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1.5-7317 Ph 2 & 5
LANDSCAPE ARCHITECTURAL DRAWINGS TRACT 7317- NORTH STREETSCAPE PHASES 2 & 5 BAKERSFIELD, CALIFORNIA OLD RIVER ROAD ,LLC. LOCATION MAP VICINITY MAP WESTSIDE PARKWAY Q o O ¢O O W U_ S K 58 STOCKDALE HIGHWAY PROJECT SITE DRAWING INDEX L1 COVER SHEET L2 HYDROZONE PLAN AND WATER USE CALCULATIONS L3 TREE IRRIGATION PLAN L4 TREE IRRIGATION PLAN L5 TREE IRRIGATION PLAN L6 SHRUB IRRIGATION PLAN L7 SHRUB IRRIGATION PLAN L8 SHRUB IRRIGATION PLAN & CITY GENERAL NOTES L9 IRRIGATION LEGEND & DETAILS L10 IRRIGATION DETAILS L11 TREE PLANTING PLAN GENERAL PROJECT NOTES RIOS DESIGN STUDIO HAS TAKEN CARE TO RESEARCH APPLICABLE CODES AND REQUIREMENTS IN PREPARING THESE DRAWINGS AND IS NOT 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). THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE RECORDS AT THE TIME THE PLANS WERE DRAFTED AND DO NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NON-EXISTENCE OF SUCH UTILITIES. IN CALIFORNIA AND NEVADA, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT AT 1-800-227-2600 PRIOR TO PERFORMING ANY CONSTRUCTION WORK. IN OTHER AREAS, CONTRACTOR SHALL CONTACT A SIMILAR AGENCY/ORGANIZATION. AS REQUESTED BY THE CITY, 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 IN 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 CITY 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, CITY RECOGNIZES THAT SUCH ALTERATION AND THE RESULTS THEREOF ARE NOT THE RESPONSIBILITY OF RIOS DESIGN STUDIO. IN ADDITION, CITY AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD RIOS DESIGN STUDIO HARMLESS FROM ANY DAMAGE, LIABILITY OR COST (INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS 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 CITY 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. SOIL ANALYSIS WAS PREPARED BY MIDWEST LABORATORIES DATE RECEIVED APR. 4, 2018, 2. SOIL PREPARATION AND AMENDMENT RECOMMENDATIONS PREPARED BY LIVE EARTH PRODUCTS. DATE RECEIVED APRIL 14, 2014. TOTAL SQUARE FEET INCLUDING THE BACK OF WALL: LANDSCAPE SF. = 32,072 SQ.FT. CITY SIDWALK = 14,598 SQ.FT. L12 TREE PLANTING PLAN L13 TREE PLANTING PLAN L14 SHRUB PLANTING PLAN L15 SHRUB PLANTING PLAN L16 SHRUB PLANTING PLAN L17 PLANTING LEGEND, DETAILS, NOTES & SOIL ANALYSIS L18 WALL PLAN L19 SPECIFICATIONS L20 SPECIFICATIONS L21 SPECIFICATIONS t T��LL t7` ------------------ T-6" -0" 7 6' ` LANTER AREA SIDE ALK PLANTER AREA 10'-0" 10'-0" LA APE 20'-0 EASEMENT OVERALL AREA STREETSCAPE SECTION N -N N.T.S. SEE SHEET L13 APPROVED: , 7 M A A'OS, RIOS DESIGN STUDIO, LLC DATE RLA3260, EXPIRES 9-30W REVIEWED BY: RECREATION AND PARKS DEPARTMENT DATE REVIEWED BY: S/z3jty TRAFFIC ENGINEER DATE APPROVED BY- �'^ e= 2R 1<j NICOLAS G. FIDLER, PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE R.C.E.#61069, APRROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENACE 1.5-7317 Ph 2 & 5 S gnalure SEPTEMBER 70. 2020 ExPraLon Date / \alt. Date �f/n�� DATE MAY 6, 2019 SCALE NONE DRAWN BY MER CHECKED BY JR " RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.6osdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE 2&5 TRACT 73"1 7 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 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 S H E E T N U M B E R Ll OF 21 PROJECT NUMBER 18-406 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. w Ix ROSEDALE HIGHWAY Oo Q p z z U 99 � w F- J w 2 WES SID]PARK w 7) z w STOCKDALE HWY Q z m O STOC ALE RANCH ROD U MING AVENUE PROD CT o SITE D:� w z o VICINITY MAP WESTSIDE PARKWAY Q o O ¢O O W U_ S K 58 STOCKDALE HIGHWAY PROJECT SITE DRAWING INDEX L1 COVER SHEET L2 HYDROZONE PLAN AND WATER USE CALCULATIONS L3 TREE IRRIGATION PLAN L4 TREE IRRIGATION PLAN L5 TREE IRRIGATION PLAN L6 SHRUB IRRIGATION PLAN L7 SHRUB IRRIGATION PLAN L8 SHRUB IRRIGATION PLAN & CITY GENERAL NOTES L9 IRRIGATION LEGEND & DETAILS L10 IRRIGATION DETAILS L11 TREE PLANTING PLAN GENERAL PROJECT NOTES RIOS DESIGN STUDIO HAS TAKEN CARE TO RESEARCH APPLICABLE CODES AND REQUIREMENTS IN PREPARING THESE DRAWINGS AND IS NOT 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). THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE RECORDS AT THE TIME THE PLANS WERE DRAFTED AND DO NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NON-EXISTENCE OF SUCH UTILITIES. IN CALIFORNIA AND NEVADA, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT AT 1-800-227-2600 PRIOR TO PERFORMING ANY CONSTRUCTION WORK. IN OTHER AREAS, CONTRACTOR SHALL CONTACT A SIMILAR AGENCY/ORGANIZATION. AS REQUESTED BY THE CITY, 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 IN 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 CITY 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, CITY RECOGNIZES THAT SUCH ALTERATION AND THE RESULTS THEREOF ARE NOT THE RESPONSIBILITY OF RIOS DESIGN STUDIO. IN ADDITION, CITY AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD RIOS DESIGN STUDIO HARMLESS FROM ANY DAMAGE, LIABILITY OR COST (INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS 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 CITY 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. SOIL ANALYSIS WAS PREPARED BY MIDWEST LABORATORIES DATE RECEIVED APR. 4, 2018, 2. SOIL PREPARATION AND AMENDMENT RECOMMENDATIONS PREPARED BY LIVE EARTH PRODUCTS. DATE RECEIVED APRIL 14, 2014. TOTAL SQUARE FEET INCLUDING THE BACK OF WALL: LANDSCAPE SF. = 32,072 SQ.FT. CITY SIDWALK = 14,598 SQ.FT. L12 TREE PLANTING PLAN L13 TREE PLANTING PLAN L14 SHRUB PLANTING PLAN L15 SHRUB PLANTING PLAN L16 SHRUB PLANTING PLAN L17 PLANTING LEGEND, DETAILS, NOTES & SOIL ANALYSIS L18 WALL PLAN L19 SPECIFICATIONS L20 SPECIFICATIONS L21 SPECIFICATIONS t T��LL t7` ------------------ T-6" -0" 7 6' ` LANTER AREA SIDE ALK PLANTER AREA 10'-0" 10'-0" LA APE 20'-0 EASEMENT OVERALL AREA STREETSCAPE SECTION N -N N.T.S. SEE SHEET L13 APPROVED: , 7 M A A'OS, RIOS DESIGN STUDIO, LLC DATE RLA3260, EXPIRES 9-30W REVIEWED BY: RECREATION AND PARKS DEPARTMENT DATE REVIEWED BY: S/z3jty TRAFFIC ENGINEER DATE APPROVED BY- �'^ e= 2R 1<j NICOLAS G. FIDLER, PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE R.C.E.#61069, APRROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENACE 1.5-7317 Ph 2 & 5 S gnalure SEPTEMBER 70. 2020 ExPraLon Date / \alt. Date �f/n�� DATE MAY 6, 2019 SCALE NONE DRAWN BY MER CHECKED BY JR " RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.6osdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE 2&5 TRACT 73"1 7 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 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 S H E E T N U M B E R Ll OF 21 PROJECT NUMBER 18-406 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. 4 ♦� .; I az TF Op.. y L7 e < < 83 84 CL I F. i r HYDROZONE SUMMARY HYDROZONE SYMBOL DESCRIPTION # HYDROZONE A- 1550 SF (5%) A ■ TREES IRRIGATED WITH JR DEEP ROOT BUBBLERS ■■ A-ROUN SF HYDROZSHRUBS El VER SHRUBS AND GROUNDCOVER WITH DRIP IRRIGATION ��s■ HYDROZONE SUMMARY HYDROZONE SYMBOL DESCRIPTION # HYDROZONE A- 1550 SF (5%) A ■ TREES IRRIGATED WITH JR DEEP ROOT BUBBLERS A-ROUN SF HYDROZSHRUBS El VER SHRUBS AND GROUNDCOVER WITH DRIP IRRIGATION TOTAL LANDSCAPE AREA - 31,266 SF F 1I ORK k i 5 i a \ �. A ►:IMIT OF WORK DATE MAY 6,2019 SCALE 1.,=70'-0" DRAWN BY MER CHECKED BY JR to 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 PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 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 S H E E T N U M B EE R L2 OF 21 PROJECT NUMBER 18-406 tL� ' ROS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLEEENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-7317 Ph 2 & 50 NOT PUBLISHED. ALL RIGHTS RESERVED. i 7 , r , ~WALL AS.APPROVED WALL ; F CONSTR66 riON PLAIDS WALL AS APPROVED WALL CONSTRUCTION PLANS LIMIT OF WORK 21.15 25 TREE I" _._.. --- +__......--- _. -.._ 2" IRRIGATION MAINLINE, TYP. ---/ LIMIT OF WORK INSTALL BETWEEN SIDEWALK & CURB WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. LIMIT OF WORK t ( i LI I < WALLAS APPROVED WALL — -- W -4 _. J CONSTRUCTION PLANS W r, LU I 550' SIGHT -LINEAle 13 w — ■ ■ LIMIT OF WORK 2" IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK & CURB WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. 62 m _f ■ -- ■ ■- —_f' ■ — LIMIT OF WORK IRRIGATION MAINLINE, TYP. INSTALL WITHIN LANDSCAPE AREA J W LL W �w Z G2�---, U Q DR E IRRIGATION MAINLINE, TYP. INSTALL WITHIN LANDSCAPE AREA NOTE REFER TO SHEET L8 FOR CITY GENERAL NOTES, REFER TO SHEET L9 FOR IRRIGATION LEGEND & DETAILS. REFER TO SHEET L10 FOR IRRIGATION DETAILS. THIS IRRIGATION SYSTEM IS FOR BOTH NORTH & SOUTH SIDES OF THE ROAD FOR TRACT 7313. VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER I 10 VALVE SIZE I" DRIPS SYSTEM DESCRIPTION POINT -OF -CONNECTION •A WATER METER- 2" STATIC WATER PRESSURE- 60 PSI BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 26 STATIONS MAXIMUM FLOW DEMAND- 49.25 DATE MAY 6, 2019 SCALE 1"=20'-9" 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 PHASE 2&5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T I O N TREE IRRIGATION PLAN R E V I S I O N S SHEET NUMBER L3 OF 21 PROJECT NUMBER 18-406 J OS DESIGN STUDIO H NOT RESPONSIBLE FOR THE ACCURACY OR COF COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-7317 Ph 2 & 5® NOT PUBLISHED. ALL RIGHTS RESERVED. ui ' LJJ Lu N LLj Z :..--w 21.15 25 TREE I" _._.. --- +__......--- _. -.._ 2" IRRIGATION MAINLINE, TYP. ---/ LIMIT OF WORK INSTALL BETWEEN SIDEWALK & CURB WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. LIMIT OF WORK t ( i LI I < WALLAS APPROVED WALL — -- W -4 _. J CONSTRUCTION PLANS W r, LU I 550' SIGHT -LINEAle 13 w — ■ ■ LIMIT OF WORK 2" IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK & CURB WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. 62 m _f ■ -- ■ ■- —_f' ■ — LIMIT OF WORK IRRIGATION MAINLINE, TYP. INSTALL WITHIN LANDSCAPE AREA J W LL W �w Z G2�---, U Q DR E IRRIGATION MAINLINE, TYP. INSTALL WITHIN LANDSCAPE AREA NOTE REFER TO SHEET L8 FOR CITY GENERAL NOTES, REFER TO SHEET L9 FOR IRRIGATION LEGEND & DETAILS. REFER TO SHEET L10 FOR IRRIGATION DETAILS. THIS IRRIGATION SYSTEM IS FOR BOTH NORTH & SOUTH SIDES OF THE ROAD FOR TRACT 7313. VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER I 10 VALVE SIZE I" DRIPS SYSTEM DESCRIPTION POINT -OF -CONNECTION •A WATER METER- 2" STATIC WATER PRESSURE- 60 PSI BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 26 STATIONS MAXIMUM FLOW DEMAND- 49.25 DATE MAY 6, 2019 SCALE 1"=20'-9" 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 PHASE 2&5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T I O N TREE IRRIGATION PLAN R E V I S I O N S SHEET NUMBER L3 OF 21 PROJECT NUMBER 18-406 J OS DESIGN STUDIO H NOT RESPONSIBLE FOR THE ACCURACY OR COF COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-7317 Ph 2 & 5® NOT PUBLISHED. ALL RIGHTS RESERVED. W O m Q Lu LU Lu Z J U Q Ri Ilii" SHRUB � REFER TO TR. 7317 SOUTH FOR THE WATER, ELECTRICAL, & IRRIGATION EQUIPMENT ON SW CORNER OF STOCKDALE RANCH ROAD & CHICHESTER COURT. LIMIT OF WORK WALL AS APPROVED WALL CONSTRUCTION PLANS f 0 ✓ED WALL PLANS SHKJE�\LZ j ` IKKILiAI IUN MAINLINt, I YF'. - INSTALL WITHIN LANDSCAPE AREA 66 uM1r of wow ®•■�■■■ Samoan ■ IS no■■Mown ■■ J Momfm LIMIT OF WORK Samoa ■ ' � Of ✓'WORK `oil 42.15 7w Lu W 1 V) it Z �■ J ■- WALL AS APPROVED WALL ■ CONSTRUCTION PLANS 2 " IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK & "" '" , CURB WITHIN PROJECT LANDSCAPE AREA ASPERCOB PLANTING DETAIL SHT L8. NOTE REFER TO SHEET L8 FOR CITY GENERAL NOTES. REFER TO SHEET L9 FOR IRRIGATION LEGEND & DETAILS. REFER TO SHEET L10 FOR IRRIGATION DETAILS. THIS IRRIGATION SYSTEM IS FOR BOTH NORTH & SOUTH SIDES OF THE ROAD FOR TRACT 7313. VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER 10 VALVE SIZE I" SYSTEM DESCRIPTION POINT -OF -CONNECTION •A WATER METER- 2" STATIC WATER PRESSURE- 60 PSI BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 26 STATIONS MAXIMUM FLOW DEMAND- 49,25 GPM DATE MAY 6,2019 SCALE 1"=20'-0" DR A W N 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 PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T I O N TREE IRRIGATION PLAN R E V I S I O N S S H E E T N U M BE R L4 OF 21 P R O J E C T N U M B ER 18-406 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. z NOT PUBLISHED. ALL RIGHTS RESERVED. 1 11 10 ,111111:1211 Lu W 1 V) it Z �■ J ■- WALL AS APPROVED WALL ■ CONSTRUCTION PLANS 2 " IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK & "" '" , CURB WITHIN PROJECT LANDSCAPE AREA ASPERCOB PLANTING DETAIL SHT L8. NOTE REFER TO SHEET L8 FOR CITY GENERAL NOTES. REFER TO SHEET L9 FOR IRRIGATION LEGEND & DETAILS. REFER TO SHEET L10 FOR IRRIGATION DETAILS. THIS IRRIGATION SYSTEM IS FOR BOTH NORTH & SOUTH SIDES OF THE ROAD FOR TRACT 7313. VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER 10 VALVE SIZE I" SYSTEM DESCRIPTION POINT -OF -CONNECTION •A WATER METER- 2" STATIC WATER PRESSURE- 60 PSI BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 26 STATIONS MAXIMUM FLOW DEMAND- 49,25 GPM DATE MAY 6,2019 SCALE 1"=20'-0" DR A W N 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 PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T I O N TREE IRRIGATION PLAN R E V I S I O N S S H E E T N U M BE R L4 OF 21 P R O J E C T N U M B ER 18-406 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. z NOT PUBLISHED. ALL RIGHTS RESERVED. WALL AS APPROVED WALL CONSTRUCTION PLANS y 14 T.00 14 f I p I . ,� � ... , X550 SISt17. --- /2 ' „►• ..� SHRUB 112 +I 14 IRRIGATION MAINLIN ,TYP. INSTALL WITHIN LANDSCAPE AREA -' E ��. *� 3400 19 DRIP I/x" - -- 1.IM�S OF uV0 -_a � 0 -112 R yes AF wuw #00 SNP tw *04 AWA W4L K 940 AT £eY Rif jnwS 0 m A' Wr kA 9w or firyalm Rt I& "N 9#kft av i'A49 aw t? d7d?F:. IN 1 " WA9W nM WIER B ma s £m Awl imw NOSAWF a x Ame nm Of pwr 00 1* POO IRAW T T of am Pw ow SWMEAS 9" CaCm mAt x1m som iT W.r ¢ Y M 5r0w JZ '"viawaft ME v am 2" IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK & CURB WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. i B x 2' BLOC( WALL. WATER SERM SIDEWALK NUKE 0 trm L OF SIDEWALK CENTERED PCB BUBBLM ONE PER BUSIRLm s zuB tom.) LA'aRAL Ura€ Ts' BACK SEE WAR c nRs MEET OF EACH Sliffte SHRUB ROOTBALL Il It �" •'1_ 1 I BLOCK WALL ROOTBAL.L. IlII 1 I %2 `*�—PRGPERTY 4t (] I UNE II li I 1 SHRUB LATERAL �ll n 11� 1I ...__ . POs BUBBLER. ONE SHRUB tntewa °ER Status (,) RAiNBIRD RWS. TWO SEE DETAdL 0, PER TREE (TYP). SEE THUS SHEET DETAIL d, THIS SHEET. TREE LATE RAL YEVY TY AL & LAYOUTL-� N.T. t.7 �- INSTALL PULLBOX, PULL AND PROVIDE 30' EXTRA FUTURE WIRES FOR FUTURE EXPANSION OF SYSTEM. SEE C.O.B. GENERAL NOTES #20, SHEET L8. QUICK COUPLER, TYP. WALL AS APPROVED WALL CONSTRUCTION PLANS NOTE REFER TO SHEET L8 FOR CITY GENERAL NOTES. REFER TO SHEET L9 FOR IRRIGATION LEGEND & DETAILS. REFER TO SHEET L10 FOR IRRIGATION DETAILS. THIS IRRIGATION SYSTEM IS FOR BOTH NORTH & SOUTH SIDES OF THE ROAD FOR TRACT 7313. VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER I 10 VALVE SIZE I" DRIP• SYSTEM DESCRIPTION POINT -OF -CONNECTION •A WATER METER- 2" STATIC WATER PRESSURE- 60 PSI BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 26 STATIONS MAXIMUM FLOW DEMAND- 49.25 GPM MAINLINE @ BACK - OF SIDEWALK L-6 ENTERED BUBBLER. LATERAL LINE 12" BACK OF EACH SHRUB. TYPICAL PLANTING & IRRIGATION LAYOUT N.T.S 804 SAM PRS WNTER 1-25 NOZZLE TREE IN LEUI SECOND E BUBBLER BLOCK WALL DATE MAY 6, 2019 ASTANDAR( TYPSCAL SIGHT UNE RLOUi-4EMCNTS FOR LANDSCAPING :ITY ?AA. BAKERSFIELD IPORNIA am 2" IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK & CURB WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. i B x 2' BLOC( WALL. WATER SERM SIDEWALK NUKE 0 trm L OF SIDEWALK CENTERED PCB BUBBLM ONE PER BUSIRLm s zuB tom.) LA'aRAL Ura€ Ts' BACK SEE WAR c nRs MEET OF EACH Sliffte SHRUB ROOTBALL Il It �" •'1_ 1 I BLOCK WALL ROOTBAL.L. IlII 1 I %2 `*�—PRGPERTY 4t (] I UNE II li I 1 SHRUB LATERAL �ll n 11� 1I ...__ . POs BUBBLER. ONE SHRUB tntewa °ER Status (,) RAiNBIRD RWS. TWO SEE DETAdL 0, PER TREE (TYP). SEE THUS SHEET DETAIL d, THIS SHEET. TREE LATE RAL YEVY TY AL & LAYOUTL-� N.T. t.7 �- INSTALL PULLBOX, PULL AND PROVIDE 30' EXTRA FUTURE WIRES FOR FUTURE EXPANSION OF SYSTEM. SEE C.O.B. GENERAL NOTES #20, SHEET L8. QUICK COUPLER, TYP. WALL AS APPROVED WALL CONSTRUCTION PLANS NOTE REFER TO SHEET L8 FOR CITY GENERAL NOTES. REFER TO SHEET L9 FOR IRRIGATION LEGEND & DETAILS. REFER TO SHEET L10 FOR IRRIGATION DETAILS. THIS IRRIGATION SYSTEM IS FOR BOTH NORTH & SOUTH SIDES OF THE ROAD FOR TRACT 7313. VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER I 10 VALVE SIZE I" DRIP• SYSTEM DESCRIPTION POINT -OF -CONNECTION •A WATER METER- 2" STATIC WATER PRESSURE- 60 PSI BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 26 STATIONS MAXIMUM FLOW DEMAND- 49.25 GPM MAINLINE @ BACK - OF SIDEWALK L-6 ENTERED BUBBLER. LATERAL LINE 12" BACK OF EACH SHRUB. TYPICAL PLANTING & IRRIGATION LAYOUT N.T.S 804 SAM PRS WNTER 1-25 NOZZLE TREE IN LEUI SECOND E BUBBLER BLOCK WALL DATE MAY 6, 2019 SCALE 1"=20-O" DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.6osdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T I O N TREE IRRIGATION PLAN & CITY DETAILS R E V I S I O N S S H E E T N U M B E R L5 OF 21 PROJECT NUMBER 18-406 ' RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-7317_Ph 2 & 5_ a NOT PUBLISHED. ALL RIGHTS RESERVED. t~ IRRIGATION CONTROLLER RUNTIMES i �r m LIMIT OF WORK m nt A,1, ,Q. _ _ °. _ 59 tom= LIMIT OF � � WORK PROVIDE 30' EXTRA FUTURE WIRES FOR FUTURE EXPANSION OF SYSTEM. SEE C.O.B. GENERAL NOTES #20, SHEET L8. A AS APPROVED WALL TRUCTION PLANS m fi��t��� 2 1/2" IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK & CURB WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. EAN IRRIGATION MAINLINE, TYP. INSTALL WITHIN LANDSCAPE AREA 2 1/2" IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK & CURB WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. i 21/a IRRIGATION MAINLINE, TYP. INSTALL WITHIN LANDSCAPE AREA 2/a r _USMOM EaL /_ LIMIT OF WORK Controller: A IRRIGATION CONTROLLER RUNTIMES i SNT TYPE t SPRINKLER TYPE Etc AKc PR RATE IE RUM TIME OUANTTY :RUN TIME Days Per Weep: 3 b3..... �O _. ,.(HOURS) ...__.. .__._._...._ .(HOURS) 'ub and Ground Covers: w WALL AS APPROVED WALL j1 m CONSTRUCTION PLANS Bubblers. 8.70 O 40 , LW 0.52 , tfers 8.70 0.30 0.88 0.81...... 0,28 .... 20-.... 5.63 - -- CYCLES PER DAY: LLI 3/4' ', Z 1" - J TOTAL RUN TIME IN HOURS FOR DRIP & BUBBLERS ONLY:'. 6.15 /4 TOTAL RUN TIME IN HOURS:'. 6.15 '... IRRIGATION MAINLINE, TYP. INSTALL WITHIN LANDSCAPE AREA 2 1/2" IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK & CURB WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. i 21/a IRRIGATION MAINLINE, TYP. INSTALL WITHIN LANDSCAPE AREA 2/a r _USMOM EaL /_ LIMIT OF WORK Controller: A IRRIGATION CONTROLLER RUNTIMES i SNT TYPE t SPRINKLER TYPE Etc AKc PR RATE IE RUM TIME OUANTTY :RUN TIME Days Per Weep: 3 b3..... _. ,.(HOURS) ...__.. .__._._...._ .(HOURS) 'ub and Ground Covers: '.. Bubblers. 8.70 O 40 3.85 0.81... 0.09 6 _ 0.52 , tfers 8.70 0.30 0.88 0.81...... 0,28 .... 20-.... 5.63 - -- CYCLES PER DAY: I TOTAL NUMBER OF STATIONS: 28 - TOTAL RUN TIME IN HOURS FOR DRIP & BUBBLERS ONLY:'. 6.15 TOTAL RUN TIME IN HOURS:'. 6.15 '... NOTE REFER TO SHEET L8 FOR CITY GENERAL NOTES. REFER TO SHEET L9 FOR IRRIGATION LEGEND & DETAILS. REFER TO SHEET L10 FOR IRRIGATION DETAILS, THIS IRRIGATION SYSTEM IS FOR BOTH NORTH & SOUTH SIDES OF THE ROAD FOR TRACT 7313. VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER I 10 VALVE SIZE P [)L SYSTEM DESCRIPTION POINT -OF -CONNECTION • A WATER METER- 2" STATIC WATER PRESSURE- 60 PSI BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 26 STATIONS MAXIMUM FLOW DEMAND- 49.25 GPM 1.5-7317 Ph 2 & 5 DATE MAY 6, 2019 SCALE 1"=20'-D DR A W N BY MER CHECKED BY JR mm 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 PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T I O N SHRUB IRRIGATION PLAN R E V I S I O N S SHEET NUMBER L6 OF 21 P R O J E C T N U M BE R 18-406 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OFTHIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. I 3.. " 211 THE WATER, ELECTRICAL, & IRRIGATION EQUIPMENT ON SW CORNER OF STOCKDALE RANCH ROAD & CHICHESTER COURT. SEE GENERAL PROJECT NOTE #19 & #20. 3/4u 3y n ix . i r 3j4 A L ... y> { I LIMIT OF WORK 1 III TYP. INSTALL BETWEEN SIDEWALK & CURB WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. 1 �3/4 30.25 11 t� WALL AS APPROVED WALL y CONSTRUCTION PLANS m I" TREE 0� W pRK - L`wl 2 112" IRRIGATION MAINLINE, TYP. INSTALL BETWEEN SIDEWALK & CURB WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. IRRIGATION MAINLINE, TYP. INSTALL WITHIN LANDSCAPE AREA D J u n u Li n li Z J ii 401 NOTE REFER TO SHEET L8 FOR CITY GENERAL NOTES. REFER TO SHEET L9 FOR IRRIGATION LEGEND & DETAILS. REFER TO SHEET L10 FOR IRRIGATION DETAILS. THIS IRRIGATION SYSTEM IS FOR BOTH NORTH & SOUTH SIDES OF THE ROAD FOR TRACT 7313. VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER I 10 VALVE SIZE I" DRIP' -SYSTEM DESCRIPTION POINT -OF -CONNECTION •A WATER METER- 2" STATIC WATER PRESSURE- 60 PSI BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 26 STATIONS MAXIMUM FLOW DEMAND- 49.25 DATE MAY 6, 2019 SCALE I"=29-0" DR A W N BY MER CHECKED BY JR m ARASO 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 PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T DES CRI PTION SHRUB IRRIGATION PLAN SHEET NUMBER L70F 21 PROJECT NUMBER 18-406 ' RIM DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-7317 Ph 2 & 5 0 NOT PUBLISHED. ALL RIGHTS RESERVED. GENERAL PROJECT NOTES I Cordractorshall be responsible for meeting all City of Bakersfield sTandards and specifications. Contractor will also he resporeibleCot contacting the public utilities to staltclectrical and water service in time for construction t 2: Contractor shall be responsible for meeting all appropriate public utility standards, specifications and methods of construction raw to the start of construction. ail utility service metern(watioan pnwnr s eu iustulled and Cully operational 4. Contractor shall be responsible for cnnracting City Recreation & Parks, 661-3263354, and Public Works, 661-326-3049, for an on-site pre-coristmctim oneeting. 5. Contractor will coordinate construction with the appropriate ('dty inspection official so 1Ja that inspections can be made at critical construction periods but in no case less than'. I) At the start of construcfioie, 2) Prior to any back filling 01) 3 Prior tit the installation of plant plant material. 4 At the end of construction but for to start of osl installation maintenance and WV P P '.5) Al the end tm maintenanceproud tonyn City acceptance G Contractor perform maintenance re Identified in the Specifications Elloosf incurred until This nine wall be al, theexpense of the contractor. 7 Contractor is responsible for seaming final written acceptance by the City of fakers. a aid for this work. In ng case will the contractor be released from nravetenmrce of the itrigatign system or maintenarece and replacuneril ofdcad dying, damaged, or otherwise unsuitable plan¢ material until the City, in writing accepts the,, .,on, 8. Curalreactsewillfeld,,lifirfuladved grades and ionly that deers rs poesaws smfaoe drainage m all plantors.. collisions and away from all planting holes. If positive drainage does :ant exist notify landscape architect poor fee proceeding for u citron authorization and tnatncriona to proceed, , r 9 City ofBakersneld standards and specifications shove, included with this drawing set, and C.O.B. smacked details take precedence overall other specification or details. C 10. AIL trees under utility lines are subject to change per COB, G 11. Contractor shall install a 6" concrete mow curb as per COB_ standards at each phase line and limit of eonstrradion line & a 9" mow curb between wall said turf areas 12. Provide root barn was for each nee within 6' of my existing or proposed paving or structure 13 All plant material shall be approved by nae owner's representative. 14. No planting shad 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 onrushing and installation of specified sail amendments whether a sails test is required or not 16, Contractor is responsible for Able and maintenance of any existing landscape aged _ urtication systene during constinction. 17. Contractor shall indicate irrigation sleeves be chiseling."CR" on the face at each location. 18, Prior to installation of any signage, subdivider shall sufrnnit two copies of subdivision identification sign plans to the Bmlding Director forreview and approved polls aril to BMC Section 17.60.110 (Nle One copy of ter signed plan shall also be subautzed to the Parks Division far review and approval, Sign planes shall include copy, dimensions, color materials, lighting anchorage and location of sign(.)_ Approval of wall plans by the Public Works Director does not include approval of any signage. 19. Uniform development is required for this project. Should any portion of any phase of subsequent phases be constructed at different intervals where the point of connections are located in area other than the current Protect, the developer is responsible for all incurred ousts associated with the affected areas unciI the projects maintenance period has been completed and a written final acceptance from C.O.B. been admiev ed. 20. The Contractor shall utilize ander provide an existing irrigation mainline and wires from unfair to any adjacent phase line or development limits to complete any current or future irrigation systems, providing the system can properly meet the designed conditions. Should the Contractor be required to utilize existing future services the existing initial spinal shall be updated with all the g necessary indication equipment as a part of the currant project, per the direction of the City's Recreation and Parks Department's representative. CONTRACTOR SHALL PROVIDE 30' OF (1) WHITE COMMON WIRE, (10) BLACK CONTROL WIRE & (10) RED SPARE WIRE IN EACH PULL BOX. 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. O 5. 1 landscape details shall be in accordance with C.O.B. .B. standard details and as directed Al by the city engineer. 6. All trees shall be placed behind the litre of sight as indicated on the plans. Verify with the C.C.B. or landscape architect prim to construction or tree installation. 7. Prior to the final C.O.B. acceptance, the contractor shall apply a pre -emergent wed control as recommended by a certified pest control advisor and applied by a certified pest advisor applicator. Contact the C.O.B. for verification of application. 8: Landscape areas without an adjacent wall at rear of landscape area shall have a concrete mow strip at the back ofthe landscape area. Refer to C.O.B. standard detail. 9, Contractor shall install on all landscape areas a 2' layer of mulch: 2" redwood bark chips supplied from a fresh water mill. Mulch shall be uniform in color and free from weeds, sawdust, seeds; constructive materials and splinters. Any dyed products will not be accepted- Contractor to provide C.O.B. samples for approval. 10. Quantities on the landscape legend may not be accurate; the developer shall be responsible to install all plant material as per the designed plans or as directed by the City's representative. I 1 _ All aces 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. T in m i 1 I ALL AS APPROVED WALL J NSTRUCTION PLANS I3", in n car/ _ q w �yr± I "--fn � IiVr- `_ d- .. - 41 t .25 14 _ .. ..f ..-..�.�-- t.. 74*11,111,111,111,10 .►� 31.5015 j > _- -" - - * /- INSTALL PULLSOX, PULL AND r PROVIDE 30'EXTRA FUTURE SNRU l i7" ` ,. ®o WIRES FOR FUTURE EXPANSION ��M1T � - OF SYSTEM. SEE C.O.B. -------- • � GENERAL NOTES #20, SHEET l,8. 2 1/2" IRRIGATION MAINLINE, QUICK COUPLER, TYP. TYP. INSTALL BETWEEN SIDEWALK& CURB WITHIN PROJECT LANDSCAPE AREA AS PER COB PLANTING DETAIL SHT L8. IRRIGATION MAINLINE, TYP. INSTALL WITHIN LANDSCAPE AREA MAINTENANCE PERIOD NOTES GENERAL RECORD DRAWING NOTES 1. The contractor shall provide all labor, materials and equipment to perform work during 1. The Contractor shall provide and ken a to date a complete "field record" set of blue line prints which p P P thepost-installment maintenance period, as specified herein includingbut not limited to: shall be corrected daily indicating every change from the original drawings and specifications including adequate watering of plant material and controlling weeds, rodents and other pests far a exact locations, sizes, and kinds of equipment. These drawings shall also serve as work progress sheets minimum ported of three hundred and sixty-five (365) days. 2. 'the contractor shall maintain the project on a continuous basis from the first day after and shall be the basis for measurement. This set of drawings shall be kept on the site and shall be used planting is completed, until final .mitten acceptance by the City of Bakersfield Recreation only as a field record set. & Parks ]department. 3. Cost incurred due to damage or replacement during the post -installation maintenance 2. The Contractor shall make neat and legible annotations thereon daily as the work proceeds, showing the period shall be the responsibility of the contractor. work as actually installed. These drawings shall be available at all times for inspection and shall be kept in 4. All areas including, but not limited to turf, groundcover areas, concrete walks and slabs a location designated by the Landscape Architect or the owner's representative. 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 est. i.e. blackberry,nut sedge or bind weeds shall be spot sprayed 3. The Contractor shall dimension from two permanent points of reference the location and changes of the p ( g ) pfollowing items including but not limited to: With a mm -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 a. Connections to existing water lines e b. Connections to existing electrical ower mirilmunt of fort, eight (48) hours. Dead weeds shall be removed seven (7) days after g p application and disposed of oft -site. c. Gate valves - Er_ Constant diligence shall be maintained for the advent of diseases, insects, and/or rodent d. Routing of pressure main line pipe i infestations and proper preventative or control measures taken. Should the City, during e. Sprinkler control valves the maintenance period, discover that the terms for the maintenance period as stated f, Routing of control and common wire 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) g. Quick coupling valves day for each day the area is out of its maintenance period. After the area has been h. Irrigation sleeve locations 1. brought up to City standard, The City will require a re -inspection by a City of Bakersfield 1. Plant material substitution or layout changes Recreation and Parks representative. When the inspection is completed, and the area is in satisfactory condition, then, and only then, will the City re -accept the area in writing, 4. Before the date of the final inspection, the Contractor shall deliver the corrected "field record" set to the 7. The contractor shall properly and completely maintain all parts of the irrigation system. Landscape Architect who will use the Information to create a clean set of "record drawings". All work shall 8. The contractor shall provide for delivery of water in sufficient quantities and adjust water be to approval pproval by the Landscape Architect or the owner's representative and is subject to application to compensate for seasonal conditions. J 9. (3) "three weeks prior to the conclusion of the maintenance period, the contractor shall verification, Delivery of the "field record" set will not relieve the contractor of the responsibility of contact the City's representative to perform a final inspection of work. Any removed furnishing required information that may be omitted from the prints compiled at the site. The Landscape - ---- plants not in satisfactory acrd healthy condition from the site shall be replaced with Architect wilt use the Information to produce: material of like kind and size and in a manner specified for original planting. tribe a. A clean set of record drawings which will be submitted to the City of Bakersfield as the official replacImnent plants do not represent a similar foliage representation of the original planted "Record Drawings" for the project. material, the contractor shall replace plants with next available up-sized container- All b. The Contractor shall stamp and sign each sheet to Indicate "Record Drawings" as provided by ground cover shall have a twelve (12") inch clearing from all structures including but not contractor's representative. limited to: sidewalk areas, walls, fences, mow curbs, valve boxes, tree bases, shrubs, etc. c Controller charts shall be produced from the final approved "Record Drawings" 10. Before the start of the maintenance period. 'the contractor shall prepare and submit on a (flew) set of blue line prints an "As Built" drawing- The drawings shall include all 6. Controller Charts: deviations from the original bid documents made during construction that affect the main lines, controller locations, remote control valves, quick -coupling valves; all sprinkler a. Provide one controller chart for each controller supplied and one electronic copy. heads and all plant material. The drawings shall also indicate and show approved substitutions of size material and manufacturer's name and catalog numbers. Also, (2) to The chart shall show the area controlled by each automatic controller and shall be reduced In sets of 11 X 17 laminated "As Built" with highlighted color coded irrigation reference size to an 11" X 17" of the approved "Record Drawings". chart and schedule, keys to the controller, and twn quick coupler valve keys with gate c. The chart shall be a blueline maid print and a different color shall be used to indicate the area of valve hose bib attachment, shall be submitted to the City, coverage for each control valve station. 11. Before the start of the maintenance period, the Contractor shall submit all unedited d. when completed and approved, the charts shall be sealed by a plastic laminating process and invoices of said Rain Rird equipment to the City of Bakersfield Recreation & Parks spiral bound. The plastic laminating sheets shall be a minimum of 10 mil, thickness each. representative for their Maxicom Dollar Fund. I CENF:RAI, IRIGATION NOTES NOTE REFER TO SHEET L8 FOR CITY GENERAL NOTES. REFER TO SHEET L9 FOR IRRIGATION LEGEND & DETAILS. REFER TO SHEET L10 FOR IRRIGATION DETAILS. THIS IRRIGATION SYSTEM IS FOR BOTH NORTH & SOUTH SIDES OF THE ROAD FOR TRACT 7313. VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M, NUMBER 1 10 VALVE SIZE I" DR1P'-SYSTEM DESCRIPTION POINT -OF -CONNECTION sA WATER METER- 2" STATIC WATER PRESSURE- 60 PSI BACKFLOW PREVENTER- 2" RP BFP CONTROLLER- 26 STATIONS MAXIMUM FLOW DEMAND- 49.25 GPM I. ITAillmaterials ac called cue in details act ar, her lfielifichion, 2. Th ere shall he 1cl ion: r subsfiwher, with rat tile an... sal I one Uty, developer, and la dens, sreh tett. n. All,siaklcrsand valves shall bcadjrdbdfrousp radcovcmgc withridear n oI,minrrprey.. I "s -pa lile't ball, haler Goal approval 4 C,mpmenc ke,olversaeapp -marc and diagrabommicas indicated. All'ell,rian surfacesd lib - oalledm schedule 40 PVC evee_Ne d'r cuorml rhotic, N the coalition Pirelli bo r roudad under pavement or hardecapc areas, All .tee l hollbe . mrime-In 2 Tree,t ye thern the iTbgaror,lne Mae' e -n ..... to sone, oil be Timeliest 1,i d'_ by"IR"on its k,,or the emac to and, _V,,To, fiC.QB. CmedrM and type. 5 All:yamms shall he dc,,,,d fxoplo pressurzper location WIpant manufaemmr. I r ...rent each head shall be within the optilaum ra gas ccll ed by multipartite, . T n-IPeII P -de ' i n t 1110 r L lvd by chil Rea -, C( t alp rk Directs at ic coloeblemn diagrammatically shalbc ,rr•orbra to arid Park nr•aror at eomwadr t d: slyanen,r¢aor eFau tie ra.r naible For male .recti u. K Penn,rfe n edlnn shall he to cusnagwaterlin, . See water leyout Plans and mammosplana fm exact moat ons 9- C oaterroOr 1 all T call contr Ile s per City and manufacturer's sPeahee toes Sn a Strong cox ii225Scelm re.Vcnf vN Cit. in.'ur to lntallamin bastall . "T C'.(LB. spufieadon.. 10 ca ,titles Tuh, lak-d to In Ygaim: hld.lcmay notb cclean, i rnmto, shall be rmperoihlc to 111a0 all material, a, tun pias. 11 1n auxitesi ac,r,an he raitoolld ono on, v nd d local, a I Iaiek o ,tors Thai be installed m 10 r and boxes, Applied insiscourn,, TITpp d cited (p((i B ) Each box lid .hall be beat handed in, i,",late al'itu0-cai e ve fy'ch (.o. fa fv Tear, en fl¢uration. is Pont, met shill Ilamode and instal i two hot wt -. -to each vol vee Cutteet nor (hl'r1i slid dna mond aed) oil I be 4rar. n a (bleu) ,le that he used for the .ler..1,c all win con. 13 ( I memcal,hallp 'deard neall tvToce ueenne,yatcrospsim, Verify with CD,R. for % t rsic C 14 C taGnhalla T aid in stall aselediln 801VC rumoredlood d,r, the smresa, a.the aloe, st each ville local ion -V ,d, Nth CoB n react vonhg ret nn_ 15, The developer shall be co,crobe fva¢unng that any coacral foangs from the adjacent block ,all docs net me'le'e wdh tie monlation anti ur location of the it'g tm, and -landscape ocrorol" 16 Connecter shell pressure test mainhne ata min, of 125 PSI for (2) h arm. rn be verified by with Ca.B. It, the l`onlaebrrahali ntilleea d pm;'de xre'st nx n--garon ' li sedwin,fo vne,sey alf."IdIfinall filo or develop e t limit' as co plot a y clevol cutcutlim inicubm syneme, providiiigthcsysteoanprt)Nrlyctthcdcsignedc nlitim:,- h(s Idae(' t-ctnrbc rcnn}edtn not tv ramu, fate tervoics, the crack, union vicem sbal l he updated with all tire nmc ry abortion ententivail ae ofthe onrila,co,cet,leude ill Casts Reeten.ion ¢ad Patkx Depart Hent a repeuentauve_ DATE MAY 6,2019 SCALE V=20' a" DRAWN 8Y MER CHECKED BY JR �1 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 PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T 1 0 N SHRUB PLANTING PLAN & CITY NOTES R E V I S 1 0 N S S H E E T N U M B ER L8 OF 21 P R O J E C T N U M B E R 18-406 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLEIENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-7317 Ph 2 & 5 0 NOT PUBLISHED. ALL RIGHTS RESERVED. DATE MAY 6,2019 SCALE 1"=20-0„ DRAWN BY MER CHECKED BY JR e 490 sAw"'r 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 PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T I O N IRRIGATION DETAILS R E V I S I O N S S H E E T N U MB E R LIQ OF 21 PROJECT NUMBER 18-406 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-7317 Ph 2 & 5 ®NOT PUBLISHED. ALL RIGHTS RESERVED. IRRIGATION LEGEND O 30" LINEAR LENGTH OF WIRE COILED � 2 O APPROVED WATERPROOF QTY SYMBOL MANUFACTURER MODEL NUMBER PSI RADIUS GPM DETAIL REF - - WIRE CONNECTORS, TYP. F H T Q F I 30 VALVE IDENTIFICATION TAG 1533 a RAINBIRD 1804 -SAM -PRS WITH HUNTER PCN -25 PRESSURE COMPENSATING NOZZLE 15-70 FLOOD 0.25 G/L6 ®PLASTIC VALVE BOX WITH 63 • RAINBIRD RWS-B-C-1401 ROOT WATERING SYSTEM 20 FLOOD 0.50 H/L6 . LOCKING LID 1 (.5 GPM) RWS BUBBLER & (1) RB 1804 SAM PRE W/ HUNTER PCN -25 NOZZLE 63 RWS + 63 RWS-S O FINISH GRADE/TOP OF MULCH QTY SYMBOL MANUFACTURER MODELNUMBER DETAIL RE 4 L 4 5 © MASTER CONTROL 0 AVAILABLE AT SPECLINE# RB3ESP48LXMEF/ VITSB-22SS/RB91Q4603B/KCPCSA-LXMEF24/ KCP113GR + EXPLXMSM12 + EXPLXMSM1 2 A/L4 VALVE PER IRRIGATION KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: /i LEGEND SUPPLY 1. 48 STATION RAINBIRD ESP LXME SERIES IRRIGATION CONTROLLER O PVC SCH 80 NIPPLE 2. INSTALLED WITHIN MODEL#VITSB-22SS, STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. I oxi?RI5ATION LCNITR L'M ENGL 3 (CLOSE) 3. INSTALLED WITH MODEL#RB91Q4602B GPRS/CELLULAR NETWORK MODULE ? ®PVC SCH 40 MALE 4. INSTALLED WITH MODEL#KCPCSA-LXMEF24 SUB-ASSEMBLY/TERMINAL STRIP 1 2 ADAPTER 5. INSTALLED WITH MODEL#KCP113GR GROUNDING PACKAGE s• w 6 O PVC MAINLINE PIPE AVAILABLE AT (MODEL#KCPLXME-RG) RAIN SENSOR WITH VANDAL GARD nx g� BRICK (1 OF 4) 0 R ❑ KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: HUNTER MINI-CLIK RAIN SENSOR B/L4 crmr.anwa>�encesme>x ,«.,a«,�..�a,�.aw SUPPLY MOUNTED WITHIN HUNTER #SG -MC STAINLESS STEEL SENSOR GUARD ENCLOSURE. 7 11 6" MIN. LAYER OF PEA 14 8 8 GRAVEL (2 CU.FT.) 0 ® FEBCO (MODEL#825Y) 2" RP BACKFLOW PREVENTER 12 CONTROL WIRES INSTALL 4" THICK CONCRETE PAD WITHIN STRONGBOX SBBC-45SS SMOOTH TOUCH BACKFLOW ClL4 ENCLOSURE. INSTALL V.I.T. POLAR BEARIER #PBB-45 SLIP-ON INSULATING COVER. CITY OF BAKERSFIELD �" DETA1I.NA IWAFB.LESSST6FS BPi3 0° Og° ° ° ° °oO0°o°�O°g 9 O 00 9 13 SCH 80 PVC UNION AVAILABLE AT (MODE L#KCPFLOWCOM BO -200) MASTER CONTROL VALVE/ FLOW SENSOR COMBINATION. D&E/L4 x Taut.ERCzT o OcO�oa O 4 EXTENSION LENGTH AS 0 nnv / El KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: — 13 00 12 IS REQUIRED LANDSCAPE FABRIC SUPPLY 2" RAINBIRD PEB MASTER VALVE AND 1.5" RAINBIRD #FS150P FLOW SENSOR WITH PLASTIC TEE. 2 N APOLLO (MODEL#1221) 2.5" GATE VALVE FlL4 11 10 15 IRRIGATION CONTROLLER MASTER CONTROL VALVE 13 RAINBIRD (MODEL#PEB-PRS-D) PRESSURE REGULATING CONTROL VALVE - SIZE PER PLAN INSTALL VIDY AND SCH 80 BALL VALVE ON MAINLINE SIDE & 1 SCH 80 UNION ON G/L4 LATERAL SIDE (ALL VALVES) ® SCALE: NTS SCALE: NTS 0 Fml EZ-FLO (MODEL#EZ01-HC) 1.5 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN 36"x24"x24" VALVE BOX H/L4 — AS APPROVED PVC PIPE SCH 40 MAINLINES TO BE USED FOR PIPES 2" AND SMALLER, SIZE PER PLAN A/L5 1O FINISHED GRADE IN TURF AREAS ® BRICK SUPPORTS 18" MINIMUM COVER O PLASTIC RECTANGULAR VALVE 90 PVC MAINLINE PIPE AS APPROVED SCH 40 PVC LATERAL LINE -12" MIN. COVER; SIZE PER PLAN - 3/4" MINIMUM SIZE AIL5 O RAIN SENSOR AND VANDAL RESISTANT WITH LOCKABLE COVER. HEAT ----- AS APPROVED PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE B/L5 ENCLOSURE PER LEGEND BRAND "FS" ONTO LID. 10 LANDSCAPE FABRIC INSTALL WITH 30" MINIMUM COVER AT ROAD CROSSING O WIRE TO IRRIGATION CONTROLLER O FLOW SENSOR, PER IRRIGATION 11 PVC MAINLINE PIPE TO MASTER NO SYMBOL AS APPROVED IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L. APPROVED) O CONTROLLER ENCLOSURE- PER LEGEN LEGEND VALVE (NOT LESS THAN 10 PIPE DIAMETERS) PER SPECS. AND #14 AWG CONTROL WIRES, #12 AWG COMMON WIRE, ROUTE WITH MAINLINE (D FINISHED GRADE IN SHRUB AREAS COLOR OF WIRES TO BE AS FOLLOW: ®CONTROLLER- PER LEGEND 1 Q24" WIRE LOOP PLAN. COMMON WIRE - WHITE 3 2 U �5 POURED CONCRETE BASE- CONTROL WIRE - BLACK SPARE WIRE RED A&B/L6 © 45 DEGREE PVC MAINLINE - PER DETAIL'A' ,THIS SHEET. FITTINGS NOTES: MASTER VALVE WIRE -BLUE FINISH GRADE INSTALL O 6" MIN. LAYER OF PEA GRAVEL FLOW SENSOR PER THE FLOW SENSOR - PAIGE IRRIGATION SPEC# P7162D-A-REV8 MANUFACTURER'S RECOMMENDATIONS UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 AWG/1 PAIR ---� (2CU.FT.) AND WIRE TO IRRIGATION CONTROLLER. MASTER VALVE & FLOW SENSOR SHALL BE INSTALLED IN 1" DIA. SCH 40 CONDUIT FROM THE VALVE BOXES TO 1 IRRIGATION CONTROLLER C/L6 2 NO SYMBOL 3M DBR/Y-6 WIRE CONNECTORS- INSTALL PER MANUFACTURER'S RECOMMENDATIONS D&E/L5 5 Llllll lI 3 5 M 4 II, III 15 NO SYMBOL APPLIED VALVE BOX WITH DROP IN STYLE LOCKING LIDS; EACH BOX TO BE HEAT BRANDED WITH PROPER ID STANDARD RECTANGULAR SERIES 1015 1G2G VALVE BOX FOR RCVS & FLOW SENSOR 6 ° r «rerr n�rrrrrrnr - II (it TI ENGINEERING JUMBO RECTANGULAR SERIES 1320 1G2G VALVE BOX FOR MASTER VALVE & FLANGED GATE VALVES _ I i hl� 2 9" ROUND SERIES 910E 1G2G VALVE BOX FOR NON -FLANGED GATE VALVES AND QUICK COUPLERS -') 6 SII III —VIII II�IIII Ilii =III —10 PIPE DIA— FLOW_ —5 PIPE DIA— NO SYMBOL N/A CONCRETE THRUST BLOCKS TO BE INSTALLED WHEREVER MAINLINE TEES OFF OR CHANGES DIRECTION F/L5 1 III_II III III III- -1T III -II III III "' w7 (MODEL#44LRC) QUICK COUPLER WITH TSJ-18 TRIPLE SWING JOINT. 11 ()oo 0 8 4 0 RAINBIRD INSTALL WITHIN APPLIED ENGINEERING 9" ROUND VALVE BOX G/L5 - moo° - © APPLIED VALVE BOX WITH DROP IN STYLE LOCKING LIDS, EACH BOX TO BE HEAT BRANDED WITH PROPER ID 10 9' 3 ENGINEERING STANDARD RECTANGULAR SERIES 1015 1G2G VALVE BOX FOR SPARE WIRE FRONT VIEW ® 120 V ELECTRICAL CONNECTION PROVIDED BY OTHERS RAIN SENSOR FLOW SENSOR 2" WATER METER C NTS SCALE: NTS ff SEE TRACT 7317 SOUTH FOR WATER/ ELECTRICAL/ IRRIGATION CONNECTION O CONCRETE PAD- SIZE TO BE 6" LARGER THAN THE BFP ENCLOSURE ON. ALL SIDES NOTE: .., INSULATED BACKFLOW ENCLOSURE AS INDICATED IN LEGEND ``1 ,,,,, ° 4 3 2 ITEMS 3, 4, 5, 6, 7 AND 8 ARE O. EXISTING RP BACKFLOW PREVENTER AS INDICATED IN LEGEND INCLUDED WITH THE EZ-FLO SYSTEM. ITEM 11 IS 2 4 BALLVALVE „ "Ili PURCHASED SEPARATELY. NIPPLE 3" MIN. LENGTH 12,_SOGALV. -mr kGALV. 3 mry.L:I(l ilk—III 5 6 90° ELL (TYPICAL) 1 FINISH GRADE— III=11 Elll+ WATER IN - CONNECT BLACK woo)OA) GALV. UNION (TYPICAL) O ROUND PLASTIC VALVE BOX _111= )p IFO TUBE TO BLUE CONNECTIONS (D GALV. NIPPLE (TYPICAL) O3GATE VALVE- MANUFACTURER """ "" " ° ')'19 ll1, ON PROPORTIONING CAP AND COUPLING q O 9 FINISH GRADE AND MODEL AS INDICATED IN 3� �� >m ''m`'" kx` %, (- 0LEGEND, 8U 1/4" TUBING CLAMP -BOTH THE OR APPROVED EQUAL 4 10 GALVANIZED COUPLING SET I- -- O FLUSH WITH O EXTENSION LENGTH- 9W1�5"PkW'.bhY. t&TA@4tll R.vUMD.'R`9MtlSVL Rm 9 13 GREEN AND BLUE COUPLING CONCRETE 0 7 m� ,� ��� .„,,,., .aw„� a bn 12 14 TUBING CONNECTIONS (TYPICAL) PVC MALE ADAPTER TO AS REQUIRED mwa ��,M " �"�c"m"•, wwrwsx°^"xfsnxmm m�""`�a O APPROVED BACKFILL 11 -• `� '� IRRIGATION SYSTEM O PVC MALE ADAPTER ILII �*���++�,..,�., ,�.sw�,.,®�.. O FINISH GRADE 10 PVC MAIN LINE TO VALVE 13 2 12"x12"x12" CONCRETE © 6" MIN. LAYER OF PEA �y� �� �� �*�»»••� � 2O PLASTIC 30" L x 18" D x 17" WMANIFOLD 2 THRUST BLOCKS GRAVEL (2 CU.FT.) Zo a TM *'= VALVE BOX & LOCKABLE COVER 11 EZ BALL VALVE COUPLING O NOTES: 3 TO POINT OF CONNECTION O IRRIGATION MAINLINE J b �—® �.ro PROPORTIONING CAP WITH FEED CONNECTOR -INSTALL EVENLY COAT GALV. IRON FITTINGS ADAPT AS REQUIRED aw+a+rawarsu�asssrwxay.w ADJUSTMENT KNOBACCORDING TO WATER FLOW EXPOSED TO SOIL AND CONCRETE WITH g LANDSCAPE FABRIC`«" EZ-FLO SHUT OFF VALVES DIRECTION ARROW 3M SCOTCHRAP PIPE PRIMER AND THEN WRAP WITH 3M SCOTCHRAP NO. 51 BLACK - CITY OF BAKERSFIELD `'° 50 EZ-FLO FERTILIZING SYSTEM 12 6" MIN. LAYER PEA GRAVEL PVC TAPE (3/4" OVERLAP) MI'.MLSkyMREMOTE CXYIT OLVALVES PER IRRIGATION LEGEND (2 CU. FT.) �.13 PVC MAIN LINE FROM BACK - FERTILIZER OUT - CONNECT CLEAR FLOW PREVENTER TUBE TO GREEN CONNECTIONS ON PROPORTIONING CAP AND COUPLING IS LANDSCAPE FABRIC C RP BACKFLOW PREVENTER GATE VALVE REMOTE CONTROL VALVE EZ-FLO FERTILIZING SYSTEM SCALE: G NTS H SCALE: SCALE: NTS NTS I NTS DATE MAY 6,2019 SCALE 1"=20-0„ DRAWN BY MER CHECKED BY JR e 490 sAw"'r 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 PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T I O N IRRIGATION DETAILS R E V I S I O N S S H E E T N U MB E R LIQ OF 21 PROJECT NUMBER 18-406 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-7317 Ph 2 & 5 ®NOT PUBLISHED. ALL RIGHTS RESERVED. DATE MAY 6, 2019 SCALE 1"=20'-0" 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 PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T I O N IRRIGATION DETAILS R E V I S I O N S S H E E T N U M B E R L10 OF 21 P R O J E C T N U M B E R 18-406 RKM DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-7317 Ph 2 & 5 0NOT PUBLISHED. ALL RIGHTS RESERVED. IRRIGATION PLAN NOTES - x xanwaeaanmx mwa a " m CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT � w;« '""=*��s° i xua u«maa waw NECESSARY TO FURNISH AND INSTALL THE IRRIGATION SYSTEM AS SHOWN ON .�THE BNnv44 OduC�R� a4 DRAWINGS, AS DESCRIBED IN THE SPECIFICATIONS, AND IN ACCORDANCE WITH APPLICABLE CODES AND ORDINANCES. z�Yp&v,d4An[M"b. K4x8vAH- Mviva � .. o-1 Ynb i iWgURkiEWABlXIU4�hiO,MXMtfCI V� � RNRTT,�f! n ' .'l4'u��'RI€Sal k4i s.4- x'.'OgiVrR.4�1 LffiI�PIEly 23YR5ffAtftdG%R& Rvw.ye {OR�61'MYt'd NiUldCbStBRVNfi"a YIaMV <a oR«a DESIGN REFLECTS COMPLIANCE WITH CALIFORNIA STATE ASSEMBLY BILL 1881 w w rt wsxao- (AB 1881) AND THE STATE'S MODEL ORDINANCE AND/OR THE LOCAL GOVERNING AGENCY'S ADOPTED WATER EFFICIENT LANDSCAPE ORDINANCE. DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL BE RESPONSIBLE FOR axicuunw.�aarmxorve.. .um,xw, •. M,' - ADJUSTMENTS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. 8If4 MCb'NM4E bMrmti4.SK[yYN W1%A'M ��,-g � lV Ltffi�.91L116 MTB.Q},¢(gp..�JApib3r 'RA�Mth'fUCWNID!�'tlKnrtlR�NiY�i CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR OPTIMUM .am.wiaa�z�w.cweraixa" �. 1 �n R .max Rcv� 1PERFORMANCE IN ACCORDANCE WITH THE SPECIFICATIONS AND TO PREVENT - p .� 1 IRRIGATION u OVERSPRAY ONTO HARDSCAPE AREAS OR STRUCTURAL ELEMENTS. THIS n CONTROL VALVE »STM Km SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT ACTUAL SITE TM O VALVE BOX WITH LOCKABLE L( " `® CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO rA+s - COVER p A I O 2" BRANDING, PER THE C3 „ Ra.p OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. COSTS INCURRED DUE TO ANY ADJUSTMENTS FOR 100% COVERAGE, INCLUDING asanc¢+ta�augams�wemx IRRIGATION SPECIFICATIONS. 5 TT THOSE REQUESTED BY THE DISTRICT'S AUTHORIZED REPRESENTATIVE SHALL u�mo vmw e c aTM w�_ 3 4 O CONTROLLER DESIGNATION b,a "" BE THE RESPONSIBILITY OF THE CONTRACTOR. �ra 2 O VALVE IDENTIFICATION SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE (P.S.I.) AND A A G 5 a: xrxicec:n, MAXIMUM DEMAND (G.P.M.) AS SHOWN AT EACH POINT OF CONNECTION ON MY OF RAKFRSFTFLD Rsv w s 5 ROUND VALVE BOX WITH O Rrvsx xas THE DRAWINGS. CONTRACTOR SHALL VERIFY PRESSURE AND DEMAND AT .z wrz eec, O O LOCKABLE COVER. CITY OF13AKERSFIFLD EACH POINT OF CONNECTION PRIOR TO COMMENCING INSTALLATION AND rt , uo� a n osr.recnNnmxre,ArnmanrrR FOR IRRIGATION V aRt(7US IFJr9bh'PRJN NrftPS SUBMIT SUCH IN WRITING TO THE DISTRICT'S AUTHORIZED REPRESENTATIVE. s;@wtnis »* e am" CONTROL VALVE IF ANY DISCREPANCIES EXIST, THEY SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DISTRICT'S AUTHORIZED REPRESENTATIVE. PLAN VIEW ARE ION IN RDSCAPHENE TRENCHING AND BACKFILL VALVE BOX HEAT BRANDING IRRIGATION HEADS ONLYAEQUIPMDSHALNT BEINSTN ONLY AND SHALL BE INSTALLED WHENEVER POSSIBLE WITHIN PLANTED ERPOSS WITHIN POSSIBLE A SCALE: AREAS A REASONABLE, REACHABLE DISTANCE FROM HARDSCAPE. ® '/+ SCALE: NTS SCALE: NTS NTS UNLESS OTHERWISE NOTED ON THE DRAWINGS, CONTRACTOR SHALL INSTALL WIRE AND PIPE UNDER HARDSCAPE AREAS IN P.V.C. SCHEDULE 40 SLEEVES NOTES: PLACED PRIOR TO INSTALLING HARDSCAPE IN ACCORDANCE WITH APPLICABLE 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE CODES. SERVICING THE VALVE, WHEREVER POSSIBLE, CONTROL WIRES SHALL OCCUPY THE SAME TRENCH 2. SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER IN GROUNDCOVER/ . AS PIPES. nT.-_ V SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA. O MULCH- INSTALL WHERE LOCATED IN SHRUB BEDS a 3. SET RVC AND VALVE BOX ASSEMBLY IN GROUNDCOVER/SHRUB AREA EACH CONTROLLER SHALL HAVE ITS OWN INDEPENDENT GROUND WIRE/ 4` r WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUNDCOVER DOES NOT O FINISH GRADE GROUNDING ROD. x m°""� EXIST ADJACENT TO LAWNFEE. 4 O GRATED CAP v* 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 3 SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT G) BUBBLER PER LEGEND BOXES. CONTRACTOR TO LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. (INCLUDED) AND EVERY 100' ON CENTER ALONG WIRE RUN. TAPE WIRE BUNDLES 10' ON ter- ' 5 CENTER. NO TAPING WILL BE PERMITTED INSIDE SLEEVES. T 6. IDENTIFY VALVE BOX WITH CONTROLLER LETTER AND VALVE NUMBER CHECK VALVE (INCLUDED) 9, USING 1 Yz" 2" LETTERING; HEAT BRANDED. © PATENTED STRATA ROOT S WIRE CONNECTORS SHALL BE SCOTCH DBYIR-6 OR APPROVED EQUAL. xl TM x I. O SWING JOINT (INCLUDED) CONTROL VALVES SHALL BE SIZED AS DESIGNATED ON THE DRAWINGS AND xar�mcwk'xaaeumsuwms 6 SHALL BE INSTALLED IN VALVE BOXES AS INDICATED IN THE DETAILS. BOXES PVC LATERAL PIPE :(INCLUDED) SHALL BE SET FLUSH WITH THE FINISH GRADE OR SURFACE AND PERMANENTLY MARKED WITH THE LETTERS R.C.V. AND THE STATION NUMBER. ce r 9 PVC SCH 40 TEE OR ELL O 12" 12" 12" 12" O 10" ROUND VALVE BOX 10 ROOT INTRUSION BARRIER 7 THE BACKFLOW PREVENTION DEVICE INSTALLED IN THE PREVIOUS PHASE 14"x19" RECTANGULAR INSTALL WITH FILTER FABRS SHALL PROVIDE BACKFLOW PROTECTION TO THE POTABLE WATER SUPPLY. VALVE BOX BB....CONTRACTOR O23"x 33" RECTANGULAR �s�PREVENT SHALL INSTALL ANTI -DRAIN CHECKVALVESAS NECESSARY TO LOW HEAD DRAINAGE. VALVE BOXCITY OF &AKiRSFIELD " 1 N 4 2 O EDGE OF LAWN, WALK, IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE DEtv�sl"��"-r-�`�` "=4 '`��'n' FENCE, CURB, ETC. 10 AREA TO BE IRRIGATED UNLESS OTHEWISE DESIGNATED ON THE PLANS. Tr:.cf trxs:, sGe.TIvt?a:,.Awn anzux. BUBBLERS SHALL BE LOCATED ON OPPOSITE SIDES OF TREES TRUNK. TM am x L-3 PLAN VIEW SECTION SLEEVING VALVE BOX INSTALLATION TREE WATERING SYSTEM R 1�.y' C SCALE: NTS LJ NTS 1 1 SCALE: NTS 1 O LOW VOLTAGE WIRES, 3 MAXIMUM O WIRES PASS THROUGH GROOVES IN TUBE LID TO4�1 ' ALLOW LID TO CLOSE 2 O CLOSE TUBE LID AFTER WIRE IS INSERTED INTO �� Irrigation Pressure Calculation Project Name: Tract 7313 North Static Pressure. 60.00 TUBE � Sep -28-18 Max. GPM Demand: 47.00 3 ®POLY TUBE PRE -FILLED WITH WATERPROOF GEL , Units Size Tyne Description GPM Unit PSI Loss 4 CP) ( (D LOCK TABS PREVENT WIRE REMOVAL ONCE _ 1 2" Disc Water Meter 47.00 01.70 CONNECTOR IS INSERTED O ELECTRICAL SPRING CONNECTOR. "g44 1 2" Reduc. Pressure BFP 4ZOO 0890 1 2" Globe Master Valve 47.00 02.00 WIRES SHALL BE PRE -STRIPPED OF 1/2" OF THE WIRES SHALL INSULATION PRIOR TO INSERTION INTO THE : '' ;` 1 1.5" PVC FLOW SENSOR 47.00 01.10 1 2" Bass Gate Valve 47.00 00.04 5 CONNECTOR. TWIST CONNECTOR ONTO WIRES b ;TM Fib m. 960 2-1 YL" Sch. 40 Main Line 47.00 06.28 6 TO SEAT FIRMLY. Arw xmfttx.0 �,�,,,,,,�„ 1 1-112" Plastic Control Valve 47.00 02.20 ,_xvn"v. a.u�naamve.aruaraem ,, , 15 2" Sch. 40 Lateral Line 47.00 00.23 SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TMaswceae,HI. TM amaawC�rum%+sw �� 123 1" Sch. 40 Lateral Line 13.00 04.80 64 3/4" Sch. 40 Lateral Line 08.00 03.29 TABS » "� Misc FittingsAllowance 04_65 � Component Losses: 35.19 ru. NOTE: ax®r nxrmeasx,sm aaxxo'"� Station #: #10 Min. Req'r by Head: 20.00 WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. aTM °y � Highest GPM System Elev. Loss/Gain: 00.00 Total Pressure Req'r. 55.19 KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, APOLYPROPYLENE -ra� M; Residual Pressure: 04.81 TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED I - PREFILLED WITH GEL. CITY OF B.AKERSFIEL37 RrVKaN5 Set Pressure Regulating Valve at: 47.59 PSI DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT (2 - 3) TVFTAri_S FOR INCRUST at tR'99 #14 OR (2) #12 PRE -STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. R - L -S THRUST BLOCKS T) WATERPROOF WIRE CONNECTION NTS SCALE: NTS DATE MAY 6, 2019 SCALE 1"=20'-0" 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 PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T I O N IRRIGATION DETAILS R E V I S I O N S S H E E T N U M B E R L10 OF 21 P R O J E C T N U M B E R 18-406 RKM DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-7317 Ph 2 & 5 0NOT PUBLISHED. ALL RIGHTS RESERVED. 1 24" BOX 36" BOX 24" BOX MULTI 0 3 1 QUE SUB _.._- 9 _.... - - ..._.. -- _ Tl1NE 24" BOX _.._� _.. _..._ _-._ ` � 550' SIGN _ - --t _- ..._ �S i I _... { rY ...-� own._ f rf ■ ■ ■amommm x- � [-- .IMI ■WOR IN ■ ■o■g■ ■ ■ ■n■■ ■ ■ anneal ■ ■ Em■■ In ■�■�■■ ■ ■ ■ loom■ ■ ■■■•■ ■ ■■■■■ ■ ■ ® ■ ■ LIMIT OF WORK 1 L O ®r3f� m �If Q II L LJ W 2� B 2 QUE SUB 24" BOX _ - 59 ■ ■ U ■ ■ S ■ ■ -z � C MOW CURB 4 i f� L17 1 F i i j WALL AS'APPROVED WALL CONSTRUCTION PLANS � 1 2 LAU NOB 24' BOX - — - 17 - 550 SIGF LINE _.._ — — . K 24" BOX MULTI Lineno �_ �� ■ ■ �� ``��' 0 X O 3 ,n LIMIT O LIMIT OF WORK low MEN 1 Z._ < R U> { 2 LAU NOB —� 24" BOX ' � r 11 i 3 1 LAG IND 36" BOX .1 152 ---r • ■ •■�■ ■ ■ ®■ ■ ®■ ■ ■ ■ ■ moommi ■ ■ mosom ■ ■ �� ■ ■ r LIMIT OF WORK i Y31 INDEX MIP— 1.5-7317Ph2&5 DATE MAY 6,2019 SCALE 1„-20'-0' DRAW N BY MER CHECKED BY JR IN a, RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.6osdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T I O N TREE PLANTING PLAN R E V I S I O N S S H E E T N U M B E R L 11 OF 21 PROJECT NUMBER 18-406 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. WALL AS APPRC CONSTRUCTION .. r _ 64 •• all _. ��MlT OF •� *■• --- WORK ftftw••� LIMIT i■O!■ WORK ` } I 8d WALL 66 24" BOX ■■■■■■■■■■■■�■e■�-■■�■■■�■■�■�■■ LIMIT OF WORK ■ C MOW CURB t W LL AS APPROVED V 2 LAU NOB CONSTRUCTION PLAN T T1e 1 24" BOX 1 I 2 LA U NOB RBt �1 3 LAG IND I W 1 24 BOX 36" BOX > 1 } I O y i 1 ---' 1 w 1 r i ,',' 1 �� - r�31j SIG�ITLIN - _ " _i... 3 �QUE SUB A Z 24" BOX O J 21 L -- . 3 LAG IND _ A 36" BOX 3 1 LAG IND Q1 36" BOX ; --- S _ - 1 - ■■■�■�■ ■�■■■ mom ■■ ■■ ■■ LIN LIMIT OF WORK -7 r, ■ 1 1 1 1� No W 1 O° IW W N 1 1 ■ ■�.�■ ■ ■ ■UNRO■r co�4 1 i LLQ --------------- - 3 PAR DM 24" BOX MULTI ' ■ ■ .—� 1100000 .—■■ womw i OF WORK ►l RB = ROOT BARRIER I 1.5-7317 Ph 2 & 5 DATE MAY 6,2019 SCALE 1"=20' -U- D R A W N B Y 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 PHASE 2&5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T I O N TREE PLANTING PLAN R E V I S 1 O N S SHEET NUM $ LL �F 21 PROJECT NUMBER 18-406 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR 714E ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT - GENERATED BY OTHERS FROM ELECTRONIC MEDIA. ® NOT PUBLISHED. ALL RIGHTS RESERVED. 000 LEGEND ABBREV. BOTANICAL NAME TREES O LAG IND LAGERSTOEMIA INDICA 'MUSKOGEE' OLAU NOB LAURUS NOBLIS COMMON NAME CRAPE MYRTLE SWEET BAY PARKINSONIA'DESERT MUSEUM' PALO VERDE QUERCUS SUBER CORK OAK SIZE QTY 36" BOX 15 24" BOX 24" BOX MULTI 24" BOX WULCOS L 12 L 13 L 23 L NOTE: *ALL TREES TO BE INSTALLED WITH ROOT GUARD, INSTALLED IN LINEAR FASHION. LINEAR PANELS TO BE 24" DEEP. 20' LONG PANEL TO BE INSTALLED CENTERED AT EACH TREE TRUNK. INSTALL ALONG BACK OF WALK AND ALONG THE PERIMETER WALL SIDE OF THE TREE. INSTALL PER DETAIL B, SHEET L8. *TREES & SHRUBS WITHIN THE SIGHTLINES AND TREES OVER SIDEWALKS SHALL CONFORM TO CITY DETAIL T-15. SEE SHT L-6, DETAIL'B' STREETSCAPE CALCULATIONS TOTAL LANDSCAPE SF TOTAL LANDSCAPE SQ. FT. ALONG STOCKDALE RANCH DRIVE- 10,208 SF TREE QUANTITY CALCULATIONS STOCKDALE RANCHDRIVE SOUTH 1890' LF. /35'= 54 STREET TREES 42 TREES DESIGNED 27 TREES EVERGREEN 1.5-7317 Ph 2 & 5 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' PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T I O N TREE PLANTING PLAN R E V I S I O N S S H E E T N U M B E R L 13 OF 21 PROJECT N UMBER,_ 18-406 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. DATE MAY 6, 2019 SCALE I"=20'_9'.. DRAWN BY MER CHECKED BY A - 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' PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T I O N TREE PLANTING PLAN R E V I S I O N S S H E E T N U M B E R L 13 OF 21 PROJECT N UMBER,_ 18-406 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. ♦ ♦ 3 4 0 t IX 14 LIG JAP 7 -�. • * 5GAL 17 LEU FRU 5GAL 00 �pOo00 _0000 00000000 Opp O pp _ k k 00 � szs Q X4°0 op O (D ♦ tf 3 COT DAM - _ _ O� �OOQq. str�o oon oodoa 5GAL 6 PEN HET _... _. .: . .. .IOQO ....O 13 PEN HET 40 DIA REV 9 PEN HET 5 PEN HET T 6 -PETq 1 GAL 1 GAL 1 GAL 1 GAL ♦ i 16 ROSOFF23 CAL BJ 40 A O BE 0 1 GAL 5 GAL A 1 GAL 55 I 0'$GH" 151 6 �..■■.■■■.■mum ■■ WALL AS APPROVED WALL CONSTRUCTION PLANS GAL 1 GAL 1 LIMIT OF K■■■m■■�i■��■■®■■�■■��■■—�■■�s■■�■■��■■■s LIMIT OF WORK ---•��■�■■�■■�■ 0�■■ AIV, IIII 190IM7Id:114 1 5 GAL _ ... 10 ROS C 1 GAL / 1 OF WORD■■■■■�■■®■■n■■■■■n■■■�■■mom■■ ■■■■■■ INDEX MAP W DATE MAY 6,2019. SCALE P"=20'-9' D R A W N BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.Nosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P'T 1 ON SHRUB PLANTING PLAN REVISIONS S H E E T N U M BE R L14 OF 21 PROJECT NUMBER 18-406 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THEACCURACY OR COMPLETENESS OF REPRODUCllONS OF THIS DOWMENT GENEWED BY OTHERS FROM ELECTRONIC MEDIA. e NOT PIIPI jSw Fn Al I. PIq HTS RC-SF2VFR IJ WALL AS -77 1 GAL _._. 23 ROS OFF 26 ROS OFF 1 GAL 1 GAL Um ml 6 PEN HET ■ _ 1 GAL ■ ■ LIMf-pp ■ WORK ■ ■ —� ■ a Wawa � 1 1 Lu O1 m Lu , Lu LL.; 15 GAL 1 LIMIT OF WORK WALL 5 GAL 5 GAL 1 1 GAL 5 f PEN HET --.—..---_.__.____... 11 ROS OFF 1 GAL 6 PEN HET 7 COT DAM 1 GAL 41 ALO BE 1 GAL 5 GAL , 1 GAL 41 ROS OFF 6 PEN HET 37 PEN HET 1 GAL 1 GAL _.. 1 O 1 67 LIMIT OF WORK ■ ■ • �� ■ ■ ■�■�r ■}■ / 4DIAREV 10 COT DAM F j i / CHECKED BY / lr� ttr W i / fFi t / RHA IND I e Q t / 9 COT DAM 5 GAL / 5 I PEN HET / / 1 GAL IJ WALL AS -77 1 GAL _._. 23 ROS OFF 26 ROS OFF 1 GAL 1 GAL Um ml 6 PEN HET ■ _ 1 GAL ■ ■ LIMf-pp ■ WORK ■ ■ —� ■ a Wawa � 1 1 Lu O1 m Lu , Lu LL.; 15 GAL 1 LIMIT OF WORK WALL 5 GAL 5 GAL 1 1 GAL 5 f PEN HET --.—..---_.__.____... 11 ROS OFF 1 GAL 6 PEN HET 7 COT DAM 1 GAL 41 ALO BE 1 GAL 5 GAL , 1 GAL 41 ROS OFF 6 PEN HET 37 PEN HET 1 GAL 1 GAL _.. 1 O 1 67 LIMIT OF WORK ■ ■ • �� ■ ■ ■�■�r 5 GAL 1 GAL 12 1 GAL 5 GAL 12 1 DIA REV 13 1 COT E 1 GAL 1 5 GAL i k } } 11 <n 1 WALL AS APPROVED WALL CONSTRUCTION PLANS ti. t 12 LEU FRU �' y 5 GAL 11 RHA CAL � Z LIG JAP 5 GAL 5 GAL } + + 39 ALO BE -- 1 GAL 11 KCAL BJ 7 PEN HET , 5 GAL 1 GAL 6 PEN HET ' 1 GAL ' I 34 ROS OFF - , ---- IGAL - ��-■ ,_�■�/ J* -0190000 a RK 1�t:-�' ■ � �� � � LIMIT OF WO LIMIT OF WORK ■}■ MAY 6,2019 4DIAREV 10 COT DAM F j i } CHECKED BY 1 GAL 5 GAL RHA IND t Li �1 . + 8DIA REV t r ill }i 1GAL 10 COT C 5 GAL 4� L l y1 27 5 GAL 1 GAL 12 1 GAL 5 GAL 12 1 DIA REV 13 1 COT E 1 GAL 1 5 GAL i k } } 11 <n 1 WALL AS APPROVED WALL CONSTRUCTION PLANS ti. t 12 LEU FRU �' y 5 GAL 11 RHA CAL � Z LIG JAP 5 GAL 5 GAL } + + 39 ALO BE -- 1 GAL 11 KCAL BJ 7 PEN HET , 5 GAL 1 GAL 6 PEN HET ' 1 GAL ' I 34 ROS OFF - , ---- IGAL - ��-■ ,_�■�/ J* -0190000 a RK 1�t:-�' ■ � �� � � LIMIT OF WO LIMIT OF WORK RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.Tiosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA' 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T I O N SHURB PLANTING PLAN R E V I S I O N S S H E E T N U M B E L1 bOF 21 PROJECT NUMBER 18-406 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR. THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA.. - 1.5-7317 Ph 2 & 5 C NOT PUBLISHED. ALL RIGHTS RESERVED. DATE MAY 6,2019 SCALE I"=20' -U' D R A W N BY MER CHECKED BY JR - RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.Tiosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA' 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T I O N SHURB PLANTING PLAN R E V I S I O N S S H E E T N U M B E L1 bOF 21 PROJECT NUMBER 18-406 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR. THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA.. - 1.5-7317 Ph 2 & 5 C NOT PUBLISHED. ALL RIGHTS RESERVED. PLANTING LEGEND ABBREV. BOTANICAL NAME SHRUBS o ALO BE ALOE 'BLUE ELF' O CAL BJ CALLISTEMON VIMINALIS 269 L 'BETTER JOHN' 5 GAL COT DAM COTONEASTER DAMMERI LOWFAST COTONEASTER 5 GAL 'LOW FAST' C DIE BIC DIETES BICOLOR O DIA REV DIANELLA REVOLUTA 'LITTLE REV' O LEU FRU LEUCOPHYLLUM FRUTIESCENS 'COMPACTA' O LIG JAP LIGUSTRUM JAPONICUM o PEN HET PENSTEMON HETEROPHYLLUS MARGARITA BOP RHA CAL RHAMUS CALIFORNICA 'EVE CASE' (� RHA IND RHAPIOLEPIS INDICA 'ORIENTAL PEARL' O ROS ICE ROSA FLORIBUNDA 'ICEBERG' O ROS OFF ROSEMARINUS OFFICINALIS 'PROSTRATA' COMMON NAME SIZE QTY WULCOS BLUE ELF ALOE 1 GAL 269 L DWARF BOTTLEBRUSH 5 GAL 80 L LOWFAST COTONEASTER 5 GAL 167 L FORTNIGHT LILY 5 GAL 0 L DWARF FLAX LILY 1 GAL 119 L TEXAS RANGER 5GAL 68 L WAX LEAF PRIVET 5 GAL 53 L BEARDTONGUE 1GAL 224 L COFFEEBERRY 5 GAL 112 L INDIAN HAWTHORNE 5 GAL 106 M ICEBERG ROSE 5 GAL 30 M ROSEMARY 1 GAL 305 L 1.5-7317 Ph 2 & 5 DATE MAY 6, 2019 SCALE 1°-20' 9 DR A W N BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.Fiosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAt! PHASE 2 & 5 TRACT 7317NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 SHEET DESCRIPTION SHRUB PLANTING PLAN REVISIONS S H E E T N U M B E R L 16 OF 21 PROJECT NUMBER 18-406 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDW 0 NOT PUBLISHED. ALL RIGHTS RESERVED.. ♦.":0 il, i1 s J 4 CFrY OF BAKERSFIELD " AND 5HR1Jfl FLAWTP17Q C.O.B. PLANTING SECTIONS 1"=1'-0" NOTES NOTES 1. DETERMINE THE LENGTH OF THE MATERIAL REQUIRED FOR INSTALLATION. 2. CONTRACTOR CAN USE PANELS OR ROLLS TOGETHER. 3. PLACE MATERIAL IN TRENCH, DIRECTLY ADJACENT TO HARDSCAPE. BE SURE BARRIER EXTENDS ABOVE FINISH GRADE BUT REMAINS AT OR BELOW HARDSCAPE SURFACE. A- FINISH GRADE B- ROOT BARRIER - INSTALL ADJACENT TO CONCRETE CURB OR HARDSCAPE C- AMENDED SOIL NDS 24" DEEP ROOT BARRIER PER CONSTRUCTION LEGEND OR APPROVED EQUAL. B L� TREE SCALE: NOT TO SCALE L- 10BUZICULI MN 61 t4i 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 SECTION O 1" IN TURF AREA AND 2" IN SHRUB BED O2 CONCRETE MOW STRIP WITH Y2" RADIUS ALONG ALL EXPOSED EDGES O3 FINISH GRADE 40 #4 HORIZONTAL REBAR, CONTINUOUS - 3" CLEAR O NATIVE SOIL OR COMPACTED SUBGRADE © %-' BITUMINOUS FELT EXPANSION JOINTS @ 20' O.C. MAX O7 SCORE JOINTS @ 5' O.C. PLAN VIEW CONCRETE MOW CURB SCALE: 111=11-011 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. MULCH SHALL BE A MINIMUM OF 1" REDWOOD BARK CHIPS SUPPLIED FROM A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN ITS COLOR AND FREE FROM WEEDS, SAWDUST, SEEDS AND SPLINTERS. ANY DYED PRODUCT WILL NOT BE ACCEPTED. 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 1GALLON- 2TABLESPOONS 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 SOILS ANALYSIS AND RECOMMENDATIONS April 4, 2018 Rios Design Studio Project - Tract 7317 Location - Stockdale Ranch Road The soil analysis reports is from Midwest Labs. The analysis and sample indicate a sandy loam texture. Organic values are very low. The nitrogen values are slightly low, phosphorus values and potassium values are high. Consider fertilizers low in P&K values. The pH value is 7.0. Ideal for all turf and ornamentals. Sodium and boron values good, and will not affect new plants. DATE MAY 6,2019 SCALE 1"=20' 0" D R A W N B Y 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 PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE Complete site recommendations and rates for soil amending: WOODSIDE HOMES A. Live Earth@ Humate Soil Conditioner - @ 500 lbs. per 1000 sq. ft. 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 B. Live Earth@ Soil Conditioner w/ Mg & Mn - @ 100 lbs. per 1000 sq. ft. 661-589-3985 S H E E T D E S C R I P T I O N C. Live Earth@ Back Nine @ - 25 lbs. per 1000 sq. ft. PLANTING DETAILS Spread all above products evenly after tilling, grading, and before planting. Drag or SOILS ANALYSIS & NOTES rake into the top 2-4 inches. Apply to all turf and planter areas. Water in thoroughly. Trees and Shrubs: R E V I S I O N S Live Earth@ Humate Soil Conditioner- @ approx. 1 Ib. or 2 cups per gallon container. Blend with back fill. 24" box - 25 lbs. 36" box - 35 lbs. 48" box - 50 lbs. Maintenance 6 weeks after installation. Apply to all turf and ornamentals. Live Earth@ Back Nine- @ 12.5 lbs. per 1000 sq.ft. Apply and water in. Recommendations for maintenance program, will be correlative to the post soil analysis. SHEET NUMBER IOF 21 Please call Todd Burns with any questions or concerns @ 661-978-7307 P R O J E C T NN U M B E R 18-406 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-7317 Ph 2 & 5 C NOT PUBLISHED. ALL RIGHTS RESERVED. 6 &:,L L--iL 4 / O 1" IN TURF AREA AND 2" IN SHRUB BED O2 CONCRETE MOW STRIP WITH Y2" RADIUS ALONG ALL EXPOSED EDGES O3 FINISH GRADE 40 #4 HORIZONTAL REBAR, CONTINUOUS - 3" CLEAR O NATIVE SOIL OR COMPACTED SUBGRADE © %-' BITUMINOUS FELT EXPANSION JOINTS @ 20' O.C. MAX O7 SCORE JOINTS @ 5' O.C. PLAN VIEW CONCRETE MOW CURB SCALE: 111=11-011 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. MULCH SHALL BE A MINIMUM OF 1" REDWOOD BARK CHIPS SUPPLIED FROM A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN ITS COLOR AND FREE FROM WEEDS, SAWDUST, SEEDS AND SPLINTERS. ANY DYED PRODUCT WILL NOT BE ACCEPTED. 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 1GALLON- 2TABLESPOONS 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 SOILS ANALYSIS AND RECOMMENDATIONS April 4, 2018 Rios Design Studio Project - Tract 7317 Location - Stockdale Ranch Road The soil analysis reports is from Midwest Labs. The analysis and sample indicate a sandy loam texture. Organic values are very low. The nitrogen values are slightly low, phosphorus values and potassium values are high. Consider fertilizers low in P&K values. The pH value is 7.0. Ideal for all turf and ornamentals. Sodium and boron values good, and will not affect new plants. DATE MAY 6,2019 SCALE 1"=20' 0" D R A W N B Y 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 PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE Complete site recommendations and rates for soil amending: WOODSIDE HOMES A. Live Earth@ Humate Soil Conditioner - @ 500 lbs. per 1000 sq. ft. 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 B. Live Earth@ Soil Conditioner w/ Mg & Mn - @ 100 lbs. per 1000 sq. ft. 661-589-3985 S H E E T D E S C R I P T I O N C. Live Earth@ Back Nine @ - 25 lbs. per 1000 sq. ft. PLANTING DETAILS Spread all above products evenly after tilling, grading, and before planting. Drag or SOILS ANALYSIS & NOTES rake into the top 2-4 inches. Apply to all turf and planter areas. Water in thoroughly. Trees and Shrubs: R E V I S I O N S Live Earth@ Humate Soil Conditioner- @ approx. 1 Ib. or 2 cups per gallon container. Blend with back fill. 24" box - 25 lbs. 36" box - 35 lbs. 48" box - 50 lbs. Maintenance 6 weeks after installation. Apply to all turf and ornamentals. Live Earth@ Back Nine- @ 12.5 lbs. per 1000 sq.ft. Apply and water in. Recommendations for maintenance program, will be correlative to the post soil analysis. SHEET NUMBER IOF 21 Please call Todd Burns with any questions or concerns @ 661-978-7307 P R O J E C T NN U M B E R 18-406 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-7317 Ph 2 & 5 C NOT PUBLISHED. ALL RIGHTS RESERVED. PILAST EXISTI CIVIL F PILASTER STO CORONADO AI CYPRESS POIP CMU BLOCK WALL CAP AS PER CIVIL a PLANS SIGN WALL LOCATION A Tin.. •�&_ 1 N.T.S. oo Inv consno no non Annn11,cn nn,u SCALE f - 20' - 0' 59 w i 1w Lu It cf- Z I.� til l 1(c+t C SIGN WALL s i ; TYP. C SIGN WALL TYP. -- STOCKDAIE R NCH68 ROAD STOCKDAI-E g SIGN WALL LOCATION B N.T.S. SCALE T - 20' 0' SIGN WALL ELEVATION N.T.S. SCALE. 1' - 20' - 0' 14.4 SF. SIGN AREA. "GRAHAM GROVE" LETTERS ARE POWER -COATED BLACK ,8" HIGH "TW CEN MT" FONT ON AN ARCH, STAINLESS STEEL WALL ANCHORS (4" X 2 z") MINIMUM EVERY 6", MOUNTED TOP AND BOTTOM OF EACH LETTER, FLUSH TO WALL WITH EPDXY AND SHALL HAVE NO VOICE BETWEEN SIGN & WALL. CONTRACTOR TO SUBMIT SAMPLES TO OWNER FOR APPROVAL. ON LOWER HALF 12" HIGH "STOCKDALE RIVER RANCH" LOGO, IS TO BE ETCHED ON 12"x24"CORONADO FRENCH LIMSTONE- FRENCH WHITE COLOR WITH THIN OR BUTTJOINTS. COMMUNITY NAME TO BE ETCHED & GRAPHICS PAINTED WITH PANTONE BLACK C & PANTONE BLUE AS PER BOLTHOUSE PROPERTIES LOGO. CONTRACTOR TO SUBMIT SAMPLES TO OWNER FOR APPROVAL. INDEX SIGN MAP 1.5-7317 Ph 2 & 5 DATE MAY 6,2019 SCA L E NTS 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 PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T I O N WALL SIGN PLAN R E V I S I O N S SHEET NUMBER L180F21 P R O J E C T N U M B E R 18-406 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THEACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. O 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 CITY 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 CITY. 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 SHALL IMMEDIATELY NOTIFY THE CITY OR LANDSCAPE ARCHITECT IN WRITING PRIOR TO INSTALLATION. IN CASE OF DISCREPANCY, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. 3. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, AND RELATED OTHER EQUIPMENT, WHICH MAY BE REQUIRED. CONTRACTOR SHALL 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 CITY 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. UVR-PVC PIPE UVR-PVC PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE ULTRA -VIOLET RESISTANT, SCHEDULE 40 PVC PIPE. FITTINGS SHALL BE UVR-PVC FITTINGS. I. BACKFLOW PREVENTION UNIT BACKFLOW PREVENTION UNIT SHALL BE FACTORY ASSEMBLED AND SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. CONTRACTOR SHALL INSTALL BACKFLOW PREVENTION UNIT AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. J. VALVE BOXES 1. GATE VALVES AND REMOTE CONTROL VALVES, EXCEPT FOR ANTI -SIPHON VALVES, SHALL BE INSTALLED BELOW GRADE AS INDICATED IN THE DETAILS ON THE DRAWINGS, IN LOCKABLE VALVE BOXES MANUFACTURED BY BROOKS, FRASER, AMETEK, OR APPROVED EQUAL. 2. VALVE BOX LIDS SHALL BE GREEN IN COLOR. GATE VALVES SHALL BE IDENTIFIED BY STAMPING "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. K. 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. L. QUICK COUPLING VALVES 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 THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, WITH A MOLDED VINYL OR THERMOPLASTIC RUBBER LOCKING YELLOW COVER. COUPLER KEYS AND HOSE ELLS SHALL BE OF THE SAME MANUFACTURER AS THE VALVE. M. ANTI -DRAIN VALVES WHERE INDICATED ON THE DRAWINGS, AND AS NEEDED FOR FIELD CONDITIONS, ANTI -DRAIN VALVES SHALL BE AS INDICATED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL. ANTI -DRAIN VALVES SHALL BE LINE -SIZED AND INSTALLED ON THE RISER DIRECTLY UNDER THE IRRIGATION HEADS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. N. 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. 0. 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. CONNECTIONS BETWEEN THE CONTROLLER AND THE REMOTE CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL SOLID COPPER WIRE. CONTROL WIRE SHALL BE #14 AWG, TYPE U.F., 600 VOLT. COMMON WIRE SHALL BE #12 AWG. WIRE SHALL BE PVC INSULATED OF SINGLE CONDUCTOR TYPE, UNDERGROUND FEEDER CABLE, U.L. APPROVED. 3. AS PRACTICAL, PILOT WIRES SHALL BE A DIFFERENT COLOR FOR EACH VALVE. COMMON WIRES SHALL BE WHITE WITH A DIFFERENT COLOR STRIPE FOR EACH AUTOMATIC CONTROLLER. 4. 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 PIPELINES AT TEN FOOT (10') INTERVALS WITH PLASTIC ELECTRICAL TAPE, PROVIDING SUFFICIENT SLACK FOR EXPANSION AND CONTRACTION. 5. WIRE FOR SLOPE SYSTEMS SHALL BE INSTALLED IN A UVR PVC SLEEVE LAID ADJACENT TO THE ON -GRADE PIPES. 6. PROVIDE A SEPARATE GROUND WIRE FOR EACH CONTROLLER. 7. 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. 8. ALL SPLICES SHALL BE MADE WITH SCOTCH-LOK #3576 CONNECTOR SEALING PACKS, RAIN BIRD PEN-TITE, SEARS DS -400 WIRE CONNECTORS, 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. 9. FIELD SPLICES BETWEEN THE CONTROLLER AND REMOTE CONTROL VALVES WILL NOT BE PERMITTED. 10. INSTALL A SPARE CONTROL WIRE OF A DIFFERENT COLOR ALONG ENTIRE MAINLINE. LOOP THIRTY-SIX INCHES (36") EXCESS WIRE INTO EACH SINGLE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES. P. IRRIGATION HEADS 1. IRRIGATION HEADS SHALL BE OF THE MANUFACTURER, SIZE, TYPE, AND RATE OF PRECIPITATION WITH THE DIAMETER (OR RADIUS) OF THROW, PRESSURE, AND DISCHARGE 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. Q. 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 BASER ;N 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 CITY BEFORE CUTTING OR BREAKING PAVEMENT AND THEN MAKE ALL NECESSARY REPAIRS AND REPLACEMENTS TO THE SATISFACTION OF THE CITY, AND AT NO ADDITIONAL COST TO THE CITY. 13. PROVIDE THE FOLLOWING MINIMUM COVERAGE (WHERE LINES OCCUR UNDER PAVED AREAS, THESE COVERAGE DEPTHS SHALL BE CONSIDERED BELOW SUBGRADE): PRESSURE MAINLINE 18" NON -PRESSURE LATERAL LINES 12" CONTROL WIRING 18" R. ADJUSTING AND TESTING THE SYSTEM 1. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS AND LABOR TO CONDUCT PIPELINE PRESSURE TESTS, COVERAGE TESTS AND OPERATIONAL TESTS. ALL TESTS SHALL BE MADE IN THE PRESENCE OF TH CITY PRIOR TO PLANTING OPERATIONS. TRENCHES SHALL NOT BE BACKFILLED UNTIL THE PIPELINE PRESSURE TESTS HAVE BEEN PERFORMED TO THE SATISFACTION OF THE CITY, 2. AFTER COMPLETION OF PIPELINE ASSEMBLY, PRIOR TO INSTALLATION OF TERMINAL FITTINGS, INCLUDING BUT NOT LIMITED TO REMOTE CONTROL VALVES AND QUICK COUPLER VALVES, ENTIRE SYSTEM SHALL BE THOROUGHLY FLUSHED TO REMOVE DIRT, SCALE OR OTHER DELETERIOUS MATERIAL. 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 - COVERAGE TESTS - OPERATIONAL TESTS (PRIOR TO COMMENCING PLANTING OPERATIONS) 5. COVERAGE TEST SHALL DEMONSTRATE THAT EACH STATION AREA IS BALANCED TO PROVIDE UNIFORM AND ADEQUATE COVERAGE, 6. OPERATIONAL TEST SHALL DEMONSTRATE THE PERFORMANCE AND OPERATION OF ALL COMPONENTS OF THE CONTROLLER SYSTEM. REMOTE CONTROL VALVES SHALL BE PROPERLY BALANCED, HEADS ADJUSTED FOR COVERAGE AND SYSTEM SHALL BE WORKABLE, CLEAN AND EFFICIENT. 7. 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 CITY. S. 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. T. MATERIALS TO BE FURNISHED CONTRACTOR SHALL FURNISH THE CITY THE FOLLOWING MATERIALS AT THE END OF CONSTRUCTION, PRI 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. U. 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 CITY WITH ONE (1) SET OF REPRODUCIBLE TRANSPARENCIES AS THE RECORD SET SHOWING THE AS -BUILT DATA, OF A QUALITY SATISFACTORY TO THE CITY. TRANSFER AS -BUILT DATA IN INK (NO BALL POINT PEN) AND ERADICATE OUTDATEDITEMS. 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 CITY. 4. CONTRACTOR SHALL SUBMIT AS-BUILT/RECORD DRAWINGS TO CITY FOR REVIEW PRIOR TO COMPLETING CONTROLLER CHARTS. V. CONTROLLER CHARTS CONTRACTOR SHALL PROVIDE TWO (2) CONTROLLER CHARTS FOR EACH CONTROLLER SUPPLIED. THE CONTROLLER CHARTS SHALL SHOW THE AREA CONTROLLED AND SHALL BE THE MAXIMUM SIZE WHICH THE CONTROLLER DOOR WILL ALLOW. THE CONTROLLER CHARTS SHALL BE A PHOTOGRAPHIC PRINT WITH A DIFFERENT COLOR INDICATING THE AREA OF COVERAGE FOR EACH STATION. WHEN COMPLETED AND APPROVED, THE CONTROLLER CHARTS SHALL BE HERMETICALLY SEALED BETWEEN TWO (2) PIECES OF TRANSPARENT PLASTIC, EACH BEING A MINIMUM OF TWENTY (20) MILS THICK. W. OPERATION AND MAINTENANCE MANUALS PREPARE AND DELIVER FOUR (4) INDIVIDUALLY BOUND COPIES OF THE OPERATION AND MAINTENANCE MANUAL TO THE CITY 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. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS. DATE MAY 6,2019 SCALE N/A DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN www.Nosdesign.com 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT &CLIENT NAME PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T I O N IRRIGATION SPECIFICATIONS R E V I S I O N S S H E E T N U M B E R L 19 OF 21 PROJECT NUMBER 18-406 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 1.5-7317 Ph 2 & 5 C NOT PUBLISHED. ALL RIGHTS RESERVED. X. GUARANTEE 1. 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. 2. SAMPLE GUARANTEE TO BE PROVIDED TO CITY: 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 CITY. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE CITY, WE AUTHORIZE THE CITY TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. PROJECT: LOCATION: SIGNED: _ CONTRACTOR ADDRESS: - Y. CERTIFICATE OF COMPLIANCE ELEMENTS 1. IRRIGATION SCHEDULING - a. ALL IRRIGATION SCHEDULES SHALL BE DEVELOPED, MANAGED AND EVALUATED TO UTILIZE THE MINIMUM AMOUNT OF WATER REQUIRED TO MAINTAIN PLANT HEALTH. b. IRRIGATION SCHEDULES SHALL INCORPORATE THE USE OF EVAPOTRANSPIRATION DATA SUCH AS THOSE FROM THE CALIFORNIA INFORMATION MANAGEMENT INFORMATION SYSTEM (CIMIS) WEATHER STATIONS OR SOIL MOISTURE MONITORING SYSTEMS TO APPLY THE APPROPRIATE LEVELS OF WATER FOR DIFFERENT CLIMATES. c. OVERHEAD IRRIGATION SHALL BE SCHEDULED,TO RUN BETWEEN 8:00 PM AND 10:00 AM, IF ALLOWABLE HOURS OF IRRIGATION DIFFER FROM LOCAL RETAIL WATER PURVEYOR, THE STRICTER OF THE TWO SHALL APPLY. d. USING AN APPROPRIATE CONTROLLER, AN ANNUAL IRRIGATION PROGRAM WITH MONTHLY IRRIGATION SCHEDULES SHALL BE DEVELOPED AND SUBMITTED FOR EACH OF THE FOLLOWING: - THE PLANT ESTABLISHMENT PERIOD. - THE ESTABLISHMENT LANDSCAPE. - TEMPORARILY IRRIGATED AREAS. 2. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE - a. LANDSCAPES SHALL BE MAINTAINED TO ENSURE WATER USE EFFICIENCY. b. A REGULAR MAINTENANCE SCHEDULE SHALL BE SUBMITTED WITH THE CERTIFICATE OF COMPLIANCE. THE MAINTENANCE SCHEDULE SHALL INCLUDE ROUTINE INSPECTION, ADJUSTMENT, AND REPAIR OF THE IRRIGATION SYSTEM AND ITS COMPONENTS; CONDUCTING WATER AUDITS; AERATING AND DETHATCHING TURF AREAS; REPLENISHING MULCH; FERTILIZING; PRUNING AND WEEDINGIN ALL LANDSCAPE AREAS. c. REPAIR OF ALL IRRIGATION EQUIPMENT SHALL BE DONE WITH ORIGINALLY SPECIFIED COMPONENTS OR THEIR EQUIVALENTS. d. OVERALL LANDSCAPE MAINTENANCE PRACTICES SHALL BE SUSTAINABLE AND ENVIRONMENTALLY FRIENDLY. 3. LANDSCAPE IRRIGATION AUDITS AND AUDIT SCHEDULES - a. ALL LANDSCAPES IRRIGATION AUDITS SHALL BE IN ACCORDANCE WITH "THE IRRIGATION ASSOCIATION CERTIFIED LANDSCAPE IRRIGATION AUDITOR TRAINING MANUAL" b. ALL LANDSCAPE IRRIGATION AUDITS AND AUDIT REPORTS SHALL BE CONDUCTED BY A CERTIFIED LANDSCAPE IRRIGATION AUDITOR. c. LANDSCAPE IRRIGATION AUDIT SHALL BE CONDUCTED EVERY 5 YEARS AND AUDIT REPORT SHALL BE SUBMITTED TO LOCAL AGENCY, 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, SEED, OR OTHER MATERIALS SHALL BE SUBMITTED TO CITY/OWNER FORTY-EIGHT (48) HOURS PRIOR TO INCORPORATION IN THE WORK. 6. AN AGRICULTURAL SUITABILITY AND FERTILITY ANALYSIS SOILS REPORT SHALL TAKE PRECEDENCE OVER THESE SPECIFICATIONS. B. PLANT MATERIAL QUALITY 1. PLANT MATERIAL SHALL BE IN ACCORDANCE WITH THE STATE DEPARTMENT OF AGRICULTURE'S REGULATIONS FOR NURSERY INSPECTIONS, RULES AND GRADING. ALL PLANTS SHALL BE OF NO. 1 GRADE AND HAVE A NORMAL HABIT OF GROWTH, AND SHALL BE SOUND, HEALTHY, VIGOROUS AND FREE OF INSECT INFESTATIONS, PLANT DISEASES, SUN SCALDS, FRESH BARK ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS. ALL PLANTS SHALL HAVE A NORMAL, WELL-DEVELOPED BRANCH SYSTEM AND VIGOROUS AND FIBROUS ROOT SYSTEM WHICH IS NOT ROOT BOUND AND IS FREE OF 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 CITY 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 CITY. 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 CITY 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. 3. ORGANIC BASE FERTILIZER SHALL BE COMPRISED OF DECOMPOSED ANIMAL, FISH AND VEGETABLE MATTER WITH HUMIC ACIDS AND A BACTERIAL STIMULANT, MANUFACTURED AS LIVE EARTH FIRST GREEN 531 BY LIVE EARTH PRODUCTS. CONTACT TODD BURNS AT (661) 978-7307. 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 CITY WITH A DELIVERY RECEIPT AND CERTIFICATE OF COMPLIANCE STATING THAT THE MATERIAL SUBSTANTIALLY MEETS THE SPECIFICATIONS. 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 CITY. 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 CITY, COUNTY, STATE OR FEDERAL AUTHORITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. WHEN REQUESTED, CONTRACTOR SHALL FURNISH COPIES OF SUCH PERMITS OR CERTIFICATES TO CITY. G. SOIL PREPARATION (TURF AND GROUND COVER AREAS) 1. FERTILIZING AND CONDITIONING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT AGRICULTURAL SUITABILITY REPORT. 2. IF AN AGRICULTURAL SUITABILITY REPORT IS NOT AVAILABLE, THE FOLLOWING AMENDMENTS, OR APPF EQUAL, SHALL BE MECHANICALLY SPREAD AND UNIFORMLY CULTIVATETHE FOLLOWING INTO THE SOIL. HUMATE SOIL CONDITIONER 45% HUMIC ACID IN GRANULIZED FRILLED FORM. (STABLE COMPOST) OR PASSIVE ORGANIC OMRI LISTED -APPLY 4 TONS PER ACRE OR 150-200 LBS PER 1000 SQ. FT. NO TILLING REQUIRED, RAKE OR DRAG INTO TOP 3-6 INCHES. LIVE EARTH 8-2-4 PRODUCT- NUTRIENT PAK WITH HUMATE AND IRON- APPLY Y TON PER ACRE OR 20 LE PER 1000 SQ. FT. NO TILLING REQUIRED, RAKE OR DRAG INTO TOP 3-6 INCHES. COMPOST MATERIAL- NITRA FIR OR A GREEN WASTE PRODUCT. APPLY 2 TONS PER ACRE. THIS PRODU SHOULD BE APPLIED IN CONJUNCTION WITH ABOVE PRODUCTS. AGRICULTURAL GYPSUM- APPLY 1 TON PER ACRE, APPLY WITH ABOVE PRODUCTS 3. RESULTING SOIL SHALL BE CLEAN, IN A FRIABLE CONDITION AND SUITABLE FOR PLANTING. H. WEED ABATEMENT OPERATIONS 1. THE IRRIGATION SYSTEM AND FINISH GRADE SHALL BE COMPLETED PRIOR TO WEED ABATEMENT OPERATIONS. 2. CONTRACTOR SHALL OPERATE THE IRRIGATION SYSTEM TO KEEP PLANTING AREAS UNIFORMLY MOIST FOR A PERIOD OF THREE (3) WEEKS (21 CONSECUTIVE CALENDAR DAYS). AT THE END OF THE THREE (3) WEEK PERIOD, CONTRACTOR SHALL SPRAY ALL VISIBLE WEEDS WITH A CONTACT HERBICIDE. APPLICATION METHOD SHALL BE AS RECOMMENDED BY MANUFACTURER. AFTER SPRAYING, PLANTING AREAS SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. REMOVE WEEDS FROM SITE. 3. WATER SEVEN (7) ADDITIONAL CONSECUTIVE CALENDAR DAYS FROM THE FIRST APPLICATION, AND APPLY A CONTACT HERBICIDE AS MAY BE NECESSARY. AFTER SECOND SPRAYING, WATER SHALL NOT BE APPLIED FOR AN ADDITIONAL FORTY-EIGHT (48) HOUR PERIOD. APPLICATIONS SHALL CONTINUE AT SEVEN (7) DAY INTERVALS AS DETERMINED BY THE CITY. 4. CONTRACTOR SHALL APPLY SPRAY CHEMICALS WHEN AIR CURRENTS ARE STILL; PREVENTING DRIFTING ONTO ADJOINING PROPERTY AND PREVENTING ANY TOXIC EXPOSURE TO PERSONS WHETHER OR NOT THEY ARE IN OR NEAR THE PROJECT. 5. WEEDS AND DEBRIS SHALL BE DISPOSED OF OFF-SITE. 1. BACKFILL 1. BACKFILL SHALL BE AS SPECIFIED IN THE PROJECT AGRICULTURAL SUITABILITY REPORT, MACHINE -MIXED AND APPROVED BY THE CITY PRIOR TO INCORPORATION IN PLANTING PITS. 2. IF A AGRICULTURAL SUITABILITY REPORT IS NOT AVAILABLE, THE FOLLOWING AMENDMENTS OR APPROVED EQUAL, SHALL BE INCORPORATED: LIVE EARTH HUMATE SOIL CONDITIONER PRODUCT @ 1 CUP PER GALLON PLANT MIXED WITH NATIVE BACKFILL J. INSTALLATION 1. STAKE PLANT LOCATIONS AND SECURE APPROVAL FROM THE CITY/ BEFORE EXCAVATING PITS. EXCAVATE[ 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 1.5-7317 Ph 2 & 5 DATE MAY 6,2019 S C ALE N/A DRAINN BY MER CHECKED BY JR MEM 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 PHASE 2 & 5 TRACT 7317 NORTH STREETSCAPE WOODSIDE HOMES 15106 SUNNINGHILL AVENUE BAKERSFIELD, CA 93314 661-589-3985 S H E E T D E S C R I P T 1 O N IRRIGATION & PLANTING SPECIFICATIONS R E V I S I O N S S H E E T N U M B E R L20 OF 21 PROJECT N UMBER 18-406 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. 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 CITY, THE POST -INSTALLATION MAINTENANCE PERIOD SHALL CONSIST OF A MINIMUM OF (365)THREE HUNDRED AND SIXTY FIVE DAYS CONSECUTIVE CALENDAR DAYS. 5. POST -INSTALLATION MAINTENANCE PERIOD MAY BE EXTENDED BY THE CITY 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, TURF, 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. DATE MAY 6,2019 SC ALE N/A DRAWN BY MER CHECKED BY JR 3. BEFORE WEEDS EXCEED TWO INCHES (2") IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF a A# T OFF-SITE. SERIOUS WEEDS SHALL BE SPOT SPRAYED AND LEFT IN PLACE FOR SEVEN (7) CALENDAR DAYS. y ish AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD WEEDS .. ■ 1�tale SHALL BE REMOVED SEVEN (7) CALENDAR DAYS AFTER APPLICATION AND DISPOSED OF OFF-SITE. ■ 4. IF THE CITY 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. D. GROUND COVER AREAS IF AN AGRICULTURAL SUITABILITY SOILS REPORT IS NOT AVAILABLE, GROUND COVER AREAS SHALL BE FERTILIZED WITH LIVE EARTH 8-2-4 PRODUCT OR APPROVED EQUAL EVERY FORTY-FIVE (45) CALENDAR DAYS, AT A RATE RECOMMENDED BY THE MANUFACTURER. E. TREES 1. IF REQUIRED, OR AT THE DIRECTION OF THE CITY/OWNER, TREES PLANTED AS PART OF THE CONTRACT SHALL BE PRUNED OR HEADED BACK, TO ELIMINATE DISEASED OR DAMAGED GROWTH, REDUCE TOPPLING OR WIND DAMAGE, MAINTAIN GROWTH WITHIN SPACE LIMITATIONS, MAINTAIN NATURAL APPEARANCE, DUE TO VANDALISM, AND TO BALANCE THE CROWN WITH THE ROOT STRUCTURE. 2. STAKING OF TREES SHALL BE CHECKED FREQUENTLY FOR DAMAGE, AND TO PREVENT CHAFFING OR GIRDLING. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DUE TO IMPROPER STAKING MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. AT THE REQUEST OF THE CITY, WOUNDS OVER ONE AND ONE-HALF INCH (1 112") 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. 1=1ML MialLi7.l UPON COMPLETION OF THE POST -INSTALLATION MAINTENANCE PERIOD, CONTRACTOR SHALL REQUEST AN INSPECTION FOR ACCEPTANCE OF THE WORK PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE REQUEST SHALL BE MADE TO THE CITY, A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO THE DATE FOR INSPECTION. 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