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Home My WebLink About5.5-12023McCUTCHEN ROAD MEDIANS PARCEL MAP# 12023 BAKERSFIELD, CA MORAN DEVELOPMENT CORP. VICINITY MAPLu 1-11 � it il— HARRIS HARRIS ��ROAD 1 II II o ROAD O II o � 1 ❑ SPECIFICATIONS � O PANAMA LANE LANE �� o a � Q 0 0 o BERKSHIRE BERKSHIRE ROAD ROAD � � �� PROJECT PROJEC o ❑ LOCATIO LOCATI OI � MICU iCHEON M cCU TCHEON ROAD ROAD � ,�, c� � z W m � � cn Q fY O LL � o o c.� �� TAFi TAFT HIGHWAY HIGHWAY w SiATE STATE ROUTE 119 ROUTE 119 ROUTE KEY MAP 4 _McCUTCHEN_ COMMERCIAL - COMPLEX - IN 111 PROJECT LOCATION ��1 CITY OF BAKERSFIELD WASTE WATER TREATMENT PLANT 3 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/OWNER, 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/OWNER 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/OWNER RECOGNIZES THAT SUCH ALTERATION AND THE RESULTS THEREOF ARE NOT THE RESPONSIBILITY OF RIOS DESIGN STUDIO. IN ADDITION, CITY/OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD RIOS DESIGN STUDIO HARMLESS FROM ANY DAMAGE, LIABILITY OR COST (INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE) ARISING FROM SUCH ALTERATIONS. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK. CONTRACTOR SHALL BE RESPONSIBLE TO THE CITY/OWNER FOR ACTS AND OMISSIONS OF THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING PORTIONS OF THE WORK UNDER A CONTRACT WITH CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONSTRUCTION CONTRACT. GOVERNING AGENCY NAME OF GOVERNING AGENCY CITY OF BAKERSFIELD RECREATION &PARKS DEPT. 1600 TRUXTUN AVE BAKERSFIELD, CA 93301 (661) 326-3866 CONTACT: FIDEL GONZALEZ DRAWING INDEX L1 COVER SHEET L2 HYDROZONE PLAN L3 TREE IRRIGATION PLAN L4 SHRUB IRRIGATION PLAN L5 IRRIGATION LEGEND, NOTES AND CALCULATIONS L6 IRRIGATION DETAILS L7 IRRIGATION DETAILS L8 TREE PLANTING L9 SHRUB PLANTING PLAN L10 PLANTING DETAILS AND NOTES L11 SPECIFICATIONS L12 SPECIFICATIONS L13 SPECIFICATIONS L14 SPECIFICATIONS TOTAL MEDIAN AREA = 11,620 SF. TOTAL LANDSCAPE AREA= 4,685 SF APPROVED: MEGAN E. RAS, RIOS DESIGN STUDIO, LLC RLA3260, EXPIRES 9-30-16 REVIEWED BY: RECREATION AND PARKS DEPARTMEN DATE REVIEWED BY: /I,— eg /Z2 / 1,4 - TRAFFIC ENGINEER DATE �" Wt,- L_�Q lu APPROVED BY. NICOLAS C. FIDLER, PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE R.C.E.#61069, EXP. 12-31-16 APRROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENACE �p0SCAP£ 4Q RIOS N 9 L0 � � ignatu � * SE M R 2016 Ex of 9TF F C D A T E AUGUST 2, 2016 SCALE NTS DRAWN BY JR CHECKED BY MER,?: RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT &CLIENT NAME PARCEL MAP #12023 Mc CUTCHEN ROAD MEDIANS BAKERSFIELD, CALIFORNIA MORAN DEVELOPMENT CORP. 7352 AUTOPARK DRIVE HUNTINGTON BEACH, CA 92848 714-843-9226 SHEET DESCRIPTION COVERSHEET R E V I S I O N S SHEET N U M B E R Ll OF 14 PROJECT N U M B E R 10-010 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. U -i Cie r�: . . . ...... . ...... ....__._,..,_.,,......«.. ....................cam ' N'th . . . ...... . ...... . . .. . ...... . . ......... . ........... . ........ . — ... ......... . . . ...... . ....... . ...... . . ..... . ..... . ...... . ............. ........... .......... .................. .............. . . . . . . . . . . . . . . . . . ........... .. ...... ......... . .... . . ........... -- — ------ - ---------- ----- . ...... ... - - - - — --------------- -- - ------ . ....... - — ------------ . ..... — — -------- --- . . ............. — — ----------- - ---- McCUTCHEN ROAD C D MEDIAN DETAILS L10 2706 SF. . .......... . ........... .......... - - --------- . . .................. . . . — - ----- ... ....... . .........---- - . ........ . .... - - --------- . ............... - — ------- . ........ - ............ .......... "'J - - ------ . . . ............ "D El -L, 'S� "3 F• -89% 1 '2 . .. . ............ . - - ------ RE . ......... . .... .... ..... . ... ... A ....... . . . . . . . . . . . .. . . ..... -n x: z' .. ....... -n�n"' n e- ... . .. .. - ........ ... -- .............. ..... . .... ... . ... . ..... x........................».,.,:..... ......... x I ----- . ........ .......... ... . .. t ...... lJ I x. . ............. . .... ....... s"S 5- - — -------- x . ..............+1 ,..:m .......... � x NO 3AIIRUN5 BOX KIN 0 PAR, �G ....... .... ..... ............ - — -------- . ......... ..... ..... -A ........ . .................... . ... .......................... . ..................... - ----- .. ......... . - < uj ...... ....... ........... ---------- 7-0 LLJ C/D MEDIAN DETAILS L10 2256 SF. V Lu U. t. WO PARMNi� A- . .... — — ---- * ........ . ........... PDX . ...... . .... — ........... . . ....... ............... . . . . . ............... ....... . . ..... ...... ......... - --- ----- . ...... .. .. ---- ---- .... . ... . ........ . ........... .................. . ... . .......... . . ........... ............ McCLITCHEN ROAD ss s: E-1 ■ ■ . .............. . ...... MEDIAN DETAILS L10 2548 SF. r. . .......... — - --- - ----- --- ................... . ...... . . ....... 4� .......... . ..... ........ . .... ........ . . . ........... . ......... K "I PARKINC, . . . ....... x - -- — ---- -- - - - - ----------- LLJ BOX U -i > 0 McCUTCHEN R . .. . ....... ..... .......... . ss ------- .... ....... ------------ < ui . . . ........ - is I ----- . ........ .......... ... . .. t ...... lJ I x. . ............. . .... ....... s"S 5- - — -------- x . ..............+1 ,..:m .......... � x NO 3AIIRUN5 BOX KIN 0 PAR, �G ....... .... ..... ............ - — -------- . ......... ..... ..... -A ........ . .................... . ... .......................... . ..................... - ----- .. ......... . - < uj ...... ....... ........... ---------- 7-0 LLJ C/D MEDIAN DETAILS L10 2256 SF. V Lu U. t. WO PARMNi� A- . .... — — ---- * ........ . ........... PDX . ...... . .... — ........... . . ....... ............... . . . . . ............... ....... . . ..... ...... ......... - --- ----- . ...... .. .. ---- ---- .... . ... . ........ . ........... .................. . ... . .......... . . ........... ............ McCLITCHEN ROAD ss s: E-1 HYDROZONE SUMMARY HYDROZONE SYMBOL DESCRIPTION / AREA HYDROZONE A- 4,110 SF. A SHRUBS & GROUNDCOVERS IRRIGATED WITH DRIPPERLINES. rT-- . . . ............... ..... . . . . . . . HYDROZONE 13- 575 SF TREES IRRIGATED WITH BUBBLERS TOTAL LANDSCAPE AREA - 4,685 SF. VN"DSCA RIOS LLJC-> n u e 4*c SEP R 2016 E OF c N\ - D A T E AUGUST 2, 2016 SCALE 1"=30' -On DRAWN BY JR CHECKED BY MER \ d"N®R 'gf dmm- xl.x q ism. & 41. MR. ............ of v H-1 4f RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE 8, DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PARCEL MAP # 12023 Mc CUTCHEN ROAD MEDIANS BAKERSFIELD, CALIFORNIA MORAN DEVELOPMENT CORP. 7352 AUTO PAR DRIVE HUNTINGTON BEACH, CA 92848 714-843-9226 S H E E T DESCRIPTIO N HYDROZONE PLAN R E V I S 1 0 N S 0 P3 S H E E T N U M B E R L2 OF 14 P R 0 J E C T N U M B E R 10-010 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. C/D MEDIAN DETAILS L10 2548 SF. r. — - --- - ----- --- ................... . ...... . . ....... 4� .......... . ..... ........ . .............. . . ........... K "I PARKINC, . . . ....... x - -- — ---- -- - - - - ----------- - . .... & ...... — X BOX HYDROZONE SUMMARY HYDROZONE SYMBOL DESCRIPTION / AREA HYDROZONE A- 4,110 SF. A SHRUBS & GROUNDCOVERS IRRIGATED WITH DRIPPERLINES. rT-- . . . ............... ..... . . . . . . . HYDROZONE 13- 575 SF TREES IRRIGATED WITH BUBBLERS TOTAL LANDSCAPE AREA - 4,685 SF. VN"DSCA RIOS LLJC-> n u e 4*c SEP R 2016 E OF c N\ - D A T E AUGUST 2, 2016 SCALE 1"=30' -On DRAWN BY JR CHECKED BY MER \ d"N®R 'gf dmm- xl.x q ism. & 41. MR. ............ of v H-1 4f RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE 8, DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PARCEL MAP # 12023 Mc CUTCHEN ROAD MEDIANS BAKERSFIELD, CALIFORNIA MORAN DEVELOPMENT CORP. 7352 AUTO PAR DRIVE HUNTINGTON BEACH, CA 92848 714-843-9226 S H E E T DESCRIPTIO N HYDROZONE PLAN R E V I S 1 0 N S 0 P3 S H E E T N U M B E R L2 OF 14 P R 0 J E C T N U M B E R 10-010 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. c NOT PUBLISHED. ALL RIGHTS RESERVED. ............... — . . ...... . . ... . .......... . . . ........... . . "I,—...-.-.-------....",---,..��. ..... ... ....... . . . ...... . . ...... . ............ . . ........... . . . . ........ - - ---- LU - - . . ..... . . ....... - . .... EXTEND M KL.INE . ,AND, . ....... . .. . . .......... ... . . ................ . ....... .. . . ...... . . . ............ WIRES FOR FUTURE IN PULL BOX LOCATION TO BE PLACE GATE VALUE DETERMINED IN THE FIELD 7T BY C.O.B. RECREATION AND 3t 3.0 PARKS DEPT. DRIP I.. t P B jj 21: 7 ......... . .. ............ T ................................... ... .. ......... . ... . ...... :IRRIGATION CONTROLLER RUN TIMES ............................. . ........... .. r . . . ......... .... ... . ..... . .......... . ....... LU .. RUN TIME ........ . .... RUN TIME .. ......... DaysPerWeek:, 3 .. ........ ...... ... .. ............ ............. .......... ...... . ........8. ... ............... ............... .............. ...... .......................... . .............. . . ......... ........ (HOURS): cle) (HOURS) ..... ...... 4" LIGATION PIPE SLEEVE 00) . ........... . . .... . . .... Bubblers m T .......... . . ..... k 0 W J+ C) NS.1w .......... 0 . . ....... . - - -- ----- - - - - - - ---------------- - ----- ----- z U.J LU > 4" IRRIGATION PIPE SLEEVE 0 AND 2" WIRE SLEEVE, TYP. GATE VALVE, TYP. FERTIGATION UNIT FLOW SENSOR MASTER VALVE 2" RP BACKFOW PREVENTOR 2" WATER METER: IRRIGATION CONTROLLER RAIN SHUT-OFF SENSOR R C \ 1"N' , . ,,,,,,..........,,,.„.„,.w,,.,„.,....... McCUTCHEN ROAD = m 0 19 7m / 70\ a U. ....... .... . .. Lu Q. e, e - Uj C/) . . . .. . . ........ . ........... . ... . ........ ................. RIP I" SF> .. ....... . ... . ........ — — — — — — — — — — - — — — 5 \\ .,. ............. .. II 2" IRRIGATION MAINLINE VALVE IDENTIFICATION KEY VALVE STATION VALVE 15,1j,M, NUMBER 10 VALVE SIZE I" DRI Flo— SYSTEM DESCRIPTION POINT -OF -CONNECTION 2" WATER METER STATIC WATER PRESSURE- 65 PSI 2" RP BACKFLOW PREVENTER 12 STATION CONTROLLER MAXIMUM FLOW DEMAND- 16.5 GPM WATER PURVEYOR CAL WATER SERVICE COMPANY (661) 396-2400 . . . . . .. ........ . . ....... ...... . ..... . . . ........ . ...... . .......... ............. . . .... ........................... . . . ...... ... . ............. ............. ....... .. ... - ..................... ........... ........... .. . ........... ................... . . ............ ............. .... ...... ..... .. .. .... .... . ... ... ..... . ... ....... ........ . ........... ............. .. . ...... ....... . ..... . .. . ............ . ... . ... . ....... . . ....... ........... ..... . ..... . ..... _ .............. ............ .»,_. ...... . ........... 2" IRRIGATION MAINLINE, TYP. e� INSTALL IN LANDSCAPE AREA WHERE POSSIBLE. '_ 11 1 WD _x, ."A) ......... .... .... .. 0 IRRIGATION PIPE SLEEVE AND 2" WIRE SLEEVE, TYP. U U _j .. ................ Uj — — — — — — — — —♦— — — — — . ....... . ........... �'z . ..... . ........... . .... .. . .......... D= . . ...... . . ... . . ...... . ..... ... ....... 'E Fi•e .. . ........ ....... ,<.:,,...,,„..,.,.,.....:»_. 'R ,89001'2�'3` 4� - --------- - -- - I .. . ....... . .... — - ---- NOTES REFER TO SHEET L2 FOR IRRIGATION HYDROZONE PLAN. REFER TO SHEET L4 FOR SHRUB IRRIGATION PLAN. REFER TO SHEETS L7 FOR IRRIGATION LEGEND. REFER TO SHEETS L7 & L8 FOR IRRIGATION DETAILS. REFER TO SHEETS L8 IRRIGATION CALCULATIONS. REFER TO SHEETS L11 TO L14 FOR SPECIFICATIONS. NOTE: MAINLINE 16 TO BE EXTENDED TO OPEN PLANTER AREA. __–CONCRETE LAYOUT SUBJECT TO CHANGE PER C.O.B. PARKS DEPT. ..... . ........... . . ......... . ...... ... .. . .... ... . ........... ........... . ..... . ..... . ............ – - – --------- . ...... . - - — – _--------- . ..... . .. . ..... . ..... . ............ — – --------- _„_� „.... . .............. - – ----- ------------- - ---- - ----- - ----_------- ................ . . . .. . .... .............. _ ................... . . ...... ___ . .. ... ............. ____ .................. . ...... . ... ............ . . .. ..... . ..... .......... ». . ...... . . .................... . ... . ...... ............ _ _ ... . .... . . . ..... . ..............w_ . .....„»»__,,..... . U -i 2” IRRIGATION,, Maioh'NLINE, TYP. z 0 INSTALL IN LAN'OSCAPE AREA EN ROAD WHERE P,6gSIBLE. e J = U -i 7\ 8,0 QUICK COUPLER, TYP. 00 % 4” IRRIGATION PIPE SLEEVE JbRIP AND 2" WIRE SLEEVE, TYP. ILLU ............. .......... . ........ LJ # _4 - C/) . . ............. .......... .. . . ................ . . ............. . . ....... . . ...... . ..... - — ------------ .. ........ .... . ....... . . ......... . . ..... ............w ........... .. . . ...... F ................ . . . . ........ . . . ........... . .. . + —2-............. . .......... ...... _'__ ......... . .. ....... ^A . ....... . . .... ___ . . ..... MAINLINE AND . ................ ............ .... . .............. ___ . . . ............... ... . ... ............. WIRES11170., R FUTURE IN PULL . . . . . ............ . . ...... . ....... . . . . . ....... ................. ...................... 2" IRRIGATION MAINLINE, TYP. _PETERMINED IN THE FIELD INSTALL IN LANDSCAPE AREA?.Y AND WHERE POSSIBLE. PARKS D6PT. PLACE GATE VALVE II 1 RIP — -- — ------ tss . ..... . . ..... . ........ ss ... .......... . . . I ...... . . ........... ___ ___pa ______ __ ___ _____ ... . ..... . . ... ... ... ... ... g"- . ..... . . ...... ...... . . . . ........ . . . .. . . ............. . ............ . ........ �R R 'S HJ: LL -Al H... ............ mg �kii c ij.. . . . . . . . . . IJ .. .... ....... . ........ .... .......... ...... . . ....... . . .......... '72 . . . . . . . . ........... ................. .... ; .... ......... .... troller:: A ................................... ... .. ......... . ... . ...... :IRRIGATION CONTROLLER RUN TIMES ............................. . ........... .. ...... ....... ........ .... ... . ..... . .......... . ....... . ................ .. RUN TIME ........ . .... RUN TIME .. ......... DaysPerWeek:, 3 .. ........ ...... ... .. ............ ............. .......... ...... . ........8. ... ............... ............... .............. ...... .......................... . .............. . . ......... ........ (HOURS): (HOURS) ..... ...... 4" LIGATION PIPE SLEEVE AND 2" WIRE SLEEVE, TYP. . ........... . . .... . . .... Bubblers &60 0.40 3.M 0.81 Z' . ..... 3 .. .. .... .. 0.26 . ... .. :Tree ...... ..... .. . . .. ......... .................. .............................. . ....... . . . . .... .... ............ A . . ... ..... 0.81 .......... . . ..... k 0 W J+ C) NS.1w .......... 0 . . ....... . - - -- ----- - - - - - - ---------------- - ----- ----- z U.J LU > 4" IRRIGATION PIPE SLEEVE 0 AND 2" WIRE SLEEVE, TYP. GATE VALVE, TYP. FERTIGATION UNIT FLOW SENSOR MASTER VALVE 2" RP BACKFOW PREVENTOR 2" WATER METER: IRRIGATION CONTROLLER RAIN SHUT-OFF SENSOR R C \ 1"N' , . ,,,,,,..........,,,.„.„,.w,,.,„.,....... McCUTCHEN ROAD = m 0 19 7m / 70\ a U. ....... .... . .. Lu Q. e, e - Uj C/) . . . .. . . ........ . ........... . ... . ........ ................. RIP I" SF> .. ....... . ... . ........ — — — — — — — — — — - — — — 5 \\ .,. ............. .. II 2" IRRIGATION MAINLINE VALVE IDENTIFICATION KEY VALVE STATION VALVE 15,1j,M, NUMBER 10 VALVE SIZE I" DRI Flo— SYSTEM DESCRIPTION POINT -OF -CONNECTION 2" WATER METER STATIC WATER PRESSURE- 65 PSI 2" RP BACKFLOW PREVENTER 12 STATION CONTROLLER MAXIMUM FLOW DEMAND- 16.5 GPM WATER PURVEYOR CAL WATER SERVICE COMPANY (661) 396-2400 . . . . . .. ........ . . ....... ...... . ..... . . . ........ . ...... . .......... ............. . . .... ........................... . . . ...... ... . ............. ............. ....... .. ... - ..................... ........... ........... .. . ........... ................... . . ............ ............. .... ...... ..... .. .. .... .... . ... ... ..... . ... ....... ........ . ........... ............. .. . ...... ....... . ..... . .. . ............ . ... . ... . ....... . . ....... ........... ..... . ..... . ..... _ .............. ............ .»,_. ...... . ........... 2" IRRIGATION MAINLINE, TYP. e� INSTALL IN LANDSCAPE AREA WHERE POSSIBLE. '_ 11 1 WD _x, ."A) ......... .... .... .. 0 IRRIGATION PIPE SLEEVE AND 2" WIRE SLEEVE, TYP. U U _j .. ................ Uj — — — — — — — — —♦— — — — — . ....... . ........... �'z . ..... . ........... . .... .. . .......... D= . . ...... . . ... . . ...... . ..... ... ....... 'E Fi•e .. . ........ ....... ,<.:,,...,,„..,.,.,.....:»_. 'R ,89001'2�'3` 4� - --------- - -- - I .. . ....... . .... — - ---- NOTES REFER TO SHEET L2 FOR IRRIGATION HYDROZONE PLAN. REFER TO SHEET L4 FOR SHRUB IRRIGATION PLAN. REFER TO SHEETS L7 FOR IRRIGATION LEGEND. REFER TO SHEETS L7 & L8 FOR IRRIGATION DETAILS. REFER TO SHEETS L8 IRRIGATION CALCULATIONS. REFER TO SHEETS L11 TO L14 FOR SPECIFICATIONS. NOTE: MAINLINE 16 TO BE EXTENDED TO OPEN PLANTER AREA. __–CONCRETE LAYOUT SUBJECT TO CHANGE PER C.O.B. PARKS DEPT. ..... . ........... . . ......... . ...... ... .. . .... ... . ........... ........... . ..... . ..... . ............ – - – --------- . ...... . - - — – _--------- . ..... . .. . ..... . ..... . ............ — – --------- _„_� „.... . .............. - – ----- ------------- - ---- - ----- - ----_------- ................ . . . .. . .... .............. _ ................... . . ...... ___ . .. ... ............. ____ .................. . ...... . ... ............ . . .. ..... . ..... .......... ». . ...... . . .................... . ... . ...... ............ _ _ ... . .... . . . ..... . ..............w_ . .....„»»__,,..... . U -i 2” IRRIGATION,, Maioh'NLINE, TYP. z 0 INSTALL IN LAN'OSCAPE AREA EN ROAD WHERE P,6gSIBLE. e J = U -i 7\ 8,0 QUICK COUPLER, TYP. 00 % 4” IRRIGATION PIPE SLEEVE JbRIP AND 2" WIRE SLEEVE, TYP. ILLU ............. .......... . ........ LJ # _4 - C/) . . ............. .......... .. . . ................ . . ............. . . ....... . . ...... . ..... - — ------------ .. ........ .... . ....... . . ......... . . ..... ............w ........... .. . . ...... F ................ . . . . ........ . . . ........... . .. . + —2-............. . .......... ...... _'__ ......... . .. ....... ^A . ....... . . .... ___ . . ..... MAINLINE AND . ................ ............ .... . .............. ___ . . . ............... ... . ... ............. WIRES11170., R FUTURE IN PULL . . . . . ............ . . ...... . ....... . . . . . ....... ................. ...................... 2" IRRIGATION MAINLINE, TYP. _PETERMINED IN THE FIELD INSTALL IN LANDSCAPE AREA?.Y AND WHERE POSSIBLE. PARKS D6PT. PLACE GATE VALVE II 1 RIP — -- — ------ tss . ..... . . ..... . ........ ss ... .......... . . . I ...... . . ........... ___ ___pa ______ __ ___ _____ ... . ..... . . ... ... ... ... ... g"- . ..... . . ...... ...... . . . . ........ . . . .. . . ............. . ............ . ........ �R R 'S HJ: LL -Al H... ............ mg �kii c ij.. . . . . . . . . . IJ .. .... ....... . ........ .... .......... ...... . . ....... . . .......... '72 . . . . . . . . ........... ................. .... ; .... ......... .... troller:: A ................................... ... .. ......... . ... . ...... :IRRIGATION CONTROLLER RUN TIMES ............................. . ........... .. ...... ....... ........ .. . . .............. .PLANT TYPE I SPRINKLER TYPE ................... ................. .............. ............ .............. ........I .......... ............... Eto i A c PR RATE: ........ IE .. RUN TIME CIUANTITY._� RUN TIME .. ......... DaysPerWeek:, 3 .. ........ ...... ... .. ............ ............. .......... ...... . ........8. ... ............... ............... .............. ...... .......................... . .............. . . ......... ........ (HOURS): (HOURS) ..... ...... Shrub and Ground Coverv. Bubblers &60 0.40 3.M 0.81 0.09 ............... . . . ..... . ..... 3 .. .. .... .. 0.26 . ... .. :Tree ...... ..... .. . . .. ......... .................. .............................. . ....... . . . . .... .... . ...... . . ...... ............. ........ .. .......... ....... . . ....... . 8.60 0.40 0.64 .. . ............. . . ... ..... 0.81 . . .............. .... ......... . 0.52 9 4.65 ..... .............. . ........... . ...... . . .... ....... ..... . ................. PER DA* . -f I TOTAL NUMBER OF STATIONS: 12 . . .. .............. . . ...... .. . . ..... ...... ... . ...... ................. . . .... TOTAL RUNTIME IN HOURS: 4.90 ...... .. ............ ............. . A .......... TROLLER ............. ........... .. RUN TIMES: ... . . . .... . . ...... .. . ........ . PLANT TYPE I SPRINKLER TYPE .. ............ . .. . ....... - Elo A -Kc PRRATE' tE . . RUN TIM E . . ....... . . ..... QUANTITY Run TIDE .. ... ....... ...... ............. ............... ShTub aM Grom . ......... ....... ........ .. Tri 0. ........ 0.38 .... .. ............ ................. hiP.6D . ............ ...... ..... ... ....... ... ..... ........ ...... X0,64 0.40 .64 ....... .. . .... .0. ..... ... ... . .. ........................ .................. . . ............... . . . C LES PER DAr_�: .1 TOTAL HU: UBIER OF STATIONS: 12 ................ � . . ....... . . ..... ........... - TOTAL RUN TINE IN HOURS-: 7-35 ITH, UP, f a VNNDSCAPF RIOS Ho 9 C_') ck-1 gnotur SE Ex 0 0 e OF kv D A T E AUGUST 2, 2016 S C A L E 111=20' DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PARCEL MAP # 12023 Mc CUTCHEN ROAD MEDIANS BAKERSFIELD, CALIFORNIA MORAN DEVELOPMENT CORP. 7352 AUTO PARK DRIVE HUNTINGTON BEACH, CA 92848 714-843-9226 SHEET DESCRIPTION TREE IRRIGATION PLAN SHEET N U M BE R L3 of 1 4 PROJECT NUMBER 10-010 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. VALVE IDENTIFICATION KEY VALVE STATION VALVE G.P.M. NUMBER I 10 VALVE SIZE I" DRIP*— SYSTEM DESCRIPTION 3 k : , I .x .... ii 'i .3 •k 0 POINT—OF—CONNECTION 2" WATER METER STATIC WATER PRESSURE— 65 PSI 2" RP BACKFLOW PREVENTER 12 STATION CONTROLLER MAXIMUM FLOW DEMAND— 16.5 GPM WATER PURVEYOR CAL WATER SERVICE COMPANY (661) 396-2400 ♦ aa.•. �. I LTJ �...\w,,,,.«.,,»»,_..._.,,.,...,»»,»,»....,.,«....»,,.,,»,,,,,.. , \.�_,................................................»........... ,,,.,..,..._......... «» „ ...,, ................... i ............... _._._„,__,,,................... ,,____:............. ...,,,,,,,,,,,......«.,.,.,,,,.:.,..,,,»,,,......,,,_-__«:.,,,,,,,,,._,........___,,,,-.^:.,,, : ,,,,,,,,»,...^.....,.,,,,,,»»,,,,,,,,......^ «_,,:;;;;V;: ::: :.�;xz:;;:,»•. ;�, a::;ez;;„ �ass:rn::mnc;::..,�»�,,:,. i .......... ........:.. ........... EXTEND MAINLINE AND ' i f �',`'\":iFaE"\\.�'�\�""\e>.'\1\�t. .:{. ..''3£i"i,\,1.\t,. :>xi:::<a\\\^.�'........\'�\\'��1\*�\\\\\.•tiii:�S:S;;F:a33\\\\',\� ..\G\,\�.;:`\"♦\\\\\\\\\\'�'a`'�`•�?dPf�.. .,.....»_ . .................. u\ LI.RE.S„F.OR..F.UTURE...IN PULL ,,,_,...._,,,,,_ »,»».....:.:.... ,,,,..... _.»•.,w..»».»,».. ..... ^:::^..�..,,,,«,.,..� ............................... _„ BOX LOCATION TO BE „_."....._..». _,,,».....«..... m....,,,,.....,,.._,....»,-___,.,,_ 211 IRRIGATION MAINLINE, TYP. DETERMINED IN THE FIELD INSTALL WITHIN LANDSCAPE BY C.O.B. RECREATION AND AREA WHERE POSSIBLE. Q PARKS DEPT. I 9.25 MCCUTCHEN ROAD e:: ■ w I" DRIP 2 30 3 1 _,,..» 0.1 DRIP 1 TREE— FOR — — — 11 ....... r , .,».,..,,».............. .� . �" � , � �• 4 IRRIGATION PIPE SLEEVE LU .,:................. .:...........v..,,v�a»amw,+me:o:axx>xm:iFaa„ � �� ) '} W 5 k , a —�"-»` ^^•^^^.�..... AND 2 WIRE SLEEVE,TYP 3 ;.i »„ : a L _ -.. ♦ , { , , .. ... }- .. z z.4 , .... .. ,,,..,:; iii- },a ; ,,.:>x -';•<:^^r k`•x»t.:^ .�d.. — �� — .,., \ w d . a, 3 <3 — LU \ ■ — , r , - 6 :..: \ �, f k kt• .. \ 1 ..,,,,...... , ^ r 1 w } 2 a. S i ', it - :' ;;.... r.., }.; r.i ............. a •, ., . : T s ..... _..., .,, r.. .:. .... .... {. 4 a . , .. ... .:. ::..... ,.,, 3:. a�'' .,:w „ ,,.--,,,,t , ,.♦, ,, p`' ,r.. xt�a•`'z"'°" F•.�,w k ✓4� .11 ,., A t -# �•�133, a.{ }\ Yr> -,. �..:. y- •r,:. >.:.� . �� •i '^ .,..,,, .... .,,,.:,i .,»v»C^,,`' \y w. ..k„k ., i-3 , IL _, rl of . •\;,« t"%, i ,.,p" �, ,•,•^ s»4 _ f , . .3 . . r. \:«.:>y { k. r: :.i i..< r ,..x'•`.`""'.,..; 7J. _u 3`.i.,t ,,.,,..:... x r. ,» i J ? » "« LU W 4 V) 111_201 ■ JR ' : z LU 3/, " 3/41 3, ., � �:a ■ 0 w \ . .... . . ..... ....z • » , bbb m W f. £:. ®'« z O ®`•« J � U ® Q Q LU W> 11 2 IRRIGATION MAINLINE, TYP. f INSTALL IN LANDSCAPE AREA WHERE POSSIBLE. Q R P LUV __...... „_»»........ W =,e....... — •+r3 .it: 4 /4 ,. a.._:...a».„»»...,.......... ® 4" IRRIGATION PIPE SLEEVE AND 2" WIRE SLEEVE, TYP. ■ » "« LU W 4 V) 111_201 ■ JR U .^. ,<,,,c.%,s�',;+�" 3/, " 3/41 3, ., � �:a ■ 0 w' :.... . .... . . ..... ....z . \,. m W W > £:. ®'« z O ®`•« J � U » "« LU W 4 V) GATE VALVE, TYP. FERTIGATION UNIT FLOW SENSOR MASTER VALVE 2" RP BACKFOW PREVENTOR 2" WATER METER IRRIGATION CONTROLLER RAIN SHUTS—OFF SENSOR .... . ... __.,__M ............. �®.._c... ........ ,,_ Www \k f L .,>`-•�s:a:'` �.»-.`�-^-.--��"�'aF:...r ' . ;;:;� : ., .:... ..... .::kms ...._:...,..:r.,�`:�::w�•�..:�'�:�-�."r~;,;�` NOTES REFER TO SHEET L2 FOR IRRIGATION HYDROZONE PLAN. REFER TO SHEETS L3 FOR TREE IRRIGATION PLAN. REFER TO SHEETS L5 FOR IRRIGATION LEGEND, NOTES AND CALCULATIONS. REFER TO SHEETS L6 & L7 FOR IRRIGATION DETAILS. REFER TO SHEETS L11 TO L14 FOR SPECIFICATIONS. ■ m mmMrrMM :« » x .... ,»._,...... ................. ..... . . ..... . . ..... . ..... . . . ...... ............ ,.... ........,, * h. _ _ ... _............ ...... ._ 2" IRRIGATION MAINLINE ... «: ^ ,.. » ...«»,,,,»....»«_ _ .__ ......,,,,.. » _«� "—,__„_. ........ ....... _ _» ...., ....... > ILU =r} McCUTCHEN ROAD *`+ O I�I ter'” 1 6.?5 QUICK COUPLER, TYP. J III 1 RIP 8 5.5 m I" RIP 4" IRRIGATION PIPE SLEEVE ®v W _,.» .......... .......... .. AND 2" WIRE SLEEVE, TYP. LU „_,,,,... ... Al .......,,,._...., . i/ .................. 7/ •' � -- �1ir �r � iii �1- �i� i _ �— �� i� �T -- ,.,.,. ......... ,,,« ....,........ _„ , , . <a -a~ , .,,,. . , .. ... ... ,,., .:... , , .. , ..«,,. -ter,,,,,,,,,,,,,,,,,,,,,, W.... _,,,,,. i f „ .. r , 3, k �L, k r 2 \ , , . ..Z;j .. . . ; ::......,,.,,..., :;W... yka: a ...,...... ...i i , .... E. -k ..:.,>,.'::,,,k:.2_„>:a» .,,+;-r«w,c +.2 � _., ............. k k w ” IRRIGATION PIPE*StEEVE' £` SND 2" WIRE SLEEVE TYP>?. � EXTEND MAINLINE AND WIRES FOR FUTURE IN PULL BOX LOCATION TO BE DETERMINED IN THE FIELD BY C Q•..B....,RECREATION AND ««:_,.,.».m.m........ ...... ....,,,,,,........ �,_ ,,, MCCUTCHEN ROD 2" IRRIGATION MAINLINE, TYP.u- 8 V INSTALL IN LANDSCAPE AREA t.r" r WHERE POSSIBLE. II 1.0 RIP { — — — — — -- — — — — — — — — — 111_201 O JR U .^. ,<,,,c.%,s�',;+�" 3/, " 3/41 3, ., ,,,Z. F,s`' 0 ,fir"zt;•� �,"`. ,,,,.F",,.Y.✓.�!":.s<::.y. .i.,fy..,w 'i"„c .:r,.l....oY",e . .... . . ..... ....z . \,. GATE VALVE, TYP. FERTIGATION UNIT FLOW SENSOR MASTER VALVE 2" RP BACKFOW PREVENTOR 2" WATER METER IRRIGATION CONTROLLER RAIN SHUTS—OFF SENSOR .... . ... __.,__M ............. �®.._c... ........ ,,_ Www \k f L .,>`-•�s:a:'` �.»-.`�-^-.--��"�'aF:...r ' . ;;:;� : ., .:... ..... .::kms ...._:...,..:r.,�`:�::w�•�..:�'�:�-�."r~;,;�` NOTES REFER TO SHEET L2 FOR IRRIGATION HYDROZONE PLAN. REFER TO SHEETS L3 FOR TREE IRRIGATION PLAN. REFER TO SHEETS L5 FOR IRRIGATION LEGEND, NOTES AND CALCULATIONS. REFER TO SHEETS L6 & L7 FOR IRRIGATION DETAILS. REFER TO SHEETS L11 TO L14 FOR SPECIFICATIONS. ■ m mmMrrMM :« » x .... ,»._,...... ................. ..... . . ..... . . ..... . ..... . . . ...... ............ ,.... ........,, * h. _ _ ... _............ ...... ._ 2" IRRIGATION MAINLINE ... «: ^ ,.. » ...«»,,,,»....»«_ _ .__ ......,,,,.. » _«� "—,__„_. ........ ....... _ _» ...., ....... > ILU =r} McCUTCHEN ROAD *`+ O I�I ter'” 1 6.?5 QUICK COUPLER, TYP. J III 1 RIP 8 5.5 m I" RIP 4" IRRIGATION PIPE SLEEVE ®v W _,.» .......... .......... .. AND 2" WIRE SLEEVE, TYP. LU „_,,,,... ... Al .......,,,._...., . i/ .................. 7/ •' � -- �1ir �r � iii �1- �i� i _ �— �� i� �T -- ,.,.,. ......... ,,,« ....,........ _„ , , . <a -a~ , .,,,. . , .. ... ... ,,., .:... , , .. , ..«,,. -ter,,,,,,,,,,,,,,,,,,,,,, W.... _,,,,,. i f „ .. r , 3, k �L, k r 2 \ , , . ..Z;j .. . . ; ::......,,.,,..., :;W... yka: a ...,...... ...i i , .... E. -k ..:.,>,.'::,,,k:.2_„>:a» .,,+;-r«w,c +.2 � _., ............. k k w ” IRRIGATION PIPE*StEEVE' £` SND 2" WIRE SLEEVE TYP>?. � EXTEND MAINLINE AND WIRES FOR FUTURE IN PULL BOX LOCATION TO BE DETERMINED IN THE FIELD BY C Q•..B....,RECREATION AND ««:_,.,.».m.m........ ...... ....,,,,,,........ �,_ ,,, MCCUTCHEN ROD 2" IRRIGATION MAINLINE, TYP.u- 8 V INSTALL IN LANDSCAPE AREA t.r" r WHERE POSSIBLE. II 1.0 RIP { — — — — — -- — — — — — — — — — `p" DSCAPF RIOS U _ Signature SQFITEMBE&3(12016 X s� at 9�F OF C D A T E AUGUST 2, 2016 SCALE 111_201 DRAWN BY JR k 2 .^. ,<,,,c.%,s�',;+�" 3/, " 3/41 3, ., ,,,Z. F,s`' .:. r,i. p`'< ,fir"zt;•� �,"`. ,,,,.F",,.Y.✓.�!":.s<::.y. .i.,fy..,w 'i"„c .:r,.l....oY",e F.FSA 'ENfi;1)� . \,. `p" DSCAPF RIOS U _ Signature SQFITEMBE&3(12016 X s� at 9�F OF C D A T E AUGUST 2, 2016 SCALE 111_201 DRAWN BY JR CHECKED BY ■ `p" DSCAPF RIOS U _ Signature SQFITEMBE&3(12016 X s� at 9�F OF C D A T E AUGUST 2, 2016 SCALE 111_201 DRAWN BY JR CHECKED BY MER 5sm01101'j. :;. ` \ . All ot* }\ :,... \\ m. 4640 ®i U+ 1 \A \ 'fCa♦,: \ .,.: ,INX " ok W+::kw :n a � GE F RIOS DE I S GNSTUDI O LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PARCEL MAP # 12023 Mc CUTCHEN ROAD MEDIANS BAKERSFIELD, CALIFORNIA MORAN DEVELOPMENT CORP. 7352 AUTOPARK DRIVE HUNTIN T N G O BEACH CA 92 848 714-843-9226 SHEET DESCRIPTIO N SHRUB IRRIGATION PLAN R E V I S I O N S 5S- 3 SHEET N U M B E R L40F 14 PROJECT NUMBER 10-010 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. WATER PRESSURE CALCULATIONS Static Pressure: 65 PSI Max. GPM Demand: 8.00 Units Size Type Description GPM Unit PSI Loss 1 2" Disc Water Meter 08.00 00.00 1 2" Brass RP BFP 08.00 12.00 1 1-1/2" Plastic Master Valve 08.00 01.80 1 1-1/2" Plastic Flow Sensor 08.00 00.18 1 2" Brass Gate Valve 08.00 00.00 1 2" Brass Gate Valve 08.00 00.00 1 2" Brass Gate Valve 08.00 00.00 1 2" Brass Gate Valve 08.00 00.00 590 2" Cl. 315 Main Line 08.00 00.38 1 1" Plastic Control Valve 08.00 01.80 35 3/4" Sch. 40 Lateral Line 01.00 00.04 35 3/4" Sch. 40 Lateral Line 02.00 00.14 35 3/4" Sch. 40 Lateral Line 03.00 00.29 18 3/4" Sch. 40 Lateral Line 04.00 00.26 10 1" Sch. 40 Lateral Line 08.00 00.16 Misc EZ Fittings Allowance E/L7 00.25 N MATCO (MODEL#513T) GATE VALVE - LINE SIZE Component Losses: 17.30 Station #: 10 A/L8 Min. Req'r by Head: 20.00 Farthest System INSTALL VIDY AND SCH 80 BALL ON MAINLINE SIDE & 1 SCH 80 UNION ON LATERAL SIDE (ALL VALVES) 2.0' Elevation Loss: 00.87 RAINBIRD (MODEL#PEB) CONTROL VALVE WITH VIDY AND SCH 80 BALL ON MAINLINE SIDE. DIRECTLY DOWNSTREAM OF THE RCV B/L8 Total Pressure Req'r: 38.17 WITHIN THE SAME VALVE BOX, INSTALL (MODE L#PRB-QKCH K-1 00) 1" PRESSURE -REGULATING BASKET FILTER, 200 MESH Residual Pressure: 26.83 Static Pressure: 65.00 4 Max. GPM Demand: 16.50 Units Size Type Description GPM Unit PSI Loss 1 2" Disc Water Meter 16.50 00.00 1 2" Brass RP BFP 16.50 12.00 1 1-1/2" Plastic Master Valve 16.50 03.90 1 1-1/2" Brass Flow Sensor 16.50 00.18 1 2" Brass Gate Valve 16.50 00.00 1 2" Brass Gate Valve 16.50 00.00 1 2" Brass Gate Valve 16.50 00.00 1 2" Brass Gate Valve 16.50 00.00 600 2" Cl. 315 Main Line 16.50 01.49 1 1" Plastic Control Valve 16.50 02.52 5 3/4" Sch. 40 Lateral Line 00.25 00.00 5 3/4" Sch. 40 Lateral Line 00.50 00.00 5 3/4" Sch. 40 Lateral Line 00.75 00.00 5 3/4" Sch. 40 Lateral Line 01.00 00.01 5 3/4" Sch. 40 Lateral Line 01.25 00.01 5 3/4" Sch. 40 Lateral Line 01.50 00.01 5 3/4" Sch. 40 Lateral Line 01.75 00.02 2 3/4" Sch. 40 Lateral Line 02.00 00.01 5 3/4" Sch. 40 Lateral Line 02.25 00.02 5 3/4" Sch. 40 Lateral Line 02.50 00.03 5 1" Sch. 40 Lateral Line 05.00 00.03 5 1" Sch. 40 Lateral Line 08.25 00.08 5 1-1/4" Sch. 40 Lateral Line 11.50 00.04 5 1-1/4" Sch. 40 Lateral Line 16.50 00.08 Misc Fittings Allowance 00.37 Component Losses: 20.80 Station #: 2 Min. Req'r by Head: 15.00 Highest GPM System 2.0' Elevation Loss: 00.87 Total Pressure Req'r: 36.67 Residual Pressure: 28.33 R GENERAL I.RR.IGATION NOTES: 1. Install materials as called out in details and as per specifications. 2. There shall be no deletions or substitutions without the approval of the owner, their agent, and/or the landscape architect. 3. All sprinklers and valves shall be adjusted for required coverage with minimum or no overspray. Landscape architect shall have final approval. 4. Components locations are approximate and diagrammatic as indicated. 5. All irrigation lines running under paved surfaces shall be installed in schedule 40 PVC sleeves. No directional changes in the irrigation system shall be installed under pavement or hardscape areas. All sleeves shall be a minimum 2 times larger than the irrigation line. All sleeves crossing locations will be indicated by chiseling "IR" on the face of the concrete curb. Verify with C.O.B. for approved method and type. 6. All systems are designed for performance at 30 & 35 PSI pressure. 7. Developer shall provide electrical power to the controllers' locations. Controller locations are shown diagrammatically. Final location shall be decided at construction. Landscape contractor shall be responsible for final connection. 8. Points of connection shall be to existing water line. See water layout plans and plumbing plans for exact locations. 9. Contractor shall install controllers in enclosures. Enclosures shall be in Strong Box Smooth Touch stainless steel. Verify with C.O.B. prior to installation. Install as per C.O.B. specifications. 10. Quantities indicated on irrigation schedule may not be accurate. Contractor shall be responsible to install all materials as per plans. 11. All irrigation valves shall be installed in square standard boxes and quick couplers shall be installed in 10" round boxes, Ametek or approved equal (per C.O.B.). 12. Contractor shall provide and install two hot wires to each valve. Connect one (black) and the second (red) will be a spare. One (blue) wire shall be used for the master valve. Verify with C.O.B. 13. Contractor shall provide and install two root watering systems per tree. Verify with C.O.B. for exact configuations. 14. Contractor shall provide and install a schedule 80 PVC unions and ball valve, the same size as the valve, at each valve location. Verify with C.O.B for exact configuration. 15. The developer shall be responsible for assuring that any concrete footings from the adjacent block wall does not interfere with the installation and/ or location of the irrigation and landscape materials. 16. Contractor shall pressure test mainline at a min. of 125 PSI for (2) hours. To be verified by with C.O.B. Page I of I S:\PLANNING & DEVELOPMENT',Park Tech Files':CLERKTandscape Info Packets'.,GENERAL IRRIGATION NOTES (revised).docx I Ili If l 1H t, I P . W)f � 1171-7 � ZI IRRIGATION LEGEND ' PATTERN GPM QTY F MANUFACT. MODEL NO. / DESCRIPTION F PSI RADIUS DETAIL 259 Ow RAINBIRD 1804 -SAM -PRS WITH HUNTER PCN -25 PRESSURE COMPENSATING NOZZLE .25 GPM 115-751 BUBBLER C/L8 23 :A RAINBIRD RWS-B-C-1402 (EACH SYMBOL REPRESENTS 2 UNITS WITH .5 GPM EACH) 1 GPM 120-901 BUBBLER J/1_8 OTY gYMRr)l MAN[ 1FAr:T1 1RFR Monro Ni 1nnRFR DETAIL REF 1 Ow 2" WATER METER- BY OTHERS 1 :0 AVAILABLE AT 12 STATION RAINBIRD ESP-LXME/F CONTROLLER KERN TURF SPECLINE# RB3ESP12LXMEF/VITSB-22SS/RB91Q4602B/KCPCSA-LXMEF24/ KCP113GR SUPPLY THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: 1. BASE 12 STATION RAINBIRD ESP LXME SERIES IRRIGATION CONTROLLER A/L7 2. INSTALLED WITHIN MODEL#VITSB-22SS, STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. 3. INSTALLED WITH MODEL#RB91Q4602B GPRS/CELLULAR NETWORK MODULE 4. INSTALLED WITH MODE L#KCPCSA-LXMEF24 SUB-ASSEMBLY/TERMINAL STRIP 5. INSTALLED WITH MODEL#KCP113GR GROUNDING PACKAGE 1 ® AVAILABLE AT (MODEL#KCPLXME-RG) RAIN SENSOR WITH VANDAL GARD B/L7 KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: HUNTER MINI-CLIK RAIN SENSOR MOUNTED WITHIN SUPPLY HUNTER #SG -MC STAINLESS STEEL SENSOR GUARD ENCLOSURE. 1 EN FEBCO (MODEL#825Y) 2" RP BACKFLOW PREVENTER C/L7 INSTALL 4" THICK CONCRETE PAD WITHIN STRONGBOX SBBC-45AL BACKFLOW ENCLOSURE INSTALL V.I.T. POLAR BEARIER #PBB-30 SLIP-ON INSULATING COVER. 1 FFm-v-1 RAINBIRD (MODEL#PEB-150) 1 1/2" MASTER CONTROL VALVE D/L7 WIRE TO CONTROLLER AS PIER MANUFACTURER'S RECOMMENDATIONS. 1 rrFS1 RAINBIRD (MODEL#FS 1 50B) 1 1/2" FLOW SENSOR (RANGE 2-82.6 GPM) F/L7 WIRE TO CONTROLLER AS PER MANUFACTURER'S RECOMMENDATIONS. 1 EZ EZ-FLO (MODEL#EZ010-HC) 10 GALLON CAPACITY FERTIGATION SYSTEM, INSTALL IN 36'x24 x24 VALVE BOX E/L7 8 N MATCO (MODEL#513T) GATE VALVE - LINE SIZE G/L7 3 RAINBIRD (MODEL#PEB-PRS-D) CONTROL VALVE WITH PRESSURE REGULATING MODULE. A/L8 INSTALL VIDY AND SCH 80 BALL ON MAINLINE SIDE & 1 SCH 80 UNION ON LATERAL SIDE (ALL VALVES) 8 ® RAINBIRD (MODEL#PEB) CONTROL VALVE WITH VIDY AND SCH 80 BALL ON MAINLINE SIDE. DIRECTLY DOWNSTREAM OF THE RCV B/L8 WITHIN THE SAME VALVE BOX, INSTALL (MODE L#PRB-QKCH K-1 00) 1" PRESSURE -REGULATING BASKET FILTER, 200 MESH FILTER. DOWNSTREAM PRESSURE WILL BE REGULATED TO 40 PSI, MAX. 4 RAINBIRD (MODEL#44LRC) QUICK COUPLER VALVE INSTALLED WITH RAINBIRD TSJ-18" TRIPLE SWING JOINT C/L8 INSTALL WITHIN AMETEK 10" ROUND VALVE BOX AS APPROVED MAINLINE, SCH 40 PVC FOR SIZES 1 1/2" AND SMALLER. D/L8 MAINLINE, CLASS 315 PVC FOR SIZES 2" AND LARGER. 18" MIN. COVER. INSTALL IN LANDSCAPE AREA WHEREVER POSSIBLE. AS APPROVED SCH 40 PVC LATERAL LINE - 12" MIN. COVER; UNLESS OTHERWISE NOTED, INSTALL LATERAL AS 3/4" MINIMUM SIZE D/L8 AS APPROVED PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE CARRIED AND 2" MIN. SIZE FOR CONTROL WIRE. E/L8 INSTALL ANYWHERE PIPES AND WIRE OCCUR BELOW OR THROUGH PAVING AND HARDSCAPE ITEMS. AS APPROVED IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L. APPROVED) D&E/L8 #14 AWG CONTROL WIRES, #12 AWG COMMON WIRE, ROUTE WITH MAINLINE COLOR OF WIRES TO BE AS FOLLOW: ........... ....................: COMMON WIRE - WHITE CONTROL WIRE - BLACK SPARE WIRE - RED MASTER VALVE WIRE - BLUE FLOW SENSOR - PAIGE IRRIGATION SPEC# P7162D-A-REV8 UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 AWG/1 PAIR 3M DBR/Y-6 WIRE CONNECTORS, USE FOR ALL WIRE CONNECTIONS F/L8 NO AMETEK VALVE BOX WITH LOCKING LIDS G&H/L8 SYMBOL 12" STANDARD RECTANGULAR SERIES VALVE BOX FOR RCVS & FLOW SENSOR JUMBO RECTANGULAR SERIES VALVE BOX FOR MASTER VALVE 10" ROUND SERIES VALVE BOX FOR GATE VALVES AND QUICK COUPLERS NO N/A CONCRETE THRUST BLOCKS TO BE INSTALLED WHEREVER MAINLINE TEES OFF OR CHANGES DIRECTION I/L8 SYMBOL 2 PB APPLIED (MODEL#1015 1 G2G VALVE BOX) ELECTRICAL PULLBOX WITH LOCKING LID FOR SPARE CONTROL WIRES G&H/L8 ENGINEERING PULL AND BUNDLE ONE EXTRA CONTROL WIRE AND LABEL AS 'SPARE' FOR FUTURE USE IRRIGATION PLAN NOTES CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS, AS DESCRIBED IN THE SPECIFICATIONS, AND IN ACCORDANCE WITH APPLICABLE CODES AND ORDINANCES. DESIGN REFLECTS COMPLIANCE WITH CALIFORNIA STATE ASSEMBLY BILL1881 (AB 1881), 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 ADJUSTMENTS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR OPTIMUM PERFORMANCE IN ACCORDANCE WITH THE SPECIFICATIONS AND TO PREVENT OVERSPRAY ONTO HARDSCAPE AREAS OR STRUCTURAL ELEMENTS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT ACTUAL SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. COSTS INCURRED DUE TO ANY ADJUSTMENTS FOR 100% COVERAGE, INCLUDING THOSE REQUESTED BY THE CITY'S AUTHORIZED REPRESENTATIVE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE (P.S.I.) AND A MAXIMUM DEMAND (G.P.M.) AS SHOWN AT EACH POINT OF CONNECTION ON THE DRAWINGS. CONTRACTOR SHALL VERIFY PRESSURE AND DEMAND AT EACH POINT OF CONNECTION PRIOR TO COMMENCING INSTALLATION AND SUBMIT SUCH IN WRITING TO THE CITY'S AUTHORIZED REPRESENTATIVE. IF ANY DISCREPANCIES EXIST, THEY SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CITY'S AUTHORIZED REPRESENTATIVE. EQUIPMENT SHOWN IN HARDSCAPE AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WHENEVER POSSIBLE WITHIN PLANTED AREAS A REASONABLE, REACHABLE DISTANCE FROM HARDSCAPE AREAS. UNLESS OTHERWISE NOTED ON THE DRAWINGS, CONTRACTOR SHALL INSTALL WIRE AND PIPE UNDER HARDSCAPE AREAS IN P.V.C. SCHEDULE 40 SLEEVES PLACED PRIOR TO INSTALLING HARDSCAPE IN ACCORDANCE WITH APPLICABLE CODES. WHEREVER POSSIBLE, CONTROL WIRES SHALL OCCUPY THE SAME TRENCH AS PIPES. EACH CONTROLLER SHALL HAVE ITS OWN INDEPENDENT GROUND WIRE. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN PULLBOX VALVE BOXES. CONTRACTOR TO LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE AND EVERY 100' ON CENTER ALONG WIRE RUN. TAPE WIRE BUNDLES 10' ON CENTER. NO TAPING WILL BE PERMITTED INSIDE SLEEVES. WIRE CONNECTORS SHALL BE SCOTCH DBR/Y-6 OR APPROVED EQUAL. CONTROL VALVES SHALL BE SIZED AS DESIGNATED ON THE DRAWINGS AND SHALL BE INSTALLED IN VALVE BOXES AS INDICATED IN THE DETAILS. BOXES SHALL BE SET FLUSH WITH THE FINISH GRADE OR SURFACE AND PERMANENTLY MARKED WITH THE LETTERS R.C.V. AND STATION NUMBER. FINAL LOCATION FOR BACKFLOW PREVENTION DEVICES SHALL BE APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLING. CONTRACTOR SHALL NOTIFY ALL LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF INSTALLED BACKFLOW PREVENTION DEVICE. CONTRACTOR SHALL INSTALL ANTI -DRAIN CHECK VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. TREE ROOT WATERING SYSTEMS SHALL BE LOCATED ON OPPOSITE SIDES OF TREE ROOTBALL. '0`p"DS BIOS W n ig t r * SE M R 3 016 IL E t Q ate 9�F of D A T E AUGUST 2, 2016 SCALE N/A DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT &CLIENT NAME PARCEL MAP # 12023 Mc CUTCHEN ROAD MEDIANS BAKERSFIELD, CALIFORNIA MORAN DEVELOPMENT CORP. 7352 AUTOPARK DRIVE HUNTINGTON BEACH, CA 92848 714-843-9226 S H E E T D E S C R I P T I O N IRRIGATION LEGEND NOTES AND CALCS R E V I S I O N S SHEET N U M B ER L50F 14 PROJECT N U M B E R 10-010 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. lO FINISH GRADE/TOP OF MULCH U7 REMOTE CONTROL VALVE PER QVALVE BOX WITH COVER IRRIGATION LEGEND 30 30" LINEAR LENGTH OF WIRE, O PRESSURE REGULATING QUICK lO FINISH GRADE COILED RAIBASKET FILTER: N ARD PRB-QKCHK-100 lO 30 LINEAR LENGTH OF WIRE COILED ROUND VALVE BOX. HEAT BRAND'GV'ON LID. 4� WATERPROOF CONNECTORS INSTALL 1 OR 2 AS INDICATED ON PLAN. YAW Mm ,. I O2 APPROVED WATERPROOF WIRE CONNECTORS, TYP. O O BALL VALVE- SIZE FOR VALVE FLOW O PVC SCH 40 FEMALE ADAPTOR € 3 GATE VALVE- MANUFACTURER AND MODEL AS 3 VALVE IDENTIFICATION TAG INDICATED IN LEGEND, OR APPROVED EQUAL : Q U6 VALVE IDENTIFICATION TAG 10 LATERAL PIPE ,_ O VALVE BOX WITH LOCKING LID. HEAT BRAND'MV' ON LID. O EXTENSION LENGTH -AS REQUIRED 1 2 g OPVC SCH 80 NIPPLE FINISH GRADE/TOP OF MULCH 4 5 O5 PVC MALE ADAPTER 3 4 (LENGTH AS REQUIRED) .. C�_ =-061 "'alommu- 66 MASTER CONTROL VALVE / \ �6 3/4"' WASHED CRUSHED AGGREGATE BASE OR \\/\\ //\//. 12 PVC SCH 40 ELL r PER IRRIGATION LEGEND \i,\\\ ///��/� PEA GRAVEL '\N 7 � 7 IRRIGATION MAINLINE 6 13 PVC SCH 80 NIPPLE O PVC SCH 80 NIPPLE (CLOSE) Q O PVC SCH 40 MALE ADAPTER 3 z 1 2 5 9 {2" LENGTH, HIDDEN AND 9 PVC MAINLINE PIPE 1 2 11 i 0 PVC SCH 40 ELL 12 14 PVC SCH 40 TEE OR ELL =III=III=11 1=III=III=III- y �lw''10 BRICK (1 OF 4) 6 WMW'M '-111- III=III- 1 MAINLINE PIPE � I ' - _ 00 3" MIN. DEPTH OF 314" ��Q 00 16 3" MINIMUM DEPTH OF WASHED GRAVEL 316 3/" WASHED GRAVEL €Wl"m 7 12 CONTROL WIRES 14 8 8 0 I 4 _ 17 17 PVC SCH 80 NIPPLE, 13 SCH 80 PVC UNION CLOSE CITY OF .BAK.ER.S.FTD � ( 7 ,��- 14 EXTENSION LENGTH AS o ° O O ° ° ° 5 CONTkOLL E �U� REQUIRED 9 O o o�6o��Q°O°�°�oo��g 9 I (I IIII 13 1 s:sar� 11:7 13 12 0 14 _ _ 11 10 ELEVATION co = 4� IRRIGATION CONTROLLER TER O ROLLER MA S CONTROL VALVE VALVE ASSEMBLY A SCALE: NTS D SCALE: NTS GATE VA LV E 0 6 DRIP ZONE G SCALE: NTS I SCALE: NTS 1 4 5 1 RAIN SENSOR AND VANDAL RESISTANT 4 3 2 NOTE: m emY#dKfi B £tkfi aac ><, z'. % a �e'cak+�a ITEMS 3 ENCLOSURE PER LEGEND , 4, 5, 6, 7 AND 8 ARE .------ .,3�:.:; I `: :<°�s1�3 �9slraut+sraxsai�r� INCLUDED WITH THE , ; °. 1 , Atie �r�cSQL Yfat.Y+'i'3'1R9P,`i'a4Yi.rh,? 2O WIRE TO IRRIGATION CONTROLLEROHM - EZ-FLO SYSTEM. ITEM 11 ISIml a-3ti ►I-� I I PURCHASED SEPARATELY. � 0CONTROLLER ENCLOSURE- PER LEGEND 6 iEk 7 ssa ,wse wtrnarr 1-I.lis. O13 CONTROLLER- PER LEGEND f11 ;ll 10 it ; 7 WATER IN - CONNECT BLACK 3 2 , O POURED CONCRETE BASE- o o O o 0 0 € I �` :.. _' ;: o° o o °O o 0 o Oo g I = TUBE TO BLUE CONNECTIONS », 4 ,- - - - PER DETAIL 'A' ,THIS SHEET. I ;„- �Q,o o �J opop06 C) �O�o _” s. �'f° m,, ON PROPORTIONING CAP AND r• O GbO O QO� D 0 I I Q COUPLING FINISH GRADE Arm 9 O8 1/4" TUBING CLAMP - BOTH THE L t x t � RPi I Ul w Auaft w"oml 12 14 GREEN AND BLUE COUPLING TUBING CONNECTIONS 7Ka,H{c3%�`,8wicwiB�dL/�.+�K3'fxr€i �fi'YX Ffi k �. a t+,s+ c ntt?rt aarsax t€xriF traac e . Y•,>>::_� °r'rd 1O FINISH GRADE Og APPROVED BACKFILL 5 O 2 PLASTIC 30" L x 18" D x 17" W 10 PVC MAIN LINE TO VALVE MANIFOLD.�� _.►. ". VALVE BOX &LOCKABLE COVER wYg�'�` 6 11 EZ BALL VALVE COUPLING . 1�s 6'f=G:IVwx € 'ce G,°'3�,'3Trivffi .;tF3k: 6IDf'RE a;<;, .,;,,.,.,•'>y, . °$;<; - 9°A8&E .Cs.Rbi- 3U PROPORTIONING CAP WITH FEED ` ` #S'iY�Ybd,�,k.'BYk6MU'M'6. ,Y $%.t13,'/,a�.E'SdilN r�i# S6a.m�1c <: r"�aO�">. "-"--'-fa`iK� CONNECTOR -INSTALL ACCORDING I � :. ADJUSTMENT KNOB 13� TO WATER FLOW DIRECTION ARROW I II_I I I -III -III -III -III I I -III -III 4 EZ-FLO SHUT OFF VALVES�" „ -III-III-ISI-III-III-III-III-III- 12 6 MIN. LAYER PEA GRAVEL -III-III-I 11=1 11=1 I I=1 11=€ - 5 EZ-FLO MODEL EZ010-FX FERTILIZING (2 CU. FT.)� CITY O BAKLRSFIEI:..3 REVISION� � � k€:MM41*0 LE SYSTEM 27" L x 12" D x 14" H 13 PVC MAIN LINE FROM BACK FLOW I_ CITY OAI.ST�O DETAILS FOR IWIMOI CO\'MOL VALVES I i,AND5?C APE AND IRRIGArI N IIFT-U-;S Mit PREVENTER VA:k9XJS tPRI[GATION HEAD`, O FERTILIZER OUT - CONNECT CLEARgMAN ig 14 LANDSCAPE FABRICg'``t�q .mb FRONT VIEW TUBE TO GREEN CONNECTIONS ON I PROPORTIONING CAP AND COUPLING_____._._._.._..._.._.............._._----------------------------------- _..._.._-------------- -____.....- ............................ .................................. ....................................................... .-..-- -- -- -- -' ......................... ............. BRAIN SENSOR EZ-FLO FERTILIZING SYSTEM CONTROL VALVE IRRIGATION HEADS/QUICK COUPLER SCALE: NTS E SCALE: NTS H SCALE: NTS J SCALE: NTS 0 WYE STRAINER WITH 20 MESH SCREEN- IF REQUIRED BY LOCAL CODE 2O INSULATED BACKFLOW ENCLOSURE AS INDICATED IN LEGEND 3U REDUCED PRESSURE BACKFLOW PREVENTER AS INDICATED IN LEGEND 1 2 (D-\ 4O BALL VALVE P O FINISHED GRADE IN TURF AREAS 4 rO PLASTIC RECTANGULAR VALVE BOX WITH . _ .... "' 5D GALV. NIPPLE 3 MIN. LENGTH "T l". ; 1 3 5 6 BOLT DOWN COVER, USE STAINLESS 3 5 O6 GALV. 90° ELL (TYPICAL) I' � 3 `= ) BOLT NUT AND WASHER. BOX TO BE }k= \s: rr ««rrrr r«««rrr«r 7 GALV. UNION TYPICAL PLACED AT RIGHT ANGLE TO HARDSCAPE N z g 80 GALV. NIPPLE (TYPICAL) EDGE. HEAT BRAND "FS" ONTO LID. 15 r 990 FINISH GRADE O3 FLOW SENSOR, PER IRRIGATION LEGEND DIRECTION OF FLOW b J11- GALVANIZED COUPLING SET GFINISHED GRADE IN SHRUB AREAS 6 7 13 I I=€� p FLUSH WITH CONCRETE 9 3q kp6) 0 0 0 ° 8 9 _ 11 (TYPICAL) 5O 24 WIRE LOOP 08 Qa o° 11 PVC MALE ADAPTER TO U6 PVC MAINLINE PIPE TO MASTER VALVE Q IRRIGATION SYSTEM 10 14 12 12"x12 "x12 " CONCRETE (NOT LESS THAN 10 PIPE DIAMETERS) SECTION 12 PER MANUFACTURER'S SPECIFICATIONS. THRUST BLOCKS NOTES: 13 314" HOSE BIB O 2 CF OF 3!4" CRUSHED GRAVEL 10 x PIPE DIAMETERS SENSOR FLOW 5 x PIPE DIAMETERS EVENLY COAT G.I. FITTINGS EXPOSED TO DIMENSION'A' DIMENSION'B' 14 TO POINT OF CONNECTION 8 BRICK SUPPORTS NO VALVES, REDUCERS, SOIL AND CONCRETE WITH 3M SCOTCHRAP OR ELBOWS IN THIS AREA PIPE PRIMER AND THEN WRAP WITH 3M ADAPT AS REQUIRED 9U PVC MAINLINE PIPE FROM MASTER VALVE EXAMPLE- SCOTCHRAP NO. 51 BLACK PVC TAPE (3/4" 15 CONCRETE PAD- SIZE AS (NOT LESS THAN 5 PIPE DIAMETERS) PER FOR 3" FLOW SENSOR - OVERLAP) DETERMINED BY SIZE OF MANUFACTURER'S SPECIFICATIONS. DIMENSION A- 30" MINIMUM, BACKFLOW UNIT AND CAGE DIMENSION B-15" MINIMUM, ENCLOSURE OCCURS AT EACH BACKFLOW 10 LANDSCAPE FABRIC UNIT NOTES: INSTALL FLOW SENSOR PER THE MANUFACTURER'S RP BACKFLOW PREVENTER FLOW SENSOR RECOMMENDATIONS, USING MANUFACTURER C REQUIRED WATERPROOF WIRE CONNECTORS. ;� SCALE: NTS F SCALE: NTS WIRE TO IRRIGATION CONTROLLER. Callbowe media. .ODSCAP� RIOS '.C�D-tN O F DATE AUGUST 2, 2016 SCALE N/A DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PARCEL MAP # 12023 Mc CUTCHEN ROAD MEDIANS BAKERSFIELD, CALIFORNIA MORAN DEVELOPMENT CORP. 7352 AUTOPARK DRIVE HUNTINGTON BEACH, CA 92848 714-843-9226 S H E E T D E S C R I P T I O N IRRIGATION LEGEND NOTES AND CALCS R E V I S I O N S 5.5 - / c� 0 �? -.s SHEET N U M BE R L60F 14 PROJECT NUMBER 10-010 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. �t NDSCA -- fi' W n D: i Sign ture � *A SFFTEMBER 30,2016 L�e� F C Ai-� D A T E ................................................................................................................................................................................... i N/A DRAWN BY JR CHECKED BY MER 3 Mtiu rye'QMOM g i 1 10 LOW VOLTAGE WIRES, 3 MAXIMUM t9@Ldm."ma�1�� - flYiVd��`s x O WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE - 3 CLOSE TUBE 3 U E LID AFTER WIRE IS INSERTED INTO TUBE "� � n - • .'� •.:.cloiy. i 4 O POLY TUBE PRE -FILLED WITH WATERPROOF GEL �° t ..,.\/T„r � Tr'S"b++lYl' '-Cv:�'oj-;. i � 50 LOCK TABS PREVENT WIRE REMOVAL ONCE t 3> 'BittCYlM di&B "L7�'tk`�.`3�96t i CONNECTOR IS INSERTED ;mz 6 SCOTCHLOK ELECTRICAL SPRING CONNECTOR. r. `:.. 'k 69 x 3 6 WIRES SHALL BE PRE -STRIPPED OF 1/2 OF THE �s INSULATION PRIOR TO INSERTION INTO THE � K **W *'lft* &A WN ��,�; CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. �;'t��_,::�;.;: Z fW4 3iN'd.1,.1SCPY1l69TY �_';- _ . '�?- "3�, a` SCOTCHLOK CONNECTOR AND WIRES INSERTED INTMk' O VM Aziz TUBE UNTIL THE CONNECTOR PASSES LOCK TABS:. "i f.:M< rx.!00'�it13�¢ it» 1 ELL- NOTE: WIRE CONNECTOR SHALL BE A 3M DBY- 6 DIRECT BURY SPLICE KIT. W KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR,`” A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. t. TUBE SHALL BE .; CIT' ' BAKERSFIELD SUPPLIED PREFILLED WITH GEL. Off' CITY OF LNNDSCAPEA f3 iREGA7°€ONDLTAiT.SFOR DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT VARIMS t3 RTCKAtION HEADS € DETAILS FORTHRUST BLOCKS %TAW) (2 - 3) #14 OR (2) #12 PRE -STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER w,.. $„$ _-. >s- �:,4x,¢X mix 5 = APPROVED WIRE CONNECTION. WATERPROOF WIRE CONNECTION .......... ,._........_._-..._....._.._. IRRIGATION HEAD S/QUICK COUPLER _,.,........ - _ __..._ .-._.__..-...... m. THRUST BLOCKS SCALE: NTS D G SCALE: NTS SCALE: NTS ......................................................................................................................................................................... t P«:ak m � lO MULCH- INSTALL WHERE LOCATED IN SHRUB BEDS MUM MM. SIO�MFFTLAXOLK I C�E#'MM.�'v'TrY4.'AS FINISH GRADE GRATED CAP 2 3 MW O BUBBLER PER LEGEND vw > w (INCLUDED) . �. RCv O 5 CHECK VALVE •,. (INCLUDED) 9tNa`J,IK:£sg0l6sSCH 45 PVC.': ( IRRIGATION CONTROL VALVE O PATENTED STRATA ROOT SYSTEM 10 VALVE BOX WITH LOCKABLE I COVER (D SWING JOINT (INCLUDED) A O 2” BRANDING, PER THE 6 ei,b"i&a�:R£5�dZCLASS 315 PVC OR O PVC LATERAL PIPE IRRIGATION SPECIFICATIONS. � � * � p �:. 3 4 O3 CONTROLLER DESIGNATION 9O PVC SCH 40 TEE OR ELL oo .13SSS�'5:#St'7�A'�:'AYIiL %" N :Gai St9'461i:t�d i 2 10 O ROOT INTRUSION BARRIER (INCLUDED) 7 ys. -- I O VALVE IDENTIFICATION — A G 5 INSTALL WITH FILTER FABRIC SLEEVE 0 " aneci�[xta O ROUND VALVE BOX WITH 000 0000 0000000 ,r`+ „ Al i�1 :.,. LOCKABLE COVER. 0000000000 000 0 0 0 0000 000000m000 0000000000 0000 00000 00000 0000000000 1 IRRIGATION 00000000000 00 0000000 CONTROL VALVE CITY OF BAI IELD � t�I��iS B p 0000❑ O 9 10 xaVATMAn m -2- m _kL :jivaaXi; ra-i I 00 y PLAN VIEW 0000 SECTION 0000000 0000000000 000 TYPICAL TRENCHING VALVE BOX HEAT BRANDING TREE WATERING SYSTEM SCALE: NTSE NTS H SCALE. NTS ..................................................................................................................................................................................................... �.., I .. U) "`q'r;.; f _ NOTES: 1 • CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE ffi H� SERVICING THE VALVE. 2. SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER IN GROUNDCOVER/ SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA. 3. SET RVC AND VALVE BOX ASSEMBLY IN GROUNDCOVER/SHRUB AREA ,{�� . .a 4r0 W 4v" WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUNDCOVER DOES NOT t.. EXIST ADJACENT TO LAWN. 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. ^^V 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT �'' COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. I�o3aAk�FYf6is.�Q�i�3Rt��t.- y:: 6. IDENTIFY VALVE BOX WITH CONTROLLER LETTER AND VALVE NUMBER USING 1 Y2" - 2" LETTERING. + 11 11 11 11 12 12 12 121110 10 ROUND VALVE BOX O 1411 x1911 RECTANGULAR 3 VALVE BOX mom" saw4$w 9*uwrmL L* Ma O 2311x 33" RECTANGULAR VALVE BOX CITY F BAKER FI.EL�i .V 1 4 2 40 EDGE OF LAWN, WALK, i N FENCE, E B F = %4E%tZ : kPDACKOL ,CUR ,ETC. �z. L- , .A PLAN VIEW M. , TYPICAL SLEEVING VALVE BOX INSTALLATION SCALE: F �bou d NTS SCALE: NTS CallbWompudig. �t NDSCA -- fi' W n D: i Sign ture � *A SFFTEMBER 30,2016 L�e� F C Ai-� D A T E AUGUST 2, 2016 SCALE N/A DRAWN BY JR CHECKED BY MER RI OS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PARCEL MAP # 12023 Mc CUTCHEN ROAD MEDIANS BAKERSFIELD, CALIFORNIA MORAN DEVELOPMENT CORP. 7352 AUTOPARK DRIVE HUNTINGTON BEACH, CA 92848 714-843-9226 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 15�_ /v? 19� SHEET NUMBER L70F 14 P R O J E C T N U M BE R 1 0-01 0 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. . I TREE PLANTING LEGEND I NOTES � I REFER TO SHEET L9 SHRUB PLANTING PLAN. TREES BOTANICAL NAME COMMONNAME SIZE QTY. WULCOS ABBREV. REFER TO SHEET L10 FOR PLANTING \ . LAG IND LAGENSTROEMIA GRAPE MYRTLE'RED' 24" BOX 1 1 L DETAILS AND NOTES. I \ 'INDICA' STD. FORM REFER TO SHEET L1 0 FOR SOIL ANALYSIS " \ QUE ILE HOLLY OAK 24" BOX 12 M AND SOIL PREPARATION REQUIREMENTS. �., ", STD. FORM ... . .... 4: . li".."". \ �1_________' REFER TO SHEETS Ll 1 TO L1 6 FOR �, \ .�____\_1____ -,.,-- - I CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES. 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I , \.F, _", 11 1_.:�1111� X"�, , ."", : ,/ 0 : "�� , . -'s .*.. ;-,�.... � _n .......... . ... . .......... ... .. _____ ..... � ......... .1 a �': ,__,�";� ?:: ................ ____ ,:::6 g---- 111" U-1 ) Z - , z z LU ,., . ""' LU > I....-.1-1- ".- ,�,,, : I - ,_ - _-.1 i _,". �: : Z � � = 0 1 i z z ca z M 1 1 LAG IND I " < I I n A tv r-*,--%\., \ �_ _ �14 - LU - - .......... -1---11 . ......... . ..... -,.- � ...... . --- 7-�' -"'- -11, -1-1.1 .. I., 1�i ...,4�",_;-, .1 - specifications. Contractor will also be responsible for contacting the public utilities to I --- , I �,,,,! 2. Contractor shall be responsible for meeting all appropriate public utility standards, 1_> ,�,,,a..-- specifications and methods of construction. ,,-,"- 3. Prior to the start of construction. all utility service meters (water and power) should be , - ��' � �_,6� I I- 0 i t � t 4. Contractor shall be responsible for contacting City Recreation & Parks, 661-326-3354, """, "" I, � : 0 : . � .." .... 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Contractor will also be responsible for contacting the public utilities to __ 1111,�_F start electrical and water service in time for construction. ----.-,,,--.t�:.i�-- .......... 2. Contractor shall be responsible for meeting all appropriate public utility standards, 1_> �***11' *�11'1'17, .Z,""",.�.' 1'1..� Z,. .*11* t� .1 .... .1 specifications and methods of construction. , " - ".. .. �; ", , - ", . " � ic, - " \ . I _� ., , � I ,." , 3. Prior to the start of construction. all utility service meters (water and power) should be , 0 4_17 QUE ILE 24" BOX Q, ..... 11-11.1 11� I . - � 9�� , -, , ��,- Knmwhaft WOW. 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I— .;:,_ .:i� - , .� --�-_ ,,,,-_____,__., I- -1 ...... 1_1-11 ...... -111 = �,�'/.*.';i,7.-7, ,,��7,�-,-,, *x-, 11-41 �,_W. .. , " _. ..��. -1 ,�' - _72=27-,`,'��, '7-1_7=,,7_-7—_/*M7*.z,,.,,, -,.,,, I -,..� -_-_-, Z'/ 7=__211_ _2 . , ,� /'�a , �p , ", < � -, _. p, � I - __e = -11_1.1rl��.-111 ......... __ ,� .. . -,"I.- . :X��,, ,�, .. .--- _ , . ',�,:..-;',�,'�,,, - - , iok 4 ',,--" ."i" \ �pn---=,�-� -11 ,../., K I" ;11:,�=_7'�2=!�77 � , , ,-r--7- _,=�� _._�111 - -, " , 1, . ,'�,'� , " , �� ._�.'1111ZIII�Z'T, . � .� .." _� , .11 11 -�i �� ,� i�Y n<�, �, -, 1�-&, ,..,z f �_ IN , * -, � _V -, _1__'____' I\- 5 ,� N _->'.1, , ,-,,�� - �, �- C C.O.B. MEDIAN PAVING 1�1_>_ 'k1_'_-' L10/ CONSTRUCTION (1639 SF) : : : ! : � 1 i : AUGUST 2,2016 GENERAL PROJECT NOTES: � : i � � � I . Contractor shall be responsible for meeting all City of Bakersfield standards and � i � � t specifications. Contractor will also be responsible for contacting the public utilities to � � 4 � start electrical and water service in time for construction. i i i � 2. Contractor shall be responsible for meeting all appropriate public utility standards, 1_> � � i � specifications and methods of construction. i i. � � 3. Prior to the start of construction. all utility service meters (water and power) should be , i � � Z installed and fully operational. i t � t 4. Contractor shall be responsible for contacting City Recreation & Parks, 661-326-3354, i � � t and Public Works, 661-326-3049, for an on-site pre -construction meeting. � � 5. Contractor will coordinate construction with the appropriate City inspection official so i � � � that inspections can be made at critical construction pedods but in no case less than: i � t � 1) At the start of construction, i ........... . .. . ............ � .., ...... I ........ � � 2) Prior to any back filling, � ! ; t � 3) Prior to the installation of any plant material. � � i 4) At the end of construction but prior to start of post -installation maintenance, and i i 5) At the end of post -in stall ation maintenance period for written City acceptance. 1 6. Contractor will perform maintenance as identified in the specifications. All cost incurred � � � until this time will be at the expense of the contractor. : � � i 7. Contractor is responsible for securing final written acceptance by the City of Bakersfield � � � � � for this work. In no case will the contractor be released from maintenance of the � � : . . . irrigation system or maintenance and replacement of dead, dying, damaged, or otherwise __._____..._&'1.'1 ..... I � : : � : unsuitable plant material until the City, in writing, accepts this work. � : �'� z <� i 8. Contractor will field verify finished grades and verify that there is positive Surface --- I . , � ',"')...,��,,,�,..�,,�.�,.�.:.�.- 11�� U I drainage in all planters, turf areas and away from all planting holes.' If positive drainage 11 '-) " " � ` ` �,�-,5,,.,,- -, � -11 - . � .1 z _i______.__ .— �,-'-;,�i ......... ---.. 11 does not exist notify landscape architect prior to proceeding for written authorization and ... � I" i J11 -_111 � _.....'Z�-IL-_! . . .... z 1VI t instructions to proceed. � � i � 9. Cit of Bakersfield standards and specifications sheet, included with this drawing set, and y Z__ � i � � - C.O.B. standard details take precedence over all other specification or details. , , __- .-_Z,'��2.7'1� , ""' " z "I""', ,::.: � 4 z � 10. All trees under utility lines are subject to change per C.O.B. � � t 1-1 Z M Contractor shall install a 6" concrete mow curb as per C.O.B. standards at each phase line � , t � , Z I t and limit of construction line. � i I 12. Provide root barriers for each tree within 6' of any existing or proposed paving or i i structure. i 1 13. All plant material shall be approved by the owner's representative. t ! : i 14. No planting shall be planted until the installation of the irrigation system is completed, i ! i final grades have been established, planting areas have been properly graded, and soil t I prepared and the work has been approved by the owner's representative. � � 15. Contractor shall demonstrate to the owner's representative the furnishing and installation i � t of specified soil amendments whether a soils test is required or not. z t z � 16. Contractor is responsible for care and maintenance of any existing landscape and t i � i I irrigation system during construction. � i i 17. Contractor shall indicate irrigation sleeves by chiseling "IR" on the face at each location. i 1 18. Prior to installation of any signage, subdivider shall submit two copies Of Subdivision 1 identification sign plans to the Building Director for review and approval pursuant to i t i BMC Section 17.60.1 1 0 (N). One copy of the signed plan shall also be submitted to the i i i Parks Division for review and approval. Sign plans shall include copy, dimensions, color i � � t materials, lighting, anchorage and location of sign(s). Approval of wall plans by the � : : � � t ! Public Works Director does not include approval of any signage. � i t � i i Page I of 2 t : : 'i1es\CLERK\Landscape Info flackets\GENERAL PROJECT S;\PLANNING & DEVELOPMENT\Park Tech 1� t t : NOTES.docx I % yADSCAp IL. RIOS 0 . 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RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 I PROJECT & CLIENT NAME PARCEL MAP # 1 2023 Mc CUTCHEN ROAD MEDIANS BAKERSFIELD, CALIFORNIA MORAN DEVELOPMENT CORP. 7352 AUTOPARK DRIVE HUNTINGTON BEACH, CA 92848 714-843-9226 — S H E E T D E S C R I P T I 0 N TREE PLANTING PLAN R E V I S I 0 N S 5-t-5- / d 0 4-01 S S H E E T N U M B E R L80F 14 10-010 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. --- .......... m.,.,,, _._ .............»._._w__ ........... _........._.. ....,._..,,,.,,,,,»...........ww�..,»,»,........^_:,._,_, �_ .. ............ ».» »».. _,»,....__w,.»»_....._.w..,_»........ »...... _..,_.,,,_._.»......_ ,_..... �........................_....._„x..,....,,_._.,_»...,,.. ,,..„»,._..w»,.�-:,.,.,,,,...www., _» »........... ....» .,..... n,___._...._.._.._... • , ... ^,2*". .,\\R\\\\\ \�\\\`L\\\Y%\.\\\�.*a\�Z.'a�.`#s`.`:`•:v�:c\:...a'.�\\\\\\`i�\`\\\\031,\\\5e`'lPas'"a �\ ._.......:------ w,»„» ...... „___.>w:.,w,,...»......... ...w .......... ,,,,....,....».»w.......... ,,,...:,.:,,»....... ._..... ..:.».»»»....... .^...... MCCUTCHEN ROAD Ex, LU 4 CAL LJ 4 CAL LJ 4 CAL LJ 6 LAN NEW 5 CAL LJ r�r _', V 4v;<` O \ 15 HES PAR 5 CAL LJ 5 GAL. 5 GAL.:; GAL. 5 GAL. 5 GAL.' GAL. 5 GAL. ` = J W k c E T r , _♦....,a..as o , : , ., + ............................^.. „>.,$..: .»\Z,,, ju , 0 w»,,,.»,... » WT , W ; s t r a..k 4:(D v, �. 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SAMPLE OF WOOD MULCH SHALL BE SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION. --- .......... m.,.,,, _._ .............»._._w__ ........... _........._.. ....,._..,,,.,,,,,»...........ww�..,»,»,........^_:,._,_, �_ .. ............ ».» »».. _,»,....__w,.»»_....._.w..,_»........ »...... _..,_.,,,_._.»......_ ,_..... �........................_....._„x..,....,,_._.,_»...,,.. ,,..„»,._..w»,.�-:,.,.,,,,...www., _» »........... ....» .,..... n,___._...._.._.._... • , ... ^,2*". .,\\R\\\\\ \�\\\`L\\\Y%\.\\\�.*a\�Z.'a�.`#s`.`:`•:v�:c\:...a'.�\\\\\\`i�\`\\\\031,\\\5e`'lPas'"a �\ ._.......:------ w,»„» ...... „___.>w:.,w,,...»......... ...w .......... ,,,,....,....».»w.......... ,,,...:,.:,,»....... ._..... ..:.».»»»....... .^...... MCCUTCHEN ROAD Ex, LU 4 CAL LJ 4 CAL LJ 4 CAL LJ 6 LAN NEW 5 CAL LJ r�r _', V 4v;<` O \ 15 HES PAR 5 CAL LJ 5 GAL. 5 GAL.:; GAL. 5 GAL. 5 GAL.' 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VNI \ t� o, \,,,r ,, V RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PARCEL MAP # 1 202: Mc CUTCHEN ROAD MEDIANS BAKERSFIELD, CALIFORNIA MORAN DEVELOPMENT CORP. 7352 AUTOPARK DRIVE HUNTINGTON BEACH, CA 92848 714-843-9226 SHEET DESCRIPTIO N SHRUB PLANTING PLAN R E V I S 1 0 N S .�;s`-iaua3 SHEET N U M B E R L90F 14 PROJECT N U M B E R 10-010 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. Ilk NOTES 1. DETERMINE THE LENGTH OF THE MATERIAL REQUIRED FOR INSTALLATION. 2. EP SERIES PANELS OR RP SERIES ROLL MATERIAL BARRIER 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 BARRI OR APPROVED EQUAL. CITY OF BAKERSFIELD R111212,42 :I UB. PLANTING AT0MARD B MT --.a. MU RAW, L-10 SOILS ANALYSIS DECEMBER 3, 2015 PROJECT: McCUTCHEN DEVELOPMENT LOCATION: BAKERSFIELD THE SOIL ANALYSIS REPORTS IS FROM MIDWEST LABORATORIES. THE ANALYSIS AND SAMPLE INDICATE A SILT LOAM SOIL TEXTURE, AND VERY LOW IN ORGANIC MATTER. THE PH LEVEL IS HIGH AT 8.1. SOME ACIDITY SHOULD BE CONSIDERED WHEN SELECTING THE SOIL AMENDMENTS. GIVEN THE NEED FOR ORGANIC MATTER AND ACIDITY, THE LIVE EARTH HUMATE SOIL CONDITIONER IS PH 3.0, AND SHOULD BE INCORPORATED INTO THE SOIL. THE NITROGEN IS SHOWING MODERATE VALUES, PHOSPHORUS, AND POTASSIUM VALUES ARE VERY HIGH. CONSIDER LOW SALT BASED FERTILIZERS WITH NO P&K. POST SOIL ANALYSIS IS RECOMMENDED EARLY FALL AFTER INSTALLATION. THE SODIUM AND BORON VALUES ARE SHOWING CONCENTRATED LEVELS WHICH CAN AFFECT THE PLANTS AFTER INSTALLATION. THE SYMPTOMS OF SODIUM TOXICITY OCCUR FIRST ON THE OLDEST LEAVES SINCE A PERIOD OF TIME IS NORMALLY REQUIRED BEFORE ACCUMULATION REACHES TOXIC CONCENTRATION. SYMPTOMS USUALLY APPEAR AS A BURN OR DRYING OF TISSUE AT THE OUTER EDGES OF THE LEAF AND AS SEVERITY INCREASED, THE SYMPTOMS PROGRESS INWARD BETWEEN THE VEINS TOWARDS THE CENTER OF THE LEAF. ADDING WATER AND LIQUID HUMIC IS LOGICAL FOR THE SODIUM ISSUES. LIVE EARTH® LIQUID 6 OR LIVE EARTH ® GREAT 8 ACTS AS A GOOD SOIL PENETRATE, INCREASING NUTRIENT UPTAKE AND WATER HOLDING CAPACITY. SOIL PREPARATION REQUIREMENTS SOIL AMENDING AND MAINTENANCE PROGRAM: START WITH A LIVE EARTH® LIQUID 6% DRENCH AT 32 OZ. PER 1000 SQ. FT. OR APPROX. 10 GAL PER ACRE. WATER IN AND REPEAT TWICE BEFORE INSTALLATION OF PLANTS. NEXT AMEND SOIL WITH HUMATE SOIL CONDITIONER - @ 500 LBS PER 1000 SQ. FT. COMPLETE SITE RECOMMENDATIONS AFTER INSTALLATION OF PLANTS: LIVE EARTH® GREAT 8 LIQUID - @ 5 GALLONS PER ACRE PER MONTH USING THE EZ-FLO SYSTEM, 4 TIMES PER YEAR. LIVE EARTH ® BLITZ 22 LIQUID @ 5 GALLONS PER ACRE PER MONTH USING THE EZ-FLO SYSTEM, 3 TIMES PER YEAR. LIVE EARTH® IRON 10 GRANULAR (5-0-0) @ 12.5 LBS PER 1000 SQ. FT. DECEMBER AND FEBRUARY APPLICATIONS. PLEASE CALL TODD BURNS WITH ANY QUESTIONS OR CONCERNS AT 661-978-7307. SCALE: NOT TO SCALE PLANTING PLAN NOTES CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUI MENT NECESSARY TO FURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, STRUCTU IMPROVEMENTS AND HARDSCAPE SHALL BE INSTALLED PRIOR TO P OPERATIONS. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATI , CON 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 CHECK. MCI SAMPLES OF FERTILIZERS, ORGANIC AMENDMENT, SOIL CONDITIC 1NERS, AND SEED SHALL BE SUBMITTED PRIOR TO INCORPORATION. CONTRA TOR SHAL FURNISH TO THE CITY'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED MATERIALS. LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE CRY'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. AMENDMENTS, AS INDICATED IN THE SOILS REPORT SHOWN ON T E DRAWINGS, ARE BASED ON AGRICULTURAL SUITABILITY SOILS TESTS PERFORMED PRIOR TO GRADING AND WERE PRESENTED FOR BID DING PURPOSES. IF NO SOILS REPORT EXISTS, CONTRACTOR SHALL P OPOS� 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 CITY'S AUTHORIZED REPRESENTATIVE. IF, DURING PLANTING OPERATIONS THERE SEEMS TO BE MINIMAL OR NO PERCOLATION IN PLANTING PITS, CONTRACTOR SHALL CEASE PLANTING OPERATIONS AND IMMEDIATELY NOTIFY THE CITY'S AUTHORIZED REPRESENTATIVE TO DISCUSS ALTERNATIVE TO MAINTAINING POSITIVE ROOTBALL DRAINAGE MEASURES. CONTRACTOR TO APPLY A 3" LAYER OF MULCH, AS APPLICABLE, IN ALL SHRUB AND GROUNDCOVER AREAS. CONTRACTOR TO SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. CONTRACTOR SHALL THOROUGHLY MIX'AQUASMART PRO' MOISTURE '..................... RETENTION PRODUCT TO THE BACK FILL MIX IN THE PLANTING PITS OF ALL TREES, SHRUBS AND VINES USE AS FOLLOWING: 24" BOX 2.5 CUPS 5 GALLON 3 CUP 1 GALLON 2 TABLESPONS 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 approval from the landscape architect, the owner, and the City's representative.'' 4. The Developer shall conform to all City codes and requirements, including all inspections pertaining to this installation. 5. All landscape details shall be in accordance with C.O.B. standard details and as directed by the city engineer. 6. All trees shall be placed behind the line of sight as indicated on the plans. Verify with the C.O.B. or landscape architect prior to construction or tree installation. 7. Prior to the final C.O.B_ acceptance, the contractor shall apply a pre -emergent wed control as recommended by a certified pest control advisor and applied by a certified pest advisor applicator. Contact the C.O.B. for verification of application. 8. Landscape areas without an adjacent wall at rear of landscape area shall have a concrete mow strip at the back of the landscape area. Refer to C.O.B. standard detail. 9. Contractor shall install on all landscape areas a 2" layer of mulch: 2" redwood bark chips supplied from a fresh water mill. Mulch shall be uniform in color and free from weeds, sawdust, seeds, constructive materials and splinters. Any dyed products will not be accepted. Contractor to provide C.O.B. samples for approval. 10. Quantities on the landscape legend may not be accurate; the developer shall be responsible to install all plant material as per the designed plans or as directed by the City's representative. 11. All trees under utility lines are subject to change per C.O.B. 12. All plant material shall be inspected by the C.O.B. prior to planting. Page I of I S:\PLANNING & DEVELOPMENT"Park Tech Files\CL..ERK'Landscape Info Packets, GENERAL LANDSCAPE NOTES (revised).docx Maintenance Period 1. The contractor shall provide all labor, materials and equipment to perforin work during the post -installment maintenance period, as specified herein including but not limited to: adequate watering of plant material and controlling weeds, rodents and other pests for a minimum period of three hundred and sixty-five (365) days. 2. The contractor shall maintain the project on a continuous basis from the first day after planting is completed, until final written acceptance by the City of Bakersfield Recreation & Parks Department. 3. Cost incurred due to damage or replacement during the post -installation maintenance period shall be the responsibility of the contractor. 4. All areas including, but not limited to turf, groundcover areas, concrete walks and slabs shall be kept clean and free of weeds, litter, and debris. 5. Before weeds exceed two (2) inches in height, they shall be removed and disposed of off- site. Serious weeds pests (i.e. blackberry, nut sedge or bind weeds) shall be spot sprayed with a non-selective post -emergent herbicide as specified by a weed abatement company, and left in place for (7) seven days. Areas sprayed shall remain unwatered for a minimum of forty-eight (48) hours. Dead weeds shall be removed seven (7) days after application and disposed of off-site. 6. Constant diligence shall be maintained for the advent of diseases, insects, and/or rodent infestations and proper preventative or control measures taken. Should the City, during the maintenance period, discover that the terms for the maintenance period as stated herein have not been strictly adhered to, then the days accruing toward completion of said maintenance period will be terrninated. The maintenance period will be extended one (1) day for each day the area is out of its maintenance period. After the area has been brought up to City standard, The; City will require a re -inspection by a City of Bakersfield Recreation and Parks representative. When the inspection is completed, and the area is in satisfactory condition, then, and only then, will the City re -accept the arca in writing. 7. The contractor shall properly and completely maintain all parts of the irrigation system. 8. The contractor shall provide for delivery of water in sufficient quantities and adjust water application to compensate for seasonal conditions. 9. (3) Three weeks prior to the conclusion of the maintenance period, the contractor shall contact the City's representative to perform a final inspection of work. Any removed plants not in satisfactory and healthy condition from the site shall be replaced with material of like kind and size and in a manner specified for original planting. If the replacement plants do not represent a similar foliage representation of the original planted material, the contractor shall replace plants with next available up-sized container. All ground cover shall have a twelve (12") inch clearing from all structures including but not limited to: sidewalk areas, walls, fences, mow curbs, valve boxes, tree bases, shrubs, etc. 10. Before the start of the maintenance period. The contractor shall prepare and submit on a (new) set of blue line prints an "As Built" drawing. The drawings shalt include all deviations from the original bid documents made during construction that affect the main lines, controller locations, remote control valves, quick -coupling valves, all sprinkler heads and all plant material. The drawings shall also indicate and show approved substitutions of size material and manufacturer's name and catalog numbers. Also, a set of I I X 17 laminated "As Built" with highlighted color coded irrigation reference chart and schedule, keys to the controller, and two quick coupler valve keys with gate valve hose bib attachment, shall be submitted to the City. 11. Before the start of the maintenance period, the Contractor shall submit all inedited invoices of said Rain Bird equipment to the City of Bakersfield Recreation & Parks representative for their Maxicom dollar fund. Page 1 of 1 S:\PLANNING & DEVELOPMENT\Park Tech Files\CLERK\Landscape Info Packets\Maintenance Period.docx \,pNDSCApF RIOS W o= notu e SEP E R 2016 ate 9TF OF CA1.\F�� D A T E AUGUST 2, 2016 SCALE N/A DRAWN BY JR CHECKED BY MER RIGS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PARCEL MAP # 12023 Mc CUTCHEN ROAD MEDIANS BAKERSFIELD, CALIFORNIA MORAN DEVELOPMENT CORP. 7352 AUTOPARK DRIVE HUNTINGTON BEACH, CA 92848 714-843-9226 SHEET DESCRIPTIO N PLANTING DETAILS AND NOTES R E V I S I O N S SHEET N U M B E R Ll OOF 14 PROJECT N U M B E R 10-010 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. GENERAL CONDITIONS 1. DEFINITIONS A. WORDS USED HEREIN IN THE MASCULINE GENDER INCLUDE THE FEMININE AND NEUTER, AND VICE VERSA; THE SINGULAR NUMBER INCLUDES THE PLURAL, AND THE PLURAL THE SINGULAR. THE WORD "PERSON" INCLUDES A CORPORATION, ASSOCIATION OR PARTNERSHIP. B. UNLESS OTHERWISE SPECIFICALLY DEFINED HEREIN, OR UNLESS THE CONTEXT REQUIRES A DIFFERENT MEANING, ALL WORDS, ABBREVIATIONS, SYMBOLS, TERMS AND PHRASES HAVING A WELL KNOWN OR TECHNICAL MEANING SHALL BE SO CONSTRUED. C. WHENEVER IN THESE SPECIFICATIONS, OR IN ANY DOCUMENTS OR INSTRUMENTS WHERE THESE SPECIFICATIONS GOVERN, THE FOLLOWING TERMS ARE USED, THE INTENT AND MEANING THEREOF SHALL BE AS FOLLOWS: CONTRACT - REPRESENTS THE ENTIRE AND INTEGRATED AGREEMENT BETWEEN THE CITY AND THE CONTRACTOR. THE CONTRACT DOCUMENTS FORM THE CONTRACT FOR CONSTRUCTION. CONTRACT DOCUMENTS - THESE SPECIFICATIONS, THE DRAWINGS, ADDENDA ISSUED PRIOR TO EXECUTION OF THE CONTRACT, AND THE CONTRACT BETWEEN THE CITY AND THE CONTRACTOR. CONTRACTOR - THE PERSON OR ENTITY WHOSE BID IS ACCEPTED AND TO WHOM THE CONTRACT IS AWARDED. LANDSCAPE ARCHITECT - THE PROFESSIONAL SERVICES FIRM WHO PREPARED THE PROJECT DRAWINGS AND SPECIFICATIONS FOR THE CITY. CITY - IS THE PERSON OR ENTITY IDENTIFIED AS SUCH IN THE CONTRACT. WORK - THE TERM "WORK" OR "PROJECT" MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS AND INCLUDES PROVIDING ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE THE WORK IN A SATISFACTORY MANNER. 2. CONSTRUCTION PROCEDURE CONTRACTOR SHALL NOT BE RELIEVED OF OBLIGATIONS TO PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS EITHER BY ACTIVITIES OR DUTIES OF THE CITY, LANDSCAPE ARCHITECT, OR BY TESTS, INSPECTIONS OR APPROVALS REQUIRED OR PERFORMED BY PERSONS OTHER THAN THE CONTRACTOR. 3. NON -ASSIGNABILITY NEITHER THE CONTRACT THAT MAY BE AWARDED, NOR ANY OF THE MONIES THAT MAY BECOME DUE TO THE CONTRACTOR UNDER SUCH CONTRACT, MAY BE ASSIGNED BY SAID CONTRACTOR WITHOUT THE WRITTEN CONSENT OF THE CITY. 4. SERVICE OF NOTICE THE DELIVERY OR MAILING OF ANY NOTICE, INSTRUCTION, CLAIM OR PROTEST, OR OTHER WRITTEN COMMUNICATIONS, PERSONALLY TO THE CONTRACTOR OR TO THE CITY, SHALL CONSTITUTE SERVICE THEREOF UPON THE CONTRACTOR, OR THE CITY, RESPECTIVELY. 5. SUBCONTRACTS A. CONTRACTOR SHALL SET FORTH IN THE BID THE NAME AND THE LOCATION OF EACH SUBCONTRACTOR WHO WILL PERFORM WORK OR LABOR OR RENDER SERVICE TO THE CONTRACTOR IN OR ABOUT THE CONSTRUCTION OF THE WORK. B. CONTRACTOR MUST HAVE THE WRITTEN CONSENT OF THE CITY TO SUBSTITUTE A SUBCONTRACTOR OTHER THAN THAT DESIGNATED IN THE BID. 6. BONDS AND INSURANCE A. BEFORE EXECUTION OF THE CONTRACT WITH THE CITY, THE CONTRACTOR SHALL FILE WITH THE CITY SURETY BONDS AND APPLICABLE PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE SATISFACTORY TO THE CITY IN THE AMOUNTS AND FOR THE PURPOSES SPECIFIED IN THE CONTRACT. BONDS SHALL BE DULY EXECUTED BY A RESPONSIBLE CORPORATE SURETY, AUTHORIZED TO ISSUE SUCH BONDS IN THE APPLICABLE STATE OF THE PROJECT AND SECURED THROUGH AN AUTHORIZED AGENT. CONTRACTOR SHALL PAY ALL BOND PREMIUMS, COSTS AND INCIDENTALS. B. CHANGES IN THE WORK, OR EXTENSIONS OF TIME, MADE PURSUANT TO THE CONTRACT, SHALL IN NO WAY RELEASE THE CONTRACTOR OR SURETY FROM THEIR OBLIGATIONS. 7. DRAWINGS AND SPECIFICATIONS A. THE CONTRACTOR SHALL KEEP AT THE PROJECT SITE A COPY OF THE DRAWINGS AND SPECIFICATIONS. IN THE EVENT A DISCREPANCY EXISTS BETWEEN FIGURES AND/OR DRAWINGS, THE DISCREPANCY SHALL BE IMMEDIATELY SUBMITTED TO THE CITY FOR CLARIFICATION. ANY ADJUSTMENT MADE BY THE CONTRACTOR WITHOUT OBTAINING SUCH CLARIFICATION FROM THE CITY SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE AND BE SUBJECT TO REMOVAL IF SAID ADJUSTMENT DOES NOT MEET THE APPROVAL OF THE CITY. B. THE CONTRACT DOCUMENTS, AS DEFINED HEREIN, ARE INTENDED TO BE READ TOGETHER TO DESCRIBE A COMPLETE AND FINISHED PIECE OF WORK, INCLUDING ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE PROPER EXECUTION OF THE PROJECT. ANYTHING IN THE SPECIFICATIONS AND NOT ON THE DRAWINGS, OR ON THE DRAWINGS AND NOT IN THE SPECIFICATIONS, SHALL BE AS THOUGH SHOWN OR MENTIONED IN BOTH. 8. SHOP DRAWINGS OR PRODUCT DATA AND SAMPLES A. SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND SIMILAR SUBMITTALS ARE NOT CONTRACT DOCUMENTS. THE PURPOSE OF THEIR SUBMITTALS IS TO DEMONSTRATE FOR THOSE PORTIONS OF THE WORK FOR WHICH SUBMITTALS ARE REQUIRED THE WAY THE CONTRACTOR PROPOSES TO CONFORM TO THE INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE DRAWINGS. B. THE CONTRACTOR SHALL REVIEW, APPROVE, AND SUBMIT SUCH SUBMITTALS REQUIRED BY THE CONTRACT DOCUMENTS WITH REASONABLE PROMPTNESS AND IN SUCH SEQUENCE OR TO CAUSE NO DELAY IN THE WORK. C. THE LANDSCAPE ARCHITECT'S REVIEW OF SUCH SUBMITTALS IS FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. REVIEW OF SUCH SUBMITTALS IS NOT CONDUCTED FOR THE PURPOSE OF DETERMINING ACCURACY AND COMPLETENESS OF OTHER DUTIES SUCH AS DIMENSIONS AND QUANTITIES, OR FOR SUBSTANTIATING INSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF EQUIPMENT OR SYSTEMS, ALL OF WHICH REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. D. THE LANDSCAPE ARCHITECT'S REVIEW SHALL NOT CONSTITUTE APPROVAL OF SAFETY PRECAUTIONS OR, OF ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. 9. SUBSURFACE DATA WHERE INVESTIGATIONS OF SITE CONDITIONS HAVE BEEN MADE INCLUDING SUBSURFACE CONDITIONS IN AREAS WHERE WORK IS TO BE PERFORMED UNDER THE CONTRACT, SUCH INVESTIGATIONS ARE MADE ONLY FOR THE PURPOSE OF STUDY AND DESIGN. ALL SOIL AND GEOLOGICAL TEST HOLE DATA, WATER TABLE ELEVATIONS AND AGRICULTURAL SUITABILITY SOIL ANALYSES APPLY ONLY AT THE LOCATIONS OF THE TEST AND TO THE DEPTHS INDICATED. 10. CHANGE ORDERS A. THE CITY MAY AT ANY TIME PRIOR TO ACCEPTANCE OF THE WORK, BY WRITTEN ORDER TO CONTRACTOR AND WITHOUT NOTICE TO SURETIES, INCREASE OR DECREASE THE ESTIMATED QUANTITY OF WORK OR MATERIAL, MAKE ALTERATIONS, DEVIATIONS, ADDITIONS TO OR OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS, AND MAKE CHANGES IN THE PROJECT AS MAY BE DEEMED NECESSARY OR ADVISABLE, WITHIN THE GENERAL SCOPE THEREOF. B. NO CLAIM FOR ADDITIONAL WORK OR MATERIAL WILL BE ALLOWED UNLESS SUPPORTED BY A WRITTEN CHANGE ORDER SIGNED BY THE CITY AND THE CONTRACTOR STATING THEIR AGREEMENT UPON ALL OF THE FOLLOWING: - CHANGE IN THE WORK. - AMOUNT OF THE ADJUSTMENT IN THE CONTRACT SUM; AND - EXTENT OF THE ADJUSTMENT IN THE CONTRACT TIME, IF ANY. 11. CONTROL OF MATERIALS A. MATERIALS, PARTS AND EQUIPMENT TO BE FURNISHED BY THE CONTRACTOR SHALL BE NEW, UNLESS OTHERWISE SPECIFIED IN THESE SPECIFICATIONS OR NOTED ON THE DRAWINGS. THE MATERIALS SHALL BE MANUFACTURED, HANDLED, AND USED IN A WORKMANLIKE MANNER. B. ALL MATERIALS SHALL BE SUBJECT TO RIGID INSPECTION AND IF, IN THE OPINION OF THE CITY THE SAME DO NOT COMPLY WITH THE CONTRACT DOCUMENTS, SAID MATERIALS SHALL BE REJECTED AND IMMEDIATELY REMOVED FROM THE PREMISES AT THE EXPENSE OF THE CONTRACTOR. C. MANUFACTURERS WARRANTIES, GUARANTIES, INSTRUCTIONS SHEETS AND PARTS LISTS, WHICH ARE FURNISHED WITH CERTAIN ARTICLES OR MATERIALS INCORPORATED IN THE WORK, SHALL BE DELIVERED TO THE CITY PRIOR TO ACCEPTANCE OF THE WORK. 12. SAMPLES AND TESTS THE CONTRACTOR SHALL FURNISH SUCH SAMPLES OF ALL MATERIALS AS REQUESTED BY THE OWNER WITHOUT CHARGE. LABOR AND EQUIPMENT NECESSARY FOR THE FURNISHING OF SUCH SAMPLES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 13. SUBSTITUTION OR EQUIVALENTS A. FOR CONVENIENCE IN DESIGNATION ON THE DRAWINGS OR IN THE SPECIFICATIONS, CERTAIN ARTICLES OR MATERIALS TO BE INCORPORATED IN THE WORK MAY BE DESIGNATED UNDER A TRADE NAME OR THE NAME OF A MANUFACTURER AND CATALOGUE NUMBER. SUBJECT TO APPROVAL BY THE CITY OR LANDSCAPE ARCHITECT, AN ALTERNATIVE ARTICLE OR MATERIAL MAY BE UTILIZED. B. THE BURDEN OF PROOF AS TO THE QUALITY AND SUITABILITY OF ALTERNATIVES SHALL BE UPON THE CONTRACTOR. 14. CERTIFICATES OF COMPLIANCE WHEN REQUESTED, CONTRACTOR SHALL FURNISH THE CITY WITH A CERTIFICATE OF COMPLIANCE WHICH INDICATES THAT: (a) PLANTS WERE INSTALLED AS SPECIFIED. (b) THE IRRIGATION SYSTEM WAS INSTALLED AS SPECIFIED. (c) AN IRRIGATION AUDIT HAS BEEN PERFORMED. (d) OTHER CRITERIA OF THE ORDINANCE HAS BEEN MET ALONG WITH A LIST OF ANY OBSERVED DEFICIENCIES. THE FOLLOWING SHALL BE SUBMITTED WITH THE CERTIFICATE OF COMPLIANCE: (a) IRRIGATION SCHEDULE. (b) LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. (c) LANDSCAPE IRRIGATION AUDIT SCHEDULE. (d) IRRIGATION AUDIT REPORT. 15. SUFFICIENCY OF TIME SHOULD THE CONTRACTOR BE OBSTRUCTED OR DELAYED IN THE PROSECUTION OR COMPLETION OF THE PROJECT BY THE ACT, NEGLECT, DELAY OR DEFAULT OF THE CITY, OR AS A RESULT OF STRIKES, FIRE, FLOOD, LIGHTING, STORMS OR EARTHQUAKES, OR BY UNAVOIDABLE CALAMITY, OR OTHER UNFORESEEN CAUSES THAT IN THE OPINION OF THE CITY, ARE BEYOND THE CONTROL OF THE CONTRACTOR, THEN THE CITY MAY CONSIDER AN EXTENSION OF TIME FOR THE COMPLETION OF THE PROJECT. 16. STOPPAGE OF WORK AND ANNULMENT OF CONTRACT A. IF THE CONSTRUCTION OF THE PROJECT BE ABANDONED BY THE CONTRACTOR, OR IF AT ANY TIME THE CITY SHALL BE OF THE OPINION THAT THE PERFORMANCE OF THE CONTRACT IS UNNECESSARILY OR UNREASONABLY DELAYED, OR THAT THE CONTRACTOR IS WILLFULLY VIOLATING ANY OF THE CONDITIONS OR COVENANTS OF THE CONTRACT, THE CITY MAY NOTIFY THE CONTRACTOR NOT TO RESUME OR TO DISCONTINUE, AS THE CASE MAY BE, ALL WORK OR ANY PART THEREOF CONTEMPLATED UNDER THE CONTRACT BY A WRITTEN NOTICE SERVED UPON CONTRACTOR. THE CITY SHALL CHARGE THE EXPENSE OF SUCH EQUIPMENT, LABOR AND MATERIALS, PLUS TEN PERCENT (10%) OF THE COST THEREOF, FOR ADMINISTRATIVE EXPENSE AGAINST ANY SUMS OF MONEY DUE OR TO BECOME DUE THE CONTRACTOR, OR AGAINST THE SURETIES TO THE EXTENT OF THEIR LIABILITY. B. IN LIEU OF THE FOREGOING PROVISIONS TO SUSPEND THE CONTRACT, THE CITY MAY PAY THE CONTRACTOR FOR THE COMPLETED PORTIONS OF THE PROJECT ACCORDING TO THE PROVISIONS OF THE CONTRACT AND MAY TREAT THE PORTIONS REMAINING UNCOMPLETED AS IF SAID PORTIONS HAD NEVER BEEN INCLUDED OR CONTEMPLATED BY THE CONTRACT. 17. TEMPORARY SUSPENSION OF WORK THE CITY MAY ORDER THE CONTRACTOR TO SUSPEND THE WORK ON THE PROJECT WHOLLY OR IN PART FOR SUCH PERIOD OF TIME AS MAY BE DEEMED NECESSARY DUE TO UNSUITABLE WEATHER OR TO SUCH OTHER CONDITIONS AS MAY BE CONSIDERED UNFAVORABLE FOR THE SUITABLE PROSECUTION OF THE WORK. WORK SHALL BE RESUMED WHEN CONDITIONS ARE FAVORABLE OR WHEN THE METHODS HAVE BEEN CORRECTED, AS DIRECTED AND APPROVED IN WRITING BY THE CITY. 18. LAWS TO BE OBSERVED THE CONTRACTOR SHALL BE FULLY INFORMED OF ALL STATE AND NATIONAL LAWS AND MUNICIPAL ORDINANCES OR REGULATIONS WHICH IN ANY MANNER AFFECT THOSE ENGAGED OR EMPLOYED IN THE WORK, OR THE MATERIALS USED IN THE WORK, OR WHICH IN ANY WAY AFFECT THE CONDUCT OF THE WORK, AND OF ALL SUCH ORDERS AND DECREES OF BODIES OR TRIBUNALS HAVING ANY JURISDICTION OR AUTHORITY OVER THE SAME. 19. LABOR CONDITIONS CONTRACTOR SHALL COMPLY WITH APPLICABLE FEDERAL AND STATE PROVISIONS OF THE LABOR CODE AND FAIR EMPLOYMENT PRACTICES. 20. INDEMNIFICATION A. TO THE FULLEST EXTENT PERMITTED BY LAW, THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE CITY, LANDSCAPE ARCHITECT, LANDSCAPE ARCHITECT'S CONSULTANTS, AND AGENTS AND EMPLOYEES OF ANY OF THEM FROM AND AGAINST CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEYS' FEES, ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE WORK, PROVIDED THAT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN WORK ITSELF) INCLUDING LOSS OF USE RESULTING THEREFROM, BUT ONLY TO THE EXTENT CAUSED IN WHOLE OR IN PART BY NEGLIGENT ACTS OR OMISSIONS OF THE CONTRACTOR, A SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM OR ANYONE FOR WHOSE ACTS THEY MAY BE LIABLE, REGARDLESS OF WHETHER OR NOT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. SUCH OBLIGATION SHALL NOT BE CONSTRUED TO NEGATE, ABRIDGE, OR REDUCE OTHER RIGHTS OR OBLIGATIONS OF INDEMNITY WHICH WOULD OTHERWISE EXIST AS TO A PARTY OR PERSON DESCRIBED IN THIS SECTION. B. IN CLAIMS AGAINST ANY PERSON OR ENTITY INDEMNIFIED UNDER THIS SECTION BY AN EMPLOYEE OF THE CONTRACTOR, A SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM OR ANYONE FOR WHOSE ACTS THEY MAY BE LIABLE, THE INDEMNIFICATION OBLIGATION UNDER THIS SECTION SHALL NOT BE LIMITED BY A LIMITATION ON AMOUNT OR TYPE OF DAMAGES, COMPENSATION OR BENEFITS PAYABLE BY OR FOR THE CONTRACTOR OR A SUBCONTRACTOR UNDER WORKER'S COMPENSATION ACTS, DISABILITY BENEFIT ACTS OR OTHER EMPLOYEE BENEFIT ACTS. C. THE OBLIGATIONS OF THE CONTRACTOR UNDER THIS SECTION SHALL NOT EXTEND TO THE LIABILITY OF THE LANDSCAPE ARCHITECT, THE LANDSCAPE ARCHITECT'S CONSULTANTS, AND AGENTS AND EMPLOYEES OF ANY OF THEM ARISING OUT OF (1) THE PREPARATION OR APPROVAL OF MAPS, DRAWINGS, OPINIONS, REPORTS, SURVEYS, CHANGE ORDERS, DESIGNS OR SPECIFICATIONS, OR (2) THE GIVING OF OR THE FAILURE TO GIVE DIRECTIONS OR INSTRUCTIONS BY THE LANDSCAPE ARCHITECT, THE LANDSCAPE ARCHITECT'S CONSULTANTS, AND AGENTS AND EMPLOYEES OF ANY OF THEM PROVIDED SUCH GIVING OR FAILURE TO GIVE IS THE PRIMARY CAUSE OF THE INJURY OR DAMAGE. 21. SAFETY OF PERSONS AND PROPERTY A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT. B. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS FOR SAFETY OF, AND SHALL PROVIDE REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO: EMPLOYEES ON THE WORK AND OTHER PERSONS WHO MAY BE AFFECTED THEREBY; THE WORK AND MATERIALS AND EQUIPMENT TO BE INCORPORATED THEREIN,WHETHER IN STORAGE ON OR OFF THE SITE, UNDER CARE, CUSTODY OR CONTROL OF THE CONTRACTOR OR THE CONTRACTOR'S SUBCONTRACTORS; AND OTHER PROPERTY AT THE SITE OR ADJACENT THERETO, SUCH AS TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES AND UTILITIES NOT DESIGNATED FOR REMOVAL, RELOCATION OR REPLACEMENT IN THE COURSE OF CONSTRUCTION. C. THE CONTRACTOR SHALL GIVE NOTICES AND COMPLY WITH APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING ON SAFETY OF PERSONS OR PROPERTY OR THEIR PROTECTION FROM DAMAGE, INJURY OR LOSS. D. THE CONTRACTOR SHALL SO CONDUCT OPERATIONS AS TO OFFER THE LEAST POSSIBLE OBSTRUCTION AND INCONVENIENCE TO THE PUBLIC. THE CONTRACTOR SHALL HAVE UNDER CONSTRUCTION NO GREATER AMOUNT OF WORK THAN CAN BE PERFORMED PROPERLY WITH DUE REGARD TO THE RIGHTS OF THE PUBLIC. 22. PROJECT SITE MAINTENANCE A. THROUGHOUT ALL PHASES OF CONSTRUCTION, AND UNTIL ACCEPTANCE OF THE WORK, THE CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. B. COSTS INCURRED DUE TO CLEANUP OPERATIONS SHALL BE AS INCLUDED IN THE PRICES BID FOR THE VARIOUS ITEMS OF WORK AND NO SEPARATE PAYMENT WILL BE MADE THEREFOR. 23. AIR POLLUTION CONTRACTOR SHALL COMPLY WITH ALL AIR POLLUTION CONTROL RULES, REGULATIONS, ORDINANCES AND STATUTES WHICH APPLY TO ANY WORK PERFORMED PURSUANT TO THE CONTRACT AND SHALL NOT DISCHARGE SMOKE, DUST OR ANY OTHER AIR CONTAMINANTS INTO THE ATMOSPHERE IN SUCH QUANTITY AS WILL VIOLATE THE REGULATIONS OF ANY LEGALLY CONSTITUTED AUTHORITY. 24. NOISE CONTROL CONTRACTOR SHALL COMPLY WITH ALL LOCAL SOUND CONTROL AND NOISE LEVEL REGULATIONS AND ORDINANCES WHICH APPLY TO ANY WORK PERFORMED PURSUANT TO THE CONTRACT, AND SHALL MAKE EVERY EFFORT TO CONTROL AN UNDUE NOISE RESULTING FROM THE CONSTRUCTION OPERATION. 25. PESTICIDES/HERBICIDES CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE DEPARTMENT OF FOOD AND AGRICULTURE, THE DEPARTMENT OF HEALTH, THE DEPARTMENT OF INDUSTRIAL RELATIONS AND ALL OTHER AGENCIES WHICH GOVERN THE USE OF PESTICIDES/HERBICIDES REQUIRED IN THE PERFORMANCE OF THE WORK. 26. DUST CONTROL THE CONTRACTOR SHALL ABATE DUST NUISANCE BY CLEANING, SWEEPING AND SPRINKLING WITH WATER, OR OTHER MEANS AS NECESSARY, AND SHALL SAVE THE CITY FREE AND HARMLESS FROM ANY CLAIM FOR LOSS OR DAMAGE SUSTAINED BY OTHERS AND RESULTING FROM OPERATIONS ON THE PROJECT SITE. 27. UTILITIES WHEN PLACING CONCRETE AROUND OR CONTIGUOUS TO ANY UTILITY, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR COSTS TO FURNISH AND INSTALL A CUSHION OF EXPANSION JOINT MATERIAL, CLEAR OPENING OR SLEEVE, OR BY OTHER SUITABLE MEANS SHALL PREVENT EMBEDMENT IN OR BONDING WITH THE CONCRETE. 28. PATENTS AND ROYALTIES THE CONTRACTOR SHALL ABSORB IN ITS BID, THE PATENT FEES OR ROYALTIES ON ANY PATENTED ARTICLE OR PROCESS WHICH MAY BE FURNISHED OR USED IN THE WORK. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE CITY HARMLESS FROM ANY LEGAL ACTIONS THAT MAY BE BROUGHT FROM INFRINGEMENT OF PATENTS. 29. PAYMENTS A. THE CONTRACT SUM IS STATED IN THE CONTRACT AND, INCLUDING AUTHORIZED ADJUSTMENTS, IS THE TOTAL AMOUNT PAYABLE BY THE CITY TO THE CONTRACTOR FOR PERFORMANCE OF THE WORK UNDER THE CONTRACT DOCUMENTS. B. BEFORE THE FIRST APPLICATION FOR PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE CITY A SCHEDULE OF VALUES ALLOCATED TO VARIOUS PORTIONS OF THE WORK, PREPARED IN SUCH FORM AND SUPPORTED BY SUCH DATA TO SUBSTANTIATE ITS ACCURACY AS THE OWNER MAY REQUIRE. THIS SCHEDULE, UNLESS OBJECTED TO BY THE CITY SHALL BE USED AS A BASIS FOR REVIEWING THE CONTRACTOR'S APPLICATIONS FOR PAYMENT. END OF SECTION ATF to z OF CAll��`�� D A T E AUGUST 2, 2016 SCALE N/A DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT 8 CLIENT NAME PARCEL MAP # 12023 Mc CUTCHEN ROAD MEDIANS BAKERSFIELD, CALIFORNIA MORAN DEVELOPMENT CORP. 7352 AUTOPARK DRIVE HUNTINGTON BEACH, CA 92848 714-843-9226 S H E E T D E S C R I P T I O N SPECIFICATIONS R E V I S I O N S mss- -3 SHEET N U M BE R Ll 1 O ia. PROJECT NUMBER 10-010 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. IRRIGATION SYSTEM - AUTOMATIC ' A. GENERAL 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL THE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 2. COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS WITH THE CONSTRUCTION OF SITE AMENITIES AND PLANTING. 3. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED BEFORE PLANTING OPERATIONS. 4. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE ADJUSTED AS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. COSTS INCURRED DUE TO ANY ADJUSTMENT FOR COVERAGE, INCLUDING THOSE REQUESTED BY THE 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. a 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. IJVR R P v vIAI=L BE 11 T = 1 rT RESISTANT 661 IEB II r A RVG iIPE. FITTINGS SHALL BE IJ'tl'R-PVGC'-r ITT INGS. 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. O. 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 PIPELINES IRRIGATION O I ES AT TEN FOOT (10') INTERVALS WITH PLASTIC ELECTRICAL TAPE, PROVIDING SUFFICIENT SLACK FOR EXPANSION AND CONTRACTION. SI I LL BE .. _-te rE)N-GRADE -PI ES. 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 51 IAI:I: BE E)RIENTEE) PERPENE)ieubAtR Te 99 lE FINISI I 6RABE WIT! 1 NIPPLES eF T -I IE SAME SIZE S THE �IS€�P€-PSIN i�,r, Tom'oRIC-ZATIQNME-AD. 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 META_ JOINTS. 6. BRASS PIPE AND FITTINGS SHALL BE ASSEMBLED USING TEFLON DOPE, APPLIED TO THE MALE THREADS ONLY. 7. GALVANIZED PIPE THREADS SHALL BE CUT WITH CLEAN, SHARP DIES, CONFORMING TO AMERICAN STANDARDS ASSOCIATION SPECIFICATION. MALE PIPE THREADS SHALL BE COATED WITH A NON-TOXIC, NON -HARDENING, NON -CORROSIVE JOINT COMPOUND. 8. GALVANIZED PIPE OR ULTRA -VIOLET RESISTANT (UVR) PVC INSTALLED ON GRADE SHALL BE ANCHORED AT INTERVALS NOT TO EXCEED TEN FEET (10'), WITH #4 REBAR, WITH A "J" HOOKED RADIUS. 9. RUBBER RING SEAL JOINT: A. USE FACTORY -MADE MALE END OR PREPARE FIELD -CUT MALE END TO EXACT SPECIFICATIONS OF FACTORY -MADE END. B. CAREFULLY CLEAN BELL OR COUPLING AND INSERT RUBBER RING WITHOUT LUBRICANT. POSITION RING CAREFULLY ACCORDING TO MANUFACTURERS RECOMMENDATIONS. C. LUBRICATE MALE END ACCORDING TO MANUFACTURERS RECOMMENDATIONS AND INSERT MALE END TO SPECIFIED DEPTH. USE HANDS ONLY WHEN INSERTING PVC PIPE. D. THRUST BLOCKS SHALL BE PROVIDED WHERE NECESSARY TO RESIST SYSTEM PRESSURE ON RING-TITE PIPE AND FITTINGS. BLOCKS SHALL BE CONCRETE AND THE SIZE SHALL BE BASED ON AN AVERAGE SOIL SAFE BEARING LOAD OF 1000 POUNDS PER SQUARE FOOT. E. FORM THRUST BLOCKS IN SUCH A MANNER THAT CONCRETE COMES IN CONTACT ONLY WITH THE FITTINGS. THRUST BLOCKS SHALL BE BETWEEN SOLID SOIL AND THE FITTING. 10. IRRIGATION LINES AND CONTROL WIRING SHALL BE INSTALLED UNDER PAVING IN SEPARATE PVC SCHEDULE 40 SLEEVES. SLEEVES SHALL BE INSTALLED WITH THE COVERAGE DEPTHS AS SPECIFIED HEREIN. 11. PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING OR HYDRAULIC DRIVING, EXCEPT THAT NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALTIC CONCRETE PAVEMENT. WHERE CUTTING OR BREAKING OF EXISTING PAVEMENT IS NECESSARY, OBTAIN PERMISSION FROM THE 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. 12. ALL LINES SHALL HAVE A MINIMUM HORIZONTAL CLEARANCE OF SIX INCHES (6") FROM EACH OTHER AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. 13. PROVIDE THE FOLLOWING MINIMUM COVERAGE (WHERE LINES OCCUR UNDER PAVED AREAS, THESE COVERAGE DEPTHS SHALL BE CONSIDERED BELOW SUBGRADE): 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 THE 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) ND A.MQ TATE Gn i€RA�ra. 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, PRIOR TO THE POST -INSTALLATION MAINTENANCE PERIOD: TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE SUPPLIED ON THE PROJECT. TWO (2) FIVE FOOT (6) VALVE KEYS FOR OPERATING ISOLATION VALVES. TWO (2) KEYS FOR EACH CONTROLLER. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVELS FOR EACH QUICK COUPLER VALVE INSTALLED. ONE (1) SET EACH APPROVED AS -BUILT AND RECORD DRAWINGS. TWO (2) SETS EACH APPROVED CONTROLLER CHARTS. 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 OUTDATED ITEMS. 3. DIMENSION FROM TWO (2) PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT) THE LOCATION OF THE FOLLOWING ITEMS: POINT OF CONNECTION TO EXISTING WATER LINES. POINT OF CONNECTION TO EXISTING ELECTRICAL POWER. IRRIGATION VALVES. ROUTING OF IRRIGATION PRESSURE LINES (DIMENSIONS, MAXIMUM 100' ALONG ROUTE). REMOTE CONTROL VALVES. ROUTING OF CONTROL VALVES. QUICK COUPLING VALVES. OTHER RELATED EQUIPMENT AS REQUESTED BY THE CITY. 4. CONTRACTOR SHALL SUBMIT AS-BUILT/RECORD DRAWINGS TO CITY FOR REVIEW PRIOR TO COMPLETING CONTROLLER CHARTS. / `ANDS RIOSS L.5 rrl Signature Ack 2016 Ex e Do e 9TF OF CAi.\�� D A T E AUGUST 2, 2016 SCALE N/A DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT &CLIENT NAME PARCEL MAP # 12023 Mc CUTCHEN ROAD MEDIANS BAKERSFIELD, CALIFORNIA MORAN DEVELOPMENT CORP. 7352 AUTOPARK DRIVE HUNTINGTON BEACH, CA 92848 714-843-9226 S H E E T D E S C R I P T I O N SPECIFICATIONS 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 R E V I S 1 O N S 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. D S H E E T N U M B E R L120F 14 P R O J E C T N U M BE R 10-010 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. •' 1 �NNDSCApe, RIOS W n CC � ignoture SE E R 30,2016 x e at 9�F OF CA�\F D A T E AUGUST 2, 2016 SCALE N/A DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT &CLIENT NAME PARCEL MAP #12023 Mc CUTCHEN ROAD MEDIANS BAKERSFIELD, CALIFORNIA MORAN DEVELOPMENT CORP. 7352 AUTOPARK DRIVE HUNTINGTON BEACH, CA 92848 714-843-9226 S H E E T D E S C R I P T I O N SPECIFICATIONS R E V I S I O N S ss- /aoa7 SHEET N U M B E R L130F 14 PROJECT N U M B E R 10-010 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. 0 NOT PUBLISHED. ALL RIGHTS RESERVED. GENERAL 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 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. a 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 (SHRUB BED AREAS) 1. FERTILIZING AND CONDITIONING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT AGRICULTURAL SUITABILITY REPORT. 2. IF AN AGRICULTURAL SUITABILITY REPORT IS NOT AVAILABLE, THE FOLLOWING AMENDMENTS, OR APPROVED EQUAL, SHALL BE MECHANICALLY SPREAD AND UNIFORMLY CULTIVATETHE FOLLOWING INTO THE SOIL. HUMATE SOIL CONDITIONER 45% HUMIC ACID IN GRANULIZED PRILLED FORM. (STABLE COMPOST) OR PASSIVE ORGANIC OMRI LISTED- APPLY 4 TONS PER ACRE OR 150-200 LBS PER 1000 SQ. FT. NO TILLING REQUIRED, RAKE OR DRAG INTO TOP 3-6 INCHES. LIVE EARTH 8-2-4 PRODUCT- NUTRIENT PAK WITH HUMATE AND IRON- APPLY Y2 TON PER ACRE OR 20 LBS PER 1000 SQ. FT. NO TILLING REQUIRED, RAKE OR DRAG INTO TOP 3-6 INCHES. COMPOST MATERIAL- NITRA FIR OR A GREEN WASTE PRODUCT. APPLY 2 TONS PER ACRE. THIS PRODUCT SHOULD BE APPLIED IN CONJUNCTION WITH ABOVE PRODUCTS. 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. I. 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. EXCAVATED PITS SHALL BE AS INDICATED IN THE DETAILS ON THE DRAWINGS. DUST SIDES OF PITS WITH GYPSUM BEFORE BACKFILLING. 2. CONTAINERS SHALL BE OPENED AND REMOVED SUCH THAT THE ROOTBALL IS NOT INJURED. 3. WATER ALL PLANTING AREAS THOROUGHLY AFTER INSTALLATION OF PLANT MATERIALS. ADDITIONAL BACKFILL SHALL BE ADDED TO FILL VOIDS CAUSED BY WATER SETTLEMENT. K. TREE STAKING TREES SHALL BE STAKED AT TIME OF PLANTING AS INDICATED IN THE DETAILS ON THE DRAWINGS. L. GUARANTEE 1. CONTRACTOR SHALL GUARANTEE PLANT MATERIAL THROUGH ONE (1) FULL YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK. 2. REPLACEMENT PLANT MATERIAL SHALL BE OF THE SAME SPECIES, VARIETY, & SIZE AS ORIGINALLY PLANTED AND SHALL BE GUARANTEED FOR ONE (1) FULL YEAR FROM THE DATE OF RE -PLANTING. 3. COST INCURRED DUE TO REPLACEMENT OF DEAD OR DYING PLANT MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. END OF SECTION POST -INSTALLATION MAINTENANCE PERIOD A. GENERAL 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO PERFORM WORK DURING THE POST -INSTALLATION MAINTENANCE PERIOD, AS SPECIFIED HEREIN, INCLUDING BUT NOT LIMITED TO; ADEQUATE WATERING OF PLANT MATERIAL, REPLACING UNSUITABLE PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS. 2. CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS COMPLETED, UNTIL ACCEPTANCE OF THE WORK. 3. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT DURING POST -INSTALLATION MAINTENANCE PERIOD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. UNLESS STIPULATED OTHERWISE BY THE CITY, THE POST -INSTALLATION MAINTENANCE PERIOD SHALL CONSIST OF A MINIMUM OF NINETY (90) CONSECUTIVE CALENDAR DAYS. 5. POST -INSTALLATION MAINTENANCE PERIOD MAY BE EXTENDED BY THE 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, SHRUB BEDS, AND CONCRETE FLATWORK, SHALL BE KEPT CLEAN AND FREE OF WEEDS, LITTER AND DEBRIS. 2. SUBSURFACE DRAINS AND CATCH BASIN GRATES SHALL BE KEPT CLEAR OF LEAVES, LITTER AND DEBRIS TO ENSURE UNIMPEDED PASSAGE OF WATER. DRAINLINES SHALL BE PERIODICALLY FLUSHED WITH CLEAR WATER TO AVOID BUILD-UP OF SILT AND DEBRIS. 3. BEFORE WEEDS EXCEED TWO INCHES (2") IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF OFF-SITE. SERIOUS WEEDS SHALL BE SPOT SPRAYED AND LEFT IN PLACE FOR SEVEN (7) CALENDAR DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) CALENDAR DAYS AFTER APPLICATION AND DISPOSED OF OFF-SITE. 4. IF THE 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. SHRUB BED AREAS IF AN AGRICULTURAL SUITABILITY SOILS REPORT IS NOT AVAILABLE,SHRUB BED 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, 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 1/2") IN DIAMETER MAY BE SEALED WITH AN APPROVED TREE SEAL. 4. DEAD OR DYING TREES SHALL BE IMMEDIATELY REPLACED AT THE CONTRACTOR'S EXPENSE WITH MATERIAL OF THE SAME SPECIES AND SIZE AND GUARANTEED AS DESCRIBED IN THESE SPECIFICATIONS. 5. CONTRACTOR SHALL EXERCISE PREVENTIVE MEASURES WHEN USING STRINGLINE TRIMMERS NEAR TREE TRUNKS. COSTS INCURRED DUE TO DAMAGE OR REPLACEMENT OF TREES DUE TO IMPROPER MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. F. INSPECTION UPON COMPLETION OF THE POST -INSTALLATION MAINTENANCE PERIOD, CONTRACTOR SHALL REQUEST AN INSPECTION FOR ACCEPTANCE OF THE WORK PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE REQUEST SHALL BE MADE TO THE CITY, A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO THE DATE FOR INSPECTION. END OF SECTION ,OF Cali/ D A T E AUGUST 2, 2016 SCALE N/A DRAWN BY JR CHECKED BY MER RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT 8 CLIENT NAME PARCEL MAP #12023 Mc CUTCHEN ROAD MEDIANS BAKERSFIELD, CALIFORNIA MORAN DEVELOPMENT CORP, 7352 AUTOPARK DRIVE HUNTINGTON BEACH, CA 92848 714-843-9226 S H E E T D E S C R I P T I O N SPECIFICATIONS REVISION S SHEET N U M B E R L140F 14 PROJECT N U M B ER 10-010 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.