACTOR TO SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. CONTRACTOR SHALL THOUROUGHLY MIX'AquaSmart PRO' MOISTURE RETENTION PRODUCT TO THE BACKFILL MIX IN THE PLANTING PITS OF ALL TREES, SHRUBS AND VINES. USE THE FOLLOWING RATES - 36" BOX- 5 CUPS 24" BOX- 2.5 CUPS 15 GALLON- 1 CUP 5 GALLON- 1/3 CUP 1 GALLON- 2 TABLESPOONS CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING HOLGANIX SOIL NOURISHING ROOT STIMULATOR CONCENTRATE TO ALL TREES AND SHRUBS, AS PART OF THE PLANTING PROCESS. 1. FOR 1 AND 5 GALLON PLANT MATERIAL, A ROOT DRENCH SHALL BE PERFORMED. THE CONTRACTOR SHALL SUBMERSE THE PLANT ROOT BALL IN HOLGANIX TREE AND SHRUB CONCENTRATE, AT FULL STRENGTH, UNTIL AIR BUBBLES STOP, THEN PROCEED WITH NORMAL PLANT INSTALLATION PROCESS. 2. FOR 24" BOX TREES, THE CONTRACTOR SHALL SPRAY THE PLANT PIT THOROUGHLY WITH HOLGANIX TREE AND SHRUB CONCENTRATE, AT FULL STRENGTH, THEN PLACE THE TREE IN THE PLANT PIT AND THOUROUGHLY SPRAY THE ROOTBALL WITH THE SAME CONCENTRATE BEFORE PROCEEDING TO ADD THE BACKFILL TO THE TREE PLANT PIT. REFER TO WWW.HOLGANIX.COM FOR LOCAL DISTRIBUTORS TREE WITH LATION SOILS ANALYSIS AND PREPARATION REQUIREMENTS The soil analysis report was from Midwest Laboratories. The analysis shows the soil to be low in organic matter. This will limit the soils ability to store and exchange nutrients along with poor physical matter needs to be added before installation of plant, seed, or sod. characteristics. Some stable organic The first number on the soil test that stands out tome is the pH 8.3. The pH of an alkaline soil is lowered by adding sulfur, iron sulfate or aluminum sulfate, although these tend to be expensive, and the effects short tenn. Ideally one would want the pH to be closer to 7.0 The phosphorus values are very high. The nitrogen values are moderate. The phosphorus and, potassium values are very high. Consider fertilizers low in P & K values. Sodium and boron is showing concentrated levels which can affect the plants after installation. The symptoms of sodium toxicity occur first on the oldest leaves since a period of time is normally required before accumulation reaches toxic concentration. Symptoms usually appear as a burn or drying of tissue at the outer edges of the leaf and as severity increased, the symptoms progress inward between the veins towards the center of the leaf. Also manganese and iron values are low. Recommendations are as follows: Start with amending the soil with a high quality Live Earthx) Humate Soil Conditioner. This will give your soil the organic matter it needs, and because it's stable it will while balance the pH naturally for years, with adequate maintenance. Complete site recommendation and rates for soil amending: A. Live Earth® Humate Soil Conditioner - @ 25016s per 1000sq ft. Spread evenly, drag or rake into top 2-4 inches of soil. B. Live Earth* Humate Soil Conditioner w/Manganese - @ 2501bs per 1000sq ft. Spread evenly, drag or rake into top 2-4 inches of soil. C. Live Earth* Iron 10 (5-0-0) - @ 25lbs per 1000sq ft. Trees and Shrubs: Mix below soil amendments with back fill. A. Humate Soil Conditioner - 45% humic acid - Ag grade @ approx. Ilb per gal container. B. Humate Soil Conditioner w/Manganese- 45% humic acid - Ag grade @ approx. Ilb per gal container. C. Live Earth® Iron 10 (5-0-0) — '/z cup or .251b per lgal container. Maintenance application 6 weeps after install: Application of Live Earthg Iron 10 (5-0-0) - (4 151bs per 1000sq ft. Apply to all turf and ornamentals. 6 weeks later apply Live Earthg Iron 10 (5-0-0) - @ 15lbs per 1000sq ft. Apply to all turf and ornamental areas. Please call Todd Burns with any questions or concerns at 661-978-7307 PLANTING LEGEND- TREES BOTANICAL NAME COMMON NAME SIZE QTY. WULCOS LAG IND LAGERSTROEMIA INDICA 'MUSKOGEE' LIR TUP LIRODENDRON TULIPIFERA POD GRA PODOCARPUS GRACILIOR SHRUBS DIE BIC DIETES BICOLOR HEM RED HEMEROCALLIS HYBRID 'EVERGREEN RED' PHO FRA PHOTINIA X. FRASERI PHO TEN PHORMIUM TENAX 'ATROPURPUREA' PIT WHE PITTOSPORUM TOBIRA 'WHEELERII' GROUND COVERS HYP CAL HYPERICUM CALYCINUM MYO PAR MYOPORUM PARVIFOLIA CRAPE MYRTLE 36" BOX MULTI 6 L TULIP TREE 24" BOX STD 5 M FERN PINE 36" BOX STD 5 M FORTNIGHT LILY DAYLI LY PHOTINIA NEW ZEALAND FLAX DWARF MOCK ORANGE ST. JOHNSWORT MYOPORUM 5 GAL @36" OC 5 GAL @24"OC 5 GAL @48" OC 5 GAL @36"OC 5 GAL @ 48 110C 1 GAL 18" OC 1 GAL @ 36" OC 197 L 58 M 64 M 8 M 416 M M 202 L 5.5-/2/35 PC D A T E SEPTEMBER 9, 2015 SCALE 1"=20' DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME BOLTHOUSE PROPERTIES SUMP STREEfSCAPE BOLTHOUSE PROPERTIES 2000 OAK STREET, SUITE 250 BAKERSFIELD, CA 93301 PHONE (661) 323-4005 SHEET DESCRIPTIO N PLANTING PLAN, LEGEND, NOTES AND DETAILS R E V I S I O N S SHEET N UMBER L 70F io PROJECT NUMBER 15-241 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. ® NOT PUBLISHED. ALL RIGHTS RESERVED. GENERAL CONDITIONS 1. DEFINITIONS A. WORDS USED HEREIN IN THE MASCULINE GENDER INCLUDE THE FEMININE AND NEUTER, AND VICE VERSA; THE SINGULAR NUMBER INCLUDES THE PLURAL, AND THE PLURAL THE SINGULAR. THE WORD "PERSON" INCLUDES A CORPORATION, ASSOCIATION OR PARTNERSHIP. B. UNLESS OTHERWISE SPECIFICALLY DEFINED HEREIN, OR UNLESS THE CONTEXT REQUIRES A DIFFERENT MEANING, ALL WORDS, ABBREVIATIONS, SYMBOLS, TERMS AND PHRASES HAVING A WELL KNOWN OR TECHNICAL MEANING SHALL BE SO CONSTRUED. C. WHENEVER IN THESE SPECIFICATIONS, OR IN ANY DOCUMENTS OR INSTRUMENTS WHERE THESE SPECIFICATIONS GOVERN, THE FOLLOWING TERMS ARE USED, THE INTENT AND MEANING THEREOF SHALL BE AS FOLLOWS: CONTRACT - REPRESENTS THE ENTIRE AND INTEGRATED AGREEMENT BETWEEN THE DISTRICT AND THE CONTRACTOR. THE CONTRACT DOCUMENTS FORM THE CONTRACT FOR CONSTRUCTION. CONTRACT DOCUMENTS - THESE SPECIFICATIONS, THE DRAWINGS, ADDENDA ISSUED PRIOR TO EXECUTION OF THE CONTRACT, AND THE CONTRACT BETWEEN THE DISTRICT AND THE CONTRACTOR. CONTRACTOR - THE PERSON OR ENTITY WHOSE BID IS ACCEPTED AND TO WHOM THE CONTRACT IS AWARDED. LANDSCAPE ARCHITECT - THE PROFESSIONAL SERVICES FIRM WHO PREPARED THE PROJECT DRAWINGS AND SPECIFICATIONS FOR THE DISTRICT. OWNER - IS THE ENTITY IDENTIFIED AS SUCH IN THE CONTRACT. WORK - THE TERM 'WORK OR "PROJECT" MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS AND INCLUDES PROVIDING ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE THE WORK IN A SATISFACTORY MANNER. 2. CONSTRUCTION PROCEDURE CONTRACTOR SHALL NOT BE RELIEVED OF OBLIGATIONS TO PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS EITHER BY ACTIVITIES OR DUTIES OF THE OWNER, LANDSCAPE ARCHITECT, OR BY TESTS, INSPECTIONS OR APPROVALS REQUIRED OR PERFORMED BY PERSONS OTHER THAN THE CONTRACTOR. 3. NON -ASSIGNABILITY NEITHER THE CONTRACT THAT MAY BE AWARDED, NOR ANY OF THE MONIES THAT MAY BECOME DUE TO THE CONTRACTOR UNDER SUCH CONTRACT, MAY BE ASSIGNED BY SAID CONTRACTOR WITHOUT THE WRITTEN CONSENT OF THE OWNER. 4. SERVICE OF NOTICE THE DELIVERY OR MAILING OF ANY NOTICE, INSTRUCTION, CLAIM OR PROTEST, OR OTHER WRITTEN COMMUNICATIONS, PERSONALLY TO THE CONTRACTOR OR TO THE OWNER, SHALL CONSTITUTE SERVICE THEREOF UPON THE CONTRACTOR, OR THE OWNER, RESPECTIVELY. 5. SUBCONTRACTS A. CONTRACTOR SHALL SET FORTH IN THE BID THE NAME AND THE LOCATION OF EACH SUBCONTRACTOR WHO WILL PERFORM WORK OR LABOR OR RENDER SERVICE TO THE CONTRACTOR IN OR ABOUT THE CONSTRUCTION OF THE WORK. B. CONTRACTOR MUST HAVE THE WRITTEN CONSENT OF THE OWNER TO SUBSTITUTE A SUBCONTRACTOR OTHER THAN THAT DESIGNATED IN THE BID. 6. BONDS AND INSURANCE A. BEFORE EXECUTION OF THE CONTRACT WITH THE OWNER, THE CONTRACTOR SHALL FILE WITH THE OWNER SURETY BONDS AND APPLICABLE PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE SATISFACTORY TO THE OWNER IN THE AMOUNTS AND FOR THE PURPOSES SPECIFIED IN THE CONTRACT. BONDS SHALL BE DULY EXECUTED BY A RESPONSIBLE CORPORATE SURETY, AUTHORIZED TO ISSUE SUCH BONDS IN THE APPLICABLE STATE OF THE PROJECT AND SECURED THROUGH AN AUTHORIZED AGENT. CONTRACTOR SHALL PAY ALL BOND PREMIUMS, COSTS AND INCIDENTALS. B. CHANGES IN THE WORK, OR EXTENSIONS OF TIME, MADE PURSUANT TO THE CONTRACT, SHALL IN NO WAY RELEASE THE CONTRACTOR OR SURETY FROM THEIR OBLIGATIONS. 7. DRAWINGS AND SPECIFICATIONS A. THE CONTRACTOR SHALL KEEP AT THE PROJECT SITE A COPY OF THE DRAWINGS AND SPECIFICATIONS. IN THE EVENT A DISCREPANCY EXISTS BETWEEN FIGURES AND/OR DRAWINGS, THE DISCREPANCY SHALL BE IMMEDIATELY SUBMITTED TO THE OWNER FOR CLARIFICATION. ANY ADJUSTMENT MADE BY THE CONTRACTOR WITHOUT OBTAINING SUCH CLARIFICATION FROM THE OWNER SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE AND BE SUBJECT TO REMOVAL IF SAID ADJUSTMENT DOES NOT MEET THE APPROVAL OF THE OWNER. B. THE CONTRACT DOCUMENTS, AS DEFINED HEREIN, ARE INTENDED TO BE READ TOGETHER TO DESCRIBE A COMPLETE AND FINISHED PIECE OF WORK, INCLUDING ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE PROPER EXECUTION OF THE PROJECT. ANYTHING IN THE SPECIFICATIONS AND NOT ON THE DRAWINGS, OR ON THE DRAWINGS AND NOT IN THE SPECIFICATIONS, SHALL BE AS THOUGH SHOWN OR MENTIONED IN BOTH. 8. SHOP DRAWINGS OR PRODUCT DATA AND SAMPLES A. SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND SIMILAR SUBMITTALS ARE NOT CONTRACT DOCUMENTS. THE PURPOSE OF THEIR SUBMITTALS IS TO DEMONSTRATE FOR THOSE PORTIONS OF THE WORK FOR WHICH SUBMITTALS ARE REQUIRED THE WAY THE CONTRACTOR PROPOSES TO CONFORM TO THE INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE DRAWINGS. B. THE CONTRACTOR SHALL REVIEW, APPROVE, AND SUBMIT SUCH SUBMITTALS REQUIRED BY THE CONTRACT DOCUMENTS WITH REASONABLE PROMPTNESS AND IN SUCH SEQUENCE OR TO CAUSE NO DELAY IN THE WORK. C. THE LANDSCAPE ARCHITECT'S REVIEW OF SUCH SUBMITTALS IS FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. REVIEW OF SUCH SUBMITTALS IS NOT CONDUCTED FOR THE PURPOSE OF DETERMINING ACCURACY AND COMPLETENESS OF OTHER DUTIES SUCH AS DIMENSIONS AND QUANTITIES, OR FOR SUBSTANTIATING INSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF EQUIPMENT OR SYSTEMS, ALL OF WHICH REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. D. THE LANDSCAPE ARCHITECT'S REVIEW SHALL NOT CONSTITUTE APPROVAL OF SAFETY PRECAUTIONS OR, OF ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. 9. SUBSURFACE DATA WHERE INVESTIGATIONS OF SITE CONDITIONS HAVE BEEN MADE INCLUDING SUBSURFACE CONDITIONS IN AREAS WHERE WORK IS TO BE PERFORMED UNDER THE CONTRACT, SUCH INVESTIGATIONS ARE MADE ONLY FOR THE PURPOSE OF STUDY AND DESIGN. ALL SOIL AND GEOLOGICAL TEST HOLE DATA, WATER TABLE ELEVATIONS AND AGRICULTURAL SUITABILITY SOIL ANALYSES APPLY ONLY AT THE LOCATIONS OF THE TEST AND TO THE DEPTHS INDICATED. 10. CHANGE ORDERS A. THE OWNER MAY AT ANY TIME PRIOR TO ACCEPTANCE OF THE WORK, BY WRITTEN ORDER TO CONTRACTOR AND WITHOUT NOTICE TO SURETIES, INCREASE OR DECREASE THE ESTIMATED QUANTITY OF WORK OR MATERIAL, MAKE ALTERATIONS, DEVIATIONS, ADDITIONS TO OR OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS, AND MAKE CHANGES IN THE PROJECT AS MAY BE DEEMED NECESSARY OR ADVISABLE, WITHIN THE GENERAL SCOPE THEREOF. B. NO CLAIM FOR ADDITIONAL WORK OR MATERIAL WILL BE ALLOWED UNLESS SUPPORTED BY A WRITTEN CHANGE ORDER SIGNED BY THE OWNER AND THE CONTRACTOR STATING THEIR AGREEMENT UPON ALL OF THE FOLLOWING: - CHANGE IN THE WORK. - AMOUNT OF THE ADJUSTMENT IN THE CONTRACT SUM; AND - EXTENT OF THE ADJUSTMENT IN THE CONTRACT TIME, IF ANY. 11. CONTROL OF MATERIALS A. MATERIALS, PARTS AND EQUIPMENT TO BE FURNISHED BY THE CONTRACTOR SHALL BE NEW, UNLESS OTHERWISE SPECIFIED IN THESE SPECIFICATIONS OR NOTED ON THE DRAWINGS. THE MATERIALS SHALL BE MANUFACTURED, HANDLED, AND USED IN A WORKMANLIKE MANNER. B. ALL MATERIALS SHALL BE SUBJECT TO RIGID INSPECTION AND IF, IN THE OPINION OF THE OWNER THE SAME DO NOT COMPLY WITH THE CONTRACT DOCUMENTS, SAID MATERIALS SHALL BE REJECTED AND IMMEDIATELY REMOVED FROM THE PREMISES AT THE EXPENSE OF THE CONTRACTOR. C. MANUFACTURERS WARRANTIES, GUARANTIES, INSTRUCTIONS SHEETS AND PARTS LISTS, WHICH ARE FURNISHED WITH CERTAIN ARTICLES OR MATERIALS INCORPORATED IN THE WORK SHALL BE DELIVERED TO THE OWNER PRIOR TO ACCEPTANCE OF THE WORK. 12. SAMPLES AND TESTS A REQUESTED BY THE OWNER P FALL MATERIALS S THE CONTRACTOR SHALL FURNISH SUCH SAMPLES O WITHOUT CHARGE. LABOR AND EQUIPMENT NECESSARY FOR THE FURNISHING OF SUCH SAMPLES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 13. SUBSTITUTION OR EQUIVALENTS A. FOR CONVENIENCE IN DESIGNATION ON THE DRAWINGS OR IN THE SPECIFICATIONS, CERTAIN ARTICLES OR MATERIALS TO BE INCORPORATED IN THE WORK MAY BE DESIGNATED UNDER A TRADE NAME OR THE NAME OF A MANUFACTURER AND CATALOGUE NUMBER. SUBJECT TO APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT, AN ALTERNATIVE ARTICLE OR MATERIAL MAY BE UTILIZED. B. THE BURDEN OF PROOF AS TO THE QUALITY AND SUITABILITY OF ALTERNATIVES SHALL BE UPON THE CONTRACTOR. 14. CERTIFICATES OF COMPLIANCE WHEN REQUESTED, CONTRACTOR SHALL FURNISH THE OWNER WITH A CERTIFICATE OF COMPLIANCE WHICH INDICATES THAT: (a) PLANTS WERE INSTALLED AS SPECIFIED. (b) THE IRRIGATION SYSTEM WAS INSTALLED AS SPECIFIED. (c) AN IRRIGATION AUDIT HAS BEEN PERFORMED. (d) OTHER CRITERIA OF THE ORDINANCE HAS BEEN MET ALONG WITH A LIST OF ANY OBSERVED DEFICIENCIES. THE FOLLOWING SHALL BE SUBMITTED WITH THE CERTIFICATE OF COMPLIANCE: (a) IRRIGATION SCHEDULE. (b) LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. (c) LANDSCAPE IRRIGATION AUDIT SCHEDULE. (d) IRRIGATION AUDIT REPORT. 15. SUFFICIENCY OF TIME SHOULD THE CONTRACTOR BE OBSTRUCTED OR DELAYED IN THE PROSECUTION OR COMPLETION OF THE PROJECT BY THE ACT, NEGLECT, DELAY OR DEFAULT OF THE OWNER, OR AS A RESULT OF STRIKES, FIRE, FLOOD, LIGHTING, STORMS OR EARTHQUAKES, OR BY UNAVOIDABLE CALAMITY, OR OTHER UNFORESEEN CAUSES THAT IN THE OPINION OF THE OWNER, ARE BEYOND THE CONTROL OF THE CONTRACTOR, THEN THE COUNTY/OWNER MAY CONSIDER AN EXTENSION OF TIME FOR THE COMPLETION OF THE PROJECT. 16. STOPPAGE OF WORK AND ANNULMENT OF CONTRACT A. IF THE CONSTRUCTION OF THE PROJECT BE ABANDONED BY THE CONTRACTOR, OR IF AT ANY TIME THE OWNER SHALL BE OF THE OPINION THAT THE PERFORMANCE OF THE CONTRACT IS UNNECESSARILY OR UNREASONABLY DELAYED, OR THAT THE CONTRACTOR IS WILLFULLY VIOLATING ANY OF THE CONDITIONS OR COVENANTS OF THE CONTRACT, THE OWNER MAY NOTIFY THE CONTRACTOR NOT TO RESUME OR TO DISCONTINUE, AS THE CASE MAY BE, ALL WORK OR ANY PART THEREOF CONTEMPLATED UNDER THE CONTRACT BY A WRITTEN NOTICE SERVED UPON CONTRACTOR. THE OWNER SHALL CHARGE THE EXPENSE OF SUCH EQUIPMENT, LABOR AND MATERIALS, PLUS TEN PERCENT (10%) OF THE COST THEREOF, FOR ADMINISTRATIVE EXPENSE AGAINST ANY SUMS OF MONEY DUE OR TO BECOME DUE THE CONTRACTOR, OR AGAINST THE SURETIES TO THE EXTENT OF THEIR LIABILITY. B. IN LIEU OF THE FOREGOING PROVISIONS TO SUSPEND THE CONTRACT, THE OWNER MAY PAY THE CONTRACTOR FOR THE COMPLETED PORTIONS OF THE PROJECT ACCORDING TO THE PROVISIONS OF THE CONTRACT AND MAY TREAT THE PORTIONS REMAINING UNCOMPLETED AS IF SAID PORTIONS HAD NEVER BEEN INCLUDED OR CONTEMPLATED BY THE CONTRACT. 17. TEMPORARY SUSPENSION OF WORK THE OWNER MAY ORDER THE CONTRACTOR TO SUSPEND THE WORK ON THE PROJECT WHOLLY OR IN PART FOR SUCH PERIOD OF TIME AS MAY BE DEEMED NECESSARY DUE TO UNSUITABLE WEATHER OR TO SUCH OTHER CONDITIONS AS MAY BE CONSIDERED UNFAVORABLE FOR THE SUITABLE PROSECUTION OF THE WORK. WORK SHALL BE RESUMED WHEN CONDITIONS ARE FAVORABLE OR WHEN THE METHODS HAVE BEEN CORRECTED, AS DIRECTED AND APPROVED IN WRITING BY THE OWNER. 18. LAWS TO BE OBSERVED THE CONTRACTOR SHALL BE FULLY INFORMED OF ALL STATE AND NATIONAL LAWS AND MUNICIPAL ORDINANCES OR REGULATIONS WHICH IN ANY MANNER AFFECT THOSE ENGAGED OR EMPLOYED IN THE WORK, OR THE MATERIALS USED IN THE WORK, OR WHICH IN ANY WAY AFFECT THE CONDUCT OF THE WORK, AND OF ALL SUCH ORDERS AND DECREES OF BODIES OR TRIBUNALS HAVING ANY JURISDICTION OR AUTHORITY OVER THE SAME. 19. LABOR CONDITIONS CONTRACTOR SHALL COMPLY WITH APPLICABLE FEDERAL AND STATE PROVISIONS OF THE LABOR CODE AND FAIR EMPLOYMENT PRACTICES. 20. INDEMNIFICATION A. TO THE FULLEST EXTENT PERMITTED BY LAW, THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, LANDSCAPE ARCHITECT, LANDSCAPE ARCHITECT'S CONSULTANTS, AND AGENTS AND EMPLOYEES OF ANY OF THEM FROM AND AGAINST CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEYS' FEES, ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE WORK, PROVIDED THAT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN WORK ITSELF) INCLUDING LOSS OF USE RESULTING THEREFROM, BUT ONLY TO THE EXTENT CAUSED IN WHOLE OR IN PART BY NEGLIGENT ACTS OR OMISSIONS OF THE CONTRACTOR, A SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM OR ANYONE FOR WHOSE ACTS THEY MAY BE LIABLE, REGARDLESS OF WHETHER OR NOT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. SUCH OBLIGATION SHALL NOT BE CONSTRUED TO NEGATE, ABRIDGE, OR REDUCE OTHER RIGHTS OR OBLIGATIONS OF INDEMNITY WHICH WOULD OTHERWISE EXIST AS TO A PARTY OR PERSON DESCRIBED IN THIS SECTION. B. IN CLAIMS AGAINST ANY PERSON OR ENTITY INDEMNIFIED UNDER THIS SECTION BY AN EMPLOYEE OF THE CONTRACTOR, A SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM OR ANYONE FOR WHOSE ACTS THEY MAY BE LIABLE, THE INDEMNIFICATION OBLIGATION UNDER THIS SECTION SHALL NOT BE LIMITED BY A LIMITATION ON AMOUNT OR TYPE OF DAMAGES, COMPENSATION OR BENEFITS PAYABLE BY OR FOR THE CONTRACTOR OR A SUBCONTRACTOR UNDER WORKER'S COMPENSATION ACTS, DISABILITY BENEFIT ACTS OR OTHER EMPLOYEE BENEFIT ACTS. C. THE OBLIGATIONSR UNDER THIS SECTION SHALL NOT EXTEND ND TO THE O F THE CONTRACTOR LIABILITY OF THE LANDSCAPE ARCHITECT, THE LANDSCAPE ARCHITECT, S CONSULTANTS, AND AGENTS AND EMPLOYEES OF ANY OF THEM ARISING OUT OF 1 THE PREPARATION OR APPROVAL OFM APS DRAWINGS OPINIONS, REPORTS, SURVEYS CHANGE ORDERS, , DESIGNS OR SPECIFICATIONS, OR (2) THE GIVING OF OR THE FAILURE TO GIVE DIRECTIONS OR INSTRUCTIONS BY THE LANDSCAPE ARCHITECT THE LANDSCAPE ARCHITECT'S CONSULTANTS, AND AGENTS AND EMPLOYEES OF ANY OF THEM PROVIDED SUCH GIVING OR FAILURE TO GIVE IS THE PRIMARY CAUSE OF THE INJURY OR DAMAGE. 21. SAFETY OF PERSONS AND PROPERTY A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT. B. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS FOR SAFETY OF, AND SHALL PROVIDE REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO: EMPLOYEES ON THE WORK AND OTHER PERSONS WHO MAYBE AFFECTED THEREBY; THE WORK AND MATERIALS AND EQUIPMENT TO BE INCORPORATED THEREIN,WHETHER IN STORAGE ON OR OFF THE SITE, UNDER CARE, CUSTODY OR CONTROL OF THE CONTRACTOR OR THE CONTRACTOR'S SUBCONTRACTORS; AND OTHER PROPERTY AT THE SITE OR ADJACENT THERETO, SUCH AS TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES AND UTILITIES NOT DESIGNATED FOR REMOVAL, RELOCATION OR REPLACEMENT IN THE COURSE OF CONSTRUCTION. C. THE CONTRACTOR SHALL GIVE NOTICES AND COMPLY WITH APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING ON SAFETY OF PERSONS OR PROPERTY OR THEIR PROTECTION FROM DAMAGE, INJURY OR LOSS. D. THE CONTRACTOR SHALL SO CONDUCT OPERATIONS AS TO OFFER THE LEAST POSSIBLE OBSTRUCTION AND INCONVENIENCE TO THE PUBLIC. THE CONTRACTOR SHALL HAVE UNDER CONSTRUCTION NO GREATER AMOUNT OF WORK THAN CAN BE PERFORMED PROPERLY WITH DUE REGARD TO THE RIGHTS OF THE PUBLIC. 22. PROJECT SITE MAINTENANCE A. THROUGHOUT ALL PHASES OF CONSTRUCTION, AND UNTIL ACCEPTANCE OF THE WORK, THE CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. B. COSTS INCURRED DUE TO CLEANUP OPERATIONS SHALL BE AS INCLUDED IN THE PRICES BID FOR THE VARIOUS ITEMS OF WORK AND NO SEPARATE PAYMENT WILL BE MADE THEREFOR. 23. AIR POLLUTION CONTRACTOR SHALL COMPLY WITH ALL AIR POLLUTION CONTROL RULES, REGULATIONS, ORDINANCES AND STATUTES WHICH APPLY TO ANY WORK PERFORMED PURSUANT TO THE CONTRACT AND SHALL NOT DISCHARGE SMOKE, DUST OR ANY OTHER AIR CONTAMINANTS INTO THE ATMOSPHERE IN SUCH QUANTITY AS WILL VIOLATE THE REGULATIONS OF ANY LEGALLY CONSTITUTED AUTHORITY. 24. NOISE CONTROL CONTRACTOR SHALL COMPLY WITH ALL LOCAL SOUND CONTROL AND NOISE LEVEL REGULATIONS AND ORDINANCES WHICH APPLY TO ANY WORK PERFORMED PURSUANT TO THE CONTRACT, AND SHALL MAKE EVERY EFFORT TO CONTROL AN UNDUE NOISE RESULTING FROM THE CONSTRUCTION OPERATION. 25. PESTICIDES/HERBICIDES CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE DEPARTMENT OF FOOD AND AGRICULTURE, THE DEPARTMENT OF HEALTH, THE DEPARTMENT OF INDUSTRIAL RELATIONS AND ALL OTHER AGENCIES WHICH GOVERN THE USE OF PESTICIDES/HERBICIDES REQUIRED IN THE PERFORMANCE OF THE WORK. 26. DUST CONTROL THE CONTRACTOR SHALL ABATE DUST NUISANCE BY CLEANING, SWEEPING AND SPRINKLING WITH WATER, OR OTHER MEANS AS NECESSARY, AND SHALL SAVE THE OWNER FREE AND HARMLESS FROM ANY CLAIM FOR LOSS OR DAMAGE SUSTAINED BY OTHERS AND RESULTING FROM OPERATIONS ON THE PROJECT SITE. 27. UTILITIES WHEN PLACING CONCRETE AROUND OR CONTIGUOUS TO ANY UTILITY, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR COSTS TO FURNISH AND INSTALL A CUSHION OF EXPANSION JOINT MATERIAL, CLEAR OPENING OR SLEEVE, OR BY OTHER SUITABLE MEANS SHALL PREVENT EMBEDMENT IN OR BONDING WITH THE CONCRETE. 28. PATENTS AND ROYALTIES THE CONTRACTOR SHALL ABSORB IN ITS BID, THE PATENT FEES OR ROYALTIES ON ANY PATENTED ARTICLE OR PROCESS WHICH MAY BE FURNISHED OR USED IN THE WORK. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER HARMLESS FROM ANY LEGAL ACTIONS THAT MAY BE BROUGHT FROM INFRINGEMENT OF PATENTS. 29. PAYMENTS A. THE CONTRACT SUM IS STATED IN THE CONTRACT AND, INCLUDING AUTHORIZED ADJUSTMENTS, IS THE TOTAL AMOUNT PAYABLE BY THE OWNER TO THE CONTRACTOR FOR PERFORMANCE OF THE WORK UNDER THE CONTRACT DOCUMENTS. B. BEFORE THE FIRST APPLICATION FOR PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE OWNER A SCHEDULE OF VALUES ALLOCATED TO VARIOUS PORTIONS OF THE WORK, PREPARED IN SUCH FORM AND SUPPORTED BY SUCH DATA TO SUBSTANTIATE ITS ACCURACY AS THE OWNER MAY REQUIRE. THIS SCHEDULE, UNLESS OBJECTED TO BY THE OWNER SHALL BE USED AS A BASIS FOR REVIEWING THE CONTRACTOR'S APPLICATIONS FOR PAYMENT. END OF SECTION •5'l Z� VN"DSCAPF RIOS No 9 Q n e SEP E ER 30 2016 E `rl vte � 9lF OF CAL���� D A T E SEPTEMBER 9, 2015 S C A L E 1"=20'-9" D R A W N BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME BOLTHOUSE PROPERTIES SUMP STREEfSCAPE BOLTHOUSE PROPERTIES 2000 OAK STREET, SUITE 250 BAKERSFIELD, CA 93301 PHONE (661) 323-4005 S H E E T D E S C R I P T I O N SPECIFICATIONS R E V I S I O N S SHEET NUMBER L80F 10 P R O JE CT N U M B ER 15-241 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. IRRIGATION SYSTEM -AUTOMATIC A. GENERAL 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL THE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 2. COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS WITH THE CONSTRUCTION OF SITE AMENITIES AND PLANTING. 3. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED BEFORE PLANTING OPERATIONS. 4. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE ADJUSTED AS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. COSTS INCURRED DUE TO ANY ADJUSTMENT FOR COVERAGE, INCLUDING THOSE REQUESTED BY THE OWNER RELATIVE TO THE LOCATION OF IRRIGATION HEADS AS SHOWN ON THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5. POINT OF CONNECTION (P.O.C.) AND OPERATING PRESSURE (P.S.I.) SHALL BE AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL VERIFY THE LOCATION AND SIZE OF WATER SOURCE, PSI, AND ELECTRICAL SUPPLY PRIOR TO COMMENCING INSTALLATION. IN CASE OF DISCREPANCY, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER. B. QUALITY ASSURANCE 1. ALL LOCAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THE IRRIGATION SYSTEM ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS. HOWEVER, IF THESE SPECIFICATIONS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD OR LARGER SIZE THAN IS REQUIRED BY THE ABOVE RULES, REGULATIONS OR REQUIREMENTS, THESE SPECIFICATIONS AND THE DRAWINGS SHALL TAKE PRECEDENCE. 2. IN THE EVENT ANY EQUIPMENT OR METHODS INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN CONFLICT WITH APPLICABLE REGULATIONS, CONTRACTOR H O SHALL IMMEDIATELY ELY N TIFY THE O OWNER OR LANDSCAPE ARCHITECT IN WRITING PRIOR TO INSTALLATION. IN CASE OF DISCREPANCY, SC CY, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER. 3. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, AND RELATED OTHER EQUIPMENT, Q WHICH MAY BE REQUIRED.CONTRACTOR H ALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING THE WORK AND INSTALL A COMPLETE IRRIGATION SYSTEM WITHIN THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 4. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF LIABILITY UNDER THE PROVISIONS FOR GUARANTEES. C. MATERIALS LIST 1. WITHIN FIFTEEN (15) CALENDAR DAYS AFTER AWARD OF CONTRACT AND PRIOR TO INSTALLATION, THE CONTRACTOR SHALL SUBMIT TO THE OWNER A LIST OF MATERIALS INCLUDING THE MANUFACTURER, DESCRIPTION, MODEL NUMBER AND INSTALLATION DATA. 2. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR ACCEPTANCE MAY BE REJECTED AND SUCH MATERIALS REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE. D. PRODUCT DELIVERY, STORAGE AND HANDLING CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING, UNLOADING AND STORING OF IRRIGATION MATERIALS AND EQUIPMENT. E. PLASTIC PIPE 1. PLASTIC PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE INJECTION MOLDED; RIGID; UNPLASTICIZED POLYVINYL CHLORIDE (PVC); NSF APPROVED; OF HIGH TENSILE STRENGTH, CHEMICAL RESISTANT AND IMPACT STRENGTH; AND DEPENDING ON CLASS AND GRADE, CONFORM TO ASTM 2241 OR ASTM D-1785. 2. FITTINGS AND COUPLINGS SHALL BE THREADED PVC SCHEDULE 80 CONFORMING TO ASTM D-2464; OR SLIP -FITTING, TAPERED SOCKET, SOLVENT -WELD TYPE, PVC SCHEDULE 40 CONFORMING TO ASTM D-2466 OR PVC SCHEDULE 80 CONFORMING TO ASTM D-2467. 3. SOLVENT CEMENT AND PRIMER FOR RIGID PVC SOLVENT -WELD PIPE AND FITTINGS SHALL BE OF COMMERCIAL QUALITY, IAPMO APPROVED, CONFORMING TO ASTM D-2564. F. BRASS PIPE 1. BRASS PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE 86% RED BRASS, AMERICAN NATIONAL STANDARDS INSTITUTE, SCHEDULE 40 SCREWED PIPE, CONFORMING TO FEDERAL SPECIFICATIONS WW -P-351. 2. FITTINGS SHALL BE MEDIUM BRASS, SCREWED 125 POUND CLASS, CONFORMING TO FEDERAL SPECIFICATIONS WW -P-460. G. GALVANIZED PIPE 1. GALVANIZED STEEL PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASA SCHEDULE 40 MILD STEEL SCREWED PIPE. FITTINGS SHALL BE MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON. 2. ALL GALVANIZED PIPE AND FITTINGS INSTALLED BELOW GRADE SHALL BE PAINTED WITH TWO (2) COATS OF KOPPERS #50 BITUMASTIC, OR APPROVED EQUAL. PIPES MAY BE WRAPPED WITH AN APPROVED ASPHALTIC TAPE. H. 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. I. 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 "GV" 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") ABOVE FINISH GRADE, WITH VALVES SET AT SUFFICIENT DEPTH TO PROVIDE APPROPRIATE CLEARANCE BETWEEN THE COVER AND VALVE. J. ISOLATION VALVES 1. ISOLATION VALVES (BALL) SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL ISOLATION 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. ISOLATION VALVES SHALL BE DESIGNED TO PERMIT DISMANTLING TO REPLACE SEALING COMPONENTS WITHOUT REMOVAL OF THE VALVE BODY FROM THE PIPELINE. 4. ISOLATION VALVES SHALL BE INSTALLED WITH OPERATING NUTS. K. QUICK COUPLING VALVES Q. ADJUSTING AND TESTING THE SYSTEM QUICK COUPLING VALVES SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL QUICK COUPLER VALVES AS INDICATED IN THE DETAILS ON 1 . CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS AND LABOR TO CONDUCT THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, WITH A MOLDED VINYL OR PIPELINE PRESSURE TESTS, COVERAGE TESTS AND OPERATIONAL TESTS. ALL TESTS THERMOPLASTIC RUBBER LOCKING YELLOW COVER. COUPLER KEYS AND HOSE ELLS SHALL BE OF THE SAME SHALL BE MADE IN THE PRESENCE OF THE OWNER PRIOR TO PLANTING OPERATIONS. MANUFACTURER AS THE VALVE. TRENCHES SHALL NOT BE BACKFILLED UNTIL THE PIPELINE PRESSURE TESTS HAVE BEEN PERFORMED TO THE SATISFACTION OF THE OWNER. L. ANTI -DRAIN VALVES WHERE INDICATED ON THE DRAWINGS, AND AS NEEDED FOR FIELD CONDITIONS, ANTI -DRAIN VALVES SHALL BE 2. AFTER COMPLETION OF PIPELINE ASSEMBLY, PRIOR TO INSTALLATION OF TERMINAL AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. ANTI -DRAIN VALVES FITTINGS, INCLUDING BUT NOT LIMITED TO REMOTE CONTROL VALVES AND QUICK SHALL BE LINE -SIZED AND INSTALLED ON THE RISER DIRECTLY UNDER THE IRRIGATION HEADS IN COUPLER VALVES, ENTIRE SYSTEM SHALL BE THOROUGHLY FLUSHED TO REMOVE DIRT, ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SCALE OR OTHER DELETERIOUS MATERIAL. M. REMOTE CONTROL VALVES REMOTE CONTROL VALVES SHALL BE SOLENOID ACTIVATED, OF THE TYPE, MANUFACTURER AND SIZE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL REMOTE CONTROL VALVES AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. N. CONTROLLERS AND WIRING 1. CONTROLLER SHALL BE OF THE TYPE AND MANUFACTURER AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL CONTROLLER AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. CONNECTIONSBE N BETWEEN THE CONTROLLER AND THE REMOTE CONTROL VALVES SHALL BE MADE WITH DIRECT C BURIALTWO WIRE CABLE AS PER IRRIGATION LEGEND. 3. WIRE SHALL BE BURIED A MINIMUM OF EIGHTEEN INCHES (18") IN DEPTH AND WHENEVER POSSIBLE SHALL OCCUPY THE SAME TRENCH AS THE MAINLINE; BUNDLED AND SECURED TO IRRIGATION ON PIPELINES AT TEN FOOT 10 INTERVALS WITH PLASTIC ELECTRICAL TAPE, PROVIDING SUFFICIENT SLACK FOR EXPANSION AND CONTRACTION. 4. PROVIDE A GROUND RODS AS INDICATED ON PLAN, LOCATED A MINIMUM OF 8' FROM TWO WIRE CABLE, CONTROL VALVES AND CONTROLLER. 5. AN EXPANSION CURL SHALL BE PROVIDED WITHIN THREE FEET (3') OF EACH WIRE CONNECTION AND CHANGE OF DIRECTION, AND AT LEAST EVERY 100 FEET OF WIRE LENGTH ON LONGER RUNS. 6. ALL SPLICES SHALL BE MADE WITH 3M DBY WIRE SEALING PACKS, OR APPROVED EQUAL. USE ONE (1) SPLICE PER CONNECTOR SEALING PACK. WIRE SPLICES SHALL BE LOCATED IN PULL BOXES SET ONE INCH (1") ABOVE FINISH GRADE. FIELD SPLICES SHALL BE KEPT TO A MINIMUM. O. IRRIGATION HEADS 1. IRRIGATION HEADS SHALL BE OF THE MANUFACTURER, SIZE, TYPE, AND RATE OF PRECIPITATION AS SPECIFIED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. RISER UNITS SHALL BE ORIENTED PERPENDICULAR TO THE FINISH GRADE WITH NIPPLES OF THE SAME SIZE AS THE RISER OPENING IN THE IRRIGATION HEAD. 3. SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM SHOWN ON THE DRAWINGS AND IN NO CASE EXCEED THE MAXIMUM SPACING RECOMMENDED BY THE MANUFACTURER. P. INSTALLATION 1. PIPE SHALL BE CUT SQUARE AND THE ENDS REAMED OUT TO THE FULL INSIDE DIAMETER OF THE PIPE AND THOROUGHLY CLEANED OF DIRT, DUST AND MOISTURE BEFORE INSTALLATION. 2. PVC PIPE SHALL BE PROTECTED FROM TOOL DAMAGE DURING ASSEMBLY. PLASTIC PIPE WHICH HAS BEEN NICKED, SCARRED OR DAMAGED SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 3. PVC SOLVENT -WELD JOINTS SHALL BE MADE IN ACCORDANCE WITH ASTM D-2855. PIPE SHALL NOT BE EXPOSED TO WATER FOR TWENTY-FOUR (24) HOURS AFTER SOLVENT -WELD JOINTS ARE COMPLETED. 4. . TRENCHES SHALL BE OF OPEN VERTICAL CONSTRUCTION TO APPROPRIATE DEPTHS AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. PVC PIPE SHALL BE LAID ON NATIVE GRADE OR CERTIFIED COMPACTED SUBGRADE, FREE OF ROCKS OR SHARP -EDGED OBJECTS AND SNAKED FROM SIDE TO SIDE IN THE TRENCH TO ALLOW FOR EXPANSION AND CONTRACTION. 5. TEFLON TAPE SHALL BE USED ON ALL THREADED PVC TO PVC AND ON ALL THREADED PVC TO METAL JOINTS. 6. BRASS PIPE AND FITTINGS SHALL BE ASSEMBLED USING TEFLON DOPE, APPLIED TO THE MALE THREADS ONLY. 7. GALVANIZED PIPE THREADS SHALL BE CUT WITH CLEAN, SHARP DIES, CONFORMING TO AMERICAN STANDARDS ASSOCIATION SPECIFICATION. MALE PIPE THREADS SHALL BE COATED WITH A NON-TOXIC, NON -HARDENING, NON -CORROSIVE JOINT COMPOUND. 8. GALVANIZED PIPE OR ULTRA -VIOLET RESISTANT (UVR) PVC INSTALLED ON GRADE SHALL BE ANCHORED AT INTERVALS NOT TO EXCEED TEN FEET (10'), WITH #4 REBAR, WITH A "J" HOOKED RADIUS. 9. RUBBER RING SEAL JOINT: A. USE FACTORY -MADE MALE END OR PREPARE FIELD -CUT MALE END TO EXACT SPECIFICATIONS OF FACTORY -MADE END. B. CAREFULLY CLEAN BELL OR COUPLING AND INSERT RUBBER RING WITHOUT LUBRICANT. POSITION RING CAREFULLY ACCORDING TO MANUFACTURERS RECOMMENDATIONS. C. LUBRICATE MALE END ACCORDING TO MANUFACTURERS RECOMMENDATIONS AND INSERT MALE END TO SPECIFIED DEPTH. USE HANDS ONLY WHEN INSERTING PVC PIPE. D. THRUST BLOCKS SHALL BE PROVIDED WHERE NECESSARY TO RESIST SYSTEM PRESSURE ON RING-TITE PIPE AND FITTINGS. BLOCKS SHALL BE CONCRETE AND THE SIZE SHALL BE BASED ON AN AVERAGE SOIL SAFE BEARING LOAD OF 1000 POUNDS PER SQUARE FOOT. E. FORM THRUST BLOCKS IN SUCH A MANNER THAT CONCRETE COMES IN CONTACT ONLY WITH THE FITTINGS. THRUST BLOCKS SHALL BE BETWEEN SOLID SOIL AND THE FITTING. 10. IRRIGATION LINES AND CONTROL WIRING SHALL BE INSTALLED UNDER PAVING IN SEPARATE PVC SCHEDULE 40 SLEEVES. SLEEVES SHALL BE INSTALLED WITH THE COVERAGE DEPTHS AS SPECIFIED HEREIN. 11. PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING OR HYDRAULIC DRIVING, EXCEPT THAT NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALTIC CONCRETE PAVEMENT. WHERE CUTTING OR BREAKING OF EXISTING PAVEMENT IS NECESSARY, OBTAIN PERMISSION FROM THE COUNTY/OWNER BEFORE CUTTING OR BREAKING PAVEMENT AND THEN MAKE ALL NECESSARY REPAIRS AND REPLACEMENTS TO THE SATISFACTION OF THE OWNER, AND AT NO ADDITIONAL COST TO THE OWNER. 12. ALL LINES SHALL HAVE A MINIMUM HORIZONTAL CLEARANCE OF SIX INCHES (6") FROM EACH OTHER AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. 13. PROVIDE THE FOLLOWING MINIMUM COVERAGE (WHERE LINES OCCUR UNDER PAVED AREAS, THESE COVERAGE DEPTHS SHALL BE CONSIDERED BELOW SUBGRADE): 3" PRESSURE MAINLINE PRESSURE MAINLINE- 2%" SIZE AND LESS 24" NON -PRESSURE LATERAL LINES 18" CONTROL WIRING 12" 18" 3. WITH OPEN ENDS CAPPED, PRIOR TO INSTALLING VALVES, TEST PRESSURE SUPPLY LINES FOR SIX (6) HOURS AT 125 PSI. CENTER LOAD PVC PIPE WITH A SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND WHIPPING UNDER PRESSURE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY PORTIONS OF THE WORK TWENTY (24) HOURS IN ADVANCE FOR THE FOLLOWING INSPECTIONS; - SYSTEM LAYOUT - PRESSURE PIPELINE TESTS - OPERATIONAL TESTS (PRIOR TO COMMENCING PLANTING OPERATIONS) 5. OPERATIONAL TEST SHALL DEMONSTRATE THE PERFORMANCE AND OPERATION OF ALL COMPONENTS OF THE CONTROLLER SYSTEM. REMOTE CONTROL VALVES PRESSURE REGULATORS SHALL BE PROPERLY ADJUSTED AND SYSTEM SHALL BE WORKABLE, CLEAN AND EFFICIENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY PORTIONS OF THE WORK THAT ARE NOT PROPERLY INSTALLED AND RETESTING UNTIL INSTALLATION HAS BEEN ACCEPTED BY THE OWNER. R. BACKFILLING 1. BACKFILL MATERIAL SHALL BE FREE FROM LARGE CLODS STONES AND OTHER OBJECTIONABLE MATERIALS, EXCEEDING THREE INCHES (3") IN DIAMETER. 2. TRENCHES LOCATED UNDER AREAS WHERE PAVING OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH A SIX INCH (6") LAYER OF SAND BELOW THE PIPE AND THREE INCHES (3") ABOVE THE PIPE, AND COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE EARTHWORK SECTION. S. MATERIALS TO BE FURNISHED CONTRACTOR SHALL FURNISH THE OWNER THE FOLLOWING MATERIALS AT THE END OF CONSTRUCTION, PRIOR TO THE POST -INSTALLATION MAINTENANCE PERIOD: TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE SUPPLIED ON THE PROJECT. TWO (2) FIVE FOOT (6) VALVE KEYS FOR OPERATING ISOLATION VALVES. TWO (2) KEYS FOR EACH CONTROLLER. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVELS FOR EACH QUICK COUPLER VALVE INSTALLED. ONE (1) SET EACH APPROVED AS -BUILT AND RECORD DRAWINGS. TWO (2) SETS EACH APPROVED CONTROLLER CHARTS. T. AS -BUILT AND RECORD DRAWINGS 1. CONTRACTOR SHALL MAINTAIN AND KEEP UP TO DATE ONE (1) SET OF BLUELINES SHOWING THE "AS -BUILT" LOCATION OF MAJOR FEATURES OF THE PROJECT AND INDICATING CHANGES THAT MAY OCCUR DURING INSTALLATION. 2. PRIOR TO ACCEPTANCE OF THE WORK, CONTRACTOR SHALL FURNISH THE OWNER WITH ONE (1) SET OF REPRODUCIBLE TRANSPARENCIES AS THE RECORD SET SHOWING THE AS -BUILT DATA, OF A QUALITY SATISFACTORY TO THE OWNER. TRANSFER AS -BUILT DATA IN INK (NO BALL POINT PEN) AND ERADICATE OUTDATED ITEMS. 3. DIMENSION FROM TWO (2) PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT) THE LOCATION OF THE FOLLOWING ITEMS: POINT OF CONNECTION TO EXISTING WATER LINES. POINT OF CONNECTION TO EXISTING ELECTRICAL POWER. IRRIGATION VALVES. ROUTING OF IRRIGATION PRESSURE LINES (DIMENSIONS, MAXIMUM 100' ALONG ROUTE). REMOTE CONTROL VALVES. ROUTING OF CONTROL VALVES. QUICK COUPLING VALVES. OTHER RELATED EQUIPMENT AS REQUESTED BY THE OWNER. 4. CONTRACTOR SHALL SUBMIT AS-BUILT/RECORD DRAWINGS TO 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. \,NNDSCgpF RIGS Signoture * SIPTEMBER 30 20 * Ex ' I ale � Q \F OF CN1.\F D A T E SEPTEMBER 9, 2015 S C A L E 1"=20'-0" DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME BOLTHOUSE PROPERTIES SUMP STREEfSCAPE BOLTHOUSE PROPERTIES 2000 OAK STREET, SUITE 250 BAKERSFIELD, CA 93301 PHONE (661) 323-4005 S H E E T D E S C R I P T I O N SPECIFICATIONS R E V I S I O N S SHEET N U M BE R L9oFio P R O J E C T N U M B E R 15-241 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT ® NOT PUBLISHED. ALL RIGHTS RESERVED. W. OPERATION AND MAINTENANCE MANUALS PREPARE AND DELIVER FOUR (4) INDIVIDUALLY BOUND COPIES OF THE OPERATION AND MAINTENANCE MANUAL TO THE 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 WITH NAMES AND ADDRESSES OF LOCAL MANUFACTURERS REPRESENTATIVES. CATALOG AND PARTS SHEETS ON ALL MATERIAL AND EQUIPMENT INSTALLED. GUARANTEE STATEMENT. j COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS. X. 1. 2. GUARANTEE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND EQUIPMENT FOR ONE (1) YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. SHOULD ANY TROUBLE DEVELOP WITHIN THE TIME SPECIFIED DUE TO INFERIOR OR FAULTY MATERIALS OR WORKMANSHIP, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS INCURRED DUE TO REPAIR AND REPLACEMENT. SAMPLE GUARANTEE TO BE PROVIDED TO OWNER: GUARANTEE FOR IRRIGATION SYSTEM WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM FURNISHED AND INSTALLED IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER. WE AUTHORIZE THE OWNER TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND RNAOJECT THEREFORE UPON DEMAND. LOCATION: SIGNED: CONTRACTOR ADDRESS: END OF SECTION GENERAL PLANTING 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 OR OTHER MATERIALS SHALL BE SUBMITTED TO 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 KINKED 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 (1') ABOVE THE GROUND SURFACE. 4. OVERSIZE PLANTS MAY BE 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 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. 8. PRUNING OF PLANT MATERIALS SHALL NOT BE DONE PRIOR TO DELIVERY. AFTER PLANTING, PRUNING SHALL BE LIMITED TO THE MINIMUM NECESSARY TO REMOVE INJURED TWIGS AND BRANCHES, DEAD WOOD AND SUCKERS. 9. PLANT MATERIAL IS SUBJECT TO SUBSTITUTION BASED UPON AVAILABILITY. SUBSTITUTED MATERIAL SHALL BE APPROVED IN ADVANCE BY THE OWNER. C. FERTILIZERS 1. FERTILIZERS SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF THE STATE AGRICULTURAL CODE AND SHALL BE PACKAGED, FIRST GRADE, COMMERCIAL QUALITY PRODUCTS IDENTIFIED AS TO SOURCE, TYPE OF MATERIAL, WEIGHT AND MANUFACTURER'S GUARANTEED ANALYSIS. FERTILIZERS SHALL NOT CONTAIN TOXIC INGREDIENTS IN QUANTITIES HARMFUL TO HUMAN, ANIMAL, OR PLANT .LIFE. WHEN REQUESTED, CONTRACTOR SHALL FURNISH THE OWNER WITH CERTIFICATE OF COMPLIANCE STATING THAT THE MATERIAL SUBSTANTIALLY MEETS THE SPECIFICATIONS. 2. COMMERCIAL FERTILIZER SHALL BE A PELLETED, BEADED, OR GRANULAR PRODUCT HAVING THE CHEMICAL ANALYSIS SPECIFIED HEREIN AND SHALL BE FREE-FLOWING MATERIAL DELIVERED IN ORIGINAL UNOPENED CONTAINERS. USE OF MATERIAL WHICH BECOMES CAKED OR OTHERWISE DAMAGED SHALL NOT BE PERMITTED. D. AMENDMENTS 1. NITROGEN STABILIZED ORGANIC AMENDMENT SHALL BE A GROUND OR PROCESSED WOOD PRODUCT DERIVED FROM WOOD OF REDWOOD, FIR OR CEDAR, TREATED WITH A NON-TOXIC AGENT TO ABSORB WATER QUICKLY. NITROGEN CONTENT, BASED ON DRY WEIGHT, SHALL BE 0.5% FOR REDWOOD AND 0.7% FOR FIR AND CEDAR. IRON CONTENT, BASED ON DRY WEIGHT, SHALL BE 0.1%. PINE SAWDUST IS NOT ACCEPTABLE. 2. WHEN REQUESTED, CONTRACTOR SHALL FURNISH THE OWNER WITH A DELIVERY RECEIPT AND CERTIFICATE OF COMPLIANCE STATING THAT THE MATERIAL SUBSTANTIALLY MEETS THE SPECIFICATIONS. 3. ORGANIC BASE FERTILIZER SHALL BE COMPRISED OF DECOMPOSED ANIMAL, FISH AND VEGETABLE MATTER WITH HUMIC ACIDS AND A BACTERIAL STIMULANT. E. TOPSOIL 1. TOPSOIL SHALL CONSIST OF FERTILE, FRIABLE SOIL OF LOAMY CHARACTER, AND SHALL CONTAIN AN AMOUNT OF ORGANIC MATTER NORMAL TO THE AREA. IT SHALL BE REASONABLY FREE FROM WEEDS, REFUSE, ROOTS, HEAVY OR STIFF CLAY, STONES LARGER THAN ONE INCH (1") IN DIAMETER, STICKS, BRUSH, LITTER AND OTHER DELETERIOUS SUBSTANCES. TOPSOIL MAY BE OBTAINED FROM THE SITE IF APPROVED BY THE OWNER. 2. WHEN REQUIRED, IMPORTED TOPSOIL SHALL BE SUBJECT TO INSPECTION AND TESTING AT THE SOURCE OF SUPPLY PRIOR TO DELIVERY TO THE PROJECT. F. MATERIAL DELIVERY AND INSPECTION 1. PLANT MATERIAL SHALL BE DELIVERED WITH LEGIBLE IDENTIFICATION LABELS, HANDLED AND STORED ADEQUATELY TO MAINTAIN A HEALTHY CONDITION, PROTECTING THEM FROM DRYING OUT, WINDBURN OR ANY OTHER INJURY. 2. INSPECTION OF PLANT MATERIALS REQUIRED BY OWNER, COUNTY, STATE OR FEDERAL AUTHORITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. WHEN REQUESTED, CONTRACTOR SHALL FURNISH COPIES OF SUCH PERMITS OR CERTIFICATES TO OWNER. G1. SOIL PREPARATION (SHRUB AND GROUND COVER AREAS) FERTILIZING AND CONDITIONING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT AGRICULTURAL SUITABILITY REPORT. 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 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. I. BACKFILL 1. BACKFILL SHALL BE AS SPECIFIED IN THE PROJECT AGRICULTURAL SUITABILITY REPORT; MACHINE -MIXED AND APPROVED BY THE OWNER PRIOR TO INCORPORATION IN PLANTING PITS. 2. REFER TO SOILS ANALYSIS AND RECOMMENDATIONS FOR SOIL AND AMENDMENTS AS INDICATED ON THE PLANS. J. INSTALLATION 1. STAKE PLANT LOCATIONS AND SECURE APPROVAL FROM THE 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, & 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. END OF SECTION POST -INSTALLATION MAINTENANCE PERIOD A. GENERAL 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO PERFORM WORK DURING THE POST -INSTALLATION MAINTENANCE PERIOD, AS SPECIFIED HEREIN, INCLUDING BUT NOT LIMITED TO; ADEQUATE WATERING OF PLANT MATERIAL, REPLACING UNSUITABLE PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS. 2. CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS COMPLETED, UNTIL ACCEPTANCE OF THE WORK. 3. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DURING POST -INSTALLATION MAINTENANCE PERIOD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. UNLESS STIPULATED OTHERWISE BY THE OWNER, THE POST -INSTALLATION MAINTENANCE PERIOD SHALL CONSIST OF A MINIMUM OF NINETY (90) CONSECUTIVE CALENDAR DAYS. 5. POST -INSTALLATION MAINTENANCE PERIOD MAY BE EXTENDED BY THE OWNER IF THE PROJECT IS IMPROPERLY MAINTAINED, APPRECIABLE REPLACEMENT IS REQUIRED, OR OTHER CORRECTIVE WORK BECOMES NECESSARY. B. EXECUTION 1. ALL AREAS INCLUDING, BUT NOT LIMITED TO GROUND COVER, AND CONCRETE FLATWORK, SHALL BE KEPT CLEAN AND FREE OF WEEDS, LITTER AND DEBRIS. 2. SUBSURFACE DRAINS AND CATCH BASIN GRATES SHALL BE KEPT CLEAR OF LEAVES, LITTER AND DEBRIS TO ENSURE UNIMPEDED PASSAGE OF WATER. DRAINLINES SHALL BE PERIODICALLY FLUSHED WITH CLEAR WATER TO AVOID BUILD-UP OF SILT AND DEBRIS. 3. BEFORE WEEDS EXCEED TWO INCHES (2") IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF OFF-SITE. SERIOUS WEEDS SHALL BE SPOT SPRAYED AND LEFT IN PLACE FOR SEVEN (7) CALENDAR DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) CALENDAR DAYS AFTER APPLICATION AND DISPOSED OF OFF-SITE. 4. IF THE OWNER NOTIFIES THE CONTRACTOR OF FAILURE TO CONTROL WEEDS AS SPECIFIED HEREIN, THE CONTRACTOR SHALL KILL ALL WEEDS WITHIN TEN (10) CALENDAR DAYS OF SUCH NOTIFICATION. THE POST -INSTALLATION MAINTENANCE PERIOD WILL BE EXTENDED FOR EVERY DAY AFTER THE TEN (10) CALENDAR DAYS UNTIL SUCH WEEDS HAVE BEEN KILLED. 5. CONTRACTOR SHALL TAKE APPROPRIATE STEPS TO ELIMINATE RODENTS. C. IRRIGATION SYSTEM 1. CONTRACTOR SHALL OPERATE THE IRRIGATION SYSTEM AUTOMATICALLY AND SHALL PROPERLY AND COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM. 2. CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN SUFFICIENT QUANTITIES AND ADJUST WATER APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS. 3. COSTS INCURRED DUE TO REPAIR OR REPLACEMENT OF EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPLACEMENT PARTS SHALL BE IDENTICAL TO THE MATERIAL AND AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. 4. FERTIGATION UNIT SHALL BE REFILLED THROUGHOUT THE MAINTENANCE PERIOD WITH THE SPECIFIED LIQUID SOLUBLE FETILIZER, WHEN IT IS FOUND TO BE EMPTY. D. SHRUB BED AREAS SHRUB BED AREAS SHALL BE FERTILIZED AS PER SOILS REPORT RECOMMENDATIONS. E. TREES 1. IF REQUIRED, OR AT THE DIRECTION OF THE 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 OWNER, WOUNDS OVER ONE AND ONE-HALF INCH (1 1/2") 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 OWNER, A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO THE DATE FOR INSPECTION. END OF SECTION 5•E�-121,35 PPI \,pNDSCApF RIGS W i n c oture SE T MB R 30 2016 JJ Do �Q 9TH, OF Cp`\�o�� D A T E SEPTEMBER 9, 2015 S C A L E 1"=20'-0" DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.riosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME BOLTHOUSE PROPERTIES SUMP SiREETSCAPE BOLTHOUSE PROPERTIES 2000 OAK STREET, SUITE 250 BAKERSFIELD, CA 93301 PHONE (661) 323-4005 S H E E T D E S C R I P T 1 0 N SPECIFICATIONS R E V I S 1 0 N S S H E E T N U M B E R L10OF 10 P R O J E C T N U M B E R 15-241 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT 0 NOT PUBLISHED. ALL RIGHTS RESERVED.