The URL can be used to link to this page

963w_lsGOLDEN ERA PRODUCTIONS 19625 GILMAN SPRINGS ROAD, GILMAN HOT SPRINGS, CA • z�p GILMAN SPRINGS ROAD CASTLE REHABILITATION LANDSCAPE PLANS � 0 SITE Q z 79 ca U) 0 D: Ly <0 RAMONAEXPWY. LU d n U) RECORD RD. n z m Spgpg z 79 ? W. RAMONA EXPWY. z Lu W a m d O z O�'9g in m W U z o z < W J m z Q z COTTONWOOD AVE O O O m m U I- E. MAIN ST. W W W. 7TH ST 79 U 2 m Q W. ESPLANADE AVE CLI Of LU LL SEC 'ICN TOWNSHIP RANGE: S9 T4S R1W W z 0 o ° z VICINITY MAP: z (Yj O- J N.T.S. W Q d U p � > w HOLD HARMLESS & INDEMNIFICATION CLAUSE 0 d CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT., INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT Q OL SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNERIDEVELOPER, THE CSA, COUNTY OF LOCAL JURISDICTION. AND ° THE LANDSCAPE ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER/DEVELOPER, THE CSA, COUNTY OF LOCAL JURISDICTION, OR THE LANDSCAPE ARCHITECT. COUNTY OF RIVERSIDE NOTES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA.. AND RELOCATION COSTS OF ALL UTILITIES, PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS TO BEGINNING CONSTRUCTION. PHONE: (951) 955-6790 FOR PERMIT CASES (C.U_ P.U., OR VOLUNTARY), CABAZON AND AREA WEST PHONE: (951) 955-6885 FOR PARCEL MAPS AND TRACT MAPS PHONE: (760) 342-8267 FOR PERMIT CASES EAST OF CABAZON o x RIVERSIDE COUNTY INSPECTION AND CERTIFICATION NOTES W m M LANDSCAPE INSPECTIONS SHALL FOLLOW THE MOST CURRENT EDITION OF THE SECTION 11, "LANDSCAPE 00 INSPECTIONS", OF THE RIVERSIDE COUNTY TRANSPORTATION AND LAND MANAGEMENT AGENCY'S COMPREHENSIVE LANDSCAPE GUIDELINES AND STANDARDS. Tr SITE MAP I SCALE: 111-600, NOTICE TO CONTRACTOR CAL A PROJECT STATEMENT THIS PROJECT IS A RENOVATION IMPROVEMENT DUE TO A 2014 FLASH FLOOD STORM THAT STIMULATED HILLSIDE EROSION AND MUDSLIDES INTO THE GOLDEN ERA SITE AND ON GILMAN SPRINGS ROAD. THE INTENT OF THESE PLANS IS TO REINSTALL ALL DAMAGED LANDSCAPE MATERIALS AFFECTED BY THE STORM. 0 0 EXISTING UNDERGROUND STRUCTURES 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, STRUCTURES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. 2. ALL UNDERGROUND UTILITY LINES SHOWN ON THE PLANS WERE FURNISHED BY THE RESPECTIVE UTILITY COMPANIES, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811 TO VERIFY THE UTILITIES ON SITE BEFORE COMMENCING CONSTRUCTION. 3. THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL CONNECTIONS PRIOR TO START OF ANY CONSTRUCTION OR MATERIAL FABRICATION. WE- / t 4. ALL UNDERGROUND STRUCTURES OR UTILITIES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. 5. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD THE UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON THE RECORDS EXAMINED. 6. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. iY 00 L-02 IRRIGATION PLAN........ ......... , - .... L-03 THE CONTRACTOR SHALL VERIFY THAT THE ABOVE ORGANIZATIONS ARE THE ONLY ONES WITHIN THE A. O CONSULTANTS PLANTING PLAN AND NOTES......... L-07 UPON SUCCESSFUL COMPLETION OF INSPECTION, THE COUNTY LANDSCAPE INSPECTOR AND PROJECT FOREMAN PROJECT AREA. THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITY PIPES, SPECIFICATIONS ..... L -09-L-12 26010 RIVERSIDE CA. 92506 SIGN THE LANDSCAPING CERTIFICATE OF COMPLETION, STRUCTURES, ETC.) SHOWN ON THESE PLANS (MAIN LINES ONLY - NO SERVICE LATERALS) WERE PH. (951) 686-1070 A S S 0 C I T E S FAX (951) 788-1256 ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE MEMBER AGENCIES AND ARE JAIME MACIAS Q LU CERT N0. 8 , E 12/2017 APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES z INSPECTION SCHEDULE NOT SHOWN OR NOT IN THE LOCATION SHOWN. 0 U) A. INSTALLATION INSPECTION THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES ~ zzB. SIX-MONTH ESTABLISHMEN' INSPECTION SHOWN ON THESE PLANS AND/OR ANY OTHER UNDERGROUND UTILITIES NOT OF RECORD OR NOT Q C. POST -ESTABLISHMENT INSPECTION SHOWN ON THESE PLANS. O n D ANNUAL MAINTENANCE INSPECTION -MAY BE SCHEDULED AT THE PLANNING DIRECTOR'S DISCRETION. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SIDEWALKS, RAMPS, RAILS, CLEARANCES AND Q APPURTENANCES MEET OR EXCEED THE MOST STRINGENT REQUIREMENTS OF CITY, STATE OR NZW FEDERAL GOVERNMENT FOR ACCESSIBILITY. LU mcoIT j LL D IRRIGATION ORDINANCE STATEMENT: IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ANY STREET MONUMENTATION IN-PLACE. IF ANY U, MONUMENT IS DISTURBED OR DESTROYED THE CONTRACTOR SHALL CONTRACT WITH A REGISTERED E z O LAND SURVEYOR FOR THE RE-ESTABLISHMENT AND MAPPING OF THE DESTROYED MONUMENT, Z z I AGREE TO COMPLY WITH THE REQUIREMENTS OF ORDINANCE NO. 859 AND SUBMIT A COMPLETE LANDSCAPE 0 5 � DOCUMENTATION PACKAGE. SHOULD THE ORDINANCE BE REVISED, THESE PLANS MAY BE SUBJECT TO CHANGE BASED CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL 0 ON THE UPDATED ORDINANCE. DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. m W I PRIOR TO FABRICATION OF ANY PIPE MATERIALS; CONTRACTOR SHALL FIELD DETERMINE THE EXACT o — U m Q Z DATE: 07-26-2016 HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UNDER -GROUND INTERFERENCE AS WELL AS w W U O THE EXISTING WATERLINE AT ALL CONNECTION POINTS. ALL POTHOLING DATA MUST BE PROVIDED TO 2 !� _j I- THE DESIGN ENGINEER WITH LOCATION, SURFACE ELEVATION, DEPTH OR COVER, TYPE AND SIZE OF V IL W UTILITY AT LEAST FIVE (5) WORKING DAYS PRIOR TO FABRICATION SUBMITTAL APPROVALS. LOCATION a G 15 OF EXISTING WATERLINE SHALL INCLUDE DETERMINATION OF ITS EXISTING SLOPE AT THE POINTS OF Z h- CONNECTION. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES BEFORE CONSTRUCTION BEGINS. z W S� d d z W LU THE APPROXIMATE LOCATION OF ONLY MAINLINE UTILITIES ARE SHOWN ON THESE PLANS. NO LATERALS OR SERVICES ARE SHOWN. THE CONTRACTOR MUST VERIFY THE LOCATION OF ALL UNDERGROUND Q. 0 UTILITIES PRIOR TO CONSTRUCTION, INCLUDING LATERALS AND SERVICES. S 4, v o , - o OU a NOTE: SEAL -LAND`. w > U z WORK CONTAINED WITHIN THESE PLANS 6 O H- SHALL NOT COMMENCE UNTIL AN a, ENCROACHMENT PERMIT AND/ORA W co GRADING PERMIT HAS BEEN ISSUED. o RE, ORE o z O F- - - _ Thapmreeenapea�h��spmghesepaosrsresResibNarassuoS 12 U 0_ R: 8G 80L 9 g aes -_ '- Neaxuas avdavpaNr, vi hedesi otroeon, dtleeveeioluepae sj , 7- r 0_ LC A -, S` v + 9' ardegalermuolyapprodTdkgoontudm,liepnvateIiI apearol�led MARK BY DATE _ APPA DATE 9l 0_ L_ shdiNroepmiardeamiegaaaptad#saaroeadreurgl9bsro -- REVISIONS fL (o amrovkv'Jvacout. ENGINEER COUNTY CAL A PROJECT STATEMENT THIS PROJECT IS A RENOVATION IMPROVEMENT DUE TO A 2014 FLASH FLOOD STORM THAT STIMULATED HILLSIDE EROSION AND MUDSLIDES INTO THE GOLDEN ERA SITE AND ON GILMAN SPRINGS ROAD. THE INTENT OF THESE PLANS IS TO REINSTALL ALL DAMAGED LANDSCAPE MATERIALS AFFECTED BY THE STORM. 0 0 EXISTING UNDERGROUND STRUCTURES 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, STRUCTURES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. 2. ALL UNDERGROUND UTILITY LINES SHOWN ON THE PLANS WERE FURNISHED BY THE RESPECTIVE UTILITY COMPANIES, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811 TO VERIFY THE UTILITIES ON SITE BEFORE COMMENCING CONSTRUCTION. 3. THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL CONNECTIONS PRIOR TO START OF ANY CONSTRUCTION OR MATERIAL FABRICATION. WE- / t 4. ALL UNDERGROUND STRUCTURES OR UTILITIES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. 5. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD THE UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON THE RECORDS EXAMINED. 6. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. i I I I i PROJECT DIRECTORY OWNEW/APPLICANT j GOLDEN ERA PRODUCTIONS 19625 GILMAN SPRINGS ROAD GILMAN HOT SPRINGS, CA 92583 TEL (951)654-5347 i LANDSCAPE ARCHITECT ALBERT A. WEBB ASSOCIATES 3788 MCCRAY STREET RIVERSIDE, CA 92506 CONTACT: JAIME MACIAS. LA PH: 951-248-4275 CIVIL ENGINEER ALBERT A. WEBB ASSOCIATES 3788 McCRAY STREET RIVERSIDE, CA 92506 TEL. (951) 686-1070 FAX: (951) 788-1256 ASSESSORS PARCEL NUMBERS/ ZONING/ PROJECTAREA 430-040-024, 430-150-016, 430-150-015 ZONING: COMMERCIAL TOTAL PROJECT AREA: 517,170 SF. /11.87 AC SCOPE OF WORK \` r CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS DESCRIBED ON THESE DRAWINGS TO PROVIDE PLANTING, IRRIGATION, HARDSCAPE INSTALLATION, AND MISC. SITE AMENITIES AS INDICATED ON PLANS. SOIL ANALYSIS NOTE CONTRACTOR AND/OR OWNER IS RESPONSIBLE FOR SUBMITTING A SOIL ANALYSIS REPORT AND DOCUMENTATION VERIFYING IMPLEMENTATION OF ITS RECOMMENDATIONS. CLIMATE ZONE WUCOLS REGION: 4 SUNSET ZONE: 18 LOCAL C.I.M.I.S. WEATHER STATION: HEMET #239 C.I.M.I.S. REFERENCE EVAPOTRANSPIRATION (ETO) ZONE: 9 PRIOR PERMITS #724809.1993 #724810-1993 #783892 PP # 24370 IRRIGATION WATER SOURCE EXISTING WATER SOURCE FOR THIS PROJECT IS FROM EXISTING ON-SITE RESERVOIR SEE SITE MAP ON THIS SHEET, MAINTENANCE ENT±TY CONTINUED LANDSCAPE MAINTENANCE PROVIDED BY GOLDEN ERA PRODUCTIONS PER AGREEMENT DATED. IN PROGRESS SHEET INDEX TITLE SHEET ............................... PREPARED BY: IRRIGATION PLAN, LEGEND, AND NOTES ............................................ L-02 IRRIGATION PLAN........ ......... , - .... L-03 A L B E R T A. ENGINEERING CONSULTANTS PLANTING PLAN AND NOTES......... L-07 PLANTING DETAILS ..... ... .. 3788 McCRAY STREET SPECIFICATIONS ..... L -09-L-12 26010 RIVERSIDE CA. 92506 BGR 150202 PH. (951) 686-1070 A S S 0 C I T E S FAX (951) 788-1256 � JAIME MACIAS 07-26-2016 CERT N0. 8 , E 12/2017 DATE: i I I I i PROJECT DIRECTORY OWNEW/APPLICANT j GOLDEN ERA PRODUCTIONS 19625 GILMAN SPRINGS ROAD GILMAN HOT SPRINGS, CA 92583 TEL (951)654-5347 i LANDSCAPE ARCHITECT ALBERT A. WEBB ASSOCIATES 3788 MCCRAY STREET RIVERSIDE, CA 92506 CONTACT: JAIME MACIAS. LA PH: 951-248-4275 CIVIL ENGINEER ALBERT A. WEBB ASSOCIATES 3788 McCRAY STREET RIVERSIDE, CA 92506 TEL. (951) 686-1070 FAX: (951) 788-1256 ASSESSORS PARCEL NUMBERS/ ZONING/ PROJECTAREA 430-040-024, 430-150-016, 430-150-015 ZONING: COMMERCIAL TOTAL PROJECT AREA: 517,170 SF. /11.87 AC SCOPE OF WORK \` r CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS DESCRIBED ON THESE DRAWINGS TO PROVIDE PLANTING, IRRIGATION, HARDSCAPE INSTALLATION, AND MISC. SITE AMENITIES AS INDICATED ON PLANS. SOIL ANALYSIS NOTE CONTRACTOR AND/OR OWNER IS RESPONSIBLE FOR SUBMITTING A SOIL ANALYSIS REPORT AND DOCUMENTATION VERIFYING IMPLEMENTATION OF ITS RECOMMENDATIONS. CLIMATE ZONE WUCOLS REGION: 4 SUNSET ZONE: 18 LOCAL C.I.M.I.S. WEATHER STATION: HEMET #239 C.I.M.I.S. REFERENCE EVAPOTRANSPIRATION (ETO) ZONE: 9 PRIOR PERMITS #724809.1993 #724810-1993 #783892 PP # 24370 IRRIGATION WATER SOURCE EXISTING WATER SOURCE FOR THIS PROJECT IS FROM EXISTING ON-SITE RESERVOIR SEE SITE MAP ON THIS SHEET, MAINTENANCE ENT±TY CONTINUED LANDSCAPE MAINTENANCE PROVIDED BY GOLDEN ERA PRODUCTIONS PER AGREEMENT DATED. IN PROGRESS SHEET INDEX TITLE SHEET ............................... L-01 IRRIGATION PLAN, LEGEND, AND NOTES ............................................ L-02 IRRIGATION PLAN........ ......... , - .... L-03 IRRIGATION DETAILS... ..... L-04 - L-05 PLANTING PLAN AND LEGEND .......... ... .. L-06 PLANTING PLAN AND NOTES......... L-07 PLANTING DETAILS ..... ... .. L-08 SPECIFICATIONS ..... L -09-L-12 BENCHMARK: GOLDEN ERA PRODUCTIONS IP160022 FEL 2 Y° BRASS DISK STAMPED COUNT, OF RMCRSIDE RIVERSIDE COUNTY B.M. H-35-70 AT NORTHWEST GILMAN SPRINGS ROACH - CASTLE CORNER CONC. SLAB 500' SLY GILMAN SPRINGS ROAD OF INT. RAMONA BLVD AND REHABILITATION LANDSCAPE PLANS AVECENTDERLIONE ELEV401462.72 TITHE SHEET NAVD88 FOR: W,O. COLIN' SCALE: N/AN/A GOLDEN ERA PRODUCTIONS 15-0169 FILE. N NO. DATED 1 3-14-2016 1 2 5-20-2016 3 6-16-2016 4 7-26-2016 26010 SHEET NO. L -O 1 1 OF 2 SHTS BGR 150202 OWNER PREPARED BY: A L B E R T A• ENGINEERING LL IRRIGATION NOTES IRRIGATION SCHEDULE 3788 McCRAY STREET cS' RIVERSIDE o -+ 0 OL PH. (951) NOTE: ' A S S O C IA T w FAX (951) \ \ 1. IT IS THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM GIVING FULL SYMBOL MANUFACTURER/MODEL QTY ARC PSI GPM RADIUS DETAIL O AND READY FOR USE BY THE OWNER. THE DRAWINGS ARE BASED ON LANDSCAPE AND GRADING DRAWINGS SHALL NOT COMMENCE UNTIL AN - \COVERAGE \ IN EFFECT AT THE TIME THESE DRAWINGS WERE MADE. ANY DISCREPANCIES, OMISSIONS, ERRORS, ETC. ON THESE DRAWINGS OR ON SITE CHANGES, DO NOT AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO u� HUNTER MP1000 PROS- I2-PRS40-CV 10 90-210 40 14' 30 w e�fuRE DA.YQ. ,r _ U C.3 \ ThepvaGlaetlsea�sgse@arsNpoesihefaassurmg PROVIDE A COMPLETE SYSTEM AS SHOWN, IF NECESSARY, THE CONTRACTOR MAY, WHERE CHANGES OCCUR, ADD OR HUNTER MP2000 PROS-I2-PR340-CV 6 90-210 40 19' 3D \ "° UFRE. SOC 227-Z6 DELETE DRIPPERLINE, REROUTE PIPE, ETC. TO ASSURE ADEQUATE AND FULL COVERAGE. 0- �' A ° 3 C Ery �'/ ga�ro-iurryaoom�or ag�sb�oo:mepvEelami%apeachiied MARK BY GATE \2. LOCATION OF IRRIGATION LINES AND SYMBOLS ARE DIAGRAMMATIC. ALL IRRIGATION SHALL BE PLACED IN PLANTING f1 HUNTER MP1000 PROS-00-PRS40 9 90-210 40 14' 3E aoorovalovmcou N. AREAS EXCEPT WHEN CROSSING PAVEMENT, \ 3. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION. HUNTER MP2000 PROS-00-PRS40 8 90-210 40 19' 3E \ \ 4. LOCATE ALL VALVES IN PLANTING AREAS. \ 5. IRRIGATION SYSTEM SHALL CONFORM TO STATE AND LOCAL CODES.THE SYSTEM SHALL BE FULLY GUARANTEED FOR A HUNTER MP2000 PROS-00-PRS40 1 360 40 1.47 19' 3E PERIOD OF ONE YEAR. ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE \ \ \ IRRIGATION CONTRACTOR AT NO COST TO THE OWNER.: HUNTER MP3000 PROS-00-PRS40 7 90.210 40 30' 3E \ 6. THE SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR, ANY DEFECTIVE MATERIAL OR POOR \ WORKMANSHIP SHALL BE REPLACED OR Pn00CrTMM BY THE IRRIGATION CONTRACTOR AT NO COST TO THE ❑c w — : - \ k �„, - - RAIN BIRD RWS-M-B-C-SOCK 51 360 30 0.50 V 2J \ \ 7. ALL WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVES SHALL BE COPPER OF #14 DIRECT BURIAL. USE BLACK FOR V PILOT, WHITE FOR COMMON. COMMON WIRE SHALL BE 12 GAUGE WIRE. INSTALL IN COMMON TRENCH WITH MAIN LINE p \ \ PIPING WHERE POSSIBLE. SYMBOL MANUFACTURER/MODEL QTY _PSI GPM RADIUS DETAIL \ \ \ \ 8. PROVIDE MINIMUM 24" COVER OVER ALL PRESSURE MAIN LINE PVC PIPING, AND 12" OVER ALL NON -PRESSURE LATERAL LINE PVC PIPING, EXHAUST HEADER PVC PIPE AND SUPPLY HEADER PVC PIPE. ALL PVC PIPE UNDER PAVED AREAS SHALL i HUNTER PGP -00 42 45 1.50 31' 3C w Q \,� \ \ \ \ BE INSTALLED IN A PVC SLEEVE SIZED PER SLEEVE CHART AND WITH 36" MIN. COVER. SLEEVE LOCATIONS SHALL BE AS SHOWN ON PLANS. CITY DEPTH REQUIREMENTS FOR PIPE SUPERCEDE ALL THE ABOVE DIMENSIONS. DRIP IRRIGATION HUNTER PGP -00 38 45 2.00 34 3C \ \ RIGHT-OF-WAY \ \ LINES SHALL BE AT GRADE WITH 3" OF MULCH COVERAGE AT SHRUB AREAS, 1-1/2" COVERAGE AT GROUND COVER AREAS, EXISTING ELECTRIC\ 9. DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN HUNTER PGP -00 139 45 3.00 38' 3C \ STRUCTURES (TYP.) \ \ OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING THE DESIGN PROCESS. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE; OTHERWISE, THE \ \ \ IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS, HUNTER PGP -I2 -CV 2 45 1.50 31' 3E3 10. LOCATION OF P.O.C. IS ONLY DIAGRAMATIC. LOCATION SHALL BE VERIFIED IN FIELD. HUNTER PGP -12 -CV 41 45 3.00 38' 3S \ \ \ \\ \ 11. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE \ INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNER'S REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS, SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY DETAIL \ \ \ \\ 12. CONTRACTOR SHALL PROVIDE IRRIGATION AS -GUILTS IN A 11X17 REDUCTION COPY FORMAT, COPIES MUST BE LAMINATED AND KEPT INSIDE CONTROLLER BOX PER WATER DISTRICT REQUIREMENTS, RAIN BIRD XCZ-100-PRB-COM 4 2E, 2H, 3A \kvU \ \\ \ 13. AFTER PROJECT INSTALLATION AN AUDIT SHALL BE CONDUCTED BY A CERTIFIED IRRIGATION AUDITOR AND FINDINGS MEDIUM PLUS FLOW DRIP CONTROL KIT FOR COMMERCIAL \ \ STATED IN A REPORT. APPLICATIONS. 1" BALL VALVE WITH 1' PESB VALVE AND 1' PRESSURE \ \ \ 14. NO LOW HEAD DRAINAGE ALLOWED. REGULATING 40PSI QUICK -CHECK BASKET FILTER. 3GPM TO 20GPM. \ 15. PRIOR TO BACKFILLING THE PARTY RESPONSIBLE FOR IRRIGATION INSTALLATION SHALL CONDUCT A PRELIMINARY FIELD uV /� INSPECTION OF THE IRRIGATION SYSTEM. 16. PER ORDINANCE 348 - NO SPRINKLERS ON RISERS ADJACENT TO WALKS STREETS OR PAVEMENT. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL - \ � 17. NO OVERHEAD IRRIGATION WITHIN 24" OF NON -PERMEABLE SURFACES. \\ \ 18. 1 AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE NO. 859.3 AND APPLY THE CRITERIA FOR THE EFICIENT USE OF S RAIN BIRD PESB-PRS-D 25 20,211, 3A \ WATER IN THE IRRIGATION DESIGN PLAN. 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING 217 \ CAPABILITY GLOBE CONFIGURATION WITH PRESSURE REGULATING MODULE, AND SCRUBBER TECHNOLOGY FOR RELIABLE \ EXISTING STUB -OUT \ PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS. \ \ FOR FUTURE\ IRRIGATION FIELD ADJUSTMENT NOTE: IRRIGATION ON GILMAN \ 0 EXISTING SHUTOFF VALVE 7 \ SPRINGS ROAD TO BE fto\ THE CONTRACTOR SHALL FIELD ADJUST IRRIGATION SYSTEM WHEN VERTICAL CONTRACTOR TO PROTECT EXISTING VALVE IN PLACE (SEE PLAN) \ PROTECTED IN PLACE OBSTRUCTIONS (FIRE HYDRANT, STREET LIGHTS, TREES, SIGNAGE, ETC.) INTERFERE WITH THE IRRIGATION SPRAY PATTERN. THE CONTRACTOR SHALL D RAIN BIRD 44 -LRC 8 2G EXISTING 3' MAINLINE: \ \ INSTALL QUARTER OR HALF CIRCLE ON EACH SIDE OF THE OBSTRUCTION TO 1" BRASS QUICK -COUPLING VALVE WITH CORROSION -RESISTANT \ WIRES, AND VALVES TO PROVIDE PROPER IRRIGATION COVERAGE. ALL ADJUSTMENT SHALL BE MADE STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER \BE PROTECTED IN PLACE. \ O \ \ AT NO ADDITIONAL COST TO THE OWNER, TYPICAL. COVER, AND 2 -PIECE BODY. O \ THE CONTRACTOR SHALL ADJUST ALL IRRIGATION HEADS TO ELIMINATE �' LASCO FITTINGS TUBV-SC 13 3F \ \ OVERSPRAY ONTO THE SIDEWALK, STREET, WALL/FENCE, ELECTRGC/CABLE 1', 1-1/2", 2", AND 3' PLASTIC FULL BLOCK TRUE UNION BALL VALVE. BOXES, ETC, SHUT OFNISOLATION VALVE TO ELIMINATE WATER HAMMER. INSTALL \ \ \ SAME SIZE AS MAINLINE. OR APPROVED EQUIVALENT. >� \ SPRAY HEADS ADJACENT TO PAVING NOTE MY EXISTING MASTER VALVE 2 EXISTING ELECTRIC SPRAY HEADS (FIXED RISER OR POP -UPS) TO BE LOCATED 24 INCHES CLEAR OF TO BE PROTECTED IN PLACE (SEE NOTE ON PLAN) STRUCTURESTYP. \ CURBS, SIDEWALKS OR PAVING. BF ( ) \ \ � EXISTING BACKFLOW DEVICE 2" 1 \ - \ REDUCED PRESSURE BACKFLOW PREVENTER TO BE PROTECTED IN PLACE Q EXISTING RAINBIRD ET CONTROLLER 1 50 \ \ RAINBIRD ESP -MC -40 SMART CONTROLLER WITH ET MANAGER IN ENCLOSURE. TO BE PROTECTED IN PLACE. © EXISTING RAINBIRD ET CONTROLLER 1 \ GRAPHIC SCALE 1 '=40' RAINBIRD ESP -MC -40 SMART CONTROLLER WITH ET MANAGER IN ENCLOSURE. TO BE PROTECTED IN PLACE. LU _ MATCHLINE SEE SHEET L-03 REVISIONS OF GA PREPARED BY: A L B E R T A• ENGINEERING LL r. 3788 McCRAY STREET cS' RIVERSIDE o -+ 0 OL PH. (951) NOTE: ' A S S O C IA T w FAX (951) 788-1256 - �"` JAIME MACIAS 07-26-2016 >p z - _ WORK CONTAINED WITHIN THESE PLANS O 1- SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A u� a J i `� GRADING PERMIT HAS BEEN ISSUED. - w e�fuRE DA.YQ. ,r U C.3 ThepvaGlaetlsea�sgse@arsNpoesihefaassurmg J CD "° UFRE. SOC 227-Z6 mem a1tl �ihedeNah¢reo�Irhemlofdarae 0- �' A ° 3 C Ery �'/ ga�ro-iurryaoom�or ag�sb�oo:mepvEelami%apeachiied MARK BY GATE f1 ,:DERGROB', SEFvC 4=_P,T sWbewpo fadolenhiganac0bles imartwislNihe0,nfor — aoorovalovmcou N. ENGINEER REVISIONS OF GA SEE SHEET L-05 FOR WATER BUDGETS AND SCHEDULES BENCHMARK: GOLDEN ERA PRODUCTIONS IP160022 PP26010 SHEET NO. FEL 2 Y° BRASS DISK STAMPED COUNTY OF RIVERSIDE COUNTY B.M. GILMAN SPRINGS ROAD - CASTLE H-35-70 AT NORTHWEST L-0 CORNER CONC. SLAB 500' SLY GILMAN SPRINGS ROAD OF INT, RAMONA BLVD AND REHABILITATION LANDSCAPE PLANS AVECENTDERLIONE ELEV401462.72 IRRIGATION PLAN LEGEND AND NOTES 20F12— NAVD88 � f �OF® SWTS SCALE: FOR: W.O. COUNTY H: N/A V: N/A GOLDEN ERA PRODUCT ONS 15-0169 FILE NO. BGR 150202 cl V os t PREPARED BY: A L B E R T A• ENGINEERING CONSULTANTS r. 3788 McCRAY STREET cS' RIVERSIDE CA. 92506 -+ PH. (951) 686-1070 ' A S S O C IA T E S FAX (951) 788-1256 JAIME MACIAS 07-26-2016 CERT N0. 12/2017 DATE: SEE SHEET L-05 FOR WATER BUDGETS AND SCHEDULES BENCHMARK: GOLDEN ERA PRODUCTIONS IP160022 PP26010 SHEET NO. FEL 2 Y° BRASS DISK STAMPED COUNTY OF RIVERSIDE COUNTY B.M. GILMAN SPRINGS ROAD - CASTLE H-35-70 AT NORTHWEST L-0 CORNER CONC. SLAB 500' SLY GILMAN SPRINGS ROAD OF INT, RAMONA BLVD AND REHABILITATION LANDSCAPE PLANS AVECENTDERLIONE ELEV401462.72 IRRIGATION PLAN LEGEND AND NOTES 20F12— NAVD88 � f �OF® SWTS SCALE: FOR: W.O. COUNTY H: N/A V: N/A GOLDEN ERA PRODUCT ONS 15-0169 FILE NO. BGR 150202 cl V os t Q_ MA TCHLINE SEE SHEET L-02 m I" pmmpw� mill, m" =_AWP� < 0- %1 __ , I 1 1"" ''1 1 1 3" v EXISTING 3" MAINLINE > WIRES, AND VALVES TO BE PROTECTED IN PLACE. F— t.5"� 2! �. C-18 2" 21.0 0GH-9 PROTECT VALVE IN PLACE. C4� INSTALLATION OF NEW 6"MAINLINE EXISTING VALVE CHF -24 AND (START AND END POINTS AS NOTED) SHALL •BE INSTALLED AT SPRAY BODIES TO BE PROTECTED IN PLACE. EXISTING VALVE TO BE a - z 0 Z Z < Z ui 0 LL F tp U) Z 0 of 0 n SEAL -LANDSCAPE ARCHITECT BENCHMARK: GOLDEN ERA PRODUCTIONS IP160022 PP26010 SHEET NO. UU z 0 U) NOTE: PREPARED BY: < > 0 Z WORK CONTAINED WITHIN THESE PLANS FEL 2 Y2" BRASS DISK STAMPED COUNTY OF RIVERSIDE 0 < .. A LB E R T A RIVERSIDE COUNTY B.M. SHALL NOT COMMENCE UNTIL AN ENGINEERING CONSULTANTS H-35-70 AT NORTHWEST GILMAN SPRINGS ROAD - CASTLE ol L-03 < A, L _wc ENCROACHMENT PERMIT ANDIOR A 3788 McCRAY STREET CORNER CONC. SLAB 500' SLY GILMAN SPRINGS ROAD LU - -_ M RE GRADING PERMIT HAS BEEN ISSUED, 4 RIVERSIDE CA. 92506 OF INT. RAMONA BLVD AND 0 U) D�� PH, (951) 686-1070 Lu Z REHABILITATION LANDSCAPE PLANS UJI 6 0 > VIDIL yc' 7, C SANDERSON AVE 40' WLY 12 , 3 1 1 —eon L - C I A T E s FAX (951) 788-1256 CENTERLINE ELEV. 1462.72 IRRIGATION PLAN 3 OF12SHTS Q 0 A S S 0 NAVD88 Ll� < rr 7-2 16, _j 0-. 11 -_ JAIME MACIAS 07-26-2016 W.O. COUNTY EY APPIR, DATE FOR: L MARK BY DATE 0- OF \i SCALE: PRODUCTIONS 15-0169 FILE NO. CERT N0.5K7,0� EY5��1272017 DATE: H:- N/A GOLDEN ERA BGR 150202 < n S'`Vzr' Al-, ENGINEER REVOONS COUNTY N/A V: rm Annmwlhvthpmlj* I I I I ?-(os w e i 7 U3 w d Q ; , = 1 LEGEND: 1. EXISTING SUBSURFACE LEGEND:40 ¢yY } -,may_ 1 1, EXISTING SUBSURFACE _ - 2 2. JOINT RESTRAINT (2 < <A`� =j t • ' r,, N l ^r� 2. DUCTILE IRON CLAMP (2 m m ;,_ .,.,5:��:�.. '.'�'E' ^- 'S>.`�Y'• y drvr 2 REQUIRED) i 2 • W s1, �7 -.,: .. :-. - - 3 REQUIRED) x- IRON TIE BAR _ �# - 3. DUCTILE IRON 4 LUG 3, DUCTILE (2 Oji 3 FITTING REQUIRED) h_ 4. FINISH GRADE 4. FINISH GRADE z 5. BACKFILL (FREE OF : tir " y f 5. BACKFILL (FREE OF W F- DEBRIS AND ROCK C�'r Y DEBRIS AND ROCK GREATER THAN 1" SEE l GREATER THAN 1" SEE 5 - SPECIFICATIONS) SPECIFICATIONS) 6. CONSTRUCTION GRADE - 3 6. CONSTRUCTION GRADE 4 W , •: - - ; ., . SAND ABOVE AND BELOW PRESSURE PLAN SAND ABOVE AND 4 BELOW PRESSURE '- MAIN SUPPLY q SUPPLY LINE SUPPLY LINE LEGEND: U) PLAN _ _ - 5 MAIN SUPPLY, LATERAL, & WIRING LATERAL 1 & Qr 5 BUNDLMAINLIE 10 OGCTMAXAPE O tlS �- Lu w LL �okw> 0 w w a c70 m to pw 2. LATERAL LINE 3 . MAINLINE © w° �aaa LL m _A n ,art U 4. ALL MAINLINES SHALL BE W Z o o w CD `z ••- «. z a = INSTALLED PER MANUFACTURER'S DO CL F m €c 9 • SPECIFICATIONS z [o ~ 0 o - w w 5 SNAKE ALL PLASTIC PIPE z z 0 0 v z w p a M �.�a,w * h 6 `tvs �z j kw Yui a �.; x s r x e a s,,}r 0 a � O w w 6 7 INTO TRENCHES AS SHOWN. 6, PROVIDE A 20' LOOP IN WIRE @ ALL CHANGES OF DIRECTION Q A 6 a Y ;;; ,,r w A: e i y w.a t xx M. r h #;t t a, :? `u r • O a v GREATER THAN 300REMOVE TIES AFTER ALL CONNECTIONS HAVE CL Id l H '" ,: �� < nay:' z b „ Luco c`tn BEEN MADE. - 03 U) C7 d,O U z o SECTION 0z 7. INSTALL ALL 120V WIRE IN w J O SECTION WIRING 120 VOLT CONDUIT PER LOCAL CODE. o- ' o p = J 0 2 ELBOW WITH JOINT RESTRAINT 2B PIPE JOINT RESTRAINT IRRIGATION TRENCHING SCALE: NTS -SCALE: U 3/4'=1'-0" (FOR PIPE SIZES 4" AND GREATER) SCALE: 314„=1,-0„ (FOR PIPE SIZES 4" AND GREATER) § Z uD 2 _j U Z 1 16 2 LEGEND: 11 Fn 0 o«, LEGEND: 1 3 a W Z 0 LLLEL 1. FINISH GRADE/TOP OF MULCH 3 >O 0. 1 1. HARDSCAPE SURFACE 2. RECTANGULAR VALVE BOX - - 0 z 2. CLEAN BACKFILL AS REQUIRED. TO BE SET SEE SPECIFICATIONS) 14 4 U F- J 2 IN 6" LIFTS. REFER TO SPECIFICATIONS FOR 3. 30 -INCH LINEAR LENGTH OF WIRE, COILED 15 Y SU) o- SPECIFIC MATERIAL AND COMPACTION 4. WATERPROOF CONNECTORS 912 U REQUIREMENTS. 9 ' p to 5. 1 -INCH PVC BALL VALVE N - Q > 3. LATERAL LINE WITH SLEEVE. 11 n 10 6. VALVE ID TAG - J CIL 0 � F U > ¢ rn cn 4. PRESSURE MAIN LINE WITH SLEEVE. 7 REMOTE CONTROL VALVE: IL Q w w LL (Y a � 3 5. CLEAN SAND. 8, PRESSURE REGULATING QUICK CHECK BASKET FILTER: 13 Lu ��+' w 6. CONTROL WIRES &COMPUTER HARDWARE RAIN BIRD PRB-QKCHK-100 5 w a z o z = WIRE SLEEVE. 11 ( ( I (INCLUDED IN KIT) FLOWS GREATER THAN 20 GPM OR 1.5" VALVES 4 SHALL HAVE TWO BASKET FILTERS PER VALVE. 10 NLEGEND: Qi ' : <•-.::, ;.:-r. •-: ; 5 NOTES: _ ., . - 9. PVC SCH 40 FEMALE ADAPTOR 1 RECTANGULAR PLASTIC VALVE BOX _ 6 � 10. LATERAL PIPE W! LOCKING TOP (HEAT BRAND 6 ALL SLEEVES TO BE PVC SCH. 40 AND TWICE THE 11. PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 'RCV' AND STA. # IN 2" LETTERS). SET 2" 7 DIAMETER OF THE WORKING PIPE. J _ ABOVE FINISH GRADE IN 2, ALL SLEEVES TO RUN A MIN. OF 12" BEYOND Y 16 17 12. PVC SCH 40 ELL PLANTING AREAS ONLY. 7, SCH 80 PVC PIPE (TYP.) B HARDSCAPE EDGES. 13. PVC SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 2. FINISH GRADE. 8. MAINLINE PER PLAN. v 3. CLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND - 3. RECTANGULAR PLASTIC VALVE BOX 9. SCH 80 PVC FITTING SxSxS. 9 6" UNDER WALKS AND DRIVES, 14, PVC SCH 40 TEE OR ELL WITH LOCKING COVER (HEAT BRAND 10, 3' AIR GAP BELOW VALVE 16. CHRISTY I.D. TAD WITH STATION # 4. PIPE UNDER ROAD WAYS SHALL BE SLEEVED AND 15. MAINLINE PIPE CONTROLLER AND STATION NUMBER 11. WATERPROOF WIRE CONNECTORS. IDENTIFIED WITH MARKING TAPE INSTALLED 12" 16. 3 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL ON LID IN 2" LETTERS). 12. SCH. 80 PVC UNION NOTE: BELOW SURFACE IDENTIFYING TYPE OF LINE WITH "CAUTION 17, PVC SCH 80 NIPPLE 4, ELECTRIC CONTROL VALVE 13. SCH. 40 PVC MALE ADAPTER ALL VALVES TO BE INSTALLED IN PLANTER APWA STANDARD WATERLINE BURIED 13 14 15 WITH PRS. (REFER TO LEGEND). AREAS WHERE POSSIBLE BELOW" IN BLUE OR "CAUTION RECYCLED WATER 5. (2) C.F. PEA GRAVEL SUMP. 14, SCH.80 PVC NIPPLE WRAP BOTTOM AND SIDES OF VALVE BOX LINE BURIED BELOW" IN PURPLE, 6. SCH 80 PVC ELL SxS 15. PVC BALL VALVE WITH FILTER FABRIC TO COVER OPENING z OIRRIGATION PIPE SLEEVING 2E o DRIP VALVE ASSEMBLY ® AUTOMATIC VALVE WI OPTIONAL PRS SCALE. 1"=1'-0" SCALE: NTS SCALE: 1"=1'-0" wLO rn c 1 LEGEND: 0 ' 2 3 LEGEND: _ 1 2 o 3 - 1 2 6"MIN. 18" MAX. 3 1. FINISH GRADE 2. ROUND PLASTIC VALVE BOX & COVER- HEAT BRAND 1/4" 'QC ON LID IN 2" LETTERS p 1 4 1. FLUSH IN TURF AREAS m - SET 1" ABOVE GRADE LU 2" IN GROUND COVER AREAS IN LAWN AREA, OR 2" z 0 5 2. BUBBLER HEAD _` ABOVE FINISH GRADE IN PLANTING AREA CIS LU L.- \. Z zH 6 7 3. FINISH GRADE 4. ROOTZONE KIT PER LEGEND 5. ROOT ZONE SOCK TWO WIRES THREE WIRES FOUR WIRES z -. _ 4 3 STRUCTURE OR HARDSCAPE WHERE OCCWRS 5 4. QUICK 8 14 OANGE. 6 5. BRASS NIPPLE 8" LONG - 6, P.V.C. RISER x - 6. BRICK (1 OF 3) W Q Z h Hry am-- z N I 9 r 10 7. PVC STREET ELL 8. PVC ELL g, FLEX -RISER r ¢ - ., ` 7 7 AGGREGATE BASE HED 8 8. BRASS NIPPLE 6' LONG 10. LATERAL LINE WITH o i' 9. BRASS 90 STREET ELL z O 9 FITTING F- O PVC TEE OR ELL 13 10. PRESSURE SUPPLY LINE 0 � � I 10 11. BRASS 90 STREET ELL F_ O O I NOTE: LEGEND: 12 11 12. BRASS 90 ELL i %I 1. FILL BASKET WITH PEA GRAVEL 1. CLEAN AND STRIP WIRES. CONNECT WIRES WITH A'SCOTCH-LOC' OR EQUAL ELECTRICAL WIRE 13. #4 REBAR STAKE (24" MIN) _ I BEFORE LOCKING LID CONNECTOR, WIRES ARE TO REMAIN CLEAN AND DRY TO ENABLE SLEEVE TO PROPERLY SEAL. 14, STAINLESS STEEL SCREW CLAMP. ' 0 1 LL! 44. <i U' Z 0 2. INSTALL JUST OUTSIDE OF TREE 2. POSITION SLEEVE TO APPROX. 1/4" OVER WIRE CONNECTOR (FIG. 2). PUSH CLIP OVER SLEEVE PLAN VIEW ROOTBALL END AT EACH PAIR OF WIRES AS SHOWN. fl' z d 3. MANUFACTURER SPECIFICATIONS TAKE PRECEDENCE 3, SHRINK THE SLEEVE WITH A TORCH AT A LOW FLAME. SWEEP SLOWLY BACK AND FORTH AROUND SLEEVE UNTIL ADHESIVE FLOWS AND SEALS AROUND WIRES AT EACH CLIP HOLD TORCH 4.6 Q.C� BALL VALVE _ TO SLEEVES OR WIRES. AVOID SCORCHING. ALLOW F- INCHES FROM SLEEVE. DO NOT TOUCH FLAME I W Q TO COOL FOR APPROX. TWO (2) MINUTES. w MAE� - ` Lu BELOW GRADE BUBBLER o 0 Z2 LL, z� o SCALE: NTS o IRRIGATION WIRE CONNECTIONS2G QUICK COUPLING VALVE Z,'-, SCALE: NTS 17- Q - - -- M z"„',-� _ k r SCALE: NTS 9 U d Nt G �cr� H. r, zv ��•� _ __. ry Z O NOTE: SEAL -LANDSCAPE ARCHITECT BENCHMARK: GOLDEN ERA PRODUCTIONS IP160022 PP26010 SHEET No. W S > s' 0 © t- cn U z Q _ - ' WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN \ ` ENCROACHMENT PERMIT AND/ORA - -- _ - -- - r _- ,%'�!'f�`. c,As q �P wo`, PREPARED A L B E R T A. ENGINEERING 3788 McCRAY CONSULTANTS STREET EEL 2 Yz" BRASS DISK STAMPED RIVERSIDE COUNTY B.M. H-35-70 AT NORTHWEST COUNTY GILMAN OF RIVERSIDE SPRINGS ROAD - CASTLE -0 d DIAL , v CORNER CONC. SLAB 500 SLY GILMAN SPRINGS ROAD LLIDE,0- GRADING PERMIT HAS BEEN ISSUED. w n. RIVERSIDE CA. 92506 OF INT, RAMONA BLVD AND REHABILITATION LANDSCAPE PLANS _ �'' A ; - o -�, PH. (951) 686-1070 O U - 92 31-2017 FAX 951 788-1256 SANDERSON AVE 40' WIL62. IRRIGATION DETAILS 4 12; Tha a(ela�dSApa�difleLls Mesa ___ -_ __ _ -- _-. A S S 0 C I A T E S ( ) ELEV. 1462.72 �OF_ SWTS > Q J � U Q L: -RE`--, _ '... _-8Gu .;_�gr,- :I. ° �0 Iheamra aatl iYoi dNe e*h.eeorarhevO dsaepaa9c� - -- -7-26-2016` 9 , `� JAIME MACIAS 07-26-2016 NAVD88CENTERLINE FOR: W.O. COUNTY _ d. �� w � ,t,� , y aaslagaftercoualyappraualardudrrpcoastrucGer;ihepmateiaotlscapaarchiiee MARK 3Y DATE O APPR DATE rF - NFp``" F' SCALE: N/A GOLDEN ERA PR011UCTI©NS 15-0189 FILE NO. BGR 15(P-026 cC LL �L, �cL ALERT tallxmpooalllebditniinlianimpta8esddooaetlreveaglepiaesl¢ RINSIONS Cpl CERT NO.5 E 2/2017 DATE: H:_ V ��DEGROUNL a vale tl�wua . ENGINEER COUNTY , - U3 w W LEGEND: 1 W > Col o 2 1. GEAR DRIVE ROTOR (SEE LEGEND) 6 2 3 2. SPRINKLER STABILIZER BAR (SEE 5 r F_ Z c4 O SPECIFICATIONS) 1 2 LEGEND: 3 UJ 4 3. SPRINKLER STABILIZER (SEE SPECIFICATIONS) i 4. EXTERNAL CHECK VALVE (SEE 1. CURB, SIDEWALK, ETC.:"�>>.3"�T SPECIFICATIONS) 24' BV B QC; 5 z 5. y' X 24" PVC SCH. 80 RISER ... 2. FINISH GRADE. 6. FINISH GRADE ' ' - - 3. POP-UP ROTOR HEAD WITH ANTI -DRAIN VALVE SET A 1-�A 2 A-3 4 `� ` 7. y' FIPT X FIPT SCH. 40 90° ELBOW (1 REQUIRED) 3 TOP OF HEAD 1/2" ABOVE GRADE. Cr) In z 6 8. S X S X T TEE IN LATERAL LINE (LATERAL LINE -- - 4 4. SCH. 80 PVC NIPPLE MIN. 2" LONG. 1'-6" V-6" 1'-6" 1'-6" 1'-6" s SIZE X 4' FIPT) 9. -4'" FIPT X MIPT SCH. 40 90° ELBOW (2 REQUIRED) 5 5. SCH. 80 PVC TxT ELL. Q NON d 10. -PRESSURE LATERAL LINE (SIZE PER PLAN) z 6 6. PVC TxT MARLEX STREET ELL. VALVE MANIFOLD (SEE NOTE FOR SINGLE VALVE MANIFOLD) 0 U) 11. a" X 8" PVC SCH. 80 NIPPLE w 7 d _ _ 7 - - - 8 7. 8. SCHEDULE 80 PVC NIPPLE MIN. 10" LONG. SCH. 80 PVC TxT MARLEX STREET ELL. LEGEND: 1. PRESSURE SUPPLY LINE (SEE PLAN FOR SIZE) NOTE: NO MORE THAN 5 ELECTRIC CONTROL VALVES of Q 11 9, SCH, 80 PVC SxSxT TEE. 2. BALL VALVE TO MANIFOLD (SEE BALL VALVE DETAIL) ARE TO BE INSTALLED PER MANIFOLD. EACH M F_ - _ _ - 3. QUICK COUPLE (SEE IRRIGATION LEGEND AND DETAIL) MANIFOLD SHALL HAVE A MAXIMUM OF 15' 0 rn 9 10, LATERAL LINE PIPE AND FITTING. 4. HEAT BRAND ALL VALVE BOXES PER SPECS SEPARATION. ALL MANIFOLDS ARE TO BE NOTES: 5. ELECTRIC CONTROL VALVE (SEE IRRIGATION LEGEND AND INSTALLED IN PLANTER AREAS WHENEVER Z F_ $ - DETAIL) POSSIBLE. N p 10 ADJUST PLANT MATERIAL SO AS NOT TOOMIT 9 6 SHALL MATCH R LATERAL PIPE, PIPE ITHE BALL VALVE TO MAIFOLD ONLY OBSTRUCT ROTOR HEAD SIZEMANOFVALVE. (SHOWNAT FOR ONE E ECTRIC CONTROLVALVE IN (FOLD. ( LLf W "' 10 GRAPHIC CLARITY, LOCATE UNDERNEATH VALVE BOXES) QUICK COUPLERS ARE TO BE INSTALLED PER 1- 7. BALL VALVE AND SUPPLY LINE TO QUICK COUPLER (IF LOCATIONS ON PLAN. Q APPLICABLE) UJ U O tC d o = H- J SHRUB ROTOR ON RISER 3B POP-UP ROTOR 3A o VALVE MANIFOLD U SCALE: 1 1/2"=1'-0" SCALE: 1 1/2'=1-0' SCALE: 3/4„=1,-O" Z J () W 3; i- LEGEND: Q Riverside County Ordinance 869 Landscape Water Use Calculations 24" MIN. _- 1, SHRUB SPRAY NOZZLE AND SCREEN WITH C0 CC W Project Tyrie ResidentialPRIVATE ADAPTOR (SEE LEGEND) Fn © GOLDEN ERA PRODUCTIONS - CASTLE 2. EXTERNAL CHECK VALVE (IF NEEDED) z rry 3. Z' PVC SCH. 80 RISER (LENGTH VARIES � 1 0 O O U Z z ii.5#0 ETo allowance 4. FINISH GRADE O Z Z ri 5. ADJACENT HARDSCAPE (IF APPLICABLE) 2 LEGEND: U d M 5 6. Z' FIPT X FIPT SCH 40 90° ELBOW (1 REQUIRED) W J Gt Applicant to use drop down menus in cells that indicate a selection to describe each hydrazone �„ 7. X 8" PVC SCH. 80 NIPPLE 1. FINISH GRADE. U © Where °INPUT is shown, applicant to enter project specific information. A, 8. q" FIPT X MIPT SCH. 40 90° ELBOW (2 REQUIRED) 2. POP-UP SPRAY HEAD WITH ANTI -DRAIN Q LU LU Please note that embedded formulas will reflect as 'false' or as an error until selections are completed. ;`V 9. S X S X T TEE IN LATERAL LINE (LATERAL SIZE X 3 VALVE. SET TOP OF HEAD 112" ABOVE d O F z' FIPT) GRADE. n U 1 Maximum Annual Water Allowance (MAWA) - 10. NON -PRESSURE LATERAL (SIZE PER PLAN) 4 3. SCH. 80 PVC TxT 90° ELL. Qry CL - 4. SCH. 80 PVC TxT 90° STREET ELL. INPUT the total square footage of landscape = 565,587 S.F. - - 5 INPUT the Hist. ETo for the area =1 58.74 - -- 5. SCH. 80 PVC NIPPLE (TYP.). 6 6. LATERAL LINE PIPE AND FITTING. MAWA = 1,376,872 cu ft ! yr -- 7 7. SCH. 80 PVC TxT 90° STREET ELL. 2 Estimated Annual Water Use (EAWU) Plant Type Water Use 8 Hydrozone #1 Plant Factor= 0.2 ,., r.., n;,, 9 - 6 INPUT Square Foot Area of Hydrozone = 391,223 7 10 j Hydrozone Irrigation Efficiency = 0.75 R��,, EAVVU = 507,946 cu ft! y€ Plant Type Water Use Hydrozone # 2 Plant Factor= '0.5 INPUT square footage of hydrozone =F-1-7-4,3-6-4--1 Z Hydrozone Irrigation Efficiency = O.75 pca,10Spra„ , 0 EAWU - 565 �5 cu it / yr Plant Type Water use 3 E SHRUB SPRAY ON RISER p POP-UP SPRA Y - Hydrazone # 3 Plant Factor= 0 S___,,e SCALE: 3"=1'-0" ria SCALE: 1 1/2"=1'-0" 5 =© square footage of hydrazoneLO MINPUT OD Hydrazone Irrigation Efficiency = 1 �s © EAWU = ®cu ft / yr LY Plant Type Water Use U Hydrozone # 4 Plant Factor= ' 0 SE, . M rY, INPUT square footage of hydrozone _ IRRIGATION SCHEDULING NOTE: p Hydrozone Irrigation Efficiency = 1 »a EAWU ®cu ft SCHEDULE PROVIDED IS DETERMINED FOR ESTABLISHED PLANTS. CONTRACTOR TO ADJUST IRRIGATION LEGEND: Z - / yr CONTROLLER TIME TO OPERATE EACH VALVE FOR 1.5X MORE DURING INITIAL ESTABLISHMENT PERIOD. 12" MIN . CD Plant Type Water Use SCHEDULE SHOWS ONE OF EACH TYPE VALVE (BUBBLER, ROTOR, SPRAY) AS A TYPICAL SCHEDULE. 1 2 L CURB SIDEWALK. ETC. Hydrozone # 5 Plant Factor= 0 3 W 1 © Z INPUT square footage of hydrozone -® _ _ 2. FINISH GRADE F- r! Q Hydrozone Imgation Efficiency = 1«'a 3. ROUND PLASTIC VALVE BOX • n EAWU - ®cu ft i yr RECOMMENDED IRRIGATION ,$(+FfEMING-- 4 TON (HEAT Q Plant Type Water Use � BRANDEING 2" LETTERS) G1 Hydrozone # 6 Plant Factor= 0 -�-c , :ria Project Name: GOLDEN ERA CASTLE 5 4. SCH. 80 TRUE UNION BALL VALVE W. Z F_ INPUT square footage of hydrozone =® Client time: GOLDEN ERA PRODUCTIONS (LINE SIZE) 1- Hydrozone Irrigation Efficient = 1 Ya Tract I APN No,: PP 26010 ° ^- 8 5. SxT SCH. 80 FITTING (TYP.) U_ O EAWU 0 cuftlyr Date. 20 -May -15 Winter Spring Summer Pall 6. 2 C.F. PEA GRAVEL SUMP - r I� PRIVATE RESERVOIR ' (Dec, -Fab.) (to ar. 2 (Jun. -Au .) ( _-Nov.) O � 3: SubTotal EAWU 1,073,911 cu ft i yr Soil Type: SANDY CLAY LOAM 6.92 in. 1fi.1t11 n. 22.73 in, 12.99 in. - 7. SCH. 80 PVC NIPPLE O O input Irrigation System Operation Factor 0.$ infiltration Rate: Oi 35 - 8. BRICK CONT. (TYP.)(1 OF 4) H r WTotal I EAWU - 1,263,425 Available Water: 4.19 CIMIS Station No.: 239 Depletion Factor`; 503/6 Location. HEMET 7 6 NOTE: t!3 MAWA-EAWU=1 113,447 Icu ft / 00 yr - ALL VALVES TO BE O W �' ¢ U Z O (this number must be positive) P° _ WUGi3 Winter LS Root Root S �g Summer i iii' Maximum . ._ ` _:_ ti INSTALLED IN PLANTER _J F_ Station Plant Crop Depth Zone Irrigation PR DU Mec.-Fe s.) {Mat. li�aV}" jiun. Aug.) (Sep.446v. Run Time AREAS WHERE POSSIBLE d.,,, Z W � ERCENTAGE OF WATER SAVED RELATIVE TO MAX ALLOWED - 8% No. Coef# inch` Avail. Water lead inthi � a jun Time # of lata Typ Tye (inch) tyi�' I l { k} Days l�un Time #of" Days y din T1tne # of 6kr s 1�ulf TT rte #of Da in y (rrt ? __ WRAP BOTTOM AND SIDES (inch) - (minj Cycle; per Week min Cycle = r ee (tom) cycle per Week, t0u) Cycfe per Wean OF VALVE BOX WITH FILTER FABRIC TO COVER OPENING H r Trees are not required to be listed as a separate hydrozone if understory is planted with plants ROTORS SHRUBS &5 4 in. 0.38 ROTOR 0.27 75% 11 1 1 2 26 1 1 4 37 1 5 21 1 3 78 3:a of an equal or higher plant factor, and foot area is already included in calculations. UBBLER TREES 0-5 12 in. 1.14 BUBBLER 2 80% 1 1 1 3 1 1 2 5 1 2 3 1 1 11 IW WTHIS RECOMMENDED IRRIGATION SCHEDULE IS MEANT TO BE USED ASA GUIDELINE ONLY, AND DOES NOT TAKE THE PLACE OF PROPER, ONGOING SYSTEM MANAGEMENT DIFFERING SITE AND z Z' Z . CONDITIONS MAY REQUIRE ADJUSTMENTS NOT REFLECTED IN THIS SCHEDULE. CLIMATIC �_- IN PPR A_ ay �. RK UT _ - _ vw , _. BALL VALVE C9 O F- W�1 SCALE: 3/4„=1,-O„ )� „I Z 0 O BENCHMARK: GOLDEN ERA PRODUCTIONS IP160022 PP26010 SHEET NO. � O NOTE: SEAL -LANDSCAPE ARCHITECT' ILLI U O co Z_ „ WORK CONTAINED WITHIN THESE PLANS -- -- - - _ - _ -�` �%iq PREPARED BY: A L B E R T A. FEL 2 Y2" BRASS DISK STAMPED COUNTY OF RIVERSIDE co X___ -_ SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/ORA - ��,4 4' �a ENGINEERING 3788 McCRAY CONSULTANTS STREET RIVERSIDE COUNTY B.M. H-35-70 AT NORTHWEST OILMAN SPRINGS ROAD - CASTLE -0,5 U d:. S H RCN: �+- GILMAN SPRINGS ROAD LU c a H_O _ GRADING PERMIT HAS BEEN ISSUED.- - DAA ,� -- - - - - - v rn - - RIVERSIDE CA. 92506 CORNER CONC. SLAB 500 SLY of INT. RAMONA BLVD AND REHABILITATION LANDSCAPE PLANS W a -r' PH. (951) 686-1070 .r ,,`�D', c, i .... -;' ?hepmalelaodsppea if�sgn�tesepaosisrespoaNNaorasunag - - - ,.. 12 37 2017 c FAX �951� 788-1256 SANDERSON AVE 40' WILY IRRIV1"'tiTIO DETAILS 50F12SHTSUu(, Z - :: A CI A T E S CENTERLINE ELEV. 1462.72 << ...2600 dle� dUaepae[ �gcom eco, Ia�realolKaRarohi(ed -- _ dz.,7 26 2016 �e q �'' JAIME VSS,,,O MACIAS07-26-2016 NAVD88 it Ll! tcwnty ppaloTduh ;Err,,_ ;� arm aha a alodum�a,lh2 ielaad MARK BV DATE APPR DATE rF -�" p N� FOR: W.O. COUNTY SCALE: CL ND'=RGR'00D SER . A! H 09 bewoneble ordelermimaganadeplaMeeoldonand veflgINbarefor - REVISIONS Of Cq1 CERT NO. 587 EX 12 2017 DATE: N A N/A H: V: GOLDEN ERA PRODUCTIONS 15-0169 FILE NO. BGR 150202 approval Ihecoua . E401 EER COUNTY , `r EXISTING TREES CL Q \ \ SYMBOL DESCRIPTION REMARKS y ` \ ; \ EXISTING TREES AFFECTED BY FIELD VERIFY THAT THE EXISTING TREES STILL REFURBISHED IRRIGATION SYSTEM (SIZES REQUIRE SUPPLEMENTAL WATERING BY + AND TREE TYPES VARY), TO BE PROTECTED IRRIGATION SYSTEM LU J' \ . IN PLACE. LU EXISTING TREES NOT AFFECTED BY NO TRACTOR/ HEAVY EQUIPMENT WORK REFURBISHED IRRIGATION SYSTEM (SIZES SHALL BE DONE UNDERNEATH DRIPLINE OF AND TREE TYPES VARY). TO BE PROTECTED EXISTING TREES (TYP.) IN PLACE. LLJ / /i� 4 LU EXISTING SHRUBS/ GROUNDC©VERS pr ; . e (n y/i � ' /{!� / / �', z \ JSYMBOL DESCRIPTION REMARKS EXISTING SHRUBS AND GROUNDCOVER NOT PER PLAN AFFECTED BY STORM DAMAGE, TO BE LLI Z / ;' i' \ \ / PROTECTED IN PLACE m Q % / i _ / / //. /` r \ // RIGHT-OF-WAY \ \ T EXISTING HYDROSEEDED MEADOW NOT PER PLAN / // / - )� AFFECTED BY STORM DAMAGE. TO BE } ; / �/ / //' / / �� sE, EXISTING ELECTRIC / r 1— / ' PROTECTED IN PLACE. Z Z /.' j �/ // /�. �� /�\ / `/ A STRUCTURES �� MULCH NOTES LLI U / / / ' ,'' / X, > / / F \1. INSTALL 3" ORGANIC REDWOOD MULCH ON ALL SHRUB PLANTING WITH THE EXCEPTION OF THE HYDROSEED. U /RIGHT-OF-WAY ,LU x r:✓ \ LU / / ! ' ' F / / J i ✓moi \\ Ili © �/ ��.` ♦�i ' /i/,!/ `t„� / 1 / /, /-/// �i�'. ✓ �,,�' i/ r�v ry LL 1 f �/ I� Ar juILU . Z L /-- \ ♦`\ Lo caw Q i /t / /� / / / /ij-;_,/i// ., \ r \ T' . `• `i/, 1 , / nom[ '/, // \ ,'_,� ' Ix ° r / ,�".Y /� '/ ' %� ,� •.� J/ `'\ / �''�" � /yam♦y��% `-i � _/ -/// i r'. �<� -..'`�..` � '.i //�f: / -�/ /♦�� ai��-✓//�� `/ ice. -/--li / x' /; i ,, / �,• /; /; / , '-''.�T-r.. .� a ' EXISTING ELECTRIC STRUCTURES (TYP.) /,, 1, //�/�/✓ °�: %1.. / i, _ / �' �<., lJ,,,♦' , % -fps• y / . / /`, _ `` \✓ ,i ��J\j n / Z 0 U) LL' LLJ crn Lo 000 � M o- o LU z W F- z U) N ry Q H d LL a Z 0 5 0 0 LU _U a IZ o d W F- LLJO_ W LLI Q z C9 Z. Z W 2 0 0 F- O Q ED C7 0u- fy o Ix w 0 a- 0 <C E U U) F_ U © W QLY* G3 o a m Of o MATCHL/NE SEE SHEET L-07 REVISIONS P0rApF OF GAL INERT MATERIALS SYMBOL =1 Am =1 • Isimmimmimmrm ' m No �- m m 'mow ` i1 '•wwwww� ` v 7,707 SF DECORATIVE MEANDERING STREAM COMPOSED PER PLAN 4G OF A 4' BED OF SAND WITH ROCK, COBBLE AND GRAVEL OVER A PERMEABLE NON -WOVEN W GEOTEXTILE FABRIC TO BE APPROVED BY NOTE: LANDSCAPE ARCHITECT. WORK CONTAINED WITHIN THESE PLANS PER PLAN 4H CONTRACTOR SHALL FIELD VERIFY AREAS SHALL NOT COMMENCE UNTIL AN AFFECTED BY STORM DAMAGE AND PERMIT AND/OR A - IA;ENCROACHMENT �d' ^ '� GRADING PERMIT HAS BEEN ISSUED. NATURAL "RAGGED" OUTER EDGE. BEFORE - �A _ BEF.F ® EXISTING DECORATIVE BOULDERS TO BE PER PLAN PROTECTED IN PLACE OR RESTORED IN ilepma(ela�apeazehiicwlstl�pzrsa�sNr�bleiwasurag � ,,� � REL � a-S:� « �:�G Y�aa�,racpaobydil�de�gef�reor Istl�esealefMSue,��N� kNahroour MARK BY BATE c �� ah iptlelaImim as amboa5ep(va!eiaodswareh'k le Wim arc r6siag the p'0s for ti 1 DRi wm!hvihpmmENGINEER MATCHL/NE SEE SHEET L-07 REVISIONS P0rApF OF GAL INERT MATERIALS SYMBOL QTY. DESCRIPTION REMARKS DETAIL 7,707 SF DECORATIVE MEANDERING STREAM COMPOSED PER PLAN 4G OF A 4' BED OF SAND WITH ROCK, COBBLE AND GRAVEL OVER A PERMEABLE NON -WOVEN GEOTEXTILE FABRIC TO BE APPROVED BY LANDSCAPE ARCHITECT. ±25,000 SF EXISTING DECOMPOSED GRANITE. PER PLAN 4H CONTRACTOR SHALL FIELD VERIFY AREAS AFFECTED BY STORM DAMAGE AND RESTORE IN "LIKE" CONDITION WHERE EVER NECESSARY. TYPICAL WIDTH IS 8' WITH NATURAL "RAGGED" OUTER EDGE. ® EXISTING DECORATIVE BOULDERS TO BE PER PLAN PROTECTED IN PLACE OR RESTORED IN "LIKE" CONDITION IF DAMAGED. PLANT SCHEDULE TREES QTY BOTANICAL NAME /COMMON NAME CONT SIZE PF MATURE HMV 11 ALNUS RHOMBIFOLIA I WHITE ALDER 36" BOX MED 30'-45'H X 30'-45'W 2 CEDRUS DEODARA / DEODAR CEDAR 36" BOX MED. 40'-80'H X 301-40'W O14 CERCIS OCCIDENTALIS / WESTERN REDBUD 24" BOX LOW 15'-20'H X 15'-20'W 7 LIQUIDAMBAR STYRACIFLUA'BURGUNDY' TM / BURGUNDY SWEET GUM 36" BOX MED. 35'-45'H X 25'-35'W 5 PINUS CANARIENSIS I CANARY ISLAND PINE 36" BOX LOW 40'-60'H X 10'-15'W J 12 SEQUOIA SEMPERVIRENS / COAST REDWOOD 36" BOX MED, 40'-60'H X 20'-25'W SHRUBS QTY BOTANICAL NAME /COMMON NAME CONT. SIZE PF MATURE HM 125 COTONEASTER PARNEYI / COTONEASTER 15 GAL LOW 6-8'H X 6-8'W 18 JUNIPERUS CHINENSIS'HETZII' / HETZI JUNIPER 15 GAL MED. 5'-6'H X 8'-1O'W O124 JUNIPERUS CHINENSIS'PFITZERIANA' / PFITZER JUNIPER 15 GAL LOW 6-8'H X 6-8'W �+ 75 PYRACANTHA COCCINEA LALANDEf / LALANDEI PYRACANTHA 15 GAL LOW 10'-15'H X 10'-15'W \+ 47 ROMNEYA COULTERI / MATILIJA POPPY 5 GAL LOW 4'-6'H X 4'-6'W 348 TAGETES LEMMONII / COPPER CANYON DAISY 5 GAL LOW 1'-2'H X 1'-2'W SHRUB AREAS QTY BOTANICAL NAME / COMMON NAME CONT SIZE PF MATURE HM! SPACING SPACING 388 COTONEASTER DAMMERI / BEARBERRY COTONEASTER 5 GAL LOW 1'-2'H X 3'-4'W TRI. 36" ox. \ \\ = 285 JUNIPERUS HORIZONTALIS ACEE BLUE' TM / ICEE BLUE JUNIPER 5 GAL LOW 3'-5'H X 3'-5'W TRI. 36" o.c. 236 JUNIPERUS HORIZONTALIS 'WILTONII' / BLUE RUG JUNIPER 5 GAL LOW 6"H X 6'-8'W TRI. 36" o.c. 1,790 JUNIPERUS SABINA 'TAMARISCI FOLIA' / TAMARIX SAVIN JUNIPER 5 GAL LOW 3'-5'H X 3'-5'W TRI. 36" o.c. 1.101 LOMANDRA LONGIFOLIA /MAT RUSH 423 MISCANTHUS SINENSIS / JAPANESE SILVER GRASS 697 MUHLENBERGIA RIGENS / DEER GRASS vt _ / ! ! {// / \ GROUND COVERS QTY BOTANICAL NAME I COMMON NAME f 1,740 BACCHARIS PILULARIS'PIGEON POINT'/ COYOTE BRUSH 5 GAL LOW 2'-3'H X 2'-3'W TRI. 36" o.c. 5 GAL MED, 3'-5'H X 3'-5'W TRI. 48" o.c. 5 GAL LOW 2'-3'H X 2'-3'W TRI. 48" o -c. CONT. SIZE PF MATURE H/W PATT. SPACING 5 GAL LOW 12"-18"H X 6'-8'W TRI. 48' ox. GRAPHIC SCALE 1 40 40 0 40 80 120 SEE SHEET L-07 FOR PLANTING NOTES TECT PREPARED BY: BENCHMARK: GOLDEN ERA PRODUCTIONS IP160022 PP26010 A L B E R T A. FEL 2 Y2" BRASS DISK STAMPED COUNTY OF RIVERSIDE ENGINEERING CONSULTANTS RIVERSIDE COUNTY B.M. GILMAN SPRINGS ROAD - CASTLE 3788 McCRAY STREET H-35-70 AT NORTHWEST CORNER CONC. SLAB 500' SLY GILMAN SPRINGS ROAD RIVERSIDE CA. 92506 OF INT. RAMONA BLVD AND REHABILITATION LANDSCAPE PLANS ` PH. (951) 686-1070 SANDERSON AVE 40' WILYA S S C I A T E S FAX (951) 788-1256 CENTERLINE ELEV. 1462.72 PLANTING PLAID JAIME MACIAS 07-26-2016 NAVDSe FOR: W.0, COUNTY CERT N0.58 SCALE: N A N/A GQLDEN ERA PRODUCTIONS 15-0169 FILE NO. BGR 150202 EX /2017 DATE: H: / V: SHEET NO. L.-0'6 OF! 2 SHTS a MATCHLINE SEE SHEET L-06 LLJ/a a. i d, x \' i > " =�, e �� r �. � �'' `��: a\N7) 6 X ' t ,X h / \i r. NATURAL t • /' \ r\ i. k t i r � DRAINAGE f ' / NA 1; /. 4 1 T\ t s. I-- 1 ? J O s / / 4 r � \ PATTERN \y% X i f / i& v + ^ / /r / / / T. Y £ - Y'. / t / o �O v W / + f \ 8 p` / v 1 1 / / n r r- • =- o / 1 / v 1 +/ XISTING E - v r'• v d 'f n ROAD CURB 1 0 r , o / b° o LI -1 I �/, AND GUTTER L ( � X n 1 r O / /' (' O / 1' + v z ',� O n - /� o e �n 1 d \ O 7 ,\ , . o O v <J ✓ C7 f1h n v ui / O • w ri L,:4) • v v +. n LY � � + , p o �� + + w 0 m Q / ">��fl + + _r tel' Z jil C z 'S e H O O rte. a < U r O w ' �° OU Q _j z � We � se "f U O ry\lu Cr) w UDo Z J O CIL W J © Q Q Z Q �O F- Z U / a w D w a U W p Z F- _ Q Z. w V/ Oof Q v > O z O U `z P i— z U F- - ._ __ E'-��' �' i?- L ��'i,i ._ -_ r, Q w U) In - OAD- HE U ©w U) o w > U CL > p z - '- _ "� " ' - L0�Y 6 O I— Q SHALL NOT COMMENCE UNTIL AN ry � ENCROACHMENT PERMIT AND/OR A 9 jil C z 'S e H O O rte. a < U r w ' _j z � wt-- U O ry\lu ct W © Q F- Of1 / z w D a Z W p zU` Z. z Q w :2O P i— Of Q - ._ __ E'-��' �' i?- L ��'i,i ._ -_ r, o0 P - OAD- HE ©w o NOTE: < > p z - '- _ "� " ' - WORK CONTAINED WITHIN THESE PLANS 6 O I— Q SHALL NOT COMMENCE UNTIL AN Y � ENCROACHMENT PERMIT AND/OR A w ` �" A `" GRADING PERMIT HAS BEEN ISSUED. o =w U) W E ORt 6; U > Ovluj `C. Ye _ _ Tfje�Vale al(kBfCNI51gfg�a�619 B9�Oa6lea59Nfig o< 11 - EE 8C, L o tl,aamragaodart #p, dNe*how rUeeveoio?diweparres [is9. _ MARK BY DATE Qv..�, L; ,1<7 , y.�RT shallbeespoosbf¢mdl6ogooasgu�oa,laegVaelaodscapearchltel 211ae80U110n a0E (e4lNog fhe pall ler _ _... �! �_ ENGINEER ol _ n n PLANTING WITHIN RIGHT-OF-WAY WAS � /fl / x , EXISTING PRIOR TO STORM DAMAGE n T ' i� O a O t. v v F GIS > ONLY REPLACEMENT O EXISTING N x' y7 W / 18 PROPOSED. TYP. v + O v %v • l + X , Q r fJ + + r r O � / t EXISTING ROAD - \ CURBAND r Q r'z 4 n Y / 1 I GUTTER 1 NNN X D r \ e n o K an n n l� x. e \'� I v �p v rVi,\ / _ �Y`Y • °p Q • + +��+ I+ < + ■ 40 ♦ k m_t RIGHT-OF-WAY:+ X-- - x ° \\ /' _ \.'tea a 9F`l i\ • ■: 1' P If ' f ,fry—'tx` %✓y, /__ , \O • plo Oil II ■ ■ • r ` �, • T t 4 / lO ■ ■ • pv i \ / /r h v f M / ! , f� • •• • _ �� -may ,.-6�\� G F- I \��a LL \ .• a 4�■+ / f ^ f moi. - F �j - 1 n \ � L • 1` + _ tp ■_. •�, %� Its � ��; Q• • .< -•®n /yam 0 / 1 A v 3 ■ op : ;meq • • \xx� _lr/� j - A ■ \ �.„.� • / /�� _•xr h .. ' + 1 rte/ \ , �� REVISIONS a PLANTING NOTES S OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS CONTRACTOR SHALL NOT PROCEED WITH THE CONSTRUCTION AS SHOWN ON THE PLANS WHEN T I OB 1. THE CO , GRADE D DIFFERENCES. OR DISCREPANCIES IN AREA CONFIGURATION OR SIZES, OR IN DIMENSIONS EXIST THAT AT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS, OR DIFFERENCES ARCHITECT SHOULD BE BROUGHT TO THE ATTENTION OF THE PROJECTOR HIS DESIGNATED REPRESENTATIVE IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED THE RESPONSIBILITY FOR ANY REVISIONS NECESSARY AND SHALL PERFORM SUCHHE CONTRACTOR SHALL ASSUME FULL REVISIONS AT HIS OWN EXPENSE. 0 SMOOTH AND EVEN CONDITION MAKING SURE THAT NO WATER POCKETS OR 2. FINISH GRADE ALL PLANTING AREAS TO ACHIEVE A MINIMUM 2/o DRAINAGE AND CLODS AND ROCKS OVER 1 INCH IN U /TIES REMAIN. REMOVE AND DISPOSE OF ALL SURFACE STONES ROOTS WEEDS DEBRIS FOREIGN MATERIALS, IRREG LARO DIAMETER SO THAT AFTER CONDITIONING AND PLANTING THE GRADE IS THREE INCHES (3") BELOW ADJACENT H A RDSCAPE PRIOR TO PLACING THE 3" OF DECOMPOSED GRANITE. CONTRACTOR IS TO ENSURE A SMOOTH TRANSITION FROM EXISTING TO NEW GRADE. 3. ALL INSPECTIONS HEREIN SPECIFIED SHALL BE MADE BY THE ARCHITECT OR HIS DESIGNATED REPRESENTATIVE. THE CONTRACTOR SHALL REQUEST AN INSPECTION AT LEAST 24 HOURS IN ADVANCE OF THE TIME THE INSPECTION IS REQUIRED. 4, ALL PLANT MATERIAL SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE PROJECT ARCHITECT, OR HIS DESIGNATED REPRESENTATIVE BEFORE PLANTING. ALL PLANT MATERIAL DELIVERED ON SITE WILL BE INSPECTED FOR SIZE AND CONDITION OF THE ROOT GROWTH, INSECTS INJURIES, AND DEFECTS. PLANTS NOT APPROVED ARE TO BE REMOVED FROM THE SITE IMMEDIATELY AND REPLACED WITH SUITABLE PLANTS, THE PROJECT ARCHITECT RESERVES THE RIGHT TO REJECT ENTIRE LOTS OF PLANTS REPRESENTED BY DEFECTIVE SAMPLES. ALL PLANTS ARE TO HAVE NURSERY TAGS WHEN DELIVERED TO THE SITE. COPIES OF THE DELIVERY TICKETS FROM THE NURSERY ARE TO BE PROVIDED TO THE ARCHITECT AT THE TIME OF DELIVERY. 5. THE IRRIGATION SYSTEM IS TO BE FULLY INSTALLED AND OPERATIONAL PRIOR TO THE START OF ANY SHRUB PLANTING. THE SHRUBS ARE TO BE PLANTED WHERE THE WATER FROM THE DRIP LINES WILL REACH THE PLANT. THE CONTRACTOR IS TO INSURE THE PROPER WATERING OF EACH SHRUB. 6. NO PLANTS INCLUDING TREES, SHRUBS, GROUNDCOVERS, OR VINES SHALL BE PLANTED IN DRY SOIL. AFTER EXCAVATION OF THE PLANTING PITS THE CONTRACTOR IS TO FILL THE PIT WITH WATER, AS SOON AS THE WATER DRAINS COMPLETELY INTO THE SOIL, THE CONTRACTOR IS TO PLACE THE PLANT ONTO THE PIT AND BACKFILL THE HOLE WITH AMENDED SOIL. THE PLANT IS BE IMMEDIATELY WATERED AGAIN UNTIL THE SOIL IS SATURATED. THE IRRIGATION SYSTEM MAY THEN TO BE USED TO SUPPLY ADDITIONAL WATER TO THE PLANTS AS NEEDED. ADDITIONAL HAND WATERING MAY BE REQUIRED. 7. THE FINAL LOCATION OF ALL PLANT MATERIAL IS SUBJECT TO THE APPROVAL OF THE PROJECT ARCHITECT OR HIS DESIGNATED REPRESENTATIVE. 8. THE CONTRACTOR IS RESPONSIBLE FOR COUNT VERIFICATION AND TO SUPPLY THE QUANTITIES DELINEATED GRAPHICALLY ON THE PLANS 9. THE CONTRACTOR IS TO PURCHASE AND INSTALL LINEAR ROOT BARRIERS FOR ALL TREES TO BE LOCATED LESS THAT 6' FROM ANY PAVING OR NEW CONCRETE, INCLUDING BUT NOT LIMITED TO; CULVERTS, CURBS, SIDEWALKS, ROADWAYS, AND WALLS, ROOT BARRIER SHALL BE 16' IN LENGTH, 24” DEEP AND INSTALLED ADJACENT TO PAVING. ROOT BARRIERS ARE AVAILABLE FROM DEEP ROOT PRODUCTS, COSTA MESA, CA., (714) 965-2951. 10. NEW TREES SHALL BE PLANTED AT LEAST 24" FROM FENCE POSTS, CURBS, GUTTERS, AND RAILS UNLESS DIRECTED OTHERWISE BY THE CITY. 11, IN ADDITION TO THE SOIL AMENDMENT RECOMMENDATIONS OF THE REQUIRED SOILS TESTING THE SOIL AMENDMENT 'TRI -C HUMATE" , AVAILABLE FROM TRI -C ENTERPRISES OR APPROVED EQUAL SHALL BE TOP DRESSED / INCORPORATED INTO THE SOIL AT A RATE OF 10 LBS !1,000 SF 12. 3" MULCH MIN. NOTED FOR SHRUB BEDS AND UNPLANTED AREAS; 2" MULCH IN GROUNDCOVER AREAS; STABILIZING MULCH FOR SLOPES MULCH NOTES • 1. INSTALL 3" ORGANIC REDWOOD MULCH ON ALL SHRUB PLANTING WITH THE EXCEPTION OF THE HYDROSEED. r< ■ � y \� ff s-_ MATCHLINE SEE BELOW LEFT RIGHT-OF-WAY / — '' / / / ra ,' 4- Mae sw RIGHT-OF-WAY (sir✓ . r, �/ � ��(^,/�� l e� //, / / /' / / EXISTING ROAD zR / / v CURB AND GUTTER If 1 IN f +p° Op 0 oa;/', /` fir/ 'A RIGHT-OF-WAY v_ . PREPARED BY: A L B E R T A. ENGINEERING CONSULTANTS 01ns % 3788 McCRAY STREET RIVERSIDE CA. 92506 — o i PH. (951) 686-1070 12-31-2017 A S S 0 C IA T E S FAX (951) 788-1256 7- 9F;-2016 APR DATE �r ��,` JAIME MAGAS 07-26-2016 E OF cn��E° COUNTY , CERT NO. 589Y, E 12/2017 DATE: SI ` RIGHT-OF-WAY 1�,r N MATCHLINE SEE ABOVE RIGHT SEE SHEET L-06 FOR PLANTING LEGEND 1—, I - e I ( B ■ ®l BENCHMARK: GOLDEN ERA PRODUCTIONS IP160022 PP26010 SHEET NO. FEL 2 Yz, BRASS DISK STAMPED COUNTY OF RIVERSIDE RIVERSIDE COUNTY B.M. H-35-70 AT NORTHWEST GILMAN SPRINGS ROAD — CASTLE L-07 CORNER CONC. SLAB 500' SLY GILMAN SPRINGS ROAD OF INT. RAMONA BLVD AND REHABILITATION LANDSCAPE PLANS SANDERSON AVE 40' WILY CENTERLINE ELEV. 1462.72 PLANTING PLAN 7 0F1 ��jj ` SHTS NAVD88 FOR: W.O. COUNTY SCALFE N/A N/A GOLDEN ERA PRODUCTIONS 15-0169 FILE NO. BGR 150202 R�3 w LEGEND: 1. 3" HIGH WATERING BERM ON DOWNHILL SIDE n - 2. ORIGINAL GRADE "00 �J 3. SET TOP OF ROOTBALL 1" ABOVE FINISH GRADE 3 4, FINISH GRADE = 5. PLANTING BACKFILL (SEE SPECS.) 1,41 6. SLOPE PLANTING HOLE TO CORNERS A WIDTH B DEPTH 1 GALLON 12" z 5 GALLON 26" 22" J 0 24" a 55 48" 28" w 54" 33" 36" BOX guj�. D Q 48" BOX z 60" O 0 U) (3. SET TOP OF ROOTBALL 1" ABOVE o LU Z rY FINISH GRADE 0 2X ROOTBALL DIAMETER d LU u Q pdcf)f)� F- U) 3" CLEARANCE FROM TRUNK (SEE SPECS.) z Z ° n N fY d 0 > ° 0 z < I_ 6. FINISH GRADE m J DID U) w w z U i z 0 0 z 0 J' AROUND ROOTBALL USE 3" DIA STAKES a 0- Q } J © < GO F- z 0 (o U `'> Z ENCROACHMENT PERMIT AND/OR A w U W M J Z ry U 1 CU. FT. OF 3/4' DIA CRUSHED ROCK FOR 15 GAL. d w GRADING PERMIT HAS BEEN ISSUED. AND 24' BOX (2 CU. FT. FOR 36" BOX) 0 0 P- Oi 4 w ILL n a z © w uj CS O z ii z Z Z <-© J w OJ H- S Q 0- Z UU)® J _ W w U a x U � U a <t d 300 22 2K0 he acmiaodryamp,aIrtyofth9desigaher�.p�eueolodwaepa+aas Q C LEGEND: 1. 3" HIGH WATERING BERM ON DOWNHILL SIDE n - 2. ORIGINAL GRADE "00 �J 3. SET TOP OF ROOTBALL 1" ABOVE FINISH GRADE 3 4, FINISH GRADE = 5. PLANTING BACKFILL (SEE SPECS.) 1,41 6. SLOPE PLANTING HOLE TO CORNERS 4� SHRUB ON SLOPE SCALE: 1" = 14" CONTAINER SIZE A WIDTH B DEPTH 1 GALLON 12" 12" 5 GALLON 26" 22" J 36" 24" a 55 48" 28" 30" BOX 54" 33" 36" BOX guj�. D 44" 48" BOX n 60" 0 (3. SET TOP OF ROOTBALL 1" ABOVE o LU Z FINISH GRADE 0 2X ROOTBALL DIAMETER 4� SHRUB ON SLOPE SCALE: 1" = 14" CONTAINER SIZE A WIDTH B DEPTH 1 GALLON 12" 12" 5 GALLON 26" 22" 15 GALLON 36" 24" 24" BOX 48" 28" 30" BOX 54" 33" 36" BOX 66" 44" 48" BOX 84" 60" ►mt%Ai LEGEND: FOR BOX TREES 1. PLANT PIT TO BE SQUARE - SEE ABOVE FOR DIMENSIONS. 2. ROOTBALL 4'F PLANT PIT DIMENSIONS rr w O SCALE: 1/2" = V -O" A o PLAN VIEW LEGEND: FOR CONTAINER PLANTS 1, PLANT PIT TO BE ROUND. - SEE ABOVE FOR DIMENSIONS. 2. ROOTBALL S_ A. E S ENGINEERING CONSULTANTS 3788 McCRAY STREET RIVERSIDE CA. 92506 PH. (951) 686-1070 FAX (951 ) 788-1256 RIVERSIDE COUNTY B.M. H-35-70 AT NORTHWEST CORNER CONC. SLAB 500' SLY OF INT. RAMONA BLVD AND SANDERSON AVE 40' CENTERLINE ELEV. 1462.62. 72 1. - 00 uo - -„I _ U 00 131 FOR: GOLDEN ERA PRODUCTIONS FILTER SOCK (1 PER TREE) COON' FILE N N ° ' LY" 11 "VIAJlf3 y _ 0 (3. SET TOP OF ROOTBALL 1" ABOVE o LU Z FINISH GRADE 0 8- 4. u VZ pdcf)f)� 3" CLEARANCE FROM TRUNK (SEE SPECS.) N ° n N fY d d > ° 0 z < I_ 6. FINISH GRADE m Fn z 0 r 0 0 z 0 AROUND ROOTBALL USE 3" DIA STAKES a SHALL NOT COMMENCE UNTIL AN OU rr o < GO J } m J (o H- U 0 ENCROACHMENT PERMIT AND/OR A 10. J I- ABOVE MULCH FINISH GRADE SURFACE Gl z w A 1 CU. FT. OF 3/4' DIA CRUSHED ROCK FOR 15 GAL. GRADING PERMIT HAS BEEN ISSUED. AND 24' BOX (2 CU. FT. FOR 36" BOX) P- Oi 4 w STAKE TREE PERPENDICULAR TO PREVAILING WIND n a z w uj CS z ii Z Z <-© J w H- A o PLAN VIEW LEGEND: FOR CONTAINER PLANTS 1, PLANT PIT TO BE ROUND. - SEE ABOVE FOR DIMENSIONS. 2. ROOTBALL 4 B SHRUB ON LEVEL GRADE SCALE. 1" = l'-0" MMCC nC OA\/IAIC CIMCWAI v MAI I nO 01 ICO 4 E SHRUB SPACING SCALE: 3" = l'-0" WIDTH PER PLAN 4 H DECOMPOSED GRANITE SCALE. V=V -O" REVISIONS APPR DATE COUNTY (D LEGEND: 1. SET TOP OF ROOTBALL 1" ABOVE FINISH GRADE 2. 3' LAYER MULCH MATERIAL (SEE SPECS.) 3. 3' HIGH WATERING BERM 4. FINISH GRADE 5. PLANTING BACKFILL (SEE SPECS.) 6. SLOPE PLANTING HOLE TO CORNERS NOTE: LOCATE PLANTS EQUALLY PER TRIANGULAR SPACING UNLESS SHOWN OTHERWISE ON PLANS. LEGEND 1. EXISTING ADJACENT CONCRETE CURB 2. DECOMPOSED GRANITE. INSTALL AND COMPACT IN 2' LIFTS (PER PLAN) 3. 90% MIN, COMPACTION OR PER GEOTECHNICAL REPORT 4. INSTALL D.G. SO THAT FINISH SURFACE IS FLUSH WITH ADJACENT CURB NOTES A. PROVIDE PRE -EMERGENT HERBICIDE TO SUBGRADE OF D.G. PRIOR TO INSTALLING PREPARED BY: J z m tg Lu Oa `Dao Zz vri O U S mo 4A TREE ON LEVEL GRADE SCALE: 1/4"=V-0" (15 GAL. TO 36" BOX) DRAIN PIPE S_ A. E S ENGINEERING CONSULTANTS 3788 McCRAY STREET RIVERSIDE CA. 92506 PH. (951) 686-1070 FAX (951 ) 788-1256 RIVERSIDE COUNTY B.M. H-35-70 AT NORTHWEST CORNER CONC. SLAB 500' SLY OF INT. RAMONA BLVD AND SANDERSON AVE 40' CENTERLINE ELEV. 1462.62. 72 1. - - - - -„I _ U F , r,,1 ` li -C _ 131 FOR: GOLDEN ERA PRODUCTIONS FILTER SOCK (1 PER TREE) COON' FILE N N ° ' 2. 11 "VIAJlf3 y _ (3. SET TOP OF ROOTBALL 1" ABOVE o FINISH GRADE 0 8- 4. NOTE: 3" CLEARANCE FROM TRUNK (SEE SPECS.) ° 5. d > 0 z 6. FINISH GRADE WORK CONTAINED WITHIN THESE PLANS 6 0 I- AROUND ROOTBALL USE 3" DIA STAKES SHALL NOT COMMENCE UNTIL AN z Y (o H- ENCROACHMENT PERMIT AND/OR A 10. BLACK ROUND DRAIN GRATE CAP. MAX 1" ABOVE MULCH FINISH GRADE SURFACE A 1 CU. FT. OF 3/4' DIA CRUSHED ROCK FOR 15 GAL. GRADING PERMIT HAS BEEN ISSUED. AND 24' BOX (2 CU. FT. FOR 36" BOX) NOTE: 4 LU STAKE TREE PERPENDICULAR TO PREVAILING WIND 3fl.v _H E U U �OU ,'- o Z _ The prole laadsrap2archsignieglhopksIsreWsibletrassudog - � � U 300 22 2K0 he acmiaodryamp,aIrtyofth9desigaher�.p�eueolodwaepa+aas C adsm ader�ue a roualordu�m maslNdroa,lhe ' tlsapeamhled afeka MARK BY DATE....._ o a D NDL SNL S GR � a .K st�ibeeapoas eforaeemmmgaaeccepkb�solapoeaaoreusiagihepiaesror ENGINEER 4 B SHRUB ON LEVEL GRADE SCALE. 1" = l'-0" MMCC nC OA\/IAIC CIMCWAI v MAI I nO 01 ICO 4 E SHRUB SPACING SCALE: 3" = l'-0" WIDTH PER PLAN 4 H DECOMPOSED GRANITE SCALE. V=V -O" REVISIONS APPR DATE COUNTY (D LEGEND: 1. SET TOP OF ROOTBALL 1" ABOVE FINISH GRADE 2. 3' LAYER MULCH MATERIAL (SEE SPECS.) 3. 3' HIGH WATERING BERM 4. FINISH GRADE 5. PLANTING BACKFILL (SEE SPECS.) 6. SLOPE PLANTING HOLE TO CORNERS NOTE: LOCATE PLANTS EQUALLY PER TRIANGULAR SPACING UNLESS SHOWN OTHERWISE ON PLANS. LEGEND 1. EXISTING ADJACENT CONCRETE CURB 2. DECOMPOSED GRANITE. INSTALL AND COMPACT IN 2' LIFTS (PER PLAN) 3. 90% MIN, COMPACTION OR PER GEOTECHNICAL REPORT 4. INSTALL D.G. SO THAT FINISH SURFACE IS FLUSH WITH ADJACENT CURB NOTES A. PROVIDE PRE -EMERGENT HERBICIDE TO SUBGRADE OF D.G. PRIOR TO INSTALLING PREPARED BY: J z m tg Lu Oa `Dao Zz vri O U S mo 4A TREE ON LEVEL GRADE SCALE: 1/4"=V-0" (15 GAL. TO 36" BOX) DRAIN PIPE LEGEND: A. E S ENGINEERING CONSULTANTS 3788 McCRAY STREET RIVERSIDE CA. 92506 PH. (951) 686-1070 FAX (951 ) 788-1256 RIVERSIDE COUNTY B.M. H-35-70 AT NORTHWEST CORNER CONC. SLAB 500' SLY OF INT. RAMONA BLVD AND SANDERSON AVE 40' CENTERLINE ELEV. 1462.62. 72 1. 4' PVC SCH. 40 PERF PIPE WRAPPED IN JAIME MACIAS CERT NO.58 , EX 2/2017 07-26-2016 DATE: FOR: GOLDEN ERA PRODUCTIONS FILTER SOCK (1 PER TREE) COON' FILE N SCALE: SCALE: N A N�A H: V: ° ' 2. (6) TREE TIES (SEE SPECS.) (3. SET TOP OF ROOTBALL 1" ABOVE o FINISH GRADE 4. 3" LAYER MULCH MATERIAL, PROVIDE 3" CLEARANCE FROM TRUNK (SEE SPECS.) ° 5. 6" HIGH WATERING BERM 6. FINISH GRADE 7. (2) 2' DIA. STAKES SPACED EQUIDISTANT AROUND ROOTBALL USE 3" DIA STAKES SCALE: 1!2" = 1'-0" N HIGH WING EXPOSURE AREAS (SEE SPECS) 8. PLANTING BACKFILL (SEE SPECS.) 9, SLOPE PLANTING HOLE TO CORNER(S) WITH DRAIN PIPE 10. BLACK ROUND DRAIN GRATE CAP. MAX 1" ABOVE MULCH FINISH GRADE SURFACE 11. 1 CU. FT. OF 3/4' DIA CRUSHED ROCK FOR 15 GAL. AND 24' BOX (2 CU. FT. FOR 36" BOX) NOTE: STAKE TREE PERPENDICULAR TO PREVAILING WIND 4D SHRUB AT PAVING SCALE: V = V-0" LEGEND: 1. LANDSCAPE BOULDER PER PLAN 2. ROCK COBBLE PER PLAN AND LEGEND MIN 4" DEEP 3. 2" THICK LAYER OF 'r CRUSHED ROCK AND SAND UNDER ROCK COBBLE 4. NON -WOVEN GEOTEXTILE FILTER FABRIC 5. NATURALSUBGRADE 6. ALTERNATING SIZE COBBLES 12" MAX 4" MIN 7. FINISHED GRADE WIDTH VARIES y SEE PLAN LEGEND: 1. SET TOP OF ROOTBALL 1' ABOVE FINISH GRADE 2. 3" LAYER MULCH MATERIAL (SEE SPECS.) 3. 3" HIGH WATERING BERM 4. FINISH GRADE 5. PLANTING BACKFILL (SEE SPECS.) 6. SLOPE PLANTING HOLE TO CORNERS 7. SLOPE TO PLANTING AREA 8. ADJACENT PAVING 4� ROCK COBBLE SWALE IN LANDSCAPE SCALE: 3/8" = l'-0" BENCHMARK: GOLDEN ERA PRODUCTION'S IP160022 FEL 2 Yz„ BRASS DISK STAMPED COON Rll/E f - '' A L B E R T A S S O C IA T A. E S ENGINEERING CONSULTANTS 3788 McCRAY STREET RIVERSIDE CA. 92506 PH. (951) 686-1070 FAX (951 ) 788-1256 RIVERSIDE COUNTY B.M. H-35-70 AT NORTHWEST CORNER CONC. SLAB 500' SLY OF INT. RAMONA BLVD AND SANDERSON AVE 40' CENTERLINE ELEV. 1462.62. 72 TY OF RS D GILMAN SPRINGS ROAD - CASTLE GILMAN SPRINGS ROAD REHABILITATION LANDSCAPE PLANS PLANTING DETAILS JAIME MACIAS CERT NO.58 , EX 2/2017 07-26-2016 DATE: FOR: GOLDEN ERA PRODUCTIONS W.O. �5-0169 COON' FILE N SCALE: SCALE: N A N�A H: V: L.-08 8 OF1 2 SHTS BGR 150202 1 Z O U) LL' W > rn U') 00 (D W W I) N' IY 0 W Z W UJ d 40( Z, U) 0 ry Q M A LB E R T W co ~ Z H % LL U) Z Z 0 >_ Z CA. 92506 OO PH. (951) 0 0- Q E S FAX (951) 788-1256 J W W JAIME MACIAS D CO. V W Z O U Z O r Z a ' tl Q W J Of fY o z W r O _h 0 W Z Z W W (D W C) O W Z r C9 s Q tY w LL Q O C9 o W ILL 0 > a > N O O Z O l- O U C.7 Z d Y U O Z H W S LLJ W U Q C, U U 0 U) > Q Qr U J 0 0 DL U n o ry ry Q QL Z O U) LL' W > rn U') 00 (D W W I) N' IY � 13Z_ Q Z W M A LB E R T Q ~ _ % LL Z z LW 0 RIVERSIDE CA. 92506 PH. (951) 0 0- Q E S FAX (951) 788-1256 m JAIME MACIAS _J (j_ W j` V Q 0 Z O L.Ltit Z o tl Q W Of fY z W _h d W Z W W (D O W s LL Q o W 0 a > N O O l- Z U d ry LLJ W C, U > U Qr U 0 n w IRRIGATION SYSTEM I SECTION 328400 PART I I GENERAL 1.01 SUMMARY A. This section covers the furnishings of all materials and performing all operations to provide a complete operable landscape irrigation system as shown on the drawings including the following: 1, Trenching, stockpiling excavated materials and refilling trenches. 2. Irrigation system components including but not limited to: piping, backflow prevention devices and enclosures, valves, fittings, rotors, spray heads, central control system controllers, wiring and final adjustments as determined by the architect to insure efficient and uniform distribution. 3. Pipe connections to irrigation pump stations, water meters and backflow prevention devices. 4. Testing and inspection of irrigation system. 5. Clean-up and maintenance B. The conditions of the Contract and Division 1 apply to this section as fully as if repeated herein. 1.02 GENERAL REQUIREMENTS A. Code Requirements shall be those of State and Municipal Codes and Regulations locally governing this work, providing that any requirements of the Drawings and Specifications, not conflicting therewith but exceeding the Code Requirements shall govern, unless written permission to the contrary is granted by the Architect. B. Conform to the requirements of the reference information listed below except where more stringent requirements are shown or specified in the most current set of construction documents: 1. American Society for Testing Material (ASTM), for test methods specifically referenced in this section. 2. Underwriter's Laboratories (UL), for UL wires and cables. C. Work involving substantial plumbing for installation of brass piping, backflow prevention devices and other related work shall be executed by a licensed and bonded plumbing contractor. Any necessary permits shall be obtained prior to beginning work. D. Specified depths of pressure supply lines, laterals and pitch of pipes as stated in this section are minimums. Settlement of trenches lower than grades specified on the final grading plans is cause for removal of finish grade treatment, refilling trenches, recompacting and repairing of finish grade treatment. E. Follow current printed manufacturer's specifications and drawings for items or information not specified or graphically indicated in the most current set of construction drawings. F. Scaled dimensions are approximate and at times it is not possible to indicate offsets, fittings and other related equipment graphically on the construction drawings. Contractor shall be responsible for minor changes caused by actual site conditions. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions of related architectural elements, utilities and landscaping and furnish and install required fittings. G. Do not install the irrigation system as shown on the construction drawings when it is obvious that actual field conditions such as physical obstructions, grading discrepancies and field dimensions vary from those recorded on the construction drawings. Immediately bring any such discrepancies to the attention of the architect prior to proceeding with work. If immediate notification is not given and such discrepancies exist, the contractor shall assume full responsibility for necessary revisions, as determined by the architect. H. All central control system telephone communication and/or radio communication shall be tested and certified in writing by the appropriate manufacturer's representative and shall also be tested on line with the central computer system prior to requesting a walk through for substantial completion. B. Service Manuals 1. The Contractor shall furnish (4) four service manuals to the owner prior to scheduling a walk through for substantial completion. Manuals shall be submitted in a bound form complete with a table of contents, and workmanship form on company letterhead copy of contractor's warranty, copy of the letter of certification for the central control system on the central control system manufacturer's letterhead and shall contain complete enlarged drawings of all equipment installed showing component warranties and catalog numbers together with the manufacturer's name and address. Manuals shall include operation instructions. Manuals shall be subject to approval by the owner or owner's representative as to completeness. C. Record Drawings/As-builts 1. Prior to beginning work in the field the contractor shall secure a complete set of irrigation plans at the original scale complete with details and specifications. The contractor shall be responsible for making a set of blueline prints for every week on the project. At the end of each working day, the contractor shall record all work accomplished for that day on the set of blueline prints in red ink. These record drawings shall be brought up to date at the end of each work week by a qualified draftsperson. The drawings should indicate the following. a. Any zoning changes. b. Dimension from two permanent points of reference (building corners, fixed hardscape corners, road intersections, permanent existing utilities) the location of the following items. 1 Water meters. .2 Pump stations. .3 Connection to existing water lines. 4 Routing of pressure supply lines at every 100' along routing. 5 Backflow Prevention Devices .6 Flow Sensors .7 Master Valves .8 Isolation Ball Valves .9 Quick Coupling Valves 10 Air Release Valves 11 Electric Control Valves 12 Drip Valve Assemblies .13 Flush Valve Assemblies .14 Swing Check Valves 15 Central Control System Controllers 16 Grounding rods. .17 Control wire routing ( if routed separately from pressure supply line). .18 Control wire splices that are outside of the controller. .19 Weather Station Equipment 20 Communication Equipment for Central Control System 21 Other equipment as directed by the architect. 2. Prior to scheduling a walk through for substantial completion, provide a record set of field as -built drawings as described above to the architect for review. After review, the architect will return the as -built set to the field foreman requesting further information or will notify the owner that the record set of field as-builts drawings are complete. After approval from the owner, a walk through for substantial completion may be scheduled. 3. Prior to scheduling the final walk through, the final set of irrigation as -built drawings shall be professionally drafted in auto-cadd by the architect. 4. The architect and the contractor shall verify the final as-builts at the time of the final walk through and once successful the architect shall deliver the final set of as -built drawings to the owner or owner's representative prior to initiating the maintenance period for the contractor. D. Controller Charts 1. Prior to scheduling a walk through for substantial completion, provide a record set of field controller charts which have color coded each station within each controller to the architect for review. After review, the architect will return the controller charts to the field foreman requesting further information or will notify the owner that the record set of controller charts are complete. After approval from the owner, a walk through for substantial completion may be scheduled. 1.03 EXISTING FIELD CONDITIONS 2 Prior to schedulin a final walk thro h one set of controller charts shall be A. Preserve and protect all existing trees, plants, monuments, structures, hardscape and architectural elements from damage due to work in this section. In the event that damage does occur to inanimate object and structures, the contractor will repair or replace such damage to the satisfaction of the owner or owner's representative. Damage or injury to living plant material will be replaced by the contractor at the contractor's expense. B. Trenching or other work required in this section under the limb spread of existing trees shall be done by hand or by other methods so as to prevent damage or harm to limbs, branches and roots. C. Trenching in areas where root diameter exceeds 2 inches shall be done by hand. Exposed roots of this size shall be heavily wrapped with moistened burlap to avoid scarring or excessive drying. Where a trenching machine is operated in proximity to roots that are less than 2 inches, the wall of the trench shall be hand trimmed , making clean cuts through roots. D. Trenches adjacent to or under existing trees shall be closed within 24 hours and when this is not possible, the side of trench closest to the tree or trees affected shall be covered with moistened burlap. E. Protect, maintain and coordinate work with other contracts, specifications, trades, and utilities. Extreme care shall be exercised in excavating and working in the area due to existing utilities. Contractor shall be responsible for damages caused by their operations. In the event that damage does occur, the costs of such repairs shall be paid by the contractor unless other arrangements have been made with the owner. F. Use caution where trenches and piping cross existing roadways, sidewalks, hardscape, paths or curbs. In the event that damage does occur, the contractor will repair such damage at the contractor's expense. 1.04 REQUIRED DOCUMENTS A. Submittals 1. Submit (6) six sets of all irrigation equipment to be used, manufacturer's brochures, service manuals, guarantees, and operating instructions for approval to the architect prior to beginning work. Submittals should be in a bound form complete with table of contents. The contractor shall not proceed with work in the field until this submittal is approved in its entirety by the architect. n g ug , professionally drafted in auto-cadd by the architect for each controller unit installed on the project. The controller drawings shall be an actual auto-cadd reduction of the area covered by that controller unit and shall be at the maximum allowable scale that will fit inside the controller door without folding the drawing. 3. The architect and the contractor shall verify each controller chart at the time of the final walk through and once successful the architect shall deliver the final set of controller charts to the owner or owner's representative prior to initiating the maintenance period for the contractor. The controller chart sent to the owner shall be hermetically sealed between two (2) pieces of minimum 20 mils thick plastic. 4. The architect shall then deliver one controller chart to the contractor who will permanently fix the controller chart to the inside of the applicable controller. PART 21 PRODUCTS 2,01 PIPING A. General Piping: 1. Pipe sizes shown are nominal inside diameter unless otherwise noted. 2. Pipe shall be identified with the following indelible markings: a, Manufacturer's name. b. Nominal pipe size. C. Schedule or class. d. Pressure rating. e. NSF (National Sanitation Foundation) seal of approval. I. Date of extrusion. B. Solvent Weld Pressure Supply Line: 1, Solvent Weld Pressure Supply Line: (downstream of Backflow prevention device) PVC CL315BE (1" - 3") a. Manufactured from virgin polyvinyl chloride (PVC) compound in accordance with ASTM D2241 and ASTM D1784: cell classification 12454-B. 2. Fittings: Standard weight, Schedule 40, injection molded PVC, complying with ASTM D1784 and D2466. cell classification 12454-B. b. Threads- Injection molded type (where required) C, Tees and Ells- side gated 3. Threaded Nipples: ASTM D2464, Schedule 80 with molded threads. 4. Joint Cement and Primer: Type as recommended by manufacturer of pipe and fittings. C. Gasket -End Pressure Supply Line: 1. Gasket -End Pressure Supply Line: (downstream of Backflow prevention device) PVC Class 200 (4" and larger). a. Manufactured from virgin polyvinyl chloride (PVC) compound in accordance with ASTM D2241 and ASTM D1784, cell classification 12454-B, b. Type 1, Grade 1. 2. Fittings: Cast Iron or Epoxy coated steel: complying with ASTM D1784 and D2466, cell classification 12454-B. 3. Gaskets: Factory installed in pipe and fittings, having a metal or plastic support within the gasket or a plastic retainer ring for gasket. 4. Lubricant: As recommended by manufacturer of pipe fittings. D. Non -Pressure Lines Below Grade: 1, Non -Pressure Lines: (downstream of electric remote control valve) PVC SCH 40, 2, Fittings: Standard weight.. Schedule 40, injection molded PVC, complying with ASTM D1784 and D2466, cell classification 12454-B. a. Threads- Injection molded type (where required) b. Tees and Ells- side gated C. Threaded Nipples: ASTM D2464, Schedule 80 with molded threads. 3. Joint Cement and Primer: Type as recommended by manufacturer of pipe and fittings. E. Non -Pressure Lines Above Grade: 1. Non -Pressure Lines: (downstream of electric remote control valve) Ultraviolet Resistant PVC SCH 40, conforming to ASTM D1785-83. 2, Fittings: Standard weight, Schedule 40, injection molded PVC, complying with ASTM D1784 and D2466, cell classification 12454-B. a. Threads- Injection molded type (where required) b. Tees and Ells- side gated G. Threaded Nipples: ASTM D2464, Schedule 80 with molded threads, 3. Joint Cement and Primer: Type as recommended by manufacturer of pipe and fittings. 4. On -Grade Pipe Stabilizer Bars: 5/16" hot rolled "J" Hook with protective vinyl tubing, welded to #4 rebar stake. F. Sleeving and Conduit: 1. All PVC sleeving for pressure supply line and non- pressure supply line shall be twice the nominal size of the pipe within and used for sleeves below grade as indicated in the following sleeve and conduit schedule: 2. Sleeving and Conduit Material Under Hardscape: a. PVC SCH 40 for V-2 1/2" pressure supply line. b. PVC SCH40 for 3" and larger pressure supply line. C, PVC SCH 40 for non- pressure lines. d. (1) one 3W PVC SCH. 40 conduit for up to 5 wires. e. (1) one 1" PVC SCH, 40 conduit for up to 8 wires. f, (1) one 1 '/,'PVC SCH. 40 conduit for up to 15 wires. g. (1) one 1 '/2" PVC SCH. 40 conduit for up to 20 wires h. (1) one 2" PVC SCH 40 conduit for up to 30 wires. i. (1) one 2'/2'"" PVC SCH 40 conduit for up to 35 wires. j. (1) one 3/4" PVC SCH 40 wire conduit for flow sensing cable. k. (1) one 3/4" PVC SCH 40 wire conduit for master valve wire. 3. Flow sensing cable and master valve wires shall be installed each in their own conduit separate and apart from all other wires. 4. Sleeving and Conduit Material Over Concrete V -Ditches: a. Galvanized SCH. 40 for 1"-2 1/2" pressure supply line. b. Galvanized SCHAO for 3" and larger pressure supply line. C. Galvanized SCH. 40 for non- pressure lines. d. (1) one %` Galvanized SCH. 40 conduit for up to 5 wires. e. (1) one 1" Galvanized SCH. 40 conduit for up to 8 wires. f. (1) one 1 'i/4" Galvanized SCH. 40 conduit for up to 15 wires. g. (1) one 1 %2" Galvanized SCH. 40 conduit for up to 20 wires h. (1) one 2" Galvanized SCH. 40 conduit for up to 30 wires. i. (1) one 2'/i Galvanized SCH. 40 conduit for up to 35 wires. j. (1) one 3/4" Galvanized SCH. 40 wire conduit for flow sensing cable. k. (1) one 3/4" Galvanized SCH. 40 wire conduit for master valve wire. 5. On -Grade Pipe Stabilizer Bars: 5/16" hot rolled "J" Hook with protective vinyl tubing, welded to #4 repair stake. G, Brass Pipe and Fittings: 1. Pressure Supply line (from point of connection through Backflow Prevention Device) Brass pipe shall be regular weight, 85% red brass, ANSI Schedule 40 screwed pipe. 2. Fittings: Medium brass, screwed at 125 pound class. 2.11 ISOLATION VALVES A. Isolation Ball PVC Valves: Industrial Grade sealed unit socket weld schedule 80 PVC ball valve (Use for mainline pipe 1-1/2" and smaller) as manufactured by Spears model 2122 or approved equal. B. Isolation Gate Valve: Bronze, screw -in -bonnet, non -rising stem, cross handle, solid wedge, threaded valve (Use on mainline pipe 2" and 2-1/2" in size) as manufactured by Nibco model T -113-K, or approved equal. C. Isolation Gate Valve: Iron bolted bonnet with 2" square operating nut, non -rising stem.. resilient wedge type, soft seat, flanged end epoxy coated. bronze trimmed iron body. (Use on pipe 3" and greater) as manufactured by Nibco model F -619 -RW flanged, or approved equal. The pikahiardsceleardiedsigiell; Me ons isresponsbleVassubng thea urayarda�pNbillyofh¢dasigrhe�nlRheevardddsrveparcies adsngafl¢mudyapproialcrdudngocosmdpntlepdvaleassapearzbed MARK BY DATE sh�6erespans�efaderarmrllgaoac�smufionand�okMgthepMrafW - - �mrwnlhufnoroimN ENGINEER REVISIONS APPR DATE COUNTY 0 2.12 QUICK COUPLING VALVES A. Quick coupler valves shall have a body constructed of red brass with a wall thickness guaranteed to withstand normal working pressure of 150 P.S.I. without leakage with female threads (penning at base). Quick coupler valve shall have a hinge cover constructed of red brass with leather like vinyl cover bonded to it on such a manner that it becomes permanent type cover. Quick coupler valves used with potable water shall have vinyl covers yellow in color. Quick coupler valves used for reclaimed water shall have vinyl covers purple in color with appropriate reclaimed water warnings in English and Spanish as well as the International "Do Not Drink" symbol B. All quick coupler valves must have a schedule 80 ball valve to isolate mainline from quick coupler valve. Mainline shall be the size of quick coupler valve from mainline tee to quick coupler. 2.14 AIR RELIEF VALVES FOR PRESSURE SUPPLY LINES A. Air relief valve shall be composed of schedule 80 PVC material and be continuous acting in type. Air relief valve shall have a minimum inlet size of 1" MIPT. 2.15 ELECTRIC CONTROL VALVES A. Electric Remote Control Valves: Electric control valves with pressure regulating feature two way solenoid, pilot operated made of synthetics, non corrosive material: diaphragm activated and slow closing. Include freely pivoted seat seal, retained (mounted j without attachment to diaphragm. B. Isolation Ball Valve at Manifold and/or Electric Control Valve: 1. Ball Valve: PVC threaded true union ball valve, with heavy bodied PVC construction, buttress threaded double union nuts, safe -t -block seal carrier, PTFE ball seat, high impact polypropylene handlesafe-t-shear stem, full schedule 80 bore, 235PSI rating, NSF listed. 2.22 VALVE BOXES A. Jumbo rectangular valve boxes shall be 14-7/8 inch wide by 21-3/8 inch long and 12 inch high. Rectangular valve boxes shall be 11-3/4 inch wide by 17 inch long and 12 inch high. Round valve boxes shall be 10 -inch diameter and 10 1/2 inch high. All valve boxes shall be constructed of rigid polyolefin. B. Valve boxes shall have locking covers secure with a 3/8 -inch stainless steel bolt and washer. C. Jumbo rectangular valve boxes shall be used for master control valves. D. Rectangle valve boxes shall be used for control valves, pressure regulators, flow sensors, wye strainers, filtration devices, ball valves and pull boxes. E. Round valve boxes shall be used for gate valves quick coupler valves, flush valve assemblies and spare wires. F. All valve boxes to be green in color unless otherwise specified for use of reclaimed water. G. Heat brand all box lids with the appropriate two-inch high identification letters and/or numbers. H. All valve boxes shall receive landscape fabric. Landscape fabric shall be constructed of 5.0 oz. weight proven polypropylene weed barrier with burst strength of 225 P.S.I. and capable of 12 gallons per minute of water flow and puncture strength of 60 Ips. Dewitt Pro, Mirify or approved equal. I. All valve boxes shall receive 2 cubic feet of 3/4 -inch gravel. J. Valve Tag: Manufactured from UV stabilized plastic with 180lbs pull out resistance and hot stamped for maximum visibility. Top hole shall be designed to pass a 16 gauge or smaller solenoid pigtail or attach with a nylon tie. 2.23 IRRIGATION HEADS (GENERAL) A. All irrigation heads shall be the size, type, and provide the same rate of precipitation with the same radius of spray, pressure and discharge in G.P.M. as listed on drawings B. All spray head sprinklers shall have stainless steel screw adjustment for radius of spray. C. All irrigation heads shall have a factory installed check valve or have an after market check valve installed. D. All other requirements for non -pressure lateral line pipe to be as specified in fitting specification section. E. In no case shall the irrigation head spacing exceed the maximum manufacturer's recommendation. F Irrigation heads along walks, curbs, paving, etc. shall be positioned 1 inch above finish grade. Irrigation in turf areas shall be positioned 2 inches above finish grade. G. All sprinkler heads shall be set perpendicular to finish grades. H, All sprinklers in turf areas shall have a minimum pop-up height of six (6) inches. I. All sprinklers in planter/slope areas shall have a minimum pop-up height of twelve (12)inches. 2.24 BUBBLERS A. Bubblers shall be constructed of heavy duty plastic and be pressure compensation full circle. The bubbler shall have a 20 mesh screen to protect it from clogging. B. Bubblers shall be from .25. 1.0 GPM and operate between 20-90 PSI. of CAL\ 2.25 POP-UP SPRAY HEADS A. The spray head body, nozzle, stem and screen shall be molded out of heavy duty plastic. B. Pop-up height shall be as listed in drawings and in no case shorter than 4 inches. C. The spray head shall have an adjustment screw used for regulating flow and radius with matched precipitation rate (MPR) nozzle. D. The spray head shall have a removable screen to protect it from clogging. E. The spray head shall have a stainless steel spring for proper pop down. F. The spray head shall be equipped with a factory installed check valve identified on the cap and capable of holding water up to 10 feet of elevation change. G. The spray head shall be equipped with a factory installed pressure regulating device constructed of stainless steel and heavy-duty plastic capable of maintaining a pressure of 35-70 P.S.I. for operation of the sprinkler. H. All spray head bodies shall have universal male thread risers to accept universal female threaded nozzles. 2.28 SPRAY HEADS ON RISER A. The spray head adaptor body, nozzle, stem and screen shall be molded out of heavy duty plastic B. Spray head adaptor and nozzle shall be mounted on an Schedule 80 riser a minimum height of 6" from finish grade. C. The spray head shall have an adjustment screw used for regulating flow and radius with matched precipitation rate (MPR) nozzle. D. The spray head shall have a removable screen to protect it from clogging. E. The spray head shall be equipped with an external check valve capable of holding water up to 10 feet of elevation change. 2.27 POP-UP ROTOR A. All pop-up rotors shall have a rubber cover and be constructed of heavy duty plastic except for wiper seal, bearing spring and bearing washers. The riser shall be constructed of plastic or of plastic encased in a stainless steel sleeve. All rotors to have a reinforced rib design with flange encasement. B. Pop-up height shall be as listed in drawings and in no case be shorter than 3-1/2 inches. C. The rotor shall have a diffuser pin for regulating flow and radius D. The rotor shall have a screen to protect it from clogging and have a minimum inlet of 3/4 inch E. Medium Range rotors shall be capable of covering 16.55 feet radius at 20.60 PSI with a rate of .5 - 9.2 GPM. and be adjustable from 1-360 degrees. Long range rotor shall be capable of covering 16-55 feet radius at 40-74 PSI with a rate of 3.8 - 27.5 GPM. and be adjustable from 1-360 degrees. 2.28 ROTOR ON RISER A. All rotors mounted on risers shall have a rubber cover and be constructed of heavy duty plastic except for wiper seal, bearing spring and bearing washers. The rotor riser shall be constructed of plastic. B. Rotor shall be mounted on an ultraviolet resistant riser a minimum height of 12" from finish grade supported by a rebar stabilizer stake and sprinkler ties. C. The rotor shall have a diffuser pin for regulating flow and radius. D. The rotor shall have a screen to protect it from clogging and have a minimum inlet of 3/4 inch. E. Medium Range rotors shall be capable of covering 16.55 feet radius at 20-60 PSI with a rate of .5 - 9.2 GPM. and be adjustable from 1-360 degrees. Long range rotor shall be capable of covering 16-55 feet radius at 40-74 PSI with a rate of 3.8 - 27.5 GPM, and be adjustable from 1-360 degrees. 2.30 ELECTRIC CONTROL VALVE WIRE A. Low Voltage: 1, AWG OF UL approved No. 14 direct burial copper wire for all control wires and No. 14 direct burial copper wire for all common wires. 2. Wire Colors: a. Control Wires- As specified on drawings b. Common Wires- As specified on drawings. C. Master Valve Wires- Blue. d. Spare Wires- Green (labeled at termination) 3. Wire Splice Connectors: 3M DBY Direct Bury Splice Kits. B. High Voltage: 1. Type required by local codes and ordinances, of proper size to accommodate needs of equipment serviced. 2.31 PIPE JOINT RESTRAINTS A. All pressure line fittings 4 inch and larger shall be iron ductile deep bell type constructed of grade 65-45-12 and shall be in accordance with ASTM A536. Rubber for gaskets in fittings shall be in accordance with ASTM -477. All iron ductile fittings shall have stainless steel exterior lugs to secure a joint restraint system. 2.32 SAND BEDDING A. Sand bedding shall be construction grade -- PREPARED BY: A LB E R T A. ENGINEERING CONSULTANTS 3788 McCRAY STREET LW RIVERSIDE CA. 92506 PH. (951) 686-1070 A S S 0 C I T E S FAX (951) 788-1256 JAIME MACIAS 07-26-2016 CERT NO. 58 E /2017 DATE: BENCHMARK: G FEL 2 Yz" BRASS DISK STAMPED RIVERSIDE COUNTY B.M. H-35-70 AT NORTHWEST CORNER CONC. SLAB 500' SLY OF INT. RAMONA BLVD AND SANDERSON AVE 40' WILY CENTERLINE ELEV. 1462.72 NAVD88 FOR. SCALE: H N/A N/A GOLDEN ERA PRODUCTIONS PART 31 EXECUTION 3.01 PREPARATION A. Examine field conditionsrior to beginning work described in this section. Grading P 9 9 operations shall be completed and approved prior to beginning work. B. Verify all sleeve locations below future hardscape and/or across concrete v -ditches prior to beginning work in this section. Flag all existing sleeves and conduits = fades. Report an conflicts and discrepancies to the architect installed by other r p y p Immediately. C. Irrigation system shall be constructed to the sizes and grades at the locations - shown on the drawings. Mark with powdered lime or marking paint routing of = pressure supply line and stake the location of each sprayhead, rotor, electric control valve and other related equipment for the first three zones Architect shall review staking and direct any necessary changes with the contractor prior to proceeding to other zones. This review does not in any way alleviate the contractor from the responsibilities associated with proper uniformity and distribution of head placement after staking D. Install sleeves, to accommodate pipes and wires, under paving, hardscape areas, sidewalks, and paths prior to asphalt and concrete operations. Compact backfill around sleeves to 95% Modified Proctor Density within 2% of optimum it moisture content in accordance with ASTM D1557. 3.02 EXCAVATION AND BACKFILLING OF TRENCHES A. Trench excavation shall as much as possible follow the layout shown on the drawings Trenches shall be straight in alignment and support pipe continuously on bottom of trench. Remove rocks and debris greater than 1" in diameter. Over excavate as required for bedding material. B. Depth of Trench (in landscape areas): Pressure Supply Line (3" and smaller): 18" from top of pipe to finish grade. Non -Pressure Line (12" pop-up Rotors): 18" from top of pipe to finish grade. Non -Pressure Line (6" and smaller pop-up Rotors): 12" from top of pipe to finish grade. Non -Pressure Line (12" pop-up Spray Heads): 18" from top of pipe to finish grade. Non -Pressure Line (6" and smaller pop-up Spray Heads): 12" from top of pipe to finish grade Control Wiring: directly at side and bottom of pressure supply line. Pressure Supply line Locator Tape: 6" above top of pipe. C. Depth of Trench (under asphalt paving or concrete): Pressure Supply Line (3" and smaller): 24" from top of pipe to aggregate base. Non -Pressure Line: 24" from top of pipe to aggregate base. Control Wiring: directly at side and bottom of pressure supply line. Pressure Supply line Locator Tape: 6" above top of pipe. 1. Piping located under asphalt paving or concrete shall be installed with the appropriate sized sleeve and backfilled with sand bedding (6" below pipe and 6" above pipe). 2. Compact backfill material in 6" lifts at 90% maximum density determined in accordance with ASTM D1557 using manual or mechanical tamping device. 3. Set in place, cap, and pressure test piping in the presence of the owner or owner's representative prior to backfilling. D. Width of Trench: Pipe Greater than 3": 14" minimum. Pipe Less than 3": 7" minimum. E. Width between Trenches: Irrigation Trench to Irrigation Trench 6' minimum. Irrigation Trench and other Trade Trenches: 12" minimum. F. Boring: Boring will only be permitted where pipe must pass under an obstruction that cannot be avoided or removed. Backfill shall match surrounding soil density and grain. Boring under existing paving, sidewalks, or hardscape may be permitted at contractor's own risk Contractor is responsible for any repairs or damage to such items at their own expense. G. Backfilling: Backfilling of trenches may not be done until all required testing for the irrigation system has been completed. 1. Material: Excavated material is generally considered to be adequate for backfilling operations. Before beginning the backfilling operation, insure that backfill material is free from debris and rocks greater than 1" in diameter, and is not mixed with topsoil. These materials after separated from backfill, shall be legally disposed of at contractor's expense. 2. Bedding: Bed pressure supply line with construction grade sand 6' above and 6" below pipe as shown on details. Remaining backfill may be as described above. 3. Bed all electrical control wire trenched separate from pressure supply line, with construction grade sand 6" above and 6" below wires. 4. When backfilling, slightly mound filled trenches for settlement after backfilling is compacted. Compact backfill to a 90% maximum density in accordance with ASTM D1557 with a mechanical tamper. Do not leave trenches open for a period greater than 48 hours. Open trenches shall be protected in accordance with current OSHA regulations. 5. Smooth trenches to finish grade prior to requesting a walk through; for substantial completion with the landscape architect. 3.03 POINT OF CONNECTION(S) A. Point of connection shall be approximately as shown on drawings. Connect new underground piping and valves and provide all flanges adapters or other necessary fittings. 1 . 10lue 11111912161=11«�sT6T9y.�� COUNTY OF RIVERSIDE GILMAN SPRINGS ROAD - CASTLE GILMAN SPRINGS ROAD REHABILITATION LANDSCAPE PLANS SI &CIF/WPI ONS 10 L-0 9 OF1 L'SHTS 15-0169 1 FILE NO. BGR 150202 0 0 B. General Observation: The landscape architect will visit the construction site at interim W Z times during the construction process to access construction progress regarding > U (D U) specifications and site conditions. The architect will prepare a site report after each visit LL0 W noting progress of installation, verbal communication with the contractor and identifying W We any field adjustments necessary which require modifications to the designed irrigation Q AIR RELIEF VALVES d N N Z �c The contractor is responsible to immediately address each item on the site report before D U) LlU ELECTRIC CONTROL VALVES 6 i Install each electric control valve in a separate valve box so that cross handle is 3" min. Z 0 Z fY a Z/ryy Q 0 tY C) L� d maximum of 12 " between each valve box. Install valve boxes in the same direction and 1. Pressure testing shall be performed in the presence of the architect and owner or parallel with one another and perpendicular to paving, hardscape, sidewalks and paths. o DO Install electric control valves on slopes within two feet from toe of slope. Use same Q trench as toe of slope non -pressure lateral line for pressure supply line and wire routing pressure or 150 psi whichever is greater for a period of no less than 2 r see section 3.02 B and C for pipe and wire depths. hours. The pressure gauge used for the pressure test shall not exceed readings greater than 300psi. Pressure pump and other equipment Z CHECK VALVES } A. Z. b. Test is acceptable if no leakage occurs within the system for the r Z O t- O a � F•�, LW_ r 4 MP •• W O 1„J Z J J d Z ® F O U �:Z W Z LL' a LL d O Z U © d W T Q U U) > W U n r U a Q 0_ tY z W W Z z 0 Z W r o 0 w' 6 LU Z W > O Z W W U Z d Z W ¢ I. - u) fn W } W r O 5 3: O J i M J U O d W r ry 0� W LU U 0 O LY Q 0:D U Z O < o 0 W W U LCL' U EL Or Q 0 - IRRIGATION SYSTEM I CONTINUED 3.04 INSTALLATION OF SOLVENT WELD POLYVINYL CHLORIDE PIPE (PVC) A. Polyvinyl chloride pipe shall be cut with an approved PVC pipe cutter designed only for that purpose. B. All plastic -to -plastic solvent weld joints shall use only the solvent recommended by the pipe manufacturer. Do not install solvent weld pipe when temperature is below 40° F. C. Pipe ends and fittings shall be wiped with MEK, or approved equal, before welding solvent is applied. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. D. Pipe shall be snaked from side-to-side on trench bottom to allow for expansion and contractions. E. All changes of direction over 15 degrees shall be made with appropriate fittings. F. When pipe laying is not in progress at the end of each working day, close pipe ends with tight plug or cap. G. Install pressure supply line locating tape along the entire length of pressure supply line. H. Coordinate pressure supply line with sand bedding operations. I. No water shall be permitted in the pipe until inspections have been completed and a period of at least 24 hours has elapsed for solvent weld setting and curing. J. Center load pipe with small amount of backfill to prevent arching and slipping under pressure. Leave joints exposed for inspection during testing. 3.05 INSTALLATION OF GASKET -END POLYVINYL CHLORIDE PIPE A. Lay pipe and make pipe to fitting or pipe to pipe joints following OR70 recommendations (Johns- Manville Guide for Installation of Ring-Tite Pipe), or pipe manufacturers recommendations. B. Pipe shall be snaked from side-to-side of trench bottom to allow for expansion and contractions. C. All changes of direction over 15 degrees shall be made with fittings. D. Install pipe joint restraints on all gasket end fittings as specified above and as shown on details. E. When pipe laying is not in progress and at the end of each working day, close pipe ends with tight plug or cap. F. Install pressure supply line locating tape along the entire length of pressure supply line. G. Center load pipe with small amount of backfill to prevent arching and slipping under pressure. Leave joints exposed for inspection during testing. H. Coordinate pressure supply line with sand bedding operations. I. No water shall be permitted in the pipe until inspections have been completed and a period of at least 24 hours has elapsed for solvent weld setting and curing. 3.06 INSTALLATION OF BRASS PIPE A. Brass piping shall be cut by a power hacksaw, a circular cutting machine using an abrasive wheel, or by means of a hand hacksaw. All pipe shall be reamed and rough edges or burrs removed so that a smooth and unobstructed flow is obtained. B. Eccentric reducing fittings shall be used where any change in pipe size occurs. Bushings shall not be used unless specifically authorized by the architect. C. Joint compound shall be carefully and smoothly placed on the male thread only. All screwed joints must be tightened with tongs or wrenches. Caulking of any kind will not be permitted. D. All exposed piping under structural slabs shall be stenciled with "irrigation Main" or "Irrigation Lateral" as required, at ten foot (10') intervals in black lettering, 3/4" minimum high. 3.10 ISOLATION BALL VALVES A. Install isolation ball valves in separate valve boxes as specified on the drawings. 3.11 QUICK COUPLING VALVES 3.15 VALVE BOXES A. Install valve boxes with each type of irrigation equipment so that top of valve box is above finish grade as specified on the detail drawings. Valve box extensions are not acceptable. B. Place gravel sump below and around each valve box prior to installing valve box as specified on the drawings. Place remaining portion of gravel inside valve box allowing full access in and around all fittings. Valve box shall be fully supported by gravel sump. No brick or wood supports are allowed. C. Brand valve box lid of associated equipment as follows: Electric control valve box lid with "Controller Letter and Station Number", Quick coupling valve box lid with the letters "QC". Isolation ball valve box lid with the letters "BV". Air relief valve box lid with the letters "AR". Spare Wire box lids with the letters "SW" Wire Splice box lid with the letters "WS". Letter and number size of brand shall be no less than 1.5" and no greater than 2" in height and shall be 1/8" maximum in depth. Provide sample branding to the owner or owner's representative prior to commencement of work. D. Walk through for substantial completion will not be allowed until all branding is complete. 3.16 SPRAY HEADS AND ROTORS A. Install spray heads and rotors as specified on drawings allowing minimum distance between paving: hardscape, sidewalks, and paths. B. Spray heads and rotors shall not exceed the maximum head and row spacing specified on the drawings or staked in the field by the architect. In no case may spray heads or rotors be installed at a distance between heads that exceeds the manufacturer's recommended distance. C. Angled nipples on swing joints below spray heads and rotors shall not exceed 45° nor be less than 10°. D. After installation adjust nozzle sizes, arcs and radius of throw to allow head to head uniform distribution. Adjust all spray heads and rotors to correct height above sod as detailed. Adjust all shrub nozzles on risers and rotors on riser's perpendicular to finish grade and as specified on the drawings. No over spray will be allowed on paving, hardscape, sidewalks, and paths. E. Adjust adjacent plant material so that it does not interfere with uniform distribution of each spray head or rotor. F. Landscape architect may request nozzle changes and/or adjustments without additional cost to the owner. 3.18 ELECTRICAL WIRE A. Low Voltage Wiring: 1. Bury control wiring in same trench as pressure supply line as specified. 2. Bundle all 24 volt wires at 20' intervals with electrical tape. 3. Provide expansion loops at every pressure supply line angle fitting and at 250' length intervals along routing. Form expansion loop by wrapping wire a minimum of 10 times around a 3/4" pipe and withdrawing pipe as specified on the drawings. 4. Limit splicing of electrical wiring. Provide each splice made at intervals or in electric control valve and drip valve assembly valve boxes with 3M DBY Direct Bury Splice Kits. 5. Wire splices occurring at intervals outside electric control valve boxes shall be installed in a separate valve box. 6. Provide (1) one electrical control wire for every electric control valve. Piggy backing like zones on the same electrical control wire is not allowed. 7. Install (2) two spare #14-1 electrical control wires from the automatic controller unit pedestal to the last electric control valve on each leg of pressure supply line. Locate the spare wires in their own valve box as specified on the drawings. In addition to these spare wires, check the drawings for any additional wires that may be required and locate them in the same valve box as the spare wires. B. High Voltage Wiring: 1. Install 120 volt power from power source to automatic controller unit following local governing codes and ordinances. 3.19 QUALITY CONTROL A. Preconstruction Meeting: The contractor is responsible for contacting the landscape architect prior to beginning construction and/or ordering materials to establish a meeting to review and discuss project objectives, concerns and to review the construction documents to insure a complete understanding of required installation procedures. A. 0 B. General Observation: The landscape architect will visit the construction site at interim W Z times during the construction process to access construction progress regarding > U installation of irrigation equipment to be in compliance with the drawings, details, U) specifications and site conditions. The architect will prepare a site report after each visit LL0 W noting progress of installation, verbal communication with the contractor and identifying any field adjustments necessary which require modifications to the designed irrigation tY z W W Z z 0 Z W r o 0 w' 6 LU Z W > O Z W W U Z d Z W ¢ I. - u) fn W } W r O 5 3: O J i M J U O d W r ry 0� W LU U 0 O LY Q 0:D U Z O < o 0 W W U LCL' U EL Or Q 0 - IRRIGATION SYSTEM I CONTINUED 3.04 INSTALLATION OF SOLVENT WELD POLYVINYL CHLORIDE PIPE (PVC) A. Polyvinyl chloride pipe shall be cut with an approved PVC pipe cutter designed only for that purpose. B. All plastic -to -plastic solvent weld joints shall use only the solvent recommended by the pipe manufacturer. Do not install solvent weld pipe when temperature is below 40° F. C. Pipe ends and fittings shall be wiped with MEK, or approved equal, before welding solvent is applied. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. D. Pipe shall be snaked from side-to-side on trench bottom to allow for expansion and contractions. E. All changes of direction over 15 degrees shall be made with appropriate fittings. F. When pipe laying is not in progress at the end of each working day, close pipe ends with tight plug or cap. G. Install pressure supply line locating tape along the entire length of pressure supply line. H. Coordinate pressure supply line with sand bedding operations. I. No water shall be permitted in the pipe until inspections have been completed and a period of at least 24 hours has elapsed for solvent weld setting and curing. J. Center load pipe with small amount of backfill to prevent arching and slipping under pressure. Leave joints exposed for inspection during testing. 3.05 INSTALLATION OF GASKET -END POLYVINYL CHLORIDE PIPE A. Lay pipe and make pipe to fitting or pipe to pipe joints following OR70 recommendations (Johns- Manville Guide for Installation of Ring-Tite Pipe), or pipe manufacturers recommendations. B. Pipe shall be snaked from side-to-side of trench bottom to allow for expansion and contractions. C. All changes of direction over 15 degrees shall be made with fittings. D. Install pipe joint restraints on all gasket end fittings as specified above and as shown on details. E. When pipe laying is not in progress and at the end of each working day, close pipe ends with tight plug or cap. F. Install pressure supply line locating tape along the entire length of pressure supply line. G. Center load pipe with small amount of backfill to prevent arching and slipping under pressure. Leave joints exposed for inspection during testing. H. Coordinate pressure supply line with sand bedding operations. I. No water shall be permitted in the pipe until inspections have been completed and a period of at least 24 hours has elapsed for solvent weld setting and curing. 3.06 INSTALLATION OF BRASS PIPE A. Brass piping shall be cut by a power hacksaw, a circular cutting machine using an abrasive wheel, or by means of a hand hacksaw. All pipe shall be reamed and rough edges or burrs removed so that a smooth and unobstructed flow is obtained. B. Eccentric reducing fittings shall be used where any change in pipe size occurs. Bushings shall not be used unless specifically authorized by the architect. C. Joint compound shall be carefully and smoothly placed on the male thread only. All screwed joints must be tightened with tongs or wrenches. Caulking of any kind will not be permitted. D. All exposed piping under structural slabs shall be stenciled with "irrigation Main" or "Irrigation Lateral" as required, at ten foot (10') intervals in black lettering, 3/4" minimum high. 3.10 ISOLATION BALL VALVES A. Install isolation ball valves in separate valve boxes as specified on the drawings. 3.11 QUICK COUPLING VALVES 3.15 VALVE BOXES A. Install valve boxes with each type of irrigation equipment so that top of valve box is above finish grade as specified on the detail drawings. Valve box extensions are not acceptable. B. Place gravel sump below and around each valve box prior to installing valve box as specified on the drawings. Place remaining portion of gravel inside valve box allowing full access in and around all fittings. Valve box shall be fully supported by gravel sump. No brick or wood supports are allowed. C. Brand valve box lid of associated equipment as follows: Electric control valve box lid with "Controller Letter and Station Number", Quick coupling valve box lid with the letters "QC". Isolation ball valve box lid with the letters "BV". Air relief valve box lid with the letters "AR". Spare Wire box lids with the letters "SW" Wire Splice box lid with the letters "WS". Letter and number size of brand shall be no less than 1.5" and no greater than 2" in height and shall be 1/8" maximum in depth. Provide sample branding to the owner or owner's representative prior to commencement of work. D. Walk through for substantial completion will not be allowed until all branding is complete. 3.16 SPRAY HEADS AND ROTORS A. Install spray heads and rotors as specified on drawings allowing minimum distance between paving: hardscape, sidewalks, and paths. B. Spray heads and rotors shall not exceed the maximum head and row spacing specified on the drawings or staked in the field by the architect. In no case may spray heads or rotors be installed at a distance between heads that exceeds the manufacturer's recommended distance. C. Angled nipples on swing joints below spray heads and rotors shall not exceed 45° nor be less than 10°. D. After installation adjust nozzle sizes, arcs and radius of throw to allow head to head uniform distribution. Adjust all spray heads and rotors to correct height above sod as detailed. Adjust all shrub nozzles on risers and rotors on riser's perpendicular to finish grade and as specified on the drawings. No over spray will be allowed on paving, hardscape, sidewalks, and paths. E. Adjust adjacent plant material so that it does not interfere with uniform distribution of each spray head or rotor. F. Landscape architect may request nozzle changes and/or adjustments without additional cost to the owner. 3.18 ELECTRICAL WIRE A. Low Voltage Wiring: 1. Bury control wiring in same trench as pressure supply line as specified. 2. Bundle all 24 volt wires at 20' intervals with electrical tape. 3. Provide expansion loops at every pressure supply line angle fitting and at 250' length intervals along routing. Form expansion loop by wrapping wire a minimum of 10 times around a 3/4" pipe and withdrawing pipe as specified on the drawings. 4. Limit splicing of electrical wiring. Provide each splice made at intervals or in electric control valve and drip valve assembly valve boxes with 3M DBY Direct Bury Splice Kits. 5. Wire splices occurring at intervals outside electric control valve boxes shall be installed in a separate valve box. 6. Provide (1) one electrical control wire for every electric control valve. Piggy backing like zones on the same electrical control wire is not allowed. 7. Install (2) two spare #14-1 electrical control wires from the automatic controller unit pedestal to the last electric control valve on each leg of pressure supply line. Locate the spare wires in their own valve box as specified on the drawings. In addition to these spare wires, check the drawings for any additional wires that may be required and locate them in the same valve box as the spare wires. B. High Voltage Wiring: 1. Install 120 volt power from power source to automatic controller unit following local governing codes and ordinances. 3.19 QUALITY CONTROL A. Preconstruction Meeting: The contractor is responsible for contacting the landscape architect prior to beginning construction and/or ordering materials to establish a meeting to review and discuss project objectives, concerns and to review the construction documents to insure a complete understanding of required installation procedures. A. 0 B. General Observation: The landscape architect will visit the construction site at interim W Z times during the construction process to access construction progress regarding B. U installation of irrigation equipment to be in compliance with the drawings, details, U) specifications and site conditions. The architect will prepare a site report after each visit W noting progress of installation, verbal communication with the contractor and identifying any field adjustments necessary which require modifications to the designed irrigation 3.12 AIR RELIEF VALVES system. A copy of this site report will be delivered to both the owner and the contractor. N N Install air release valves in a separate valve boxes as specified on the drawings The contractor is responsible to immediately address each item on the site report before - K LlU ELECTRIC CONTROL VALVES 6 m Install each electric control valve in a separate valve box so that cross handle is 3" min. Z 0 Z below valve box cover as specified on the detail drawings, a Z/ryy lL 0 Group electric control valves together as specified on the drawings allowing a C) L� rpt maximum of 12 " between each valve box. Install valve boxes in the same direction and 1. Pressure testing shall be performed in the presence of the architect and owner or parallel with one another and perpendicular to paving, hardscape, sidewalks and paths. o r Install electric control valves on slopes within two feet from toe of slope. Use same a. Pressurize the irrigation system to 40 psi greater than the designated static trench as toe of slope non -pressure lateral line for pressure supply line and wire routing pressure or 150 psi whichever is greater for a period of no less than 2 GWY see section 3.02 B and C for pipe and wire depths. tY z W W Z z 0 Z W r o 0 w' 6 LU Z W > O Z W W U Z d Z W ¢ I. - u) fn W } W r O 5 3: O J i M J U O d W r ry 0� W LU U 0 O LY Q 0:D U Z O < o 0 W W U LCL' U EL Or Q 0 - IRRIGATION SYSTEM I CONTINUED 3.04 INSTALLATION OF SOLVENT WELD POLYVINYL CHLORIDE PIPE (PVC) A. Polyvinyl chloride pipe shall be cut with an approved PVC pipe cutter designed only for that purpose. B. All plastic -to -plastic solvent weld joints shall use only the solvent recommended by the pipe manufacturer. Do not install solvent weld pipe when temperature is below 40° F. C. Pipe ends and fittings shall be wiped with MEK, or approved equal, before welding solvent is applied. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. D. Pipe shall be snaked from side-to-side on trench bottom to allow for expansion and contractions. E. All changes of direction over 15 degrees shall be made with appropriate fittings. F. When pipe laying is not in progress at the end of each working day, close pipe ends with tight plug or cap. G. Install pressure supply line locating tape along the entire length of pressure supply line. H. Coordinate pressure supply line with sand bedding operations. I. No water shall be permitted in the pipe until inspections have been completed and a period of at least 24 hours has elapsed for solvent weld setting and curing. J. Center load pipe with small amount of backfill to prevent arching and slipping under pressure. Leave joints exposed for inspection during testing. 3.05 INSTALLATION OF GASKET -END POLYVINYL CHLORIDE PIPE A. Lay pipe and make pipe to fitting or pipe to pipe joints following OR70 recommendations (Johns- Manville Guide for Installation of Ring-Tite Pipe), or pipe manufacturers recommendations. B. Pipe shall be snaked from side-to-side of trench bottom to allow for expansion and contractions. C. All changes of direction over 15 degrees shall be made with fittings. D. Install pipe joint restraints on all gasket end fittings as specified above and as shown on details. E. When pipe laying is not in progress and at the end of each working day, close pipe ends with tight plug or cap. F. Install pressure supply line locating tape along the entire length of pressure supply line. G. Center load pipe with small amount of backfill to prevent arching and slipping under pressure. Leave joints exposed for inspection during testing. H. Coordinate pressure supply line with sand bedding operations. I. No water shall be permitted in the pipe until inspections have been completed and a period of at least 24 hours has elapsed for solvent weld setting and curing. 3.06 INSTALLATION OF BRASS PIPE A. Brass piping shall be cut by a power hacksaw, a circular cutting machine using an abrasive wheel, or by means of a hand hacksaw. All pipe shall be reamed and rough edges or burrs removed so that a smooth and unobstructed flow is obtained. B. Eccentric reducing fittings shall be used where any change in pipe size occurs. Bushings shall not be used unless specifically authorized by the architect. C. Joint compound shall be carefully and smoothly placed on the male thread only. All screwed joints must be tightened with tongs or wrenches. Caulking of any kind will not be permitted. D. All exposed piping under structural slabs shall be stenciled with "irrigation Main" or "Irrigation Lateral" as required, at ten foot (10') intervals in black lettering, 3/4" minimum high. 3.10 ISOLATION BALL VALVES A. Install isolation ball valves in separate valve boxes as specified on the drawings. 3.11 QUICK COUPLING VALVES 3.15 VALVE BOXES A. Install valve boxes with each type of irrigation equipment so that top of valve box is above finish grade as specified on the detail drawings. Valve box extensions are not acceptable. B. Place gravel sump below and around each valve box prior to installing valve box as specified on the drawings. Place remaining portion of gravel inside valve box allowing full access in and around all fittings. Valve box shall be fully supported by gravel sump. No brick or wood supports are allowed. C. Brand valve box lid of associated equipment as follows: Electric control valve box lid with "Controller Letter and Station Number", Quick coupling valve box lid with the letters "QC". Isolation ball valve box lid with the letters "BV". Air relief valve box lid with the letters "AR". Spare Wire box lids with the letters "SW" Wire Splice box lid with the letters "WS". Letter and number size of brand shall be no less than 1.5" and no greater than 2" in height and shall be 1/8" maximum in depth. Provide sample branding to the owner or owner's representative prior to commencement of work. D. Walk through for substantial completion will not be allowed until all branding is complete. 3.16 SPRAY HEADS AND ROTORS A. Install spray heads and rotors as specified on drawings allowing minimum distance between paving: hardscape, sidewalks, and paths. B. Spray heads and rotors shall not exceed the maximum head and row spacing specified on the drawings or staked in the field by the architect. In no case may spray heads or rotors be installed at a distance between heads that exceeds the manufacturer's recommended distance. C. Angled nipples on swing joints below spray heads and rotors shall not exceed 45° nor be less than 10°. D. After installation adjust nozzle sizes, arcs and radius of throw to allow head to head uniform distribution. Adjust all spray heads and rotors to correct height above sod as detailed. Adjust all shrub nozzles on risers and rotors on riser's perpendicular to finish grade and as specified on the drawings. No over spray will be allowed on paving, hardscape, sidewalks, and paths. E. Adjust adjacent plant material so that it does not interfere with uniform distribution of each spray head or rotor. F. Landscape architect may request nozzle changes and/or adjustments without additional cost to the owner. 3.18 ELECTRICAL WIRE A. Low Voltage Wiring: 1. Bury control wiring in same trench as pressure supply line as specified. 2. Bundle all 24 volt wires at 20' intervals with electrical tape. 3. Provide expansion loops at every pressure supply line angle fitting and at 250' length intervals along routing. Form expansion loop by wrapping wire a minimum of 10 times around a 3/4" pipe and withdrawing pipe as specified on the drawings. 4. Limit splicing of electrical wiring. Provide each splice made at intervals or in electric control valve and drip valve assembly valve boxes with 3M DBY Direct Bury Splice Kits. 5. Wire splices occurring at intervals outside electric control valve boxes shall be installed in a separate valve box. 6. Provide (1) one electrical control wire for every electric control valve. Piggy backing like zones on the same electrical control wire is not allowed. 7. Install (2) two spare #14-1 electrical control wires from the automatic controller unit pedestal to the last electric control valve on each leg of pressure supply line. Locate the spare wires in their own valve box as specified on the drawings. In addition to these spare wires, check the drawings for any additional wires that may be required and locate them in the same valve box as the spare wires. B. High Voltage Wiring: 1. Install 120 volt power from power source to automatic controller unit following local governing codes and ordinances. 3.19 QUALITY CONTROL A. Preconstruction Meeting: The contractor is responsible for contacting the landscape architect prior to beginning construction and/or ordering materials to establish a meeting to review and discuss project objectives, concerns and to review the construction documents to insure a complete understanding of required installation procedures. A. Install quick coupling valves in a separate valve box as specified on the detail drawings B. General Observation: The landscape architect will visit the construction site at interim times during the construction process to access construction progress regarding B. Angeled nipple relative to pressure supply line shall be no greater than 45° and no less installation of irrigation equipment to be in compliance with the drawings, details, than 100 specifications and site conditions. The architect will prepare a site report after each visit noting progress of installation, verbal communication with the contractor and identifying any field adjustments necessary which require modifications to the designed irrigation 3.12 AIR RELIEF VALVES system. A copy of this site report will be delivered to both the owner and the contractor. A. Install air release valves in a separate valve boxes as specified on the drawings The contractor is responsible to immediately address each item on the site report before proceeding with further construction. 3.13 ELECTRIC CONTROL VALVES A. Install each electric control valve in a separate valve box so that cross handle is 3" min. C. Pressure Testing the Pressure Supply Line: After backfilling, flushing, and prior to the below valve box cover as specified on the detail drawings, installation of each electric control valve, isolation ball valve and quick coupling valve the irrigation system shall be pressure tested. B. Group electric control valves together as specified on the drawings allowing a maximum of 12 " between each valve box. Install valve boxes in the same direction and 1. Pressure testing shall be performed in the presence of the architect and owner or parallel with one another and perpendicular to paving, hardscape, sidewalks and paths. owner's representative utilizing the following procedure: C. Install electric control valves on slopes within two feet from toe of slope. Use same a. Pressurize the irrigation system to 40 psi greater than the designated static trench as toe of slope non -pressure lateral line for pressure supply line and wire routing pressure or 150 psi whichever is greater for a period of no less than 2 see section 3.02 B and C for pipe and wire depths. hours. The pressure gauge used for the pressure test shall not exceed readings greater than 300psi. Pressure pump and other equipment 3.14 CHECK VALVES necessary for the test shall be furnished by the contractor. A. Install swing check valves as specified on drawings. b. Test is acceptable if no leakage occurs within the system for the B. Install spring check valves as specified on drawings. duration of the testing period. Or If leaks occur, repair said leaks and begin pressure test again. Repeat this operation until no leaks occur in the irrigation system. d. Before requesting a walk through for substantial completion, the entire irrigation system shall remain under pressure for a period of no less than 48 hours. ,Z _ W,�i� NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. - - - - to Maeuealddsaeoaa�s apmaieaodscapsaOied 1tARK BY DATE il�oo antl resistag the oarrs far ENGINEER 2. The contractor is responsible for notifying the architect one day in advance of the pressure test. D. Flushing: Center load all piping prior to flushing. After all new irrigation piping and risers are in place and connected and all necessary diversion work has been completed and prior to the installation of sprinkler heads, rotors and quick coupling valves, thoroughly flush piping system under full head of pressure. After the furthermost riser from the point of connection begins to flush, continue flushing for a duration of five minutes. After the system is thoroughly flushed, cap all risers. E. Walk Through For Substantial Completion: 1. Before requesting a walk through for substantial completion the following requirements must be entirely satisfied: a. The entire irrigation system is completely installed, flushed and satisfactorily pressure tested, If the contractor failed to notify, the architect for the pressure test and flushing procedures stated above than the contractor assumes full responsibility for any design modifications directed by the architect during the walk through for substantial completion regarding pressure and flushing issues. b. All valve boxes have been branded. C. All automatic controllers are fully operable and communication has been certified in writing and checked at central control system by the central control system manufacturer on their letter head. d. Record as -built drawings have been submitted to the architect for review as to completeness. e. (4) Four service manuals have been delivered to the owner or owner's representative. 2, Once the above requirements have been met a walk through for substantial completion may be requested. The following procedures will be used during the walk through'. a. Contractor must have (2) two personnel available with radio communication for the entire length of the walk through. b. All valve box lids shall be removed from valve boxes and placed face up adjacent to the valve box prior to beginning the walk through. C, The walk through will be divided into (2) two sections and proceed as follows 1. Visual Walk Through: This will consist of walking through the entire irrigation system and examining all components of the system without turning on zones. A punch list will be established of deficiencies in the construction and workmanship of the irrigation system as compared to the construction drawings, details, and specifications 2. Operational Walk Through: This will consist of walking through the entire irrigation system observing each zone in a fully operable condition. Valves must be activated from the automatic controller unit (Manual bleeding of individual electric control valves will not be acceptable). A punch list will be established of deficiencies in the operation of each zone in the irrigation system evaluating but not limited to head spacing, row spacing, nozzle sizing, correct radius of throw, correct stationing, as compared to the construction drawings, details, an$ specifications. 3. Once the Walk Through for Substantial Completion has been completed the architect will provide a copy of all punch list items to the owner for review and distribution to the contractor. It is the contractor's responsibility to repair, replace, and adjust all items on the punch prior to requesting a final walk through. F. Final Walk Through: 1. Before commencement of a final walk through is requested, the following requirements must be entirely satisfied: a. Each item on the walk through for substantial completion has been thoroughly addressed and resolved by the contractor. b. All final record as -built drawings and controller charts have been produced by the architect for review by the architect and contractor at the final walk through. 2. Once the above requirements have been met a final walk through may be requested. The following procedures will be used: a. Contractor must have (2) two personnel available with radio communication for the entire length of the walk through. b. Only those valve box lids shall be removed from valve boxes as indicated on the walk through for substantial completion punch list. The valve box lids shall be placed faced up adjacent to the valve box prior to beginning the final walk through. c. The final walk through will be divided into (2) two sections and proceed as follows: 1. Visual Walk Through: This will consist of walking through the punch list items created at the time of the walk through for substantial completion, examining all components of the system without turning on zones. Any remaining deficiencies in the construction and workmanship of the irrigation system as compared to the punch list generated at the time of the walk through for substantial completion, construction drawings, details and specifications will be noted. 2. Operational Walk Through: This will consist of walking through the punch list items created at the time of the walk through for substantial completion and observing each zone in a fully operable condition. Valves must be activated from the automatic controller unit (Manual bleeding of individual electric control valves will not be acceptable). Any remaining deficiencies in the operation of each zone in the irrigation system including but not limited to head spacing, row spacing, nozzle sizing, correct radius of throw, correct stationing as compared to the punch list generated at the time of the walk through for substantial completion construction drawings, details, and specifications. 3. Once the Final Walk Through is completed and all items created on the final punch list have been addressed the maintenance period may begin. Any additional walk-throughs required due to contractors' inability to address all issues on the punch lists described above will be provided at the contractor's expense. APPR, DATE COUNTY p��'APuc IT 3.21 MAINTENANCE PERIOD A. The Maintenance Period shall be for ninety (90) days after notification from the architect of a successful final walk through and will begin once all items on the final walk through punch list have been satisfactorily addressed by a written statement indicating such from the architect to the owner. 1. The contractor is responsible for obtaining and following any maintenance manuals created specifically for the project from the owner at the beginning of the maintenance period. 2. At the end of the maintenance period and prior to turning the project over to the owner, the contractor shall deliver the following to the owner: a. Five (5) pop-up spray heads with nozzles of each type used, for every 100 pop-up spray heads installed on the project. b. Five (5) rotor heads with nozzles of each type used, for every 100 rotors installed on the project. 3. Once the contractor has fulfilled all maintenance agreement obligations an has provided the above items to the owner, the maintenance period will end see section 320533 Landscape Maintenance, for maintenance responsibilities. END OF SECTION A L B E R T A. ENGINEERING CONSULTANTS 3788 McCRAY STREET omm RIVERSIDE CA. 92506 PH. (951) 686-1070 A S S 0 C IA T E S FAX (951) 788-1256 JAIME MACIAS 07-26-2016 CERT NO. 5 7 12j2017 DATE: BENCHMARK: FEL 2 Y2" BRASS DISK STAMPED RIVERSIDE COUNTY B.M. H-35-70 AT NORTHWEST CORNER CONC. SLAB 500' SLY OF INT. RAMONA BLVD AND SANDERSON AVE 40' WILY CENTERLINE ELEV. 1462.72 NAVD88 SCALE: / H: NSA V: N A GOLDEN ERA PRODUCTIONS IP160022 COUNTY OF RIVERSIDE GILMAN SPRINGS ROAD - CASTLE GILMAN SPRINGS ROAD REHABILITATION LANDSCAPE PLANS SPECIFICATIONS 6010 SHEET NO. 10 10 OF G SHTS GOLDEN ERA PRODUCTIONS 1 15-0169 1 FILE NO. BGR 150202 to 0- Q 19, W d H Z W F_ 0 Z Ci W) 0 '1w X d J J F_ RE Di Z O T_ W rn LO ob o M o I LU ) )0 j Z i0 : } J : Z :O : N Z ) W F- I Xd W ) d O Z ) 2 ) Q J 0- ) U) ) W 0 :0 .d Of : d ) W H U) ) 4t_ LL 0 ) Of J >- ) Z i O i I - Z W 5 : F- - Of . a- LANDSCAPING PART11GENERAL 1.01 SUMMARY A. The work includes all services, labor, materials, transportation and equipment necessary to perform the work indicated on the Drawings and as specified. The conditions of the Contract and Division 1 apply to this section as fully as if repeated herein. 1,03 SUBMITTALS A. Submit certificates of compliance and invoices for soil amendments, fertilizers, and plant materials, with quantities of each. B. Tree Samples: Deliver to the site, a minimum of one sample of each tree variety and size indicated, 15 gallons in size and larger, a minimum of 15 days before planting operations. At the Contractor's option and expense, he may retain the services of the Landscape Architect to review trees 15 gallon and larger tagged at the nursery or at its place of growth, or as otherwise indicated. C. Shrub and Tree Samples: Submit 3 samples of each variety and size of plant materials at the site a minimum of 15 days before planting operations. Accepted samples shall remain on the site and shall be maintained as standards of comparison for plant materials to be furnished. Samples may be incorporated into the work. D. A sample of the soil amendments and proposed mulch material(s), including manufacturer or supplier certificate or invoice, shall be delivered to the Landscape Architect within thirty-five (35) days after recording of the Contract. 1.04 GUARANTEES AND REPLACEMENTS A. Shrubs, vines and groundcovers shall be guaranteed to remain healthy and vigorously growing for a period of ninety (90) days from date of final acceptance of Maintenance Period of project. B. Trees shall be guaranteed to live in a healthy condition for a period of one (1) year from date of final acceptance of Maintenance Period of project. C. Plants found to be dead or not in a vigorous condition within the Maintenance and Guarantee Periods shall be replaced within fourteen (14) days at Contractor's expense. D. Plants used for replacement shall be the same kind and size as specified in the plant list. They shall be furnished, planted and fertilized as originally specified. The expense of all repair work on existing improvements damaged during replacement shall be borne by the Contractor. 1.05 QUALITY ASSURANCE A. Reviews herein specified shall be made by the Landscape Architect or Landscape Inspector. The Contractor shall request review in writing a minimum of 48 hours in advance, for the following parts of work: 1. Pre -job meeting to introduce Landscape Architect, Landscape Inspector, Contractor, job project manager and job superintendent and to discuss the particular requirements of the job. 2. Incorporation of soil conditioning and fertilizing into the soil. Observation shall begin prior to amendments being rototilled into the soil. Amendment materials shall be distributed in piles around the site in quantities corresponding to the soils analysis recommendations "per 1,000 sq. ft.". Invoices showing materials and quantities purchased shall be available for review. 3. Upon completion of grading prior to planting. Review of plant materials is to cc coincide with this review. 4. When trees, shrubs and vines are spotted in place for planting, but before planting holes are excavated. 5. Upon completion of finish grades and planting. Application of pre -emergent herbicide is to coincide with this review. 6. When planting, and all other indicated and specified work, except the Maintenance Period, has been completed. Acceptance, in writing., shall establish beginning of the Maintenance Period. 7. Final review at the completion of the Maintenance Period. Contingent on acceptance, this review shall establish the beginning date for the Guarantee Period. 1.06 MAINTENANCE A. The Contractor shall continuously maintain all involved areas during the progress of the work and during the maintenance period until the final acceptance of the work. B. The Maintenance Period begins on the first day after written acceptance of planting operations is received from the Landscape Architect, and shall continue thereafter for no less than ninety (90) continuous calendar days. C. The contract completion date of the contract maintenance period will be extended, when in the opinion of the Landscape Architect, improper maintenance or possible poor or unhealthy condition of planted material or poorly established non -covering turf areas are evident at the termination of the scheduled maintenance period. The Contractor shall be responsible for all additional maintenance of the work until work is completed and acceptable. D. See Section 320533 for specific Maintenance Requirements. 1.07 GENERAL REQUIREMENTS A. The term "Planting Area" shall mean all areas to be planted with trees, shrubs, groundcovers, sod and seed. B. Actual planting shall be performed during those periods when weather and soil conditions are suitable in accordance with locally accepted horticultural practice. C. All rock and other growth or debris accumulated during the duration of the project shall be removed from the site. D. Prior to excavation for planting or placing of plant materials., locate all underground improvements, utility lines, etc, and take proper precautions to avoid damage. In the event of a conflict between such lines and plant locations, notify Landscape Architect and receive direction prior to proceeding. The Contractor assumes responsibility for making repairs for damages resulting from work as herein specified. E. Grading and soil preparation work shall be performed only during the period when beneficial and optimum results may be obtained. If the moisture content of the soil should reach such a level that working it would destroy soil structure, spreading and grading operations shall be suspended until the moisture content is increased or reduced to acceptable levels and the desired results are likely to be obtained. ) W CIW Z (9 A L B E R T A. ENGINEERING CONSULTANTS ;., H : I O RIVERSIDE I N N I 686-1070 Z ry Do i o n I o Z I tai E Z O W Q. H- I I M < )- 0#1 I o 17 (D aV I J X V : LU ) )0 j Z i0 : } J : Z :O : N Z ) W F- I Xd W ) d O Z ) 2 ) Q J 0- ) U) ) W 0 :0 .d Of : d ) W H U) ) 4t_ LL 0 ) Of J >- ) Z i O i I - Z W 5 : F- - Of . a- LANDSCAPING PART11GENERAL 1.01 SUMMARY A. The work includes all services, labor, materials, transportation and equipment necessary to perform the work indicated on the Drawings and as specified. The conditions of the Contract and Division 1 apply to this section as fully as if repeated herein. 1,03 SUBMITTALS A. Submit certificates of compliance and invoices for soil amendments, fertilizers, and plant materials, with quantities of each. B. Tree Samples: Deliver to the site, a minimum of one sample of each tree variety and size indicated, 15 gallons in size and larger, a minimum of 15 days before planting operations. At the Contractor's option and expense, he may retain the services of the Landscape Architect to review trees 15 gallon and larger tagged at the nursery or at its place of growth, or as otherwise indicated. C. Shrub and Tree Samples: Submit 3 samples of each variety and size of plant materials at the site a minimum of 15 days before planting operations. Accepted samples shall remain on the site and shall be maintained as standards of comparison for plant materials to be furnished. Samples may be incorporated into the work. D. A sample of the soil amendments and proposed mulch material(s), including manufacturer or supplier certificate or invoice, shall be delivered to the Landscape Architect within thirty-five (35) days after recording of the Contract. 1.04 GUARANTEES AND REPLACEMENTS A. Shrubs, vines and groundcovers shall be guaranteed to remain healthy and vigorously growing for a period of ninety (90) days from date of final acceptance of Maintenance Period of project. B. Trees shall be guaranteed to live in a healthy condition for a period of one (1) year from date of final acceptance of Maintenance Period of project. C. Plants found to be dead or not in a vigorous condition within the Maintenance and Guarantee Periods shall be replaced within fourteen (14) days at Contractor's expense. D. Plants used for replacement shall be the same kind and size as specified in the plant list. They shall be furnished, planted and fertilized as originally specified. The expense of all repair work on existing improvements damaged during replacement shall be borne by the Contractor. 1.05 QUALITY ASSURANCE A. Reviews herein specified shall be made by the Landscape Architect or Landscape Inspector. The Contractor shall request review in writing a minimum of 48 hours in advance, for the following parts of work: 1. Pre -job meeting to introduce Landscape Architect, Landscape Inspector, Contractor, job project manager and job superintendent and to discuss the particular requirements of the job. 2. Incorporation of soil conditioning and fertilizing into the soil. Observation shall begin prior to amendments being rototilled into the soil. Amendment materials shall be distributed in piles around the site in quantities corresponding to the soils analysis recommendations "per 1,000 sq. ft.". Invoices showing materials and quantities purchased shall be available for review. 3. Upon completion of grading prior to planting. Review of plant materials is to cc coincide with this review. 4. When trees, shrubs and vines are spotted in place for planting, but before planting holes are excavated. 5. Upon completion of finish grades and planting. Application of pre -emergent herbicide is to coincide with this review. 6. When planting, and all other indicated and specified work, except the Maintenance Period, has been completed. Acceptance, in writing., shall establish beginning of the Maintenance Period. 7. Final review at the completion of the Maintenance Period. Contingent on acceptance, this review shall establish the beginning date for the Guarantee Period. 1.06 MAINTENANCE A. The Contractor shall continuously maintain all involved areas during the progress of the work and during the maintenance period until the final acceptance of the work. B. The Maintenance Period begins on the first day after written acceptance of planting operations is received from the Landscape Architect, and shall continue thereafter for no less than ninety (90) continuous calendar days. C. The contract completion date of the contract maintenance period will be extended, when in the opinion of the Landscape Architect, improper maintenance or possible poor or unhealthy condition of planted material or poorly established non -covering turf areas are evident at the termination of the scheduled maintenance period. The Contractor shall be responsible for all additional maintenance of the work until work is completed and acceptable. D. See Section 320533 for specific Maintenance Requirements. 1.07 GENERAL REQUIREMENTS A. The term "Planting Area" shall mean all areas to be planted with trees, shrubs, groundcovers, sod and seed. B. Actual planting shall be performed during those periods when weather and soil conditions are suitable in accordance with locally accepted horticultural practice. C. All rock and other growth or debris accumulated during the duration of the project shall be removed from the site. D. Prior to excavation for planting or placing of plant materials., locate all underground improvements, utility lines, etc, and take proper precautions to avoid damage. In the event of a conflict between such lines and plant locations, notify Landscape Architect and receive direction prior to proceeding. The Contractor assumes responsibility for making repairs for damages resulting from work as herein specified. E. Grading and soil preparation work shall be performed only during the period when beneficial and optimum results may be obtained. If the moisture content of the soil should reach such a level that working it would destroy soil structure, spreading and grading operations shall be suspended until the moisture content is increased or reduced to acceptable levels and the desired results are likely to be obtained. ) W PREPARED BY: )0 A L B E R T A. ENGINEERING CONSULTANTS ;., 3788 McCRAY STREET 0`, O RIVERSIDE CA. 92506 4: _ 686-1070 *A S S 0 C I A T < 788-1256 ill MACIAS 07-26-2016 ) I,- CERT NO.58 E 2/2017 DATE: _ N ) U) )Z _ d ' ' of _ -_ t, A W aF. G7E ^AY F r.;KE 1 tD L I D- )F- 0!� REL = 860,- 00 227 _ _ X I - r.CE 9 : 0- � ,k, - __ vc All F. Scaled a dimensions are e aPProximate. Before proceeding with work carefully check and verify dimensions and immediately inform the Landscape Architect of discrepancies between the drawings and specifications and actual conditions. G, Quantities for plant materials are shown for convenience only, and not guaranteed. Check and verify count and supply sufficient number to fulfill intent of drawings. H. Adequately stake, barricade, and protect irrigation equipment, manholes, utility lines. and other existing during all phases of the soil amending and grading operations. I. Rejection and Substitution: Plants not conforming to the requirements herein specified shall be considered defective, and such plants, whether in place or not: shall be marked as rejected and be immediately removed from the site of the work and replaced with acceptable plant materials. The plant materials shall meet all applicable inspections required by law. Plants shall be of the species, variety, size, age, flower color and condition as specified herein and/or as indicated on the drawings. Under no condition will there be any substitution of plant species, variety, or reduced sizes for those listed on the accompanying drawings, except with the expressed written consent of the Landscape Architect. J. All utilitieswater and electricity) y) used during the installation and maintenance of the landscaping and irrigation systems for this project shall be paid for by the Owner. 1,08 FINAL SOIL AMENDMENT QUANTITIES A. Upon completion of all backfill and/or rough grading of planted areas, a minimum of six (6) representative samples of existing soil found in the planting areas shall be taken by the Contractor and at his/her expense sent to an independent soil testing laboratory for an agricultural suitability analysis and recommendations for quantity and application rate of amendments and include any corrective measures required to adjust pH or salt to acceptable levels. These recommendations shall then be compared with those listed in Paragraphs 2.02 and 3.01 and the contract modified accordingly. 1,09 SOIL PREPARATION CONFORMANCE A. Amendment materials shall be distributed ut d In Iles around the site in quantities P corresponding to the soils analysis "per 1,000 sq, ft." recommendations. Invoices showing materials and quantities purchased shall be available for review. The Landscape Architect will compare the distribution piles and total quantities of each material furnished against the soils analysis recommendations. If the minimum rates of application have not been met, the Landscape Architect will require the distribution of additional quantities of these materials to fulfill the minimum application requirements specified. After approval by the Landscape Architect of the distribution and quantities of soil amendments, the Contractor will then commence with soil conditioning operations per section 3.01. 1.10 PLANT MATERIAL QUALITY CONFORMANCE A. After installation of plant materials, and coinciding with the pre -maintenance observation, the Landscape Architect, with the heretofore specified signed copies of the required certificates, trip slips and invoices for the plant materials and related items, will inventory such material, comparing the total area and/or the amounts specified, If the minimum amounts have not been furnished, the Landscape Architect may require the installation of additional materials to fulfill the minimum requirements specified or require that the Contractor provide credit(s) to the Owner. PART 21 PRODUCTS 2,01 SOIL AMENDMENT AND FERTILIZER A. Provide singly or in combination as required to meet specified requirements for topsoil. Soil conditioners shall be nontoxic to plants. 1. Composted Derivatives: Ground bark, nitrolized sawdust, humus, or other wood green waste material free of stones sticks, and soil stabilized with nitrogen and having the following properties: 2. Particle size: Minimum percent by weight passing: a. No. 4 mesh screen 95 b. No. 8 mesh screen 80 3.Nitrogen Content: Minimim percent based on dry weight: a. Fir Saw dust 0.7 b. Fir or Pine Bark 1.0 B. Gypsum shall be a commercially processed and packaged gypsum (CaSo, 2H 0) with minimum 80% grade containing 14% minimum combined sulfur. C. Iron Sulphate: Ferric or ferrous sulphate in pelleted or granular form containing not less then 18 percent metallic iron. Material shall conform to the Agricultural Code of the State of California. D. Pre -plant fertilizer for incorporation with rototilling or plant pit backfill mix shall be of a uniform 'beaded' homogeneous granular composition suitable for application with approved equipment and shall contain the following minimum available percentages by weight of plant food: Nitrogen 5% minimum Phosphoric acid 3% minimum Potash 1% minimum Iron 1% Manganese '05% /° Zinc .05% Humic Acids (derived from compost) 15% Soil Penetrant (alkyl naphthalene sodium sulfonate) 15% E. Post -planting Fertilizer for Maintenance Period Fertilization: Organic base.. long lasting, nonburning, controlled slow release, free flowing, uniform in composition, suitable for application with approved equipment, and shall contain the following minimum available percentages of weight of plant food : Nitrogen 12% minimum Phosphoric acid 8% minimum Potash 8% minimum Sulphur 7% Iron 2% Manganese .05% Zinc 05% Humic Acids (derived from compost) 5% P. x, A/ � iT . _ .vUA .. . �-1 , _ NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. MARK BY DATE ENGINEER WARNING: Some fertilizers contain chelated iron which has caused staining of concrete surfaces in other projects. Contractor shall be responsible for removing all iron stains from concrete by sandblasting, or as directed by architect, at no additional cost to the Owner. F. Planting Tablets: Tightly compressed chip type commercial grade planting tablets of varying weighted sizes with the following available percentages by weight of plant food: Nitrogen 20% minimum Phosphoric acid 10%minimum Potash 5% minimum G. Post -planting Fertilizer for Palms: Organic base, long lasting, nonburning, controlled slow release, free flowing, uniform in composition, suitable for application with approved equipment, and shall contain the following minimum available percentages of weight of plant food : Nitrogen 3% minimum Phosphoric acid 1% minimum Potash 3% minimum A micro -nutrient foliar spray for palm fronds is recommended to avoid micro -nutrient deficiencies. 2.02 PLANTING BACKFILL A. Planting backfill shall be a thoroughly blended mixture of topsoil amendments at the following mixture: Soil Conditioner Ipart Stock -piled on site soil 3 parts Iron sulphate 2 lbs/per cu. yd. of mix Gypsum 10 lbs/per cu. yd. of mix Pre -plant fertilizer 4 lbs/per cu. yd. of mix Soil to be used as planting medium for the project shall be fertile, well -drained, of uniform quality, free of stones over 1 inch diameter, sticks oils chemicals, q Y, > concrete and other deleterious materials. On-site soil may P be stockpiled for re -use provided it meets all requirements. S. PlantingBackfill for Date Palms: Pure. washed plaster sand only. Do not P Y incorporate fertilizer into backfll mix. Apply post -planting fertilizer only. 2,03 PLANT MATERIALS A. Nomenclature: The scientific and common names of plants herein specified conform with thea roved names given in "Sunset Western Garden Book" published b PP 9 P Y Lane Publishing Company, Menlo Park, California.. latest edition. See list of plant material on drawings. B. Quality and size of all plants shall be No. 1, of Pinto Tag stock. They shall be vigorous, of normal growth, free from disease, insects, insect eggs, and/or exceed the measurements specified or the American standards for nursery stock. Pinto Tags shall be submitted to the landscape architect. C. Container stock (1 gal., 5 gal., and 15 gal.) shall have grown in containers for at least six months, but not over two years. No container plants that have cracked or broken balls of earth, when taken from the container, shall be planted, except upon special approval, No trees with damaged roots or broken balls shall be planted and no shrubs, vines or groundcovers shall be planted that are "pot- bound" or that have damaged roots. D. Pruning shall not be done, prior to delivery, except by written approval. E. Observation of Plant Materials, required by County authorities.. shall be a responsibility of the contractor, and where necessary, the contractor shall have secured permits or certificates prior to delivery of plants to site. F. Plants shall be subject to observation and approval or rejection, at the project site at any time before or during progress of work, for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the project site immediately. G. Substitutions will not be permitted except that if proof is submitted that any plant specified is not obtainable, a proposal will be considered for use of the nearest equivalent size, variety and cost. H. Quantities shall be furnished as needed to complete work as shown on drawings. I. The landscape architect reserves the right to observe root condition of any species, particularly those grown from seed, and if found defective, to reject the plants represented by the defective sample. J. Identify plant species or varieties correctly on legible, weather-proof labels attached securely at the job site. There shall be a minimum of one labeled plant for each 5 plants in a lot. K. Groundcover plants shall be healthy vigorous rooted cuttings grown in flats until transplanting. 2.04 HERBICIDE A. Weed Contact Spray, post emergent, systemic product with no soil residual activity formulated as a water soluble liquid containing 50% glyphosate and 14.5% surfactant with surflan additive. 2.05 RODENT REPELLENT A. Rodent Repellent: Repellent X or approved equal. 2.06 HYDROSEED A. See drawings for hydroseed schedules. 2.07 MULCHING MATERIAL A. Mulching material shall be 3/8" - 1/2" dia. screened fir bark or approved equal, approved in writing, by the landscape architect. 2.08 STAKING MATERIAL FOR TREES A. Double Staking (Triple Staking for High Wind Areas) for Trees from up to 36" Box Size: 1. Stakes shall be of lodgepole pine. These shall be straight shafts, shaved and cut clean and bare of branches and stubs, of uniform thickness with a minimum diameter of 2 inches (3 inches in high wind exposure areas), free of loose knots, splits or bends. Stakes shall be no less than eight (8) feet in length. REVISIONS B. Tree Tie Materials shall be one of the following: 9 1. Hose wires used for stabilizing trees with stakes, shall be 12 gauge galvanized wire with ultra -violet resistant precut hoses to 10 92" and wire precut to 27" or 36" the length necessary per details. 2. Twist Braces shall be used in areas with high wind exposure, utilizing twist brace stability bars with the following criteria: 4'/d' loop diameter by 24" length for 24" box trees 4'/d' loop diameter by 36" length for 36" box trees 2,09 GUYING MATERIALS FOR TREES 48" BOX SIZE AND LARGER A. Guy wires shall be of pliable, zinc -coated steel of No. 12 gauge. B. Anchors (deadman) for holding guy wires shall be of 4 inch by 4 inch (4" x 4") solid lumber, V-6" in length, or "duckbill" style anchor materials as shown on the details on the drawings. C. Hose for covering wire shall be of 2 -ply reinforced rubber, used or new, garden hose type of at least 1/2 inch in diameter. D. Warning indicators, to be attached to guys, shall be of 1/2" PVC pipe and four feet long. E. Tree ties shall be as stated in section 2.08 above. 2.10 TRIM GUARDS FOR TREES A. Trim Guards shall be made from quality polyethylene with ultra violet inhibitors and ratcheting latching device. 2.11 ROOT BARRIERS FOR TREES A. #UB -24-2 root barriers as manufactured by Deep Root Corp. or approved equal. PART 31 EXECUTION 3.01 LEACHING, SOIL CONDITIONING, ROTOTILLING AND FERTILIZING A. Deep Water Leaching: 1. After complete installation and testing of the irrigation system, all areas P 9 9 Y shall be deep water leached and compacted and settled by continuous application of irrigation water until the soil has received a minimum of 12" of water. 2. After leaching operation, soil samples shall be taken by contractor per landscape architect's direction and given to the Owner's soil laboratory P 9 for testing. Soil test shall meet the following requirements: ECe - Maximum 3.0 pH - Maximum 7.50 - Minimum 6.00 3. Deep water leaching shall be done prior to the application of the commercial fertilizer. 4. Care shall be taken that the rate of application of water does not cause erosion or sluffing of soils. Do not undertake leaching operations in expansive soils. 5. All depressions, voids, erosion scars and settled trenches generated by the deep watering shall be filled with conditioned topsoil and brought to finish grade prior to digging planting pits. B. After leaching operations and after the areas have been graded, follow the Soil Preparation Conformance procedures per section 1.09. After approval by the Landscape Architect of the requirements in section 1.09, the soil conditioning and amendment materials shall be evenly spread over all planting areas and shall be thoroughly scarified to an average depth of six (6) inches by rototilling a minimum of two (2) alternating passes: The following materials and quantities are to be used as a basis for bidding, and may be modified based on soil analysis results. Soil conditioner: 4 cu. yd. per 1,000 sq. ft. Soil sulphur: 20 lbs/per 1,000 sq. ft. Iron sulphate: 20 lbs/per 1,000 sq. ft. Gypsum: 100 lbs/per 1,000 sq. ft. Pre -plant fertilizer: 20 lbs/per 1,000 sq. ft. 1. Fertilizer shall be incorporated into the top six (6) inches of finish grade. Fertilizer shall be applied after leaching operation. 2. The thoroughness and completeness of the rototilling and incorporation of the soil conditioners/amendments shall be accepted by the landscape architect in writing, prior to digging planting pits. For slopes 2:1 and steeper, or as per the drawings, omit soil conditioner application and rototilling. 3.02 FINISH GRADING A. Finishrades shall be as indicated on landscape and civil drawings. Contractor 9 P 9 shall notify landscape architect for a decision should any discrepancies exist between thge drawings and the site conditions. B. Finish grades shall be measured as the final water compacted and settled surface grades and shall be within + 0.1 foot of the spot elevations and grade lines indicated. Grades adjacent to hardscape shall be within +/- .01 feet of the grades indicated on the C. Molding and rounding of the grades shall be provided at all changes in slope. 9 9 9 P 9 P D. All undulations and irregularities in the planting surfaces resulting from tillage, rototilling and all other operations shall be leveled and floated out before planting operations are initiated. E. Take every precaution P 9 recaution to protect and avoid damage to erosion control materials sprinkler heads irrigation lines, and other underground utilities during radio and P 9 9 99 9 conditioning operations. F. Final finish grades shall insure positive drainage of the site with all surface drainage away from buildings, walls, and toward roadways, drains and catch basins. G. Final grades shall be accepted by the landscape architect/Owner's representative in writing on company letterhead prior to digging planting pits and/or before planting operations will be allowed to begin H. Planting surfaces shall be graded with no less than 2 percent surface slope for positive drainage. tOSC0_f: APPR DATE COUNTY OF CAL 3.03 PLANTING A. The layout of locations for plants and outlines of groundcover beds to be planted shall be accepted by the landscape architect in writing prior to digging plant pits for planting. All such locations shall be checked by the contractor for possible interference with existing underground piping prior to excavation of holes. If underground construction or utility lines are encountered in the excavation of planting areas, other locations for the planting may be selected by the landscape architect at no additional cost to the owner. Damage to existing utilities shall be the responsibility of the contractor. B. Planting Trees, Shrubs and Vines: 1. All excavated holes shall have vertical sides with roughened surfaces and shall be of the minimum sizes indicated on drawings. Holes shall be, in all cases, large enough to permit handling and planting without injury or breakage of root balls or roots. 2. Excavation shall include the stripping and stacking of all acceptable soil encountered within the areas to be excavated for plant pits and planting beds. Protect all areas that are to be trucked over and upon which soil is to be temporarily stacked pending its re -use for the filling of holes.. pits and beds. 3. Excess soil, generated from the planting holes shall be spread evenly on the site within the tolerances indicated in section 3.02, or as directed by the landscape architect. 4. The plants shall be planted at approved locations with the heretofore specified plant pit fertilizer and soil planting backfill. Place plant pit fertilizer after two thirds of backfill material is installed at the rates specified by the manufacturer and soils report. 5. The plants shall be placed in the planting pits, which have been hand - tamped, and water settled to the rootball base levels prior to the placement of the plants. After setting the plants, the remaining backfill material shall be carefully tamped and settled around each rootball to fill all voids. 6. Each tree and shrub shall be placed in the center of the hole and shall be set plumb and held rigidly in position until the planting backfill has been tamped around each rootball. 7. All plants shall be set at such a level that after settling they bear the same relationship to the surrounding finish grade as they bore to the soil line grade in the container, unless otherwise noted. 8. No plant will be accepted if the rootball is broken or cracked, either before, during, or after the process of installation. 9. Plants shall be thoroughly watered into the full depth of each planting hole immediately after planting. 10. Install shrubs and vines as shown on the drawings. 11. For 1 gallon trees, utilize pre-installed nursery stakes if stakes are in good condition as described above. Broken, cracked and/or unsecured nursery stakes will not be allowed. If new stakes are required, install stakes with materials as specified as shown on the drawings. 12. For trees up to 36" Box size, install tree stakes with materials specified and as shown on the drawings. The stakes shall be driven in plumb and secure. Special care shall be taken that the driving in of the stake does not damage the tree roots or rootball. Tree ties shall be fastened to each stake by tacking the wire tie to the stake. Protective hoses shall be in contact with all tree trunk or branch areas per the details on the drawings. 13. For trees 48" Box size and greater guy all trees with the materials specified and as shown on the drawings. 14. The staking and guying shall be accomplished in such a manner as to insure the proper and healthy growth and the safety of the plants, property, and the public. 15. The contractor shall be responsible for all surface and subsurface drainage required which may affect his guarantee of the trees, shrubs, and vines. 16. Pruning after planting shall be required on all trees, shrubs, and vines when necessary to provide the specified or approved standard shapes, form and/or sizes characteristic to each plant. Pruning may Include thinning, and/or cutting and shall be under the direction of the landscape architect or certified arborist. 17. Install tree guards on all trees within turf areas. C. Planting Groundcovers: 1. Groundcovers shall be planted in the areas indicated on the drawings. The groundcover plants shall be rooted cuttings grown in flats and shall remain in those flats unfit transplanting. 2. All groundcover plants shall be planted with soil around roots in staggered row, evenly spaced at the intervals called out on the drawings. 3. The groundcover plants shall be planted sufficiently deep to cover all roots. 4. The groundcover planting area shall be hand smoothed after planting to provide an even, smooth final finish grade. 3.04 HYDROSEEDING A. Hydroseeding shall be applied in the areas indicated on the drawings in accordance with the mix specified on the drawings. B. H droseedin9 Equipment: H draulic equipment used for the application of fertilizer, seed, and slurry of prepared wood pulp or fiber with tackifiers as specified on the drawings. This equipment shall have a built-in agitation system with an operating capacity sufficient to agitate, suspend, and homogeneously mix a slurry containing 1,200 pounds of mulch and seed. The slurry distribution lines shall be large enough to prevent stoppage and shall provide even distribution of the slurry. The slurry tank shall have a minimum capacity of 1,350 gallons and shall be mounted on a traveling unit, which will place the slurry tank and spray nozzles within sufficient proximity to the areas to be sprayed so as to provide uniform distribution without waste. C. Application Method: Using the wood pulp as a guide, spray the soil with a uniform PP 9 P P 9 � p Y visible coat of slurry. The slurry shall be applied in a sweeping motion, in an arched stream, so as to fall like rain allowing the wood fibers and tackifiers to build upon each other, until a complete, even coverage coat is achieved. D. Hydroseeded areas shall be kept moist at all times 20-24 days after planting or until the new growth of the plants are sufficiently well established. E. Hydroseeded areas shall be protected against foot traffic and other use immediately after hydroseeding is completed by placing warning signs and temporary twine and flagging around the areas. F. Re-hydroseeding of bare areas shall be done 30 days after initial application at no additional cost to the owner. BENCHMARK: FEL 2 Y2" BRASS DISK STAMPED RIVERSIDE COUNTY B.M. H-35-70 AT NORTHWEST CORNER CONC. SLAB 500' SLY OF INT. RAMONA BLVD AND SANDERSON AVE 40' WILY CENTERLINE ELEV. 1462.72 NAVD88 SCALE: N/A H: NSA V: 3.05 HERBICIDE APPLICATION A. Herbicide or pesticide applications shall be performed only by personnel licensed for such work by the State of California. 3,06 RODENTREPELLENT A. Once plants have been planted and watered in, apply rodent repellent for plants Indicated on plant legends on the drawings around the entire perimeter of the planting area at application rates and with methods as specified by the manufacturer. 3.07 MULCHING A. Landscape areas other than those hydroseeded or planted with turf shall be covered with the specified mulching material to the minimum depth indicated on the drawings. 3.08 CLEAN-UP A. As the project progresses on a daily basis, the contractor shall maintain all areas in a neat manner and remove unsightly debris as necessary, remove all debris and containers used in accomplishing work and sweep and clean all sidewalks, asphalt, and concrete areas adjacent to plantings. 3.09 SITE OBSERVATION & WALK-THROUGHS FOR SUBSTANTIAL COMPLETION A. General Observation: The landscape architect will visit the construction site at interim times during the construction process to access construction progress regarding installation of landscape material to be in compliance with the drawings, details, specifications and site conditions. The landscape architect will prepare a site report after each visit noting progress of installation, verbal communication with the contractor and identifying any field adjustments necessary that require modifications to the designed landscape A copy of this site report will be delivered to both the owner and the contractor. The contractor is responsible to immediately address each item on the site report before proceeding with further construction. B. Walk Through For Substantial Completion (Punch List #1): 1. Before requesting a walk through for substantial completion the following q 9 9 p 9 requirements must be entirely satisfied: a. The entire planting area Is completely installed, and when letters of acceptance as described above have been obtained from the landscape architect and/or owner's representative. If the contractor failed to notify the landscape architect for any of the above Items as listed above than the contractor assumes full responsibility for P ty` any design modifications directed by the landscape architect during the walk through for substantial completion any of these issues at no additional cost to the owner. b. All invoices, pinto tags and receipts have been delivered to the landscape architect and/or owner's representative. 2. Once the above requirements have been met a walk through for substantial completion may be requested. The following procedures will be used during the walk through: a. Contractor must have (2) two personnel available with radio communication for the entire length of the walk through, b. A visual walk through of the entire site will take place consisting of an examination of planting areas as compared to the drawings, and Installation procedures as shown on the details and specifications. A punch list will be established of deficiencies in the construction and workmanship of the landscaped area as compared to the construction drawings, details, and specifications. 3. Once the Walk Through for Substantial Completion has been completed the landscape architect will provide a copy of all punch list items to the owner for review and distribution to the contractor. It is the contractor's responsibility to repair, replace, and adjust all items on the punch prior to requesting a final walk through. C. Final Walk Through: 1. Before commencement of a final walk through is requested, each item on the walk through for substantial completion (punch list #1) must be thoroughly satisfied, addressed, and resolved by the contractor. 2. Once the above requirement has been met a final walk through may be requested. The following procedures will be used: a. Contractor must have (2) two personnel available with radio communication for the entire length of the walk through. b. Unless new issues arise between walk throughs, only those items as indicated on the walk through for substantial completion punch list will be addressed. This visual walk through will consist of walking through the punch list Items created at the time of the walk through for substantial completion, and examining outstanding items. Any remaining deficiencies in the construction and workmanship of the landscape as compared to the punch list generated at the time of the walk through for substantial completion, construction drawings, details and specifications will be noted. 3. Once the Final Walk Through is completed and all items created on the final punch list have been addressed the Maintenance Period may An P Y g begin. Y additional walk throughs required due to contractors' inability to address all issues on the punch lists described above will be provided at the contractor's expense. 3.10 MAINTENANCE PERIOD A. The Maintenance Period shall last for ninety (90) days after notification from the landscape architect of a successful final walk through and will begin once all items on the final walk through punch list have been satisfactorily addressed by a written statement indicating such from the landscape architect to the owner. 1. The contractor is responsible for obtaining and following any maintenance manuals created specifically for the project from the owner at P Y pl the beginning of the maintenance period. 2. Once the contractor has fulfilled all maintenance agreement obligations the maintenance period will end see section 320533 Landscape Maintenance, for maintenance responsibilities. END OF SECTION GOLDEN ERA PRODUCTIONS IP160022 PP2601( COUNTY OF RIVERS/DE GILMAN SPRINGS ROAD - CASTLE GILMAN SPRINGS ROAD REHABILITATION LANDSCAPE PLANS SPrCIFICATIONS FOR: W.O. COUNTY L-11 11 OFi 2 S HTS GOLDEN ERA PRODUCTIONS 1 15-0169 1 FILE NO. BGR 1202 %3w PREPARED BY: A L B E R T A. ENGINEERING CONSULTANTS ;., 3788 McCRAY STREET 0`, Emn RIVERSIDE CA. 92506 4: PH. (951) 686-1070 *A S S 0 C I A T E S FAX (951) 788-1256 ill MACIAS 07-26-2016 CERT NO.58 E 2/2017 DATE: BENCHMARK: FEL 2 Y2" BRASS DISK STAMPED RIVERSIDE COUNTY B.M. H-35-70 AT NORTHWEST CORNER CONC. SLAB 500' SLY OF INT. RAMONA BLVD AND SANDERSON AVE 40' WILY CENTERLINE ELEV. 1462.72 NAVD88 SCALE: N/A H: NSA V: 3.05 HERBICIDE APPLICATION A. Herbicide or pesticide applications shall be performed only by personnel licensed for such work by the State of California. 3,06 RODENTREPELLENT A. Once plants have been planted and watered in, apply rodent repellent for plants Indicated on plant legends on the drawings around the entire perimeter of the planting area at application rates and with methods as specified by the manufacturer. 3.07 MULCHING A. Landscape areas other than those hydroseeded or planted with turf shall be covered with the specified mulching material to the minimum depth indicated on the drawings. 3.08 CLEAN-UP A. As the project progresses on a daily basis, the contractor shall maintain all areas in a neat manner and remove unsightly debris as necessary, remove all debris and containers used in accomplishing work and sweep and clean all sidewalks, asphalt, and concrete areas adjacent to plantings. 3.09 SITE OBSERVATION & WALK-THROUGHS FOR SUBSTANTIAL COMPLETION A. General Observation: The landscape architect will visit the construction site at interim times during the construction process to access construction progress regarding installation of landscape material to be in compliance with the drawings, details, specifications and site conditions. The landscape architect will prepare a site report after each visit noting progress of installation, verbal communication with the contractor and identifying any field adjustments necessary that require modifications to the designed landscape A copy of this site report will be delivered to both the owner and the contractor. The contractor is responsible to immediately address each item on the site report before proceeding with further construction. B. Walk Through For Substantial Completion (Punch List #1): 1. Before requesting a walk through for substantial completion the following q 9 9 p 9 requirements must be entirely satisfied: a. The entire planting area Is completely installed, and when letters of acceptance as described above have been obtained from the landscape architect and/or owner's representative. If the contractor failed to notify the landscape architect for any of the above Items as listed above than the contractor assumes full responsibility for P ty` any design modifications directed by the landscape architect during the walk through for substantial completion any of these issues at no additional cost to the owner. b. All invoices, pinto tags and receipts have been delivered to the landscape architect and/or owner's representative. 2. Once the above requirements have been met a walk through for substantial completion may be requested. The following procedures will be used during the walk through: a. Contractor must have (2) two personnel available with radio communication for the entire length of the walk through, b. A visual walk through of the entire site will take place consisting of an examination of planting areas as compared to the drawings, and Installation procedures as shown on the details and specifications. A punch list will be established of deficiencies in the construction and workmanship of the landscaped area as compared to the construction drawings, details, and specifications. 3. Once the Walk Through for Substantial Completion has been completed the landscape architect will provide a copy of all punch list items to the owner for review and distribution to the contractor. It is the contractor's responsibility to repair, replace, and adjust all items on the punch prior to requesting a final walk through. C. Final Walk Through: 1. Before commencement of a final walk through is requested, each item on the walk through for substantial completion (punch list #1) must be thoroughly satisfied, addressed, and resolved by the contractor. 2. Once the above requirement has been met a final walk through may be requested. The following procedures will be used: a. Contractor must have (2) two personnel available with radio communication for the entire length of the walk through. b. Unless new issues arise between walk throughs, only those items as indicated on the walk through for substantial completion punch list will be addressed. This visual walk through will consist of walking through the punch list Items created at the time of the walk through for substantial completion, and examining outstanding items. Any remaining deficiencies in the construction and workmanship of the landscape as compared to the punch list generated at the time of the walk through for substantial completion, construction drawings, details and specifications will be noted. 3. Once the Final Walk Through is completed and all items created on the final punch list have been addressed the Maintenance Period may An P Y g begin. Y additional walk throughs required due to contractors' inability to address all issues on the punch lists described above will be provided at the contractor's expense. 3.10 MAINTENANCE PERIOD A. The Maintenance Period shall last for ninety (90) days after notification from the landscape architect of a successful final walk through and will begin once all items on the final walk through punch list have been satisfactorily addressed by a written statement indicating such from the landscape architect to the owner. 1. The contractor is responsible for obtaining and following any maintenance manuals created specifically for the project from the owner at P Y pl the beginning of the maintenance period. 2. Once the contractor has fulfilled all maintenance agreement obligations the maintenance period will end see section 320533 Landscape Maintenance, for maintenance responsibilities. END OF SECTION GOLDEN ERA PRODUCTIONS IP160022 PP2601( COUNTY OF RIVERS/DE GILMAN SPRINGS ROAD - CASTLE GILMAN SPRINGS ROAD REHABILITATION LANDSCAPE PLANS SPrCIFICATIONS FOR: W.O. COUNTY L-11 11 OFi 2 S HTS GOLDEN ERA PRODUCTIONS 1 15-0169 1 FILE NO. BGR 1202 %3w a a. CL CL Q � LU Q Z Z W 0 LUZ CO W Z t- Q 0 U) d ly Q W Z Cl h Z F- Z O Q I°4a O 0 W LU L M w U Z J O } Q J 0 O U'S Z W U Z F- Q W O C) > O z O U Z U 0 Z W Q a. S U U) W J > U 0- rr U d Q LL 0 LU Z C� w Z N Q ® fn 0 N tL a at H U) O 0 ZH Z O a < A L B E R T A. ENGINEERING CONSULTANTS 3788 McCRAY STREET O m 1. Weed and pest control shall be performed to prevent encroachment of F J o U) W of vegetation, and prevents dominance of any one species. The contractor U W rr around trees, shrubs, flower beds, etc. Noxious weeds in landscaped and n d COUNTY d a to establish themselves and be maintained weed free. Additionally, weed n vegetation shall be removed and replaced with healthy plants of the same Q 0 Of on all paved and concreted areas. Weed control is to be performed to _ Z UJ Jdesign 'S a. Z be used. The contractor shall maintain the soil level in the plant beds, and LLI O Z hours from the project property and properly disposed of. Trees, shrubs, turf Q The contractor shall be responsible for damage caused by contractor and vegetation shall be protected from all varieties of insect and rodent W operations at no additional cost to the owner. P damage. Pesticides may be used to control g y pests. Pesticides and F_ 4. Shrubs and Vines shall be trimmed pruned, irrigated, fertilized to present a rr o = A L B E R T A. ENGINEERING CONSULTANTS 3788 McCRAY STREET W allowed to grow into flowers, shrubs or trees. Planting beds shall be 1. Weed and pest control shall be performed to prevent encroachment of F LL a LLL I O of vegetation, and prevents dominance of any one species. The contractor Z Q F- U z U around trees, shrubs, flower beds, etc. Noxious weeds in landscaped and Q o W n d COUNTY ry to establish themselves and be maintained weed free. Additionally, weed n vegetation shall be removed and replaced with healthy plants of the same control is to be performed to eliminate grass and weeds in cracks and joints Ly_ species. on all paved and concreted areas. Weed control is to be performed to d LANDSCAPE MAINTENANCE PART 11 GENERAL 1.01 SUMMARY A. The work includes all services, labor, materials, transportation and equipment necessary to perform the work indicated on the Drawings and as specified. The conditions of the Contract and Division 1 apply to this section as fully as if repeated herein. 1.03 DEFINITIONS A. Pesticide: Includes any of the following: 1. Fumigant 2. Herbicide 3, Insecticide 4. Fungicide 5. Rodent repellents. B. Planting Bed: An area comprised of trees, shrubs, flowers, and ground cover, excluding grass. 1.04 DELIVERY, STORAGE AND HANDLING OF MATERIALS FOR PERMANENTLY IRRIGATED AND TEMPORARILY IRRIGATED SLOPES AND FLAT AREAS A. Fertilizer, Gypsum, and Iron Sulphate: Deliver to the site in original containers bearing manufacturer's chemical analysis, name, trade name, or trademark, and indication of conformance to state and federal laws. Instead of containers, fertilizer, and gypsum may be furnished in bulk with a certificate indicating the above information. B. Pesticides: Deliver to the site in original containers with legible label indicating Environmental Protection Agency (EPA) registration number and manufacturer's registered uses. 1.05 STORAGE FOR PERMANENTLY IRRIGATED AND TEMPORARILY IRRIGATED SLOPES AND FLAT AREAS A. Fertilizer, Gypsum, Iron Sulphate, and Mulch: Store in dry locations away from contaminants. B. Pesticides: Do not store with other maintenance material. Store herbicides "downwind," relative to the airflow from other pesticides. 1.05 HANDLING FOR PERMANENTLY IRRIGATED AND TEMPORARILY IRRIGATED SLOPES AND FLAT AREAS A. Do not drop or dump materials from vehicles. PART 21 PRODUCTS 2.01 PH ADJUSTERS A. See Specification Section: Landscaping 2,02 SOIL CONDITIONERS A. See Specification Section: Landscaping 2.03 PLANTING BACKFILL A. See Specification Section: Landscaping 2.04 FERTILIZERS A. See Specification Section: Landscaping 2.05 WATER A. See Specification Section: Landscaping 2.06 PESTICIDES A. See Specification Section: Landscaping PART 31 EXECUTION 3.01 MAINTENANCE REQUIREMENTS DURING THE NINETY (90) DAY MAINTENANCE PERIOD A. Shrubs, and Vines: 1. The contractor is responsible for the restoration and maintenance of all vegetation included in these specifications for the duration of the maintenance period. During the first two weeks of the maintenance period, the contractor shall conduct a survey of all areas and identify by quantity, species, and location, all dead, dying, and diseased vegetation. The contractor shall be responsible for restoring dying and diseased vegetation to a healthy state in accordance with accepted Horticultural Practice and Treatment. The architect and/or owners representative will be the final authority in determining which vegetation is considered dead or irreparably damaged. Restoration and replacement of vegetation is considered routine maintenance and shall be accomplished as often as necessary during the maintenance period. Vegetation replacement shall be accomplished within 5 days after the contractor discovers or has been notified of the situation. Diseased or dead vegetation shall be removed and replaced with healthy plants of the same species. All replacement plants must be approved by the architect and/or owner's representative before planting. 2. Planting beds shall be cultivated, pruned, trimmed, weeded, irrigated, fertilized, mulched, and otherwise maintained in a manner that presents a professionally landscaped appearance at all times. Plant beds shall be kept weed o her s uirrel rabbit and est free Ground cover shall not be 5. All shrubs, vines. and other cultivated plants shall be trimmed and pruned according to their natural growth characteristics for proper health and attractive appearance. All clippings shall be removed and disposed of by the end of each day. Pruning shall be accomplished as necessary in accordance with conditions (a) through (d) specified below. Shrubs and vines shall be trimmed to shape for aesthetic appearance and health at the frequency specified in this section. a. Remove growth in front of windows, over entrance ways or walks, and any growth which will obstruct vision at street intersections. Shrubs around perimeter of buildings shall be trimmed to maintain natural growth characteristics. b. Remove dead.. damaged or diseased branches or limbs and crossing, rubbing and interfering branches. C. Evenly form and balance the shrub to natural growth characteristics Hedges are to be trimmed to maintain their natural growth characteristics and not allowed to obstruct pedestrian walkways. Shrubs shall be allowed to completely fill planter beds. Shrubs, hedges and vines shall not be trimmed into round, square and or geometric shapes. Side growth shall be allowed to grow unless growth is in front of windows, over entrance ways, streets, driveways, parking area or walks, and/or any growth which will obstruct vision at street intersections. d. Remove growth against or over structures and into any type of electrical or telephone lines (leave growth on block walls). 6. Shrubs shall be pruned to evenly form and balance plant to natural growth characteristics. Shoots; suckers, and branches of shrubs not conforming to desired shape and size shall be removed. Retain typical growth habit of individual plants with as much height and spread as is practical. Shrubs shall be allowed to completely fill planter beds. 7. Any depression or mound around the base of shrubs intended to retain water in place for proper irrigation shall be maintained in good condition to permit the most efficient application of water and reduce waste. 8. Do not fertilize native plant material as shown on the planting legend during the maintenance period. B. Trees: 1. Tree maintenance and care is considered routine on going maintenance and shall be accomplished as specified or as often as necessary during the maintenance period, Tree maintenance and care includes, staking trees, adjustment of ties and supports, removal of stakes, watering, fertilization, pest control, pruning, turf clearance, mulch clearance.. removal of broken limbs and branches.. tree removal/replacement, and fall cleanup. 2. The contractor shall maintain and/or replace tree staking and guying as necessary as specified in section 329300 Landscaping for the duration of the maintenance period. Stakes, ties and supports shall be inspected and adjusted monthly to prevent girdling and rubbing, and to promote natural development of trees. Stakes, ties.. and supports shall be removed when the tree becomes capable of supporting itself. 3. Trees shall be pruned according to their natural growth characteristics to evenly form and balance the tree and to promote proper health and growth in accordance with accepted standards and horticultural practices of the National Aboriculture Society, of the Western Chapter. All tree maintenance must be performed in compliance with ANSI 2133.1 Safety Standards. Tree pruning shall include all areas of the project.. which are permanently and/or temporarily irrigated for the duration of the maintenance period. All sucker growth shall be removed from and around the trees. All trees are to be inspected monthly to identify pruning needs. Pruning or trimming shall be accomplished at any time during the maintenance period as required in accordance with conditions (a) through (h) below: a. Remove dead, damaged or diseased wood, or structurally weak limbs that may cause a safety hazard. Remove interfering branches, crossing and rubbing branches. b. Remove branches which endanger roofs, eaves, and windows or hang within eight feet of sidewalks, parking lot driveways., and which obstruct traffic signs or streetlights. This includes removal of dead or broken branches on the ground or still hanging in the tree. C, Provide clearance for buses, moving vans and similar vehicles along streets. d. Eliminate and prevent growth into electrical or telephone transmission lines. Anticipate the effects of wind on branches, which might fall on transmission lines. Shape the entire tree rather than notch the top. e. Prevent growth of trees in front of windows, over entranceways and walkways and which will obstruct vision at street intersections. f. Remove partially attached broken limbs and branches from trees regardless of diameter or length. Provide stakes or braces as required for future protection. g. "Skirting -Up" and "pollarding" a tree is prohibited. 1. Topping of trees is prohibited. C. Weeds, Rodent and Pest Control: possession, procurement, or use of any pesticide shall be obtained and complied with at no additional expense to the owner. d� z _ Vin NOTE: _ WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A - GRADING PERMIT HAS BEEN ISSUED. - - theacttraoyantlfydihetlekgnhe�oo In@aeuerticfdisvepareiEr ansirg aha coarfy appmr� of oo�fr�on, foe prvate iandarape amoiieG shall beresponsibletordekamhgins"blesohilbil rd evahg haolansfm MARK BY DATE ERGINEER 3. All pesticides shall be procured, transported, stored, handled, and applied in strict accordance with the manufacturer's label, which shall be registered with the Environmental Protection Agency and the State of California. The contractor shall comply with the requirements of the Federal Insecticide, Fungicide.. and Rodenticide Act, 40 CFR 170-171, CCR Title 3.. and CCR Title 8. All pesticide containers shall be managed in accordance with the requirements of CCR Title 3, Section 6684 and disposed of in accordance with CCR Title 22. Each pesticide formulation shall be registered for use under the particular environmental conditions under which it was applied. The contractor shall exercise extreme care to prevent any damage or illegal contamination by pesticides to vegetation, water, fish, animals, and humans. The contractor shall be held responsible and liable for all damage, contamination, and effects resulting from contractor's pesticide use. 4 Pesticide spraying shall be performed only on still days and will be stopped when unfavorable weather or other conditions exist which would unduly increase the hazard toY ersonnel or desirable vegetation b drift runoff, or p 9 leaching through the soil. Any project property or desirable vegetation damaged by the contractor due to pesticide applications shall be repaired or replaced at no additional cost to the owner. 5. Pesticide rinse water or excess pesticides from contractor operations shall be collected by the contractor in an appropriate receptacle and disposed of at an approved disposal site: or shall be applied to a similar target area to which the original application was made and in the same manner of application if allowed by the EPA registered label. 6. Job site pesticide applications shall be made by personnel capable of identifying the pest species to be controlled, knowledgeable of control techniques, and able to apply pesticide active ingredients at prescribed dosages and rates of application, as required by the label to achieve the required control under job site conditions, without danger to people, pets or other non -target animals, plants, or property. 7. The contractor shall be responsible for having a spill kit on service vehicles and for reporting and cleaning pesticide spills as required by state laws and regulations. The contractor shall submit a written report of spills on or in project property, within 8 hours of incident to the owner on company letterhead. D. Irrigation and Irrigation System Maintenance: 1. The contractor shall plan and adjust irrigation schedules for automatic, hand or portable irrigation systems based on minimal water requirements with the following considerations: a. the precipitation rates of irrigation components b. soil water infiltration rate and holdingcapacity P Y C. exposure d. plant material e. site climate conditions f. ET (Evapotranspiration) rate g. Slope It shall be the contractor's responsibility to adjust controllers and/or hand/portable irrigation application to compensate for weekly environmental changes for the duration of the maintenance period. The contractor shall perform irrigation in a manner that promotes the health, growth, color and appearance of cultivated vegetation while preventing over watering, water run-off, erosion and ponding. 2. Irrigation includes watering of shrubs, vines, trees and plants for both permanently irrigated slopes and flat areas. Care shall be exercised by regulating the time and equipment to prevent wasting of water. Sprinkler heads shall be adjusted to prevent water spray on buildings, sidewalks, walls, monuments and adjacent hardscape. It shall be the contractor's responsibility to apply enough water to assure and maintain the health and vigor of all shrubs, trees, and planted areas. Irrigation controllers shall be programmed for no irrigation during periods of rain that exceed twelve hours of rainfall in one day or during rain storms of one day or more. Once rain has subsided controllers shall be reprogrammed for irrigation operations. Controllers shall also be checked and reset if necessary after power outages. 3. The contractor shall provide all equipment necessary to perform all irrigation operations. For temporarily irrigated slopes, flat areas and trees within future private lots that require manual irrigation, the contractor shall provide hoses and irrigation equipment to adequately irrigate this plant material for the duration of the maintenance period. In the event that an area has no water supply due to a system failure.. the contractor shall provide a supply by either hose or truck. All valves and valve box covers shall be kept closed at all times except when in actual use, 4. Irrigation equipment shall be kept clear of any obstructions including plant material. Dirt or other debris surrounding sprinkler heads, which prevents proper operation, shall be removed. The contractor shall be held responsible for any damage to project property caused by careless handling of irrigation equipment including slope failure at no additional cost to the owner. 5. The contractor is responsible for the maintenance and repair of all components of the irrigation system for the duration of the maintenance period. This includes irrigation equipment items as shown on the original inal 99 irrigation drawings. Maintenance and repairs of irrigation equipment during the maintenance period shall be done at no additional cost to the owner. Maintenance shall include but not be limited to the following: a. Repair or replace broken, missing, or inoperative pop-up spray heads and pop-up rotors. b. Repair or replace defective sprinkler head risers, rotors on risers. fittings.. swing arms and breaks in piping. Adjust and align risers. Repairs shall include all fittings as specified in the original irrigation drawings. C. Clean and adjust pop-up sprayheads, pop-up rotors, sprinkler head risers and rotors on risers and their gears and/or mechanisms, check and adjust for proper coverage. d. Remove dirt and debris from around pop-up spray heads and pop-up rotors. e. Repair or replace defective or malfunctioning control valves (Electric and/or Manual) flow sensors and master valves. Clean and service valves. The contractor shall replace any damaged or missing valve boxes or valve lids, Valve box lids shall be kept in place at all times. Barricades shall be placed over any valve boxes with missing lids until replaced. Valve boxes shall be kept level with existing grade as shown on the drawings. f. Maintain, service, repair or replace central controller systems as specified by the product manufacturer. REVISIONS g. System repairs and replacement shall be accomplished with new parts and . equipment that are identical to existing. 9 h. The contractor is responsible for required irrigation by any means during the periods of system breakdown. E. Fertilizer Application During the Maintenance Period: 1. Apply fertilizer in a manner that promotes health, growth, color and appearance of cultivated vegetation at applications rates described in sections 329300 Landscaping and 329200 Turf for the duration of the maintenance period. F. Fallen Vegetation and Debris Removal 1. The contractor shall police the entire project area including all paved areas, planters, lawn areas, sidewalks (including common area sidewalks) and trash enclosures and collect fallen leaves, branches and limbs regardless of length or diameter, dead vegetation, paper, trash, cigarette butts, garbage, rocks, and any and all other debris to prevent unsightly and inordinate accumulations during normal maintenance working hours. Sidewalks shall be swept or washed as necessary to keep free of trash and graffiti. Collected items shall be promptly removed and taken to a legal disposal site. G. Removal of Dead Animals: 1. Removal and legal disposal of animal carcasses are considered a normal maintenance task for the duration of the maintenance period. Dead carcasses shall be legally removed immediately when discovered by the contractor. H. Erosion Control: 1. The contractor is responsible for daily visual inspection of slopes and immediately reporting areas experiencing erosion to the landscape architect and/or owner's representative on the same day noticed. If the contractor fails to notify the landscape architect andlor owner's representative of areas experiencing erosion on the same day noticed, then the contractor assumes full responsibility for any erosion control measures and/or repairs as directed by the landscape architect and/or owner's representative at no additional cost to the owner. 2. Upon notification and agreement of the applicable erosion control measure by the landscape architect, the owner and the contractor, the contractor is responsible for immediately repairing and correcting any progressive rilling that may occur. 3. Erosion control measures may include but not be limited to: a. Filling or Raking C, Redirecting runoff d. Properly programming irrigation operations e. Replanting f. Providing additional erosion control materials such as: • jut matting • filter fabric • hay bales • hay rolls • silt fencing • sandbags • and/or other erosion control items as required to maintain healthy plant material and stable slopes. 4. Additional erosion control measures required due to irrigation operations programmed by the contractor that did not take into account cycle and soak functions of the controller will be installed and/or repaired as directed by the landscape architect and/or owner's representative at no additional cost to the owner. 1. Frequency of Maintenance Operations: TASK: FREQUENCY: Shrub and Vine Restoration and Replacement: As Required Weeding: Daily Pruning: As Required Tree Replacement: As Required Tree Staking: As Required Pesticide Applications: As Required Debris Removal & Disposal: As Required Irrigation System Maintenance: As Required Fertilizer Application: As Required Fallen Vegetation and Debris Removal: Twice Weekly Removal of Dead Animals: As Required Re-MUiching (Maintained at 3 Inches): As Required Erosion Control: As Required J. At the end of the ninety (90) day maintenance period, the contractor shall request a post- maintenance walk through with the landscape architect. Prior to requesting this walk through the following requirements must be entirely satisfied: 1. Any outstanding maintenance items that were previously directed to be completed by the restoration specialist. K. Pre me posliminary Post Maintenance Walk Through: Once the above requirements have been t a preliminary post maintenance walk through may be scheduled. At the preliminary t maintenance walk through, the following procedures will be used: 1. Contractor must have (2) two personnel available with radio communication for the entire length of the walk through. 2. A visual walk through of the entire landscape area will take place consisting of an examination of planting areas and noting any remaining maintenance items to be completed. 3. Once the preliminary post maintenance walk through has been completed, the landscape architect shall prepare a punch list of outstanding items to be completed and will provide a copy of this list to the owner and contractor for review and use. It is the contractor's responsibility to repair, replace, and adjust all items on the punch list prior to requesting a final post maintenance walk through. L. Final Post Maintenance Walk Through: Before commencement of a final post maintenance walk through, each item on the preliminary post maintenance walk through punch list must be thoroughly satisfied, addressed, and resolved by the contractor. Once the above requirement has been met a final post maintenance walk through may be requested. At the final post maintenance walk through, the following procedures will be used: 1. Contractor must have (2) two personnel available with radio communication for the entire length of the walk through. 2. Only those items as indicated on the preliminary post maintenance walk through punch list will be addressed. This visual walk through will consist of walking through the punch list items created at the time of the preliminary post maintenance walk through, and examining outstanding items. Any remaining deficiencies in the maintenance of the wetlands mitigation will be noted. 3. Once the final post maintenance walk through is completed and any outstanding items created on the final punch list have been addressed the maintenance period may end, Any additional walk throughs required due to contractors' inability to address all issues on the punch lists described above will be provided at the contractor's expense. END OF SECTION .9P q P A L B E R T A. ENGINEERING CONSULTANTS 3788 McCRAY STREET W allowed to grow into flowers, shrubs or trees. Planting beds shall be 1. Weed and pest control shall be performed to prevent encroachment of F maintained in a manner that provides balance between the various types undesirable vegetation and noxious weeds, and infestation of pest (rodent, U) ILL of vegetation, and prevents dominance of any one species. The contractor insect and fungus) into established landscapes.. including lawns and shall provide and maintain a minimum of three-inch layer of mulch in all around trees, shrubs, flower beds, etc. Noxious weeds in landscaped and O planting beds with a slope gradient of 3:1 or less. The contractor shall natural growth areas, plant beds and landscaped areas shall not be allowed COUNTY provide for the special needs of various species. Diseased or dead to establish themselves and be maintained weed free. Additionally, weed O vegetation shall be removed and replaced with healthy plants of the same control is to be performed to eliminate grass and weeds in cracks and joints Ly_ species. on all paved and concreted areas. Weed control is to be performed to 3. The contractor shall not use steel bow type rakes or equipment of similar prevent the encroachment of vegetation into perimeter fences and fire Jdesign to clean plant beds. Lightweight fan rakes or vacuum equipment may breaks. Rodent control shall be performed as required to maintain healthy be used. The contractor shall maintain the soil level in the plant beds, and vigorous plant growth. Live or dead rodents shall be removed within 24 O ensure all surface root systems and irrigation piping are covered as required, hours from the project property and properly disposed of. Trees, shrubs, turf I-- Z The contractor shall be responsible for damage caused by contractor and vegetation shall be protected from all varieties of insect and rodent W operations at no additional cost to the owner. P damage. Pesticides may be used to control g y pests. Pesticides and 4. Shrubs and Vines shall be trimmed pruned, irrigated, fertilized to present a herbicides shall be used in a manner. which will not affect landscape plants Of healthy and manicured appearance. Shrubs and Vines will not be allowed to health. encroach into grass areas. A definite break shall be maintained between 2. All pesticides, including herbicides, insecticides, fungicides. etc., shall be IL grass and shrub areas. In such areas the contractor shall maintain a healthy applied only by persons holding a valid state license for each category of p and well- balanced landscaper pest control work involved. Any required state county or local permits for possession, procurement, or use of any pesticide shall be obtained and complied with at no additional expense to the owner. d� z _ Vin NOTE: _ WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A - GRADING PERMIT HAS BEEN ISSUED. - - theacttraoyantlfydihetlekgnhe�oo In@aeuerticfdisvepareiEr ansirg aha coarfy appmr� of oo�fr�on, foe prvate iandarape amoiieG shall beresponsibletordekamhgins"blesohilbil rd evahg haolansfm MARK BY DATE ERGINEER 3. All pesticides shall be procured, transported, stored, handled, and applied in strict accordance with the manufacturer's label, which shall be registered with the Environmental Protection Agency and the State of California. The contractor shall comply with the requirements of the Federal Insecticide, Fungicide.. and Rodenticide Act, 40 CFR 170-171, CCR Title 3.. and CCR Title 8. All pesticide containers shall be managed in accordance with the requirements of CCR Title 3, Section 6684 and disposed of in accordance with CCR Title 22. Each pesticide formulation shall be registered for use under the particular environmental conditions under which it was applied. The contractor shall exercise extreme care to prevent any damage or illegal contamination by pesticides to vegetation, water, fish, animals, and humans. The contractor shall be held responsible and liable for all damage, contamination, and effects resulting from contractor's pesticide use. 4 Pesticide spraying shall be performed only on still days and will be stopped when unfavorable weather or other conditions exist which would unduly increase the hazard toY ersonnel or desirable vegetation b drift runoff, or p 9 leaching through the soil. Any project property or desirable vegetation damaged by the contractor due to pesticide applications shall be repaired or replaced at no additional cost to the owner. 5. Pesticide rinse water or excess pesticides from contractor operations shall be collected by the contractor in an appropriate receptacle and disposed of at an approved disposal site: or shall be applied to a similar target area to which the original application was made and in the same manner of application if allowed by the EPA registered label. 6. Job site pesticide applications shall be made by personnel capable of identifying the pest species to be controlled, knowledgeable of control techniques, and able to apply pesticide active ingredients at prescribed dosages and rates of application, as required by the label to achieve the required control under job site conditions, without danger to people, pets or other non -target animals, plants, or property. 7. The contractor shall be responsible for having a spill kit on service vehicles and for reporting and cleaning pesticide spills as required by state laws and regulations. The contractor shall submit a written report of spills on or in project property, within 8 hours of incident to the owner on company letterhead. D. Irrigation and Irrigation System Maintenance: 1. The contractor shall plan and adjust irrigation schedules for automatic, hand or portable irrigation systems based on minimal water requirements with the following considerations: a. the precipitation rates of irrigation components b. soil water infiltration rate and holdingcapacity P Y C. exposure d. plant material e. site climate conditions f. ET (Evapotranspiration) rate g. Slope It shall be the contractor's responsibility to adjust controllers and/or hand/portable irrigation application to compensate for weekly environmental changes for the duration of the maintenance period. The contractor shall perform irrigation in a manner that promotes the health, growth, color and appearance of cultivated vegetation while preventing over watering, water run-off, erosion and ponding. 2. Irrigation includes watering of shrubs, vines, trees and plants for both permanently irrigated slopes and flat areas. Care shall be exercised by regulating the time and equipment to prevent wasting of water. Sprinkler heads shall be adjusted to prevent water spray on buildings, sidewalks, walls, monuments and adjacent hardscape. It shall be the contractor's responsibility to apply enough water to assure and maintain the health and vigor of all shrubs, trees, and planted areas. Irrigation controllers shall be programmed for no irrigation during periods of rain that exceed twelve hours of rainfall in one day or during rain storms of one day or more. Once rain has subsided controllers shall be reprogrammed for irrigation operations. Controllers shall also be checked and reset if necessary after power outages. 3. The contractor shall provide all equipment necessary to perform all irrigation operations. For temporarily irrigated slopes, flat areas and trees within future private lots that require manual irrigation, the contractor shall provide hoses and irrigation equipment to adequately irrigate this plant material for the duration of the maintenance period. In the event that an area has no water supply due to a system failure.. the contractor shall provide a supply by either hose or truck. All valves and valve box covers shall be kept closed at all times except when in actual use, 4. Irrigation equipment shall be kept clear of any obstructions including plant material. Dirt or other debris surrounding sprinkler heads, which prevents proper operation, shall be removed. The contractor shall be held responsible for any damage to project property caused by careless handling of irrigation equipment including slope failure at no additional cost to the owner. 5. The contractor is responsible for the maintenance and repair of all components of the irrigation system for the duration of the maintenance period. This includes irrigation equipment items as shown on the original inal 99 irrigation drawings. Maintenance and repairs of irrigation equipment during the maintenance period shall be done at no additional cost to the owner. Maintenance shall include but not be limited to the following: a. Repair or replace broken, missing, or inoperative pop-up spray heads and pop-up rotors. b. Repair or replace defective sprinkler head risers, rotors on risers. fittings.. swing arms and breaks in piping. Adjust and align risers. Repairs shall include all fittings as specified in the original irrigation drawings. C. Clean and adjust pop-up sprayheads, pop-up rotors, sprinkler head risers and rotors on risers and their gears and/or mechanisms, check and adjust for proper coverage. d. Remove dirt and debris from around pop-up spray heads and pop-up rotors. e. Repair or replace defective or malfunctioning control valves (Electric and/or Manual) flow sensors and master valves. Clean and service valves. The contractor shall replace any damaged or missing valve boxes or valve lids, Valve box lids shall be kept in place at all times. Barricades shall be placed over any valve boxes with missing lids until replaced. Valve boxes shall be kept level with existing grade as shown on the drawings. f. Maintain, service, repair or replace central controller systems as specified by the product manufacturer. REVISIONS g. System repairs and replacement shall be accomplished with new parts and . equipment that are identical to existing. 9 h. The contractor is responsible for required irrigation by any means during the periods of system breakdown. E. Fertilizer Application During the Maintenance Period: 1. Apply fertilizer in a manner that promotes health, growth, color and appearance of cultivated vegetation at applications rates described in sections 329300 Landscaping and 329200 Turf for the duration of the maintenance period. F. Fallen Vegetation and Debris Removal 1. The contractor shall police the entire project area including all paved areas, planters, lawn areas, sidewalks (including common area sidewalks) and trash enclosures and collect fallen leaves, branches and limbs regardless of length or diameter, dead vegetation, paper, trash, cigarette butts, garbage, rocks, and any and all other debris to prevent unsightly and inordinate accumulations during normal maintenance working hours. Sidewalks shall be swept or washed as necessary to keep free of trash and graffiti. Collected items shall be promptly removed and taken to a legal disposal site. G. Removal of Dead Animals: 1. Removal and legal disposal of animal carcasses are considered a normal maintenance task for the duration of the maintenance period. Dead carcasses shall be legally removed immediately when discovered by the contractor. H. Erosion Control: 1. The contractor is responsible for daily visual inspection of slopes and immediately reporting areas experiencing erosion to the landscape architect and/or owner's representative on the same day noticed. If the contractor fails to notify the landscape architect andlor owner's representative of areas experiencing erosion on the same day noticed, then the contractor assumes full responsibility for any erosion control measures and/or repairs as directed by the landscape architect and/or owner's representative at no additional cost to the owner. 2. Upon notification and agreement of the applicable erosion control measure by the landscape architect, the owner and the contractor, the contractor is responsible for immediately repairing and correcting any progressive rilling that may occur. 3. Erosion control measures may include but not be limited to: a. Filling or Raking C, Redirecting runoff d. Properly programming irrigation operations e. Replanting f. Providing additional erosion control materials such as: • jut matting • filter fabric • hay bales • hay rolls • silt fencing • sandbags • and/or other erosion control items as required to maintain healthy plant material and stable slopes. 4. Additional erosion control measures required due to irrigation operations programmed by the contractor that did not take into account cycle and soak functions of the controller will be installed and/or repaired as directed by the landscape architect and/or owner's representative at no additional cost to the owner. 1. Frequency of Maintenance Operations: TASK: FREQUENCY: Shrub and Vine Restoration and Replacement: As Required Weeding: Daily Pruning: As Required Tree Replacement: As Required Tree Staking: As Required Pesticide Applications: As Required Debris Removal & Disposal: As Required Irrigation System Maintenance: As Required Fertilizer Application: As Required Fallen Vegetation and Debris Removal: Twice Weekly Removal of Dead Animals: As Required Re-MUiching (Maintained at 3 Inches): As Required Erosion Control: As Required J. At the end of the ninety (90) day maintenance period, the contractor shall request a post- maintenance walk through with the landscape architect. Prior to requesting this walk through the following requirements must be entirely satisfied: 1. Any outstanding maintenance items that were previously directed to be completed by the restoration specialist. K. Pre me posliminary Post Maintenance Walk Through: Once the above requirements have been t a preliminary post maintenance walk through may be scheduled. At the preliminary t maintenance walk through, the following procedures will be used: 1. Contractor must have (2) two personnel available with radio communication for the entire length of the walk through. 2. A visual walk through of the entire landscape area will take place consisting of an examination of planting areas and noting any remaining maintenance items to be completed. 3. Once the preliminary post maintenance walk through has been completed, the landscape architect shall prepare a punch list of outstanding items to be completed and will provide a copy of this list to the owner and contractor for review and use. It is the contractor's responsibility to repair, replace, and adjust all items on the punch list prior to requesting a final post maintenance walk through. L. Final Post Maintenance Walk Through: Before commencement of a final post maintenance walk through, each item on the preliminary post maintenance walk through punch list must be thoroughly satisfied, addressed, and resolved by the contractor. Once the above requirement has been met a final post maintenance walk through may be requested. At the final post maintenance walk through, the following procedures will be used: 1. Contractor must have (2) two personnel available with radio communication for the entire length of the walk through. 2. Only those items as indicated on the preliminary post maintenance walk through punch list will be addressed. This visual walk through will consist of walking through the punch list items created at the time of the preliminary post maintenance walk through, and examining outstanding items. Any remaining deficiencies in the maintenance of the wetlands mitigation will be noted. 3. Once the final post maintenance walk through is completed and any outstanding items created on the final punch list have been addressed the maintenance period may end, Any additional walk throughs required due to contractors' inability to address all issues on the punch lists described above will be provided at the contractor's expense. END OF SECTION BENCHMARK: FEL 2 Yz" BRASS DISK STAMPED RIVERSIDE COUNTY B.M. H-35-70 AT NORTHWEST CORNER CONC. SLAB 500' SLY OF INT. RAMONA BLVD AND SANDERSON AVE 40' WLY CENTERLINE ELEV. 1462.72 NAVD88 SCALE: N/A H: NSA V: GOLDEN ERA PRODUCTIONS IP160022 PP26010 COUNTY OF RIVERSIDE GILMAN SPRINGS ROAD - CASTLE GILMAN SPRINGS ROAD REHABILITATION LANDSCAPE PLANS SPECIFICATIONS FOR: W. 0. COUNTY SHEET NO. L-1 12 ©F12 SH1 GOLDEN ERA PRODUCTIONS 15-0169 FILE NO. BGR 150202 1&03 w i oF �psAa� %�03= A L B E R T A. ENGINEERING CONSULTANTS 3788 McCRAY STREET RIVERSIDE CA. 92506 PH. (951) 686-1070 z at zon A S S 0 CI A T E S FAX (951) 788-1256 APPR DATE 7-26-2 16 tee; 9r JAIME MACIAS 07-26-2016 COUNTY °F nt� C CERT NO.58 P 12/2017 DATE: BENCHMARK: FEL 2 Yz" BRASS DISK STAMPED RIVERSIDE COUNTY B.M. H-35-70 AT NORTHWEST CORNER CONC. SLAB 500' SLY OF INT. RAMONA BLVD AND SANDERSON AVE 40' WLY CENTERLINE ELEV. 1462.72 NAVD88 SCALE: N/A H: NSA V: GOLDEN ERA PRODUCTIONS IP160022 PP26010 COUNTY OF RIVERSIDE GILMAN SPRINGS ROAD - CASTLE GILMAN SPRINGS ROAD REHABILITATION LANDSCAPE PLANS SPECIFICATIONS FOR: W. 0. COUNTY SHEET NO. L-1 12 ©F12 SH1 GOLDEN ERA PRODUCTIONS 15-0169 FILE NO. BGR 150202 1&03 w i