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Home My WebLink About1.5-7267 Ph 1 & 2LANDSCAPE ARCHITECTURAL DRAWINGS TRACT 7267- WILDHORSE, PHASES 1 & 2 BAKERSFIELD, CALIFORNIA S&S HOMES OF CENTRAL CALIFORNIA, INC. LOCATION MAP I PANAMA ROAD I O w 0 ° PROJECT SITE SERKSH RE ROAD 0� U) U) w CIL VICINITY MAP PACHECO ROAD HARRIS ROA PANAMA LANE 0 0 w Q o O Q o > w oa > w w z O = w o o ¢ z_ ca e f,McCUTCHEO ROAD P OJECT L CATION 119 TAFT H I H WAY TOTAL SQUARE FEET: BACK OF CURB TO BACK OF WALL=16,176 SQ.FT. BACK OF SIDEWALK TO BACK OF WALL= 9104 SQ.FT. GENERAL PROJECT NOTES RIOS DESIGN STUDIO HAS TAKEN CARE TO RESEARCH APPLICABLE CODES AND REQUIREMENTS IN PREPARING THESE DRAWINGS AND IS NOT RESPONSIBLE FOR CHANGES TO SUCH OCCURRING AFTER AGENCY APPROVAL OR DURING INSTALLATION. THERE IS NO WARRANTY OR GUARANTEE EITHER EXPRESSED OR IMPLIED BY RIOS DESIGN STUDIO FOR THE COMPLETION OF THE WORK OR THE QUALITY OF PERFORMANCE OF THE CONSTRUCTION CONTRACTOR(S). THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE RECORDS AT THE TIME THE PLANS WERE DRAFTED AND DO NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NON-EXISTENCE OF SUCH UTILITIES. IN CALIFORNIA AND NEVADA, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT AT 1-800-227-2600 PRIOR TO PERFORMING ANY CONSTRUCTION WORK. IN OTHER AREAS, CONTRACTOR SHALL CONTACT A SIMILAR AGENCY/ORGANIZATION. AS REQUESTED BY THE CITY, RIOS DESIGN STUDIO WILL VISIT THE SITE AT INTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO REVIEW THE PROGRESS AND QUALITY OF WORK AND TO DETERMINE IN GENERAL IF THE WORK IS BEING PERFORMED IN A MANNER INDICATING THAT THE WORK, WHEN COMPLETED, WILL BE IN SUBSTANTIAL CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. HOWEVER, RIOS DESIGN STUDIO WILL NOT MAKE EXHAUSTIVE OR CONTINUOUS ON-SITE INSPECTION TO CHECK QUALITY OF THE WORK. RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION CONTRACT DOCUMENTS, NOR RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. IN THE EVENT CITY CONSENTS TO, ALLOWS, AUTHORIZES OR APPROVES OF CHANGES TO ANY PLANS, SPECIFICATIONS, OR OTHER CONSTRUCTION DOCUMENTS, AND THESE ALTERATIONS ARE NOT APPROVED IN WRITING BY RIOS DESIGN STUDIO, CITY RECOGNIZES THAT SUCH ALTERATION AND THE RESULTS THEREOF ARE NOT THE RESPONSIBILITY OF RIOS DESIGN STUDIO. IN ADDITION, CITY AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD RIOS DESIGN STUDIO HARMLESS FROM ANY DAMAGE, LIABILITY OR COST (INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE) ARISING FROM SUCH ALTERATIONS. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK. CONTRACTOR SHALL BE RESPONSIBLE TO THE CITY FOR ACTS AND OMISSIONS OF THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING PORTIONS OF THE WORK UNDER A CONTRACT WITH CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONSTRUCTION CONTRACT. PLANS WERE DESIGNED BY REFERENCING: 1. SOIL ANALYSIS WAS PREPARED BY MIDWEST LABORATORIES DATE RECEIVED AUG. 31, 2014. 2. SOIL PREPARATION AND AMENDMENT RECOMMENDATIONS PREPARED BY LIVE EARTH PRODUCTS. DATE RECEIVED SEPT. 7, 2014. DRAWING INDEX L1 COVER SHEET L2 HYDRO ZONE PLAN AND WATER USE CALCULATIONS L3 TREE IRRIGATION PLAN AND NOTES L4 SHRUB IRRIGATION PLAN AND NOTES L5 IRRIGATION LEGEND AND DETAILS L6 IRRIGATION DETAILS, NOTES AND CALCULATIONS L7 CITY GENERAL NOTES L8 PLANTING PLAN & LEGEND L9 PLANTING DETAILS, SOILS REPORT & NOTES L10 SPECIFICATIONS L11 SPECIFICATIONS L12 SPECIFICATIONS rt •;,'';� ��. -�,� BSc ' �.�;:� 44- ..&irIlk #. _ ir :;�, 'tip'{ �„-;�••. '=w ,,,4 APPROVED: STREETSCAPE ELEVATION/ SECTION 1 N.T.S. 1) ME RL) E. IOS, RIOS DESIGN STUDIO, LLC 0, EXPIRES 9-30-16 REVIEWED BY: V RECREATION AND PARKS DEPARTMENT TE 3-- Va —*%(o DATE REVIEWED BY: / - - 3 /_3 TRAFFIC ENGINEER DATE APPROVED BY: IN L 4.1c hL 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 MAINTENA E 1.5 -'7 T.&�-7 VN0SCAPF RIGS W C7 Signoture *X SEPTEMBER 30.2016 Expirotion Dote �D-t- F�� DATE MARCH 15,2016 SCALE NONE DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PHASE 1 & 2 TRACT 7267 WILDHORSE BAKERSFIELD, CA RIVER RANCH COMMUNITY, LLC 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (661) 994-1851 S H E E T D E S C R I P T I O N COVER SHEET R E V I S I O N S 2/5/16 PER PARKS & REC COMMENTS 2/29/16 PER PARKS & REC COMMENTS 3/15/16 PUBLIC WORKS COMMENTS SHEET N U M B ER Ll of 12 PROJECT N U M B ER 15-254_ 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. Maximum Applied Water Allowance (MAWA) City Bakersfield, CA ETo 52.4 inches/year Total Landscape Area 8,181 Sq. Ft. Special Landscape Area (SLA) 0 Sq. Ft. MAWA= (Eto) x (0.62) x [(0.45 x LA) + (0.35 x SLA)] MAWA= 119,603 Gallons Estimated Total Water Use (ETWU) r r If e r Plant Water Use Type Plant Factor Low 0-0.3 Medium 0.4-0.6 High 0.7-1.0 SLA 1 r r r IF r r Plant Water Plant Factor Hydrozone PF x HA Use Types (PF) Area (HA) (Sq. Ft) )zone (Sq. Ft.) A Medium 0.4 7,181 2,872 B Medium 0.4 1,000 400 SLA 1.00 0 0 1' 0 0 Sum 8,181 Total Yearly Water Use 118,126 ETWU=(Eto) x (0.62) x [(PF x HA/IE) +SLA] Results MAWA= 119,603 Gallons ETWU 118,126 HYDROZONE SUMMARY NOTES HYDROZONE SYMBOL DESCRIPTION / AREA REFER TO SHEET L3 FORT EE HYDROZONE A- 7,181 SF IRRIGATION PLAN. e.....,......�._ ....,.E A SHRUBS & GROUNDCOVERS REFER TO SHEET L4 FORS RUB IRRIGATED WITH BUBBLERS IRRIGATION PLAN. 1, �11P" HYDROZONE B- 1,000 SF REFER TO SHEET L5 FOR TREES IRRIGATED B GATED WITH IRRIGATIONILE END AND G DEEP ROOT B BBLE U RS DETAILS. TOTAL LANDSCAPE AREA - 8,181 SF REFER TO SHEET L6 FOR IRRIGATION DETAILS, NOTES AND H d rozo n e Informagon Table .......:.._....:._.. . ... ......................_.------------ ------ ..---- ....._... CALCULATIONS. .........: 1. H r o e ... ,2;. Hydroxone :3. mare F .ge......... .4.. • of T al �. lie( � 2: _:. --;..f REFER TO SHEET L7 FORT EE TToltn ?6a: use H etre l=€cs ......:.,i...u"le'd by PLANTING PLAN AND NOTES. ann tC*o(�n 4....................:................................................................:.............. ............. .... REFER TO SHEET L8 FOR R UB A .. ..'..... ..........��*........ � 7181 SF -- -8F.78 �. :, ....:. ...: ....::..... ......:....:... ... ..:.:..::.:......-................ ... . ..:.. -.. ... .. 10 E F 1222 0.24 ... .... _..:.:. . .::.:: ___............ ....... Total � ................_ . 8181. I :n �. ........... ................... ............................... .. l=am tae . .... . PLANTING PLAN. REFER T SHEET L9 FOR TO O SOILS PLANTINGLS, LEGEND, & CALCULA IONS. Irrigation (PF x HA)/IE Hydrozone Efficient Efficiency (IE) Water Use (Gallons/Year) 0.9 3,192 103,687 0.9 444 14,439 SLA 1.00 0 0 1' 0 0 Sum 8,181 Total Yearly Water Use 118,126 ETWU=(Eto) x (0.62) x [(PF x HA/IE) +SLA] Results MAWA= 119,603 Gallons ETWU 118,126 k\U ,k « 1.5 -72 -Co �p,NISCAP\N atur * SEPT B 302016 Ex t to sl9l to F OF CKO DATE MARCH 15,2016 S C A L E 1 "= 30'-0° DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PHASE 1 & 2 TRACT 7267 WILDHORSE BAKERSFIELD, CA RIVER RANCH COMMUNITY, LLC 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (661) 994-1851 S H E E T D E S C R I P T I O N HYDROZONE PLAN R E V I S I O N S 2/5/16 PER PARKS & REC COMMENTS 2/29/16 PER PARKS & REC COMMENTS 3/15/16 PUBLIC WORKS COMMENTS SHEET N U M B E R L20F 12 PROJECT N U M B E R 15-254 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. r e.....,......�._ ....,.E .� 1, �11P" k\U ,k « 1.5 -72 -Co �p,NISCAP\N atur * SEPT B 302016 Ex t to sl9l to F OF CKO DATE MARCH 15,2016 S C A L E 1 "= 30'-0° DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PHASE 1 & 2 TRACT 7267 WILDHORSE BAKERSFIELD, CA RIVER RANCH COMMUNITY, LLC 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (661) 994-1851 S H E E T D E S C R I P T I O N HYDROZONE PLAN R E V I S I O N S 2/5/16 PER PARKS & REC COMMENTS 2/29/16 PER PARKS & REC COMMENTS 3/15/16 PUBLIC WORKS COMMENTS SHEET N U M B E R L20F 12 PROJECT N U M B E R 15-254 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. r ID0If'_`AT1nK1 RAAIAII IAIC TVD FOR GRAPHIC CLARITY, SOME IRRIGATION EQUIPMENT IS INDICATED OUTSIDE OF THE PLANTING AREAS. THE IRRIGATION DESIGN LAYOUT IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LANDSCAPE AREAS. 2" WATER METER PROVIDED BY OWNER RP BACKFLOW PREVENTOR MASTER VALVE FLOW SENSOR FERTIGATION UNIT _.._----GATE VALVE, TYP. RAIN SENSOR IRRIGATION CONTROLLER 120VAC POWER AND ELECTRIC Ez METER FOR CONTROLLER TO BE PROVIDED BY OTHERS. Z80' VALVE IDENTIFICATION KEY POINT -OF -CONNECTION NOTES (ALVE STATION VALVE G.P.M. EXISTING 2" WATER METER REFER TO SHEET L4 FOR SHRUB JUMBER STATIC WATER PRESSURE— 70 TO 80 PSI IRRIGATION PLANS. OBTAINED FROM CAL WATER (12/15/2014) REFER TO SHEETS L5 AND L6 FOR 1 I� CONTROLLER -12 STATION CONTROLLER IRRIGATION DETAILS AND LEGEND. VALVE SIZE 1" TREE' -DESCRIPTION EXISTING 2" RP BACKFLOW PREVENTER REFER TO SHEET L7 FOR IRRIGATION MAXIMUM FLOW DEMAND -19 GPM NOTES AND CALCULATIONS. .,. ..... ._,:_..... ,,_,..,......._ _..... ................. ..._ QUICK COUPLER, TYP. BERKSHIRE ROAD IRRIr-ATIr)KI RAAIAII IAIG TVD 1 1 SLEEVE, PROVIDED BY OTHERS !L rn 70 rn LANDSCAPE ARCHITECTURE &DESIGN CAP MAINLINE AT PHASE LINE TO BE COMPLETED IN rn PHASE 2 CONSTRUCTION. IN CASE 2ND PHASE IS NOT W� RE ROAD1,?„ gERKSHI on 4" PIPE SLEEVE AND 2" WIRE SLEEVE, PROVIDED BY OTHERS D A T E MARCH 15, 2016 SCALE 1"=20' DRAWN BY MER CHECKED BY JR Knowmasbelam Call myon ski. R E V I S I O N S 2/5/16 PER PARKS & REC COMMENTS 2/29/16 PER PARKS & REC COMMENTS 3/15/16 PUBLIC WORKS COMMENTS S H E E T N U M B E R L30F 12 P R O J E C T N U M B E R 15-254 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. RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE &DESIGN CAP MAINLINE AT PHASE LINE TO BE COMPLETED IN PHASE 2 CONSTRUCTION. IN CASE 2ND PHASE IS NOT 3805 ORA VISTA AVENUE INSTALLED AT THE TIME OF FIRST PHASE; BAKERSFIELD, CALIFORNIA CONTRACTOR SHALL PROVIDE FUTURE WIRES (NO 93309 SPLICES) IN JUMBO BOX. P: 661.835.9259 i� , F: 661.367.5284 \\ IRRIGATION MAINLINE, TYP. .i INSTALL IN LANDSqtSP�AREAS. \\ /� .. ........ jjo: .►-PROJECT & CLIENT NAME .._..,. - .... _...,..,.... .,,... & ...::::........ �:...... ..._... a .. , .,.....,_, . .: *A* C� M TRACT 7267 WILDHORSE CAP STATION 11 LATERAL LINE � rn LU N W AT PHASE LINE TO BE, COMPLETED IN PHASE 2 O BAKERSFIELD, CA < = CONSTRUCTION. _ RIVER RANCH COMMUNITY, LLC 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (661) 994-1851 S H E E T D E S C R I P T I O N 011 TREE IRRIGATION PLAN Knowmasbelam Call myon ski. R E V I S I O N S 2/5/16 PER PARKS & REC COMMENTS 2/29/16 PER PARKS & REC COMMENTS 3/15/16 PUBLIC WORKS COMMENTS S H E E T N U M B E R L30F 12 P R O J E C T N U M B E R 15-254 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 POINT -OF -CONNECTION EXISTING 2" WATER METER VALVE STATION NUMBER r VALVE G.P.M. STATIC WATER PRESSURE- 70 TO 80 PSI CONTROLLER OBTAINED FROM CAL WATER (12/15/2014) DESIGNATION CONTROLLER- 12 STATION CONTROLLER 610R11=0--DESCRIPTION 10 EXISTING 2" RP BACKFLOW PREVENTER VALVE SIZE MAXIMUM FLOW DEMAND- 19 GPM NOTES REFER TO SHEET L3 FOR TREE IRRIGATION PLANS. REFER TO SHEETS L5 AND L6 FOR IRRIGATION DETAILS AND LEGEND. REFER TO SHEET L7 FOR IRRIGATION NOTES AND CALCULATIONS. BERKSHIRE ROAD ................................................. 1 1N-01 De 10 ........... . . ..................... . . . . ........... :.._........................ _'j/4 ...... .. ....... . .............. L!L 1I O J �1 BERKSH m � - e ....._,............1 N.goo— r.....,,..:. , L w„ „ �= CAP MAINLINE AT PHASE LINE TO BE COMPLETED IN PHASE 2 CONSTRUCTION. IN CASE 2ND PHASE IS NOT N INSTALLED AT THE TIME OF FIRST PHASE; O Lu Lu CONTRACTOR SHALL PROVIDE FUTURE WIRES (NO Q Q SPLICES) IN JUMBO BOX. q\ s �K, DSCAP£ RIOS W C"> npture *y SEP E B 3%.11316 * Et c� ate 9TF OF CA1.�E�� D A T E MARCH 15, 2016 SCALE 1"=20' DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PHASE 1 & 2 TRACT 7267 WILDHORSE BAKERSFIELD, CA RIVER RANCH COMMUNITY, LLC 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (661) 994-1851 S H E E T D E S C R I P T I O N SHRUB IRRIGATION PLAN REVISIONS 2/5/16 PER PARKS & REC COMMENTS 2/29/16 PER PARKS & REC COMMENTS 3/15/16 PUBLIC WORKS COMMENTS S H E E T N U M BE R L40F 12 P R O J E C T N U M B E R 15-254 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. 019 CITY OF A.ST'1:Lr� lt; D I?_18 POR lr0p t T, S AINlEs's ST T:-.1_ cowpum rip Ill cllosvpE a 2 41 Lx7 rA * IRRIGATION CONTROLLER k /` % J SCALE: NTS FRONT VIEW O RAIN SENSOR AND VANDAL RESISTANT ENCLOSURE PER LEGEND U WIRE TO IRRIGATION CONTROLLER O CONTROLLER ENCLOSURE- PER LEGEND O CONTROLLER- PER LEGEND O POURED CONCRETE BASE - PER DETAIL'A' , THIS SHEET. O FINISH GRADE 0-aAI N SENSOR BLE: NTS U CONCRETE PAD- SIZE TO BE 6" LARGER THAN THE BFP ENCLOSURE ON ALL SIDES 20 INSULATED BACKFLOW ENCLOSURE AS INDICATED IN LEGEND O EXISTING RP BACKFLOW PREVENTER AS INDICATED IN LEGEND 10 2 4 O BALL VALVE F U5 WL Q e4c �px 6 U6 GALV. 90° ELL (TYPICAL) f.ugSidF�43:�dp�3'3�Ri;Na 7 U GALV. UNION (TYPICAL) 1804 -SAM -PRS WITH HUNTER PCN -25 PRESSURE COMPENSATING NOZZLE N z &OM 40 ONQ &a r1l"MATS � *vfs mmwfxm mwmiliv omm�•t 9 O FINISH GRADE wm �� r,t 't�� " APPROVED BACKFILL FLUSH WITH CONCRETE RWS-B-C-1401 ROOT WATERING SYSTEM EACH SYSTEM REPRESENTS 2 (.25 GPM) RWS BUBBLERS � 10 11 w,r,w ti:memo*w04cC b. 6Afs"*0ha owvm"m (MODEL#KCPLXME-RG) RAIN SENSOR WITH VANDAL GARD sfI 11 low WIR m Wwwxim CITY OF A.ST'1:Lr� lt; D I?_18 POR lr0p t T, S AINlEs's ST T:-.1_ cowpum rip Ill cllosvpE a 2 41 Lx7 rA * IRRIGATION CONTROLLER k /` % J SCALE: NTS FRONT VIEW O RAIN SENSOR AND VANDAL RESISTANT ENCLOSURE PER LEGEND U WIRE TO IRRIGATION CONTROLLER O CONTROLLER ENCLOSURE- PER LEGEND O CONTROLLER- PER LEGEND O POURED CONCRETE BASE - PER DETAIL'A' , THIS SHEET. O FINISH GRADE 0-aAI N SENSOR BLE: NTS U CONCRETE PAD- SIZE TO BE 6" LARGER THAN THE BFP ENCLOSURE ON ALL SIDES 20 INSULATED BACKFLOW ENCLOSURE AS INDICATED IN LEGEND O EXISTING RP BACKFLOW PREVENTER AS INDICATED IN LEGEND 10 2 4 O BALL VALVE F U5 GALV. NIPPLE 3" MIN. LENGTH Q 3 5 6 U6 GALV. 90° ELL (TYPICAL) P40 7 U GALV. UNION (TYPICAL) 1804 -SAM -PRS WITH HUNTER PCN -25 PRESSURE COMPENSATING NOZZLE N z 8 80 GALV. NIPPLE (TYPICAL) mwmiliv 9 O FINISH GRADE 40 77777 _777F_77-0 GALVANIZED COUPLING SET O APPROVED BACKFILL FLUSH WITH CONCRETE RWS-B-C-1401 ROOT WATERING SYSTEM EACH SYSTEM REPRESENTS 2 (.25 GPM) RWS BUBBLERS � 10 11 (TYPICAL) 0.50 (MODEL#KCPLXME-RG) RAIN SENSOR WITH VANDAL GARD 11 PVC MALE ADAPTER TO - THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: HUNTER MINI-CLIK RAIN SENSOR MOUNTED WITHIN B/L5 t IRRIGATION SYSTEM SUPPLY 13 12 12 12 x12 x12" CONCRETE PROPORTIONING CAP WITH FEED •"" THRUST BLOCKS NOTES: EVENLY COAT GALV. IRON FITTINGS EXPOSED TO SOIL AND CONCRETE WITH 3M SCOTCHRAP PIPE PRIMER AND THEN WRAP WITH 3M SCOTCHRAP NO. 51 BLACK PVC TAPE (3/4" OVERLAP) 13 TO POINT OF CONNECTION ADAPT AS REQUIRED RP BACKFLOW PREVENTER V % SCALE: NTS 10 30" LINEAR LENGTH OF WIRE COILED U2 APPROVED WATERPROOF WIRE CONNECTORS, TYP. U3 VALVE IDENTIFICATION TAG U4 PLASTIC VALVE BOX WITH LOCKING LID O FINISH GRADE/TOP OF MULCH Q MASTER CONTROL VALVE PER IRRIGATION LEGEND U PVC SCH 80 NIPPLE (CLOSE) U8 PVC SCH 40 MALE ADAPTER D PVC MAINLINE PIPE 10 BRICK (1 OF 4) 11 6" MIN. LAYER OF PEA GRAVEL (2 CU.FT.) 12 CONTROL WIRES 13 SCH 80 PVC UNION G EXTENSION LENGTH AS REQUIRED O 15 LANDSCAPE FABRIC MASTER CONTROL VALVE LJ % SCALE: NTS U FINISHED GRADE IN TURF AREAS U PLASTIC RECTANGULAR VALVE WITH LOCKABLE COVER. HEAT BRAND "FS" ONTO LID. 30 FLOW SENSOR, PER IRRIGATION LEGEND O FINISHED GRADE IN SHRUB AREAS 024" WIRE LOOP O 45 DEGREE PVC MAINLINE FITTINGS U 6" MIN. LAYER OF PEA GRAVEL (2CU.FT.) 80 BRICK SUPPORTS 90 PVC MAINLINE PIPE 10 LANDSCAPE FABRIC 11 PVC MAINLINE PIPE TO MASTER VALVE (NOT LESS THAN 10 PIPE DIAMETERS) PER SPECS. AND PLAN. NOTES: INSTALL FLOW SENSOR PER THE MANUFACTURER'S RECOMMENDATIONS Akin Innoc Tn iD0ir'-nTION CONTROLLER. FLOW SENSOR L % SCALE: NTS O FINISH GRADE U ROUND PLASTIC VAL% O GATE VALVE- MAN UF) AND MODEL AS INDIC, LEGEND, OR APPROV' O EXTENSION LENGTH - AS REQUIRED U5 PVC MALE ADAPTER O 6" MIN. LAYER OF PEA GRAVEL (2 CU.FT.) U7 IRRIGATION MAINLINE 80 LANDSCAPE FABRIC F GATE VALV SCALE: NTS we] IRRIGATION LEGEND QTY SYMBOL MANUFACTURER MODEL NUMBER PSI RADIUS GPM DETAIL REF InTv 4ZVI1ARnl AAAAII IPArTI IPPP flAnllPl All I11ARI=R DETAIL REF 1 F H T Q 10 KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: F H I T Q 1. 12 STATION RAINBIRD ESP LXME SERIES IRRIGATION CONTROLLER 272 • P40 2. INSTALLED WITHIN MODE L#VITSB-22SS, STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. RAINBIRD 1804 -SAM -PRS WITH HUNTER PCN -25 PRESSURE COMPENSATING NOZZLE 15-70 FLOOD 0.25 mwmiliv 12 14 G/L6 40 A O APPROVED BACKFILL RAINBIRD RWS-B-C-1401 ROOT WATERING SYSTEM EACH SYSTEM REPRESENTS 2 (.25 GPM) RWS BUBBLERS 20 FLOOD 0.50 (MODEL#KCPLXME-RG) RAIN SENSOR WITH VANDAL GARD 1 H/L6 78 RWS TOTAL InTv 4ZVI1ARnl AAAAII IPArTI IPPP flAnllPl All I11ARI=R DETAIL REF 1 ® AVAILABLE AT SPECLINE# RB3ESP12LXMEF/ VITSB-22SS/RB91Q4602B/KCPCSA-LXMEF24/ KCP113GR A/L5 10 KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: .�=. o °°00 °OgooOo °� Ogg° SUPPLY 1. 12 STATION RAINBIRD ESP LXME SERIES IRRIGATION CONTROLLER Qo0 0 o°Ob3 P40 2. INSTALLED WITHIN MODE L#VITSB-22SS, STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. 1/4" TUBING CLAMP - BOTH THE Mau 9 1-0 3. INSTALLED WITH MODE L#RB91Q4602B GPRS/CELLULAR NETWORK MODULE mwmiliv 12 14 Mw :. 4. INSTALLED WITH MODEL#KCPCSA-LXMEF24 SUB-ASSEMBLY/TERMINAL STRIP O APPROVED BACKFILL 5. INSTALLED WITH MODEL#KCP113GR GROUNDING PACKAGE FINISH GRADE 10 O PVC MAIN LINE TO VALVE AVAILABLE AT (MODEL#KCPLXME-RG) RAIN SENSOR WITH VANDAL GARD 1 ® KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: HUNTER MINI-CLIK RAIN SENSOR MOUNTED WITHIN B/L5 t VALVE BOX & LOCKABLE COVER SUPPLY HUNTER #SG -MC STAINLESS STEEL SENSOR GUARD ENCLOSURE. 30 PROPORTIONING CAP WITH FEED •"" FEBCO (MODEL#825Y) 2" RP BACKFLOW PREVENTER ADJUSTMENT KNOB 1 B O INSTALL 4" THICK CONCRETE PAD WITHIN STRONGBOX SBBC-45SS SMOOTH TOUCH BACKFLOW ENCLOSURE C/L5 DIRECTION ARROW O EZ-FLO FERTILIZING SYSTEM INSTALL V.I.T. POLAR BEARIER #PBB-45 SLIP-ON INSULATING COVER. 6" MIN. LAYER PEA GRAVEL hitidd#7H 4b 1�@# tLa7ka5:l '#la I :AW 20 0* w9ftlio mmv Rem AVAILABLE AT (MODEL#KCPFLOWCOMBO-100) MASTER CONTROL VALVE/ FLOW SENSOR COMBINATION. D&E/L5 1 My / FFS KERN TURF THE ABOVE SPECIFICATION INCLUDES THE FOLLOWING: �momo otmpmm.�� FLOW PREVENTER SUPPLY 1" RAINBIRD PEB MASTER VALVE AND 1" RAINBIRD #FS100P FLOW SENSOR WITH PLASTIC TEE. 4 N APOLLO (MODEL#122T) 2 GATE VALVE F/L5 12 0 RAINBIRD (MODEL#PEB-PRS-D) PRESSURE REGULATING CONTROL VALVE - SIZE PER PLAN G/L5 4.lknm ALA WN T ror INSTALL VIDY AND SCH 80 BALL VALVE ON MAINLINE SIDE & 1 SCH 80 UNION ON LATERAL SIDE (ALL VALVES) 1 EZ EZ-FLO (MODEL#EZ010-HC) 10 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN 36"x24"x24" VALVE BOX H/L5 .;sem•mmmwa _ AS APPROVED PVC PIPE SCH 40 MAINLINES TO BE USED FOR PIPES 2" AND SMALLER, SIZE PER PLAN A/L6 .4LOKVMM WOW WM 6 Aw rmavwTim ftlawhTm 18" MINIMUM COVER mimvftr4i..dm"� AS APPROVED SCH 40 PVC LATERAL LINE - 12" MIN. COVER; SIZE PER PLAN - 3/4" MINIMUM SIZE A/L6 AS APPROVED PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE B/L6 CITY OFRAK.119-.aLD ...:.... 1..�.;=....... INSTALL WITH 30" MINIMUM COVER AT ROAD CROSSING NO SYMBOL AS APPROVED IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L. APPROVED) #14 AWG CONTROL WIRES, #12 AWG COMMON WIRE, ROUTE WITH MAINLINE COLOR OF WIRES TO BE AS FOLLOW: COMMON WIRE - WHITE CONTROL WIRE - BLACK A&B/L6 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 NO SYMBOL 3M DBR/Y-6 WIRE CONNECTORS- INSTALL PER MANUFACTURER'S RECOMMENDATIONS C/L6 NO SYMBOL APPLIED VALVE BOX WITH DROP IN STYLE LOCKING LIDS; EACH BOX TO BE HEAT BRANDED WITH PROPER ID D&E/L6 13 ENGINEERING STANDARD RECTANGULAR SERIES 1015 1 G2 VALVE BOX FOR RCVS & FLOW SENSOR 2 JUMBO RECTANGULAR SERIES 1320 1 G2 VALVE BOX FOR MASTER VALVE & FLANGED GATE VALVES 9 9" ROUND SERIES 910L 1 G2 VALVE BOX FOR NON -FLANGED GATE VALVES AND QUICK COUPLERS NO SYMBOL N/A CONCRETE THRUST BLOCKS TO BE INSTALLED WHEREVER MAINLINE TEES OFF OR CHANGES DIRECTION F/L6 6 (3 RAINBIRD (MODEL#44LRC) QUICK COUPLER WITH TSJ-18 TRIPLE SWING JOINT. G/L6 INSTALL WITHIN APPLIED ENGINEERING 9" ROUND VALVE BOX REMOTE CONTROL VALVE G NTS NOTE: ITEMS 3, 4, 5, 6, 7 AND 8 ARE -INCLUDED WITH THE EZ-FLO SYSTEM. ITEM 11 IS PURCHASED SEPARATELY. 8 I O WATER IN - CONNECT BLACK 10 TUBE TO BLUE CONNECTIONS .�=. o °°00 °OgooOo °� Ogg° ON PROPORTIONING CAP AND Qo0 0 o°Ob3 P40 orb Opp o°p°O 11U8 1/4" TUBING CLAMP - BOTH THE Mau 9 1-0 mwmiliv 12 14 Mw :. TUBING CONNECTIONS O APPROVED BACKFILL O 1 FINISH GRADE 10 O PVC MAIN LINE TO VALVE O2 PLASTIC 30" L x 18" D x 17" W MANIFOLD t VALVE BOX & LOCKABLE COVER 11 EZ BALL VALVE COUPLING 30 PROPORTIONING CAP WITH FEED •"" CONNECTOR - INSTALL "mft ADJUSTMENT KNOB swumfigu"vm O EZ-FLO SHUT OFF VALVES DIRECTION ARROW O EZ-FLO FERTILIZING SYSTEM 12 6" MIN. LAYER PEA GRAVEL hitidd#7H 4b 1�@# tLa7ka5:l '#la I :AW 20 0* w9ftlio mmv Rem (2 CU. FT.) Mol kr-wa PVC MAIN LINE FROM BACK - 6 O �momo otmpmm.�� FLOW PREVENTER TUBE TO GREEN CONNECTIONS ON A&IM 0044m •� �Am ftm-11 tN PROPORTIONING CAP AND COUPLING 14 LANDSCAPE FABRIC idaulpAliv Y'AL%t' bm, Nd -%,*i $S LT Maw 40vPw33R:umvw EZ-FLOFER[IL IZING SYSTEM CH 4.lknm ALA WN T ror SCALE: NTS .0<-MWf. .;sem•mmmwa .4LOKVMM WOW WM 6 Aw rmavwTim ftlawhTm mimvftr4i..dm"� CITY OFRAK.119-.aLD ...:.... 1..�.;=....... DFT.'S. Ls POP, RT::11{0 T S CONN - f . vA_ llvLs REMOTE CONTROL VALVE G NTS NOTE: ITEMS 3, 4, 5, 6, 7 AND 8 ARE -INCLUDED WITH THE EZ-FLO SYSTEM. ITEM 11 IS PURCHASED SEPARATELY. /•5-72(o7 �0DSCAPF RIOSof LLj i lure fSEPTDhKR 30.2016 Ex i t `rl ate 9TF OF Cp\�� DATE MARCH 15,2016 SCALE N/A DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PHASE 1 & 2 TRACT 7267 WILDHORSE BAKERSFIELD, CA RIVER RANCH COMMUNITY, LLC 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (661) 994-1851 SHEET DESCRIPTIO N IRRIGATION LEGEND, DETAILS AND NOTES R E V I S I O N S 2/5/16 PER PARKS 8 REC COMMENTS 2/29/16 PER PARKS & REC COMMENTS 3/15/16 PUBLIC WORKS COMMENTS SHEET N U M BE R L50F 12 PROJECT NUMBER 15-254 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. 8 I O WATER IN - CONNECT BLACK 10 TUBE TO BLUE CONNECTIONS .�=. o °°00 °OgooOo °� Ogg° ON PROPORTIONING CAP AND Qo0 0 o°Ob3 COUPLING orb Opp o°p°O 11U8 1/4" TUBING CLAMP - BOTH THE 9 1-0 GREEN AND BLUE COUPLING 12 14 TUBING CONNECTIONS O APPROVED BACKFILL O 1 FINISH GRADE 10 O PVC MAIN LINE TO VALVE O2 PLASTIC 30" L x 18" D x 17" W MANIFOLD VALVE BOX & LOCKABLE COVER 11 EZ BALL VALVE COUPLING 30 PROPORTIONING CAP WITH FEED CONNECTOR - INSTALL ADJUSTMENT KNOB ACCORDING TO WATER FLOW O EZ-FLO SHUT OFF VALVES DIRECTION ARROW O EZ-FLO FERTILIZING SYSTEM 12 6" MIN. LAYER PEA GRAVEL PER IRRIGATION LEGEND (2 CU. FT.) 13 PVC MAIN LINE FROM BACK - 6 O FERTILIZER OUT - CONNECT CLEAR FLOW PREVENTER TUBE TO GREEN CONNECTIONS ON PROPORTIONING CAP AND COUPLING 14 LANDSCAPE FABRIC EZ-FLOFER[IL IZING SYSTEM CH SCALE: NTS /•5-72(o7 �0DSCAPF RIOSof LLj i lure fSEPTDhKR 30.2016 Ex i t `rl ate 9TF OF Cp\�� DATE MARCH 15,2016 SCALE N/A DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PHASE 1 & 2 TRACT 7267 WILDHORSE BAKERSFIELD, CA RIVER RANCH COMMUNITY, LLC 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (661) 994-1851 SHEET DESCRIPTIO N IRRIGATION LEGEND, DETAILS AND NOTES R E V I S I O N S 2/5/16 PER PARKS 8 REC COMMENTS 2/29/16 PER PARKS & REC COMMENTS 3/15/16 PUBLIC WORKS COMMENTS SHEET N U M BE R L50F 12 PROJECT NUMBER 15-254 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. �N, DS CA ��c�p �• RIOSrn W n CC � i not re * / SEPT9IA ER� 3p, . `rl / ote OF CK\ - D A T E MARCH 15, 2016 S C A L E REFER TO DETAIL DRAWN BY MER CHECKED BY JR IRRIGATION PLAN NOTES 3RF -- - a q P' L=.i3bt'FTtl:ec.iat.� u7S MuCONTRACTOR HALL PROVIDE ALL LABOR MATERIALS AND EQUIPMENT S O , NECESSARY TO FURNISH AND INSTALL THE IRRIGATION SYSTEM AS SHOWN ON N. s� 'c:..�E.+eGRaffiVli�S:?$'i,f°.°s$ifF �.. THE DRAWINGS, AS DESCRIBED IN THE SPECIFICATIONS, AND IN ACCORDANCE . ' ' ' ,` <t 4 � V WITH APPLICABLE CODES AND ORDINANCES. say t rs std o E 1P9a7P ,. ,ems ov 4w '�1 '"�~"K. P.�€imxra%W*Nwra rte, L•?�.�L'..`'�d..+�i .'; DESIGN REFLECTS COMPLIANCE WITH CALIFORNIA STATE ASSEMBLY BILL 1881 3`S:i@T R3�`eR AVAAtP •Of Q�PFIP`ES```�87312.'Y?dM..iY�.Ed7 (AB 1881) AND THE STATE'S MODEL ORDINANCE AND/OR THE LOCAL GOVERNING WOM xP-tta,t�Rr'�'At�?+ AGENCY'S ADOPTED WATER EFFICIENT LANDSCAPE ORDINANCE. &i79.§l aRf�f''sS,9;`i'th 1fA:;y;^: :\ :fit':>:.:Ii+f2sTlActE 00 RM ma U"Wfftlft R" f?&i. �4'tkzk�!'E±F:Y'%t�T�iaL%'Ya �`WWUW NAWM" DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL BE RESPONSIBLE FOR fs am ''a >'i:�>ADJUSTMENTS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. .� � CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR OPTIMUM kv> gig L.tRk.L AAQATiR°AR'+"atd 37f.dd§?-,,.,.yi,.:f RCV F.,. RPERFORMANCE WARM :.' ..`...• S�B3bb'377fA IN ACCORDANCE WITH THE SPECIFICATION NT ^ OVERSPRAY ONTO HARDSCAPE AREAS OR STRUCTURAL ELEMENTS. THIS ::Ar. IRRIGATION .. ,,,; :: SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT ACTUAL SITE AO "M *0"t* Eem F CONTROL VALVEcc 1 VALVE BOX WITH LOCKABLE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO . ��-M '� COVER .: OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. COSTS NAWA* � A17 2 2 BRANDING, PER THE IRRIGATION SPECIFICATIONS. rINCURRED VO4m, SIM 4A* � �„`';�:`<V.:--: ...,�,`\�,: "., yp.••-P.C�. '.l�fi1 DUE TO ANY ADJUSTMENTS FOR 100% COVERAGE, INCLUDING THOSE REQUESTED BY THE DISTRICT'S AUTHORIZED REPRESENTATIVE SHALL 3 4 � BE THE RESPONSIBILITY OF THE CONTRACTOR. ASaBa�s�u `,SS.R'R.l11ilF 3 CONTROLLER DESIGNATION O `~`' - Ei9i�4iA3?sA+f?'4P`bKPiiKF�M�. Y�}bSi ;::i' OF L O VALVE IDENTIFICATION ENHR{3Xff...... ` '" `�''---------------------------- SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE P.S.I. AND A 5 A G4 MAXIMUM DEMAND G.P.M. AS SHOWN AT EACH POINT OF CONNECTIONON ( ) i ' CITY Y �� - S ROUND VALVE BOX WITH E � [ D DEMAND A T DRAWINGS. CONTRACTOR SHALL VERIFY PRESSURE AN A THE D Y�d i. .A.ai .A A:A�.d4 YaL IL DRi r�.Ta LOCKABLE COVER. PREVISIONS Q ..g R ., < N4 (iY iaT$iit7 CITY CITY O1�t15t�L, EACH POINT OF CONNECTION PRIOR TO COMMENCING INSTALLATION AND TP_F'(3311fir0, .AXD It* AC.KFEKL, L .�N. M. CAPE AW -11 RIC'sAY"MN MA.ifi-'" POP � g IRRIGATION VARI IKSI RIGiNTIONHEADS SUBMIT SUCH IN WRITING TO THE DISTRICT'S AUTHORIZED REPRESENTATIVE. ft -AN �- WIT L- CONTROL ANY DISCREPANCIES EXIST, THEY SHOULD BE BROUGHT TO THE IMMEDIATE " ATTENTION OF THE DISTRICT'S AUTHORIZED REPRESENTATIVE. ....................................................................................... .......................................... ............................................................................................................... PLAN VIEW ..._......_.....--_._..___._._..._....... _......._........_._......__........................ __..___..__........ __._....__.._.....-._....__... EQUIPMENT SHOWN IN HARDSCAPE AREAS ARE FOR DESIGN CLARIFICATION TRENCHING AND BACKFILL A SCALE: NT S VALVE BOX HEAT BRANDING D IRRIGATION HEADS ONLY AND SHALL BE INSTALLED WHENEVER POSSIBLE WITHIN PLANTED APE. REASONABLE, REACHABLE DISTANCE FROM HARDSCAPE. AREAS A C SCALE: NTS SCALE: NTS 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 NOTES: CODES. 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING THE VALVE. WHEREVER POSSIBLE, CONTROL WIRES SHALL OCCUPY THE SAME TRENCH now AAA 2. SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER IN GROUNDCOVER/ AS PIPES. SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA. O MULCH- INSTALL WHERE LOCATED IN SHRUB BEDS r. `-� :. 3. SET RVC AND VALVE BOX ASSEMBLY IN GROUNDCOVER/SHRUBRREA 2 O EACH CONTROLLER SHALL HAVE ITS OWN INDEPENDENT GROUND WIRE/ Y WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUNDCOVER DOES NOT FINISH GRADE 1 4 GROUNDING ROD. EXIST ADJACENT TO LAWN. O GRATED CAP 2 3 SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 4 BUBBLER PER LEGEND BOXES. CONTRACTOR TO LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT AND EVERY 100' ON CENTER ALONG WIRE RUN. TAPE WIRE BUNDLES 10' ON : COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. INCLUDED ( ) CENTER. NO TAPING WILL BE PERMITTED INSIDE SLEEVES. 6. IDENTIFY VALVE BOX WITH CONTROLLER LETTER AND VALVE NUMBER O CHECK VALVE (INCLUDED) 5 f� A�ta4.xwmm USING 1 %- " 2" LETTERING; HEAT BRANDED. O PATENTED STRATA ROOT SYSTEM WIRE CONNECTORS SHALL BE SCOTCH DBY/R-6 OR APPROVED EQUAL. .� .::•`, rv�>:,.1'.` K#.ia�axa4ant{y �i�' <w•� O SWING JOINT (INCLUDED) CONTROL VALVES SHALL BE SIZED AS DESIGNATED ON THE DRAWINGS AND ; �. ��;:w,-&WASHALL 6 BE INSTALLED IN VALVE BOXES AS INDICATED IN THE DETAILS. BOXES 80 PVC LATERAL PIPE SHALL BE SET FLUSH WITH THE FINISH GRADE OR SURFACE AND Nx '`4' s' ` O PVC SCH 40 TEE OR ELL 00 PERMANENTLY MARKED WITH THE LETTERS R.C.V. AND THE STATION NUMBER. Ems' AiDif 12" 12" 12" 12" 1 10" ROUND VALVE BOX O O 14"x19" RECTANGULAR 10 O ROOT INTRUSION BARRIER (INCLUDED) INSTALL WITH FILTER FABRIC SLEEVE o0 THE BACKFLOW PREVENTION DEVICE INSTALLED IN THE PREVIOUS PHASE SHALL PROVIDE BACKFLOW PROTECTION TO THE POTABLE WATER SUPPLY. h # + A t5Y2€iY 30000 VALVE BOX ❑❑❑❑F❑❑ ❑❑ 000 ❑❑❑❑❑❑❑❑000 ❑❑❑❑008 CONTRACTOR SHALL INSTALL ANTI -DRAIN CHECK VALVES AS NECESSARY TO � O 23"x 33" RECTANGULAR 00❑0000❑❑❑ ❑❑❑000❑❑❑❑ ❑❑80880800 0000000000 ❑❑000000000 PREVENT LOW HEAD DRAINAGE. VALVE BOX ��000 .„, OF AST1LD� 4 U4 EDGE OF LAWN, WALK, 8 ❑❑❑ SH GRADE OF THE IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO FINISH - 2 N 9 10 AREA TO BE IRRIGATED UNLESS OTHEWISE DESIGNATED ON THE PLANS. * '`3�DBACK''L •rR£�d;'tTf'a, T FENCE, CURB, ETC. rU,K'1�' �I �� (�+�, :�xt~S�3I33§CILL z°"''A" BUBBLERS SHALL BE LOCATED ON OPPOSITE SIDES OF TREES TRUNK. u_ ..\\u.,,.........,...___.,, , } R^"..,,uaw y7F �y :�xY: u3:>. cc:::: tiss:i3T i..�- ❑❑ C3 C30 C3 PLAN VIEW S 000 0❑00 ❑ 00❑000❑❑❑ECTION HN SLEEVING VALVE BOX INSTALLATION TREE WATERING SYSTEM BSCALE: E H NTS SCALE: NTS SCALE: NTS IRRIGATION PRESSURE CALCULATIONS PRESENT WATERING RESTRICTIONS- 3 DAYS PER WEEK 10 LOW VOLTAGE WIRES, 3 MAXIMUM I f Static Pressure: 70.00 RLN 2 WIRES PASS THROUGH GROOVES IN TUBE LID TOVALVt O ALLOW LID TO CLOSE 2 r:.:`:.:.;:',.. -� " ...:..:: ..,......... k Controller:: IRRIGATION CONTROLLER TIIUIES Max. GPM Demand: 15.00 PLANT TYPE # SPRINKLER TYPE Ete A,Kc PR RATE IE RUN TIME ..................... QUANTITY RUQ 'tib (HOURS) I?a � Per Ystee k: 3 8 .f €' HC3URS I{R Description GPM Unit PSI Loss _ ................................... :� 1 Units Size Type D YP p :Shrub and Ground Covers: CLOSE TUBE LID AFTER W 3 R IRE IS INSERTED INTO ............... i3.9(# 0..3.. 9 1.24.. . TUBE :... ..:.,....s ., , ..., k,: ',, ��-° :�yh �:; � 1 �� 2 D W t M 15 00 00 00 Disc Water Meter . `Shrubs Bubblers 8.60 0,603 2.67 3 U.�i3 r :Tree Bubblers 8.60 0.60 1.93 0.80 0.21 3 4 POLY TUBE PRE -FILLED WITH WATERPROOF GEL O 1 2" Bronze RP BFP 15.00 12.00 ...._ ..... .......... ..... ...... ................ ...... ... ...... _. 4 5 LOCK TABS PREVENT WIRE REMOVAL ONCE O � A OF C^m "X6 v><: a- ri Plastic Master Valve 15.00 02.75 ............................... .................... CYCLES PER DAY': I. TOTAL NUMBER OF STATIONS: 42 IN HOURS::1.$4 CONNECTOR IS INSERTED - <M ti 1" Plastic Flow Sensor 15.00 01.00 TOTAL_ RUN TIME O6 SCOTCHLOK ELECTRICAL SPRING CONNECTOR. ::::_.:, `" = 400 ,� 2 Sch. 40 Main Line 15.00 00.75 CALCULATIONS ABOVE ARE FOR THE WORST CASE SITUATION, (MONTH OF JULY) WIRES SHALL BE PRE -STRIPPED OF 1/2„ OF THE 5 INSULATION PRIOR TO INSERTION INTO THE 1 2" Brass Gate Valve 15.00 00.00 CONNECTIOR. TWIST CONNECTOR ONTO WIRES I..LLPAkf8a3 2gA �E Wnm56 3/4" Sch. 40 Lateral Line 01.00 00.06 6 TO SEAT FIRMLY. oma, SCOTCHLOK CONNECTOR AND WIRES INSERTED E� 30 30 3/4 Sch. 40 Lateral Line 02.00 00.12 3/4" Sch. 40 Lateral Line 03.00 00.25 INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS36 3/4" Sch. 40 Lateral Line 04.00 00.51 s '0 0 33 28 30 3/4" Sch. 40 Lateral Line 05.00 00.71 3/4" Sch. 40 Lateral Line 06.00 00.84 1" Sch. 40 Lateral Line 07.00 00.37 NOTE:, WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE" 5 1-1/4 Sch. 40 Lateral Line 15.00 00.07 TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED.,. Misc Fittings Allowance 01.00 PREFILLED WITH GEL. ;k5,3y CITY O .A,K:R,SEIEL I is 8(R:k,P3\ Component Losses: 20.43 DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT (2 - 3) DfiTA[ S r'Oft'f11R IST 8 LOCKS #14 OR (2) #12 PRE -STRIPPED COPPER WIRES. LARGER WIRES OR GREATER Sir QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE NO �3`...<'?<:... Kra,o afa%Qs,'kA• 04...4 <,R'x £>'rk Station #: Min. Req'r by Head: 20.00 CONNECTION. .._._...__..__._.._........_.._._.... _....__..................... __.._..._._.......... Farthest System 6.3' Elevation Loss: 02.74 WATERPROOF WIRE CONNECTION CSCALE: THRUST BLOCKS F Total PressureReq'r: 43.17 NTS SCALE: NTS Residual Pressure: 26.83 �N, DS CA ��c�p �• RIOSrn W n CC � i not re * / SEPT9IA ER� 3p, . `rl / ote OF CK\ - D A T E MARCH 15, 2016 S C A L E REFER TO DETAIL DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PHASE 1 & 2 TRACT 7267 WILDHORSE BAKERSFIELD, CA RIVER RANCH COMMUNITY, LLC 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (661) 994-1851 S H E E T D E S C R I P T I O N IRRIGATION DETAILS NOTES AND CALCULATIONS AIAMM�41M 2/5/16 PER PARKS & REC COMMENTS 2/29/16 PER PARKS & REC COMMENTS 3/15/16 PUBLIC WORKS COMMENTS SHEET N U M B ER L60F 12 PROJECT N U M BE R 15-254 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 PROJECT NOTES 1. Contractor shall be responsible for meeting all City of Bakersfield standards and specifications. Contractor will also be responsible for contacting the public utilities to start electrical and water service in time for construction. 2. Contractor shall be responsible for meeting all appropriate public utility standards, specifications and methods of construction. 3. Prior to the start of construction, all utility service meters (water and power) should be installed and fully operational. 4. Contractor shall be responsible for contacting City Recreation & Parks, 661-326-3354, and Public Works, 661-326-3049, for an on-site pre -construction meeting. 5. Contractor will coordinate construction with the appropriate City inspection official so that inspections can be made at critical construction periods but in no case less than: 1) At the start of construction, 2) Prior to any back filling, 3) Prior to the installation of any plant material. 4) At the end of construction but prior to start of post -installation maintenance, and 5) At the end of post -installation maintenance period for written City acceptance. 6. Contractor will perform maintenance as identified in the specifications. All cost incurred until this time will be at the expense of the contractor. 7. Contractor is responsible for securing final written acceptance by the City of Bakersfield for this work. In no case will the contractor be released from maintenance of the irrigation system or maintenance and replacement of dead, dying, damaged, or otherwise unsuitable plant material until the City, in writing, accepts this work. 8. Contractor will field verify finished grades and verify that there is positive surface drainage in all planters, turf areas and away from all planting holes. If positive drainage does not exist notify landscape architect prior to proceeding for written authorization and instructions to proceed. 9. City of Bakersfield standards and specifications sheet, included with this drawing set, and C.O.B. standard details take precedence over all other specification or details. 10. All trees under utility lines are subject to change per C.O.B. 11. Contractor shall install a 6" concrete mow curb as per C.O.B. standards at each phase line and limit of construction line & a 9" mow curb between wall and turf areas 12. Provide root barriers for each tree within 6' of any existing or proposed paving or structure. 13. All plant material shall be approved by the owner's representative. 14. No planting shall be planted until the installation of the irrigation system is completed, final grades have been established, planting areas have been properly graded, and soil prepared and the work has been approved by the owner's representative. 15. Contractor shall demonstrate to the owner's representative the furnishing and installation of specified soil amendments whether a soils test is required or not. 16. Contractor is responsible for care and maintenance of any existing landscape and irrigation system during construction. 17. Contractor shall indicate irrigation sleeves by chiseling "IR" on the face at each location. 18. Prior to installation of any signage, subdivider shall submit two copies of subdivision identification sign plans to the Building Director for review and approval pursuant to BMC Section 17.60.110 (N). One copy of the signed plan shall also be submitted to the Parks Division for review and approval. Sign plans shall include copy, dimensions, color materials, lighting, anchorage and location of sign(s). Approval of wall plans by the Public Works Director does not include approval of any signage. 19. Uniform development is required for this project. Should any portion of any phase or subsequent phases be constructed at different intervals where the point of connections are located in an area other than the current project area, the developer shall be responsible for all incurred costs associated with the affected areas until the project's maintenance period has been completed and a written final acceptance from the C.O.B. has been achieved. GENERAL IRRIGATION NOTES 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 tunes 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 in a Strong Box model 22 -SS. Verify with C.O.B. prior to installation. Install as per C.O.B. specifications. 10. Quantities indicated on irrigation schedule may not be accurate. Contractor shall be responsible to install all materials as 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.). Each box lid shall be heat branded. Verify with C.O.B for exact configuration. 12. Contractor shall provide and install two hot wires to each valve. Connect one (black) and the second (red) will be a spare. One (blue) wire shall be used for the master valve. Verify with C.O.B. 13. Contractor shall provide and install two root watering systems per tree. Verify with C.O.B. for exact configuations. 14. Contractor shall provide and install a schedule 80 PVC unions and ball valve, the same size as the valve, at each valve location. Verify with C.O.B for exact configuration. 15. The developer shall be responsible for assuring that any concrete footings from the adjacent block wall does not interfere with the installation and/ or location of the irrigation and landscape materials. 16. Contractor shall pressure test mainline at a min. of 125 PSI for (2) hours. To be verified by with C.O.B. GENERAL LANDSCAPE NOTES GENERAL RECORD DRAWING NOTES \ADSCApF 1. Premium quality plant material is required for this project. No plant material will be 1. The Contractor shall provide and keep up to date a complete "field record" set: of blue line prints which VBIOS accepted for this project unless it meets or exceeds the upper end of the industries shall be corrected daily indicating every change from the original drawings and specifications including standards for the sizes specified. All plant materials must be of excellent form, size, rn health, and crown density. Any plants that do not meet this standard will be rejected by exact locations, sizes, and kinds of equipment. These drawings shall also serve as work progress sheets W c> the architect or the City representative. and shall be the basis for measurement. This set of drawings shall be kept on the site and shall be used o1ir * SEPT M ER 30.2016 only as a field record set. Ex ° 2. Trees shall be staked as per the details and specification.sT ate 2. The Contractor shall make neat and legible annotations thereon daily as the work proceeds, showing the 9TF OF CAV\�� 3. There shall be no substitutions or deletions from any plant materials without written approval from the landscape architect, the owner, and the City's representative. work as actually installed. These drawings shall be available at all times for inspection and shall be kept in a location designated by the Landscape Architect or the owner's representative. 4. The Developer shall conform to all City codes and requirements, including all inspections pertaining to this installation. 3. The Contractor shall dimension from two permanent points of reference the location and changes of the DATE MARCH 15, 2016 following items including but not limited to: S C A L E N/A 5. All landscape details shall be in accordance with C.O.B. standard details and as directed a. Connections to existing water lines by the city engineer. b. Connections to existing electrical power DRAWN BY MER 6. All trees shall be placed behind the line of sight as indicated on the plans. Verify with the c. Gate valves C.O.B. or landscape architect prior to construction or tree installation. d. Routing of pressure main line pipe CHECKED B Y JR e. Sprinkler control valves 7. Prior to the final C.O.B. acceptance, the contractor shall apply a pre -emergent wed f. Routing of control and common wire 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. g. Quick coupling valves h. Irrigation sleeve locations 8. Landscape areas without an adjacent wall at rear of landscape area shall have a concrete i. Plant material substitution or layout changes mow strip at the back of the landscape area. Refer to C.O.B. standard detail. the Contractor shall deliver the corrected field record set to the o, 4. Before the date of the final inspection, 2 redwood bark chis rr 9. Contractor shall install on all landscape areas a2 layer of mulch:P r ate a clean set of record drawin s .All work shall '` I>< .<Xx .: Landscape Architect who will use the information to c e g ®��, supplied from a fresh water mill. Mulch shall be uniform in color and free from weeds,'''' \ � ` PP be subject to approval b the Landscape Architect or the owners representative and is subject to J P P Y P P J ,•t tt tive materials and linters. An dyed products will not be .>,,:..:,,.. ti.,..:�,.:�:< sawdust, seeds, construe P Y Y P �,:;:;:>.:>::..:: ��;� �>::,::::>,. accepted. Contractor to provide C.O.B. samples for approval verification. Delivery of the "field record" set will not relieve the contractor of the responsibility of »,- _:. . furnishingrequired information that may be omitted from the prints compiled at the site. The Landscape . :>_ *_ * 1>; * , ME toME 111000 he developer shall be f rmation to roduce: .,,,:l:X. ::<;;\..; ,: ::: 10. Quantities on the landscape legend may not be accurate, t p Architect wi II use the in o p «_:: .��\�. responsible to install all plant material as per designed plans or as directed by the submitted to the Cit of Bakersfield as the official P P P g P a. A clean set of record drawings which will be ON .;w City's representative. .r:: �' tivRecord Drawings" for the project. >._„ W.;; \ b. The Contractor shall stain and sign each sheet to indicate Record Drawings as provided by;,`<» \\\, 11. All trees under utilitylines are subject to chane r C.O.B. P g;;;:., \� contractor's representative. 12. All plant material shall be inspected b the C.O.B. prior to planting. c. Controller charts shall be produced from the final approved "Record Drawings" �`:; P P Y P P g• P PP g � \� ®l 6. Controller Charts: MAINTENANCE PERIOD NOTES a. Provide one controller chart for each controller supplied and one electronic copy. R I OS DESIGN STUDIO 1. The contractor shall provide all labor, materials and equipment to perform work during b. The chart shall show the area controlled by each automatic controller and shall be reduced in LANDSCAPE ARCHITECTURE &DESIGN the post -installment maintenance period, as specified herein including but not limited to: size to an 11" X 17" of the approved "Record Drawings". adequate watering of plant material and controlling weeds, rodents and other pests for a c. The chart shall be a blueline ozalid print and a different color shall be used to indicate the area of 3805 ORA VISTA AVENUE minimum period of three hundred and sixty-five (365) days. coverage for each control valve station. BAKERSFIELD, CALIFORNIA 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 d. When completed and approved, the charts shall be sealed by a plastic laminating process and 93309 & Parks Department. spiral bound. The plastic laminating sheets shall be a minimum of 10 mil. thickness each. P: 661.835.9259 3. Cost incurred due to damage or replacement during the post -installation maintenance F: 661.367. 5284 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 PROJECT &CLIENT NAME with a non-selective post -emergent herbicide as specified by a weed abatement company, PHASE 1 & 2 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 TRACT 7267 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 WILDHORSE herein have not been strictly adhered to, then the days accruing toward completion of said maintenance period will be terminated. The maintenance period will be extended one (1) BAKERSFIELD, CA 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 RIVER RANCH satisfactory condition, then, and only then, will the City re -accept the area in writing. 7. The contractor shall properly and completely maintain all parts of the irrigation system. COMMUNITY, LLC 8. The contractor shall provide for delivery of water in sufficient quantities and adjust water application to compensate for seasonal conditions. 998 HUSTON STREET, SUITE C 9. (3) Three weeks prior to the conclusion of the maintenance period, the contractor shall GROVER BEACH, CA 93433 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 PHONE (661 J 994-1851 material of like kind and size and in a manner specified for original planting. If the S H E E T D E S C R I P T 1 0 N 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 CITY OF BAKERSFIELD limited to: sidewalk areas, walls, fences, mow curbs, valve boxes, tree bases, shrubs, etc. NOTES 10. Before the start of the maintenance period. The contractor shall prepare and submit on a (new) set of blue line prints an "As Built" drawing. The drawings shall include all deviations from the original bid documents made during construction that affect the main lines, controller locations, remote control valves, quick -coupling valves, all sprinkler heads and all plant material. The drawings shall also indicate and show approved substitutions of size material and manufacturer's name and catalog numbers. Also, (2) sets of 11 X 17 laminated "As Built" with highlighted color coded irrigation reference chart and schedule, keys to the controller, and two quick coupler valve keys with gate valve hose bib attachment, shall be submitted to the City. REVISION S 11. Before the start of the maintenance period, the Contractor shall submit all unedited 2/5/16 PER PARKS & REC COMMENTS invoices of said Rain Bird equipment to the City of Bakersfield Recreation & Parks representative for their Maxicom Dollar Fund. 2/29/16 PER PARKS & REC COMMENTS 3/15/16 PUBLIC WORKS COMMENTS /5 -72G SHEET N U M B E R L70F 12 PROJECT N U M B E R 15-254 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 1 04 34 LL. 1 1 1 1 8I PIT TOB _ '1 5 GAL. 2 1 PYR CAI 4" BOX 10 PIT TOB . 5 GAL. Fim" 7 o __ t� tJ� V 1 PYI ` 24" G� MOW CURB LIG JAP 5 GAL. 24" BOX 1 GAL. 13 1 DUA JM HEM HYB 1 GAL. 1 GAL. 13 HEM H` 3 BUX JAP 1 GAL. 1 GAL. .s 1 24" BOX CONCRETE MOW CURB Aw1mr.1%, 1 1 GAL. _ 3M�-i�H�IVI HYB 1 1 GAL. AD TE MOW CURB STREETSCAPE CALCULATIONS TOTAL LANDSCAPE SQUARE FOOTAGE TOTAL LANDSCAPE SQ. FT. ALONG BERKSHIRE ROAD- 9104 SF TREE QUANTITY CALCULATIONS BERKSHIRE ROAD 1171' LF. /30'= 40 STREET TREES 40 TREES DESIGNED 17 TREES EVERGREEN wq-770ITT-TIF-11 "i-, Z 3 1 PYR O 24" BOX '�J � 1 LAU N d" RnX i co PIT TOB 5 GAL. - .... .. M� = o: 24" BOX O _ J 24" BOX PLANTING LEGEND ABBREV. BOTANICAL NAME COMMON NAME SIZE QTY WULCOS TREES PYR CAL PYRUS CALLERYANA ORNAMENTAL PEAR 24" BOX 23 M 'ARISTOCRAT' LAU NOB LAURUS NOBLIS SWEET LAUREL 24" BOX 17 L NOTE: ALL TREES TO BE INSTALLED WITH ROOT GUARD, INSTALLED IN LINEAR FASHION. LINEAR PANELS TO BE 24" DEEP. 20' LONG PANEL TO BE INSTALLED CENTERED AT EACH TREE TRUNK. INSTALL ALONG BACK OF WALK AND ALONG THE PERIMETER WALL SIDE OF THE TREE. INSTALL PER DETAIL B, SHEET L9. SHRUBS BUX JAP BUXUS JAPONICA JAPANESE BOXWOOD 1 GAL HEM HYB HEMEROCALLIS HYBRID DAY LILY 1 GAL WHITE' LIG JAP LIGUSTRUM JAPONICUM WAX LEAF PRIVET 5 GAL PIT TOB PITTOSPORUM TOBIRA VARIEGATED MOCK 5 GAL 'VARIEGATA' ORANGE GROUND COVERS ACA RED ACACIA REDOLENS TRAILING ACACIA 1 GAL 'LOW BOY' �pNDSCAPF BIOS LLj ,k SEP I PER 30.2016 E t. 9TF OF D A T E MARCH 15, 2016 SCALE 1"=20'_0" DRAWN BY MER CHECKED BY JR PROJECT & CLIENT NAME PHASE 1 & 2 TRACT 7267 WILDHORSE BAKERSFIELD, CA RIVER RANCH COMMUNITY, LLC 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (661) 9941851 S H E E T D E S C R I P T I O N PLANTING PLAN REVISIONS 2/5/16 PER PARKS & REC COMMENTS 3 2/29/16 PER PARKS & REC COMMENTS a J 52 M 3/15/16 PUBLIC WORKS COMMENTS N C NOT PUBLISHED. ALL RIGHTS RESERVED. 53 L N 41 M i 64 M to N n U E E' 57 L Q S H E ET N U M B E RN L80F 12 P R O J E C T N U M B E R N 15-254CL • �� RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OiF H COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. C NOT PUBLISHED. ALL RIGHTS RESERVED. CITY OF BAKIERSFIELD DETAIL FOR TEF AND C.O.B. PLANTING SECTIONS n1 "=1'-0" REVISIONS NOTES 1. CONNECT DEEP ROOT PANELS TOGETHER. PLACE MATERIAL IN TRENCH, CENTERED ON TREES INDICATED ON PLAN. BARRIER TO EXTEND ABOVE FINISH GRADE BUT REMAINS AT OR BELOW HARDSCAPE SURFACE. CONTAINER/ TREE SIZE # OF PANELS PER TREE 24" BOX5 36" BOX 7 0 DEEP ROOT #UB24-2 24" DEEP ROOT BARRIER OR APPROVED EQUAL. SURROUND TREE ROOT BARRIER SCALE: NOT TO SCALE PLANTING PLAN NOTES CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, STRUCTURAL IMPROVEMENTS AND HARDSCAPE SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. PLANT LIST ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY PLAN CHECK. SAMPLES OF FERTILIZERS, ORGANIC AMENDMENT, SOIL CONDITIONERS, AND SEED SHALL BE SUBMITTED PRIOR TO INCORPORATION. CONTRACTOR SHALL FURNISH TO THE OWNER'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED MATERIALS. LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. AMENDMENTS, AS INDICATED IN THE SOILS REPORT SHOWN ON THE DRAWINGS, ARE BASED ON AGRICULTURAL SUITABILITY SOILS TESTS PERFORMED PRIOR TO GRADING AND WERE PRESENTED FOR BIDDING PURPOSES. IF NO SOILS REPORT EXISTS, CONTRACTOR SHALL PROPOSE ON AMENDMENTS AS STATED IN THE SPECIFICATIONS. CLIENT OR CONTRACTOR SHALL OBTAIN AGRICULTURAL SOILS TESTING AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION. TREES SHALL BE PLANTED NO CLOSER THAN TEN FEET (10') FROM UTILITIES. TREES PLANTED WITHIN FIVE FEET (5') OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. cc SECTION PLAN VIEW O 1" IN TURF AREA AND 2" IN SHRUB BED O CONCRETE MOW STRIP WITH Y2" RADIUS ALONG ALL EXPOSED EDGES O FINISH GRADE O #4 HORIZONTAL REBAR, CONTINUOUS - 3" CLEAR 5 NATIVE SOIL OR COMPACTED SUBGRADE 60 3/" BITUMINOUS FELT EXPANSION JOINTS @ 20' O.C. MAX �7 SCORE JOINTS @ 5' O.C. d e e a a ° a I 4 10' O.C. TYP. CONCRETE MOW CURB V SCALE: 1"=1'-0" .e I CONSTRUCT 6" PRONTO BLOCK W/ SMOOTH FACE TO MATCH EXISTING BLOCK WALL ALONG ' BERKSHIRE ROAD WEST. I PATTERN TO BE RUNNING BOND. O COLOR TO MATCH EXISTING WALL, ROLL CAP, I NO SIGNAGE ON WALL. I 2' TYPICAL CROSS SECTION N.T.S. IF, DURING PLANTING OPERATIONS THERE SEEMS TO BE MINIMAL OR NO PERCOLATION IN PLANTING PITS, CONTRACTOR SHALL CEASE PLANTING OPERATIONS AND IMMEDIATELY NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE TO DISCUSS ALTERNATIVE TO MAINTAINING POSITIVE ROOTBALL DRAINAGE MEASURES. CONTRACTOR TO APPLY A 3" LAYER OF MULCH, AS APPLICABLE, IN ALL SHRUB AND GROUNDCOVER AREAS. CONTRACTOR TO SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. CONTRACTOR SHALL THOUROUGHLY MIX'AquaSmart PRO' MOISTURE RETENTION PRODUCT TO THE BACKFILL MIX IN THE PLANTING PITS OF ALL TREES, SHRUBS AND VINES. USE THE FOLLOWING RATES - 36" BOX- 5 CUPS 24" BOX- 2.5 CUPS 15 GALLON- 1 CUP 5 GALLON- 1/3 CUP 1 GALLON- 2 TABLESPOONS CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING HOLGANIX SOIL NOURISHING ROOT STIMULATOR CONCENTRATE TO ALL TREES AND SHRUBS, AS PART OF THE PLANTING PROCESS. 1. FOR 1 AND 5 GALLON PLANT MATERIAL, A ROOT DRENCH SHALL BE PERFORMED. THE CONTRACTOR SHALL SUBMERSE THE PLANT ROOT BALL IN HOLGANIX TREE AND SHRUB CONCENTRATE, AT FULL STRENGTH, UNTIL AIR BUBBLES STOP, THEN PROCEED WITH NORMAL PLANT INSTALLATION PROCESS. 2. FOR 24" BOX TREES THE CONTRACTOR SHALL SPRAY THE PLANT PIT THOROUGHLY WITH HOLGANIX TREE AND SHRUB CONCENTRATE, AT FULL STRENGTH, THEN PLACE THE TREE IN THE PLANT PIT AND THOUROUGHLY SPRAY THE ROOTBALL WITH THE SAME CONCENTRATE BEFORE PROCEEDING TO ADD THE BACKFILL TO THE TREE PLANT PIT. REFER TO VWVW.HOLGANIX.COM FOR LOCAL DISTRIBUTORS i !: r . . 1 I € SOILS MANAGEMENT REPORT THE SOIL ANALYSIS REPORT WAS PREPARED BY MIDWEST LABORATORIES. SODIUM LEVELS ARE VERY HIGH AND ORGANIC MATTER IS VERY LOW. THE NITROGEN, PHOSPHORUS LEVELS ARE VERY HIGH, AND POTASSIUM LEVELS ARE LOW. CONSIDER FERTILIZERS LOW IN NITROGEN AND PHOSPHORUS VALUES. THE ANALYSIS SHOWS THE SOIL TO BE VERY LOW IN ORGANIC MATTER. THIS WILL LIMIT THE SOILS ABILITY TO STORE AND EXCHANGE NUTRIENTS ALONG WITH POOR PHYSICAL CHARACTERISTICS. HIGH RATES OF STABLE ORGANIC MATTER NEEDS TO BE ADDED BEFORE INSTALLATION OF PLANT MATERIAL. THE FIRST NUMBER ON THE SOIL TEST THAT STANDS OUT IS THE pH, WHICH IS AT 7.5. THE pH OF AN ALKALINE SOIL IS LOWERED BY ADDING SULFUR, IRON SULPHATE OR ALUMINUM SULPHATE, ALTHOUGH THESE TEND TO BE EXPENSIVE, AND THE EFFECTS SHORT TERM. IDEALLY YOU WANT THE pH TO BE CLOSER TO 7.0. REDUCING THE SOIL pH WILL ALSO INCREASE THE AVAILABILITY OF FERTILIZERS ALREADY IN THE SOIL THAT ARE UNAVAILABLE TO THE PLANT, OR WHEN FERTILIZERS ARE ADDED, REDUCING THE pH WILL INCREASE THE UPTAKE OF THOSE NUTRIENTS. REMEMBER THAT PHOSPHATE IS THE KEY TO ALL PLANT CELL PROCESSES INVOLVING ENERGY TRANSFER. PLANTS USE PHOSPHATE IN ATP WHICH IS THE CURRENCY OF ENERGY EXCHANGE IN A PLANT. WITHOUT PHOSPHATE IN ADEQUATE SUPPLY A PLANT CANNOT EXCHANGE ALL THE ENERGY COLLECTED FROM PHOTOSYNTHESIS. THESE PLANTS MAY REMAIN GREEN, BUT WILL NOT THRIVE AND GROW WELL. SODIUM IS SHOWING CONCENTRATED LEVELS WHICH CAN AFFECT THE PLANTS AFTER INSTALLATION. THE SYMPTOMS OF SODIUM TOXICITY OCCUR FIRST ON THE OLDEST LEAVES SINCE A PERIOD OF TIME IS NORMALLY REQUIRED BEFORE ACCUMULATION REACHES TOXIC CONCENTRATION. SYMPTOMS USUALLY APPEAR AS A BURN OR DRYING OF TISSUE AT THE OUTER EDGES OF THE LEAF AND AS SEVERITY INCREASES, THE SYMPTOMS PROGRESS INWARD BETWEEN THE VEINS TOWARDS THE CENTER OF THE LEAF. THE BEST RECOMMENDATION FOR THIS PROPERTY WOULD BE TO ADD HUMIC ACID IN GRANULAR FORM. THE HUMIC MOLECULES WILL HELP WITH THE RELEASE OF NUTRIENTS AND BALANCE THE pH NATURALLY. THE GRANULAR HUMIC ACID MENTIONED ABOVE IS pH 3.0 WHICH WILL ALSO INCREASE THE AVAILABILITY OF PHOSPHOROUS THAT IS STORED IN THE SOIL. IRON IS MODERATE, AND COULD BE ADDED DURING PRE -PLANT OR IN FERTILIZATION PROGRAM. RECOMMENDATIONS AS FOLLOWS: FIRST STEP IS TO AMEND THE SOIL WITH A HIGH QUALITY STABLE HUMIC ACID PRODUCT. THIS WILL GIVE THE SOIL THE ORGANIC MATTER IT NEEDS, AND BECAUSE IT IS STABLE, IT WILL BUFFER SODIUM, AND BALANCE THE pH NATURALLY FOR YEARS, WITH ADEQUATE MAINTENANCE. COMPLETE SITE RECOMMENDATIONS AND RATES FOR SOIL AMENDING: A. HUMATE SOIL CONDITIONER - 45% HUMIC ACID - AG GRADE @ 500 LBS PER 1000 SQ FT. SPREAD EVENLY AFTER TILLING, GRADING, AND BEFORE PLANTING. DRAG OR RAKE INTO THE TOP 2-4 INCHES. B. LIVE EARTH 8-0-8 PRODUCT - @ 20 LBS PER 1000 SQ FT. SPREAD EVENLY AFTER SOIL CONDITIONER, RAKE INTO TOP 2-4 INCHES, WATER IN START PLANTING. TREES AND SHRUBS: A. HUMATE SOIL CONDITIONER - 45% HUMIC ACID - AG GRADE @ APPROX 1 LB PER GAL CONTAINER. ADD TO BACK FILL. B. LIVE EARTH 8-0-8 PRODUCT - @ 1/4 LB PER GAL CONTAINER. MIX WITH BACK FILL, PLANT, AND WATER. MAINTENANCE APPLICATION 4 WEEKS AFTER INSTALL: APPLICATION OF IRON 10 (10% FE NON -STAINING) @ 15 LBS PER 1000 SF. APPLIED AROUND TREE WELLS AND PLANTER AREAS. REPEAT IN 6 WEEKS. PLEASE CALL TODD BURNS OF LIVE EARTH WITH ANY QUESTIONS OR CONCERNSE 661-978-7307. VN"DSCAPF RIOS Noj9� W C"1 Ig ure S PT MBER 30 2016 ' t 9�F OF CaL�F�� D A T E MARCH 15, 2016 SCALE DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PHASE 1 &2 TRACT 7267 WILDHORSE BAKERSFIELD, CA RIVER RANCH COMMUNITY, LLC 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (661) 994-1851 SH EET DESCRIPTION PLANTING DETAILS R E V I S I O N S 2/5/16 PER PARKS & REC COMMENTS 2/29/16 PER PARKS & REC COMMENTS J 3/15/16 PUBLIC WORKS COMMENTS N I u7 i N r i N V) 0 of N n Eu 0 M �— SHEET NUMBER Lro N L9101OF 12 r� P R O J E C T N U M B E R N k ui o 15-254 0 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY Oita N .► -7240-7 COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT ^rkIrD1Trn DV ^TLJCDC CDr%LA CI Cr`TDr%kll/ kArr%1A ® NOT PUBLISHED. ALL RIGHTS RESERVED. \,NNDSCAPF GENERAL CONDITIONS 1. RI S DEFINITIONS ��• �• No 9� A. WORDS USED HEREIN IN THE MASCULINE GENDER INCLUDE THE FEMININE AND NEUTER, AND VICE VERSA, B. NO CLAIM FOR ADDITIONAL WORK OR MATERIAL WILL BE ALLOWED UNLESS SUPPORTED BY A WRITTEN B. IN CLAIMS AGAINST ANY PERSON OR ENTITY INDEMNIFIED UNDER THIS SECTION BY AN EMPLOYEE OF THE SINGULAR NUMBER INCLUDES THE PLURAL, AND THE PLURAL THE SINGULAR. THE WORD "PERSON" CHANGE ORDER SIGNED BY THE CITY/OWNER AND THE CONTRACTOR STATING THEIR AGREEMENT UPON THE CONTRACTOR A SUBCONTRACTOR, ANY DIRECTLY OR INDIRECTLY EMPLOYED BY THEM OR ANYONE FOR WHOSE ACTS THEY MAY BE LIABLE, THE INDEMNIFICATION OBLIGATION UNDER THIS INCLUDES A CORPORATION, ASSOCIATION OR PARTNERSHIP. ALL OF THE FOLLOWING: SECTION SHALL NOT BE LIMITED BY A LIMITATION ON AMOUNT OR TYPE OF DAMAGES, COMPENSATION ,� s EM ER 302016 - CHANGE IN THE WORK. to B. UNLESS OTHERWISE SPECIFICALLY DEFINED HEREIN, OR UNLESS THE CONTEXT REQUIRES A DIFFERENT o Date -AMOUNT OF THE ADJUSTMENT IN THE CONTRACT SUM; AND OR BENEFITS PAYABLE BY OR FOR THE CONTRACTOR OR A SUBCONTRACTOR UNDER WORKER'S t � MEANING, ALL WORDS, ABBREVIATIONS, SYMBOLS, TERMS AND PHRASES HAVING A WELL KNOWN OR COMPENSATION ACTS, DISABILITY BENEFIT ACTS OR OTHER EMPLOYEE BENEFIT ACTS. sl9T 0��\ TECHNICAL MEANING SHALL BE SO CONSTRUED. -EXTENT OF THE ADJUSTMENT IN THE CONTRACT TIME, IF ANY. F OF CN��E DOCUMENTS OR INSTRUMENTS WHERE THESE 11. CONTROL OF MATERIALS C. THE OBLIGATIONS OF THE CONTRACTOR UNDER THIS SECTION SHALL NOT EXTEND TO THE LIABILITY OF C. WHENEVER IN THESE SPECIFICATIONS, OR IN ANY THE LANDSCAPE ARCHITECT, THE LANDSCAPE ARCHITECT'S CONSULTANTS, AND AGENTS AND SPECIFICATIONS GOVERN, THE FOLLOWING TERMS ARE USED, THE INTENT AND MEANING THEREOF SHALL A. MATERIALS, PARTS AND EQUIPMENT TO BE FURNISHED BY THE CONTRACTOR SHALL BE NEW, UNLESS EMPLOYEES OF ANY OF THEM ARISING OUT OF (1) THE PREPARATION OR APPROVAL OF MAPS, BE AS FOLLOWS: OTHERWISE SPECIFIED IN THESE SPECIFICATIONS OR NOTED ON THE DRAWINGS. THE MATERIALS SHALL BE MANUFACTURED HANDLED, AND USED IN A WORKMANLIKE MANNER. DRAWINGS, OPINIONS, REPORTS, SURVEYS, CHANGE ORDERS, DESIGNS OR SPECIFICATIONS, OR (2) THE DATE MARCH 15, 2016 CONTRACT - REPRESENTS THE ENTIRE AND INTEGRATED AGREEMENT BETWEEN THE CITY/OWNER AND THE GIVING OF OR THE FAILURE TO GIVE DIRECTIONS OR INSTRUCTIONS BY THE LANDSCAPE ARCHITECT, CONTRACTOR. THE CONTRACT DOCUMENTS FORM THE CONTRACT FOR CONSTRUCTION. B. ALL MATERIALS SHALL BE SUBJECT TO RIGID INSPECTION AND IF, IN THE OPINION OF THE CITY/OWNER THE THE LANDSCAPE ARCHITECT'S CONSULTANTS, AND AGENTS AND EMPLOYEES OF ANY OF THEM S C A L E N/A CONTRACT DOCUMENTS - THESE SPECIFICATIONS, THE DRAWINGS, ADDENDA ISSUED PRIOR TO EXECUTION SAME DO NOT COMPLY WITH THE CONTRACT DOCUMENTS, SAID MATERIALS SHALL BE REJECTED AND PROVIDED SUCH GIVING OR FAILURE TO GIVE IS THE PRIMARY CAUSE OF THE INJURY OR DAMAGE. AND THE CONTRACT BETWEEN THE CITY/OWNER AND THE CONTRACTOR. IMMEDIATELY REMOVED FROM THE PREMISES AT THE EXPENSE OF THE CONTRACTOR. DRAWN BY MER OF THE CONTRACT, 21. SAFETY OF PERSONS AND PROPERTY CONTRACTOR - THE PERSON OR ENTITY WHOSE BID IS ACCEPTED AND TO WHOM THE CONTRACT IS C. MANUFACTURERS WARRANTIES, GUARANTIES, INSTRUCTIONS SHEETS AND PARTS LISTS, WHICH ARE CHECKED BY JR FURNISHED WITH CERTAIN ARTICLES OR MATERIALS INCORPORATED IN THE WORK, SHALL BE DELIVERED A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVIS AWARDED.ING ALL LANDSCAPE ARCHITECT - THE PROFESSIONAL SERVICES FIRM WHO PREPARED THE PROJECT DRAWINGS TO THE CITY/OWNER PRIOR TO ACCEPTANCE OF THE WORK. SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONTRA B. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS FOR SAFETY OF, AND SHALL PROVIDE AND SPECIFICATIONS FOR THE CITY/OWNER. 12. SAMPLES AND TESTS _ THE CONTRACT. SUCH SAMPLES OF ALL MATERIALS AS REQUESTED BY THE OWNER REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO: EMPLOYEES ON THE WORK AND CITY/OWNER IS THE PERSON OR ENTITY IDENTIFIED AS SUCH IN THE CONTRACTOR SHALL FURNISH CHARGE. LABOR AND EQUIPMENT NECESSARY FOR THE FURNISHING OF SUCH SAMPLES SHALL OTHER PERSONS WHO MAY BE AFFECTED THEREBY; THE WORK AND MATERIALS AND EQUIPMENT TO B K THE TERM WORK OR PROJECT MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY THE WITHOUTINCORPORATED THEREIN,WHETHER IN STORAGE ON OR OFF THE SITE, UNDER CARE, CUSTODY l <;�. WOR AAS\ t".: <:`: OF THE CONTRACTOR. BE THE RESPONSIBILITYL OF THE CONTRACTOR OR THE CONTRACTOR'S SUBCONTRACTORS; AND OTHER PROPERTY AT °° «: INCLUDES PROVIDING ALL LABOR MATERIALS, EQUIPMENT,CONTROL T DOCUMENTS AND INC , CONTRACT PAVEMENTS,ROADWAYS ��`>. (DENTALS NECESSARY TO COMPLETE THE WORK IN A SATISFACTORY THE SITE OR ADJACENT THERETO SUCH AS TREES, SHRUBS, LAWNS, WALKS, "\` TRANSPORTATION, TOOLS, AND INC ,\ 13. SUBSTITUTION OR EQUIVALENTS STRUCTURES AND UTILITIES NOT DESIGNATED FOR REMOVAL, RELOCATION OR REPLACEMENT IN THE w MANNER. � � ��>� ,;.., ,>�: A. FOR CONVENIENCE IN DESIGNATION ON THE DRAWINGS OR IN THE SPECIFICATIONS, CERTAIN ARTICLES OR COURSE OF CONSTRUCTION. ..: ::::::_: ,? IP 2. CONSTRUCTION PROCEDURE ALS TO BE INCORPORATED IN THE WORK MAY BE DESIGNATED UNDER A TRADE NAME OR THE NAME MATER( C. THE CONTRACTOR SHALL GIVE NOTICES AND COMPLY WITH APPLICABLE LAWS, ORDINANCES, RULES, TO APPROVAL BY THE CITY/OWNER OR ECT ' < _:.::..,.. RDANCE WITH E NUMBER. SUBJECT R ONS OR E WORK IN ACCO ER AND CATALOGUE OF PE S M TH MANUFACTURER ETY R FAC U AF PERFORM ANU N S TIONS TO OF ARING O """` `�� ``� CONTRACTOR SHALL NOT BE RELIEVED OF OBLIGA O BLIC AUTHORITIES BE ��>:>•� ,.,... �� -,op '' REGULATIONS AND LAWFUL ORDERS OF PU � :: A TIVITIES OR DUTIES OF THE CITY/OWNER, LANDSCAPE LANDSCAPE ARCHITECT, AN ALTERNATIVE ARTICLE OR MATERIAL MAY BE UTILIZED. .,, THE CONTRACT DOCUMENTS EITHER BY C PROPERTY OR THEIR PROTECTION FROM DAMAGE, INJURY OR LOSS. HER TESTS, INSPECTIONS OR APPROVALS REQUIRED OR PERFORMED BY PERSONS OT OR BY S ARCHITECT, ND SUITABILITY OF ALTERNATIVES SHALL BE UPON THE N TO THE QUALITY A OBSTRUCTION NOF PROOF AS Q (BLE OBS BURDEN SS B. HE U T PO T EAS THAN THE CONTRACTOR. HE L CONTRACTOR.mm D. THE CONTRACTOR SHALL SO CONDUCT OPERATIONS AS TO OFFER T 3. NON -ASSIGNABILITY AND INCONVENIENCE TO THE PUBLIC. THE CONTRACTOR SHALL HAVE UNDER CONSTRUCTION\ CONTRACT THAT MAY BE AWARDED NOR ANY OF THE MONIES THAT MAY BECOME DUE TO 14. CERTIFICATES OF COMPLIANCE GREATER AMOUNT OF WORK THAN CAN BE PERFORMED PROPERLY WITH DUE REGARD TO THE RIGHTS_ NEITHER THE CO , THE CONTRACTOR UNDER SUCH CONTRACT, MAY BE ASSIGNED BY SAID CONTRACTOR WITHOUT THE WHEN REQUESTED, CONTRACTOR SHALL FURNISH THE CITY/OWNER WITH A CERTIFICATE OF COMPLIANCE OF THE PUBLIC. m®, WRITTEN CONSENT OF THE CITY/OWNER. WHICH INDICATES THAT: \ PROJECT SITE MAINTENANCE (a) PLANTS WERE INSTALLED AS SPECIFIED. 22. 4. SERVICE OF NOTICE (b) THE IRRIGATION SYSTEM WAS INSTALLED AS SPECIFIED. A. THROUGHOUT ALL PHASES OF CONSTRUCTION, AND UNTIL ACCEPTANCE OF THE WORK, THE R I OS DESIGN STUDIO THE DELIVERY OR MAILING OF ANY NOTICE, INSTRUCTION, CLAIM OR PROTEST, OR OTHER WRITTEN (c) AN IRRIGATION AUDIT HAS BEEN PERFORMED. CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. R TO THE CITY/OWNER SHALL CONSTITUTE (d) OTHER LANDSCAPE ARCHITECTURE &DESIGN COMMUNICATIONS, PERSONALLY TO THE CONTRACTOR O R CRITERIA OF THE ORDINANCE HAS BEEN MET ALONG WITH A LIST OF ANY OBSERVED B. COSTS INCURRED DUE TO CLEANUP OPERATIONS SHALL BE AS INCLUDED IN THE PRICES BID FOR THE SERVICE THEREOF UPON THE CONTRACTOR, OR THE CITY/OWNER, RESPECTIVELY. DEFICIENCIES. VARIOUS ITEMS OF WORK AND NO SEPARATE PAYMENT WILL BE MADE THEREFOR. 3805 ORA VISTA AVENUE THE FOLLOWING SHALL BE SUBMITTED WITH THE CERTIFICATE OF COMPLIANCE: BAKERSFIELD, CALIFORNIA 5. SUBCONTRACTS (a) IRRIGATION SCHEDULE. 23. AIR POLLUTION 93309 A. CONTRACTOR SHALL SET FORTH IN THE BID THE NAME AND THE LOCATION OF EACH SUBCONTRACTOR (b) LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. WHO WILL PERFORM WORK OR LABOR OR RENDER SERVICE TO THE CONTRACTOR IN OR ABOUT THE (c) LANDSCAPE IRRIGATION AUDIT SCHEDULE. CONTRACTOR SHALL COMPLY WITH ALL AIR POLLUTION CONTROL RULES, REGULATIONS, ORDINANCE P: 661.835.9259 AND STATUTES WHICH APPLY TO ANY WORK PERFORMED PURSUANT TO THE CONTRACT AND SHA F: 661.367.5284 CONSTRUCTION OF THE WORK. (d) IRRIGATION AUDIT REPORT. NOT DISCHARGE SMOKE, DUST OR ANY OTHER AIR CONTAMINANTS INTO THE ATMOSPHERE IN SUCH B. CONTRACTOR MUST HAVE THE WRITTEN CONSENT OF THE CITY/OWNER TO SUBSTITUTE A 15. SUFFICIENCY OF TIME QUANTITY AS WILL VIOLATE THE REGULATIONS OF ANY LEGALLY CONSTITUTED AUTHORITY. SUBCONTRACTOR OTHER THAN THAT DESIGNATED IN THE BID. SHOULD THE CONTRACTOR BE OBSTRUCTED OR DELAYED IN THE PROSECUTION OR COMPLETION OF THE 24. NOISE CONTROL 6. BONDS AND INSURANCEPROJECT BY THE ACT, NEGLECT, DELAY OR DEFAULT OF THE CITY/OWNER, OR AS A RESULT OF STRIKES, PROJECT & CLIENT NAME GSTORMS OR EARTHQUAKESOR BY UNAVOIDABLE CALAMITY FIRE, FLOOD, LIGHTING, , , OR OTHER CONTRACTOR SHALL COMPLY WITH ALL LOCAL SOUND CONTROL AND NOISE LEVEL REGULATIONS AND A. BEFORE EXECUTION OF THE CONTRACT WITH THE CITY/OWNER, THE CONTRACTOR SHALL FILE WITH THE ORDINANCES WHICH APPLY TO ANY WORK PERFORMED PURSUANT TO THE CONTRACT, AND SHALL PHASE 1 & 2 CITY/OWNER SURETY BONDS AND APPLICABLE PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE UNFORESEEN CAUSES THAT IN THE OPINION OF THE CITY/OWNER, ARE BEYOND THE CONTROL OF THE MAKE EVERY EFFORT TO CONTROL AN UNDUE NOISE RESULTING FROM THE CONSTRUCTION SATISFACTORY TO THE CITY/OWNER IN THE AMOUNTS AND FOR THE PURPOSES SPECIFIED IN THE CONTRACTOR, THEN THE CITY/OWNER MAY CONSIDER AN EXTENSION OF TIME FOR THE COMPLETION OF OPERATION. CONTRACT. BONDS SHALL BE DULY EXECUTED BY A RESPONSIBLE CORPORATE SURETY, AUTHORIZED TO THE PROJECT. ISSUE SUCH BONDS IN THE APPLICABLE STATE OF THE PROJECT AND SECURED THROUGH AN AUTHORIZED 16. STOPPAGE OF WORK AND ANNULMENT OF CONTRACT 25. PESTICIDES/HERBICIDES TRACT 7267 AGENT. CONTRACTOR SHALL PAY ALL BOND PREMIUMS, COSTS AND INCIDENTALS. A. IF THE CONSTRUCTION OF THE PROJECT BE ABANDONED BY THE CONTRACTOR, OR IF AT ANY TIME THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE DEPARTMENT OF FOOD A WILDHORSE B. CHANGES IN THE WORK, OR EXTENSIONS OF TIME, MADE PURSUANT TO THE CONTRACT, SHALL IN NO WAY CITY/OWNER SHALL BE OF THE OPINION THAT THE PERFORMANCE OF THE CONTRACT IS UNNECESSARILY AGRICULTURE, THE DEPARTMENT OF HEALTH, THE DEPARTMENT OF INDUSTRIAL RELATIONS AND ALL RELEASE THE CONTRACTOR OR SURETY FROM THEIR OBLIGATIONS. OR UNREASONABLY DELAYED, OR THAT THE CONTRACTOR IS WILLFULLY VIOLATING ANY OF THE OTHER AGENCIES WHICH GOVERN THE USE OF PESTICIDES/HERBICIDES REQUIRED IN THE BAKERSFIELD, CA 7. DRAWINGS AND SPECIFICATIONS CONDITIONS OR COVENANTS OF THE CONTRACT, THE CITY/OWNER MAY NOTIFY THE CONTRACTOR NOT TO PERFORMANCE OF THE WORK. A. THE CONTRACTOR SHALL KEEP AT THE PROJECT SITE A COPY OF THE DRAWINGS AND SPECIFICATIONS. IN RESUME OR TO DISCONTINUE, AS THE CASE MAY BE, ALL WORK OR ANY PART THEREOF CONTEMPLATED SHALL BE UNDER THE CONTRACT BY A WRITTEN NOTICE SERVED UPON CONTRACTOR. THE CITY/OWNER SHALL 26. DUST CONTROL RIVER RANCH THE EVENT A DISCREPANCY EXISTS BETWEEN FIGURES AND/OR DRAWINGS, THE DISCREPANCYCHARGE THE EXPENSE OF SUCH EQUIPMENT, LABOR AND MATERIALS, PLUS TEN PERCENT (10%) OF THE THE CONTRACTOR SHALL ABATE DUST NUISANCE BY CLEANING, SWEEPING AND SPRINKLING WITH IMMEDIATELY SUBMITTED TO THE CITY/OWNER FOR CLARIFICATION. ANY ADJUSTMENT MADE BY THE WATER, OR OTHER MEANS AS NECESSARY, AND SHALL SAVE THE CITY/OWNER FREE AND HARMLESS COMMUNITY, LLC CONTRACTOR WITHOUT OBTAINING SUCH CLARIFICATION FROM THE CITY/OWNER SHALL BE AT THE COST THEREOF FOR ADMINISTRATIVE EXPENSE AGAINST ANY SUMS OF MONEY DUE OR TO BECOME DUE TO REMOVAL IF SAID ADJUSTMENT DOES NOT MEET THE CONTRACTOR, OR AGAINST THE SURETIES TO THE EXTENT OF THEIR LIABILITY. FROM ANY CLAIM FOR LOSS OR DAMAGE SUSTAINED BY OTHERS AND RESULTING FROM OPERATIONS 998 HUSTON STREET, SUITE C CONTRACTORS RISK AND EXPENSE AND BE SUBJECT ON THE PROJECT SITE. GROVER BEACH, CA 9343 THE APPROVAL OF THE CITY/OWNER. B. IN LIEU OF THE FOREGOING PROVISIONS TO SUSPEND THE CONTRACT, THE CITY/OWNER MAY PAY THE B. THE CONTRACT DOCUMENTS, AS DEFINED HEREIN, ARE INTENDED TO BE READ TOGETHER TO DESCRIBE A CONTRACTOR FOR THE COMPLETED PORTIONS OF THE PROJECT ACCORDING TO THE PROVISIONS OF THE 27 UTILITIES PHONE (661) 994-1851 COMPLETE AND FINISHED PIECE OF WORK, INCLUDING ALL LABOR, MATERIALS AND EQUIPMENT CONTRACT AND MAY TREAT THE PORTIONS REMAINING UNCOMPLETED AS IF SAID PORTIONS HAD NEVER T BEEN INCLUDED OR CONTEMPLATED BY THE CONTRACT. WHEN PLACING CONCRETE AROUND OR CONTIGUOUS TO ANY UTILITY, THE CONTRACTOR SHALL SHEET DESCRIPTIO N NECESSARY FOR THE PROPER EXECUTION OF THE PROJECT. ANYTHING IN THE SPECIFICATIONS AND NO ASSUME RESPONSIBILITY FOR COSTS TO FURNISH AND INSTALL A CUSHION OF EXPANSION JOINT SPECIFICATIONS ON THE DRAWINGS, OR ON THE DRAWINGS AND NOT IN THE SPECIFICATIONS, SHALL BE AS THOUGH SHOWN 17 TEMPORARY SUSPENSION OF WORK MATERIAL, CLEAR OPENING OR SLEEVE, OR BY OTHER SUITABLE MEANS SHALL PREVENT EMBEDMENT OR MENTIONED IN BOTH. THE CITY/OWNER MAY ORDER THE CONTRACTOR TO SUSPEND THE WORK ON THE PROJECT WHOLLY OR IN IN OR BONDING WITH THE CONCRETE. 8. SHOP DRAWINGS OR PRODUCT DATA AND SAMPLES PART FOR SUCH PERIOD OF TIME AS MAY BE DEEMED NECESSARY DUE TO UNSUITABLE WEATHER OR TO A. SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND SIMILAR SUBMITTALS ARE NOT CONTRACT DOCUMENTS. SUCH OTHER CONDITIONS AS MAY BE CONSIDERED UNFAVORABLE FOR THE SUITABLE PROSECUTION OF 28. PATENTS AND ROYALTIES THE PURPOSE OF THEIR SUBMITTALS IS TO DEMONSTRATE FOR THOSE PORTIONS OF THE WORK FOR THE WORK. WORK SHALL BE RESUMED WHEN CONDITIONS ARE FAVORABLE OR WHEN THE METHODS HAVE THE CONTRACTOR SHALL ABSORB IN ITS BID, THE PATENT FEES OR ROYALTIES ON ANY PATENTED WHICH SUBMITTALS ARE REQUIRED THE WAY THE CONTRACTOR PROPOSES TO CONFORM TO THE BEEN CORRECTED, AS DIRECTED AND APPROVED IN WRITING BY THE CITY/OWNER. ARTICLE OR PROCESS WHICH MAY BE FURNISHED OR USED IN THE WORK. THE CONTRACTOR SHALL INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE DRAWINGS. INDEMNIFY AND HOLD THE CITY/OWNER HARMLESS FROM ANY LEGAL ACTIONS THAT MAY BE BROUGHT 18. LAWS TO BE OBSERVED FROM INFRINGEMENT OF PATENTS. B. THE CONTRACTOR SHALL REVIEW, APPROVE, AND SUBMIT SUCH SUBMITTALS REQUIRED BY THE CONTRACT THE CONTRACTOR SHALL BE FULLY INFORMED OF ALL STATE AND NATIONAL LAWS AND MUNICIPAL DOCUMENTS WITH REASONABLE PROMPTNESS AND IN SUCH SEQUENCE OR TO CAUSE NO DELAY IN THE ORDINANCES OR REGULATIONS WHICH IN ANY MANNER AFFECT THOSE ENGAGED OR EMPLOYED IN THE 29. PAYMENTS REVISION S WORK. WORK OR THE MATERIALS USED IN THE WORK, OR WHICH IN ANY WAY AFFECT THE CONDUCT OF THE A. THE CONTRACT SUM IS STATED IN THE CONTRACT AND, INCLUDING AUTHORIZED ADJUSTMENTS, IS THE 2/5/16 PER PARKS & REC COMMENTS C. THE LANDSCAPE ARCHITECT'S REVIEW OF SUCH SUBMITTALS IS FOR THE LIMITED PURPOSE OF CHECKING WORK AND OF ALL SUCH ORDERS AND DECREES OF BODIES OR TRIBUNALS HAVING ANY JURISDICTION OR TOTAL AMOUNT PAYABLE BY THE CITY/OWNER TO THE CONTRACTOR FOR PERFORMANCE OF THE FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT AUTHORITY OVER THE SAME. WORK UNDER THE CONTRACT DOCUMENTS. 2/29/16 PER PARKS &REC COMMENT DOCUMENTS. REVIEW OF SUCH SUBMITTALS IS NOT CONDUCTED FOR THE PURPOSE OF DETERMINING 19. LABOR CONDITIONS QUANTITIES, OR FOR B. BEFORE THE FIRST APPLICATION FOR PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE 3/15/16 PUBLIC WORKS COMMENT ACCURACY AND COMPLETENESS OF OTHER DUTIES SUCH AS DIMENSIONS AND Q , SUBSTANTIATING INSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF EQUIPMENT OR SYSTEMS, ALL CONTRACTOR SHALL COMPLY WITH APPLICABLE FEDERAL AND STATE PROVISIONS OF THE LABOR CODE CITY/OWNER A SCHEDULE OF VALUES ALLOCATED TO VARIOUS PORTIONS OF THE WORK, PREPARED I AND FAIR EMPLOYMENT PRACTICES. SUCH FORM AND SUPPORTED BY SUCH DATA TO SUBSTANTIATE ITS ACCURACY AS THE OWNER MAY OF WHICHREMAIN THE RESPONSIBILITY OF THE CONTRACTOR. REQUIRE. THIS SCHEDULE, UNLESS OBJECTED TO BY THE CITY/OWNER SHALL BE USED AS A BASIS FOR D. THE LANDSCAPE ARCHITECT'S REVIEW SHALL NOT CONSTITUTE APPROVAL OF SAFETY PRECAUTIONS OR, 20. INDEMNIFICATION REVIEWING THE CONTRACTOR'S APPLICATIONS FOR PAYMENT. OF ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES. A. TO THE FULLEST EXTENT PERMITTED BY LAW, THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE CITY/OWNER, LANDSCAPE ARCHITECT, LANDSCAPE ARCHITECT'S CONSULTANTS, AND AGENTS AND END OF SECTION 9. SUBSURFACE DATA EMPLOYEES OF ANY OF THEM FROM AND AGAINST CLAIMS, DAMAGES, LOSSES AND EXPENSES, WHERE INVESTIGATIONS OF SITE CONDITIONS HAVE BEEN MADE INCLUDING SUBSURFACE CONDITIONS IN INCLUDING BUT NOT LIMITED TO ATTORNEYS' FEES, ARISING OUT OF OR RESULTING FROM AREAS WHERE WORK IS TO BE PERFORMED UNDER THE CONTRACT, SUCH INVESTIGATIONS ARE MADE PERFORMANCE OF THE WORK, PROVIDED THAT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ONLY FOR THE PURPOSE OF STUDY AND DESIGN. ALL SOIL AND GEOLOGICAL TEST HOLE DATA, WATER ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY TO OR DESTRUCTION OF TABLE ELEVATIONS AND AGRICULTURAL SUITABILITY SOIL ANALYSES APPLY ONLY AT THE LOCATIONS OF TANGIBLE PROPERTY (OTHER THAN WORK ITSELF) INCLUDING LOSS OF USE RESULTING THEREFROM, BUT SHEET NUMBER THE TEST AND TO THE DEPTHS INDICATED. ONLY TO THE EXTENT CAUSED IN WHOLE OR IN PART BY NEGLIGENT ACTS OR OMISSIONS OF THE 10. CHANGE ORDERS CONTRACTOR, A SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM OR ANYONE L10OF 2 FOR WHOSE ACTS THEY MAY BE LIABLE, REGARDLESS OF WHETHER OR NOT SUCH CLAIM, DAMAGE, LOSS A. THE CITY/OWNER MAY AT ANY TIME PRIOR TO ACCEPTANCE OF THE WORK, BY WRITTEN ORDER TO OR EXPENSE IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. SUCH OBLIGATION SHALL NOT PROJECT N U M B E R CONTRACTOR AND WITHOUT NOTICE TO SURETIES, INCREASE OR DECREASE THE ESTIMATED QUANTITY OF BE CONSTRUED TO NEGATE, ABRIDGE, OR REDUCE OTHER RIGHTS OR OBLIGATIONS OF INDEMNITY 15-254 WORK OR MATERIAL, MAKE ALTERATIONS, DEVIATIONS, ADDITIONS TO OR OMISSIONS FROM THE DRAWINGS WHICH WOULD OTHERWISE EXIST AS TO A PARTY OR PERSON DESCRIBED IN THIS SECTION. IS AND SPECIFICATIONS, AND MAKE CHANGES IN THE PROJECT AS MAY BE DEEMED NECESSARY OR COSDESIGNSTUDIOEPRODUCTIONSIBLEF THIS DOCUMENT � 5 �•"]�� COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT ! ✓ ! GENERATED BY OTHERS FROM ELECTRONIC MEDIA. ADVISABLE, WITHIN THE GENERAL SCOPE THEREOF. 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, AND PSI, PRIOR TO COMMENCING INSTALLATION. IN CASE OF DISCREPANCY, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. B. QUALITY ASSURANCE 1. ALL LOCAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THE IRRIGATION SYSTEM ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS. HOWEVER, IF THESE SPECIFICATIONS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD OR LARGER SIZE THAN IS REQUIRED BY THE ABOVE RULES, REGULATIONS OR REQUIREMENTS, THESE SPECIFICATIONS AND THE DRAWINGS SHALL TAKE PRECEDENCE. 2. IN THE EVENT ANY EQUIPMENT OR METHODS INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN CONFLICT WITH APPLICABLE REGULATIONS, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY OR LANDSCAPE ARCHITECT IN WRITING PRIOR TO INSTALLATION. IN CASE OF DISCREPANCY, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. 3. DUE TO THE SCALE OF THE DRAWINGS IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS FITTINGS SLEEVES, AND RELATED OTHER EQUIPMENT, WHICH MAY BE REQUIRED. CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING THE WORK AND INSTALL A COMPLETE IRRIGATION SYSTEM WITHIN THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 4. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF LIABILITY UNDER THE PROVISIONS FOR GUARANTEES. C. MATERIALS LIST 1. WITHIN FIFTEEN (15) CALENDAR DAYS AFTER AWARD OF CONTRACT AND PRIOR TO INSTALLATION, THE CONTRACTOR SHALL SUBMIT TO THE CITY A LIST OF MATERIALS INCLUDING THE MANUFACTURER, DESCRIPTION, MODEL NUMBER AND INSTALLATION DATA. 2. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR ACCEPTANCE MAY BE REJECTED AND SUCH MATERIALS REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE. D. PRODUCT DELIVERY, STORAGE AND HANDLING CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING, UNLOADING AND STORING OF IRRIGATION MATERIALS AND EQUIPMENT. E. PLASTIC PIPE 1. PLASTIC PIPE, WHERE INDICATED ON THE DRAWINGS, SHALL BE INJECTION MOLDED; RIGID; UNPLASTICIZED POLYVINYL CHLORIDE (PVC); NSF APPROVED; OF HIGH TENSILE STRENGTH, CHEMICAL RESISTANT AND IMPACT STRENGTH; AND DEPENDING ON CLASS AND GRADE, CONFORM TO ASTM 2241 OR ASTM D-1785. 2. FITTINGS AND COUPLINGS SHALL BE THREADED PVC SCHEDULE 80 CONFORMING TO ASTM D-2464; OR SLIP -FITTING, TAPERED SOCKET, SOLVENT -WELD TYPE, PVC SCHEDULE 40 CONFORMING TO ASTM D-2466 OR PVC SCHEDULE 80 CONFORMING TO ASTM D-2467. 3. SOLVENT CEMENT AND PRIMER FOR RIGID PVC SOLVENT -WELD PIPE AND FITTINGS SHALL BE OF COMMERCIAL QUALITY, IAPMO APPROVED, CONFORMING TO ASTM D-2564. F. BRASS PIPE 1. BRASS PIPE, WI 'ERE INDIGATEE) E)NTI 1E DRAWINGS, 61 1ALL BE 86% RED BRASS, AMERIGAN NATIE)NAL STANDARDS INSTITUTE, GGIAEBYLE 49 GGREWEE) PIPE, GeNFeRMING:FG FEDERAL SPEGIFIGAT-lep4S WW -P-351. 2. FITTINGS SHALL BE MEDIUM BRASS, GGREWED 125 PGUND GLASS, GE)NFE)IRMINGTE) FEDERAL 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. 11 11Vo P G PIPE YVR PVG PIRE, WHERE INDIGATED GN:FHF= DRAWINGS, SHALL BE ULTRA VIE)LET RESIST -ANT, GGFIEDYLE 449 P VG PIPE. FITTINGS SHALL BE V -PVG FTI ZINNST I. BACKFLOW PREVENTION UNIT EXISTING BACKFLOW PREVENTION UNIT FROM PREVIOUS INSTALLATION SHALL BE UTILIZED FOR THIS SCOPE OF WORK. 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 APPLIED ENGINEERING 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 HEAT BRANDING "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 IRRIGATION PIPELINES AT TEN FOOT (10') INTERVALS WITH PLASTIC ELECTRICAL TAPE, PROVIDING SUFFICIENT SLACK FOR EXPANSION AND CONTRACTION. 6. WIRE FG)R GLOPE SYSTEMS SHALL BE INSTALLED IN A UVR PVG SLEEVE 60t'D ADjAGENT TO THE GN GRADE PIPES. 6. PROVIDE A SEPARATE GROUND WIRE FOR EACH CONTROLLER. 7. AN EXPANSION CURL SHALL BE PROVIDED WITHIN THREE FEET (3') OF EACH WIRE CONNECTION AND CHANGE OF DIRECTION, AND AT LEAST EVERY 100 FEET OF WIRE LENGTH ON LONGER RUNS. 8. ALL SPLICES SHALL BE MADE WITH 3M DBY WIRE CONNECTORS, OR APPROVED EQUAL. USE ONE (1) SPLICE PER CONNECTOR SEALING PACK. WIRE SPLICES SHALL BE LOCATED IN PULL BOXES THAT ARE SET ONE INCH (1") ABOVE FINISH GRADE. 9. FIELD SPLICES BETWEEN THE CONTROLLER AND REMOTE CONTROL VALVES WILL NOT BE PERMITTED. 10. INSTALL A SPARE CONTROL WIRE OF A DIFFERENT COLOR ALONG ENTIRE MAINLINE. LOOP THIRTY-SIX INCHES (36") EXCESS WIRE INTO EACH SINGLE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES. P. IRRIGATION HEADS 1. IRRIGATION HEADS SHALL BE OF THE MANUFACTURER, SIZE, TYPE, AND RATE OF PRECIPITATION WITH THE DIAMETER (OR RADIUS) OF THROW, PRESSURE, AND DISCHARGE AS SPECIFIED IN THE IRRIGATION LEGEND ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED AS INDICATED IN THE DETAILS ON THE DRAWINGS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. RISER UNITS SHALL BE ORIENTED PERPENDICULAR TO THE FINISH GRADE WITH NIPPLES OF THE SAME SIZE AS THE RISER OPENING IN THE IRRIGATION HEAD. 3. SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM SHOWN ON THE DRAWINGS AND IN NO CASE EXCEED THE MAXIMUM SPACING RECOMMENDED BY THE MANUFACTURER. Q. INSTALLATION 1. PIPE SHALL BE CUT SQUARE AND THE ENDS REAMED OUT TO THE FULL INSIDE DIAMETER OF THE PIPE AND THOROUGHLY CLEANED OF DIRT, DUST AND MOISTURE BEFORE INSTALLATION. 2. PVC PIPE SHALL BE PROTECTED FROM TOOL DAMAGE DURING ASSEMBLY. PLASTIC PIPE WHICH HAS BEEN NICKED, SCARRED OR DAMAGED SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 3. PVC SOLVENT -WELD JOINTS SHALL BE MADE IN ACCORDANCE WITH ASTM D-2855. PIPE SHALL NOT BE EXPOSED TO WATER FOR TWENTY-FOUR (24) HOURS AFTER SOLVENT -WELD JOINTS ARE COMPLETED. 4. TRENCHES SHALL BE OF OPEN VERTICAL CONSTRUCTION TO APPROPRIATE DEPTHS AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. PVC PIPE SHALL BE LAID ON NATIVE GRADE OR CERTIFIED COMPACTED SUBGRADE, FREE OF ROCKS OR SHARP -EDGED OBJECTS AND SNAKED FROM SIDE TO SIDE IN THE TRENCH TO ALLOW FOR EXPANSION AND CONTRACTION. 5. TEFLON TAPE SHALL BE USED ON ALL THREADED PVC TO PVC AND ON ALL THREADED PVC TO METAL JOINTS. 6. BRASS PIPE AND FITTINGS SHALL BE ASSEMBLED USING TEFLON DOPE, APPLIED TO THE MALE THREADS ONLY. 7. GALVANIZED PIPE THREADS SHALL BE CUT WITH CLEAN, SHARP DIES, CONFORMING TO AMERICAN STANDARDS ASSOCIATION SPECIFICATION. MALE PIPE THREADS SHALL BE COATED WITH A NON-TOXIC, NON -HARDENING, NON -CORROSIVE JOINT COMPOUND. 8. GALVANIZED PIPE OR ULTRA -VIOLET RESISTANT (UVR) PVC INSTALLED ON GRADE SHALL BE ANCHORED AT INTERVALS NOT TO EXCEED TEN FEET (10'), WITH #4 REBAR, WITH A "J" HOOKED RADIUS. 9. RUBBER RING SEAL JOINT: A. USE FACTORY -MADE MALE END OR PREPARE FIELD -CUT MALE END TO EXACT SPECIFICATIONS OF FACTORY -MADE END. B. CAREFULLY CLEAN BELL OR COUPLING AND INSERT RUBBER RING WITHOUT LUBRICANT. POSITION RING CAREFULLY ACCORDING TO MANUFACTURERS RECOMMENDATIONS. C. LUBRICATE MALE END ACCORDING TO MANUFACTURERS RECOMMENDATIONS AND INSERT MALE END TO SPECIFIED DEPTH. USE HANDS ONLY WHEN INSERTING PVC PIPE. D. THRUST BLOCKS SHALL BE PROVIDED WHERE NECESSARY TO RESIST SYSTEM PRESSURE ON RING-TITE PIPE AND FITTINGS. BLOCKS SHALL BE CONCRETE AND THE SIZE SHALL BE 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/OWNER 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) 5. COVERAGE TEST SHALL DEMONSTRATE THAT EACH STATION AREA IS BALANCED TO PROVIDE UNIFORM AND ADEQUATECOVERAGE. V ERAGE. 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. IRRIGATION VALVES. ROUTING OF IRRIGATION PRESSURE LINES (DIMENSIONS, MAXIMUM 100' ALONG ROUTE). REMOTE CONTROL VALVES. ROUTING OF CONTROL VALVES. QUICK COUPLING VALVES. OTHER RELATED EQUIPMENT AS REQUESTED BY THE CITY. 4. CONTRACTOR SHALL SUBMIT AS-BUILT/RECORD DRAWINGS TO CITY FOR REVIEW PRIOR TO COMPLETING CONTROLLER CHARTS. V. CONTROLLER CHARTS CONTRACTOR SHALL PROVIDE TWO (2) CONTROLLER CHARTS FOR EACH CONTROLLER SUPPLIED. THE CONTROLLER CHARTS SHALL SHOW THE AREA CONTROLLED AND SHALL BE THE MAXIMUM SIZE WHICH THE CONTROLLER DOOR WILL ALLOW. THE CONTROLLER CHARTS SHALL BE A PHOTOGRAPHIC PRINT WITH A DIFFERENT COLOR INDICATING THE AREA OF COVERAGE FOR EACH STATION. WHEN COMPLETED AND APPROVED, THE CONTROLLER CHARTS SHALL BE HERMETICALLY SEALED BETWEEN TWO (2) PIECES OF TRANSPARENT PLASTIC, EACH BEING A MINIMUM OF TWENTY (20) MILS THICK. W. OPERATION AND MAINTENANCE MANUALS PREPARE AND DELIVER FOUR (4) INDIVIDUALLY BOUND COPIES OF THE OPERATION AND MAINTENANCE MANUAL TO THE CITY AT LEAST TEN (10) CALENDAR DAYS PRIOR TO ACCEPTANCE OF THE WORK. THE MANUAL SHALL INCLUDE DESCRIPTIVE MATERIAL OF EQUIPMENT INSTALLED AND SHALL BE IN SUFFICIENT DETAIL FOR MAINTENANCE PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. EACH COMPLETE, BOUND MANUAL SHALL INCLUDE THE FOLLOWING: INDEX SHEETS STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF LOCAL MANUFACTURERS REPRESENTATIVES. CATALOG AND PARTS SHEETS ON ALL MATERIAL AND EQUIPMENT INSTALLED. GUARANTEE STATEMENT. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS. + ✓ #�? [..,,YJ \_N DSCA pF �Q RIGS po 9 W C" ignotwe i * SE EMBER 30,2016 E1e few `Jl ct 9TF OF CA1.�E�� D A T E MARCH 15, 2016 SCALE N/A DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367. 5284 PROJECT & CLIENT NAME PHASE 1 & 2 TRACT 7267 WILDHORSE BAKERSFIELD, CA RIVER RANCH COMMUNITY, LLC 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (661) 994-1851 SHEET DESCRIPTIO N SPECIFICATIONS R E V I S I O N S 2/5/16 PER PARKS & REC COMMENTS 2/29/16 PER PARKS & REC COMMENTS 3/15/16 PUBLIC WORKS COMMENTS SHEET NUMBL I I OF 12 P R O J E C T N U M B E R 15-254 RIOS DESIGN STUDIO IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. ® NOT PUBLISHED. ALL RIGHTS RESERVED. X. GUARANTEE 1. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND EQUIPMENT FOR ONE (1) YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. SHOULD ANY TROUBLE DEVELOP WITHIN THE TIME SPECIFIED DUE TO INFERIOR OR FAULTY MATERIALS OR WORKMANSHIP, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS INCURRED DUE TO REPAIR AND REPLACEMENT. 2. SAMPLE GUARANTEE TO BE PROVIDED TO CITY: GUARANTEE FOR IRRIGATION SYSTEM WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM FURNISHED AND INSTALLED IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE CITY. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE CITY. WE AUTHORIZE THE CITY TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. PROJECT: LOCATION: SIGNED: CONTRACTOR ADDRESS: Y. CERTIFICATE OF COMPLIANCE ELEMENTS 1. IRRIGATION SCHEDULING- a.ALL IRRIGATION SCHED LES SHALL BE DEVELOPED MANAGED AND EVALUATEDATED TO UTILIZE THE MINIMUM AMOUNT OF WATER REQUIRED TO MAINTAIN PLANT HEALTH. b. IRRIGATION SCHEDULES SHALL INCORPORATE THE USE OF EVAPOTRANSPIRATION DATA SUCH AS THOSE FROM THE CALIFORNIA INFORMATION MANAGEMENT INFORMATION SYSTEM (CIMIS) WEATHER STATIONS OR SOIL MOISTURE MONITORING SYSTEMS TO APPLY THE APPROPRIATE LEVELS OF WATER FOR DIFFERENT CLIMATES. C. OVERHEAD IRRIGATION SHALL BE SCHEDULED,TO RUN BETWEEN 8:00 PM AND 10:00 AM. IF ALLOWABLE HOURS OF IRRIGATION DIFFER FROM LOCAL RETAIL WATER PURVEYOR, THE STRICTER OF THE TWO SHALL APPLY. d. USING AN APPROPRIATE CONTROLLER, AN ANNUAL IRRIGATION PROGRAM WITH MONTHLY IRRIGATION SCHEDULES SHALL BE DEVELOPED AND SUBMITTED FOR EACH OF THE FOLLOWING: - THE PLANT ESTABLISHMENT PERIOD. - THE ESTABLISHMENT LANDSCAPE. - TEMPORARILY IRRIGATED AREAS. 2. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE - a. LANDSCAPES SHALL BE MAINTAINED TO ENSURE WATER USE EFFICIENCY. b. A REGULAR MAINTENANCE SCHEDULE SHALL BE SUBMITTED WITH THE CERTIFICATE OF COMPLIANCE. THE MAINTENANCE SCHEDULE SHALL INCLUDE ROUTINE INSPECTION, ADJUSTMENT, AND REPAIR OF THE IRRIGATION SYSTEM AND ITS COMPONENTS; CONDUCTING WATER AUDITS; AERATING AND DETHATCHING TURF AREAS; REPLENISHING MULCH; FERTILIZING; PRUNING AND WEEDINGIN ALL LANDSCAPE AREAS. c. REPAIR OF ALL IRRIGATION EQUIPMENT SHALL BE DONE WITH ORIGINALLY SPECIFIED COMPONENTS OR THEIR EQUIVALENTS. d. OVERALL LANDSCAPE MAINTENANCE PRACTICES SHALL BE SUSTAINABLE AND ENVIRONMENTALLY FRIENDLY. 3. LANDSCAPE IRRIGATION AUDITS AND AUDIT SCHEDULES - a. ALL LANDSCAPES IRRIGATION AUDITS SHALL BE IN ACCORDANCE WITH " THE IRRIGATION ASSOCIATION CERTIFIED LANDSCAPE IRRIGATION AUDITOR TRAINING MANUAL" b. ALL LANDSCAPE IRRIGATION AUDITS AND AUDIT REPORTS SHALL BE CONDUCTED BY A CERTIFIED LANDSCAPE IRRIGATION AUDITOR. c. LANDSCAPE IRRIGATION AUDIT SHALL BE CONDUCTED EVERY 5 YEARS AND AUDIT REPORT SHALL BE SUBMITTED TO LOCAL AGENCY. END OF SECTION GENERAL PLANTING A. GENERAL 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSTALLATION OF PLANT MATERIAL AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. 2. CONTRACTOR SHALL COORDINATE PLANTING WITH OTHER SITE IMPROVEMENTS. UNLESS OTHERWISE SPECIFIED, STRUCTURAL IMPROVEMENTS SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING EXISTING SEWER, WATER AND UTILITY LINES ABOVE OR BELOW GRADE THAT MIGHT BE DAMAGED AS A RESULT OF PLANTING OPERATIONS. CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE AND FOR REPLACEMENT OF AFOREMENTIONED UTILITIES. 4. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS, AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. 5. SAMPLES OF FERTILIZERS, SOIL CONDITIONERS, SEED, OR OTHER MATERIALS SHALL BE SUBMITTED TO CITY FORTY-EIGHT (48) HOURS PRIOR TO INCORPORATION IN THE WORK. 6. AN AGRICULTURAL SUITABILITY AND FERTILITY ANALYSIS SOILS REPORT SHALL TAKE PRECEDENCE OVER THESE SPECIFICATIONS. B. PLANT MATERIAL QUALITY 1. PLANT MATERIAL SHALL BE IN ACCORDANCE WITH THE STATE DEPARTMENT OF AGRICULTURE'S REGULATIONS FOR NURSERY INSPECTIONS, RULES AND GRADING. ALL PLANTS SHALL BE OF NO. 1 GRADE AND HAVE A NORMAL HABIT OF GROWTH, AND SHALL BE SOUND, HEALTHY, VIGOROUS AND FREE OF INSECT INFESTATIONS, PLANT DISEASES, SUN SCALDS, FRESH BARK ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS. ALL PLANTS SHALL HAVE A NORMAL, WELL-DEVELOPED BRANCH SYSTEM AND VIGOROUS AND FIBROUS ROOT SYSTEM WHICH IS NOT ROOT BOUND AND IS FREE OF KINKED OR GIRDLING ROOTS. 2. NURSERY GROWTH STOCK SHALL BE SELECTED FROM HIGH QUALITY, WELL -SHAPED STOCK, GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE PROJECT LOCALE. MINIMUM ACCEPTABLE SIZE OF PLANTS AS INDICATED IN THE DRAWINGS SHALL CORRESPOND WITH THAT NORMALLY EXPECTED FOR THE SPECIES AND VARIETY OF COMMERCIALLY AVAILABLE NURSERY STOCK. 3. WHERE APPLICABLE, CALIPER SHALL BE THE DIAMETER OF THE TRUNK ONE FOOT (1') ABOVE THE GROUND SURFACE. 4. OVERSIZE PLANTS MAY BE USED IF NOT ROOT BOUND, BUT SHALL NOT INCREASE THE CONTRACT PRICE. UP TO TEN PERCENT (10%) OF UNDERSIZED PLANTS IN ANY ONE (1) VARIETY AND GRADE MAY BE USED; PROVIDED THEY ARE LARGER THAN THE AVERAGE SIZE OF THE NEXT SMALLEST GRADE. 5. SCIENTIFIC AND COMMON NAMES CONFORM TO CUSTOMARY NURSERY USAGE. 6. TYPES AND SIZES OF PLANT MATERIALS SHALL BE AS INDICATED ON THE DRAWINGS. QUANTITIES SHOWN ARE A GUIDE ONLY; CONTRACTOR SHALL VERIFY QUANTITIES BY PLAN CHECK. 7. THE CITY RESERVES THE RIGHT TO REFUSE OR REJECT ANY UNSUITABLE PLANT MATERIAL. UNSUITABLE PLANTS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED AT THE CONTRACTOR'S EXPENSE. REPLACEMENT PLANTS SHALL BE THE SAME SPECIES, VARIETY, SIZE AND CONDITIONS AS SPECIFIED. 8. PRUNING OF PLANT MATERIALS SHALL NOT BE DONE PRIOR TO DELIVERY. AFTER PLANTING, PRUNING SHALL BE LIMITED TO THE MINIMUM NECESSARY TO REMOVE INJURED TWIGS AND BRANCHES, DEAD WOOD AND SUCKERS. 9. PLANT MATERIAL IS SUBJECT TO SUBSTITUTION BASED UPON AVAILABILITY. SUBSTITUTED MATERIAL SHALL BE APPROVED IN ADVANCE BY THE CITY. C. FERTILIZERS 1. FERTILIZERS SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF THE STATE AGRICULTURAL CODE AND SHALL BE PACKAGED, FIRST GRADE, COMMERCIAL QUALITY PRODUCTS IDENTIFIED AS TO SOURCE, TYPE OF MATERIAL, WEIGHT AND MANUFACTURER'S GUARANTEED ANALYSIS. FERTILIZERS SHALL NOT CONTAIN TOXIC INGREDIENTS IN QUANTITIES HARMFUL TO HUMAN, ANIMAL, OR PLANT LIFE. WHEN REQUESTED, CONTRACTOR SHALL FURNISH THE CITY WITH CERTIFICATE OF COMPLIANCE STATING THAT THE MATERIAL SUBSTANTIALLY MEETS THE SPECIFICATIONS. 2. COMMERCIAL FERTILIZER SHALL BE A PELLETED, BEADED, OR GRANULAR PRODUCT HAVING THE CHEMICAL ANALYSIS SPECIFIED HEREIN AND SHALL BE FREE-FLOWING MATERIAL DELIVERED IN ORIGINAL UNOPENED CONTAINERS. USE OF MATERIAL WHICH BECOMES CAKED OR OTHERWISE DAMAGED SHALL NOT BE PERMITTED. 3. ORGANIC BASE FERTILIZER SHALL BE COMPRISED OF DECOMPOSED ANIMAL, FISH AND VEGETABLE MATTER WITH HUMIC ACIDS AND A BACTERIAL STIMULANT, MANUFACTURED AS LIVE EARTH FIRST GREEN 5-3-1 PRODUCT. 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 (V) 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 THIS SET OF PLANS. 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 THIS SET OF PLANS. 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 THREE HUNDRED SIXTY FIVE (365) 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, GROUND COVER, AND CONCRETE FLATWORK, SHALL BE KEPT CLEAN AND FREE OF WEEDS, LITTER AND DEBRIS. 2.. SUBSURFACE DRAINS AND CATCH BASIN GRATES SHALL BE KEPT CLEAR OF LEAVES, LITTER AND DEBRIS TO ENSURE UNIMPEDED PASSAGE OF WATER. DRAINLINES SHALL BE PERIODICALLY FLUSHED WITH CLEAR WATER TO AVOID BUILD-UP OF SILT AND DEBRIS. 3. BEFORE WEEDS EXCEED TWO INCHES2" 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 HN NOTIFICATION. N. THE 1 CALENDAR DAYS OF SUCH ED WITHIN TEN 0 C CONTRACTOR SHALL KILL ALL WEEDS 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, GROUND COVER AREAS SHALL BE FERTILIZED WITH GRO-POWER HI -NITROGEN 14-4-9 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 6.�AZ \,N0SCAPF RIOS No � 9� W n � * SEP BER 30 2016 Exp' io e 9�F OF CA��E�� DATE MARCH 15,2016 SCALE N/A DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PHASE 1 &2 TRACT 7267 WILDHORSE BAKERSFIELD, CA RIVER RANCH COMMUNITY, LLC 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (661) 994-1851 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 2/5/16 PER PARKS & REC COMMENTS 2/29/16 PER PARKS & REC COMMENTS 3/15/16 PUBLIC WORKS COMMENTS SHEET N U M B ER L120F 12 PROJECT NUMBER 15-254 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 1 BERKSHIRE ROAD VALVE IDENTIFICATION KEY POINT -OF -CONNECTION EXISTING 2" WATER METER VALVE STATION NUMBERVALVE G.P.M.STATIC WATER PRESSURE- 70 TO 80 PSI CONTROLLER OBTAINED FROM CAL WATER (12/15/2014) DESIGNATIONCONTROLLER- 12 STATION CONTROLLER blr->Rll=*-DESCRIPTION 10 EXISTING 2" RP BACKFLOW PREVENTER VALVE SIZE MAXIMUM FLOW DEMAND- 19 GPM NOTES REFER TO SHEET L3 FOR TREE IRRIGATION PLANS. REFER TO SHEETS L5 AND L6 FOR IRRIGATION DETAILS AND LEGEND. REFER TO SHEET L7 FOR IRRIGATION NOTES AND CALCULATIONS. �o ■ �--VaN�� ,k ,tYlUlb E JI at 9TF OF CA\�\F�� DATE MARCH 1, 2016 SCALE 1"_20' DRAWN BY MER CHECKED BY JR RIOS DESIGN STUDIO LANDSCAPE ARCHITECTURE & DESIGN 3805 ORA VISTA AVENUE BAKERSFIELD, CALIFORNIA 93309 P: 661.835.9259 F: 661.367.5284 PROJECT & CLIENT NAME PHASE 1 & 2 TRACT 7267 WILDHORSE BAKERSFIELD, CA RIVER RANCH COMMUNITY, LLC 998 HUSTON STREET, SUITE C GROVER BEACH, CA 93433 PHONE (661) 994-1851 S H E E T D E S C R I P T I O N SHRUB IRRIGATION PLAN R E V I S I O N S 2/5/16 PER PARKS & REC COMMENTS 2/29/16 PER PARKS & REC COMMENTS S H E E T N U M B E R L40F 12 P R O J E C T N U M B E R 15-254 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.