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943v_lsd w z 0 w U1 a 1 cn n w d m a z z 17) OU ct w Lu Lu m C) r z J O , Q J O 5 ~ � aS z w w J z cc 0 2 g Lu w O p p O Z CJ z Z Lu o U d d z 0W w 1 0 f= Oc O a- a cc < n. AMERICANS WITH DISABILITIES NOTES: 1. ALL SLOPES SHOWN ON THIS PLAN WERE DESIGNED AT OR BELOW MAXIMUMS ALLOWED BY THE AMERICANS WITH DISABILITY ACT ACCESS GUIDE (A.D.A.A.G.) IN ORDER TO ALLOW FOR CONSTRUCTION TOLERANCES. IT IS THE CONTRACTORS RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH A.D.A.A.G. AND IN THE EVENT THAT A DESIGN QUESTION SHOULD ARISE, OR A FIELD CONDITION PRESENT ITSELF THAT IS DIFFERENT THAN SHOWN ON THESE PLANS, WORK SHOULD CEASE AND THE ENGINEER BE NOTIFIED SO THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED. 2. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK RELATING TO A.D.A.A.G. ACCESS FOR THIS PROJECT. SINCE THE CODE DOES NOT ALLOW FOR A CONSTRUCTION TOLERANCE, ANY CONSTRUCTION THAT EXCEEDS MAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS CALLED OUT BY A.D.A.A.G. ARE SUBJECT TO REJECTION BY THE COUNTY AND MAY BE REQUIRED TO BE REMOVED AND REPLACED. 3, SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL THE EXACT METHODS OR MEANS USED BY THE GENERAL CONTRACTOR OR THEIR SUB -CONTRACTOR DURING GRADING AND CONSTRUCTION OF THE PROJECT, THE CIVIL ENGINEER OR SURVEYOR ASSUMES NO RESPONSIBILITY FOR FINAL ACCEPTANCE OF A.D.A.A.G. RELATED ITEMS OF THIS PROJECT BY THE COUNTY, ANY OTHER AUTHORITY OR OTHER AFFECTED PARTIES. COMPLIANCE WITH A.D.A.A.G. CONSTRUCTION REQUIREMENTS WILL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THEIR SUB -CONTRACTORS. NO PERSON, INCLUDING FIRM, CORPORATION, PUBLIC UTILITY COMPANY, PUBLIC AGENCY OR DISTRICT, OR POLITICAL SUBDIVISION, SHALL MAKE ANY EXCAVATION OR BACKFILL IN, OR CONSTRUCT, INSTALL OR MAINTAIN ANY IMPROVEMENT, STRUCTURE OR ENCROACHMENT, IN, ON, OVER, OR UNDER, ANY COUNTY HIGHWAY OR THE RIGHT OF WAY THEREOF WITHOUT FIRST OBTAINING FROM THE COUNTY TRANSPORTATION DIRECTOR AN ENCROACHMENT PERMIT PER ORDINANCE 499 KEY MAP SHEET 2/12 O w 7 DAYS Pressure line installation and testing 48 HOURS z 48 HOURS Lateral line and sprinkler installation 48 HOURS C3 48 HOURS Final grading 48 HOURS cn � Tree & shrub layout & plant material observation 48 HOURS Lu 48 HOURS Final walk (commencement of maintenance) 7 DAYS Monthly maintenance walk 48 HOURS Final inspection 7 DAYS GAS: SOUTHERN CAL. GAS COMPANY 800-427-2200 CABLE: TIME WARNER CABLE 888-255-5789 z INDEX OF SHEETS 0 Lu z O z' N rn z z ILL 0 O d O U CC cn w w ¢ z °C U 0 JF CL - z 0-W Cc a z z Z Lu CS O z 0 > a. O z< Cr ¢ t� tOsi o I' z >O d CL. Q' u ■i v� IL—` I vi w PROJECT LOCATION: T6S R2W SECTION 29 O Wim\ /VVVWVVWW DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE -606-227-2660 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT VICINITY MAP: HOLD HARMLESS & INDEMNIFICATION CLAUSE 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 SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, DEVELOPER, THE COUNTY OF LOCAL JURISDICTION, V.W.R.P.D. 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 SOLE NEGLIGENCE OF THE OWNER, DEVELOPER, COUNTY OF LOCAL JURISDICTION, V.W.R.P.D. AND THE LANDSCAPE ARCHITECT. APPROVAL TIME LIMITATION APPROVAL SHALL BE SIX (6) MONTHS FROM THE DATE OF APPROVAL SIGNATURE. IF CONSTRUCTION HAS NOT COMMENCED WITHIN THE LISTED TIME, VALLEY -WIDE RECREATION AND PARK DISTRICT RESERVES THE RIGHT TO REVIEW DRAWINGS FOR POSSIBLE REVISIONS DUE TO CHANGES IN SPECIFICATIONS AND STANDARDS SHEET SCOTT ROAD NO SCALE NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. NOTE: WORK CONTAINED WITHIN THESE PLANS - SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private landscape architect signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction; the private landscape architect MARK BY DATE shall be responsible for determining an acceptable solution and revising the plans for aooroval by the county. I ENGINEER O Cr O J J w NOTE: THE CONTRACTOR AND / OR OWNER IS RESPONSIBLE FOR SUBMITTING A SOIL ANALYSIS REPORT AND DOCUMENTATION VERIFYING IMPLEMENTATION OF IT'S RECOMMENDATIONS. REVISIONS APPR, DATE COUNTY REQUIRED LANDSCAPE INSPECTIONS: Pre -construction conference 7 DAYS Pressure line installation and testing 48 HOURS Controller installation 48 HOURS Lateral line and sprinkler installation 48 HOURS Coverage test 48 HOURS Final grading 48 HOURS Weedabatement Observation 48 HOURS Tree & shrub layout & plant material observation 48 HOURS Finish grade prior to hydroseeding 48 HOURS Final walk (commencement of maintenance) 7 DAYS Monthly maintenance walk 48 HOURS Final inspection 7 DAYS INSPECTION NUMBER (951) 660-4700 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 PARMEL MAPS AND TRACT MAPS PHONE: (760) 342-8267 FOR PERMIT CASES EAST OF CABAZON APN NUMBERS APN# 467-160-012 / 467-160-047 PROJECT [DIRECTORY OWNER: MERITAGE HOMES 1250 CORONA COURT CORONA, CA 92879 PHONE: (951) 547-8320 CONTACT PERSON: PETER VANEK LANDSCAPE ARCHITECT: BORTHWICK GUY BETTENHAUSEN, INP. 2444 DUPONT DRIVE IRVINE, CA 92612 PHONE: (949) 476-8616 CONTACT: JEFF KRAUS CIVIL ENGINEER: RICK ENGINEERING COMPANY 1223 UNIVERSITY AVE., SUITE 240 RIVERSIDE, CA. 92507 PHONE: (951) 782-0707 CONTACT: RICHARD O'NEiL POWER: SOUTHERN CALIFORNIA EDISON CO. 626-302-1212 WATER / SEWER: EASTERN MUNICIPAL WATER DISTRICT 951-928-3777 TELEPHONE G.T.E. 800-483-4000 GAS: SOUTHERN CAL. GAS COMPANY 800-427-2200 CABLE: TIME WARNER CABLE 888-255-5789 INDEX OF SHEETS 1. ALL WORK SPECIFIED HEREIN SHALL BE PERFORMED PER APPLICABLE LAWS, ORDINANCES, AND REGULATIONS. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO START OF WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED TO SAME. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE LANDSCAPE ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE LANDSCAPE ARCHITECT 5. CONTRACTOR TO PROVIDE A NINETY (90) DAY MAINTENANCE CONTRACT TO BE PAID FOR BY DEVELOPER. 6. ALL LANDSCAPE INSTALLATION SHALL BE PERFORMED BY A LICENSED CONTRACTOR WITH A C-27 LICENSE OR GREATER. BENCH MARK: RIVERSIDE COUNTY DESIGNATION T-42-81 (RESET) NAVD 29 ELEV 1335.240' AT THE INTERSECTION OF BENTON ROAD AND BRIGGS ROAD, IN THE NORTHWEST CORNER OF THE INTERSECTION 69' NORTHWEST OF POWER POLE X1 1447E ON THE LINE WITH MAILBOXES, 17' NORTH OF BENTON, 15' WEST OF CENTERLINE BRIGGS, SET FIBERGLASS WITNESS POST 1' WEST OF MONUMENT TOTAL LANDSCAPE AREA: LANDSCAP AREA: 119,013 S.F. (GROSS ACREAGE 2.73 ACRES) I AGREE TO COMPLY WITH ORDINANCE 859 AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE. SHOULD THE ORDINANCE BE REVISED, THESE PLANS MAY BE SUBJECT TO CHANGE BASED ON THE UPDATED ORDINANCE. APPLICANT SIGNATURE BORTHWICK GUY BETTENHAUSEN, INC. 2444 DUPONT DRIVE * IRVINE 949) 476 8616 / FAX (949) 476-8707 April 15, 2014 CERT Nib. 2214..- CP 5/31/2016 DATE: BENCHMARK: H: V: 1 COVER SHEET 2 PLANTING PLAN 3 PLANTING PLAN 4 PLANTING PLAN 5 PLANTING PLAN 6 PLANTING DETAILS AND LEGEND NOTE: FOR IRRIGATION PLANS, REFER TO SEPARATE APPROVED PLANS BY EASTERN MUNICIPAL WATER DISTRICT THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARANCE OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION (909') 955-6885. ALL WORK MUST CONFORM TO VALLEY-WIDE'S CURRENT STANDARD LANDSCAPE SPECIFICATIONS. MWD NOTIFICATION: MR. JOHN MARTINEZ OF METROPOLITAN WATER DISTRICT SYSTEM OPERATIONS GROUP, TELEPHONE (909) 776-2616, SHALL BE NOTIFIED AT LEAST TWO WORKING DAYS PRIOR TO STARTING ANY WORK IN THE VICINITY OF THEIR FACILITIES. CONTINUED LANDSCAPE MAINTENANCE PROVIDED BY: VALLEY -WIDE RECREATION PER AGREEMENT DATED: NOTE: NO CHANGES OR SUBSTITUTIONS ARE TO BE MADE WITHOUT REVISION TO THE PLANS. VALLEY -WIDE RECREATION & PARK DISTRICT DEAN F, .,. Date: APPROVAL BY VALLEYWIDE RECREATION & PARK DISTRICT IS FOR VALLEYWIDE MAINTENANCE AREAS TR 31118 LP. No. 130006 s COUNTY OF RIVERSIDE TRACT MAP NO. 31118 LEON ROAD / JEAN NICHOLAS ROAD VALLEY WIDE STREETSCAPE - LANDSCAPE PLANS DR: MERITAG€ PETER VANEK (9 me] 1 OF 6 SHT; p li LU C'S (!5 1 LU a z Cr Cr Q W [n Z z Q z Z Q O U) U W W LLI Cr c) z J O ' CL Q J D _ 0 z Q J LU LLI 2 PNT., B F < Cc S C3 Cr cr_O w LU 0 W z Z_ O O Y r O Z W U Q d z p W W LL O E— tr U Q LZ z 0 Cr LU ri co Ci Cr O p W z LU ' w Vj L5 t • z V aC d Cr ULI D Z F z LL LL 0 z O 0 0_j _j Q Z UO J F— �- z CL U3 <t 2 cr F- LU Itu0- L) n Z LU < 0 0 0 �)� z LU 0 O 0 r LU ¢ t p v,, U UU zz 8 C IEIxa Q CL 12' WIDE DECOMPOSED GRANITE TRAIL. REFER TO DETAIL LC -1, SHEET 4. PVC RAIL FENCE REFER TO DETAILS LC -71, SHEET 5 C.L. TRACT BOUNDARY 6T-0" 100 O 'et 1 e SIDEWALK - r CURB- R.O.W. — e ICL. 'TRACT BOUNDARY I I ' I e s' �e Oe rn'o LL U,) D e �e I e 'e STREET LIGHT e 'e e PUMP STATIO CONCRETE MOWCUR5. — REFER TO DETAIL LC -33, SHEET 3. Io NOTE: ALL IRRIGATION AND PLANTING INSTALLATION SHALL BE COMPLETED PER VALLEY WIDE DETAILS AND SPECIFICATIONS WITH VALLEY WIDE SUPERVISION AND DIRECTION ^ O U I M v DIAL T1^_._... G BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1 800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT i i I' li ALUMINUM EDGING REFER TO DETAIL PL -10, SHEET ro. NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private landscape architect signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies — arising after county approval or during construction, the private landscape architect MARK BY DATE shall be responsible for determining an acceptable solution and revising the plans for aooroval by the county. ENGINEER PVC RAIL FEN( REFER TO DET REVISIONS Mi I LEFT -'— BLOCS' WALL PER DEVELOPER' WALL AND A FENCE PLAN I V LJC I fill r-"- w, Jn r/ JEAN NICHOLAS ROAD ►7Co I-= APPR, I DATE COUNTY 0 20 40 60 80 OF - BLOCK WALL PER DEVELOPER'S WALL AND FENCE PLAN PREPARED BY: BORTHWICK GUY BETTENHAUSEN, INC. 2444 DUPONT DRIVE �r IRVINE CA 92612 476 8616 / FAX (949) 476-8707 April 15, 2014 CERT NO. 2214,E P 5/31/2016 DATE: PLANT SCHEDULE TREES BOTANICAL NAME COMMON NAME SIZE QTY WULCOLS • CALLISTEMON VIMINALIS WEEPING BOTTLEBRUSH 24"BOX 23 L (�3)- LAGERSTROEMIA INDICA 'RED' CRAPE MYRTLE 24'BOX 52 M (.5) ,��i PHOENIX DACTYLIFERA DATE PALM 18' B.T.H. 3 L (,3)' PRUNUS OERASIFERA PURPLE LEAF PLUM 15 GAL 24 M (5) 'KRAUTER VESUVIUS' - X CHITALPA TASHKENTENSIS CHITALPA 24"BOX 12 L (.3) IS BOTANICAL NAME COMMON NAME SIZE SPACING QTY BACCHARIS PILULARIS 'PIGEON POINT' COYOTE BRUSH 1 GAL 36" ox. 3,297 L (:3) CALLISTEMON V. 'LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL 48" oz. 369 M (5) COTONEASTER DAMMERI BEARBERRY COTONEASTER 5 GAL 48" o.c. 22 M (,5) Q DIETES BICOLOR FORTNIGHT LILY 1 GAL 36" o.c. 154 M (.5). DIETES BICOLOR FORTNIGHT LILY 5 GAL 48" ox, 99 L (3) 0 HEMEROCALLIS HYBRID DOUBLE RED RED DAYLILY 1 GAL 24" ox, 4,653 M (5) LIGUSTRUM JAPONICUM 'TEXANUM' WAX LEAF PRIVET 5 GAL 60" o.c. 19 M (5) MUHLENBERGIA RIGENS 'REGAL MIST' REGAL MIST DEER GRASS 1 GAL 36" o.c. 2,176 M (5). RHAPHIOLEPIS 1. HARBINGER SPRING INDIAN HAWTHORN 5 GAL 30" o.c. 1,399 M (5) VINE/ESPALIER BOTANICAL NAME COMMON NAME SIZE SPACING QTY G PARTHENOCISSUS TRICUSPIDATA JAPANESE CREEPER 5 GAL STAKED 1O' O,C, 4" O.C. 214 M (5) GROUND COVERS BOTANICAL NAME COMMON NAME SIZE SPACING QTY A°TEAM CREST" TURF TALL TURF -TYPE FESCUE SEED MIX 17,325 SF H (.8) HYDROSEED - 15 LBS/1,000 SF AVAILABLE CREATIVE HYDROSEED (951) 461-9745 BACCHARIS PILULARIS 'PIGEON POINT COYOTE BRUSH ROOTED CUTTINGS 12" o.a 8,528 L (3). ROSMARINUS OFFICiNALIS ' HUNTINGTON CARPET HUNTINGTON CARPET ROSEMARY 1 GAL 24" o.c. 936 L (3) NOTES: - ALL PLANTER AREAS TO BE INSTALLED WITH POINT-TO-POINT IRRIGATION SHALL RECEIVE 4" DEPTH MULCH. - ALL PLANTER AREAS TO 5E INSTALLED WITH SPRAY IRRIGATION SHALL RECEIVE 3" DEPTH MULCH. REFER TO I IRRIGATION PLANS, ALL TREES WITHIN 6 FEET OF ANY HARDSCAPE SHALL BE INSTALLED WITH ROOT BARRIERS. REFER TO DETAIL PL -0 ON SHEET 6. - DECOMPOSED GRANITE PATHWAY TO BE STABILIZED. REFER TO DETAIL LC -I ON SHEET 4. PROVIDE DRAINAGE IN TURF AREAS ADJACENT TO TRAIL AS REQUIRED TO PREVENT RUNOFF OVER THE TRAIL. REFER _ W TO CIVIL ENGINEERING PLANS. - PROVIDE ALUMINUM EDGING FOR ALL TURF AREAS BETWEEN TURF, DECOMPOSED GRANITE AND PLANTERS ALONG THE TRAIL. REFER TO VALLEY -WIDE STANDARD DETAIL PL -10, SHEET 6. r - TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN THE CVWD AND N85R EASEMENT OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD, TREE "CLEAR TRUNK HEIGHT" SHALL BE 5'-O" MINIMUM ABOVE FINISH GRADE FOR VIEWING UNDER FOLIAGE CANOPY OF TREES. IF MATURE SPREAD DIA. OF TREE EXTENDS BEYOND THE CURB FACES, THERE SHALL BE 11' MIN. CLEARANCE r�7_j ABOVE ROAD TO THE BRANCHING / FOLIAGE. - ALL ABOVE GROUND UTILITIES SHALL BE SCREENED 5Y S GAL LIGUSTRUM 'TEXANUM' 5' O.C. SCALE: H: V: REFER TO SHEET & FOR PLANTINCs DETAILS. VALLEY -WIDE RECREATION & PARK DISTRICT DIE ETA Date: APPROVAL BY VALLEYWIDE RECREATION & PARK DISTRICT IS FOR VALLEYWIDE MAINTENANCE AREAS ONLY. TR 31118 I.P. Na 130006 SHEET N01 COUNTY OF RIVERSIDE TRACT MAP NO. 31118 LEON ROAD / JEAN NICHOLAS ROAD VALLEY WIDE STREETSCAPE - LANDSCAPE PLANS PLANTING PLAN FOR: MERITAGE HOMES I W,O, COUNTY PETER VANEK (951) 547-8320 1 FILE NO. —20F 0 W Z 0 CD ILLI Q G ' PLANTER ow z 0 C w U) 4 00 r 6 Cr 0 W Z L W r z Q U) c Lm Q 0 -4 Q h - z U)LL o �° Z 0 0 wI cc cn "7r ELid z U 0 a. z (L LU Q Cr a za 0 0 0 w < O F_ 75; F - C'3 0 h 0 LW0 tai`. 0 0 Z w UJI v w LU LU 0 14, 0 F_ CL E d d ETE HEADER SHALL BE 1" ABOVE GRADE FOR TURF AREAS 1i00 PSI NATURAL GRAY 6"X6" CONCRETE OWCURB FINISH SHALL BE SMOOTH TROWEL 4" TOOLED RADIUS )P OF CONCRETE HEADER SHALL BE 2" BOVE FINISH GRADE FOR PLANTER AREAS T MAX. ONTINUOUS #3 REBAR THROUGHOUT ENGTH OF MOWCURB OMPACTED SUBGRADE NDISTURBED SOIL j-� T MAX. CONTROL JOINT .000 #44 R-EEBAR TYP. (2" CLEARANCE FROM EDGE N DED � 3' MIN. }ej sir/v/v T !! T \y KM NOTES: LOWER MOWCURB TO FLOWLINE ELEVATION 1. PROVIDE CONTROL JOINTS AT T MAX SPACING 2. ANY DAMAGED MOWCURB SHALL BE REPLACED NO PATCHES SHALL BE ALLOWED 3. TAPER MOWCURB AS DIRECTED WHEN FLOW LINES CROSS MOWCURB TYPICAL TAPER IS 61 OBTAIN APPROVAL FOR ELEVATION CHANGEOVER 6:1 VALLEY -WIDE RECREATION & PARK DISTRICT CONCRETE MOWCURB LC -33 !9 1 REV. 2011 M&SMAXW11 TREES BOTANICAL NAME COMMON NAME SIZE QTY WULCOLS ® CALLISTEMON VIMINALIS WEEPING BOTTLEBRUSH 24"BOX 23 L (3) LAGERSTROEMIA INDICA RED' CRAPE MYRTLE 24"BOX 52 M (.5) PHOENIX DACTYLIFERA DATE PALM 18 B.T.H. 3 L (3) u� PRUNUS CERASIFERA PURPLE LEAF PLUM 15 GAL 24 M (.5) 5S 'KRAUTER VESUVIUS' X CHITALPA TASHKENTENSIS CHITALPA 24"BOX 12 L (.3) BOTANICAL NAME COMMON NAME SIZE SPACING QTY 4, BACCHARIS PILULARIS PIGEON POINT' COYOTE BRUSH 1 GAL 36" o.c. 3,297 L (3) O CALLISTEMON V. LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL 48" o.c. 369 M (5) COTONEASTER DAMMERI BEARBERRY COTONEASTER 5 GAL 48" o.c. 22 M (5) Q DIETES BICOLOR FORTNIGHT LILY 1 GAL 36" o.c. 154 M (5) DIETES BICOLOR FORTNIGHT LILY 5 GAL 48" o.c. 99 L (3) O HEMEROCALLIS HYBRID ' DOUBLE RED' RED DAYLILY 1 GAL 24" o.c. 4,653 M (5) LIGUSTRUM JAPONICUM 'TEXANUM' WAX LEAF PRIVET 5 GAL 60" o.c. 19 M (5) MUHLENBERGIA RIGENS 'REGAL MIST' REGAL MIST DEER GRASS 1 GAL 36" o.c. 2,176 M (5) RHAPHIOLEPIS 1. HARBINGER SPRING INDIAN HAWTHORN 5 GAL 30" o.c. 1,399 M (5) VINE/ESPALIER BOTANICAL NAME COMMON NAME SIZE SPACING QTY 4, PARTHENOCISSUS TRICUSPIDATA JAPANESE CREEPER 5 GAL STAKED 10' O.0„4” O.C. 214 M (5) NOTE: ALL IRRIGATION AND PLANTING INSTALLATION SHALL BE COMPLETED PER VALLEY WIDE DETAILS AND SPECIFICATIONS WITH VALLEY WIDE SUPERVISION AND DIRECTION O NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. NOTE: o Q1-800-227-2600 WORK CONTAINED WITHIN THESE PLANS - - SHALL NOT COMMENCE UNTIL AN -- DIAL ENCROACHMENT PERMIT AND/OR A BEFORE GRADING PERMIT HAS BEEN ISSUED. YOU DIG �1 iThe private landscape architect signing these plans isresponsible iorassuringTOLLFREE the accuracy and acceptability of the design hereon. In the event of discrepancies A PUBUC SERVICE BY arising after county approval or during construction, the private landscape architect URI( BY DATE APPR, DATE UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable solution and revising the plans for REVISIONS approval by the county. ENGINEER COUPliY * GROUND COVERS BOTANICAL NAME COMMON NAME SIZE SPACING QTY "TEAM CREST" TURF TALL TURF -TYPE FESCUE SEED MIX 17,325 SF H (.8) HYDROSEED - 15 LBS/1,000 SF AVAILABLE CREATIVE HYDROSEED (951) 461-9745 0+++++�+++++++ BACCHARIS PILULARIS PIGEON POINT COYOTE BRUSH ROOTED CUTTINGS 12" O.C. 8,528 ROSMARINUS OFFICINALIS HUNTINGTON CARPET ROSEMARY 1 GAL 24" o.c. 938 L (3) HUNTINGTON CARPET' NOTES: - ALL PLANTER AREAS TO BE INSTALLED WITH POINT-TO-POINT IRRIGATION SHALL RECEIVE 4" DEPTH MULCH. - ALL PLANTER AREAS TO BE INSTALLED WITH SPRAY IRRIGATION SHALL RECEIVE 3" DEPTH MULCH. REFER TO IRRIGATION PLANS. - ALL TREES WITHIN 8 FEET OF ANY HARDSCAPE SHALL BE INSTALLED WITH ROOT BARRIERS, REFER TO DETAIL PL -5 ON SHEET 6. DECOMPOSED GRANITE PATHWAY TO SE STABILIZED. REFER TO DETAIL LC -1 ON SHEET 4. - PROVIDE DRAINAGE IN TURF AREAS ADJACENT TO TRAIL AS REQUIRED TO PREVENT RUNOFF OVER THE TRAIL. REFER TO CIVIL ENGINEERING PLANS. - PROVIDE ALUMINUM EDGING FOR ALL TURF AREAS BETWEEN TURF, DECOMPOSED GRANITE AND PLANTERS ALONG THE TRAIL. REFER TO VALLEY -WIDE STANDARD DETAIL PL -10, SHEET 6. - TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN THE CVWD AND NSBR EASEMENT OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD, - TREE "CLEAR TRUNK HEIGHT" SHALL BE 5'-0" MINIMUM ABOVE FINISH GRADE FOR VIEWING UNDER FOLIAGE CANOPY OF TREES. IF MATURE SPREAD DIA. OF TREE EXTENDS BEYOND THE CURB FACES, THERE SHALL BE li" MIN. CLEARANCE ABOVE ROAD TO THE BRANCHING / FOLIAGE. - ALL ABOVE GROUND UTILITIES SHALL BE SCREENED BY 5 GAL LIGUSTRUM 'TEXANUM' 5' O.G. REFER TO SHEET & FOR PLANTING DETAILS. I Z t� Ill"lllil 0 20 40 60 80 VALLEY -WIDE RECREATION & PARK DISTRICT D WE Date: APPROVAL BY VALLEYWIDE RECREATION & PARK DISTRICT IS FOR VALLEYWIDE MAINTENANCE AREAS ONLY. -ECT PREPARED BY: BENCHMARK: TR 31118 I.P. No. 130006 SHEET Ni COUNTY OF RIVERS/0E 33 BORTHWICK GUY BETTENHAUSEN, INC. TRACT MAP N0.31118 2444 DUPONT DRIVE LEON ROAD / JEAN NICHOLAS ROAD IRVINE CA 92612 VALLEY WIDE STREETSCAPE - LANDSCAPE PLANS * PHONh (949) 476-8616 / FAX (949) 476-8707 PLANTING PLAN 1130F 6 SF April 15, 2014SCALE: FOR: MERITAGE HOMES W.O. COUNTY CERT NO. 2214, XP 5/31/2016 DATE: H: V: PETERVANEK(951)547-8320 FILE NO. CL EL EL LU �Q W z W 0 LU Z LU cc LU E M y� e L Z O LIC f` Cn 1ZL L LU C EIC Q` J 0 cl) cc LLI 0 Y LU 0 Z n W J F_ 1 Z i 0 ' J Z O Z W Q EL W 0 Z Z Z W C3 F- =U EL Z O M LLI LO » 00 f 0 EIC 0 0 UJ Z , t!3 W f•— 0 Z Q 0 Ir rr 0 0 LU F Z LL ' O (�Y Z O �' Z D CC O Q 0 GC LIJ _j } d Z 0 J H Z CL CL W Lr tz CC LU Q Z CL ULI z Z Lij 0 H- <CC H- 0 0 LL Z 0 W 0 IL 0 0 Z cr T 0 UJ LU LULU Z Cr0U EL a d IL d CL MOWCURB PER DETAIL LC -33, SHEET 12 STABILIZED DECOMPOSED GRANITE COMPACTED FLUSH WITH TOP OF CURB WITH 4" MIN. THICKNESS SIZE SHALL BE 3/8 MINUS UNLESS NOTED OTHERWIZE COMPACTED CLASS 2 BASE AS REQ'D. WHEN SPECIFIED FOR FLOOD CONTROL ACCESS 112" —� 6„ 1.. ®� _ 1-112%MIN.2%MAX. 1-1/2%MIN. 2°/a MAX. "�.J V Irnj ,'+Ff �'i Yw - xs �: •�, � '�; o-.>'.>. `'JY;.` gib.. w.!;• FINISH GRADE OF SOIL IN TURF AREA 1" BELOW TOP OF MOWCURB UNDISTURBED NATIVE SOIL 90% COMPACTED SUBGRADE UNDER MOWCURB FINISH GRADE OF MULCH IN PLANTER AREA 1/2" BELOW TOP OF MOWCURB NOTES: D.G. SAMPLE MUST BE SUBMITTED FOR APPROVAL TO DISTRICT'S REPRESENTATIVE PRIOR TO DELIVERY OF MATERIAL COLOR SHALL BE "GOLD" UNLESS OTHERWISE NOTED ON PLAN LD Consulting 2011 (Any deviation or reproduction of this design must be approved in writing by Valley -Wide Recreation & Pars Distnct) VALLEY -WIDE RECREATION & PARK DISTRICT 1" ♦ DECOMPOSED GRANITE �-��� O jaTeD 0,u0 /VV WVVVVV VVVVVVJVW PJJVW��MYJJWVVVNINA DIAL TWD WORKING BEFORE «.: DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LINE WIRTARINW41 - CONCRETE MOW URB. REFER: COMMON NAME CALLISTEMON VIMINALIS WEEPING BOTTLEBRUSH _ - TO DETAIL LC-, SHEET 3. CRAPE MYRTLE PHOENIX DACTYLIFERA DATE PALM PRUNUS CERASIFERA PURPLE LEAF PLUM KRAUTER VESUVIUS' FORTNIGHT LILY X CHITALPA TASHKENTENSIS CHITALPA BOTANICAL NAME COMMON NAME HEMEROCALLIS HYBRID " DOUBLE RED' RED DAYLILY 24 LIGUSTRUM JAPONICUM "TEXANUM CONCRETE"I MUHLENBERGIA RIGENS "REGAL MIST" REGAL MIST DEER GRASS �......... MOWCURB` RHAPHIOLEPIS I. HARBINGER SPRING INDIAN HAWTHORN VINE/ESPALIER D COMMON NAME A PARTHENOCISSUS TRICUSPIDATA JAPANESE CREEPER 48" o.c. 369 M (5) 5 GAL 48" o.c. 22 M (.5) 1 GAL 36" o.c. 154 o ZW 48" o.c. 99 L (3) 1 GAL 24" o.c. 4,653 M (5) LOW ENTRY PLANTER WALL T. I D IS" WIDE CONCRETE M (.5) PER SEPERATE PLANS v'' D MAINTENANCE STRIPAT EACHSIDE M (5) O 30" o.c. OF MEDIAN. REFER TO M (.5) SIZE SPACING CIVIL ENGINEERING PLANS.luNTRY 5 GAL STAKED 10 O.C. 4" o.c. 214 M (5) MONUMENTPER DEVELOPER'S TRACT ENTRY MONUMENT PER H� ENTRY MONUMENT PLANS 0 LID BOTANICAL NAME COMMON NAME CALLISTEMON VIMINALIS WEEPING BOTTLEBRUSH LAGERSTROEMIA INDICA 'RED' CRAPE MYRTLE PHOENIX DACTYLIFERA DATE PALM PRUNUS CERASIFERA PURPLE LEAF PLUM KRAUTER VESUVIUS' FORTNIGHT LILY X CHITALPA TASHKENTENSIS CHITALPA BOTANICAL NAME COMMON NAME NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private landscape architect signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies _.— arising after county approval or during construction, the private landscape architect MARK BY DATE shall be responsible for determining an acceptable solution and revising the plans for oval by the coup . ENGINEER SIZE BACCHARIS PILULARIS 'PIGEON POINT' COYOTE BRUSH O' CALLISTEMON V. "LITTLE JOHN' DWARF BOTTLEBRUSH 23 COTONEASTER DAMMERI BEARBERRY COTONEASTER 8 DIETES BICOLOR FORTNIGHT LILY 0 DIETES BICOLOR FORTNIGHT LILY 0 HEMEROCALLIS HYBRID " DOUBLE RED' RED DAYLILY 24 LIGUSTRUM JAPONICUM "TEXANUM WAX LEAF PRIVET MUHLENBERGIA RIGENS "REGAL MIST" REGAL MIST DEER GRASS SIZE RHAPHIOLEPIS I. HARBINGER SPRING INDIAN HAWTHORN VINE/ESPALIER BOTANICAL NAME COMMON NAME A PARTHENOCISSUS TRICUSPIDATA JAPANESE CREEPER NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private landscape architect signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies _.— arising after county approval or during construction, the private landscape architect MARK BY DATE shall be responsible for determining an acceptable solution and revising the plans for oval by the coup . ENGINEER SIZE CITY WULCOLS 24"BOX 23 L (.3) 24"BOX 52 M (.5) 18' B.T.H. 3 L (3) 15 GAL 24 M (5) 24"BOX 12 L (3) SIZE SPACING CITY 1 GAL 36" o.c. 3,297 L (3) 5 GAL 48" o.c. 369 M (5) 5 GAL 48" o.c. 22 M (.5) 1 GAL 36" o.c. 154 M (5) 5 GAL 48" o.c. 99 L (3) 1 GAL 24" o.c. 4,653 M (5) 5 GAL 60" o.c. 19 M (.5) 1 GAL 36" o.c. 2,176 M (5) 5 GAL 30" o.c. 1,399 M (.5) SIZE SPACING CITY 5 GAL STAKED 10 O.C. 4" o.c. 214 M (5) NOTE. ALL IRRIGATION AND PLANTING INSTALLATION SHALL BE COMPLETED PER VALLEY WIDE DETAILS AND SPECIFICATIONS WITH VALLEY WIDE SUPERVISION AND DIRECTION REVISIONS APPfl, I DATE COUNTY GA® PREPARED BY: BORTHWICK GUY BETTENHAUSEN, INC, 2444 DUPONT DRIVE * IPHONt (949) 476 8616 / FAX (949) 476-8707 April 15, 2014 CERT NO. 2214, EXP 5/31/2016 DATE: GROUND COVERS BOTANICAL NAME COMMON NAME SIZE SPACING CITY "TEAM CREST" TURF TALL TURF -TYPE FESCUE SEED MIX 17,325 SF H (8) HYDROSEED - 15 LBS/1,000 SF AVAILABLE CREATIVE HYDROSEED (951) 461-9745 M++++++++++++++++++ BACCHARIS PILULARIS PIGEON POINT" COYOTE BRUSH ROOTED CUTTINGS 12" o.c. 8,528 L (.3) ROSMARINUS OFFICINALIS HUNTINGTON CARPET ROSEMARY 1 GAL 24" o.c. 938 L (3) 'HUNTINGTON CARPET' NOTES: - ALL PLANTER AREAS TO BE INSTALLED WITH POINT-TO-POINT IRRIGATION SHALL RECEIVE 4" DEPTH MULCH. - ALL PLANTER AREAS TO BE INSTALLED WITH SPRAY IRRIGATION SHALL RECEIVE 3" DEPTH MULCH. REFER TO IRRIGATION PLANS. - ALL TREES WITHIN 8 FEET OF ANY HARDSCAPE SHALL BE INSTALLED WITH ROOT BARRIERS. REFER TO DETAIL PL -8 ON SHEET %. - DECOMPOSED GRANITE PATHWAY TO BE STABILIZED. REFER TO DETAIL LC -1 ON SHEET 4. - PROVIDE DRAINAGE IN TURF AREAS ADJACENT TO TRAIL AS REQUIRED TO PREVENT RUNOFF OVER THE TRAIL. REFER TO CIVIL ENGINEERING PLANS. - PROVIDE ALUMINUM EDGING FOR ALL TURF AREAS BETWEEN TURF, DECOMPOSED GRANITE AND PLANTERS ALONG THE TRAIL. REFER TO VALLEY -WIDE STANDARD DETAIL PL -10, SHEET 6. - TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN THE CVWD AND NSBR EASEMENT OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD, - TREE "CLEAR TRUNK HEIGHT" SHALL BE 5'-0" MINIMUM ABOVE FINISH GRADE FOR VIEWING UNDER FOLIAGE CANOPY OF TREES. IF MATURE SPREAD DIA. OF TREE EXTENDS BEYOND THE CURB FACES, THERE SHALL 12E I -P MIN. CLEARANCE ABOVE ROAD TO THE BRANCHING / FOLIAGE. - ALL ABOVE GROUND UTILITIES SHALL BE SCREENED BY 5 GAL LIGUSTRUM 'TEXANUM' 5' O.G. 121591AIIII IN 0 20 40 � s � [20 SCALE: H: V: REFER TO SHEET 6 FOR PLANTIWG DETAILS. P-019 1 i ® ®�Mj PARK ® AL DEAN WETTER ©ate. APPROVAL BY VALLEYWIDE RECREATION & PARK DISTRICT IS FOR VALLEYWIDE MAINTENANCE AREAS ONLY. TR 31118 I.P. No. 130006 SHEET NO. COUNTY OF RIVERSIDE TRACT MAP NO. 31118 rJ 11 LEON ROAD / JEAN NICHOLAS ROAD �i VALLEY WIDE STREETSCAPE - LANDSCAPE PLANS AOF E? SHITS PLANTING PLAN FOR: MERITAGE HOMES I W.O. COUNTY 41 PETER VANEK (951) 547-8320 1 1 FILE NO, d FOOTING DEPTH FOOTING DIAMETER I POST DIAMETER W Z I 8" 2-3/8" 0 36" 12" 3-5/8" W a B IT 6" CALLISTEMON V. LITTLE JOHN' DWARF BOTTLEBRUSH COTONEASTER DAMMERI BEARBERRY COTONEASTER DIETES BICOLOR FORTNIGHT LILY DIETES BICOLOR FORTNIGHT LILY HEMEROCALLIS HYBRID ' DOUBLE RED' RED DAYLILY z WAX LEAF PRIVET MUHLENBERGIA RIGENS ' REGAI MIST' REGAL MIST DEER GRASS Q INDIAN HAWTHORN BOTANICAL NAME COMMON NAME i!0 D JAPANESE CREEPER ti W 5 GAL cc 22 DO 1 GAL 0Z 154 M (.5) 5 GAL Q 99 z 1 GAL W 4,653 Z 5 GAL 60" O.C. 19 Q 1 GAL 36" o.c. 2,176 < cc l _ O 1,399 M (.5) SIZE SPACING CITY 10' O.C.'4" O.C. 214 M (.5) W ULI L'� `� CJ O J Q J © =0 H- z Z QEr C"5 CSC cc O w W LL 0 O Z v °z z LU g 0 Q a z LL1® w > Z O_ U5 Or W LO ('h 00 D O W Z C inW z Q D c LLl 00 z 2 H z j U) LL 0 Q Zo ^00 F- 0 CC V) � W rLU Q Z Cr U JI.- CL z CL U3 LU s CL 2 w w z z in Z W p Er Cr Q O 0 Q w ¢ � LLj z L) U o. eL d d 0- TURF GRADE 1" BELOW MOWCURB CONCRETE GRADE SHALL BE FLUSH WITH MOWCURB 2500 PSI CONCRETE MOWCURB 12" WIDE MIN. X 6" DEEP TOP OF INFIELD MIX TO BE 1" BELOW MOWCURB SAND SECTION PER DETAIL LC -04 PLAN VIEW GALVANIZED CHAINLINK POST #4 REBAR SECTION 2" FROM POST EDGE 12" WIDE 2500 PSI CONCRETE MOWCURB j3g= �; 112" TOOLED CONTROL JOINT TYP. UNDISTURBED SUBGRADE OR 90% COMPACTED SECTION CHAINLINK FENCE POST #4 REBAR (CONTINUOUS) 2 PLACES @ EACH SIDE OF POST CONCRETE FOOTING (DEPTH PER DEPTH CHART BELOW) TOP OF FOOTING 6" BELOW TOP OF MOWCURB FOOTING SIZE FOR CHAINLINK FENCE HEIGHTS .FENCE HEIGHT FOOTING DEPTH FOOTING DIAMETER I POST DIAMETER 6'0'-810" 18"-24" 8" 2-3/8" 10'0"-12'0" 36" 12" 3-5/8" 160"-18'0" 60" IT 6" NOTES: 1. TOP OF FOOTING MUST BE AT ELEVATION TO ACCOMMODATE 6" DEEP FORM BOARDS AND CONCRETE MOWCURB TO BE POURED AFTER FOOTING AND POST INSTALLATION EXTEND FENCE POST FOOTING 4" ABOVE FINISH GRADE WHEN MOWCURB IS NOT USED AND CHAMFER EDGES 3" AT 45 DEGREE ANGLE FOR DRAINAGE 2, CONTRACTOR SHALL BE RESPONSIBLE FOR BUILDING PERMIT PRIOR TO CONSTRUCTION 3. FOOTINGS MUST BE INSPECTED BY THE DISTRICT PRIOR TO POURING 4. ALL FOOTINGS ARE SUBJECT TO LOCAL CITY AND/OR COUNTY PERMITS AND INSPECTIONS IN ADDITION TO INSPECTION BY THE DISTRICT PER THE DISTRICT'S MINIMUM REQUIREMENTS LD Consulting 2011 (Any deviation or reproduction of this design must be approved in writing by Valley -Wide Recreation & Park District) VALLEY -WIDE RECREATION & PARK DISTRICT CHAIN LINK POST IN MOWCURB ILC -06 REV. 2011 PLAN VIEW F-6" PVC POST FF#4 REBAR SECTION 2" FROM POST EDGE r__S`WIDE 2500 PSI CONCRETE MOWCURB 1/2" TOOLED CONTROL JOINT TYP, 2 RAIL DIAMOND PVC FENCING (IF SPECIFIED) PVC CAP SECURE WITH STAINLESS STEEL TAP SCREW 3 RAIL Y-6" PVC POST @ 8' O.C. MAX. FINISH GRADE 1" BELOW CURB FOR TURF 2" BELOW CURB FOR PLANTERS /"' 2500 PSI CONCRETE FOOTING ixX, 8" DIA, X 3" BELOW POST /`// // //AA UNDISTURBED NATIVE SOIL NOTES: L3, WHERE PVC FENCING IS ADJACENT CONCRETE, TURF OR PROJECT BOUNDARY. PROVIDE A CONCRETE MOWCURB ALONG FENCE LINE TOP OF FOOTING MUST BE AT ELEVATION TO ACCOMMODATE 6" DEEP FORM BOARDS AND CONCRETE MOWCURB TO BE POURED AFTER FOOTING AND POST INSTALLATION ALL FOOTINGS ARE SUBJECT TO SAME REQUIREMENTS INDICATED ON NOTE 4 OF DETAIL LC -06 LD Consulting 2011 (Any deviation or reproduction of this design; must be approved In writing by Valley -Wide Recreation & Park District) VALLEY -WIDE RECREATION & PARK DISTRICT PVC FENCE, FOOTING AND MOWCURB LC -07 RF\/ ?l111 TCMD 11_� ja 7 navaNvwwVVVV`A~ p nrov✓,nvvwvVV\1VV0 n DIAL TWO WORKING BEFORE DAYS BEFORE VOtJ DIG YOU DIG TOLL FREE 1.800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CURB - s'.. • •'� • - •.� a _�® ® L/ R.O.W. • •. _yEO=SfGyT SIDEWALK p + •, 6p5 _ TRACT BOUNDARY o a . •• - ® , r _AIV N C.L. _ _J V a S O AD PLANT SCHEDULE cw r O VINE/ESPALIER NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. BOTANICAL NAME COMMON NAME CALLISTEMON VIMINALIS WEEPING BOTTLEBRUSH LAGERSTROEMIA INDICA RED' CRAPE MYRTLE PHOENIX DACTYLIFERA DATE PALM PRUNUS CERASIFERA PURPLE LEAF PLUM KRAUTER VESUVIUS. 24"BOX X CHITALPA TASHKENTENSIS CHITALPA BOTANICAL NAME COMMON NAME BACCHARIS PILULARIS PIGEON POINT' COYOTE BRUSH CALLISTEMON V. LITTLE JOHN' DWARF BOTTLEBRUSH COTONEASTER DAMMERI BEARBERRY COTONEASTER DIETES BICOLOR FORTNIGHT LILY DIETES BICOLOR FORTNIGHT LILY HEMEROCALLIS HYBRID ' DOUBLE RED' RED DAYLILY LIGUSTRUM JAPONICUM TEXANUM WAX LEAF PRIVET MUHLENBERGIA RIGENS ' REGAI MIST' REGAL MIST DEER GRASS RHAPHIOLEPIS I. HARBINGER SPRING INDIAN HAWTHORN BOTANICAL NAME COMMON NAME PARTHENOCISSUS TRICUSPIDATA JAPANESE CREEPER SIZE Ok CITY WULCOLS 24"BOX 23 L (.3) 24"BOX 52 M (.5) 18- B.T.H. 3 L (-3) 15 GAL 24 M (-5) 24"BOX 12 L (.3) SIZE SPACING QTY 1 GAL 36" o.c. 3,297 L (.3) 5 GAL 48" o.c. 369 M (.5) 5 GAL 48" o.c. 22 M (.5) 1 GAL 36" o.c. 154 M (.5) 5 GAL 48" o.c. 99 L (.3) 1 GAL 24" o.c. 4,653 M (.5) 5 GAL 60" O.C. 19 M ( .5 ) 1 GAL 36" o.c. 2,176 M (-5) 5 GAL 30" o.c. 1,399 M (.5) SIZE SPACING CITY 5 GAL STAKED 10' O.C.'4" O.C. 214 M (.5) NOTE: ALL IRRIGATION AND PLANTING INSTALLATION SHALL BE COMPLETED PER VALLEY WIDE DETAILS AND SPECIFICATIONS WITH VALLEY WIDE SUPERVISION AND DIRECTION NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private landscape architect signing these plans is responsible for assuring — the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private landscape architect MARK BY DATE :PPR DF1 E shall be responsible for determining an acceptable solution and revising the plans for REVISIONS aggrovalb the coup . ENGINEER COUNTY SEAL CAO PREPARED BY: BORTHWICK GUY BETTENHAUSEN, INC. 2444 DUPONT DRIVE IRVINE 949) 476 8616 / FAX (949) 476-8707 April 15, 2014 CERT NO. 2214, EXP 5/31/2016 DATE: GROUND COVERS BOTANICAL NAME COMMON NAME "TEAM CREST" TURF TALL TURF -TYPE FESCUE HYDROSEED - 15 LBS/1,000 SF AVAILABLE CREATIVE HYDROSEED (951) 461-9745 BACCHARIS PILULARIS 'PIGEON POINT' COYOTE BRUSH ROSMARINUS OFFICINALIS HUNTINGTON CARPET' SIZE SPACING QTY SEED MIX 17,325 SF H (.8) ROOTED CUTTINGS 12" o.c. 8,528 L (.3) HUNTINGTON CARPET ROSEMARY 1 GAL 24" o.c. 938 L (.3) NOTES: - ALL PLANTER AREAS TO BE INSTALLED WITH POINT-TO-POINT IRRIGATION SHALL RECEIVE 4" DEPTH MULCH. - ALL PLANTER AREAS TO BE INSTALLED WITH SPRAY IRRIGATION SHALL RECEIVE 3" DEPTH MULCH. REFER TO IRRIGATION PLANS. - ALL TREES WITHIN S FEET OF ANY HARDSCAPE SHALL BE INSTALLED WITH ROOT BARRIERS. REFER TO DETAIL PL -5 ON SHEET 6- - DECOMPOSED GRANITE PATHWAY TO BE STABILIZED. REFER TO DETAIL LC -1 ON SHEET 4. - PROVIDE DRAINAGE IN TURF AREAS ADJACENT TO TRAIL AS REQUIRED TO PREVENT RUNOFF OVER THE TRAIL. REFER TO CIVIL ENGINEERING PLANS. - PROVIDE ALUMINUM EDGING FOR ALL TURF AREAS BETWEEN TUR, DECOMPOSED GRANITE AND PLANTERS ALONG THE TRAIL. REFER TO VALLEY -WIDE STANDARD DETAIL PL -IO, SHEET 6. - TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN THE CVWD AND NSBR EASEMENT OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD - TREE "CLEAR TRUNK HEIGHT" SHALL BE 5'-0" MINIMUM ABOVE FINISH GRADE FOR VIEWING UNDER FOLIAGE CANOPY OF TREES. IF MATURE SPREAD DIA. OF TREE EXTENDS BEYOND THE CURB FACES, THERE SHALL BE 11" MIN. CLEARANCE ABOVE ROAD TO THE BRANCHING / FOLIAGE. - ALL ABOVE GROUND UTILITIES SHALL BE SCREENED BY 5 GAL LIGUSTRUM 'TEXANUM' 5' O.G- REFER TO SHEET & FOR PLANTING DETAILS. NORTH 0 20 40 BENCHMARK: SCALE: H: V: VALLEY -WIDE RECREATION & PARK DISTRICT 80 DEAN WETTER Date: APPROVAL BY VALLEYWIDE RECREATION & PARK DISTRICT IS FOR VALLEYWIDE MAINTENANCE AREAS O{' TR 31118 I.P. Na 130006 SH COUNTY OF RIVERSIDE TRACT MAP NO. 31118 LEON ROAD / JEAN NICHOLAS ROAD VALLEY WIDE STREETSCAPE - LANDSCAPE PLANS PLANTING PLAN 5 OF FOR: MERITAGE HOMES _ W.O. COUNTY PETER VAN EK (951) 547-8320 1 FILE NO. ""' Ok lk "TEAM CREST" TURF TALL TURF -TYPE FESCUE HYDROSEED - 15 LBS/1,000 SF AVAILABLE CREATIVE HYDROSEED (951) 461-9745 BACCHARIS PILULARIS 'PIGEON POINT' COYOTE BRUSH ROSMARINUS OFFICINALIS HUNTINGTON CARPET' SIZE SPACING QTY SEED MIX 17,325 SF H (.8) ROOTED CUTTINGS 12" o.c. 8,528 L (.3) HUNTINGTON CARPET ROSEMARY 1 GAL 24" o.c. 938 L (.3) NOTES: - ALL PLANTER AREAS TO BE INSTALLED WITH POINT-TO-POINT IRRIGATION SHALL RECEIVE 4" DEPTH MULCH. - ALL PLANTER AREAS TO BE INSTALLED WITH SPRAY IRRIGATION SHALL RECEIVE 3" DEPTH MULCH. REFER TO IRRIGATION PLANS. - ALL TREES WITHIN S FEET OF ANY HARDSCAPE SHALL BE INSTALLED WITH ROOT BARRIERS. REFER TO DETAIL PL -5 ON SHEET 6- - DECOMPOSED GRANITE PATHWAY TO BE STABILIZED. REFER TO DETAIL LC -1 ON SHEET 4. - PROVIDE DRAINAGE IN TURF AREAS ADJACENT TO TRAIL AS REQUIRED TO PREVENT RUNOFF OVER THE TRAIL. REFER TO CIVIL ENGINEERING PLANS. - PROVIDE ALUMINUM EDGING FOR ALL TURF AREAS BETWEEN TUR, DECOMPOSED GRANITE AND PLANTERS ALONG THE TRAIL. REFER TO VALLEY -WIDE STANDARD DETAIL PL -IO, SHEET 6. - TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN THE CVWD AND NSBR EASEMENT OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD - TREE "CLEAR TRUNK HEIGHT" SHALL BE 5'-0" MINIMUM ABOVE FINISH GRADE FOR VIEWING UNDER FOLIAGE CANOPY OF TREES. IF MATURE SPREAD DIA. OF TREE EXTENDS BEYOND THE CURB FACES, THERE SHALL BE 11" MIN. CLEARANCE ABOVE ROAD TO THE BRANCHING / FOLIAGE. - ALL ABOVE GROUND UTILITIES SHALL BE SCREENED BY 5 GAL LIGUSTRUM 'TEXANUM' 5' O.G- REFER TO SHEET & FOR PLANTING DETAILS. NORTH 0 20 40 BENCHMARK: SCALE: H: V: VALLEY -WIDE RECREATION & PARK DISTRICT 80 DEAN WETTER Date: APPROVAL BY VALLEYWIDE RECREATION & PARK DISTRICT IS FOR VALLEYWIDE MAINTENANCE AREAS O{' TR 31118 I.P. Na 130006 SH COUNTY OF RIVERSIDE TRACT MAP NO. 31118 LEON ROAD / JEAN NICHOLAS ROAD VALLEY WIDE STREETSCAPE - LANDSCAPE PLANS PLANTING PLAN 5 OF FOR: MERITAGE HOMES _ W.O. COUNTY PETER VAN EK (951) 547-8320 1 FILE NO. ""' -` U I Q J 0 cc LU Y 0 LU S U Z Il a LIJ z c rn Lij rr LU Co Z Z _O F Q It H _W F3 W Er Or LU L1! z 0 z LLI E- S 0 G/) cc LU 0 c. Lu 0 Z 1 02 I W H C!) Z O J Z O H Z LU CL W 0 z z Z L�vL U) W C) F- M 0 –G.- 0 d Z tL1 F ILL ILL O Z Q LD ' ll J Q Z C) p J I-. EL Z (L UL F- Q d W ILL! 0 0 Z Z Q O F U_ Z O 0 U) O Z I-- 0 U) O t - OC 0 LL. Q Q tl WALL OR BUILDING PLANTER AREA TURFAREA SECURE WITH GALV. ANCHORS PER SPECIFICATIONS — 8" TALL PERMALOC CLEANLINE XL ALUMINUM EDGING 0.116" THICK VINE PER PLAN SPREAD ON XLR ADAPTER WALL OR BUILDING LEAN NURSERY STAKE AGAINST WALL ` LL' FOR SELF CLINGING VINES FINISH GRADE 2" THICK BARK MULCH INSIDE BASIN TAPER TO 1/2" AT CROWN ROOTBALL (SET CROWN 1" ABOVE FINISH GRADE) CONCRETE WALK CONCRETE CURB SET AGAINST FOOTING OR D.G. PATH 21 GRAM AGRIFORM PLANTING TABLETS: 1-1 GAL. 3-5 GAL 5-15 GAL, 8-24" BOX 18" ALUMINUM STAKE THAT \ / \ / COMPACTED WATERING BASIN LOCKS INTO XLR ADAPTER , '"\ > , \ ROOT BARRIER TYP. 4" TO REMAIN SUBGRADE V A �r�� �: COMPACTED BACKFILL Aw EXCAVATED SOIL MLW FINISH GRADE NOTES: UNDISTURBED NATIVE SOIL / COMPACTED BACKFILL MIX (PER 1. INSTALL PER MANUFACTURER'S "INSTALLATION GUIDELINES" NOTES:A, ` / / ',� '/ \ �;�, �` PLANTING SPECS/REPORTS) rA , 2 16- SECTION TO INCLUDE (3) 18" ALUMINUM STAKES & (3) XLR ADAPTERS 2X ROOTBALL WIDTH OR APPROVED EQUAL 1.5X ROOTBALL DEPTH COR 3. SECTION TO INCLUDE 18" ALUMINUM STAKES & (3) XLR ADAPTERS 1, ROOT BARRIERS SHALL BE MANUFACTURED BY "DEEP ROOT" 2. ROOT BARRIERS MUST BE INSTALLED FOR ANY TREE WITHIN F OF ANY HARDSCAPE SURFACE 4. CORNERS -CUT BASE EDGINGG UP HALFWAY AND FORM A CONTINUOUS CORNER OR DECOMPOSED GRANITE PATH UNDISTURBED NATIVE SOIL 5, EDGING SHALL BE 1/2" ABOVE SURFACE MATERIAL 3, TOP OF ROOT BARRIERS MUST BE FLUSH WITH GRADE 6, ALUMINUM EDGING SHALL BE MANUFACTURED BY PERMALOK CORPORATION (800) 356-9660 4. PROVIDE 24" BELOW GRADE ROOT BARRIERS ADJACENT CURBS NOTE: OR APPROVED EQUAL 5. PROVIDE 1.8" BELOW GRADE ROOT BARRIERS ADJACENT SIDEWALKS VINES MUST BE PLANTED ALONG ALL TRACT WALLS AT 10' SPACING TYP. 7, FINISH SHALL BE "MF" MILL FINISH 6. PROVIDE BIO -BARRIER FOR TREES AS INDICATED IN SPECS. VINES THAT ARE NOT SELF CLINGING SHALL BE SECURED WITH TIE WIRE PER SPECIFICATIONS ' LD Consulting 2011 (Any deviation or reproduction of ahs design ❑ t be approved in writing by Valle -Vde Recreation 8 Park Distract, LD Consulting 2011 (Any demaf, on or reproduction of this design must be approved In wriTing by Valley -Wide Recreation 8 Park District) LD Consulting 2011 (Any deviation or reproduction of this design must be approved In tending by Va:ley-Wide Recreation 8 Park District) VALLEY -WIDE RECREATION & PARK DISTRICT VALLEY -WIDE RECREATION & PARK DISTRICT VALLEY -WIDE RECREATION & PARK DISTRICT PL -10 PL -08 PL -06 ALUMINUM EDGING REV. 2011 ROOT BARRIER REV. 2011 VINE PLANTING REv. 2011 GROUND COVER PER PLAN 2" MIN. BARK MULCH 4" MIN. THICK BARK MULCH FOR ALL INSTALL PRIOR TO PLANTING PLANTERS AND SLOPES WITH POINT TO POINT IRRIGATION OR FINISH GRADE FOR PLANTER OR TURF 6"-8" AMENDED SOIL OPEN AREAS PER PLAN FINISH GRADE BOULDER (LOCATION AND SIZE PER PLAN) 6"-8" AMENDED SOIL PER SPECS. THROUGHOUT PLANTER AREAS MULCH 1/2" BELOW HARDSCAPE CONCRETE / FINISH GRADE UNDISTURBED SUBGRADE « I EA.5 GRAM FERTILIZER TABLET 80% THICKNESS FOR EACH ROOTED CUTTING \. ' OF BOULDER \ \ O L/ O O 20% THICKNESS OF BOULDER O O O O UNDISTURBED SUBGRADE D D D= ON CENTER SPACING O O O O UNDISTURBED SOIL/AMENDED SOIL 0 V C U U C NOTES: 18" 1. ALL PLANTERS AND SLOPES SHALL RECEIVE BARK MULCH SIDEWALK, WALL OR OTHER EDGE TYP. 2. PROVIDE 2" THICK BARK MULCH WHEN OVERHEAD IRRIGATION IS USED NOTES: NOTES: 3, BARK MULCH SAMPLE MUST BE SUBMITTED FOR APPROVAL PRIOR TO PURCHASE 1. ALL ROOTED CUTTINGS SHALL BE PLANTED 12" O.C. OR CLOSER 4, BARK MULCH SHALL BE 1/2" BELOW ALL WALKING/DRIVING SURFACES BOULDER SIZE AND TYPE SHALL BE APPROVED PRIOR TO PURCHASE OF MATERIAL 5, BARK MULCH SHALL BE LARGE ENOUGH TO AVOID BEING BLOWN AWAY BY WINDS OR ROUTINE 2, ALL BOULDER '_OCATIONS SHALL BE APPROVED BY THE DISTRICT 2. ALL 1 GAL. PLANTS FOR DRIP SHALL BE PLANTED 36" O.C. OR CLOSER MAINTENANCE BUT SHALL NOT BE LARGER THAN 4" � i 'LDConsulting 20 An detest on or reproduction of this design must be approved in wean -reproduction' i b Valle N,de Recreation 8 Park District LD Consulting 2011 An deviation or of this desi n must be a roved in canine b Valle -4Ni Recreation r (Any P 9 p (de R ., ea, &Park District LD Consulting 2011 An deviation or reproduction of this design must be approved In writing b Valley -Wide Recreation 8 Park District P g Y Y ) 9 Y9 Pp ,. Y Y 1 9 (Any p 9 pP 9 Y Y ) VALLEY -WIDE RECREATION & PARK DISTRICT VALLEY -WIDE RECREATION & PARK DISTRICT VALLEY -WIDE RECREATION & PARK DISTRICT BOULDER PLACEMENT PL -11 GROUNDCOVER PLANTING PL -09 BARK MULCH PL -07 REV. 2011 REV. 2011 REV. 2011 \\Tr ORION APPROVAL BY THE DEPARTMENT IS FOR WORK WITHIN THEROAD RIGHT-OF-WAY J/R �J R NOTE; v vv wvwv✓A WORK CONTAINED WITHIN THESE PLANS — SHALL NOT COMMENCE UNTIL AN DIAL TWO WORKING ENCROACHMENT PERMIT AND/OR A BEFORE NwDAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. YOU DIG YOU DIG The private landscape architect signing these plans is responsible for assuring TOLL FREE 1-800.227-2600 the accuracy and acceptability of the design hereon. In the event of discrepancies _..._._._ A PUBLIC SERVICE BY arising after county approval or during construction, the private landscape architect VARK BY DATE UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable solution and revising the plans for - roval by thecoun I ENGINEER WALLACE LABORATORIES, LLC 365 Coral Circle El Segundo, CA 90245 phone (310) 615-0116 fax (310) 640-6863 April 15, 213 Arthur Gu}, aralbgb-mc coin Borthwick Guy 13ettenhausen_ Inc. -444 Dupont Drive Irvine, CA 926:2 RE'. 1 IER I1: 101, SReetWilter Tract 31115 -renoh Vuffey Dear ATT, Sample }l �arnple y2 Sample -3 late p' —4 Sample I iiffe = from the o the +. All 1 samples have moderate alkalinity he pH values ange fi-om 7 �8 20 7 76_ Limestone to present which utducce iron de rcio,ney in iron nether ant c.r acrd loving plants Solitary is modest at .. 76 ruilliathocm for sarmole 1 and lou odrer ethers. SHRUB PER PLAN 2" THICK BARK MULCH INSIDE BASIN TAPER TO 1" AT CROWN ROOTBALL (SET CROWN 2" ABOVE FINISH GRADE TYP.) BERM MUST COVER SIDES OF ROOTBALL 21 GRAM AGRIFORM PLANTING TABLETS: 1-1 GAL, 3-5 GAL 5-15 GAL, 8-24" BOX COMPACTED WATERING BASIN TO 2„ REMAIN IN PLACE 4" FINISH GRADE COMPACTED BACKFILL MIX (PER PLANTING SPECS/REPORTS) 2X ROOTBALL WIDTH 1.5X ROOTBALL DEPTH UNDISTURBED NATIVE SOIL TOP OF 4" DEEP MULCH SHALL NOT BE MORE THAN 2" ABOVE TOP OF PLANT CROWN LD Consulting 2011 (Any deviation or reproduction of this design must be approved in writing by Valley -Wide Recreation 8Park District) VALLEY -WIDE RECREATION & PARK DISTRICT SHRUB PLANTING -04 PR2011 SLOPE SHRUB PER PLAN 2" THICK BARK MULCH TAPER TO 1/2" AT CROWN ROOTBALL (SET CROWN V ABOVE FINISH GRADE TYP.) r` 21 GRAM AGRIFORM PLANTING TABLETS: 1-1 GAL, 3-5 GAL 5-15 GAL, 8-24" BOX COMPACTED WATERING BASIN ' (MAINTAIN BASIN FREE FROM 4„ WEEDS AND HYDROSEED) rya CUT SLOPE TO CREATE LEVEL rT� WATER BASIN r , `. FINISH GRADE COMPACTED BACKFILL MIX (PER PLANTING SPECS/REPORTS) 2X ROOTBALL WIDTH 1.5X ROOTBALL DEPTH UNDISTURBED NATIVE SOIL LD Consult'mg 2011 (Any deviation or reproduction of this design, must be approved In writing by Valley -Wide Recreation & Park District) VALLEY -WIDE RECREATION & PARK DISTRICT SHRUB PLANTING ON SLOPE PL -05 REV. 2011 Recommendations General soil prepmation on a square fiot basis. Brmao°,oast the follmirmg materials °.uniformly. The. rates are per 1,000 square feet. 1rcorporate them homogeneously 6 inches deep. Remove tock, gravel, clods acid debris larger than I inch in diameter: A.aunr mian sulfate (21-0-0) - t potmds for all Potassium sulfate m C s0)-5 Pound., for 2, 3 end 4 'Triple superphosphate 10-45-0-1 1 pounds for 2, 3 and 4 agricultural ey_+sum - 30 pounds for all Orgatie soil amendment - about 3 cubic vauds, sufficient for 3% to 5°,o soil orgatnc matter on a dr} weight basis 1'or the piepa:ntion or - volutuc basis, hon ? eneousiy hrend tho follow rue materials into clews ,ori_ Rates ate akpiegsec per enbie yarch Remove wck, gravel, clods and debris argot than I inch in diantets. Aaunonium stilfate 121-0-0) -- 114 pound for all Potassium sulfate t0 -C-50) - 1,3 powtd for 3 and 4 lripla suporplicaphate (m 15-p 1 l oruncl for', 3 and r ashy rltrnof ups nn 1 1 - pcunds for at' J_ga.u_ soil uncndn rent- abou 15% by eolunnc, sufficient for 3`o to 5°ro soil orarmc matter on a dry weight basis Orga:u:: soil amendment sugsesticrs. L Hinnus material stall have an acid -soluble ash content of no loss than 6% area no Silicon content ( Z* O- C EMWD STANDARD RECYCLED WATER IRRIGATION PLAN NOTES 23. WARNING SIGNS AND LABELS SHALL READ "CAUTION: RECYCLED WATER DO NOT DRINK" AND INCLUDE THE INTERNATIONAL SYMBOL FOR DO NOT DRINK. THE ON THE PLAN; DRINKING FOUNTAIN, DECORATIVE FOUNTAIN, POND, SWIMMING POOL, RESTROOM, OUTDOOR EATING AREAS, BENCHES, PLAYGROUND EQUIPMENT, SWEETWATER TRACT 31118 d 1. THE RECYCLED WATER IRRIGATION SYSTEM SHOWN ON THESE PLANS SHALL BE LOCATION FOR WARNING SIGNS SHALL BE AS CALLED OUT ON THE PLANS AND AT WELLS, ETC. A BLUE COLORED POTABLE WATER WARNING TAPE STATING Q CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE EMWD BOTH SIDES OF ALL DRIVEWAY AND WALKWAY ENTRANCES, AT RECYCLED WATER "CAUTION: BURIED WATERLINE BELOW" SHALL BE INSTALLED OVER THE POTABLE RECYCLED WATER IRRIGATION GUIDELINES, AND EMWD STANDARDS AND METERS AND POSTED EVERY 500' ALONG THE RECYCLED WATER USE SITE WATER SUPPLY LINE FOR THE ITEM AS REQUIRED BY THE EMWD INSPECTOR. LiJ SPECIFICATIONS FOR DEVELOPER'S PROJECTS. PERIMETER. FINAL FIELD LOCATIONS SHALL BE AS DIRECTED BY THE DISTRICT OWNER CONTACT INFORMATION EMWD SHEET NUMBER INDEX 2. THE USE OF RECYCLED WATER SHALL ADHERE TO CDPH TITLE 22, DIVISION 4, REPRESENTATIVE. SITE LANDSCAPE IRRIGATION DISCLAIMER EMWD ON-SITE HERITAGE HOMES � CHAPTER 3 OF THE CALIFORNIA CODE OF REGULATIONS AND THE CURRENT RULES, 1250 CORONA POINTE COURT SHEET# PAGE# DESCRIPTION (D z ORDINANCES, REGULATIONS OF EMWD. 24. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE EMWD'S REVIEW AND APPROVAL OF THE LANDSCAPE DRAWINGS ARE FOR THE PURPOSES W IDENTIFIED WITH A SIGN BEARING THE WORDS "CAUTION: RECYCLED WATER DO NOT OF POINT OF CONNECTION (POC) AND SYSTEM DEMAND DATA ACQUISITION AND CORONA, CA 92879 1 L1.1 TITLE SHEET 1- 3. EMWD REQUIRES THAT A PRE -CONSTRUCTION CONFERENCE BE SCHEDULED PRIOR DRINK", WITH LETTERS AT LEAST 1 INCH HIGH ON A PURPLE BACKGROUND AND WITH A DEPARTMENT OF HEALTH SERVICES USE REQUIREMENTS ONLY AND DOES NOT (951) 547-8320 phone 2 L1.2 SHEET INDEX MAP TO ANY CONSTRUCTION BY CALLING THE EMWD FIELD ENGINEERING DEPARTMENT AT "DO NOT DRINK" SYMBOL SIGN. THE SIGNS SHALL BE PLACED AS TO BE READILY SEEN REPRESENT AN ENDORSEMENT OR APPROVAL OF THE HYDRAULIC ADEQUACY AND 951 547-8301 fax 3 - 6 ( ) L1.3 - 1.6 IRRIGATION PLAN L (951) 928-3777, EXTENSION 4830. BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. RELIABILITY OF THE PLANNED IRRIGATION SYSTEM DESIGN. THE ULTIMATE DESIGN OF CONTACT: PETER VANEK 7 L1.7 IRRIGATION LEGEND AND NOTES 4. THE EASTERN MUNICIPAL WATER DISTRICT OPERATION DEPARTMENT SHALL BE THE IRRIGATION SYSTEM SHOULD ACCOUNT FOR PRESSURE FLUCTUATIONS THAT ARE z NOTIFIED TWO WORKING DAYS PRIOR TO THE START OF CONSTRUCTION AT (951) 25. SIGNS OR DECALS WITH "RECYCLED WATER, DO NOT DRINK" AND THE DO NOT DRINK COMMON WITHIN THE RECYCLED WATER DISTRIBUTION SYSTEM AND INCLUDE ENGINEER CONTACT INFORMATION 8-13 L1.8 - 1.13 IRRIGATION DETAILS N 679-3222. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION SHALL BE SUBJECT TO REJECTION AND REMOVAL. SYMBOL MUST BE POSTED ON PUMP CABINETS, AND ALL ENCLOSURES. INSTALLATION OF A PUMP (WITH LOW FLOW / LOW PRESSURE CUT OFF SWITCH), TO ENSURE ADEQUATE SYSTEM WATER PRESSURE FOR IRRIGATION. RICK ENGINEERING COMPANY 0 26, RECYCLED WATER SPRINKLERS / SPRAY HEADS MUST HAVE PURPLE CAPS, PURPLE 1223 UNIVERSITY AVE., SUITE 240 r Cr 5. WHEN POTABLE WATER IS ONSITE, THE CDPH Q TITLE 22 REQUIRES A CROSS CONNECTION SHUTDOWN TEST TO PRECEDE THE FINAL RELEASE OF THE IRRIGATION COLLARS, AND THE RISERS HAVE A RECYCLED WATER DECAL. LARGE THROW HEADS LANDSCAPE MAINTENANCE RESPONSIBILITY NOTE MUST HAVE PURPLE INSERTS. PURPLE CAPS AND COLLARS MUST BE FIRMLY AFFIXED IT SHALL BE THE RESPONSIBILITY OF: RIVERSIDE, CA 92507 NERSI - _ J o m eNovauer z SYSTEM. THIS TEST WILL BE CONDUCTED BY EMWD. (951) 782-0707 ext. 2782 phone l 9 AumoNT FQ- 6. THE RECYCLED WATER IRRIGATION PLAN IS CONSIDERED A COMPONENT OF THE TO SPRINKLER HEADS. ALL OTHER ABOVE GROUND EQUIPMENTS MUST BE COLORED PURPLE OR HAVE A "RECYCLED WATER, DO NOT DRINK" DECAL OR SIGN. (OWNER/DEVELOPER VALLEY -WIDE PARKS AND RECREATION AND LANDSCAPE MAINTENANCE COMPANY) (951) 782-0723 fax sANJAaN J EMWD I t ` SERVICE AREA RECYCLE WATER IRRIGATION GUIDELINES. CONTACT: RICHARD O'NEIL d,RRILLJ ' ❑0 �" 7. EMWD'S REVIEW, ACCEPTANCE AND APPROVAL OF THE RECYCLED WATER IRRIGATION 27. ALL AUTOMATIC CONTROLLERS MUST BE SET TO OPERATE BETWEEN THE HOURS OF TO MAINTAIN ALL ON SITE RECYCLED WATER IRRIGATION IN ACCORDANCE WITH EMWD I Rem Er I M Z PLAN AND ASSOCIATED DOCUMENTS ARE FOR THE PURPOSES OF DOCUMENTATION 9:00 P.M. AND 6:00 A.M. UNLESS OTHERWISE PERMITTED BY EMWD. ORDINANCE 68 OR LATEST EDITION. UTILITIES SITE - 11 z O OF THE PROJECT SITE AREA AND PROJECT SITE PHASING, POTABLE AND RECYCLED FACILITIES, IRRIGATED AREAS, IRRIGATION SYSTEM COMPONENTS, DATA ACQUISITION 28. PRIOR TO THE FINAL COVERAGE TEST, ONE (1) COMPLETE SET OF LAMINATED EMWD TIME LIMITATION NOTE POWER: SOUTHERN CALIFORNIA EDISON CO. 626-302-1212 WATER / SEWER: EASTERN MUNICIPAL WATER DISTRICT 951-928-3777 muRRlerA- ;t,medULA z LLJ F_ OF THE IRRIGATION SYSTEM DEMANDS, AND COMPLIANCE WITH CALIFORNIA CONTROLLER CHARTS AND IRRIGATION AS -BUILT DRAWINGS SHALL BE PROVIDED TO TELEPHONE G.T.E. 800-483-4000 5 O �L,J to DEPARTMENT OF PUBLIC HEALTH (CDPH) TITLE 22, GOVERNING AGENCY(S) THE DISTRICT. AT EMWD'S DISCRETION, A SECOND COPY OF CONTROLLER CHARTS THE TIME LIMIT ON DRAWING APPROVAL SHALL BE SIX (6) MONTHS FROM THE DATE OF GAS: SOUTHERN CAL. GAS COMPANY 800-427-2200 M I CONDITIONS AND EMWD RECYCLED WATER IRRIGATION GUIDELINES. SHALL BE PLACED IN THE CONTROLLER CABINET. PLAN APPROVAL. IF CONSTRUCTION HAS NOT COMMENCED WITHIN THE STATED TIME, CABLE: TIME WARNER CABLE 888-255-5789 SCOTT ROAD z EMWD REQUIRES DRAWING(S) TO BE REVIEWED BY THE DEVELOPER/DESIGN ENGINEER V) V O 8. THIS PROJECT SITE IS CONDITIONED FOR THE MANDATORY USE OF RECYCLED WATER FOR LANDSCAPE IRRIGATION PURPOSES AND AS A RESULT THE PROPERTY OWNER IS 29, EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE AND/OR ARCHITECT AND RESUBMITTED TO EMWD FOR POSSIBLE CHANGES IN MASTER q NOTES. .J ( PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED PLANNED FACILITIES, SPECIFICATIONS AND STANDARDS. / AMERICANS WITH DISABILITIES C3 d RESPONSIBLE FOR ENSURING COMPLIANCE WITH THESE REQUIREMENTS FROM ALL WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR �~ LLJ Q J TENANTS, LEASE HOLDERS, PROPERTY ASSOCIATIONS, OR ANY AND ALL OTHERS DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. RESPONSIBILITY DISCLAIMER 1. ALL SLOPES SHOWN ON THIS PLAN WERE DESIGNED AT OR BELOW MAXIMUMS BAXTER ROAD 0 � F- Z 0 9. WITH ACCESS TO, OR USE OF THE PROJECT SITE. THE TIME LIMIT ON DRAWING ACCEPTANCE SHALL BE AS INDICATED IN THE EMWD IN CASE OF EMERGENCY, CONTACT: _ PETER VANEK AT 949-307-3482 OR ALL FACILITIES, EXISTING OR PROPOSED, WERE OBTAINED FROM CIVIL PLAN DRAWING ALLOWED BY THE AMERICANS WITH DISABILITY ACT ACCESS GUIDE (A.D.A.A.G.) IN ORDER TO ALLOW FOR CONSTRUCTION TOLERANCES. IT IS THE AtJNICwoLAs p' ROAD OAO Q 8 _ U RECYCLED WATER IRRIGATION GUIDELINES AND AS INDICATED IN THE PROJECT AFTER HOURS, CONTACT _PETER VANEK AT 949-307-3482 SO - 16321 (CIVIL PLAN NUMBER). ACTUAL SIZE AND LOCATION OF FACILITIES SHALL CONTRACTORS RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH z 5 O \ z CONDITIONS OF APPROVAL. PLAN EXPIRATIONS REQUIRE THE RWIP TO BE BE VERIFIED. CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY TIE-IN A.D.A.A.G. AND IN THE EVENT THAT A DESIGN QUESTION SHOULD ARISE, OR A 0 V LAJLU RESUBMITTED TO EMWD. 30. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL LOCATIONS, PIPE SIZE AND TYPE PRIOR TO ANY WORK BEING PERFORMED. EMWD AND FIELD CONDITION PRESENT ITSELF THAT IS DIFFERENT THAN SHOWN ON Q z k -SHALL "LIVING" BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE (LANDSCAPE ARCHITECTURE FIRM) Borthwick, Guy, Bettenhausen, Inc. SHALL NOT BE THESE PLANS, WORK SHOULD CEASE AND THE ENGINEER BE NOTIFIED SO O J <t 10. THE RECYCLED WATER IRRIGATION PLAN IS A DOCUMENT OF RECORD THAT BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION, THE HELD RESPONSIBLE FOR ACTUAL SIZE AND LOCATION. ANY DISCREPANCIES SHALL BE THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED. CL K Q CL SHALL BE UPDATED IF THE PROJECT CONDITIONS, THE SITE PLAN, FACILITIES, RECYCLEDPURVEYOR'S RULES AND REGULATIONS, AND THE SPECIFIC IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DISTRICT ENGINEER. 1- O W IRRIGATED AREA, IRRIGATION DEMAND, OR DATA RELATIVE TO THE SITE CHANGES REQUIREMENTS OF A RECYCLED WATER SYSTEM. SAID PERSON IS REQUIRED TO 2. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK ® ONCE IT VARIES FROM THE ACCEPTED PLAN. DELTA REVISIONS OF THE PLAN SHALL PROVIDE A 24 HOUR CONTACT PHONE NUMBER AND ATTEND APPROVED SITE DECLARATION OF RESPONSIBLE CHARGE RELATING TO A.D.A.A.G. ACCESS FOR THIS PROJECT. SINCE THE CODE DOES z z BE AS DEEMED NECESSARY BY EMWD TO MAINTAIN ACCURATE DOCUMENT RECORDS SUPERVISOR CLASS. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS NOT ALLOW FOR A CONSTRUCTION TOLERANCE, ANY CONSTRUCTION THAT THOMPSON ROAD 0 0 z OF THE PROJECT SITE AND LANDSCAPE IRRIGATION INSTALLATION. SHALL BE PROVIDED TO EASTERN MUNICIPAL WATER DISTRICT. I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, EXCEEDS MAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS CALLED OUT BY Z 11. ANY PROPOSED CHANGES TO A SYSTEM DURING CONSTRUCTION MUST BE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS A.D.A.A.G. ARE SUBJECT TO REJECTION BY THE COUNTY AND MAY BE NOT TO SCALE O 0 z SUBMITTED TO EMWD FOR AUTHORIZATION OF THE CHANGES PRIOR TO THE CHANGE 31. FAILURE TO COMPLY WITH THESE NOTES AND EMWD'S RULES AND REGULATIONS IS A DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE REQUIRED TO BE REMOVED AND REPLACED. J BEING MADE IN THE FIELD. VIOLATION AND COULD RESULT IN SUSPENSION OF SERVICE UNTIL THE APPROPRIATE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 3. SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL THE EXACT VICINITY MAP U W Q v 12. UPON FINAL ACCEPTANCE OF AN IRRIGATION SYSTEM ANY FUTURE MODIFICATIONS CORRECTIVE STEPS HAVE BEEN TAKEN. UNDERSTAND THAT THE PLAN CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS METHODS OR MEANS USED BY THE GENERAL CONTRACTOR OR THEIR © p GENERAL NOTES. S MUST BE APPROVED THROUGH EMWD PRIOR TO THE START OF CONSTRUCTION. SUB -CONTRACTOR DURING GRADING AND CONSTRUCTION OF THE PROJECT, CJ L! EMWD STANDARD NOTE BY THE CITY OF THE COUNTY OF _RIVERSIDE ,THE THE CIVIL ENGINEER OR SURVEYOR ASSUMES NO RESPONSIBILITY FOR FINAL L U 13. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS, ANY RECREATION DISTRICT OF VALLEY -WIDE ,AND EASTERN MUNICIPAL WATER DISTRICT IS - ACCEPTANCE OF A.D.A.A.G. RELATED ITEMS OF THIS PROJECT BY THE COUNTY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE z O WATER WELLS AND/OR WATER COURSES WITHIN THE RECYCLED WATER PROJECT CONSTRUCTION NOTE CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ANY OTHER AUTHORITY OR OTHER AFFECTED PARTIES. CLEARANCE OF THE PROPOSED WORK AREA, AND O SHALL BE SHOWN ON THE PLANS. EASTERN MUNICIPAL WATER DISTRICT REQUIRES THAT A PRE -CONSTRUCTION ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. RELOCATION COSTS OF ALL EXISTING UTILITIES. d EL CL <C Ir 14, DURING CONSTRUCTION, ALL RECYCLED IRRIGATION SYSTEMS SHALL BE CONNECTED CONFERENCE BE SCHEDULED PRIOR TO ANY CONSTRUCTION BY CALLING THE EASTERN COMPLIANCE WITH A.D.A.A.G. CONSTRUCTION REQUIREMENTS WILL BE THE PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION < CL TO A TEMPORARY POTABLE WATER SOURCE AT A T -METER CONNECTION TO A MUNICIPAL WATER DISTRICT FIELD ENGINEERING DEPARTMENT AT (951) 928-3777, FIRM NAME & ADDRESS:-BORTHWICK GUY BETTENHAUSEN, INC - IRVINE, CA 92612 SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THEIR SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF PUBLIC FIRE HYDRANT AS APPROVED BY EMWD. THIS CONNECTION WILL SERVE THE EXTENSION 4830. SUB -CONTRACTORS. CONSTRUCTION (909) 955-6885. IRRIGATION SYSTEM WITH POTABLE WATER UNTIL THE METER IS RELEASED AT INSTALLATION NOTES ALL WORK MUST CONFORM TO VALLEY -WIRE'S CURRENT PROJECT APPROVAL. ALL TEMPORARY POTABLE CONNECTIONS FOR CONSTRUCTION 1. THE RECYCLED WATER IRRIGATION SYSTEM SHOWN ON THESE PLANS SHALL BE SIGNATURE DATE LANDSCAPE ARCHITECTURE NO PERSON, INCLUDING FIRM, CORPORATION, PUBLIC UTILITY COMPANY, STANDARD LANDSCAPE SPECIFICATIONS. OR IRRIGATION MUST BE HI -LINED THROUGH A T -METER AND AN APPROVED ABOVE CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE EASTERN REGISTRATION NUMER PUBLIC AGENCY OR DISTRICT, OR POLITICAL SUBDIVISION, SHALL MAKE ANY zGROUND REDUCED PRESSURE (RP) PRINCIPAL BACKFLOW DEVICE WITHIN 3 FEET OF MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR DEVELOPER'S EXCAVATION OR BACKFILL IN. OR CONSTRUCT, INSTALL OR MAINTAIN ANY MWD NOTIFICATION: METER. NO PURPLE COLORED PIPING OR APPURTENANCES SHALL BE CONNECTED TO PROJECTS. Q= ANY POTABLE WATER SOURCE. 2. HOSE BIBS ARE STRICTLY PROHIBITED ON RECYCLED WATER IRRIGATION SYSTEMS. COUNTY OF RIVERSIDE NOTES IMPROVEMENT, STRUCTURE OR ENCROACHMENT, IN, ON, OVER, OR UNDER, ANY COUNTY HIGHWAY OR THE RIGHT OF WAY THEREOF WITHOUT FIRST MR. JOHN MARTINEZ OF METROPOLITAN WATER LLJy 15. REDUCED PRESSURE (RP) PRINCIPAL BACKFLOW DEVICES MUST BE APPROVED AND POTABLE QUICK COUPLERS ARE NOT ALLOWED WITHIN THE RECYCLED WATER OBTAINING FROM THE COUNTY TRANSPORTATION DIRECTOR AN DISTRICT SYSTEM OPERATIONS GROUP, TELEPHONE TESTED BY AN EMWD APPROVED BACKFLOW TESTER (A LIST OF APPROVED TESTERS IRRIGATION AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK ENCROACHMENT PERMIT PER ORDINANCE 499 (909) 776-2616, SHALL BE NOTIFIED AT LEAST TWO a ARE AVAILABLE UPON REQUEST). COLOR CODING NOTES AREA, AND RELOCATION COSTS OF ALL UTILITIES. PERMITTEE MUST INFORM COUNTY OF WORKING DAYS PRIOR TO STARTING ANY WORK IN THE 00 16. CROSS CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER 3. ALL IRRIGATION EMISSION DEVICES, SUCH AS SPRAY HEADS, ROTORS, BUBBLERS, DRIP CONSTRUCTION SCHEDULE AT LEAST 48 HOURS TO BEGINNING CONSTRUCTION. VICINITY OF THEIR FACILITIES. s LINES ARE STRICTLY PROHIBITED. FINES MAY BE LEVIED. EMITTERS, OR DRIP ASSEMBLIES SHALL BE IDENTIFIED WITH PURPLE IDENTIFICATION HOLD HARMLESS & INDEMNIFICATION CLAUSE 6 BODIES, COLLARS, CAPS, CONNECTORS, ADAPTERS, ETC. TO PERMANENTLY LABEL PHONE: (951) 955-6790 FOR PERMIT CASES (C.U., P.U., OR VOLUNTARY), CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE REQUIRED INSPECTIONS: 0 17. INTERCONNECTION OF IRRIGATION PRESSURE SUPPLY MAINLINES ORIGINATING FROM THE COMPONENTS AS EMITTING RECYCLED IRRIGATION WATER. THE PURPLE CABAZON AND AREA WEST CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, MORE THAN ONE METER IS STRICTLY PROHIBITED. IDENTIFICATION SHALL BE EXPOSED TO THE SURFACE. PHONE: (951) 955-6885 FOR PARMEL MAPS AND TRACT MAPS INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS Pre -construction conference 7 DAYS 18. NO PONDING, RUNOFF OR OVERSPRAY IS PERMITTED. ADJUST ALL SPRINKLER HEADS 4. ALL IRRIGATION RISERS, DRIP LINE; AND COMPONENTS THAT ARE NOT AVAILABLE FROM PHONE: (760) 342-8267 FOR PERMIT CASES EAST OF CABAZON REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL Pressure line installation and testing 48 HOURS Ld n TO MINIMIZE OVERSPRAY ONTO SIDEWALKS, STREETS, DRINKING FOUNTAINS, THE MANUFACTURE WITH PURPLE RECYCLED WATER IDENTIFICATION SHALL BE I AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE NO. 859.2 AND TO APPLY THE WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, Controller installation 48 HOURS Z z DECORATIVE FOUNTAINS, COMFORT STATIONS, PLAYGROUND EQUIPMENT, PICNIC LABELED WITH RECYCLED WATER DECALS OR STICKERS. CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. AND HOLD THE OWNER, DEVELOPER, THE COUNTY OF LOCAL JURISDICTION, Lateral line and sprinkler installation 48 HOURS • TABLES, BBQ, PRIVATE LOTS, POTABLE WATER AREAS AND EQUIPMENT, FOOD 5. ALL IRRIGATION COMPONENTS AND VALVES MUST HAVE A RECYCLED WATER ID TAG V.W.R.P.D. AND THE LANDSCAPE ARCHITECT HARMLESS FROM ANY AND ALL Coverage test 48 HOURS 9 (n PREPARATION, OUTDOOR EATING AREAS, OR NON -DESIGNATED USE AREAS MUST NOT AND A VALVE ID TAG IN A PURPLE VALVE BOX WITH A PURPLE LID. THE PURPLE LID PRIOR TO BACKFILLING, THE PARTY RESPONSIBLE FOR IRRIGATION INSTALLATION SHALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF Final grading 48 HOURS LLJ d BE SUBJECTED TO RECYCLED WATER OVERSPRAY, WINDBLOWN SPRAY, RUNOFF, SHALL BE HEAT BRANDED WITH THE VALVE LABEL. CONDUCT A PRELIMINARY FIELD INSPECTION OF THE IRRIGATION SYSTEM. WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE Weedabatement Observation 48 HOURS Q <( w PONDING, OR UNAUTHORIZED USE. LACK OF PREVENTION, WHETHER BY DESIGN, NEGLIGENCE OF THE OWNER, DEVELOPER, COUNTY OF LOCAL JURISDICTION, Tree &shrub layout &plant material observation 48 HOURS Iz CONSTRUCTION PRACTICE, OR SYSTEM OPERATION, IS STRICTLY PROHIBITED, RECYCLED WATER AND POTABLE WATER SEPARATION CLEARANCE NOTEAFTER PROJECT INSTALLATION, AN AUDIT SHALL BE CONDUCTED BY A CERFTIFIED V.W.R.P.D. AND THE LANDSCAPE ARCHITECT. Finish grade prior to hydroseeding 48 HOURS d V) Li 19. HOSE BIBS ARE STRICTLY PROHIBITED ON RECYCLED WATER SYSTEMS. POTABLE QUICK COUPLERS ARE NOT ALLOWED WITHIN THE RECYCLED WATER IRRIGATED THE RECYCLED WATER IRRIGATION MAINLINE IS SHOWN DIAGRAMMATICALLY FOR CLARITY PURPOSES ONLY. THE RECYCLED WATER IRRIGATION MAINLINE MUST; IRRIGATION AUDITOR AND FINDINGS STATED IN A REPORT. Final walk (commencement of maintenance) 7 DAYS Monthly maintenance walk 48 HOURS LJ AREA. 6. BE INSTALLED WITH A 4' (FOOT) MINIMUM HORIZONTAL CLEARANCE FROM ALL POTABLE APPROVAL TIME LIMITATION Final inspection 7 DAYS M > F- z \ 20. QUICK COUPLING VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER WATERLINES AND FIRE LINES. 7. BE INSTALLED WITH A V (FOOT) OF VERTICAL CLEARANCE AND BE LOCATED UNDER ALL APPROVAL SHALL BE SIX (6) MONTHS FROM THE DATE OF APPROVAL INSPECTION NUMBER (951) 660-4700 '� USE WITH BRASS CONSTRUCTION, A SPECIAL QUICK COUPLER KEY WITH AN ACME POTABLE WATERLINES AND FIRE LINES. SIGNATURE. IF CONSTRUCTION HAS NOT COMMENCED WITHIN THE LISTED Z _] {' O THREAD FOR OPENING AND CLOSING THE VALVE. QUICK COUPLER VALVES CANNOT BE 8. WHERE THE RECYCLED WATER IRRIGATION MAINLINES MUST BE INSTALLED ABOVE THE TIME, VALLEY -WIDE RECREATION AND PARK DISTRICT RESERVES THE RIGHT 1\ t3 0 LOCATED WITHIN 50 FEET OF FOOD PREPARATION, OUTDOOR EATING AREAS. OR POTABLE WATERLINE, A 4" (INCH) MINIMUM VERTICAL CLEARANCE MUST BE TO REVIEW DRAWINGS FOR POSSIBLE REVISIONS DUE TO CHANGES IN V J I DESIGNATED CHILDREN PLAY EQUIPMENT OR WITHIN THE FENCED PERIMETER MAINTAINED AND THE RECYCLED WATER IRRIGATION MAINLINE MUST BE INSTALLED IN SPECIFICATIONS AND STANDARDS SURROUNDING SWIMMING POOLS. ED >_ A CONTINUOUS SLEEVE (PVC CLASS 200 PIPE MINIMUM) WHICH EXTENDS A MINIMUM a J 21. ALL ON-SITE RECYCLED WATER PIPING INSTALLED ON THIS PROJECT SHALL BE OF 10' (FEET) EACH SIDE OF THE POTABLE WATERLINE OR FIRE LINE. TOTAL VALLEY -WIDE AREA. N J p PURPLE IN COLOR, PANTONE 522C AND IDENTIFIED IN ACCORDANCE WITH THE OMISSION STATEMENT _- W CURRENT CDPH GUIDELINES AND EASTERN MUNICIPAL WATER DISTRICTS STANDARDS AREAS SENSITIVE TO RECYCLED WATER IRRIGATION MUST MEET THE ENVIRONMENTAL GENERAL NOTES 119,013 S.F. (2.73 ACRES) Dom,. z AND SPECIFICATIONS. RESTRICTIONS ASSOCIATED WITH THE PROJECT SITE AREA. L`I 22. WARNING TAPE FOR THE RECYCLED WATER PIPING SHALL BE PURPLE IN COLOR, INITIAL WHICH APPLIES: 1. ALL WORK SPECIFIED HEREIN SHALL BE PERFORMED PER APPLICABLE LAWS, CONTINUED LANDSCAPE MAINTENANCE PROVIDED F F- PANTONE 522C, WITH THE WORDS "CAUTION: RECYCLED WATER" IMPRINTED IN THERE ARE NO DRINKING FOUNTAINS, DECORATIVE FOUNTAINS, PONDS, ORDINANCES, AND REGULATIONS. BY: VALLEY -WIDE RECREATION L, < MINIMUM 1 INCH HIGH LETTERS. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. RESTROOMS, OUTDOOR EATING AREAS, BENCHES, SWIMMING POOLS, 2, CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL REPORT ANY PER AGREEMENT DATED: W W a L,,,I THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY ABOVE THE RECYCLED WATER IRRIGATION MAINLINE. PLAYGROUND EQUIPMENT, OR WELLS ON THE SITE. DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. `A' MWD NOTES z z THE FOLLOWING SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER Q z OVERSPRAY; MIST, OR RUN-OFF. 3. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO LLJ p START OF WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED TO SAME. NOTE: MWD NOTES: F- ONE OR MORE OF THE FOLLOWING ITEMS EXIST ON SITE AND IS CLEARLY LABELED NO CHANGES OR SUBSTITUTIONS ARE TO BE MADE WITHOUT i. RECYCLED WATER IRRIGATION PRESSURE MAINLINES MUST MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL CLEARANCE FROM EDGE OF MWD PIPELINE. t` S L+- d 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY REVISION TO THE PLANS. 2. RECYCLED WATER IRRIGATION POINT OF CONNECTION EQUIPMENT MUST MAINTAIN A MINIMUM OF 10 FEET Z FOR JOB SITE CONDITIONS DURING THE COURSE OF CONTRUCTION OF THIS PROJECT, OF HORIZONTAL CLEARANCE FORM EDGE OF MWD PIPE LINE. 0 Q SUMMARY DATA TABLE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THE REQUIREMENTS SHALL 3. RECYCLED WATER IRRIGATION PRESSURE MAINLINES CROSSING MWD PIPE LINE MUST MAINTAIN MINIMUM. V Il' ILLJ V) Z /irr r r ri / _... ,_ ___„ . _._,._.. _, . . _. _. ,,, � _/ , „ „/ ,.., i __. _, .,.., ,. ,,,,, ,,, ... ,,. ,.::,, , ,,,:. � ..., r„ ,., /.,:r r/..�/.// r - � ,,r �i/ -..r � .r , ..., .._. ,.. __ .. /i/ APPLY CONTINUOUSLY LIMITED TO NORMAL WORKING HOURS AND THAT PL SLY AND NOT BE L MITE � THE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNER AND HE LANDSCAPE ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN RM IS EXCEPTING FOR CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT IDE RECREATION VALLEY WIDE _ FOOT VERTICAL CLEARANCE AND SLEEVE WITH HDPE PIPE WITH FUSION WELDED JOINTS OR CONTINUOUS STEEL SLEEVE WITH GROUT IN THE ANNULAR SPACE AND CATHODIC PROTECTIONUNLESS COATED WITH SEE LE I EXTENDING SO FEET BEYOND THE EDGES OF MWD PIPELINES. NON CONDUCTIVE MATERIAL), ERTEN I 4. CONTRACTOR DEVELOPER TO NOTIFY MWD WATER SYSTEM OPERATIONS GROUP ETHER DARWIN POTTER OR CONTRACTOR/ DEVELOPER r _ ,, r �e r ✓ r „_ LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE LANDSCAPE &PARK DISTRICT APPROVAL -T:- GERRI MICHAEL AT 951 926 5853 PRIOR TO STARTING ANY WORK INCLUDING POTHOLIN ( ) OF MWD , LAJ V)rrr ----- // rr r : i« %/' �.. o�/ ARCHITECT SLABS, N THE VICINITY OF MWD FACILITIES. SLA PIPELINE AND PROTECTIVE U j V ....,✓ , .:. , , ,.., ., -- - 5. CONTRACTOR TO PROVIDE A NINETY (90) DAY MAINTENANCE CONTRACT TO BE PAID FOR z U 1 116+$2.88 SD -16321 102,618 119;01: AS. sP 40 $-- 40' 1 1,`2 2 BY DEVELOPER. ix NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT tL Of STATION IS 120' FROM BAXTER ROAD CENTERLINE 6. ALL LANDSCAPE INSTALLATION SHALL BE PERFORMED BY A LICENSED CONTRACTOR IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. Q fi WITH A C-27 LICENSE OR GREATER, Dean Wetter Date: DIG ALERT BENCH MARK REVISIONS ACCEPTED BY r wo13270. : DESCRIPTON: RIVERSIDE COUNTY DESIGNATION a �PNDscgpF 9'Pcy EASTERN MUNICIPAL WATER DISTRICT COUNTY OF RIVERSIDE BEFORE yoG v T-42-81 (RESET) NAVD 29 ELEV 1335.240' ,�OQ'� D Gly Borthwick Gu Bettenhausen Inc. 5 �N - y '% 13229 PGwo. �P Call: TOLL FREE _ TRACT 31118 / IF 130006 1 -BOL) -227-2600 LOCATION: AT THE INTERSECTION OF BENTON ROAD ANDo BRIGGS ROAD, IN THE NORTHWEST CORNER OF Jeff Kraus a -� - jkraus@bgb-inc.com NEW BUSINESS DEVELOPMENT CIVIL ENGINEER DATE RECYCLED WATER USE IMPROVEMENTS DOPP. RWUE: ACCEPTANCE DATE 14A-1 OR THE INTERSECTION 69' NORTHWEST OF POWER atureDEPARTMENT * * 811 POLE X1 1447E ON THE LINE WITH MAILBOXES, 17' NORTH OF BENTON. 15'WEST OF CENTERLINE April 15, 2014 2444 Dupont Drive, Irvine CA 92627 Date TITLE SHEET COORD. RWUP NEW BUSINESS P.C. Q'a DATE: OPERATIONS BRIGGS, SET FIBERGLASS WITNESS POST 1' p 5!311216 �P 9 � VALLEY -WIDE STREETSC'+APE I.D. 98 1 13 SHT. _ OF 9/6/2013 JK MARK APPR GATE WEST OF MONUMENT r 949-476-8616 p 949-476-8707 f � OF CAL SFO DRAWN BY LEON ROAD NICHOLAS ROAD ENGINEERING If .JEAN S.A. 34 D-45654 ART GUY DESCRIPTION EMWD POS ENGINEER TWO FULL WORKING. DAYS BEFORE YOU DIG CHECKED BY: 61%13"O gmwV CL I MWD PIPELINES EMWD STANDARD NOTES 4. ALL IRRIGATION RISERS. DRIP LINE, AND - _ - COMPONENTS THAT ARE NOT AVAILABLE FROM POC METER DATA TABLE G- CL '' ° s EMWD CONSTRUCTION NOTE EASTERN MUNICIPAL WATER THE MANUFACTURE WITH PURPLE RECYCLED WATER IDENTIFICATION SHALL BE LABELED WITH MWD NOTES DISTRICT REQUIRES RECYCLED WATER DECALS OR STICKERS. tal i , j ' ' -' 15.8 - THAT APRE-CONSTRUCTION CONFERENCE BE SCHEDULED PRIOR TO ANY CONSTRUCTION BY 5 ALL IRRIGATION COMPONENTS AND VALVES 1. RECYCLED WATER IRRIGATION PRESSURE P.O.C. DESIGNATION 1 f r / CALLING THE EASTERN MUNICIPAL WATER DISTRICT FIELD ENGINEERING DEPARTMENT AT (951) 928-3777, MUST HAVE A RECYCLED WATER ID TAG AND A VALVE ID TAG IN A PURPLE VALVE BOX WITH A MAINLINES MUST MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL CLEARANCE FROM EDGE STREET STATION , 14+$4 IRRIGATION LEGEND: (track 31 118 VW) 1' EXTENSION 4830. PURPLE LID. THE PURPLE LID SHALL BE HEAT OF MWD PIPELINE. 2RECYCLED WATER IRRIGATION POINT OF r LLJ` - WD 12 ' EA MINT --- BRANDED WITH THE VALVE LABEL . CONNECTION EQUIPMENT MUST MAINTAIN A SERVICE LATERALLINE (IN) 2` FEBCO 8500 SERIES DOUBLE CHECKBACKFLOW PREVENTION DEVICE IR -12A e I r� ' 33.6 INSTALLATION NOTES MINIMUM of 10 FEET OF HORIZONTAL RECYCLED CLED iVATER METER SIZE -(IN 1r`2" INSIDE A SENTRY MAX SECURITY LOCK -DOWN. 1. THE RECYCLED WATER IRRIGATION SYSTEM RECYCLED WATER AND POTABLE WATER SEPARATION CLEARANCE FORM EDGE OF MWD PIPE LINE. CONTACT D&M MANUFACTURING INC. AT 951-674-1908 C2O - SHOWN ON THESE PLANS SHALL BE CLEARANCE NOTES 3. RECYCLED WATER IRRIGATION PRESSURE 'EMWD METER DETAIL REFERENCE NUMBER PB -1A LLJZ p I I II I I EXI TING 24" 1 1/2" a CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE EMWD RECYCLED INTER THE RECYCLED WATER IRRIGATION MAINLINE IS SHOWN DIAGRAMATICALLY FOR CLARITY PURPOSES MAINLINES CROSSING MWD PIPE LINE MUST MAINTAIN MINIMUM 1' (FOOT) VERTICAL DESIGN MAX FLOW GPM 40 YARDNEY MCS2-V1 FLANGED FILTER - CONTRACTOR SHALL PROVIDE CUT IR -12C t7 'Q I �lF�{E: YGLED W T RLI E 33.8 IRRIGATION GUIDELINE AND EMWD STANDARDS ONLY. THE RECYCLED WATER IRRIGATION MAINLINE MUST; CLEARANCE AND SLEEVE WITH HDPE PIPE WITH CHEMICAL INJECTION SYSTEM �Y/N'). YES SHEET TO EMWD V) { ; I i M' D SD -163 1� , C19 �1 , , 1 1/2 AND SPECIFICATIONS FOR DEVELOPER'S PROJECTS. 6. BE INSTALLED WITH A 4' (FOOT) MINIMUM FUSION -WELDED JOINTS OR CONTINUOUS STEEL SLEEVE WITH GROUT IN THE ANNULAR SPACE AND CATHODIC PROTECTION(UNlE55 COATED .BOO STER PUMP (PSI BOOST j'. RAIN BIRD PESB-PRS SERIES ELECTRIC CONTROL VALVE REFER TO IR -1 W i }- I 40.0 r 2. HOSE BIBS ARE STRICTLY PROHIBITED ON HORIZONTAL CLEARANCE FROM ALL POTABLE WATERLINES AND FIRE LINES. WITH NON- CONDUCTIVE MATERIAL )' '.METER ELEVATION (FT) 'E2I"1(j POC. PROVIDE 1" RAINBIRD PESB RCV FOR AUTO FLUSHING. STANDARD DETAIL IR -8. IN } RECYCLED WATER IRRIGATION SYSTEMS. EXTENDING 10 FEET BEYOND THE EDGES OF Z 1- ©° e ` C18 1 1/2" ( I ' POTABLE QUICK COUPLERS ARE NOT ALLOWED WITHIN THE RECYCLED WATER IRRIGATION AREA. 7. BE INSTALLED WITH A 1' (FOOT) OF VERTICAL CLEARANCE AND BE LOCATED UNDER ALL POTABLE WATERLINES AND FIRE LINES. MWD PIPELINES. 4. CONTRACTOR/DEVELOPER TO NOTIFY MWD WATER SYSTEM OPERATIONS GROUP ETHER - .... ....._ PRESSURE RANGE PSI)` DESIGN PRESSURE (PSI) •... 4C1 $8 RAIN BIRD PESBR-PRS-D SERIES DRIP REMOTE CONTROL VALVE ASSEMBLY. FERTIBOOST 1 FERTILIZER INJECTION SYSTEM IR -2 IR -18 OG W 0< d ; Li 33.6 ' ' I I - ' " ' " - COLOR CODING NOTES 8. WHERE THE RECYCLED WATER IRRIGATION MAINLINES MUST DARWIN POTTER OR GERRI MICHAEL AT (951) - CONTACT: GREEN PRODUCT SALES, DARYL GREEN AT co tb >- C17 4 3. ALL IRRIGATION EMISSION DEVICES, SUCH AS BE INSTALLED ABOVE THE 926-5853 PRIOR TO STARTING ANY WORK, TOTAL AREA SERVED (SF) 1Q2;618 619-232-7867 FOR ASSISTANCE IN SPECIFYING AND p ~ ( '�•• : O I I ( ' 1 1/2" ' II `� SPRAYHEADS, ROTORS, BUBBLERS, DRIP POTABLE WATERLINE, A 4" (INCH) MINIMUM VERTICAL CLEARANCE MUST BE MAINTAINED AND INCLUDING POTHOLING OF MWD PIPELINE AND PROTECTIVE SLABS, ANNUAL. WATER. USAGE.(ACREtFT) 7.8 AF/YRLU INSTALLATION OF THE INJECTION SYSTEM. Z Q LLIC16 ! _j 3 - 36.1 I - -. { i EMITTERS, OR DRIP ASSEMBLIES SHALL BE IDENTIFIED WITH PURPLE IDENTIFICATION BODIES, COLLARS, CAPS, CONNECTORS, THE RECYCLED WATER IRRIGATION MAINLINE MUST BE INSTALLED IN A CONTINUOUS SLEEVE IN THE VICINITY OF MWD FACILITIES. EM4�t3 REFERENCE DRAWING NUMBER- - SD -1632`E' NELSON 7645NP ACME THREAD QUICK COUPLING VALVE W/ LOCKING PURPLE COVER IR -3 ) „ II (PVC CLASS 200 PIPE MINIMUM) WHICH EXTENDS • DURA #548-007 FLUSH CAP. INSTALL DRIP FLUSH ASSEMBLY PER DETAIL. IR -34 O -.- Lel 1 1/2" , ADAPTERS, ETC. TO PERMANENTLY LABEL THE COMPONENTS AS EMITTING RECYCLED A MINIMUM OF 10' (FEET) EACH SIDE OF THE INITIAL SOURCE OF WATER SUPPLY RECYCLED Q M Q i ? 8 gq ' , , "" IRRIGATION WATER, THE PURPLE IDENTIFICATION POTABLE WATERLINE OR FIRELINE. IRRIGATION TYPE (DRIP, SPRAY, ROTOR, ETC) DRIPISPRAY Pq NIBCO T-580 ISOLATION BALL VALVE WATTS 815-4SA-SS-NC-FF NORMALLY CLOSED MASTER VALVE. IR -4 IR -15 Q I i , C 1 , , SHALL BE EXPOSED TO THE SURFACE. [WATER WINDOW RESTRICTED NO _ d t 1„ *; ( i 1 CALSENSE FM -1.25 FLOW SENSOR. AS PART OF CALSENSE CONTROLLER ASSEMBLY, REFER TO IR -16 LLJ Q 20.A C1 + _., ..._. _ - E FOR SIZE AND MODEL NUMBER CONTROLLER SCHEDULE, A z ® ; CALSENSE CALSENSE ET2000e SERIES CONTROLLER. REFER TO POC IR -20&0 - I- Z t ' j Is 33. ! ' \ V EXISTING,#* t,)TA L \ "' !�` F O CONTROLLER SCHEDULE, SEE SHEET 6, FOR MODEL NUMBER AND SIZE. PROPOSED RECYCLED WATER METER PROVIDED FOR AND INSTALLED BY OTHERS, --- Ld Li ( I C1I WATER Lh " t - 1 1� \ FOR SIZE AND FLOWS, REFER TO POC SCHEDULE THIS SHEET JZ F- \ I'� ( ' ' I ® APPROVED RECTANGULAR PLASTIC SPLICE BOX IR -28 - 1 g CIL ' I' / 20 0 C12 i p ® II Q I IOf �:. r CONTRACTOR SHALL RUN THREE (3) SPARE WIRES FROM THE CONTROLLER TO EACH END OF THE MAIN LINE RUN. MAKE A LOOP FROM AN ADDITIONAL SIX FEET S (� I ( / I II I I 2 6 SLEEVES O OF WIRE AND INSTALL THE LOOP INSIDE A 10" ROUND VALVE BOX. BRAND THE LID „ OF THE VALVE BOX WITH THE LETTERS SW FOR FUTURE IDENTPFIGATION. ALL Z ui I Z I PROPOSED RECYCLED I L ;I i ® III (1) 4" SLEEVE ( MAINLINE - SEE PLAN S E I SPARE WIRE SHALL B A DIFFERENT COLOR FROM CONTROL WIRES. W ;. 6 Z ? I ® I SII O FOR SIZE APPROVED PVC SCH 40 IRRIGATION WIRE CONDUIT SEE NOTES FOR SIZE ( ) IR -23 ® Q 13.1 I I 50 ; I APPROVED PVC SCH 40 IRRIGATION SLEEVE (SEE NOTES FOR SIZE) IR -23 Y d C11 ' PROPOSED RECYCLED C37 _- R APPROVED PVC 315 RECYCLED WATER PRESSURE LINE IR -23 LLJQ ` ' I 1" ' MAINLINE -SEE PLAN 1„ \ FOR 2" DIAMETER AND LARGER (TYP.) © W E '; ( ( 29.8 r 1 C1 FOR SIZE i : i 1 " 112" ��l�«� M .... ._ - '-' - �. e,. _ 9.7 4 APPROVED PVC SCH 40 RECYCLED PRESSURE LINE IR -23 > ? 1" FOR 1 1/2" DIAMETER AND SMALLER (TVP.) Q w LL C,) I e I , 39.5 r 10' MIN- }� I. �t, Q GARRET SEE NOTES IN-LINE BOOSTER PUMP ASSEMBLY A 1 1/2" I, 33.6 ' , LOCATE MAINLINE 2' AWAY FROM EDGE OF 1 ::....... .................................. U -- --- ---•....................................... ...I i-- JEAN NICHOLAS ROAD JCL ........ .............._.. ..--.-.-..-.................. / ..-----........ ..................7..........., ..._,..._. C38 6.0 C39 -� - __ ........ -�.�.. CONTROLLER VALVE CALL -OUT i r TURF, THIS SIDE I ,.--� 1' C40 W d 29.4 ,,. c „ � �, \, -- --- -", J A/V /VjCt1OC 4S ROAD GALLONS PER MINUTE Q CONTROLLER STATION NUMBER tsa j ' C5 I �, 1 1/2" 34.7 [C6 5 CONTROL VALVE SIZE Et) � 8.5 1 1/2' °° I I C4 _ . O i , C3 TRAILSIDE CIRCLE TRAILSIDE CIRCLE i- 1L p o I „ ( z z" ; ! TRAILSIDE CIRCLE Q 1 33.8 TO BE C2. - I HOT �' f Uj-- Ld Q Z w � ' TAPPED 38.6 ci 11/2 � E t <,"„"; EXISTING 8" POTR / WATER LINE .. ,, z{' t- N • i I h ® (Ji t0G1 \ 's j! )UMIN. l '' I y I Z I (2) 6'' SLEEVES Uj Z tV Z o a ' RECYCLED WATER ! I 1" LANDSCAPE SERVICE PROPOSED TO BE ABANDONED MAINLINES£ I I 5.4 SERVICE SIZE RECYCLED P ; " LAN I ; ® I I i- j I C30 i , c� (1) 4 SLEEVE ,.... , PROPOSED RECYCI'=t) MAINLINE `SEE PLAN ,. Q © IY I ; 120' NORTH OF CENTERLINE FOR C23 FOR SIZE OF BAXTER _ 1' Q J ( I t 2 e i W H L'' I ' - . . C29 z F- Q 4 c 0 6 1 E 1STING 24" 112 �.� m8:5 C24 C25 C26JEAN NICHOLAS ROAD C31 C32 W W W R�CYCLED WAT2R LINE EXISTING 18"1.. EMWD SD-16321POTABLEWAJ,R 1., .. LINE 1" Q Z _ E- 0 C9 LL V) 0 0 L1j V) NOTE: NOTE: REFER TO SHEET 1 AND S REFER TO SHEETS -12 FOR FOR IRRIGATION NOTES, IRRIGATION DETAILS. VALLEY WIDE RECREATION 0 40 80 120 160 `� ALL IRRIGATION AND PLANTING INSTALLATION HALL BE COMPLETED S ~ & PARK DISTRICT APPROVAL NORTH PER VALLEY WIDE DETAILS AND SPECIFICATIONS WITH VALLEY WIDE _ ®w w SUPERVISION AND DIRECTION NOTE: NO LOW HEAD DRAINAGE ALLOIUED - SEE LEGEND FOR CHECK VALVES. > or v LOCATION OF IRRIGATION LINES AND SYMBOLS ARE DIAGRAMMATIC. ALL I I TION IR" J EL Q SHALL BE PLACED IN PLANTING AREAS EXCEPT WHEN CROSSING PAVEMENT. A "' NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT CL q � IRRIGATION COMPONENTS TO COMPLY FOR FUTURE RECYCLED WATER IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. Dean Wetter Date: DIG ALERT BENCH MARK REVISIONS ACCEPTED BY: � /!f �/) 7 13270 y�r, DESCRIPTON: RIVERSIDE COUNTY DESIGNATION �nNoscaPE _ �'�o EASTERN MUNICIPAL WATER DISTRICT COUNTY OF RIVERSIDE O wo: gEc°as T-42-81 (RESET) NAVD 29 ELEV 1335.240' Borthwick, GUS/ BettenhauSen, Inc. 0Q'D Gni 13229 Pcwo; Call, TOLL FREE AT THE INTERSECTION �� Qg� ,ym TRACT 31118 / IP 130006 _ 1-600-227-2600 LOCATION: OF BENTON ROAD AND BRIGGS ROAD, IN THE NORTHWEST CORNER OF THE INTERSECTION 69' NORTHWEST OF POWER Jeff Kraus - jkraus@bgb-inc.com n NEW BUSINESS DEVELOPMENT CIVIL ENGINEER DATE RECYCLED WATER USE IMPROVEMENTS D©PP RWUE: DEPARTMENT ACCEPTANCE DATE 14A-1 COORD. RWUP:_ OR 811 POLE X1 1447E ON THE LINE WITH MAILBOXES, 1T NORTH OF BENTON. 15'WEST OF CENTERLINE 2444 Dupont Drive Irvine CA 92627 il5, e * April 15, 2014 - * Date _-- INDEX MAP BRIGGS, SET FIBERGLASS WITNESS POST V r sr Q'a $13 M1,Zo'"6 p DATE: NEW BUSINESS P.C. OPERATIONS WEST OF MONUMENT 949-476-8616 p 949-476-8707 ATF OF CA`IFO�a\ DRAWN BY: f VALLEY -WIDE STREETSCAPE I.D. 98 SHT 2 OF �3` 9/6/2013 JK MARK APPR. DATE TWO FULL WORKING DAYS BEFORE YOU DIG CHECKED BY: ENG VEERING LEON ROAD / JEAN NICHOLAS ROAD S_A. 34 D-45654 ART GUY DESCRIPTION EMWD POS ENGINEER gmwV a._ _i"IATGNL ( S BO�EF= CL 1 I % ' 1 POC METER DATA TAE�LE / ", � 314° 4'aa" i i !. z �.s ;..✓/�/%��/�`6 i! �J�� , z LLJ5 = �.,, I 314" 314" 1 ��� a- PIPELINES '�I 3r4° ' BLOCk WALL I iI II PER EVELOPkSMWD P.O C. DESIGNATION 1 STREET STATION 1484 UJI I ) WALL AND FENCE PLAN SERVICE LATERAL LINE SIZE 1N), 2" ' 14 y ( 314'3/4" 3/4" - C.L. i �I, "' 314" 31a" ( i i I I I RECYCLED WATER METER S O 1 1f2 EMWD METER DETAIL REFERENCE NUMBER PB -10A P**ft LLJZ N ® q EXISTING RECYCLED WATER LINE— @ e r" tl 314" i 314': 31a" 314^ , WD EASE ENT TRACT BOUNDAFI Irit a° j ' h' 314" 3/q° ( I Ii 13.1 C11 I DESIGN MAX FLOW (GPM) 40 CHEMICAL INJECTION' SYSTEM (YIN) YES LaJ EMWD SD 113332'T,it I �, � i' � € rI � 1„ �, � � j � � /29 8N � BOOSTER PUMP [[PSI BOOST) Sf} 4 ) II . I I BLOCK WALL - i' 1" � �� I METER ELEVATION (FT) 1410 Q td) C,L. e 3/4" II ' 1 I PER - DEYELOPER'S 314^ 314" i .. 111 " 14" ir 39.5 C9 PRESSURE RANGE (PSI) 40 DESIGN PRESSURE (PSI) 88' co LLIe ' , ala 3/a°' 314° II WALLAND- t ,: ! z v2^ L A „ OC TE 314 MAINLINE 2 1 vz" - D3 > F- TRACT BOUNDAR$ �^ ,; 3/a" 1 FENCE PLAN I I : , t g 2 3/4° sq^ AWAY AWAY TURF, FROM EDGE OF THIS SIDE 33.6 ((( C8 TOTAL AREA SERVED (SF) 102.618 ANNUAL WATER USA GE (AC1I tFT) 7.8 AFIYF2 0 I { _ `� ^ W i4 314" ` III SCALE I a ,y., M- I� va^ 3;a° 406 ii 1 1/r , I I EMWD REFERENCE DRAWING NUMBER' SD -16321 Lad m 314" 314" I ( �Ia , I I I INITIAL SOURCE OF WATER SUPPLY RECYCLED TYPE SPRAY, ROTOR, ETC) DiIPISPRAY 1 ) Z 'li 314" t 1"g I ® 'P` i 2 " PROPOSED RECYCLED I IRRIGATION (DRIP, V) Z4 EL IL ( 1` 38' D„ � 1 t yy 3l�" \` L. I '' Q ® ��/ �� I � , 1 I 31a'• `` t 4 ' I MAINLINE - SEE PLAN � FOR SIZE WATER WINDOW RESTRICTED NO = Z © ` I1 h I 314' ' 314" 3i4^ a r' 314" m 314" 2 i ■/178 /I' 021 1 1 LL ;_.. .,-• e e ® ' , 1 314" 314' 2 V2^ ( 35.3 EMWD STANDARD NOT ES EMWD CONSTRUCTION NOTE e W U z Z Lal ll-€� ' i ,° ` : 11/4' \ 314" 2° #' 3/a" ., j ..., I 1 33.6 I i� C20 5 LL' o 1 , �i I" ,yy I i 1 0 „ i" "� 31a^ 2112" 21/2" I CT ' 1 4/2 ' 347 l EASTERN MUNICIPAL WATER DISTRICT REQUIRES THAT A PRE -CONSTRUCTION CONFERENCE BE SCHEDULED PRIOR TO ANY CONSTRUCTION BY CALLING THE EASTERN MUNICIPAL WATER DISTRICT FIELD ENGINEERING DEPARTMENT AT 951 928-3777, EXTENSION 4830. ( ) S dam. © W I I 314 3/4^ sla 1 1/2" 33.8 - ; 3/a.I t 114,. 14" r`"� sra- '� I 314° 314" 1114" ' 06 1 1/2" _-'- 3 INSTALLATION NOTES 1. THE RECYCLED WATER IRRIGATION SYSTEM SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN C) Lii CLJ PNT' B ; i II - l C 19 ' I 1114 a ( � I� BLOCK WALL ACCORDANCE WITH THE MOST RECENT EDITION OF THE EMWD RECYCLED WTER IRRIGATION GUIDELINE AND EMWD STANDARDS AND SPECIFICATIONS FOR DEVELOPER'S PROJECTS. ZJ d Q ? 2 31a^ I I = ! t° " 31C '' PER 2. HOSE BIBS ARE STRICTLY PROHIBITED ON RECYCLED WATER IRRIGATION SYSTEMS. POTABLE Z , 14„ : , _ , > --- ' 1 1 1/4' 2112" C.L. i 1114" ( 21/2^ L314l 31a° R' DEVELOPERS I � I � I I QUICK COUPLERS ARE NOT ALLOWED WITHIN THE RECYCLED WATER IRRIGATION AREA. Wv F- J = I �I 211 ° j II I 11 3/a' 34 ' 3/4 j I' I ■ : TRACT BOUNDAf{Y ( F I \� ti 3/a^ a,: , 21/2' 3/4" ! 314 ` ' 3/4" WALL AND FENCE PLAN ( I ., ;._' I I I I COLOR CODING NOTES 3. ALL IRRIGATION EMISSION DEVICES, SUCH AS SPRAYHEADS, ROTORS, BUBBLERS, DRIP EMITTERS, OR DRIP ASSEMBLIES SHALL BE IDENTIFIED WITH PURPLE IDENTIFICATION BODIES, COLLARS, / 40 0 -, CAPS, CONNECTORS, ADAPTERS, ETC. TO PERMANENTLY LABEL THE COMPONENTS AS EMITTING S 0 ® 31a' ( RECYCLED IRRIGATION WATER. THE PURPLE IDENTIFICATION SHALL BE EXPOSED TO THE SURFACE. V LV ' 1 I 3i4,: ■ �C18 I to ®I,i I Z y LV e I i ypI i" 21/2' 2112^ yy I 1 1 1/2 O' ;1 ' ) 2 yr I ( ( € I I � 4. ALL IRRIGATION RISERS, DRIP LINE, AND COMPONENTS THAT ARE NOT AVAILABLE FROM THE MANUFACTURE WITH PURPLE RECYCLED WATER IDENTIFICATION SHALL BE LABELED WITH J ( CJ - !; 1" "„ I 33.6 LU � 34" I ! RECYCLED WATER DECALS OR STICKERS. (. , I I1 ��"'� ' ? I I I ( I 5. ALL IRRIGATION COMPONENTS AND VALVES MUST HAVE A RECYCLED WATER ID TAG AN VALVE EASEMENTCL i I ,' 12".. -""' M< • ' C1 T - J ' 1 f ya:: I C CL + 1^ 1 va" -". " z" I 1 ; 31a^ 1 29.4 ID TAG IN A PURPLE VALVE BOX WITH A PURPLE LID, THE PURPLE LID SHALL BE HEAT BRANDED SIDEWALK i CURB R.O.W. : �� + 314° ` 314 314 31a° 314" 31a^ 2 2 a° I jj 1 1/2" ' 1 36.1 1 I LC116 I 1 1/2" 57'-0" 38'-O" t ' ala^ 3I4" 1' ' 31a„ ( , f (�5 I I 1 1 /2., I ( I ( 8.5 WITH THE VALVE LABEL. RECYCLED WATER AND POTABLE WATER SEPARATION CLEARANCE NOTES THE RECYCLED WATER IRRIGATION MAINLINE IS SHOWN DIAGRAMATICALLY FOR CLARITY PURPOSES e as C4 I ( ( I ONLY. THE RECYCLED WATER IRRIGATION MAINLINE MUST; / e 3/a1 % 314^ 314" , jI 1„ 6. BE INSTALLED WITH A 4' (FOOT) MINIMUM HORIZONTAL CLEARANCE FROM ALL POTABLE I ° €� �� ) � I 8.5 i t^ 14 8.5 7. BE INSTALLED WITH A l LINES.TERLINES AND FIRE ( (FOOT) OF VERTICAL CLEARANCE AND BE LOCATED UNDER ALL POTABLE C. L. s €i , '•� 01 cJ ° 314" � ' I I C3 LIJ i ` 314" fl I �' 3Ia" ) 3/a^ 1" .BE� LED WATER PRESSURE UPPLY LINE �� i f '' 314°' Zti �� I if 1" WATERLINES AND FIRE LINES. 8, WHERE THE RECYCLED WATER IRRIGATION MAINLINES MUST BE INSTALLED ABOVE THE POTABLE L 51 /-ITRA T C BOUNDAR 3/a 34 3I4" 8.5 - 3/4 2'irz^ j I 33.6 WATERLINE, A 4'' INCH MINIMUM VERTICAL CLEARANCE MUST BE MAINTAINED AND THE RECYCLED WATER IRRIGATION MAINLINE MUST BE INSTALLED IN A CONTINUOUS SLEEVE (PVC CLASS 200 PIPE 00 ' 3 «„ „ iv4 �„ 314 C 14 �� 1 1 i' ( 3/4' C2 ©: MINIMUM) WHICH EXTENDS A MINIMUM OF 1 ( T) EACH SIDE OF THE POTABLE WATERLINE OR . I J 1174° i ; 1114 '-., .-' ,• 31a^ 1" 33.6 --- I, -« I - - - a .... #. 1 « -»-w-« _«_«_»-«-« - - "- _ -« « 314" �� 1 1/2" I II 38.6 FIRELINE. I p 314'', 1.: 314" i 314" , I 1M 3(4" - C13 1 1/2 , LI C1„2 E y. � 314" Ut 1 i^ 2 i/2" 5 I i ,I ci 1 1/2„ Lij Z Z Q 3Y� F t z, C7 N�a_.__ I I} 3ra I 4 II 314" j E VALVE FILTER. ETAIL IR -13 [FOR III ' l 3/a^ 31a^ 7.5 I I I I I I NOTE: N tA V) o O 514"10 314" (� b11N. I 10' MINLLJ. 314" II I. � C22 ' 1,. SEE SHEETS 4-7 FOR IRRIGATION LEGEND 0 •'Q V) k4.1 L L' CJ j Z ' I ' 1 I 1 I I ( i� 314' I 374,: , 1 2° 314" j 31a" 314" 31a° I , iI s 3/4314" I PER DEVELOPER' I� S WALL AND I SIDEWALK CURB I 314" I 314° - i , , 3r4 34, 4 314" 31a° I ( I I I fI 1 I . ' '� NOTE: REFER TO SHEET 7 AND 8 FOR IRRIGATION NOTES. m �- \ ( 314 ® II I� FENCE PLAN R.O.W. t 1 \ I I ( ( ( I� �-"-._ REFER TO SHEET 9-12 FOR IRRIGATION DETAILS. Z �. 1 ' I = / 4" F " °! `« 314" 314° v4" it ( I .v. - NOTE: Z p � I,,d I , � 3r4" 'I . 3ra" 20.0 C 12 ` c 4" 1 ! , . �, ALL IRRIGATION AND PLANTING INSTALLATION SHALL BE COMPLETED Q 1V m _D STREET LIGHT _ 314 f 1 1 T ;4�� 1 v2° ■ i ■ ®� - _ _ _ ®® _ _ 31°" _ "' �` �..�... - -ir PER VALLEY WIDE DETAILS AND SPECIFICATIONS WITH VALLEY WIDE r I 14:. a SUPERVISION AND DIRECTION V)4 0' O i i €, 3a 3i4" I.� ( �. a - , ®. LIJQ_ Q F_ w a '= 314° 1 2. 314" ,I ® - ,.#..... .. �- 2112" �L - _'� ' - NOTE: NO LOW HEAD DRAINAGE ALLOWED - SEE LEGEND FOR CHECK VALVES. ° 3/a" 314^ I I , : LOCATION OF IRRIGATION LINES AND SYMBOLS ARE DIAGRAMMATIC. ALL IRRIGATION cr Lji Lad r LW 1- Q EL �p a (® \ [ g �I ( I MINIMUM PO' AWAY FROM HARDSC APE ' SHALL BE PLACED IN PLANTING AREAS EXCEPT WHEN CROSSING PAVEMENT. IRRIGATION COMPONENTS TO COMPLY FOR FUTURE RECYCLED WATER ALL Z (� MAT LINE SEE 48011E RIGHT EXISTING 1 TYPICAL, o C.7 Z Q Z - LOCATE MAINLINE 2' RECYCLED WATER LINE EMWD SD -16321 PROPOSED RECYCLED L � O_ KEEP ROTORS / SPRAY HEADS AWAY FROM EDGE OF MAINLINE -SEE PLAN t- MINIMUM 2' AWAY FROM HARDSCAPE TURF, THIS SIDE C.L. / TRACT BOUNDARY FOR SIZE - --s ; TYPICAL ►--�� �- _ 00 __ U D_ MWD NOTES W Li O� Q 1. RECYCLED WATER IRRIGATION PRESSURE MAINLINES MUST MAINTAIN A MINIMUM PIPELINE. OF 10 FEET OF HORIZONTAL CLEARANCE FROM EDGE OF MWD r VALLEY \/�JIDG RECREATION 0 20 40 60 8.0 W F•- 2. RECYCLED WATER IRRIGATION POINT OF CONNECTION EQUIPMENT MUST MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL CLEARANCE FORM &PARK DISTRICT APPROVAL N©RTH Q �' EDGE OF MWD PIPE LINE. 1U 7 3. RECYCLED WATER IRRIGATION PRESSURE MAINLINES CROSSING MWD PIPE LINE MUST MAINTAIN MINIMUM V (FOOT) VERTICAL CLEARANCE AND Lad Lad SLEEVE WITH HDPE PIPE WITH FUSION -WELDED JOINTS OR CONTINUOUS STEEL SLEEVE WITH GROUT IN THE ANNULAR SPACE AND CATHODIC Ci > CJ PROTECTION(UNLESS COATED WITH NON- CONDUCTIVE MATERIAL), EXTENDING 4. CONTRACTOR/DEVELOPER TO NOTIFY MWD WATER SYSTEM OPERATIONS GROUP 10 FEET BEYOND THE EDGES OF MWD ETHER DARWIN POTTER OR GERRI MICHAEL PIPELINES. AT 926-5853 Z 0 � (951) < CL Q PRIOR TO STARTING ANY WORK, INCLUDING POTHOLING OF MWD PIPELINE AND PROTECTIVE SLABS, IN THE VICINITY OF MWD FACILITIES. - NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. Dean Wetter Date: DIG ALERT BENCH MARK REVISIONS ACCEPTED BY Q � ,�` + +� 13270 °RE DESCRIPTON: RIVERSIDE COUNTY DESIGNATION o �PNDBCgpF ��� EASTERN MUNICIPAL WATER DISTRICT COUNTY OF RIVERSIDE WO e EF o Yao OC T-42-81 (RESET) NAVD 29 ELEV 1335.240' �`P� D �'�% yam Borthwick, Guy Bettenhausen, Inc, 13229 PCWO. GPy Call: TOLL FREE ��' TRACT 31118 / IP 130006 1-800-227-2600 LOCATION: AT THE INTERSECTION OF BENTON ROAD AND BRIGGS ROAD. INTERSECTION THE NORTHWEST CORNER OF STOBOXES THEX11447EOTHELINE 1 n Jeff Kraus - Jkraus@bgb-inc.com __ NEW BUSINESS DEVELOPMENT CIVIL ENGINEER DATE RECYCLED WATER USE IMPROVEMENTS` DOPP RWUE: DEPARTMENT ACCEPTANCE DATE COORD. '14'4-1 Ry1tU:p: 10 OR 811 WITH 1 POLE X11447E ON THE LINE WITH MAILBOXES; 17' NORTH OF BENTON, 15'WEST OF CENTERLINE 9�a e * April 15,201 * 2444 Dupont Drive Irvine CA 92627 Date IRRIGATION PLAN NEW BUSINESS P.C. BRIGGS, SET FIBERGLASS WITNESS POST V 1 s q'p o^e p 5/31!2 Q' q �� DATE: VALLEY -WIDE STREETSCAPE sa 3 13 OPERATIONS 9/6/2013 JK MARK APPR. DATE WEST OF MONUMENT 949-476-8616 p 949-476-8707 f PF OF CAii DRAWN BY: I.D. sHT. OF ENGINEERING TWO FULL WORKING DAYS BEFORE YOU DIG CHECKED BY: LEON ROAD / JEAN NICHOLAS ROAD SA 34 D-45654 ART GUY DESCRIPTION EMWD POS ENGINEER o . OF �c a. f EL / V Ld > f i ti 0 314 LLI Q 1. . I ? i I�.. , LAj ,�.,�ii - 5.2 C30 3i4° I I ,m.... 1 - T s 2 z Z W ^ 3 /5 T\ C23 BLOCK WALL PER DEVELOPER'S a� '.„; ENTRY MONUMENT PER O U _� Li-� �i L� '°'� WALL AND FENCE PLAN _ 1 e BLOCK WALL PER DEVELOPER'S ENTRY MONUMENT PER a° 3/a" ENTRY MONUMENT PLANS \ LU O Q W m ® ® I-.� ® �- DEVELOPER'S TRACT -- - WALL AND FENCE PLAN ENTRY �- �. a a a _ E MONUMENT PLANS „ 1" " „ „ BLOCK WALL. PER DEVELOPERS U i7 -_ ® -e e : �_-.��_ .�....,_ ®s -s e o WALL AND FENCE PLAN LLJ__ COL N IN OF S_ IGHT Z O . s -m 1 1 u2" - - 550' € 550' - _ F- 11rz" _-_-' ------ ( ) 6" SLEEVES j y \ � � 314" _ ..� - 314 t , . m _ _ - (1) 4" SLEEVE QZ ,-„1 Q o -n-ra o _ - - - - - - CURB SIDEWALK 5.2 $.9 J h S O CCL. O n a H C - '_ - _ _ _ - - 10.6 5.5 0.5 LO 11.2 Z5 R.O.W. C27 C28 I II o O C31 C32 1 1 N c3 _ co L�N� SIGHT - - _ _ - --- 605 C24 C25 C26 CV m 1' 1' JEAN NICHOLAS ROAD POS RECYCLED IN�U+NE EE PLAN LJ _ n /- C.L. / TRACT BOUNDARY F ry,IZE © Z Q CL LLL n W SYMBOL: MANUFACTURER: MODEL NUMBER; DESCRIPTION: RAD.: P.S.L: G.P.M. : DETAIL EMWD STANDARD NOTES LJ U FEBCO 850U SERIES DOUBLE CHECKBACKFLOW PREVENTION DEVICE IR APPROVED PVC SCH 40 IRRIGATION WIRE CONDUIT (SEE NOTES FOR SIZE) IR -23 O F` HUNTER INST-06-CV POP-UP SPRAY HEAD -12A EMWD CONSTRUCTION NOTE J tL' C1 WITH RAIN BIRD -10Q NOZZLE 8-9' 25 IR -39 INSIDE R SENTRY MAX SECURI T Y LOCK-DOWN.EASTERN -0-0- APPROVED PVC SCH 40 IRRIGATION SLEEVE (SEE NOTES FOR SIZE) IR -23 MUNICIPAL WATER DISTRICT REQUIRES THAT A a_ 0. d 16 HUNTER INST-06-CV .36 CONTACT D&M MANUFACTURING INC. AT 951-674-1908 APPROVED PVC SCH40 LATERAL LINE PIPE FOR SPRAY(SIZE AS NOTED) IR -23 PRE -CONSTRUCTION CONFERENCE BE SCHEDULED PRIOR TO O- Q CC 0- POP-UP SPRAY HEAD WITH ANY CONSTRUCTION BY CALLING THE EASTERN MUNICIPAL 4f HUNTER RAIN BIRD -10H NOZZLE 8-9' 25 INST-06-CV POP-UP SPRAY HEAD .72 IR -39 YARDNEY MCS2-V1 FLANGED FILTER - CONTRACTOR SHALL PROVIDE CUT SHEET TO EMWD A-005 ------ - APPROVED PVC SCH40 LATERAL LINE PIPE FOR DRIP SHRUB. IR -23, DR -1, INSTALL SALCO PST -SERIES W/PVC-IHX-XX EMITTER. (XX= DR -2, & DR -3 WATER DISTRICT FIELD ENGINEERING DEPARTMENT AT (951) 928-3777, EXTENSION 4830. WITH RAIN BIRD -12Q NOZZLE 10-11' 25 .60 R-39 RAIN BIRD PESB-PRS SERIES ELECTRIC CONTROL VALVE IR -1 REQUIRED NIPPLE LENGTH). DR -6 INSTALLATION NOTES REFER TO THE EMITTER SCHEDULE FOR QUAINITIES AND HUNTER INST-06-CV POP-UP SPRAY HEAD POC. PROVIDE 1" RAINBIRD PESB RCV FOR AUTO FLUSHING. REFER TO SPACING 1 THE RECYCLED WATER IRRIGATION SYSTEM SHOWN ON Z WITH RAIN BIRD -12H NOZZLE 10-11' 25 1.20 IR -39 STANDARD DETAIL IR -8. THESE PLANS SHALL BE CONSTRUCTED IN ACCORDANCE 0 ® HUNTER INST-06-CV POP-UP SPRAY HEAD RAIN BIRD PESBR-PRS-D SERIES DRIP REMOTE CONTROL VALVE ASSEMBLY. -- - - - --- IR -2 APPROVED PVC SCH40 LATERAL LINE PIPE FOR DRIP TREE. IR -23 & DR -4 WITH THE MOST RECENT EDITION OF THE EMWD V INSTALL SALCO PST -2 W/PVC-IHX-XX EMITTER. (XX= RECYCLED INTER IRRIGATION GUIDELINE AND EMWD W WITH RAIN BIRD-15SST NOZZLE 4X28' 25 1.11 IR -39 FERTIBOOST 1 --- FERTILIZER INJECTION SYSTEM IR -18 REQUIRED NIPPLE LENGTH). STANDARDS AND SPECIFICATIONS FOR DEVELOPERS '� v HUNTER INST-12-CV POP-UP SPRAY HEAD CONTACT: GREEN PRODUCT SALES, DARYL GREEN AT REFER TO THE EMITTER SCHEDULE FOR QUAINITIES AND 2. HOSE BIBS ARE STRICTLY PROHIBITED ON RECYCLED CTI WITH 5H RAINBIRD NOZZLE 3-5' 25 .20 IR -39 619-232-7867 FOR ASSISTANCE IN SPECIFYING AND SPACING WATER IRRIGATION SYSTEMS, POTABLE QUICKCOUPLERS U) 00 HUNTER INST-12-CV POP-UP SPRAY HEAD INSTALLATION OF THE INJECTION SYSTEM. ARE NOT ALLOWED WITHIN THE RECYCLED WATER '/ WITH 8H RAINBIRD NOZZLE 6-T 25 IR -39 NELSON 7645NP ACME THREAD QUICK COUPLING VALVE W/ LOCKING PURPLE COVER A-007 ERAL PIPE SIZE FOR DRIP EMITTER FOR TREES AND SHRUBS TO BE 3/4" PVC SCHEDULE 40 =UNLESS IRRIGATION AREA. 6 .52 WISE NOTED. C1= HUNTER INST-12-CV POP-UP SPRAY HEAD e DURA #548-007 FLUSH CAP. INSTALL DRIP FLUSH ASSEMBLY PER DETAIL. A-009 COLOR CODING NOTES O 14' HUNTER WITH RAIN BIRD -10Q NOZZLE 8-9' 25 INST-12-CV POP-UP SPRAY HEAD .36 IR -39 m NIBCO T-580 ISOLATION BALL VALVE Ea WATTS 815-4SA-SS-NC-FF NORMALLY CLOSED MASTER VALVE. IR -4 IR -15 PROVED PVC 315 RECYCLED WATER PRESSURE LINE IR -23 FOR 2" DIAMETER AND LARGER TYP 3. ALL IRRIGATION EMISSION DEVICES, SUCH AS SPRAYHEADS, ROTORS BUBBLERS, DRIP EMITTERS, OR DRIP ASSEMBLIES SHALL BE IDENTIFIED WITH PURPLE Gl LLIGJ Z WITH RAIN BIRD -10H NOZZLE 8-9' 25 .72 IR -39 El CALSENSE FM -1,258 FLOW SENSOR, IR -16 [APPROVED PVC SCH 40 RECYCLED WATER PRESSURE LINE IR -23 IDENTIFICATION BODIES, COLLARS, CAPS, CONNECTORS, Q 41 HUNTER INST-I2-CV POP-UP SPRAY HEAD AS PART OF CALSENSE CONTROLLER ASSEMBLY, REFER TO FOR 1 1/2" DIAMETER AND SMALLER (TYP.) ADAPTERS, ETC. TO PERMANENTLY LABEL THE � WITH RAIN BIRD -12H NOZZLE 10-11' 25 1.20 IR -39 COMPONENTS AS EMITTING RECYCLED IRRIGATION V) CONTROLLER SCHEDULE, FOR SIZE AND MODEL NUMBER SENNINGER PRLG-25 INLINE PRESSURE REGULATOR. DR -6 WATER. THE PURPLE IDENTIFICATION SHALL BE EXPOSED L1.1HUNTER F ^ ® INST-00 SPRAY NOZZLE ON RISER WITH RAIN BIRD PA -8S -PRS -8F 6-T 30 1.05 IR -38 © CALSENSE CALSENSE ET2000e SERIES CONTROLLER. REFER TO POC IR -20 & IR -21 m AMIAD 1-1201, 1" WYE STRAINER WITH RED 120 MESH DISK FILTER IR -2 TO THE SURFACE. < LaiCONTROLLER SCHEDULE, SEE SHEET 7, FOR MODEL NUMBER, SIZE & HUB INFO. 4 ALL IRRIGATION RISERS, DRIP UNE, AND COMPONENTS Z t-- HUNTER INST-00 SPRAY NOZZLE ON RISER m KING BROTHERS KC2-XXX-S SERIES SPRING CHECK VALVE, LINE SIZE. DR -6 THAT ARE NOT AVAILABLE FROM THE MANUFACTURE WITH Q WITH RAIN BIRD -10H NOZZLE 8-9' 25 .72 IR -38 PROPOSE RECYCLED WATER METER PROVIDED FOR AND INSTALLED BY OTHERS, A-002 KING BROTHERS KSC-XXX-S SERIES SWING CHECK VALVE, LINE SIZE. DR -6 PURPLE RECYCLED WATER IDENTIFICATION SHALL BE F- LL FOR SIZE AND FLOWS, REFER TO POC SCHEDULE THIS SHEET LABELED WITH RECYCLED WATER DECALS OR STICKERS. [)+ C% O ® HUNTER INST-00 SPRAY NOZZLE ON RISER 5. ALL IRRIGATION COMPONENTS AND VALVES MUST HAVE A' LIJ >- WITH RAIN BIRD -10F NOZZLE 8-9' 25 1.44 R-38 APPROVED RECTANGULAR PLASTIC SPLICE BOX IR -28 NOTE: RECYCLED WATER ID TAG AND A VALVE ID TAG IN A O] � I- Z \ ® HUNTER INST-00-12F SPRAY NOZZLE ON RISER CONTRACTOR SHALL RUN THREE (3) SPARE WIRES FROM THE CONTROLLER TO EACH END OF THE MAIN LINE RUN. MAKE A LOOP FROM AN ADDITIONAL SIX FEET SPRING CHECK VALVES TO BE USED FOR RCV'S LOCATED AT TOP OF SLOPE. PURPLE VALVE BOX WITH A PURPLE LID. THE PURPLE LID � ® WITH RAIN BIRD -12F NOZZLE 10-11' 25 2.40 IR -38 OF WIRE AND INSTALL THE LOOP INSIDE A 10" ROUND VALVE BOX. BRAND THE LID SWING CHECK VALVES TO BE USED FOR RCVS LOCATED AT TOE OF SLOPE. SHALL BE HEAT BRANDED WITH THE VALVE LABEL. Z �V e HUNTER INST-06-CV SPRAY NOZZLE ON RISER OF THE VALVE BOX WITH THE LETTERS "SW" FOR FUTURE IDENTIFICATION. ALL SPARE WIRES SHALL BE A DIFFERENT COLOR FROM � BARRE-C RECYCLED WATER AND POTABLE WATER SEPARATION CONTROL WIRES. SEE NOTES IN-LINE BOOSTER PUMP ASSEMBLY IR -14 CLEARANCE NOTES C3 J I WITH RAIN BIRD -1401 NOZZLE 10-11' 25 2.40 IR -38 THE RECYCLED WATER IRRIGATION MAINLINE IS SHOWN LYS DIAGRAMATICALLY FOR CLARITY PURPOSES ONLY. THE �+ < z NOTE: CONTROLLER VALVE CALL -OUT RECYCLED WATER IRRIGATION MAINLINE MUST: N J ® ALL HUNTER INST-CV SERIES SPRINKLERS SHALL BE INSTALLED USING RAIN BIRD PLASTIC MPR NOZZLES. A ��p/ 'r �+ MWD D N O E S 6. BE INSTALLED WITH A 4 (FOOT) MINIMUM HORIZONTAL [L Y T CLEARANCE FROM ALL POTABLE WATERLINES AND FIRE LLI EL INSTALL ALL SPRINKLERS ON RISER NEXT TO BUILDINGS AND WALLS A MINIMUM OF TWELVE (12) INCHES AWAY GALLONS PER MINUTE LINES. Z FROM THE STRUCTURE. 1. RECYCLED WATER IRRIGATION PRESSURE 7, BE INSTALLED WITH A 1' FOO OF VERTICAL CLEARANCE S F_ W � F INSTALL HUNTER CHECK VALVE MODEL HCV -50E -50M-1/2" FOR SPRAY HEADS OR HCV -75F -75M-3/4" FOR ROTOR MAINLINES MUST MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL CLEARANCE FROM EDGE OF MWD PIPELINE. 0 CONTROLLER STATION NUMBER AND BE LOCATED UNDER ALL POTABLE WATERLINES AND FIRE LINES, of HEADS UNDER NOZZLE TO PREVENT LOW HEAD DRAINAGE. INSTALL CHECK VALVE FOR DETAIL DRAWING. z. RECYCLED WATER IRRIGATION POINT of 8 WHERE THE RECYCLED WATER IRRIGATION MAINLINES Lil 0- CONNECTION EQUIPMENT MUST MAINTAIN A MUST BE INSTALLED ABOVE THE POTABLE WATERLINE, A W LJ LI MINIMUM OF 10 FEET OF HORIZONTAL CONTROL VALVE SIZE 4' (INCH) MINIMUM VERTICAL CLEARANCE MUST BE Z o HUNTER 20 -12 -ADV -2.o HIGH-UP ROTOR 31' 45 1.5 IR -41 CLEARANCE FORM EDGE MWD PIPE LINE. NOTE: REFER TO SHEET 7 AND 8 FOR IRRIGATION NOTES. MAINTAINED AND THE RECYCLED WATER IRRIGATION C'� Z � HUNTER 1-20-12-ADV-2.5LA HIGH-UP ROTOR 33' 50 2.8 IR -41 T 3. RECYCLED WATER IRRIGATION PRESSURE MAINLINE MUST BE INSTALLED IN A CONTINUOUS SLEEVE w O MAINLINES CROSSING MWD PIPE LINE MUST REFER TO SHEET 9-12 FOR IRRIGATION DETAILS. (PVC CLASS 200 PIPE MINIMUM) WHICH EXTENDS A IK tr h HUNTER 1-20-12-ADV-1.5SR HIGH-UP ROTOR 25' 50 1.5 IR -41 MAINTAIN MINIMUM I' (FOOT) VERTICAL MINIMUM OF 10' (FEET) EACH SIDE OF THE POTABLE W- D ,Q Y CLEARANCE AND SLEEVE WITH HDPE PIPE WITH WATERLINE OR FIREUNE. W d HUNTER 1-20-12-ADV-1.OSR HIGH-UP ROTOR 18' 50 1.0 IR -41 FUSION -WELDED JOINTS OR CONTINUOUS STEEL NOTE: Z O CC p 8 HUNTER 1-20-00-ADV-2.5LA ROTOR ON RISER 33' 50 2.8 IR -42 SLEEVE WITH GROUT IN THE ANNULAR SPACE AND CATHODIC PROTECTION(UNLESSCOATED ALL IRRIGATION AND PLANTING INSTALLATION SHALL BE COMPLETED W V) HUNTER 1-20-00-ADV-1.5SR ROTOR ON RISER 25' 50 1.5 IR -42 WITH NON- CONDUCTIVE MATERIAL), PER VALLEY WIDE DETAILS AND SPECIFICATIONS WITH VALLEY WIDE o ® ZQ 8 HUNTER 1-20-00-ADV-1.OSR ROTOR ON RISER 18' 50 1.0 IR -42 EXTENDING 10 FEET BEYOND THE EDGES OF MWD PIPELINES. SUPERVISION AND DIRECTION VALLEY WIDE RECREATION 0 20 40 60 80 d' HUNTER I -20 -00 -ADV -6.0 ROTOR ON RISER 43' 45 6.0 IR -42 4. CONTWATER SYSTEDEVELOPER RATIONSGROUNOTIFY THE WATER SYSTEM OPERATIONS GROUP ETHER go & PARK DISTRICT APPROVAL NORTH S 3 LLJ e HUNTER 20 -00 -ADV -4.0 ROTOR ON RISER 40' 45 4.0 R-42 DARWIN POTTER OR GERRI MICHAEL AT (951) o 9z6-SssB PRIOR To STARTING ANY WORK, NOTE: NO LOW HEAD DRAINAGE ALLOWED - SEE LEGEND FOR CHECK VALVES. HUNTER I-20-00-ADV-2.OSR ROTOR ON RISER 18' 50 2.0 IR -42 INCLUDING POTHOLING OF MWD PIPELINE AND LOCATION OF IRRIGATION LINES AND SYMBOLS ARE DIAGRAMMATIC. ALL IRRIGATION Of PROTECTIVE SLABS, IN THE VICINITY of MWD z U FACILITIES. SHALL BE PLACED IN PLANTING AREAS EXCEPT WHEN CROSSING PAVEMENT. ALL , ,-,. "= NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT _j � EL = IRRIGATION COMPONENTS TO COMPLY FOR FUTURE RECYCLED WATER IS FOR WORK WITHIN THE ROAD RIGHT -0'F -WAY ONLY. Dean Wetter Date: DIG ALERT BENCH MARK REVISIONS ACCEPTED BY 00f 1 13270 FARE DESCRIPTON: RIVERSIDE COUNTY DESIGNATION E� VPNOSCgpFA EASTERN MUNICIPAL WATER DISTRICT COUNTY OF RIVERSIDE y _ Yo e� of T-42-81 (RESET) NAVD 29 ELEV 1335.240' Borthwick, Guy Bettenhausen, ��Q D G qc Inc. "% y-� PC 13229 PGWo: AT THE INTERSECTION a 0 Call: TOLL FREE ���N u ' TRACT 3�I 118 � (P 13OOOS 1-800-227-2600 LOCATION-. OF BENTON ROAD AND BRIGGS ROAD, IN THE NORTHWEST CORNERER - Jeff Kraus )kraus@bgb-inc.com � NEW BUSINESS DEVELOPMENT CIVIL ENGINEER DATE RECYCLED WATER USE IMPROVEMENTS DOPP RWUE: DEPARTMENT ACCEPTANCE DATE 14A-1 COORD RWUP: OR 811 THE INTERSECTION 69 NORTHWEST OF POWER POLE X11447E ON THE LINE WITH MAILBOXES, 17• NORTH OF BENTON 15 WEST OF CENTERLINE n 2444 Dupont Drive, Irvine CA -S19nauia * * April 14 92627 IRRIGATION PLAN NEW BUSINESS P.C. Date DATE: Ata. DATE: BRIGGS, SET FIBERGLASS WITNESS POST 1' WEST OF MONUMENT Dr 5/3112�1� �P ATF VALLEY -WIDE STREETSCAPE I.D. 98 SHT OF 13, OPERATIONS 9r6/2013 JK MARK APPR. DATE 949-476-8616 p 949-476-8707 f OF CA1-�FDP� DRAWN BY: TWO FULL WORKING DAYS BEFORE YOU DIG CHECKED BY: ENGINEERING LEON ROAD / JEAN NICHOLAS ROAD S.A. 34 D-45654 ART GUY DESCRIPTION EMWD POS ENGINEER OF �c EL CL i f w - :, UJICONCRETE i� MOWICU?� � � 311V � ( �Q 1 �,4 iI #0 eLU i w o o <t14- Z o W ,1 4 I. 05.0 ' In I C37 O ;. 3 3,C' I ENTRY TRA PE S TRACT DEVELOPERS �• Lj ,,,J U� -� ,.. ! ^�^ ENTRY MONUMENT PER m ^-^-^- ^ DEVELOPER'S TRACT '` ^ , ENTRY MONUMENT P ..,. V) _I BLOCK WALL PER DEVELOPER'S BLOCK WALL PER DEVELOPER'S ENTRY MONUMENT PLANS «. ( Li I > J WALL AND FENCE PLAN �_ -- _- _' _ �- i� . __..-- -�..'R--` ---�..�._' WALL AND FENCE PLAN - • - v... .._ =� - 314" --� -- - --__ -- �• / 77 - �/ � IVT.IA i - SINE _ X-D � I- 1 , �. LIN - E 51 OF �T '�•- - �-' �S/ '" f ' - _ 11.0 - C36 () 6 SLEEVES 3,4" 3,4" 314" _ �- 1„ (1) 4" LEEVECL Q _ _ `-a Lil - ®' ®' - -- - -- _ - _ 8.5 LINE OF SIGHT®� 6051 ®� - -------_ _ - ®� _ _ CURB SIDEWALK R.O.W. --^ %INE OF SI g0 17--Mw 9 fiEEl<CE�D T~ _ o o <? Of LLI zU - 1" LINE OF HT - b _ • PNT. B M 5.2 'IST.4 MAINLINE - SEE PLAN JEAN NICHOLAS ROAD o M 0 o > ( z ®- ®" ® 605' `� C34 C3>'\ o j p Q _®--- ®_ FOR SIZE /TRACT BOUNDARY / ' . /4 ij m �_® BOL: MODEL NUMBER; EMWD STANDARD NOTES 2 NS MANUFACC�URER: DESCRIPTION: RAD_: P.S.I.: G.P.M.: DETAIL: 0 t J LL1 APPROVED PVC SCH 40 IRRIGATION WIRE CONDUIT (SEE NOTES FOR SIZE) IR-23 Z p HUNTER INST-06-CV POP-UP SPRAY HEAD FEBCO 850U SERIES DOUBLE CHECKBACKFLOW PREVENTION DEVICE IR-12A - - APPROVED PVC SCH 40 IRRIGATION SLEEVE (SEE NOTES FOR SIZE) EMWD CONSTRUCTION NOTE IR-23 EASTERN MUNICIPAL WATER DISTRICT REQUIRES THAT A d -.I w GL. 0 Q WITH RAIN BIRD-10Q NOZZLE 8-9' 25 .36 IR-39 INSIDE A SENTRY MAX SECURITY LOCK-DOWN. CONTACT D&M MANUFACTURING INC. AT 951-674-1908 APPROVED PVC SCH40 LATERAL LINE PIPE FOR SPRAY(SIZE AS NOTED) IR-23 PRE-CONSTRUCTION CONFERENCE BE SCHEDULED PRIOR TO O- EL Ly 16 HUNTER INST-06-CV POP-UP SPRAY HEAD ANY CONSTRUCTION BY CALLING THE EASTERN MUNICIPAL d CL WITH RAIN BIRD-10H NOZZLE 8-9' 25 .72 IR-39 YARDNEY MCS2-V1 FLANGED FILTER - CONTRACTOR SHALL PROVIDE CUT A-005 - • - • - • - APPROVED PVC SCH40 LATERAL LINE PIPE FOR DRIP SHRUB. IR-23, DR-1, WATER DISTRICT FIELD ENGINEERING DEPARTMENT AT (951) SHEET TO EMWD INSTALL SALCO PST-SERIES W/PVC-IHX-XX EMITTER. (XX= DR-2, & DR-3 928-3777, EXTENSION 4830. HUNTER INST-06-CV POP-UP SPRAY HEAD REQUIRED NIPPLE LENGTH). WITH RAIN BIRD-12Q NOZZLE 10-11' 25 .60 IR-39 RAIN BIRD PESB-PRS SERIES ELECTRIC CONTROL VALVE IR-1 REFER TO THE EMITTER SCHEDULE FOR QUAINITIES AND DR-6 INSTALLATION NOTES 40 HUNTER INST-06-CV POP-UP SPRAY HEAD POC. PROVIDE 1" RAINBIRD PESB RCV FOR AUTO FLUSHING. REFER TO SPACING 1. THE RECYCLED WATER IRRIGATION SYSTEM SHOWN ON ZWITH RAIN BIRD-12H NOZZLE 10-11' 25 1.20 IR-39 STANDARD DETAIL IR-8. THESE PLANS SHALL BE CONSTRUCTED IN ACCORDANCE Q - ---- - - - APPROVED PVC SCH40 LATERAL LINE PIPE FOR DRIP TREE. IR-23 & DR-4 WITH THE MOST RECENT EDITION OF THE EMWD {/) ® HUNTER INST-06-CV POP-UP SPRAY HEAD ® RAIN BIRD PESBR-PRS-D SERIES DRIP REMOTE CONTROL VALVE ASSEMBLY. R-2 INSTALL SALCO PST-2 W/PVC-IHX-XX EMITTER. (XX= RECYCLED WTER IRRIGATION GUIDELINE AND EMWD W WITH RAIN BIRD-15SST NOZZLE 4X28' 25 1.11 IR-39 95 FERTIBOOST 1 --- FERTILIZER INJECTION SYSTEM IR-18 REQUIRED NIPPLE LENGTH). STANDARDS AND SPECIFICATIONS FOR DEVELOPER'S PROJECTS. > v HUNTER INST-12-CV POP-UP SPRAY HEAD CONTACT: GREEN PRODUCT SALES, DARYL GREEN AT REFER TO THE EMITTER SCHEDULE FOR QUAINITIES AND 2. HOSE BIBS ARE STRICTLY PROHIBITED ON RECYCLED O) WITH 5H RAINBIRD NOZZLE 3-5' 25 IR-39 619-232-7867 FOR ASSISTANCE IN SPECIFYING AND SPACING WATER IRRIGATION SYSTEMS. POTABLE QUICK COUPLERS LO .20 INSTALLATION OF THE INJECTION SYSTEM. ARE NOT ALLOWED WITHIN THE RECYCLED WATER GO HUNTER INST-I2-CV POP-UP SPRAY HEAD NELSON 7645NP ACME THREAD QUICK COUPLING VALVE W/ LOCKING PURPLE COVER A-007 NOTE: ALL LATERAL PIPE SIZE FOR DRIP EMITTER FOR TREES AND SHRUBS TO BE 3/4" PVC SCHEDULE 40 IRRIGATION AREA. WITH 8H RAINBIRD NOZZLE 6-T 25 .52 IR-39 UNLESS OTHERWISE NOTED. w 10 HUNTER INST-I2-CV POP-UP SPRAY HEAD DURA #548-007 FLUSH CAP. INSTALL DRIP FLUSH ASSEMBLY PER DETAIL. A-009 COLOR CODING NOTES U 3. ALL IRRIGATION EMISSION DEVICES, SUCH AS WITH RAIN BIRD-10Q NOZZLE B-9' 25 .36 IR-39 Dm NIBCO T-580 ISOLATION BALL VALVE IR-4 APPROVED PVC 315 RECYCLED WATER PRESSURE LINE IR-23 SPRAYHEADS, ROTORS, BUBBLERS, DRIP EMITTERS, OR HUNTER INST-12-CV POP-UP SPRAY HEAD WATTS 815-4SA-SS-NC-FF NORMALLY CLOSED MASTER VALVE. IR-15 FOR 2" DIAMETER AND LARGER TYP DRIP ASSEMBLIES SHALL BE IDENTIFIED WITH PURPLE L i WITH RAIN BIRD-10H NOZZLE 8-9' 25 .72 IR-39 EN CALSENSE FM-1.25B FLOW SENSOR. IR-16 APPROVED PVC SCH 40 RECYCLED WATER PRESSURE LINE IR-23 IDENTIFICATION BODIES, COLLARS, CAPS, CONNECTORS. Z � < HUNTER INST-12-CV POP-UP SPRAY HEAD AS PART OF CALSENSE CONTROLLER ASSEMBLY, REFER TO FOR 1 1/2" DIAMETER AND SMALLER (TYP.) ADAPTERS, ETC. TO PERMANENTLY LABEL THE COMPONENTS AS EMITTING RECYCLED IRRIGATION WITH RAIN BIRD-12H NOZZLE 10-11' 25 1.20 IR-39 CONTROLLER SCHEDULE, FOR SIZE AND MODEL NUMBER SENNINGER PRLG-25 INLINE PRESSURE REGULATOR. DR-6 WATER. THE PURPLE IDENTIFICATION SHALL BE EXPOSED d HUNTER INST-00 SPRAY NOZZLE ON RISERTO WITH RAIN BIRD PA-8S-PRS-8F 6-7' 30 1.05 R-38 © CALSENSE CALSENSE ET2000e SERIES CONTROLLER. REFER TO POC R-20 & IR-21 AMIAD 1-1201, 1" WYE STRAINER WITH RED 120 MESH DISK FILTER THE SURFACE. R-2 4. ALL IRRIGATION RISERS, DRIP LINE, AND COMPONENTS � < 6 LSI t- CONTROLLER SCHEDULE, SEE SHEET 7, FOR MODEL NUMBER, SIZE &HUB INFO. KING BROTHERS KC2-XXX-S SERIES SPRING CHECK VALVE, LINE SIZE. DR-6 THAT ARE NOT AVAILABLE FROM THE MANUFACTURE WITH L1 h F- (n L. L HUNTER HUNTER INST-00 SPRAY NOZZLE ON RISER WITH RAIN BIRD-10H NOZZLE INST-00 SPRAY NOZZLE ON RISER 8-9' 25 .72 R-38 Q PROPOSE RECYCLED WATER METER PROVIDED FOR AND INSTALLED BY OTHERS, A-002 FOR SIZE AND FLOWS, REFER TO POC SCHEDULE THIS SHEET KING BROTHERS KSC-XXX-S SERIES SWING CHECK VALVE, LINE SIZE. PURPLE RECYCLED WATER IDENTIFICATION SHALL BE DR-6 LABELED WITH RECYCLED WATER DECALS OR STICKERS. 5. ALL IRRIGATION COMPONENTS AND VALVES MUST HAVE A LLJ WITH RAIN BIRD-10F NOZZLE 8-9' 25 1.44 R-38 APPROVED RECTANGULAR PLASTIC SPLICE BOX IR-28 NOTE: RECYCLED WATER ID TAG AND A VALVE ID TAG IN A LL1 I- \ CONTRACTOR SHALL RUN THREE (3) SPARE WIRES FROM THE CONTROLLER TO SPRING CHECK VALVES TO BE USED FOR RCV'S LOCATED AT TOP OF SLOPE. PURPLE VALVE BOX WITH A PURPLE LID. THE PURPLE LID z : ® HUNTER INST-00-12F SPRAY NOZZLE ON RISER EACH END OF THE MAIN LINE RUN. MAKE A LOOP FROM AN ADDITIONAL SIX FEET OF WIRE AND INSTALL THE LOOP INSIDE A 10" ROUND VALVE BOX. BRAND THE LID SWING CHECK VALVES TO BE USED FOR RCV'S LOCATED AT TOE OF SLOPE. SHALL BE HEAT BRANDED WITH THE VALVE LABEL. WITH RAIN BIRD-12F NOZZLE 10-11' 25 2.40 IR-38 O 0OF THE VALVE BOX WITH THE LETTERS "SW" FOR FUTURE IDENTIFICATION. ALL RECYCLED WATER AND POTABLE WATER SEPARATION Z © . HUNTER INST-06-CV SPRAY NOZZLE ON RISER SPARE WIRES SHALL BE A DIFFERENT COLOR FROM CONTROL WIRES. BARRET SEE NOTES IN-LINE BOOSTER PUMP ASSEMBLY IR-14 CLEARANCE NOTES O W ( WITH RAIN BIRD-1401 NOZZLE 10-11' 25 2.40 IR-38 THE RECYCLED WATER IRRIGATION MAINLINE IS SHOWN -j DIAGRAMATICALLY FOR CLARITY PURPOSES ONLY. THE < _j NOTE: CONTROLLER VALVE CALL-OUT RECYCLED WATER IRRIGATION MAINLINE MUST, N D 0 ALL HUNTER INST-CV SERIES SPRINKLERS SHALL BE INSTALLED USING RAIN BIRD PLASTIC MPR NOZZLES. MWD NOTES 6 BE INSTALLED WITH A 4' (FOOT) MINIMUM HORIZONTAL CLEARANCE FROM ALL POTABLE WATERLINES AND FIRE WL' CL INSTALL ALL SPRINKLERS ON RISER NEXT TO BUILDINGS AND WALLS A MINIMUM OF TWELVE (12) INCHES AWAY 1. RECYCLED WATER IRRIGATION PRESSURE GALLONS PER MINUTE LINES. 7 BE INSTALLED WITH A 1' (FOOT) OF VERTICAL CLEARANCE CO •EL W FROM THE STRUCTURE. MAINLINES MUST MAINTAIN A MINIMUM OF SO AND BE LOCATED UNDER ALL POTABLE WATERLINES AND FEET OF HORIZONTAL CLEARANCE FROM EDGE 0 CONTROLLER STATION NUMBER FIRE LINES. E I- INSTALL HUNTER CHECK VALVE MODEL HCV-50E-50M-1/2" FOR SPRAY HEADS OR HCV-75F-75M-3/4" FOR ROTOR OF MWD PIPELINE. B. WHERE THE RECYCLED WATER IRRIGATION MAINLINES }y HEADS UNDER NOZZLE TO PREVENT LOW HEAD DRAINAGE. INSTALL CHECK VALVE FOR DETAIL DRAWING. 2. RECYCLED WATER IRRIGATION POINT OF MUST BE INSTALLED ABOVE THE POTABLE WATERLINE,A WO- CONNECTION EQUIPMENT MUST MAINTAIN A 4" (INCH) MINIMUM VERTICAL CLEARANCE MUST BE LSI Z LJW CJ ® HUNTER I-20-12-ADV-2.0 HIGH-UP ROTOR 31' 45 1.5 IR-41 MINIMUM OF 10 FEET OF HORIZONTAL CLEARANCE FORM EDGE OF MWD PIPE LINE. CONTROL VALVE SIZE MAINTAINED AND THE RECYCLED WATER IRRIGATION 03. RECYCLED WATER IRRIGATION PRESSURE NOTE: REFER TO SHEET 7 AND 8 FOR IRRIGATION NOTES. MAINLINE MUST BE INSTALLED IN A CONTINUOUS SLEEVE Z © HUNTER 1-20-12-ADV-2.5LA HIGH-UP ROTOR 33' 50 2.8 IR-41 MAINLINES CROSSING MIND PIPE LINE MUST REFER TO SHEET 9-12 FOR IRRIGATION DETAILS. (PVC CLASS 200 PIPE MINIMUM) WHICH EXTENDS A W trP HUNTER 1-20-12-ADV-1.5SR HIGH-UP ROTOR 25' 50 1.5 IR-41 MAINTAIN MINIMUM P (FOOT) VERTICAL MINIMUM OF 10' (FEET) EACH SIDE OF THE POTABLE n Y CLEARANCE AND SLEEVE WITH HDPE PIPE WITH WATERLINE OR FIRELINE. O HUNTER 1-20-12-ADV-1.OSR HIGH-UP ROTOR 18' 50 1.0 IR-41 FUSION-WELDED JOINTS OR CONTINUOUS STEEL NOTE. (,> - Z 0 w p 8 HUNTER 1-20-00-ADV-2.5LA ROTOR ON RISER 33' 50 2.8 IR-42 SLEEVE WITH GROUT IN THE ANNULAR SPACE AND CATHODIC PROTECTION(UNLESSCOATED ALL IRRIGATION AND PLANTING INSTALLATION SHALL BE COMPLETED ION W 0 CL 8 HUNTER HUNTER 1-20-00-ADV-1.5SR ROTOR ON RISER I-20-00-ADV-1.OSR ROTOR ON RISER 25' 50 18' 50 1.5 1.0 IR-42 IR-42 WITH NON- CONDUCTIVE MATERIAL.), EXTENDING 10 FEET BEYOND THE EDGES OF MWD PIPELINES. PER VALLEY WIDE DETAILS AND SPECIFICATIONS WITH VALLEY WIDE VALLEY WIDE RECREATION O 20 40 60 80 SUPERVISION AND DIRECTION ( 4. CONTRACTOR/DEVELOPER TO NOTIFY MWD go ® HUNTER 1-20-00-ADV-6.0 ROTOR ON RISER 43' 45 6.0 IR-42 WATER SYSTEM OPERATIONS GROUP ETHER & PARK DISTRICT APPROVAL NORTH W Q B HUNTER 1-20-00-ADV-4.0 ROTOR ON RISER 40' 45 4.0 IR-42 DARWIN POTTER OR GERRI MICHAEL AT (951) 926-5853 PRIOR TO STARTING ANY WORK, NOTE: NO LOW HEAD DRAINAGE ALLOWED - SEE LEGEND FOR CHECK VALVES. i W > LilHUNTER v ® I-20-00-ADV-2.OSR ROTOR ON RISER 18' 50 2.0 IR-42 INCLUDING POTHOLING OF MWD PIPELINE AND LOCATION OF IRRIGATION LINES AND SYMBOLS ARE DIAGRAMMATIC. ALL IRRIGATION PROTECTIVE SLABS, IN THE VICINITY OF MWD � z Of U FACILITIES. SHALL BE PLACED IN PLANTING AREAS EXCEPT WHEN CROSSING PAVEMENT. ALL ., . . NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT _j CL x IRRIGATION COMPONENTS TO COMPLY FOR FUTURE RECYCLED WATER IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. CL a (L Dean Wetter Date: DIG ALERT BENCH MARK13270' REvisloNs ACCEPTED BY 'of-Ill WO DESCRIPTON: RIVERSIDE COUNTY DESIGNATION o VTNDSCAp, EASTERN MUNICIPAL WATER DISTRICT COUNTY OF RIVERSIDE p�RE eE c T-42-81 (RESET) NAVD 29 ELEV 1335.240' Borthwick, Guy BettenhaUSen, Inc. D �y �% PCWO 13229 TRACT 31118 / IP 130006 �Py Call: TOLL FREE � Pei 1-800-227-2600 LOCATION: AT THE INTERSECTION OF BENTON ROAD AND BRIGGS ROAD, IN THE NORTHWEST CORNER OF Jeff Kraus - jkrau5@bgb-inc.com 22 NEW BUSINESS DEVELOPMENT CIVIL ENGINEER DATE RECYCLED WATER USE IMPROVEMENTS DOPP. RWUE. - 'i OR THE INTERSECTION 69' NORTHWEST OF POWER POLE X11447E ON THE LINE WITH MAILBOXES, 17' Signature * April 15, 2014 * DEPARTMENT ACCEPTANCE DATE IRRIGATION PLAN 14A-1 COORD. RWUP NEW BUSINESS P.C. 811 NORTH OF BENTON, 15'WEST OF CENTERLINE 2444 Dupont Drive, Irvine CA 92627 �p Dete a�% DATE: OPERATIONS BRIGGS.. SET FIBERGLASS WITNESS POST 1' s T 5)3`12 �Q- '9T P� VALLEY-WIDE STREETSCAPE 98 LD. 5 13 SHT.- OF - WEST OF MONUMENT 949-476-8616 p 949-476-8707 f F OF CAI-SFO DRAWN BY: 9/6/2013 JK MARK APPR. DATE LEON ROAD /..JEAN NICHOLAS ROAD ENGINEERING S.A. 34 D-45654 ART GUY DESCRIPTION E= POS ENGINEER TWO FULL WORKING DAYS BEFORE YOU DIG CHECKED BY: la VO 1 0- IRRIGATION LEGEND; (track 31118 VW) = ,. �4 SYMBOL: MANUFACTURER: MODEL NUMBER; DESCRIPTION: RAD.: P.S.L: G.P.M.: DETAIL: Q ' LLI HUNTER INST-06-CV POP-UP SPRAY HEAD WITH RAIN BIRD -10Q NOZZLE 8-9' 25 36 R-39 QF- 4 HUNTER INST-06-CV POP-UP SPRAY HEAD WITH RAIN BIRD -10H NOZZLE 84 25 IR-39Ld Z .72 a 49 HUNTER INST-06-CV POP-UP SPRAY HEAD o , 6 HUNTER WITH RAIN BIRD -12Q NOZZLE 10-11' 25 .60 INST-06-CV POP-UP SPRAY HEAD IR -39 I l: ® Li WITH RAIN BIRD -12H NOZZLE 10-11' 25 1.20 IR -39 C Q ® HUNTER INST-06-CV POP-UP SPRAY HEAD WITH RAIN BIRD-15SST NOZZLE 4X28' 25 1.11 IR -39 U W v HUNTER INST-12-CV POP-UP SPRAY HEAD Uj I CN d F- V HUNTER WITH 5H RAINBIRD NOZZLE 3-5' 25 .20 INST-12-CV POP-UP SPRAY HEAD WITH 8H RAINBIRD NOZZLE 6-7' 25 .52 R-39 R-39 � _� -� BLOCK WALL PER DEVELOPER'S WALL AND FENCE PLAN -rrrrrrrr +� Ld 10 HUNTER INST-12-CV POP-UP SPRAY HEAD � _ _�� y a H WITH RAIN BIRD -10Q NOZZLE 8-9' 25 .36 R-39 d) - • ® . -►- -�_ Z -0 HUNTER INST-I2-CV POP-UP SPRAY HEAD I- �' I . ZWITH O RAIN BIRD -10H NOZZLE 8-9' 25 .72 IR -39 3/4" , Z E- I HUNTER INST-12-CV POP-UP SPRAY HEAD - 314" "i f� --► O .� La ( WITH RAIN BIRD -12H NOZZLE 10-11' 25 1.20 R-39 '- Ilk-314„Aft 3/4 (� ® HUNTER INST-00 SPRAY NOZZLE ON RISER WITH RAIN BIRD PA -8S -PRS -8F 6-7' 30 1.05 R-38 I C38 6 7 _ ® �. -jow_-. � 1„ CURB C3g ` - W 0= Ell( Q F- J Z 0 V HUNTER HUNTER INST-00 SPRAY NOZZLE ON RISER WITH RAIN BIRD -10H NOZZLE 8-9' 25 .72 INST-00 SPRAY NOZZLE ON RISER WITH RAIN BIRD -10F NOZZLE 8-9' 25 1.44 R-38 R-38- _ I 6.0 ®, L`//yE R.O.W. 1 C4� OSS/G SIDEWALK fi HT 1' 05` ® TRACT BOUNDARY 2\ \ _ \ \ "• a �`� ®'- 94 7 iJ ?s ® HUNTER INST-00-12F SPRAY NOZZLE ON RISER Z WITH RAIN BIRD -12F NOZZLE 10-11' 25 2.40 R-38 I ""- y Q -i L.1 Z F- W • HUNTER INST-06-CV SPRAY NOZZLE ON RISER WITH RAIN BIRD -1401 NOZZLE 10-11' 25 2.40 IR ® m ®e - J Eq PROPOSED RECYCLED -i -38 - .- ��C � , C.L. ,-- . MAINLINE - SEE PLAN \\ bLLJ NOTE: ` _ ` � � .. 0 E to ALL HUNTER INST-CV SERIES SPRINKLERS SHALL BE INSTALLED USING RAIN BIRD PLASTIC MPR NOZZLES. a , ®_ RO,q�� Z INSTALL ALL SPRINKLERS ON RISER NEXT TO BUILDINGS AND WALLS A MINIMUM OF TWELVE (12) INCHES AWAYe ® , DW \ �� > z FROM THE STRUCTURE. ` C/ . SOF 55p HT FC INSTALL HUNTER CHECK VALVE MODEL HCV -50E -50M-1/2" FOR SPRAY HEADS OR HCV -75F -75M-3/4" FOR ROTOR �•..,-- (n CL HEADS UNDER NOZZLE TO PREVENT LOW HEAD DRAINAGE, INSTALL CHECK VALVE FOR DETAIL DRAWING. � _ , W 0 INN Lj W N � HUNTER 1 -20 -12 -ADV -2.0 HIGH-UP ROTOR 31' 45 1.5 IR -41 EMWD STANDARD NOTES 4. ALL IRRIGATION RISERS, DRIP LINE AND Z HUNTER I-20-12-ADV-2.5LA HIGH-UP ROTOR 33' 50 2.8 IR -41 -- © d Q HUNTER 1-20-12-ADV-1.5SR COMPONENTS THAT ARE NOT AVAILABLE FROM THE MANUFACTURE WITH PURPLE RECYCLED 0 HIGH-UP ROTOR 25' 50 1.5 IR-41EMWD CONSTRUCTION NOTE MWD NOTES EL < CL 4- HUNTER 1-20-12-ADV-1.OSR HIGH-UP ROTOR 18' 50 1.0 IR -41 WATER IDENTIFICATION SHALL BE LABELED WITH EASTERN MUNICIPAL WATER DISTRICT REQUIRES THAT ,.u., �y! HUNTER 1-20-00-ADV-2.5LA ROTOR ON RISER 33' 50 2.8 IR -42 APRE-CONSTRUCTION CONFERENCE BE SCHEDULED RECYCLED WATER DECALS OR STICKERS. 1. RECYCLED WATER IRRIGATION PRESSURE PRIOR TO ANY CONSTRUCTION BY CALLING THE 5. ALL IRRIGATION COMPONENTS AND VALVES MUST MAINLINES MUST MAINTAIN A MINIMUM OF 10 HUNTER I-20-00-ADV-1.SSR ROTOR ON RISER 25' S0 1.5 IR -42 EASTERN MUNICIPAL WATER DISTRICT FIELD HAVE A RECYCLED WATER ID TAG AND A VALVE ID FEET OF HORIZONTAL CLEARANCE FROMEDGE TAG IN A PURPLE VALVE BOX WITH A PURPLE LID. OF MWD PIPELINE. HUNTER 1-20-00-ADV-1.OSR ROTOR ON RISER 18' 50 1.0 IR -42 ENGINEERING DEPARTMENT AT (951) 928-3777, EXTENSION 4830. THE PURPLE LID SHALL BE HEAT BRANDED WITH 2. RECYCLED WATER IRRIGATION POINT OF THE VALVE LABEL, CONNECTION EQUIPMENT MUST MAINTAIN A p ® HUNTER 1 -20 -00 -ADV -6.0 ROTOR ON RISER 43' 45 6.0 IR -42 MINIMUM OF 10 FEET OF HORIZONTAL INSTALLATION NOTES RECYCLED WATER AND POTABLE WATER SEPARATION CLEARANCE FORM EDGE OF MWD PIPE LINE. GL' O HUNTER (-20-00-ADV-4.0 ROTOR ON RISER 40' 45 4.0 IR -42 L- .,, ��.� .. ��.=d �� �r.�d u� �, ��� _�._�. .,.,�.,,. �...... ...... . ....� .. .�... t. THE RECYCLED WATER IRRIGATION SYSTEM 3. RECYCLED WATER IRRIGATION PRESSURE CLEARANCE NOTES LLI-� HUNTER I-20-00-ADV-2.OSR ROTOR ON RISER 18' 50 2.0 IR -42 - APPROVED PVC SCH 40 IRRIGATION WIRE CONDUIT (SEE NOTES FOR SIZE) IR -23 MWD PIPE LINE MUST SHOWN ON THESE PLANS SHALL BE MAINLINESTAIMINIMUM CONSTRUCTED IN ACCORDANCE WITH THE MOST THE RECYCLED WATER IRRIGATION MAINLINE IS SHOWN MAINTAIN MINIMUM i (FOOT) VERTICAL FEBCO 850U SERIES DOUBLE CHECKBACKFLOW PREVENTION DEVICE IR -12A N 0 APPROVED PVC SCH 40 IRRIGATION SLEEVE (SEE NOTES FOR SIZE) R-23 DIAGRAMATICALLY FOR CLARITY PURPOSES ONLY. THE RECENT EDITION OF THE EMWD RECYCLED WTER CLEARANCE AND SLEEVE WITH HDPE PIPE WITH RECYCLED WATER IRRIGATION MAINLINE MUST; LO OD INSIDE A SENTRY MAX SECURITY LOCK -DOWN. APPROVED PVC SCH40 LATERAL LINE PIPE FOR SPRAY(SIZE AS NOTED) IR -23 IRRIGATION GUIDELINE AND EMWD STANDARDS FUSION -WELDED JOINTS OR CONTINUOUS STEEL AND SPECIFICATIONS FOR DEVELOPER'S 6. BE INSTALLED WITH A 4' (FOOT) MINIMUM SLEEVE WITH GROUT IN THE ANNULAR SPACE CONTACT D&M MANUFACTURING INC. AT 951-674-1908 _ _ _ - APPROVED PVC SCH40 LATERAL LINE PIPE FOR DRIP SHRUB. IR -23, DR -1, HORIZONTAL CLEARANCE FROM ALL POTABLE AND CATHODIC PROTECTION(UNLESS COATED PROJECTS. O YARDNEY MCS2-V1 FLANGED FILTER -CONTRACTOR SHALL PROVIDE CUT A-005 INSTALL SALCO PST -SERIES W/PVC-IHX-XX EMITTER (XX= DR -2, & DR -3 WATERLINES AND FIRE LINES. WITH NON- CONDUCTIVE MATERIAL), 2. HOSE BIBS ARE STRICTLY PROHIBITED ON 7. BE INSTALLED WITH A t' (FOOT) OF VERTICAL EXTENDING 10 FEET BEYOND THE EDGES OF SHEET TO EMWD REQUIRED NIPPLE LENGTH). RECYCLED WATER IRRIGATION SYSTEMS. POTABLE CLEARANCE AND BE LOCATED UNDER ALL MWD PIPELINES. RAIN BIRD PESB-PRS SERIES ELECTRIC CONTROL VALVE IR REFER TO THE EMITTER SCHEDULE FOR QUAINITIES AND DR -6 QUICK COUPLERS ARE NOT ALLOWED WITHIN THE POTABLE WATERLINES AND FIRE LINES. 4. CONTRACTOR/DEVELOPER TO NOTIFY MWD RECYCLED WATER IRRIGATION AREA. WATER SYSTEM OPERATIONS GROUP ETHER -1 SPACING 8. WHERE THE RECYCLED WATER IRRIGATION LLJ POC. PROVIDE 1" RAINBIRD PESB RCV FOR AUTO FLUSHING, REFER TO MAINLINES MUST BE INSTALLED ABOVE THE DARWIN POTTER OR GERRI MICHAEL AT (951) COLOR CODING NOTES Z ; Q STANDARD DETAIL IR -8. APPROVED PVC SCH40 LATERAL LINE PIPE FOR DRIP TREE. IR -23 & DR -4 POTABLE WATERLINE, A 4" (INCH) MINIMUM 926-5853 PRIOR TO STARTING ANY WORK, 3. ALL IRRIGATION EMISSION DEVICES, SUCH AS • �• RAIN BIRD PESBR-PRS-D SERIES DRIP REMOTE CONTROL VALVE ASSEMBLY. IR -2 INSTALL PST -2 W/PVC-IHX-XX EMITTER (XX- INCLUDING POTHOLING OF MWD PIPELINE AND VERTICAL CLEARANCE MUST TI MAINTAINED AND SPRAYHEADS, ROTORS, BUBBLERS, DRIP EMITTERS, PROTECTIVE SLABS, IN THE VICINITY OF MWD V) D NIP REQUIRED NIPPLE LENGTH), THE RECYCLED WATER IRRIGATION MAINLINE MUST OR DRIP ASSEMBLIES SHALL BE IDENTIFIED WITH FACILITIES. w ® FERTIBOOST 1 FERTILIZER INJECTION SYSTEM R-18 REFER TO THE EMITTER SCHEDULE FOR QUAINITIES AND BE INSTALLED IN A CONTINUOUS SLEEVE (PVC PURPLE IDENTIFICATION BODIES, COLLARS, CAPS, < Q W CONTACT: GREEN PRODUCT SALES, DARYL GREEN AT SPACING CONNECTORS, ADAPTERS, ETC. TO PERMANENTLY CLASS 200 PIPE MINIMUM) WHICH EXTENDS A ' p Z 619-232-7867 FOR ASSISTANCE IN SPECIFYING AND LABEL THE COMPONENTS AS EMITTING RECYCLED MINIMUM OF 10' (FEET) EACH SIDE OF THE '® NELSON INSTALLATION OF THE INJECTION SYSTEM. 7645NP ACME THREAD QUICK COUPLING VALVE W/ LOCKING PURPLE COVER A-007 NOTE: ALL LATERAL PIPE SIZE FOR DRIP EMITTER FOR TREES AND SHRUBS TO BE 3/4" PVC SCHEDULE 40 UNLESS OTHERWISE NOTED. IRRIGATION WATER. THE PURPLE IDENTIFICATION POTABLE WATERLINE OR FIRELINE. SHALL BE EXPOSED TO THE SURFACE. m m a DURA #548-007 FLUSH CAP. INSTALL DRIP FLUSH ASSEMBLY PER DETAIL. A-009 Ir- PROVED PVC 315 RECYCLED WATER PRESSURE LINE IR -23 NOTE: REFER TO SHEET 7 AND 8 FOR IRRIGATION NOTES. zm NIBCO T-580 ISOLATION BALL VALVE IR -4 FOR 2" DIAMETER AND LARGER TYP REFER TO SHEET 9-12 FOR IRRIGATION DETAILS. Z �' p 0 � WATTS 815-4SA-SS-NC-FF NORMALLY CLOSED MASTER VALVE. IR -15 [APPROVEDPVC SCH 40 RECYCLED WATER PRESSURE LINE IR -23 Z CALSENSE FM -1.25B FLOW SENSOR, IR -16 FOR 1 1/2" DIAMETER AND SMALLER (TYP.) NOTE: O I III J AS PART OF CALSENSE CONTROLLER ASSEMBLY, REFER TO SEN'NINGER PRLG-25 INLINE PRESSURE REGULATOR, DR -6 ALL IRRIGATION AND PLANTING INSTALLATION SHALL BE COMPLETED Q DO < >- CONTROLLER SCHEDULE, FOR SIZE AND MODEL NUMBER CC j _J ® AMIAD 1-1201, 1" WYE STRAINER WITH RED 120 MESH DISK FILTER IR -2 PER VALLEY WIDE DETAILS AND SPECIFICATIONS WITH VALLEY WIDE J O CALSENSE CALSENSE ET2000e SERIES CONTROLLER. REFER TO POC IR -20 & IR -21 © CONTROLLER SCHEDULE, SEE SHEET 7, FOR MODEL NUMBER, SIZE & HUB INFO, m KING BROTHERS KC2- S SERIES SPRING CHECK VALVE, , . LINE SIZE - 6 DR SUPERVISION AND DIRECTION Li IL KING BROTHERS KSC-XXX-S SERIES SWING CHECK VALVE, LINE SIZE. DR -6 Z 0 PROPOSE RECYCLED WATER METER PROVIDED FOR AND INSTALLED BY OTHERS, A-002 LJ FOR SIZE AND FLOWS, REFER TO POC SCHEDULE THIS SHEET H NOTE: NOTE: NO LOW HEAD DRAINAGE ALLOWED - SEE LEGEND FOR CHECK VALVES. ® APPROVED RECTANGULAR PLASTIC SPLICE BOX CONTRACTOR SHALL RUN THREE (3) SPARE WIRES FROM THE CONTROLLER TO IR -28 SPRING CHECK VALVES TO BE USED FOR RCV'S LOCATED AT TOP OF SLOPE. .LOCATION OF IRRIGATION LINES AND SYMBOLS ARE DIAGRAMMATIC. ALL IRRIGATION Lai d EACH END OF THE MAIN LINE RUN. MAKE A LOOP FROM AN ADDITIONAL SIX FEET SWING CHECK VALVES TO BE USED FOR RCVS LOCATED AT TOE OF SLOPE. SHALL BE PLACED IN PLANTING AREAS EXCEPT WHEN CROSSING PAVEMENT. ALL Z � OF WIRE AND INSTALL THE LOOP INSIDE A 10" ROUND VALVE BOX. BRAND THE LID Z Q OF THE VALVE BOX WITH THE LETTERS "SW" FOR FUTURE IDENTIFICATION, ALL Q BARRET SEE NOTES IN-LINE BOOSTER PUMP ASSEMBLY IR -14 IRRIGATION COMPONENTS TO COMPLY FOR FUTURE RECYCLED WATER Q Z SPARE WIRES SHALL BE A DIFFERENT COLOR FROM CONTROL WIRES. w 0 o CONTROLLER VALVE CALL -OUT L� Z 0 d GALLONS PER MINUTE LLI O ® En 0 CONTROLLER STATION NUMBER EE VALLEY WIDE RECREATION 0 20 40 60 SO & PARK DISTRICT APPROVAL NORTH LLJ p V) CONTROL VALVE SIZE CJ j U Z w a_ U Q FD . � � �. �--��.n_.�... NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT J CL CL w IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. <c all. Dean Wetter Date: DIG ALERT BENCH MARK REVISIONS ACCEPTED BY: p-ol 13270 PORE DESCRIPTION: RIVERSIDE COUNTY DESIGNATION 0a `pNDSCgpF9 EASTERN MUNICIPAL WATER DISTRICT COUNTY OF RIVERSIDE 1 WO eE y0a T-42-81 (RESET) NAVD 29 ELEV 1335.240' Borthwick, Gu Bettenhausen Inc. �Q Rc y` �N DG" PI 13229 C Call: TOLL FREE Y , % m TRACT 31118 / IP 130006 1-800-227-2800 LOCATION: AT THE INTERSECTION OF BENTON ROAD AND BRIGGS ROAD, THENORTHWESTCORNERER _ Jeff Kraus )kraus@bgb-inc.com � 221 n -+ NEW BUSINESS DEVELOPMENT CIVIL ENGINEER DATE RECYCLED WATER USE IMPROVEMENTS DOPP RWUE: DEPARTMENT ACCEPTANCE DATE ' OR I THE INTERSECTION 69 NORTHWEST OF POWER * Si are * I 811 POLE X11447E ON THE LINE WITH MAILBOXES, 17' NORTH OF BENTON, 15 WEST OF CENTERLINE 2444 Dupont Drive, Irvine CA 92627 April__at 201 Date a IRRIGATION PLAN 14A-1 GOORD RWUP: NEW BUSINESS P.C. _ BRIGGS, SET FIBERGLASS WITNESS POST 1' 'L� '. DATE. OPERATIONS p 5/3111 �P ATF VALLEY -WIDE STREETSC•'APE 98 �3 9/6/2013 JK MARK APPR. DATE WEST OF MONUMENT �� 949-476-8616 p 949-476-8707 f OF CALFODRAWN BY: I.D. HT.OF TWO FULL WORKING DAYS BEFORE YOU DIG CHECKED BY: ENGINEERING LEON ROAD / JEAN NICHOLAS ROAD g q 34 D-45664 POS ENGINEER I ART GUY DESCRIPTION EMWD la VO 1 CL CL 4L - d +4 W H e; Z W F- w GENERAL IRRIGATION NOTES vt w W I IRRIGATION SLEEVE (SEE NOTES FOR SIZE) 1. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE APPROVED LATERAL LINE PIPE FOR SPRAY(SIZE AS NOTED) Z PVC SCH40 THE INSTALLATION OF THE RECYCLED WATER SYSTEM SHALL CONFORM TO THE STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR E. Z REPLACE ALL ITEMS DAMAGED BY HIS WORK AT NO EXPENSE TO THE OWNER. HE 0 se SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION R REFER TO THE EMITTER SCHEDULE FOR QUAINITIES AND AND INSTALLATION OF PIPE SLEEVES AND LATERAL LINES THROUGH WALLS, UNDER Z THE EASTERN MUNICIPAL WATER DISTRICT INSPECTION DEPARTMENT SHALL BE NOTIFIED ROADWAYS, DRIVES, AND PAVING, ETC. F A IR -23 & DR -4 W w GENERAL IRRIGATION NOTES vt EMWD ON-SITE RECYCLED AND POTABLE WATER NOTES W I IRRIGATION SLEEVE (SEE NOTES FOR SIZE) 1. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE APPROVED LATERAL LINE PIPE FOR SPRAY(SIZE AS NOTED) Z PVC SCH40 THE INSTALLATION OF THE RECYCLED WATER SYSTEM SHALL CONFORM TO THE STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR E. Z REPLACE ALL ITEMS DAMAGED BY HIS WORK AT NO EXPENSE TO THE OWNER. HE 0 se SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, REFER TO THE EMITTER SCHEDULE FOR QUAINITIES AND AND INSTALLATION OF PIPE SLEEVES AND LATERAL LINES THROUGH WALLS, UNDER Z THE EASTERN MUNICIPAL WATER DISTRICT INSPECTION DEPARTMENT SHALL BE NOTIFIED ROADWAYS, DRIVES, AND PAVING, ETC. F A IR -23 & DR -4 W N 2. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN WARNING SIGNS AND LABELS SHOULD READ "CAUTION: RECYCLED WATER DO NOT DRINK", REQUIRED NIPPLE LENGTH). I <C < ALL ON-SITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON PROJECT SHALL BE PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL Z Cr VALVES IN SHRUB AREAS UNLESS OTHERWISE DIRECTED BY THE OWNER'S 45.0 SPECIFICATIONS. N APPROVED COLORED AND STENCILED PIPE AND/OR WARNING TAPES SHALL BE USED ON ALL CONSTANT 3. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING 42.4 PRESSURE PIPING CARRYING EITHER RECYCLED OR POTABLE WATER. _ I ILLJ;ems DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL < J VERIFY WATER PRESSURE PRIOR TO EACH CONSTRUCTION. REPORT ANY 0 10-11' _; .60 ILLJ RAIN BIRD Z Cti G O C) i tZnA HUNTER INST-06-CV POP-UP SPRAY HEAD E- F_ H W W IR -18 WITH RAIN BIRD -12H NOZZLE J W Z i IR -39 i W IN cr- W I NELSON Q p 0 Z DURA z S Lil OILLI G� C N WATTS ® . J. Z O FM -1.25B FLOW SENSOR. = V) Z LAJ Lj W WITH 5H RAINBIRD NOZZLE 3-5' > .20 IR -39 O Z 0 HUNTER K ® Z PROPOSE RECYCLED WATER METER PROVIDED FOR AND INSTALLED BY OTHERS, A-002 Y Y Fv 6-7' J C] IR -39 W v HUNTER INST-12-CV POP-UP SPRAY HEAD W W LjW C3 CD W 25 CL' C) ) Z INST-12-CV POP-UP SPRAY HEAD LL I- J w C FUTURE RECYCLED WATER WITH RAIN BIRD -10H NOZZLE d Q CL IR -39 CL w HUNTER INST-12-CV POP-UP SPRAY HEAD Q d WARNING TAPES SHALL BE A MINIMUM OF 3 INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE, AND 6 INCHES ABOVE THE PIPE. DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION OT THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE -1 11 1L VV 1, 1lJ JI Ill , UI I VI, I L, 1L 1 Ii 1111 , I1Vl UVIV 1111I- VIII 1L1. GENERAL IRRIGATION NOTES PVC SCH 40 EMWD ON-SITE RECYCLED AND POTABLE WATER NOTES IR -23 I IRRIGATION SLEEVE (SEE NOTES FOR SIZE) 1. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE APPROVED LATERAL LINE PIPE FOR SPRAY(SIZE AS NOTED) HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, PVC SCH40 THE INSTALLATION OF THE RECYCLED WATER SYSTEM SHALL CONFORM TO THE STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR APPROVED REGULATIONS FOR THE CONSTRUCTION OF RECYCLED WATER SYSTEMS WITHIN THE REPLACE ALL ITEMS DAMAGED BY HIS WORK AT NO EXPENSE TO THE OWNER. HE APPROVED EASTERN MUNICIPAL WATER DISTRICT. SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, REFER TO THE EMITTER SCHEDULE FOR QUAINITIES AND AND INSTALLATION OF PIPE SLEEVES AND LATERAL LINES THROUGH WALLS, UNDER - • - - - • - APPROVED THE EASTERN MUNICIPAL WATER DISTRICT INSPECTION DEPARTMENT SHALL BE NOTIFIED ROADWAYS, DRIVES, AND PAVING, ETC. PVC SCH40 TWO WORKING DAYS PRIOR TO THE START OF CONSTRUCTION AT (951) 928-3777, EXTENSION IR -23 & DR -4 SENNINGER 4838. 2. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN WARNING SIGNS AND LABELS SHOULD READ "CAUTION: RECYCLED WATER DO NOT DRINK", REQUIRED NIPPLE LENGTH). PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN ® AMIAD ALL ON-SITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON PROJECT SHALL BE PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL ® KING BROTHERS IDENTIFIED IN ACCORDANCE WITH THE DISTRICT'S REGULATIONS AND THE IRRIGATION VALVES IN SHRUB AREAS UNLESS OTHERWISE DIRECTED BY THE OWNER'S 45.0 SPECIFICATIONS. REPRESENTATIVE. APPROVED COLORED AND STENCILED PIPE AND/OR WARNING TAPES SHALL BE USED ON ALL CONSTANT 3. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING 42.4 PRESSURE PIPING CARRYING EITHER RECYCLED OR POTABLE WATER. PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION (46.4) DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL YARDNEY J VERIFY WATER PRESSURE PRIOR TO EACH CONSTRUCTION. REPORT ANY 0 WARNING TAPES SHALL BE A MINIMUM OF 3 INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE, AND 6 INCHES ABOVE THE PIPE. DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION OT THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE -1 11 1L VV 1, 1lJ JI Ill , UI I VI, I L, 1L 1 Ii 1111 , I1Vl UVIV 1111I- VIII 1L1. NOT REPORTED PRIOR TO THE START OF CONSTRUCTION, THE PVC SCH 40 IRRIGATION WIRE CONDUIT (SEE NOTES FOR SIZE) IR -23 PVC SCH 40 IRRIGATION SLEEVE (SEE NOTES FOR SIZE) IR -23 PVC SCH40 LATERAL LINE PIPE FOR SPRAY(SIZE AS NOTED) IR -23 PVC SCH40 LATERAL LINE PIPE FOR DRIP SHRUB, IR -23, DR -1, KSC-XXX-S SERIES INSTALL SALCO PST -SERIES W/PVC-IHX-XX EMITTER. (XX-- DR -2, & DR -3 CONNECTION FORM THE ELECTRICAL SOURCE TO THE CONTROLLER. REQUIRED NIPPLE LENGTH). 3. WARNING TAPE FOR THE RECYCLE WATER PIPING SHALL BE PURPLE IN COLOR, PANTONE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, REFER TO THE EMITTER SCHEDULE FOR QUAINITIES AND DR -6 522C, WITH THE WORDS "CAUTION: RECYCLE WATER" IMPRINTED IN MINIMUM 1 INCH HIGH SPACING THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE PVC SCH40 LATERAL LINE PIPE FOR DRIP TREE. IR -23 & DR -4 SENNINGER INSTALL SALCO PST -2 W/PVC-IHX-XX EMITTER. (XX= OR DIFFERENCES SHOULD IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE WARNING SIGNS AND LABELS SHOULD READ "CAUTION: RECYCLED WATER DO NOT DRINK", REQUIRED NIPPLE LENGTH). OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT ® AMIAD REFER TO THE EMITTER SCHEDULE FOR QUAINITIES AND PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY ® KING BROTHERS SPACING FOR ANY REVISIONS NECESSARY. NOTE: ALL LATERAL PIPE SIZE FOR DRIP EMITTER FOR TREES AND SHRUBS TO BE 3/4" PVC SCHEDULE 40 UNLESS OTHERWISE NOTED. 2. WARNING TAPE FOR THE POTABLE WATER PIPING SHALL BE BLUE IN COLOR WITH THE NOT REPORTED PRIOR TO THE START OF CONSTRUCTION, THE PST -1 "CAUTION: IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION RECYCLED WATER PRESSURE LINE APPROVED WORDS BURIED WATERLINE BELOW" IMPRINTED MINIMUM 1 INCH HIGH LETTERS NECESSARY INLINE PRESSURE REGULATOR. 1-1201, 1" WYE STRAINER BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. KC2-XXX-S SERIES SPRING CHECK VALVE, LINE SIZE. KSC-XXX-S SERIES SWING CHECK VALVE, LINE SIZE. 4. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE CONNECTION FORM THE ELECTRICAL SOURCE TO THE CONTROLLER. APPROVED 3. WARNING TAPE FOR THE RECYCLE WATER PIPING SHALL BE PURPLE IN COLOR, PANTONE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, S. ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED Z 522C, WITH THE WORDS "CAUTION: RECYCLE WATER" IMPRINTED IN MINIMUM 1 INCH HIGH GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE STEM TOPS HAVING OVER FIVE (5) FEET COVER ARE TO HAVE AN EXTENSION INSTALLED AND LETTERS BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS SENNINGER 36" BOX TREE OR DIFFERENCES SHOULD IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE WARNING SIGNS AND LABELS SHOULD READ "CAUTION: RECYCLED WATER DO NOT DRINK", ALL PRESSURE MAINLINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT ® AMIAD TO MAINTAIN FOUR (4) FOOT MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY ® KING BROTHERS PIPING. WHERE RECYCLED AND POTABLE WATER PRESSURE MAINLINE PIPING CROSS, THE FOR ANY REVISIONS NECESSARY. 45.0 RECYCLED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING TO .72 KING BROTHERS MAINTAIN A ONE (1) FOOT MINIMUM VERTICAL CLEARANCE, WHERE THE RECYCLED WATER 5. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE 42.4 PVC 315 RECYCLED WATER PRESSURE LINE PST -1 FOR 2" DIAMETER AND LARGER TYP PVC SCH 40 RECYCLED WATER PRESSURE LINE AND 6:00 AM, UNLESS OTHERWISE PERMITTED BY THE DISTRICT. FOR 1 1/2" DIAMETER AND SMALLER (TYP.) PRLG-25 INLINE PRESSURE REGULATOR. 1-1201, 1" WYE STRAINER WITH RED 120 MESH DISK FILTER KC2-XXX-S SERIES SPRING CHECK VALVE, LINE SIZE. KSC-XXX-S SERIES SWING CHECK VALVE, LINE SIZE. PRESSURE LINE MUST BE INSTALLED ABOVE THE POTABLE WATER PRESSURE LINE, A FOUR (4) UNLESS OTHERWISE SPECIFIED. INCH MINIMUM VERTICAL CLEARANCE MUST BE MAINTAINED AND THE RECYCLED WATER NOTE: PRESSURE LINE MUST BE INSTALLED IN A CONTINUOUS PVC CLASS 200 PIPE SLEEVE WHICH 6. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS SPRING CHECK VALVES TO BE USED FOR RCV'S LOCATED AT TOP OF SLOPE. EXTENDS A MINIMUM OF 10 FEET ON EITHER SIDE OF THE POTABLE WATER PIPING. THE AND VALVES FOR OPTIMUM COVERAGE AND TO PREVENT OVER SPRAY ONTO SWING CHECK VALVES TO BE USED FOR RCV'S LOCATED AT TOE OF SLOPE. MINIMUM SEPARATION DISTANCES REFERENCED ABOVE SHALL BE MEASURED FROM THE WALKS STREETS WALLS ETC THIS SHALL INCLUDE USE OF RAIN -BIRD PRESSURE NEAREST OUTSIDE EDGE OF EACH PIPE BARREL AND/OR SLEEVE. COMPENSATING SCREENS "PCS", SELECTING THE BEST DEGREE OF ARC TO FIT THE BARRET PST -1 EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH ALL AUTOMATIC CONTROLLERS MUST BE SET TO OPERATE BETWEEN THE HOURS OF 9:00 PM REMOTE CONTROL VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR AND 6:00 AM, UNLESS OTHERWISE PERMITTED BY THE DISTRICT. EACH SYSTEM, CONTACT THE DISTRICT INSPECTION DEPARTMENT TWO (2) WORKING DAYS PRIOR TO THE 7. 120 VAC POWER SOURCE FOR THE CONTROLLER SHALL BE PROVIDED UNDER IRRIGATION SYSTEM COVERAGE TEST AT (951) 928-3777, EXTENSION 4838, AND ARRANGE FOR THE ELECTRICAL SECTION OF THE SPECIFICATIONS. IT SHALL BE THE A SYSTEM WALK THROUGH. RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE ELECTRICAL 3 SERVICE WITH THE GENERAL CONTRACTOR AND SHALL MAKE THE FINAL ALL VALVE CONVERTS FOR ON-SITE DISTRICT OPERATED RECYCLED WATER FACILITIES SHALL CONNECTION FORM THE ELECTRICAL SOURCE TO THE CONTROLLER. BE TRIANGULAR IN SHAPE WITH THE WORDS "RECYCLE WATER" CAST THEREON PER PST -2 STANDARD DRAWING NO. PA -2 S. ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED Z IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) ALL MAINLINE VALVES SHALL BE ACCESSIBLE DURING PROJECT DEVELOPMENT, ALL VALVE THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE STEM TOPS HAVING OVER FIVE (5) FEET COVER ARE TO HAVE AN EXTENSION INSTALLED AND OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. IN PINNED TO THE VALVE OPERATING NUT PER STANDARD DRAWING NO. PA -2. ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE 36" BOX TREE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF WARNING SIGNS AND LABELS SHOULD READ "CAUTION: RECYCLED WATER DO NOT DRINK", CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS, AND SHOULD BE IN BOTH ENGLISH AND IN SPANISH THE SIGNS SHOULD - 48" BOX TREE SEE NOTES IN-LINE BOOSTER PUMP ASSEMBLY CONTROLLER VALVE CALL -OUT I GALLONS PER MINUTE CONTROLLER STATION NUMBER CONTROL VALVE SIZE INCLUDETHt EMITTER SCHEDULE: INTERNATIONAL SYMBOL FOR DO NOT DRINK. (SEE FIGURE 11) 9. ALL LATERAL LINE PIPING UNDER PAVING WITHOUT A SLEEVE SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING, A COPY OF ALL IRRIGATION AS -BUILT DRAWINGS SHALL BE GIVEN TO THE EMWD INSPECTOR INSTALL SALCO PCR SERIES EMITTERS TO THE SHRUBS AND TREES PER THE FOLLOWING SCHEDULE: PRECEDING FINAL COVERAGE TEST. 10, PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS NO SUBSTITUTIONS OF SMALLER PIPE SHALL BE PERMITTED BUT SUBSTITUTIONS OF CONTAINER SIZE: EMITTER MODEL # QTY. AT EDGE OF QTY. 6" FROM WHEN POTABLE WATER IS ON-SITE THE REQUIRED DEPARTMENT OF HEALTH TITLE 22 CROSS LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE ROOTBALL. NON -DISTURBED CONNECTOR SHUTDOWN TEST SHALL PRECLUDE THE FINAL. RELEASE OF THE IRRIGATION REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. SOIL SYSTEM BY AND WILL BE CONDUCTED BY EMWD'S SOURCE CONTROL DEPARTMENT, IR -23 IR -23 IR -14 EMITTER QTY. 11. FINAL LOCATION OF THE AUTOMATIC CONTROLLER LOCATION SHALL BE 1 GALLON SHRUB PST -1 1 EACH - 1 APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE, 5 GALLON SHRUB PST -2 1 EACH - 1 < 15 GALLON SHRUB PST -2 3 EACH - 3 ti W m 12. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB AND GROUND COVER FIGURE 1 24" BOX TREE PST -2 4 EACH - 4 Z 3.4 AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1 -INCH 1 1/2" 00 LATERAL LINE PIPE: varies ABOVE FINISH GRADE. 36" BOX TREE PST -2 5 EACH - 5 gain 48" BOX TREE PST -2 6 EACH - 6 13. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN LAWN AREAS SHALL BE WITH RAIN BIRD -10H NOZZLE 45.0 TOTAL SYSTEM REQUIREMENTS: .72 ~ d 1 1/2" 2.3 Lj 1 1/2" 12.9 C] Z 1 1/2" 2.2 AMIAD SCREEN FILTER < 3.5 FERTILIZER INJECTION DEVICE 2" 0 ti W m 1.3 F_ 1 1/2" 3.3 MAIN LINE PIPE: Z 3.4 Z 1 1/2" 00 LATERAL LINE PIPE: varies 3.2 U OL Z ELEVATION DIFFERENTIAL: gain 0.0 O 55.6 w I WITH RAIN BIRD -10H NOZZLE 45.0 TOTAL SYSTEM REQUIREMENTS: .72 88.9 STATIC PRESSURE: INSIDE A SENTRY MAX SECURITY LOCK -DOWN. 42.4 RESIDUAL WATER PRESSURE (46.4) D YARDNEY J 0 0 10-11' CL .60 ILLJ RAIN BIRD LL IE 4Y POC. PROVIDE 1" RAINBIRD PESB RCV FOR AUTO FLUSHING. REFER TO STANDARD DETAIL IR -8. tZnA HUNTER INST-06-CV POP-UP SPRAY HEAD E- F_ Ia FERTIBOOST 1 FFA IR -18 WITH RAIN BIRD -12H NOZZLE Of W 1.20 IR -39 IL W IN W W Z NELSON 0 p 0 Z DURA z A-009 Lil 4X28' 25 O N WATTS ® . INST-12-CV POP-UP SPRAY HEAD CALSENSE FM -1.25B FLOW SENSOR. F V) 0 [0 Lj W WITH 5H RAINBIRD NOZZLE 3-5' V) .20 IR -39 O Z N HUNTER F- Q Q PROPOSE RECYCLED WATER METER PROVIDED FOR AND INSTALLED BY OTHERS, A-002 Y < Fv 6-7' 25 .52 IR -39 W HUNTER INST-12-CV POP-UP SPRAY HEAD Lj W fJ y CD Z 25 CL' C) HUNTER INST-12-CV POP-UP SPRAY HEAD LL CL a w FUTURE RECYCLED WATER WITH RAIN BIRD -10H NOZZLE 8-9' DIG ALERT WATER METER: 1 1/2" 2.3 BACK-FLOW PREVENTOR: 1 1/2" 12.9 FLOW SENSOR: 1 1/2" 2.2 AMIAD SCREEN FILTER ABOVE FINISH GRADE. 3.5 FERTILIZER INJECTION DEVICE 2" 4.2 GATE VALVE: line size 1.3 MASTER VALVE: 1 1/2" 3.3 MAIN LINE PIPE: varies 3.4 REMOTE CONTROL VALVE: 1 1/2" 3.6 LATERAL LINE PIPE: varies 3.2 FITTINGS (10% OF PIPE LOSS): 2" 4.0 ELEVATION DIFFERENTIAL: gain 0.0 TOTAL SYSTEM LOSSES: 55.6 43.9 REQUIRED HEAD PRESSURE: WITH RAIN BIRD -10H NOZZLE 45.0 TOTAL SYSTEM REQUIREMENTS: .72 88.9 STATIC PRESSURE: INSIDE A SENTRY MAX SECURITY LOCK -DOWN. 42.4 RESIDUAL WATER PRESSURE (46.4) SLEEVE AND CONDUIT SCHEDULE: INSTALLED SO THAT THE TOP OF THE SPRINKLER HEADS ARE FLUSH WITH THOROUGHLY FLUSH ALL DRIP TUBING PRIOR TO INSTALLING EMITTERS AND FLUSH AGAIN AFTER INSTALLING ADJACENT SIDEWALK OR CURB. EMITTERS. THE CONTRACTOR IS RESPONSIBLE FOR ALL PLANT MATERIAL LOST DUE TO EMITTER CLOGGING DURING 19, THE CONTRACTOR SHALL ALLOW FOR A ASSORTMENT OF VARIABLE THE CONSTRUCTION AND MAINTENANCE PERIODS AT NO ADDITIONAL COST TO THE OWNER. 14. AFTER RECEIVING NOTIFICATION BY THE OWNER'S AUTHORIZED MAX REPRESENTATIVE, THE IRRIGATION CONTRACTOR, WITHIN TEN (10) DAYS SHALL ADJUST ALL LAWN HEADS SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/4 -INCH IRRIGATION CONTROLLER SCHEDULE (track 31118 vw): ABOVE FINISH GRADE. ADDITIONAL CALSENSE ANTENNA EQUIPMENT AND CALSENSE ANTENNA ACCESSORIES MAY BE REQUIRED BASED ON THE 20. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. PROPOSED CONTROLLER LOCATION, FINAL LOCATION OF THE CONTROLLER ASSEMBLY SHALL BE APPROVED BY THE 15. ALL EQUIPMENT INSTALLED IN VALVE BOXES SHALL BE INSTALLED PER DETAIL OWNER'S AUTHORIZED REPRESENTATIVE. REFER TO THE SCHEDULE BELOW FOR THE CONTROLLER MODEL NUMBER AND DRAWINGS WITHOUT CUTTING SIDE WALLS OF THE VALVE BOX. CUT VALVE BOXES DETAIL'B' SHEET 5 FOR WIRING. 120VAC POWER TO THE CONTROLLER TO BE PROVIDED BY OTHERS. THE CONTRACTOR WILL BE REPLACED WITH NEW VALVE BOXES AS INSPECTED BY THE OWNERS SHALL BE RESPONSIBLE FOR CONNECTING THE 120VAC POWER WIRE TO THE CONTROLLER. ALL 120VAC POWER WIRING AUTHORIZED REPRESENTATIVE AT THE CONTRACTOR'S OWN EXPENSE. SHALL BE COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR. THE CONTRACTOR SHALL CONNECT THE LOW VOLTAGE 16. THE CONTRACTOR SHALL RUN THREE (3) SPARE WIRES AND ONE (1) COMMON CONTROL WIRES TO THE CONTROLLER TERMINAL STRIP IN THE SEQUENCE NOTED ON THE DRAWINGS. ANY DEVIATIONS WIRE FROM THE CONTROLLER TO EACH END OF THE MAIN LINE. HE SHALL EXTEND WILL BE NOTED ON THE AS -BUILT DRAWINGS. THE GROUPING OF WIRE 10', MAKING A COIL TO FIT INSIDE A RECTANGULAR PULL BOX. LABEL THE LID OF THE PULL BOX'SW'. 17. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 18. ADV. (ANTI DRAIN VALVE) UNITS AS SHOWN IN THE DETAIL DRAWINGS ARE FOR TYPICAL INSTALLATION ONLY, AND MAY NOT BE REQUIRED ON ALL HEADS, PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE ON SITE GRADES IF THERE IS AN ELEVATION DIFFERENCE OF 24" OF MORE BETWEEN THE HIGHEST HEAD AND LOWEST HEAD ON A SYSTEM, THE ADV. SHALL BE INSTALLED PER DETAIL CONTROLLER MODEL -NUMBER STATIONS -USED NUMBER 1 ET 2000e-48-1_R-RRe-SSE-R /FM-1.25B/RRe-TRAN 41 HUB ----E GR-LR-HUB/SSE/GR-STUBBY/LR-STICK/ANT-PROT/LR-FILTER/LMR-400-DB 150'/COMM-5YR-M PROVIDE 150 LINEAL FEET OF LMR -400 -DB CABLE FROM THE HUB LOCATION TO THE TOP OF THE 18'ANTENNA POLE. DRAWING. SERVICE METER NOTE: PROVIDE ONE (1) CALSENSE MODEL'RRe-TRAN' TRANSCEIVER AS PART OF THE TURN OVER ITEMS AS NOTED IN THE 19, THE CONTRACTOR SHALL ALLOW FOR A ASSORTMENT OF VARIABLE IRRIGATION SPECIFICATIONS. ADJUSTABLE NOZZLES (VAN) TO BE INSTALLED IN AREAS WHERE STANDARD MAX PATTERN NOZZLES ARE NOT APPLICABLE. PLEASE REFER TO THE CALSENSE RADIO SURVEY FOR THIS LOCATION PRIOR TO INSTALLING THE CALSENSE GR/LR HUB, NUMBER ADDITIONAL CALSENSE ANTENNA EQUIPMENT AND CALSENSE ANTENNA ACCESSORIES MAY BE REQUIRED BASED ON THE 20. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. ACTUAL CALSENSE RADIO SURVEY RESULTS. ALL SLEEVES FOR PRESSURE SUPPLY LINE AND LATERAL LINE PIPE SHALL BE A MINIMUM TWICE THE NOMINAL SIZE OF THE PIPE WITHIN, SLEEVE MATERIAL: • PVC SCH 40 FOR V THROUGH 2 1/2" PRESSURE SUPPLY LINE PIPE. • PVC SCH 40 SLEEVE FOR 3" AND LARGER DIAMETER PRESSURE SUPPLY LINE PIPE • PVC SCH 40 FOR ALL LATERAL LINE PIPE, CONDUIT SIZE AND MATERIAL: • ONE 2" DIA PVC SCH 40 CONDUIT FOR UP TO 20 #14 LOW VOLTAGE W IRES. • ONE 4" DIA PVC SCH 40 CONDUIT FOR 21 AND UP TO 40 #14 LOW VOLTAGE WIRES • ONE 3/4" PVC SCH 40 CONDUIT FOR MASTER VALVE WIRE. NOTE: MASTER VALVE WIRES SHALL BE INSTALLED IN IT'S OWN CONDUIT SEPARATE AND APART FROM ALL OTHER WIRES. BENCH MARK DESCRIPTON: RIVERSIDE COUNTY DESIGNATION T 42 81 RESET NAVD 29 ELEV 1335 240' IRRIGATION POINT OF CONNECTION: (track 31118 VW) POINT OF CONNECTION TO THE EXISTING WATER METER PROVIDED AND INSTALLED BY OTHERS. VERIFY EXACT WATER METER LOCATION WITH THE CIVIL ENGINEERS DRAWINGS. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED FITTINGS TO COMPLETE THE CONNECTION TO THE WATER METER. HE SHALL RUN A 2" COPPER TYPE W SERVICE LINE FROM THE WATER METER THROUGH THE RELATED APPURTENANCES THEN TRANSITION TO PVC FOR THE REST OF THE SYSTEM. REFER TO THE CHART BELOW FOR THE METER SIZE, MASTER VALVE SIZE, FLOW SENSOR, MAXIMUM FLOW, AND REQUIRED OPERATING PRESSURES DOWN STREAM OF THE WATER METER. METER SERVICE METER AMIAD BACK-FLOW NORMALLY FLOW MAX OPERATING SEE NUMBER LINE SIZE TURBO PREVENTOR CLOSED SENSOR DEMAND PRESSURE SHEET HUNTER 1-20-00-ADV-1.5SR ROTOR ON RISER 25' 50 1.5 FILTER SIZE WITH RAIN BIRD -10Q NOZZLE MASTER VALVE 25 .36 IR -39 HUNTER 1 -20 -00 -ADV -6.0 ROTOR ON RISER 43' 45 6.0 2" 11/2" 1-1i2" 11/2" 11/2" FM -125B 55.6 85.0 --- Call: TOLL FREE ( ) Borthwick, Guy Bettenhausen Inc. LOCATION: AT THE INTERSECTION OF BENTON ROAD AND 1-800-227-2600 BRIGGS ROAD, IN THE NORTHWEST CORNER OF Jeff Kraus - jkraus@bgb-inc.com OR THE INTERSECTION 69' NORTHWEST OF POWER POLE X11447E ON THE LINE WITH MAILBOXES, 17' 811 NORTH OF BENTON. 15'WEST OF CENTERLINE 2444 Dupont Drive, Irvine CA 92627 BRIGGS. SET FIBERGLASS WITNESS POST 1' WEST OF MONUMENT :FULL WORKING DAYS BEFORE YOU DIG 949-476-8616 p 949-476-8707 f IRRIGATION LEGEND: (track 31118 VW) 1 -20 -12 -ADV -2.0 HIGH-UP ROTOR 31' 45 1.5 IR -41 j HUNTER 1-20-12-ADV-2.5LA HIGH-UP ROTOR 33' 50 2.8 SYMBOL: MANUFACTURER: MODEL NUMBER; DESCRIPTION: RAD.: P.S.I.: G.P.M.: DETAIL: HUNTER 1-20-12-ADV-1.OSR HIGH-UP ROTOR 18' 50 1.0 HUNTER INST-06-CV POP-UP SPRAY HEAD HUNTER 1-20-00-ADV-2.5LA ROTOR ON RISER 33' 50 2.8 IR -42 HUNTER 1-20-00-ADV-1.5SR ROTOR ON RISER 25' 50 1.5 IR -42 WITH RAIN BIRD -10Q NOZZLE 8-9' 25 .36 IR -39 HUNTER 1 -20 -00 -ADV -6.0 ROTOR ON RISER 43' 45 6.0 HUNTER INST-06-CV POP-UP SPRAY HEAD HUNTER 1 -20 -00 -ADV -4.0 ROTOR ON RISER 40' 45 4.0 IR -42 ® HUNTER 1-20-00-ADV-2.OSR ROTOR ON RISER 18' 50 2.0 IR -42 WITH RAIN BIRD -10H NOZZLE 8-9' 25 .72 IR -39 (D INSIDE A SENTRY MAX SECURITY LOCK -DOWN. HUNTER INST-06-CV POP-UP SPRAY HEAD CONTACT D&M MANUFACTURING INC. AT 951-674-1908 Q YARDNEY MCS2-V1 FLANGED FILTER - CONTRACTOR SHALL PROVIDE CUT A-005 WITH RAIN BIRD -12Q NOZZLE 10-11' 25 .60 IR -39 RAIN BIRD PESB-PRS SERIES ELECTRIC CONTROL VALVE IR -1 POC. PROVIDE 1" RAINBIRD PESB RCV FOR AUTO FLUSHING. REFER TO STANDARD DETAIL IR -8. HUNTER INST-06-CV POP-UP SPRAY HEAD PESBR-PRS-D SERIES DRIP REMOTE CONTROL VALVE ASSEMBLY. IR -2 Ia FERTIBOOST 1 --- FERTILIZER INJECTION SYSTEM IR -18 WITH RAIN BIRD -12H NOZZLE 10-11' 25 1.20 IR -39 IN HUNTER INST-06-CV POP-UP SPRAY HEAD NELSON 7645NP ACME THREAD QUICK COUPLING VALVE W/ LOCKING PURPLE COVER A-007 DURA #548-007 FLUSH CAP. INSTALL DRIP FLUSH ASSEMBLY PER DETAIL. A-009 WITH RAIN BIRD-15SST NOZZLE 4X28' 25 1.11 IR -39 WATTS v HUNTER INST-12-CV POP-UP SPRAY HEAD CALSENSE FM -1.25B FLOW SENSOR. IR -16 AS PART OF CALSENSE CONTROLLER ASSEMBLY, REFER TO WITH 5H RAINBIRD NOZZLE 3-5' 25 .20 IR -39 CALSENSE ET2000e SERIES CONTROLLER REFER TO POC IR -20 & IR -21 N HUNTER INST-12-CV POP-UP SPRAY HEAD Q PROPOSE RECYCLED WATER METER PROVIDED FOR AND INSTALLED BY OTHERS, A-002 FOR SIZE AND FLOWS, REFER TO POC SCHEDULE THIS SHEET WITH 8H RAINBIRD NOZZLE 6-7' 25 .52 IR -39 HUNTER INST-12-CV POP-UP SPRAY HEAD EACH END OF THE MAIN LINE RUN. MAKE A LOOP FROM AN ADDITIONAL SIX FEET OF WIRE AND INSTALL THE LOOP INSIDE A 10" ROUND VALVE BOX. BRAND THE LID WITH RAIN BIRD -10Q NOZZLE 8-9' 25 .36 IR -39 HUNTER INST-12-CV POP-UP SPRAY HEAD NOTE: ALL IRRIGATION COMPONENTS TO COMPLY FOR FUTURE RECYCLED WATER WITH RAIN BIRD -10H NOZZLE 8-9' 25 .72 IR -39 HUNTER INST-12-CV POP-UP SPRAY HEAD WITH RAIN BIRD -12H NOZZLE 10-11' 25 1.20 IR -39 HUNTER INST-00 SPRAY NOZZLE ON RISER WITH RAIN BIRD PA -8S -PRS -8F 6-T 30 1.05 IR -38 � HUNTER INST-00 SPRAY NOZZLE ON RISER WITH RAIN BIRD -10H NOZZLE 8-9' 25 .72 IR -38 ® HUNTER INST-00 SPRAY NOZZLE ON RISER WITH RAIN BIRD -10F NOZZLE 8-9' 25 1.44 IR -38 ® HUNTER INST-00-12F SPRAY NOZZLE ON RISER WITH RAIN BIRD -12F NOZZLE 10-11' 25 2.40 IR -38 • HUNTER INST-06-CV SPRAY NOZZLE ON RISER' WITH RAIN BIRD -1401 NOZZLE 10-11' 25 2.40 IR -38 NOTE: ALL HUNTER INST-CV SERIES SPRINKLERS SHALL BE INSTALLED USING RAIN BIRD PLASTIC MPR NOZZLES. INSTALL ALL SPRINKLERS ON RISER NEXT TO BUILDINGS AND WALLS A MINIMUM OF TWELVE (12) INCHES AWAY FROM THE STRUCTURE. INSTALL HUNTER CHECK VALVE MODEL HCV -50E -50M-1/2" FOR SPRAY HEADS OR HCV -75F -75M-3/4" FOR ROTOR HEADS UNDER NOZZLE TO PREVENT LOW HEAD DRAINAGE. INSTALL CHECK VALVE FOR DETAIL DRAWING. VALLEY WIDE RECREATION & PARK DISTRICT APPROVAL r _ - Dean Wetter Date: ACCEPTED BY: EASTERN MUNICIPAL WATER DISTRICT �-+ NEW BUSINESS DEVELOPMENT CIVIL ENGINEER DATE * DEPARTMENT ACCEPTANCE DATE: NEW BUSINESS P.C. OPERATIONS DRAWN BY: 9/6/2013 JK MARK APPR. DATE ENGINEERING CHECKED BY: ART GUY DESCRIPTION EMWD one �n,r_Inl��o DATE NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. rni INITY n;: RIUFRc.Inr_ 13®Tt9 I min TRACT 31118 / IP 130006 RECYCLED WATER USE IMPROVEMENTS IRRIGATION LEGEND 4 NOTES VALLEY -WIDE STREETSCAPE LEON ROAD / JEAN NICHOLAS ROAD COORD, 14A-1 I.D. 96 S.A. 34 13270 13229 T. �I OF D-45654 HUNTER 1 -20 -12 -ADV -2.0 HIGH-UP ROTOR 31' 45 1.5 IR -41 j HUNTER 1-20-12-ADV-2.5LA HIGH-UP ROTOR 33' 50 2.8 IR -41 �j HUNTER 1-20-12-ADV-1.5SR HIGH-UP ROTOR 25' 50 1.5 IR -41 j HUNTER 1-20-12-ADV-1.OSR HIGH-UP ROTOR 18' 50 1.0 IR -41 HUNTER 1-20-00-ADV-2.5LA ROTOR ON RISER 33' 50 2.8 IR -42 HUNTER 1-20-00-ADV-1.5SR ROTOR ON RISER 25' 50 1.5 IR -42 HUNTER 1-20-00-ADV-1.OSR ROTOR ON RISER 18' 50 1.0 IR -42 e HUNTER 1 -20 -00 -ADV -6.0 ROTOR ON RISER 43' 45 6.0 IR -42 e HUNTER 1 -20 -00 -ADV -4.0 ROTOR ON RISER 40' 45 4.0 IR -42 ® HUNTER 1-20-00-ADV-2.OSR ROTOR ON RISER 18' 50 2.0 IR -42 13 FEBCO 8500 SERIES DOUBLE CHECKBACKFLOW PREVENTION DEVICE IR -12A INSIDE A SENTRY MAX SECURITY LOCK -DOWN. CONTACT D&M MANUFACTURING INC. AT 951-674-1908 Q YARDNEY MCS2-V1 FLANGED FILTER - CONTRACTOR SHALL PROVIDE CUT A-005 SHEET TO EMWD ANN RAIN BIRD PESB-PRS SERIES ELECTRIC CONTROL VALVE IR -1 POC. PROVIDE 1" RAINBIRD PESB RCV FOR AUTO FLUSHING. REFER TO STANDARD DETAIL IR -8. RAIN BIRD PESBR-PRS-D SERIES DRIP REMOTE CONTROL VALVE ASSEMBLY. IR -2 Ia FERTIBOOST 1 --- FERTILIZER INJECTION SYSTEM IR -18 CONTACT: GREEN PRODUCT SALES, DARYL GREEN AT 619-232-7867 FOR ASSISTANCE IN SPECIFYING AND INSTALLATION OF THE INJECTION SYSTEM. NELSON 7645NP ACME THREAD QUICK COUPLING VALVE W/ LOCKING PURPLE COVER A-007 DURA #548-007 FLUSH CAP. INSTALL DRIP FLUSH ASSEMBLY PER DETAIL. A-009 ,1701 NIBCO T-580 ISOLATION BALL VALVE IR -4 I3 WATTS 815-4SA-SS-NC-FF NORMALLY CLOSED MASTER VALVE. IR -15 Es CALSENSE FM -1.25B FLOW SENSOR. IR -16 AS PART OF CALSENSE CONTROLLER ASSEMBLY, REFER TO CONTROLLER SCHEDULE, FOR SIZE AND MODEL NUMBER F CALSENSE CALSENSE ET2000e SERIES CONTROLLER REFER TO POC IR -20 & IR -21 CONTROLLER SCHEDULE, SEE SHEET 7, FOR MODEL NUMBER, SIZE & HUB INFO. Q PROPOSE RECYCLED WATER METER PROVIDED FOR AND INSTALLED BY OTHERS, A-002 FOR SIZE AND FLOWS, REFER TO POC SCHEDULE THIS SHEET ® APPROVED RECTANGULAR PLASTIC SPLICE BOX IR -28 CONTRACTOR SHALL RUN THREE (3) SPARE WIRES FROM THE CONTROLLER TO EACH END OF THE MAIN LINE RUN. MAKE A LOOP FROM AN ADDITIONAL SIX FEET OF WIRE AND INSTALL THE LOOP INSIDE A 10" ROUND VALVE BOX. BRAND THE LID OF THE VALVE BOX WITH THE LETTERS "SW" FOR FUTURE IDENTIFICATION. ALL SPARE WIRES SHALL BE A DIFFERENT COLOR FROM CONTROL WIRES. NOTE: ALL IRRIGATION COMPONENTS TO COMPLY FOR FUTURE RECYCLED WATER VALLEY WIDE RECREATION & PARK DISTRICT APPROVAL r _ - Dean Wetter Date: ACCEPTED BY: EASTERN MUNICIPAL WATER DISTRICT �-+ NEW BUSINESS DEVELOPMENT CIVIL ENGINEER DATE * DEPARTMENT ACCEPTANCE DATE: NEW BUSINESS P.C. OPERATIONS DRAWN BY: 9/6/2013 JK MARK APPR. DATE ENGINEERING CHECKED BY: ART GUY DESCRIPTION EMWD one �n,r_Inl��o DATE NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. rni INITY n;: RIUFRc.Inr_ 13®Tt9 I min TRACT 31118 / IP 130006 RECYCLED WATER USE IMPROVEMENTS IRRIGATION LEGEND 4 NOTES VALLEY -WIDE STREETSCAPE LEON ROAD / JEAN NICHOLAS ROAD COORD, 14A-1 I.D. 96 S.A. 34 13270 13229 T. �I OF D-45654 D Q W Z Vi V) W [� CN_ d Z Z d C N W � m Z O .: Z h O W N ® J Q Ln I 0 Z 0 i t3 W � � Q t� r Z p_ CS F- \ W UJ Z i ir Q CX CL Z 00 Z CL' 6 C) Z 0 COS UJIZ Q YJ Q v W U W W0 Z > Q cr V J CL Q D- m CY Q d Z 0 V) M Li 0� INE V) W < C] Hydrozone tN o FW - Z HtL l� GPM Dist. Uniform. Plant Factor Root Depth CS W Soil SA Soil IR Irrigation Amount Prec. Rate Al SHRUB ROTOR 5,076 Z Z 0.5 00 0.2 50 0.21 Z 1.2 0.73 b TURF SPRAY i 33.6 80 0.5 6 0.2 'fn 6L' �1� y, Z 2.20 A3 SHRUB DRIP 2,689 8.5 J CS � 12 C1. 50 0.21 i2 F -- G1' 0.30 Q Z SHRUB DRIP 2,291 W 95 0.5 S 0.2 50 0.21 0.16 1.2 0.36 A5 SHRUB SPRAY W 29.4 a. W 12 1 W W Z 0.21 Z p (3 1.85 A6 Z 5,664 34.7 W 0.8 6 I- 50 C7 0.16 0.6 0.59 l'3 SHRUB ROTOR Z LY In 80 0 CL' 0.2 LL W 0.16 C1 Z Ca A8 Q 1,501 33.6 80 Y 6 V) v CS 0.21 0.16 W 2.16 V) SHRUB ROTOR 3,977 W W +J 0.5 y U 0.2 50 0 F- 0.16 1.2 0.96 J SHRUB ROTOR d <C 29.8 80 a ix o. 0.2 50 BARRETT ENGINEERED PUMPS SPE, IAl-1STS IN PUIN'IPS AND P IPIN(i SYSTEMS PR€ UECT: SWEETWATER RANCH TR. 31118 April 11, 2014 SYSTEM DESIGN PARAMETERS --• Meter #1 BOOSTER PUMP ASSEMBLY 1.1 A simplex water pressure booster system as designed and fabricated by Barrett Engineered Pumps (619) 232-7867. The system shall be a completely prefabricated system with pump, piping, electrical and structural elements. The entire booster Dump assembly shall be UL Listed and Approved. 1,2 Pump shall be: 1.2.1 (GA Series) Single stage end suction close coupled centrifugal, cast iron bronze fitted construction, equipped with mechanical shaft seal, back pullout design. Impeller shall be threaded directly to the end of the shaft. Pump shaft shall be stainless steel with no sleeve. Pump shall be directly coupled to a C -face electric motor. 1.3 Electric motor shall be of the squirrel f q cage induction type suitable for lull voltage starting. shat. ODP in Motor he to aid cooling. Electric moor shall rated for 9 9 t a De ate o continuous service. The motor shall have horsepower ratings such that the motor will carry the maximum possible load to be developed under the designed pumping conditions and not overload the motor beyond the nameplate rating of the motor. Motor shall have a 1.15 service factor. The motor shall conform to the latest NEMA Standards for motor design and construction. 1.4 Pump Control Panel shall have a NEMA 3R plain front non-metallic enclosure with padlock latches. This Includes power and control re-settable thermal circuit breakers, heavy duty magnetic starter with adjustable overload protection, Hand -Off -Auto switch to select mode of operation, and heavy duty numbered terminal strips for Power and control v4ring lead terminations. 1.5 If 24V control started, a Metal oxidle varistor protected pump start relay shall be incorporated in panel to start pump with signal from an Irrigation controller. 1,6 All system piping shall be type304 stainless steel. All fittings shall be stainless, with unions or flanges to allow for system disassembly or major component removal. System shall incorporate an integral full pipe size bypass line with isolation valve to allow for pump removal and repair without disrupting water supply to system, 1.7 isolation valves shall be all stainless quarter turn ball valves with hard chrome ball' on lines 2" and less, isolation valves shall be lug style butterfly valves with Buna-N elastomeric seats, ductile Iron nickel coated disc, and stainless steel stem with handle and 10 position galvanized memory plate on lines 23/2" and greater. 11,CV brio 13130 San Diego ff A 92l'70 -3I 4l'li a lf,95- \•aft€,r€gl Ase-. `+sr€r Diego ( A € 2113 i r5s �(S1 # 232-T9afi' f AN `W))2 •3623) 1,0"prow ared la,,: (,rets Product SAc,, 94911 -84 ;iii , +,ifs.,IWacartlr9ir€illi€z,€ IRRIGATION SCHEDULE: Zone information 1.8 Gauges shall be 2'fz" diameter face: glycerin filled with stainless casing and brass internals. 1.9 Flow switch shall be a 316 stainless steel and solid state thermal sensor designed to measure change in flow velocity and in temperature. The flow swatch shall include an integrated bar graph with 10 LED lights and shall be capable of providing indication of flow (green), closed (orange), and open (red) conditions. 1.10 Pump system shall be mounted on a structural aluminum skid with mounting flanges on front and back to allow for mounting of skid to concrete padr Skidequipped with pipe support on suction and discharge piping. Ali nuts and bolts and washers shall be stainless steel on skid and piping. Skid shall include mounting hardware for integral aluminum enclosure. 1,11 The system enclosure shall be vandal and weather resistant, marine grade aluminum alloy 5052-H32 construction with rectangular punch -outs for viewing and heat dissipation. The enclosure shall be low profile hinged top design With padlock provision. The cover shall be secured to the concrete pad with stainless steel hardware. The enclosure shalt measure 3OD" x 42VV' x 30H" and concrete pad dimensions shall be 42" x 54" x 4". The enclosure shall be as manufactured by V.I.T. Products. Inc. and shall be UL Listed and Approved. 1.12 Pump Assembly shall include the following option(s): a (VFD) Where specified by the System Design Parameters,. a Variable Frequency Drive system to receive feedback signal from system mounted stainless steel pressure transducer, and In conjunction: with internal software driven PID control loop maintain customer adjustable constant system discharge pressure by varying the speed of the pump in response to varying system load. LJ (FSW) Where specified by the System Design Parameters, Flow activated non- adjustable pivotingvane style magnetically l coupled Flow Switch, with 300 series stainless vane: brass body and weatherproof enclosure. Flaw switch sensitive to flows as low as 1 fps, with electrical contact ratings of 5 Amps at 125/250 VAC, pressure rated to 250 PSI, mounted on piping and interconnected to time delay relay to shut down pump on no -flow conditions, time delay relay adjustable from 0 to 5 minutes. (Option: Flow switch to provide on-off control of pumping unit) 1.13 The services of a factory representative or trained service professional shall be made available on the job site to check installation and perform the startup and instruct the operating personnel. A startup report containing voltage and amperage readings, suction and discharge pressure readings, estimated flow conditions, and general operating characteristics shall be submitted to the Owner. 1.14 Two sets of operating and maintenance manuals shall be provided to the owner after startup and shall include parts manuals for major components, performance curve for pump, general sequence of operation: and electrical schematic for control panel, 1.15 The warranty period shall be a non -prorated period of 36 months from date of purchase. Px 0, liflaw„. €3130 Saar dictvo- a s 132 &"ll' -31 0 - 1695 NalionA A,,s `rasa iii€ go C °,. *a2 €13 i'b"Oix+ (6l €-`i 132-786 r - $=AX (619) 232-3041) t%ag c u a.4u 16+;; Cm ix 1'r€aa wl SAe, - €949,i .. ".31 i - gji0{raeri, thiink, a : Valve Hydrozone Zone Area Sq Ft GPM Dist. Uniform. Plant Factor Root Depth Soil AW Soil AD Soil SA Soil IR Irrigation Amount Prec. Rate Al SHRUB ROTOR 5,076 38.6 80 0.5 12 0.2 50 0.21 0.16 1.2 0.73 A2 TURF SPRAY 1,469 33.6 80 0.5 6 0.2 50 0.21 0.16 0.6 2.20 A3 SHRUB DRIP 2,689 8.5 95 0.5 12 0.2 50 0.21 0.16 1.2 0.30 A4 SHRUB DRIP 2,291 8.5 95 0.5 12 0.2 50 0.21 0.16 1.2 0.36 A5 SHRUB SPRAY 1,529 29.4 75 0.5 12 1 0.2 50 0.21 0.16 1.2 1.85 A6 TURF ROTOR 5,664 34.7 80 0.8 6 0.2 50 1 0.21 0.16 0.6 0.59 A7 SHRUB ROTOR 4,717 35.3 80 0.5 12 0.2 50 0.21 0.16 1.2 0.72 A8 TURF SPRAY 1,501 33.6 80 0.5 6 0.2 50 0.21 0.16 0.6 2.16 A9 SHRUB ROTOR 3,977 39.5 80 0.5 12 0.2 50 0.21 0.16 1.2 0.96 A10 SHRUB ROTOR 4,990 29.8 80 0.5 12 0.2 50 0.21 0.16 1.2 0.58 All Al2 SHRUB DRIP 1 SHRUB ROTOR 4,250 3,221 1 13.1 20 95 80 0.5 0.5 12 12 1 0.2 0.2 50 50 0.21 0.21 0.16 0.16 1.2 1 1.2 0.30 0.60 A13 TURF SPRAY 1,573 33.6 80 0.8 6 1 0.2 50 0.21 0.16 0.6 2.06 A14 SHRUB ROTOR 1,061 20.1 80 0.5 12 1 0.2 50 0,21 0.16 1.2 1.82 A15 SHRUBDRIP 3,205 8.5 95 0.5 12 0.2 50 0.21 0.16 1.2 0.26 A16 SHRUB SPRAY 2,104 36.1 75 0.5 12 0.2 50 0.21 0.16 1.2 1.65 A17 TURF ROTOR 5,590 33.6 80 0.8 6 0.2 50 0.21 0.16 0.6 0.58 A18 SHRUB ROTOR 6,048 40 80 0.5 12 0.2 50 0.21 0.16 1.2 0.64 A19 SHRUB ROTOR 4,189 33.8 80 0.5 12 0.2 50 0.21 0.16 1.2 038 A20 TURF SPRAY 1,528 33.6 80 1 0.8 6 0.2 50 0.21 0.16 0.6 2.12 A21 SHRUB ROTOR 2,155 15.8 80 0.5 12 1 0.2 50 0.21 0.16 1.2 0.71 180 78.75 49 4 44 45 B8 71 1.03 74 78.75 42 2 36 37 B9 113 1.03 117 78.75 16 8 14 15 B10 356 B1 SHRUB DRIP LOW 1,276 7.5 95 0.5 12 0.2 50 0.21 0.16 1.2 0.57 B2 SHRUB DRIP 1,250 5.4 95 0.5 12 0.09 50 0.21 0.16 0.54 0.42 B3 SHRUB DRIP 21406 10.6 1 95 0.5 12 0.09 50 0.21 0.16 0.54 0.42 B4 TREE BUBBLER 550 5.5 95 0.5 18 0.2 50 0.21 0.16 1.8 0.96 B5 SHRUB DRIP 1,524 6.5 95 0.5 12 0.2 50 0.21 0.16 1.2 0.41 B6 SHRUB DRIP 2,539 11.2 95 0.5 12 0.2 50 0.21 0.16 1.2 0.42 B7 SHRUB DRIP LOW 1,736 7.5 95 0.5 12 0.2 50 0.21 0.16 1.2 0.42 B8 SHRUB DRIP 2,006 9,6 95 0.5 12 0.09 50 0.21 0.16 0.54 0.46 B9 TREE BUBBLER 520 5.2 95 0.5 18 0,2 50 0.21 0.16 1.8 0.96 B10 SHRUB DRIP LOW 2,471 5.2 95 m00.5 12 0.2 50 0.21 0.16 1.2 1 0.20 Bl1 SHRUB DRIP 2,413 8.9 95 1 0.5 12 0.2 50 0.21 0.16 1.2 0.36 B12 TREE BUBBLER 850 8.5 95 0.5 18 0.2 50 0.21 0.16 1.8 0.96 B13 SHRUB DRIP LOW 2,469 5.2 95 0.5 12 0.2 50 0.21 0.16 1.2 0.20 B14 SHRUB DRIP 3,294 15.4 95 0.5 12 0,09 50 0.21 0.16 0.54 0.45 B15 SHRUB DRIP 2,002 11 95 0.5 12 0.09 50 0.21 0.16 0.54 0.53 B16 TREE BUBBLER 500 5 95 0.5 18 0.2 50 0.21 0.16 1.8 0.96 B17 SHRUB DRIP 2,020 9.5 95 0.5 12 0.09 50 0.21 0.16 0.54 0.45 B18 SHRUB DRIP LOW 3,294 6.7 95 0,5 12 0.2 50 0.21 0.16 1.2 0.20 B19 TREE BUBBLER 600 6 1 95 1 0.5 18 0.2 50 0.21 0.16 1 1.8 0.96 B20 SHRUB DRIP 3,091 9.7 95 1 0.5 12 0.09 50 0.21 0.16 0.54 0.30 Call: TOLL FREE 1-800-227-2600 OR 811 FULL WORKING DAYS BEFORE YOU DIG BENCH MARK Min. Run Time DESCRIPTON. RIVERSIDE COUNTY DESIGNATION Min. Soak Time T-42-81 (RESET) NAVD 29 ELEV 1335.240' LOCATION: AT THE INTERSECTION OF BENTON ROAD AND Max. Actual Runtime BRIGGS ROAD, IN THE NORTHWEST CORNER OF 99 THE INTERSECTION 69' NORTHWEST OF POWER 113 POLE X1 1447E ON THE LINE WITH MAILBOXES, 17' 22 NORTH OF BENTON, 15' WEST OF CENTERLINE 17 BRIGGS. SET FIBERGLASS WITNESS POST V A2 WEST OF MONUMENT IRRIGATION CONSTRUCTION NOTES: OPROVIDE AND INSTALL A 18' LONG GALVANIZED POLE AND AFFIX THE STICK ANTENNAE AT THE TOP OF THE POLE. INSTALL POLE AND ANTENNAE PER CALSENSE SPECIFICATIONS. FINAL LENGTH AND LOCATION OF THE POLE TO BE DETERMINED BY A CALSENSE REPRESENTATIVE. RUN 400 -DB CABLE FROM THE ANTENNAE TO THE HUB. INSTALL THE CABLE INSIDE A 1 1/4" DIAMETER CONDUIT FROM THE POLE TO THE HUB LOCATION. INSTALL SWEEP ELLS OR PULL BOXES AT ALL CHANGES OF DIRECTION. FINAL LOCATION OF THE HUB SHALL BE DETERMINED BY THE CALSENSE ^\ REPRESENTATIVE. ( , PROVIDE AND INSTALL A CALSENSE MODEL HUB -R -LR -SSE -LR -STICK -LMR -400 -DB COMMUNICATION HUB. FINAL LOCATION OF THE HUB SHALL BE DETERMINED BY THE CALSENSE REPRESENTATIVE. COORDINATE AND PROVIDE 120VAC POWER AND A DEDICATED TELEPHONE DROP TO THE HUB, REFER TO THE CALSENSE DESIGN GUIDELINES. CONSULT WITH A CALSENSE REPRESENTATIVE TO VERIFY ALL NECESSARY EQUIPMENT AND ASSOCIATED COMPONENTS ARE CORRECT, CONTRACTOR TO PROVIDE ALL REQUIRED FITTINGS PER THE CALSENSE DESIGN GUIDELINES. o3 INSTALL 1 1/4" DIAMETER UVR-PVC SCHEDULE 40 CONDUIT FORT E 400- B N H D ANTENNAE CABLE SECURE THE CONDUIT TO THE SURFACE OF THE SLOPE USING APPROVED'S HOOKS AT 5 FEET ON CENTER. TERMINATE THE CONDUIT INTO A 10" ROUND VALVE BOX. INSTALL SPLICE BOXES AT THE BASE OF THE ANTENNAE POLE AND AT THE BASE OF THE CALSENSE HUB, 0 L} INSTALL MAINLINE ALONG EDGE OF TRAIL A MIN. OF 2' AWAY. THE MAINLINE LOCATION SHOWN ON PLAN IS DIAGRAMMATIC. Irrigation Runtime Valve Min. Run Time Run Time Multiplier Max. Run Time Min. Soak Time Max. Cycle Runtime #of Cycles PerDay Min. Actual Runtime Max. Actual Runtime Al 99 1.14_ 113 78.75 22 6 17 19 A2 17 1.14 20 78.75 6 4 4 5 A3 237 1.03 245 78.75 87 3 79 82 A4 202 1.03 209 78.75 64 4 51 52 AS 39 1.18 47 78.75 7 7 6 7 A6 62 1.14 71 78.75 29 3 21 24 A7 100 1.14 114 78.75 22 6 17 19 AS 17 1.14 20 78.75 6 4 4 5 A9 76 1.14 87 78.75 16 6 13 15 A10 126 1.14 144 78.75 30 5 25 29 All 243 1.03 251 78.75 92 3 81 84 Al2 1 121 1.14 138 78.75 29 1 5 24 28 A13 18 1.14 21 78.75 7 4 5 5 A14 40 1.14 46 78.75 8 7 6 7 AIS 282 1.03 291 78.75 132 3 94 97 A16 44 1.18 52 78.75 8 7 6 7 A17 63 1.14 72 78.75 _ 30 3 21 24 A18 114 1.14 130 78.75 26 5 23 26 A19 93 1.14 107 1 78.75 20 6 16 18 A20 1 18 1.14 21 78.75 6 4 5 5 A21 102 1.14 117 78.75 23 6 17 20 Bl 128 1.03 ! 133 78.75 31 5 26 27 B2 78 1.03 81 78.75 49 2 39 41 B3 77 1.03 80 78.75 48 2 39 40 B4 1 113 1.03 117 78.75 16 8 14 15 B5 176 1.03 182 78.75 50 4 44 46 B6 170 1.03 176 78.75 48 4 43 44 67 174 1.03 180 78.75 49 4 44 45 B8 71 1.03 74 78.75 42 2 36 37 B9 113 1.03 117 78.75 16 8 14 15 B10 356 1.03 3_68 78.75 295 2 178 184 Bll 203 1.03 210 1 78.75 65 4 51 53 B12 113 1.03 117 78.75 16 8 14 15 B13 355 1.03 367 78.75 294 2 178 184 B14 72 1.03 75 78.75 43 2 36 38 B15 62 1.03 64 78.75 34 2 31 32 B16 113 1.03 117 78.75 16 8 14 15 B17 72 1.03 75 78.75 43 2 36 38 B18 368 1.03 380 78.75 351 2 184 190 B19 113 1.03 117 1 78.75 16 8 14 15 B20 108 1.03 112 78.75 89 2 54 56 Borthwick, Guy Bettenhausen, Inc. cLi Jeff Kraus - jkraus@bgb-inc.com 2444 Dupont Drive, Irvine CA 92627 MAWA/EAWU IRRIGATION CALCULATIONS: POINT OF CONNECTION NO. 1 MAXIMUM APPLIED WATER ALLOWANCE (MAWA) Total MAWA= (Eto x .7 x LA in Sq. Ft. x .062) + (Eto x 1.0 x SLA in Sq. Ft. x.062) =Gallons per year for LA + SLA MAWA Calculation: Eto ETAF LAor 5 L (f1:2)Conversion MAWA (Gal Per Yr) MAWA of LA= 57.33 x 0.7 x 0 x 0.62 = 0 MAWA for SLA= 57.33 x 1.00 x 105638 x 0.62 = 3,754,860 Total MAWA= 1 3,754,860 ESTIMATED APPLIED WATER USE (EAWU) EAWU= Eto x KL x LA in Sq. Ft. x .062 / IE = Gallons per year EAWU Calculation: Hvdrozone # Etc KL LA Conversion IE Turf Rotor 1 57.33 APR x 0.8 x 11254 x 0.62 Turf Spray 2 57.33 3.78 x 0.8 x 6071 x 0.62 Shrub Rotor 3 57.33 4 x 0.50 x 35434 x 0.62 Shrub Spray 4 57.33 0.09 x 0.50 x 3633 x 0.62 Shrub Drip 5 57.33 0.08 x 0.50 x 34980 x 0.62 Tree Bubbler 6 57.33 2 x 0.50 x 11575 x 0.62 Shrub Drip7 (Parkwa Y) 4 57.33 4 x 0.30 x 11246 x 0.62 DEFINITIONS: Etc=Reference Evapotranspiration (inches per year) .7= Evapotranspiration Adjustment Factor (ETAF) 1.0 = ETAF for Special Landscaped Area LA= Landscaped Area (SF) .62= Conversion Fator (to gallons per sq. ft.) SLA=Special Landscape Area KL= Landscape Coefficient IE= Irrigation Efficiency = IME x DU IME= Irrigation Management Efficiency (90%) DU= Distribution Uniformity of irrigation head JAN FEB MAR APR MAY JUN JULY AUG SEP OCT NOV DEC 2.81 2.76 3.78 5.31 6.10 6.97 7.08 6.83 5.67 4.15 3.31 2.56 5 4 3 3 Turf Rotor Average Daily Eto 3 3 4 5 5 0.09 0.09 0.12 0.17 0.20 1 0.22 1 0.23 1 0.22 0.18 0.13 0.11 0.08 # of Watering Days per Month - POST PLANT ESTABLISHMENT I JAN I FEB I MAR I APR I MAY I JUN I JULY I AUG I SEP I OCT I NOV I DEC I Hydrozone IPIant Factor) 3 3 4 5 5 6 6 6 5 4 3 3 Turf Rotor 0.8 3 3 4 5 5 6 6 6 5 4 3 3 Turf Spray 0.8 2 2 2 3 4 4 4 4 3 3 2 2 Shrub Rotor 0.5 2 2 2 3 4 4 4 4 3 3 2 2 Shrub Spray 0.5 2 2 2 3 4 4 4 4 3 3 2 2 Shrub Drip 0.5 2 2 2 3 4 4 4 4 3 3 2 2 Tree Bubbler 0.5 1 1 2 2 2 3 3 3 2 2 1 1 Shrub Drip Low 0.3 # of Watering Days per Month - 6 MONTH ESTABLISHMENT PERIOD I JAN I FLLL FELL MAR I APR I MAY I JUN I JULY I AUG I SEP I OCT I NOV I DEC I. Hydrozone I Plant Factor) 4 6 8 4 8 8 8 8 8 4 4 4 Turf Rotor 0.8 4 6 8 4 8 8 8 8 8 4 4 4 Turf Spray 0..8 4 4 4 4 8 8 8 8 8 4 4 4 Shrub Rotor 05 4 4 4 4 8 8 8 8 8 4 4 4 Shrub Spray 0,5 4 4 4 4 8 8 8 8 8 4 4 4 Shrub Drip 0.5 4 4 4 4 8 8 8 8 8 4 4 4 Tree Bubbler 0.5 4 2 4 4 8 8 8 8 8 4 4 4 Shrub Drip Low 0.3 VALLEY WIDE RECREATION & PARK DISTRICT APPROVAL Dean Wetter Date: ACCEPTED BY: EASTERN MUNICIPAL WATER DISTRICT NEW BUSINESS DEVELOPMENT CIVIL ENGINEER yl' DEPARTMENT ACCEPTANCE DATE: NEW BUSINESS P.C. DRAWN BY'. 916/2013 JK MARK APPR DATE OPERATIONS ENGINEERING CHECKED BY: ART GUY DESCRIPTION EMWD ___ ---1 -- DATE DATE BRASS NIP. TYP. / 0.75 = 426,687 / 0.6 = 287,722 / 0.75 = 839,658 / 0.6 = 107,611 / 0.9 = 690,750 / 0.85 = 242,017 0.9 = 133,245 Total EAWU = 2,727,690 Total MAWA = 3,754,860 MAWA-EAWU = 1,027,171 BRASS ELL &-NIPPLE TYP. BRASS FLANGE ADAPTER TYP. NEMA 4 CONTROL PANEL ALUMINUM ENCLOSURE APPROVED PUMP ASSEMBLY PUMP MOTOR CONCRETEPAD 8' THICK TYP. BRASS NIP TYP EXTEND CONIC & 6'l PAST ENCLOSURE ALUMINUM BASEPLATE FLOW SWITCH ACTIVATOR BRASS L ELECTRICAL CONDUIT PER N.E.C. MAINLINE PER SPECS. BUTTERFLY VALVE 18"X18"X19" CONCRETE THRUST BLOCK NOTES: BRASS COUPLING AS REQUIRED 1. BOOSTER PUMP SHALL BE PRE -ASSEMBLED BY BARRETT ENGINEERED PUMPS 2. ALL PIPING OVER 4" SHALL BE FLANGED 3. WRAP ALL PIPING WHERE CONCRETE OCCURS 4. REFER TO PLANS FOR PROJECT SPECIFIC MODEL NUMBERS AND NOTES 5. INSTALL FERTIGATION WIRING, PUMP AND CONTROLS PER DETAILS IR -17 & 18 AND FERTIGATION MANUFACTURER REQUIREMENTS LD Consulting 2011 (Any deviation or reproduction of this design must be approved In writing by Valley -Wide Recreation & Park District) VALLEY -WIDE RECREATION & PARK DISTRICT ffil BOOSTER PUMP IR-_ NOTE: APPROVAL BY THE TRANSPORTAI IS FOR WORK WITHIN THE ROAD RIGHT COUNTY OF RIVERSIDE TRACT 31118 / IP 130006 RECYCLED WATER USE IMPROVEMENTS IRRIC%ATI©N CALCULATIONS 4 NOTES VALLEY -WIDE STREETSCAPE LEON ROAD / JEAN NICHOLAS ROAD DEPARTMENT -WAY ONLY. 13270 13229 14A-1 RWUF 98 SHT. A- Of�!�. 34 D=45654 tIIIIIIIIIIIIII'v 41,13`V.. C TO - PVC LATERAL USE 45 ELL GRADE IN PLANTER 4" BELOW BOX GRADE IN PLANTER 4" BELOW BOX CL DEPTH PER SPECS, LATERAL PIPING PER SPECS. UVR LATERAL LINE PER SPECS. PVC MAINLINE USE SCH 80 45 ELL TO DEPTH PER SPECS. 2 RCV: 12 F GRADE IN PLANTER 4" BELOW BOX GATE VALVE PER WATER CO. -STD. RECTANGULAR VALVE BOX WITH W > GRADE IN PLANTER 4" BELOW BOX JUMBO' RECTANGULAR VALVE BOX LOCKING SS BOLT HEAT BRAND F" FOR FINER RECTANGULAR VALVE BOX TYPICAL RECT. VALVE 10" ROUND CONC. BOX F.-- RCV ID #TAG � � RECT. CONC. METER BOX W/ LOCKING SS BOLT HEAT BRAND TIMER &STATION # - SCH 80 UNION 4" HEATOBRANDSBVOLT BOX PER SPECS p RCV STAINLESS STEEL BOLT FOR SIDEWALK OR CURB LJ ht CONTROL WIRING PER SPECS. BRASS NIPPLE 3X TYP. ( ) 12 FOR EACH BOX PER SPECS EXTRA WIRE PER SPECS. RVC # ID TAG 2 GRADE IN TURF 2" BELOW BOX 4� /v A' vv Y 3" `/vVA ? /v \/vj v�.�j v� / AsN�9 BRASS UNION BRASS BALL VALVE PER SPECS 4.. 2" j 2 91, 4' Z , V .. / SCH 80 NIPPLE TYP. 4X PER VALVE \^ « �� ; ` v-`' 3" Vv.,f, < i / ��2,RCV JUMBO RECTANGULAR VALVE 2' ^ , BOX FOR REMOTE CONTROL 3"�� " ® q \ v NATIVE SOIL COMPACTED TO // / `/ % " ' "" 2,: '' VALVES PER SPECS v �j j�> ORIGINAL DENSITY'S :/vA;� /� l /.,.: G GRADE IN TURF 2" BELOW BOX A,7 3"AIN. 3 F- <( i- SLIP X FT SCH 80 PVC ELL '.;, `✓;,.r ``v •�;, y�.:: v,v,; s°y'r<<.vv/� a A � ; I' ' � / - `��"� � TYPICAL RECTANGULAR VALVE V Av ..,,."•. < :...A„ v vv.,. t Y � ��/ '/ �` "•; �.. v. v/ SCH 80 PVC CUT TO LENGTH /3" � " � - 12 t .:;-.� BOX FOR MAINLINE ISOLATION .Z .a[ 1--' ;E _� %'%�� 112" GALV. WIRE MESH BELOW BOX �j�V\J' A OPENING PVC SWING � CHECK VALVE � .. �� � � v � �,�' /y BALL VALVES 2" AND SMALLER "' 10" ROUND FOR BUTTERFLY COPPER LINE FROM Lel � / � .. , \ � �,° ;,: , MAINLINE PER SPECS, /\e / a.'.�_ - �''a w = >' VALVES WITH 2" OPERATING NUT THE WATER CO. >1�11 M �- F , .� SCH 80 MAINLINE FITTING BASKET FILTER SCH 80 MAINLINE FITTING /\/` \ '` / • g 2" w 10" ROUND VALVE BOX FOR v/`/``;� . `T `iA` �Ay\/ ,�' `�,,�7v/f 7° rv//., { VALVE SIZE BRASS BALL VALVE DRIP VALVE BRASS VALVE (LINE SIZE) \ /,°,'-' v/v - v. , yam' /v ' ! v/vim ..;/ SCH 80 PVC FEMALE ADAPTER SCH 80 BALL VALVE THAT IS JONES VALVE PER EMWD CJ W OMIT WHEN USED ON MANIFOLD RCV PER DETAIL IR-01 USE V SIZE FOR v_v� ,. 3 CU.FT. 3/4" GRAVEL •``8V ,,.5 USED TO ISOLATE EACH QCV 8 % WATER METER PER EMWD BRASS NIPPLE TYP. z F PER DETAIL IR-07 GPM FLOWS FROM 3.0 TO 20.0, USE 1-1/2° PROVIDE 3" CLEARANCE Ci F- W -'J N I REMOTE CONTROL VALVE PER LEGEND & SPECS. SIZE FOR GPM FLOW FROM 20.0 TO 40.0 " GALV. WIRE MESH BELOW BOX BETWEEN VALVE & GRAVEL 36" BRASS NIPPLE TO BACKFLOW OR FILTER DEVICE Q 'L SCH 80' UNION TEE 1/2" GALV, WIRE MESH BELOW BOX 3 CU FT. 3/4' GRAVEL F �i CL I SCH 80 FEMALE ADAPTER NOTES: 3 CU.FT, 3/4" GRAVEL SCH 80 NIPPLE 24" MIN. LENGTH ELL SCH 80 FEMALE COUPLING NATIVE SOIL COMPACTED TO 8 ;QCV ? 0" ROUND VALVE BOX PER PLAN 1/2 GALV MESH BELOW BOX LW d 1. ALL WIRING SHALL BE APPROVED BY THE DISTRICT PRIOR TO BACKFILL BASKET FILTER BASKET FILTER (VALVE SIZE) USE 2 NOTES: ORIGINAL DENSITY NOTES: FOR QUICK COUPLER VALVE COMPACTED GRADE NOTES: d' Q J 2 TAPE & BUNDLE WIRES @ 10' INTERVALS FILTER PLAN VIEW FILTERS FOR FLOWS OVER 20.0 GPM 3 PROVIDE 24" LONG EXPANSION COILS AT EACH WIRE CONNECTION PROVIDE 75/100 MESH SEE PLAN 1. ALL THREADED FITTINGS MUST HAVE 314" TEFLON TAPE 1. ALL PIPING AND EQUIPMENT UPSTREAM OF WATER METER SHALL BE PER EMWD F O 4 PROVIDE 3" CLEARANCE BETWEEN VALVE & BOX NOTES: VIEW LAYOUT ON LEFT 2. PROVIDE 2" CLEARANCE BETWEEN VALVE & BOX 1 INSTALL VALVE BOXES IN PLANTER AREAS WHENEVER POSSIBLE 2, ALL VALVE BOXES MUST BE PERPENDICULAR TO SIDEWALKS 2. ALL PIPING. UNIONS AND VALVES MUST BE BRASS PER LOCAL CODE 1- 5 PROVIDE 4 EA. CONCRETE BRICKS UNDER VALVE BOX (TYP.) fi USE IRON DUCTILE FITTINGS FOR 4" &LARGER MAINLINE REFER TO DETAIL IR-01 FOR ALL RCV REQUIREMENTS � 3. PROVIDE 4 EA. CONCRETE BRICKS UNDER VALVE BOX (TYP) 4. PROVIDE 4 EA. SCH 80 45 DEGREE ELLS TO ACHIEVE BALL VALVE HEIGHT PER DETAIL 3. ALL VALVES MUST BE CENTERED AND INSTALLED PLUMB INSIDE VALVE BOX 3. INSTALL CONCRETE VAULTS PER EMWD DETAILS AND SPECS FOR METERS 3" AND LARGER � � LD Consulh 20 An deviation or reproduction of this des.: must be approved in writing b Valle Wid R P Valley-Wide Recreation & ark District g (Any P 9 PP 9 Y Y ) .. � LD Consultln 2011 An deviation : r is .in i i v tle iaacn o reproduction o. L.is design muss b., approved writing o Valle 41 tle Recreation & Park D strict g ( p 9 PP 9 Y 1 1 f LD Co:�s..�he 20.. Any deviation or reproduction o. the design must be approved m ,Hohn b Valle Wide Recreation &Park District 5 « ) P 9 PP 9 y Y ) a ' t' LD Consulting 201. (Any deviation or reproduction oi.his design most be approved in writing by Va::ey-Wide Recreation &:ark District) u aIle Wide Recreation &Park District) LC Consulting X011 (Any deviation or:eprodud�on of this design must be approved in writing by V y ) i U < I W VALLEY-WIDE RECREATION & PARK DISTRICT IR-01 VALLEY-WIDE RECREATION & PARK DISTRICT IR-02 VALLEY-WIDE RECREATION & PARK DISTRICT IR VALLEY-WIDE RECREATION & PARK DISTRICT IR-08 VALLEY-WIDE RECREATION & PARK DISTRICT IRW09 REMOTE CONTROL VALVE DRIP REMOTE CONTROL VALVE BRASS BALL VALVE 2" & SMALLER VALVE BOX LAYOUT WATER METER 2" AND SMALLER z© REv. 2011 REV, 2011 REv. 2011 REV. REv. 2011 REV. 2011 W z > fi ) z o z `-Z ` APPROVED BACKFLOW PER LEGEND AUTO FLUSH DISCHARGE LINE PER 6" THICK CONCRETE PAD BRASS PIPING FROM FILTER, PUMP MASTER VALVE PER DETAIL (R-15 U Li Q `'' WYE STRAINER SENTRY SMAX ENCLOSURE PER SPECS DETAIL IR-13 EXPOSED PIPING SET 2" ABOVE GRADE OR BACKFLOW DEVICE PER SPECS SCH 80 PIPING (FLOW METER SIZE) = Q V) (IF SPECIFIED) PHONE# (877) 716-8071 MUST BE BRASS TYP. BRASS UNION TYP, GRADE IN PLANTER 4" BELOW BOX - GRADE IN PLANTER 4" BELOW BOX C) W W COMBINATION ENCLOSURE BY POLAR BARRIER COVER > CJ D&M MANUFACTURING W/PADLOCK SIZE PER FILTER SIZE WIRING (SEE NOTE BELOW) WIRING (SEE NOTE BELOW) O t- MODEL # SMCYF-XX OR APPROVED BRASS ELL TYP. RECTANGULAR VALVE BOX RECTANGULAR VALVE BOX J as=x YX- a EQUAL PER LEGEND &SPECS. v z >�<n� r^�y�/7� W/ LOCKING SS BOLT W/ LOCKING SS BOLT EL CL W„ YARDNEY FILTER PER SPECSY lr Yeti FILTER ENCLOSURE BY D&M HEAT BRAND "MV" HEAT BRAND TM" 0- 'y SAME SIZE AS METER TYP. APPROVED DOUBLE CHECK € DEVICE PER SPECS r MANUFACTURING W/PADLOCK i >�'1' ° � i Ylf MODEL # SMCYF-XX OR APPROVED \Y 7>f EQUAL PER LEGEND &SPECS. MASTER VALVE PER PLAN &SPECS. 2"-F- GRADE IN TURF 2" BELOW BOX CALSENSE FLOW METER PER PLAN 2�:�- GRADE IN TURF 2" BELOW BOX ( }\ 4 4 ROTATE FLANGE FOR 90' BEND x YARDNEY FILTER PER SPECS N BRASS NIPPLE N BRASS BALL VALVE ,l> SAME SIZE AS METER TYP. / " SCH 80 PIPING TO FLOW METER IR,7777777, 80 PIPING (FLOW METER SIZE) z � BRASS UNION LINE SIZE ( ) i POLAR BARRIER COVER SIZE BRASS UNION TYP. LINE SIZE) ' ( ) , \L \\ . � \ NATIVE SOIL COMPACTED TO ` A � ,//; l NATIVE SOIL COMPACTED TO //'i" z PER FILTER & BACKFLOW SIZE j 12" BRASS NIPPLE TYP." NY/� -i�:- ORIGINAL DENSITY j/l ORIGINAL DENSITY 12"W x 8"D WRAP PIPE BRASS ELL TYP BRASS UNION TYP, (LINE SIZE) BRASS BALL VALVE BRASS SCH 80 PVC scH so seri s0.. LINE TO FERTIGATION W CONCRETE PAD WHEN (LINE SIZE) 6" MIN. ,' 8 MIN ; WRAP PIPE AGAINST CONC. /i'i f // \ 3" SCH 80 MALE ADAPTER (LINE SIZE) r/`/% \' FM PER DETAIL IR-17 &18 3" \, N ADJACENT N i / � ' �` ; BRASS BALL VALVE //,` /\ > MAINLINE PER i TO CONC ARM F ylv 7 _.. ._. SPECS. 00 y\ \. WRAP PIPE AGAINST CONC. _ «,,, fi ?✓'. C l MAINLINE 45 DEGREE ELL ,,,-� \, /\��,,,G,.�\ '.i,/0..,.,/\:\c`� f! ✓., /.�.,. <,\ ,, r s z. / /k • f f,/ li:✓ t .-\ � , .,. - a .. -... ,- � `St'^, , ...,.,. / ! .. /, \ ..,,.\ \ ,,....,.,,,.\ /.,. /\ '.:..: � : ,\,\\ \\ _. BRASS OR COPPER PIPING .__ "--�. 1.2 GALV. WIRE MESH BELOW BOX \ ... ,.- . � \lam F „a. /, -112" GALV. WIRE MESH BELOW BOX \ . :( / D.. N - :. - «.-... .:.... •<...;.-: N / `%`\ \ ., S '_• -:-. .. _ - _ ,.::"� .^' ',•, :,,,_ . * / /,, iv .../, /.-,,.,.:. .\�".,�,-.. \; _ ._ ° .. .. , ,�.>\\..,,\� \, y�.,�[\\. ?f:'N1. "��.i\•f ,/\.`�Y >,.,`/.,,,\,. / /j,;.,,/ /v.. `,:�.L:.\/,'// ''." \/ ,;.`•<•\///.\<.,\/` `^`' / ,,/`\, ; �\ \'J ; jai. ' ,.. /�\\ ,, BRASS NIPPLE (DEPTH PER SPECS) "= \•/ \ r..,//v '. ,v,,: /„ . „i\/,!.\, : ,, ,.,, NATIVE SOIL COMPACTED TO \\" ^//;; ORIGINAL DENSITY \/`/\.,.,..\. I;\`' ,.,;`\L \;\r,::; - ,,,,, �\Y�/"t,.. \yJ/��t4.! {�J\: / ��. .. :/F L• // <..;. /,/./:._ /.,F.,. 6"THICK CONCRETE PAD ,•. - /^\ SET 2" ABOVE GRADE :... „ . <.. ../:: /i TO IRRIGATION SYSTEM "-.T...\- '; °..', :.?// \ 2"X12"X12"CONCRETE .,.\\,;, c;/"F'< / -^ THRUST BLOCKS ,\y / y)`\ .a.- \\/ \ '<i^ - 3CUTT.314 GRAVEL WITH 3"GAP \ . • BETWEEN VALVE&GRAVEL UITTOCONTROLLER WITH , #12 HIRE (COLOR TOBE RED WISTRIPE) i `/ ,.;�;y'�,� �\l ,r:::.•></-3CU.FT.3/4"GRAVEL WITH 3" GAP \ .,\ BETWEEN VALVE&GRAVEL 3/4" CONDUIT TO CONTROLLER MIN. DIST. 10 MIN. DIST. 5 WITH BLUE &YELLOW #14 WIRE \ p }�i/�/%/ f / r%' "\/�• NATIVE SOIL COMPACTED TO NOTES: TIMES FLOW TIMES FLOW laJ ,*�\ ��/% BRASS THREADED COUPLING AS REQ'D J ., BRASS PIPING TO MASTER VALVE z '^ ' ORIGINAL DENSITY 1. ALL WIRING SHALL BE APPROVED BY THE DISTRICT PRIOR TO BACKFILL NOTES: METER SIZE METER SIZE C7 / BRASS PIPING TO PUMP OR MASTER VALVE - BRASS OR COPPER 12"X12"X12" CONCRETE THRUST BLOCKS BRASS OR COPPER PIPING TO METER 2. PROVIDE 24" LONG EXPANSION COILS AT EACH WIRE CONNECTION 1. ALL WIRING SHALL BE APPROVED BY THE DISTRICT PRIOR TO BACKFILL V) NATIVE SOIL COMPACTED TO ORIGINAL DENSITY PIPING TO METER SCH 80 PVC PIPING BELOW GRADE TO ELECTRIC AUTO SCH 80 PVC PIPING TO ELECTRIC AUTO FLUSH VALVE 3. PROVIDE 4 EA. CONCRETE BRICKS UNDER VALVE BOX TYP: ) 2. PROVIDE 24" LONG EXPANSION COILS AT EACH WIRE CONNECTION LW L1 12"X12"X12" CONCRETE THRUST BLOCKS NOTES: FLUSH VALVE REFER TO DETAIL IR-13 FOR VALVE DETAIL NOTES: REFER TO DETAIL IR-13 FOR FLUSH VALVE DETAIL 4. USE IRON DUCTILE FITTINGS FOR 4" & LARGER MAINLINE 5. PROVIDE SEPARATE MASTER VALVE AND FLOW METER WHEN AN ADDITIONAL CONTROLLER IS 3. PROVIDE 4 EA. CONCRETE BRICKS UNDER VALVE BOX TYP. ) F • `0 Q 0 W F NOTES: INSTALLATION MUST CONFORM TO LOCAL CODES AND PROVIDE BACKFLOW CERTIFICATION 2. OBTAIN EMWD APPROVAL PRIOR TO INSTALLATION 1. INSTALLATION MUST CONFORM TO LOCAL CODES SPECIFIED OR USE SINGLE MASTER VALVE AND FLOW METER WHEN THE "FL" OPTION IS USED FOR MULTIPLE CONTROLLERS AS APPROVED BY THE DISTRICT AND CALSENSE q. USE IRON DUCTILE FITTINGS FOR 4" &LARGER MAINLINE 5, PROVIDE SEPARATE MASTER VALVE AND FLOW METER WHEN AN ADDITIONAL CONTROLLER IS "FL" d V - BRASS NIPPLE OR 1. INSTALLATION MUST CONFORM TO LOCAL CODES 2. OBTAIN EMWD APPROVAL PRIOR TO INSTALLATION SPECIFIED OR USE SINGLE MASTER VALVE AND FLOW METER WHEN THE OPTION IS USED FOR Q V) COPPEflLINE TO METER 2. CONTRACTOR MUST PROVIDE BACKFLOW CERTIFICATION 3. LOCATE BACKFLOW/FILTER IN PLANTER WHERE POSSIBLE 4. WRAP ALL PIPING WHERE CONCRETE OCCURS 3. LOCATE FILTER IN PLANTER WHERE POSSIBLE 6. NEVER CONNECT SINGLE MASTER VALVES AND FLOW METERS TO BOTH CONTROLLERS 7. PROVIDE BRASS PIPING IN LIEU OF SCH 80 PVC WHEN BRASS FLOW METER IS SPECIFIED MULTIPLE CONTROLLERS AS APPROVED BY THE DISTRICT AND CALSENSE SINGLE MASTER VALVES AND FLOW METERS TO BOTH CONTROLLERS F ti PER WATER DISTRICT 3. LOCATE BACKFLOW IN PLANTER WHERE POSSIBLE 5. ALL EXPOSED PIPING FROM FILTER FLUSH LINE SHALL BE BRASS 4. WRAP ALL PIPING WHERE CONCRETE OCCURS 8. SEAL WIRE CONNECTORS AND CONDUIT OPENING WITH HARDENING SEALANT PER SPECS. 6. NEVER CONNECT 7, PROVIDE BRASS PIPING IN LIEU OF SCH 80 PVC WHEN BRASS FLOW METER IS SPECIFIED 4. WRAP ALL PIPING WHERE CONCRETE OCCURS 6. CONTRACTOR MUST PROVIDE BACKFLOW CERTIFICATION PRIOR TO ACCEPTANCE 5. ALL EXPOSED PIPING FROM FILTER FLUSH LINE SHALL BE BRASS 9. FLOW METERS 3" AND LARGER SHALL BE FLANGED. PROVIDE SPOOLS AND ADAPTERS AS REQ'D. 8. SEAL WIRE CONNECTORS AND CONDUIT OPENING WITH HARDENING SEALANT PER SPECS. M >- F 5. CONCRETE PAD TO BE 4" ABOVE FINISH GRADE T ALL BALL VALVES AND UNIONS MUST BE 4"MIN. ABOVE CONCRETE SLAB 6. ALL BALL VALVES AND UNIONS MUST BE 4"MIN. ABOVE CONCRETE SLAB 10, MASTER VALVE SHALL BE STAINLESS STEEL W/PRESSURE REDUCING AND SURGE RELIEF OPTIONS 9. PIPING AFTER FLOW METER CAN RUN DIRECTLY TO FERTIGATION FLOW METER WHEN USED z SLD Consulting 2011 (Any deviatlon or reproduction o`: this design must be approved in writing by Valley-Wide Recreation &Park District) LD Consulting 2011 (Any deviation or reproduction of design must be approved in wilting by Valley-Wide Recreation &Park Distict) r� LD Censul6n 2011 .Anv deviation or reproduction of this design n mus[ be a roved in writing b � lane -Wide Recreation &Park District) LD Consulting 2011 An deviation or reproduction o i roved in writing b Valley-Wide Recreation &Park District _ (Any p f his design must be app g y y ) LD Consulting 2011 'An deviation or reproduction of this design must be approved in writin b Va9e -Wide Recreation &.Park Distract g (Any p g pp g y y ) z o o VJ W I VALLEY-WIDE RECREATION PARK DISTRICT IR-10 VALLEY-WIDE RECREATION & PARK DISTRICT IR-12A VALLEY-WIDE RECREATION & PARK DISTRICT IR-12C VALLEY-WIDE RECREATION & PARK DISTRICT MASTER CONTROL VALVE IR-15 VALLEY-WIDE RECREATION & PARK DISTRICT FLOW METER IR-16 1- -' BACKFLOW DEVICE 211 AND SMALLER RECYCLED WATER BACKFLOW/FILTER AUTO FILTER (WITHOUT FERTIGATION) REv. 2011 REV.2o11 REv. 2011 REV. 2011 REV.2011 LL F d z UJ F F � 3 a w CL w UJW z 00 0 z w O 0 4- F VI 00 U CL 0 o a VALLEY WIDE RECREATION Q & PARK DISTRICT APPROVAL v x Ww U ,v z Cr"'' �-._ NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT a Of IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. a_ Dean Wetter Date: DIG ALERT BENCH MARK REVISIONS ACCEPTED BYt 13270 DEscRIPTON'. RIVERSIDE COUNTY DESIGNATION E� VpNDSCgpF� EASTERN MUNICIPAL WATER DISTRICT COUNTY OF RIVERSIDE WO gOftE eE yao P o� T-42-81 (RESET) NAVD 29 ELEV 1335.240' Borthwick, �F? D Pp Guy Bettenhausen, Inc. �y y'm 13229' Fi o Call: TOLL FREE ��� TRACT 31118 / IP 130006 : 1-800-227-2600 LOCATION: AT THE INTERSECTION OF BENTON ROAD AND BRIGGS ROAD, IN THE NORTHWEST CORNER OF Jeff r 221 n rr -� _ Kraus kraus@bgb-inc.com NEW BUSINESS DEVELOPMENT CIVIL ENGINEER DATE RECYCLED WATER USE IMPROVEMENTS COPP RWUE: DEPARTMENT ACCEPTANCE DATE 14A-1 OR THE INTERSECTION 69' NORTHWEST OF POWER _ ign lure * * I- 811 POLE X11447E ON THE LINE WITH MAILBOXES, 1T NORTH OF CENTERLINE April-15, 20 4 2444 Dupont Drive Irvine CA 92627 Date --- IRRIGATION /� *� A c IRR1GzATI©N ©ETAILS COORD. RWWP NEW BUSINESS P.C. \ / BRIGGS, SET FIBERGLASS WITNESS POST 1' f ,,, El'a o'6 DATE: Q' OPERATIONS \/ p 51vI �rF VALLEY-WIDE STREETSGAPE D IrSA 96 SHT.? OF 1�3 WEST OF MONUMENT 949-476-8616 p 949-476-8707 f OF CA DRAWN DRAWN BY: 9/612013 JK MARK APPR. DATE ENGINEERING LEON ROAD / JEAN NICHOLAS ROAD 34 D-45654 ART GUY DESCRIPTION EMWD POS ENGINEER TWO FULL WORKING DAYS BEFORE YOU DIG CHECKED BY: 41,13`V.. z A CONTACT CALSENSE FOR DOME ANTENNA NATIVE SOIL COMPACTED TO CL FOR OPTIMUM RADIO SIGNAL CALSENSE PREASSEMBLED ENCLOSURE PRIOR TO INSTALLATION 4L ORIGINAL DENSITY CL (LOCAL RADIO &RADIO REMOTE) FLIP TOP IN OPEN POSITION — PISTON CONNECTED GRADE IN PLANTER 4" BELOW BOX EL ENCLOSURE 24" o = INJECTION TEE W/LANCE, 1/2" CHECK Q 2 -VT & SMALLER o CONNECTED TO GROUND LUG VALVE & AIRPRESSURE RELIEF VALVE > o 30" WIRING 0 a) LO BELOW MAIN 120 VAC JUNCTION BOX VALVE TYP, � I TrsEe I �, SWING CHECK PUMP DISCHARGE POLY. TUBING > Ci MOUNTING BOLTS GALV.STAPLE ELECTRIC AGITATOR MOTOR t— --- WIRING TO INJECTOR FLOW METER PVC CONDUIT SWEEP FOR IRRIGATIOP F- 0 FERTIBOOST PUMP PER PLAN & SPECS. W Cz9 Q W NOTES: 1 LOCKABLE POLY CONTAINMENT TANK LID H— 1. ALL WIRING MUST CONFORM TO LOCAL CODES t SERVICE 120V CONDUIT f FINISH GRADE 16" BELOW TOP OF LID 2, PROVIDE 24" EXPANSION COILS AT EACH WIRE CONNECTION 0 0 J, \ 0I^ z AGITATOR PADDLE �, 0 H 5. PROVIDE 4 EA. CONCRETE BRICKS UNDER VALVE BOX (TYP.) Z VJ LIQUID LEVEL SHUTOFF F Li PUMP SUCTION POLY W h— "" " •�\/\: ' POLY FERTILIZER TANK SIZE PER PLAN L'- O AND AT CONTROLLER W PROVIDE STARTER FERT. PER SPECS. 8. PROVIDE PULL BOX FOR ALL WIRE SPLICES FOR RUNS OVER 2500 FEET OR AS APPROVED M w� F- ctr LD 2011 (Any deviation or reproduction of this design mus be approved .. w..b_g b Valley -Wide Recreation & Park District) z Q V �// {�•—NATIVE SOIL COMPACTED TO ORIGINAL {/\.< ) (/4\ `: DENSITY 9 v,� � V),*'Y: �/� 318" GRAVEL 24" DEEP LU >- f ` 3" PERFORATED DRAIN PIPE W/CAP g � I _ WRAP PIPE WITH FILTER SOCK z M r ® n °) °� 2" MIN. C) W q• G z � 0 0 W J V) 6" MIN. Q mI Q z \\7 f . �V/ 0 O NOTES 14ON MIRAFY FILTER FABRIC W 1. ALL POLY TUBING, 12V & 120V WIRING SHALL BE INSTALLED IN 3/4" MIN. SIZE CONDUIT CL I 2. CONTRACTOR SHALL INSTALL PROVIDE FERTIGATION CERTIFICATION' FROM MANUFACTURER W tY 'Q 3. FERTIGATION PUMP &PANEL SHALL BE INSTALLED IN BOOSTER PUMP ENCLOSURE WHEN USED a W J w z O 4. PROVIDE WIRING FROM FERTIGATION CONTROL IRRIGATION CONTROLLER IN 3/4" CONDUIT 5. REFER TO MANUFACTURER'S DETAILS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS d (j H 6, PROVIDE SEPARATE 15 AMP BREAKER AND INSTALL POWER TO PUMP PER LOCAL CODE z z z < Z LD Consulting 2011 (Any deviation or reproduction of ,his design must be approved in writing by Valley Wide Recreation &Park District) W W z a VALLEY -WIDE RECREATION & PARK DISTRICT J z a c� a. IR -1$ w M 0- FERTIGATION TANK p In REV. 2011 - a z z Y V) W > — ® z W O V? S H d -- GRADE IN PLANTER 4" BELOW BOX CD N C CL RECTANGULAR VALVE BOX w Q v W/ LOCKING SS BOLT S ® V) HEAT BRAND "PB" U W W oD- APPROVED WIRE CONNECTOR a- ir CL 36" EXPANSION COILS 0 CL IN TURF 2" BELOW BOXof CL GRADE NOTE: A CONTACT CALSENSE FOR DOME ANTENNA NATIVE SOIL COMPACTED TO OX FOR OPTIMUM RADIO SIGNAL CALSENSE PREASSEMBLED ENCLOSURE PRIOR TO INSTALLATION 4L ORIGINAL DENSITY V) (LOCAL RADIO &RADIO REMOTE) FLIP TOP IN OPEN POSITION — PISTON CONNECTED ✓�/; TO FLIP TOP ENCLOSURE 24" o = #6 AWG GROUNDING WIRE 36" 2 -VT & SMALLER o CONNECTED TO GROUND LUG 24" > o 30" WIRING 0 a) LO BELOW MAIN 120 VAC JUNCTION BOX VALVE TYP, � I TrsEe I �, SWING CHECK T f co Ci MOUNTING BOLTS GALV.STAPLE d � I PVC CONDUIT SWEEP FOR IRRIGATIOP 0 0 CONTROL WIRING (WHEN SPECIFIED) 3 CU.FT, 314" GRAVEL W Cz9 Q NOTES: 1 1. ALL WIRING MUST CONFORM TO LOCAL CODES t V) 2, PROVIDE 24" EXPANSION COILS AT EACH WIRE CONNECTION L LJ 3 PROVIDE 3" CLEARANCE BETWEEN WIRES & BOX 0I^ 4 EPDXY ALL GAPS BETWEEN WIRE AND CONDUIT AT EXPOSED SWEEP ENDS �, 0 H 5. PROVIDE 4 EA. CONCRETE BRICKS UNDER VALVE BOX (TYP.) Z VJ 6. NO WIRE SPLICES SHALL BE ALLOWED UNLESS APPROVED BY THE DISTRICT F Li 7. ALL SPARE WIRES FOR END OF RUN SHALL BE IN A PULL BOX TYP. AND SHALL BE LABELED IN BOX L'- O AND AT CONTROLLER W 8. PROVIDE PULL BOX FOR ALL WIRE SPLICES FOR RUNS OVER 2500 FEET OR AS APPROVED M w� F- ctr LD 2011 (Any deviation or reproduction of this design mus be approved .. w..b_g b Valley -Wide Recreation & Park District) z ©0 VALLEY -WIDE RECREATION & PARK DISTRICT Z IR -27 R � I PULL BOX M RV. 2071 0 CL W cL r— <r z W z � a W w W W z o z z z < z o 0 a c z r c� a. w 0z - a of Y V) W p V? S W W CD > U 0 � a a- ir CL NOTE: A CONTACT CALSENSE FOR DOME ANTENNA CONTROLLER ORIENTATION SHALL ADJUST ALL IRRIGATION FOR OPTIMUM RADIO SIGNAL CALSENSE PREASSEMBLED ENCLOSURE PRIOR TO INSTALLATION 4L MODEL # SSE -LR -DOME -RR (TYPICAL) OVER SPRAY ON (LOCAL RADIO &RADIO REMOTE) FLIP TOP IN OPEN POSITION — PISTON CONNECTED CONTROLLER TO FLIP TOP LOUVERED VENT 30"X26" CONCRETE BASE 8" THICK POUR 2" ABOVE FINISH GRADE TAPER CONCRETE GRADE 2" FROM 1-1/2" SPARE CONDUITENCLOSURE TO CONCRETE EDGE RUN TO BOX 24" AWAY FROM ENCLOSURE —10" ROUND LOCKING BOX CONCRETE PAD 4" THICK MIN. HEAT BRAND "PB" ON COV POUR 2" ABOVE FINISH GRADE 3' MIN. Wits �i 3" MIN. SCH 40 SWEEP FOR CONTROL WIRING �3,'4"SCH 40 SWEEP (FLOW METER) 3/4" SCH 40 SWEEP FOR 20 VAC POWER 1 5/8" X 8' COPPER GROUNDING 3,r4„ SCH 40 SWEEP (MASTER /ACNE) ROD WITH #6 WIRE FOR CLAMP LD Consulting2011 (An deviation or reproduction of this desi n must be approved in writing b Valley -Wide Recreation & Park District) Y P 9 PP 9 Y Y ,@VALLEY -WIDE RECREATION & PARK DISTRICT IRRIGATION PEDESTAL ENCLOSURE IIR-20 I REV, 2011 STEP 1 STRIP ONE W RIE OVERDHA FIST OF TOHEETHER LENGTH OFING THE TWISTED DISTANCE STEP 2 BEND UNTWISTED WIRE BACK OVER TWISTED DISTANCE AS SHOWN STEP 3 APPLY AND TWIST IN A CLOCKWISE ELECTRICAL DIIR CO OR DIRECTION UN TIGHT BUT DO NOT STRIP THREADS STEP 4 INSERT THE SPLICE INTO THE GEL-FILLLED INSULATOR TUBE. PUSH PAST THE LOCKING FINGERS TO HOLD THE SCOTCHLOK CONNECTOR IN PLACE WIREAND STEP 5 INSULATORUBECOV RLCLOSEDNAP NOTES. 1. PROVIDE BLUE SEALANT IN ADDITION TO PRE -FILLED CONNECTOR 2. PROVIDE WIRE CONNECTORS FOR ALL CONTROL WIRE SPLICES 3. PROVIDE WIRE CONNECTORS AT ENDS OF ALI. EXTRA WIRES 4, WIRESPLICES SHALL BE INSIDE VALVE BOXES AT VALVES OR FOR RUNS OVER 2500 FEET 5. PROVIDE #12 CONTROL WIRE & #10 COMMON WIRE FOR RUNS OVER 2500 FEET 6, SOLDER WIRE SPLICES FOR MASTER VALVE AND FLOW METER CONNECTIONS 7 WIRE CONNECTORS SHALL BE 3M DBR-6 PER SPECS OR APPROVED EQUAL 8, INSTALL WIRING PER DETAIL LC -23 LD Consulting 201` (Any devet'on or reproduction of this design must be approved in writing by Valley -Wide Recreation & Park District) ,@VALLEY -WIDE RECREATION & PARK DISTRICT WIRE CONNECTORS IIR-2$ I REV. 2011 . DIG ALERT BENCH MARK DESCRIPTON: RIVERSIDE COUNTY DESIGNATION T-42-81(RESET)NAVD 29 ELEV 1335.240' Borthwick G uy Bettenhausen Inc. 0 Call: TOLL FREE 0 LOCATION: AT THE INTERSECTION OF BENTON ROAD AND Of 1-800_227-2600 BRIGGS ROAD, IN THE NORTHWEST CORNER OF Jeff Kraus -]kraus@bgb-inc.com THE INTERSECTION 69' NORTHWEST OF POWER ;i I OR POLEH OF B E ON THE LINE WITH MAILBOXES, 1T 2444 Dupont Drive, Irvine CA 92627 *, /i 811 NORTH OF BENTON, 15' WEST OF CENTERLINE \/ BRIGGS. SET FIBERGLASS WITNESS POST 1' WEST OF MONUMENT 949-476-8616 p 949-476-8707 f TWO FULL WORKING DAYS BEFORE YOU DIG CALSENSE CONTROLLER ASSEMBLY A CONTRACTOR MODEL # ET -2000e -XX -LR -RR -SSE (TYP.) WHEN USING MULTIPLE CONTROLLERS D SHALL ADJUST ALL IRRIGATION CONTACT CALSENSE TO CONFIRM MODEL # aCALSENSE TO PREVENT 30" OVER SPRAY ON CALSENSE TP -1 TRANSIENT FLIP TOP IN OPEN POSITION — 36" CONTROLLER PROTECTION BOARD ENCLOSURE 24" o = GFCI OUTLET & SWITCH— A u STAINLESS STEEL ENCLOSUR D 000 (WITH DOME ANTENNA) 4" & LARGER T O.C. 18" 30" 30" CALSENSE TP -1 TRANSIENT 36" 36" 3" & SMALLER PROTECTION BOARD 24" 24" o = #6 AWG GROUNDING WIRE 36" 2 -VT & SMALLER o CONNECTED TO GROUND LUG 24" 24" o 30" WIRING 0 SCH 80 BALL _ BELOW MAIN 120 VAC JUNCTION BOX VALVE TYP, � I TrsEe I �, SWING CHECK BELOW MAIN g" PVC COATED — (LINE SIZE) Tr TREE ASSEMBLY PER VALVE BELOW MOUNTING BOLTS GALV.STAPLE EACH HORZ. LINE SCH 80 NIP. DETAIL IR -33 _ _ il I \� 3/4” GROUNDING ROD SLEEVE GROUNDING ROD NOTES, L CONTACT CALSENSE FOR SPECIFIC CONTROLLER MODEL NUMBER FOR EACH INDIVIDUAL PROJECT 2. ALL CONTROLLER COMPONENTS MUST BE CERTIFIED BY CALSENSE 3 CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND INSTALLING ALL REQUIRED CONTROLLER COMMUNICATIONS CONTACT CALSENSE FOR EACH PROJECT REQUIREMENTS 4. CONTRACTOR SHALL INSTALL AND PROGRAM FLUSH VALVE TO DRIP 2 PROG, PER SPECS. - tl Recreation & Park District LD Consulting 20' 1 An deviation or re roduc[icn or the design must be approved n writing 6 Valle Wi e c g (Any P 9 PP 9 Y Y 1 VALLEY-W In IRRIGAT OIND P RECREATION CONTRO L ERDISTRICT .. IR -21 UNDISTURBED SOIL COMPACTED BACKFILL PER SPECS. LATERAL LINE CONTROL WIRING MAINLINE AND WARNING TAPE HARDSCAPE COMPACTED BACKFILL PER SPECS. SAND BACKFILL FOR ROCKY CONDITIONS PER SPECS. LATERALSLEEVE MAINLINE SLEEVE WIRE SLEEVE INITIAL BACKFILL PER SPECS. DEPTH A B C D E F 4" & LARGER T O.C. 18" 30" 30" 36" 36" 36" 3" & SMALLER 18" 24" 24" 30" 36" 36" 2 -VT & SMALLER 12" 24" 24" 24" 30" 30" WIRING SCH 80 BALL _ BELOW MAIN VALVE TYP, � I TrsEe I �, SWING CHECK BELOW MAIN NOTES: 1. LINES MUST HAVE MIN. CLEARANCE OF 4" FROM EACH OTHER & 24" FROM OTHER TRADES 2. RUN WIRING UNDER MAINLINE, TAPE & BUNDLE @ 10' O.C. 3. PROVIDE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION 4, ALL SLEEVES MUST BE 2 TIMES THE DIAMETER0 F THE PIPE WITHIN 5. ALL SLEEVES MUST HAVE FOAM AT PIPE OPENING TO PREVENT DIRT ENTRY 6. ALL SLEEVES MUST EXTEND 12" MIN. DISTANCE PAST CURB OR SIDEWALK 7, CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET LIGHT LOCATIONS LD Consulting 2011 (Any deviation or reproduction of this design must be approved in writing by Vailay-Wide Recreation & Park District) VALLEY -WIDE RECREATION & PARK DISTRICT TRENCHING & SLEEVING IR -23 RF\/ 9l PIPING ELEVATION SHALL NOT EXCEED 18" OF ELEVATION CHANGE TEE BARK MULCH_ ' 2' O.C. 18" 4" THICK I i VINE EMITTER @ 10' O.C. SPACING 12" T O.C. 18" 42" 510" 1/2" SALCO OR GPH - TOP OF SLOPE 54" TUBING PER SPECS. AGAINST FENCE 5' O.C. 30" 64" OR WALL FLUSH VALVE END 12" SWING - - - CAP - 200' MAX. CHECK VALVE DISTANCE PER DETAIL IR -35 PER DETAIL IR -34 SCH 80 BALL _ VALVE TYP, � I TrsEe I �, SWING CHECK g" PVC COATED — (LINE SIZE) Tr TREE ASSEMBLY PER VALVE BELOW GALV.STAPLE EACH HORZ. LINE SCH 80 NIP. DETAIL IR -33 _ _ il TYP —EPDXY COATED J -NOOKS PRESSURE I i 1 i PER SPECS. REGULATOR N - e' PER DETAILPip F EMITTER ASSEMBLY IR -35 PER DETAIL IR -31 & 32 9" PVC COATED GALV. STAPLE EQUAL UVR ELLS FOR SLOPE GRADE REMOTE CONTROL DRIP VALVE PER TRANSITION DETAIL IR -02 12" FROM SIDEWALK TYP. WHEN APPLICABLE BASKET FILTER PER DETAIL IR -2 MAINLINE PER SPECS. SIDEWALK OR CURB NOTES: 1, ALL PIPING FOR POINT TO POINT LATERALS WITHIN 8 FEET OF ANY WALKING OR DRIVING SURFACE SHALL BE BURIED 4" DEEP. PIPING SHALL BE UVR PVC AND HAVE J -HOOKS PER DETAILS AND SPEC: 2, ALL UVR PIPE JOINTS AND FITTINGS BELOW AND ABOVE GRADE SHALL BE PRIMED. L'J Consulting 201? (Any deviation or reproduction of this design must be approved in writing by Valley -Wade Recreation & Park District) VALLEY -WIDE RECREATION & PARK DISTRICT POINT TO POINT LATERAL LAYOUT IR -30 GPH OR SALC^ BLACK UV MALE ADAPTE BARK MULC 4" THIC 1/2" SALCO OR GP TUBING PER SPEC SALCO OR GPH 2 GPH EMITTER PER SPECS. EMITTER TO BE LOCATED AT REAR OF PLANT ROOTBALL 9" PVC COATED GALV.STAPLE 11I EMITTER TO BE LOCATED AT EDGE — — OF PLANT ROOTBALL LD Consulting 2011 (Any deviation or reproduction of this design must be approved In writing by Valley -Wide Recreation & Park District) VALLEY -WIDE RECREATION & PARK DISTRICT EMITTER ASSEMBLY SECTION VIEW IR -31 ,@S I REV, 2011 . • �.. . ® , VIN L. 11 „� Dean Wetter Date: ACCEPTED BY: EASTERN MUNICIPAL WATER DISTRICT NEW BUSINESS DEVELOPMENT CIVIL ENGINEER * DEPARTMENT ACCEPTANCE DATE: NEW BUSINESS P.C. OPERATIONS DRAWN BY: 9/6/2013 JK MARK APPR. DATE ENGINEERING CHECKED BY: ART GUY DESCRIPTION EMWD pnC FNf:INFFR MAINLINE TEE PER SPECS. CONCRETE THRUST BLOCK TYP. COMPACTED BACKFILL TYP. MAINLINE ELL 45 PER SPECS. MAINLINE PER SPECS TYP, MAINLINE ELL 90 PER SPECS. UNDISTURBED NATIVE SOIL TYP. NOTES: 1. SUPPLY LINES 2" - 3" IN DIAMETER SHALL RECEIVE CONCRETE THRUST BLOCKS 2. SUPPLY LINES OVER 3" SHALL HAVE IRON DUCTILE RESTRAINT SYSTEM 3. AMINIMUM OF 6" OF CONCRETE SHALL BE POURED ON VIRGIN OR COMPACTED SOIL 4. CONCRETE SHALL BE 3 SACK MIX SLURRY CONTAINING NO GRAVEL 5. WHERE CONCRETE AND PVC ARE TOGETHER PVC PIPE SHALL BE PROTECTED WITH PIPE WRAP LD Consulting 2011 (Any devlabon or reproduction of this design must be approved in writing by Valley -Wide Recreation & Park District) r4 BLOCK MAIN e SMALLER aw �1i�liicl�A®!�� SxSxT TEEUVR SxSxT TEE EPDXY COATED FUVR LATERAL LINEZ PER SPECS. PLANT SPACING A TEE C MAINLINE TEE PER SPECS. CONCRETE THRUST BLOCK TYP. COMPACTED BACKFILL TYP. MAINLINE ELL 45 PER SPECS. MAINLINE PER SPECS TYP, MAINLINE ELL 90 PER SPECS. UNDISTURBED NATIVE SOIL TYP. NOTES: 1. SUPPLY LINES 2" - 3" IN DIAMETER SHALL RECEIVE CONCRETE THRUST BLOCKS 2. SUPPLY LINES OVER 3" SHALL HAVE IRON DUCTILE RESTRAINT SYSTEM 3. AMINIMUM OF 6" OF CONCRETE SHALL BE POURED ON VIRGIN OR COMPACTED SOIL 4. CONCRETE SHALL BE 3 SACK MIX SLURRY CONTAINING NO GRAVEL 5. WHERE CONCRETE AND PVC ARE TOGETHER PVC PIPE SHALL BE PROTECTED WITH PIPE WRAP LD Consulting 2011 (Any devlabon or reproduction of this design must be approved in writing by Valley -Wide Recreation & Park District) r4 BLOCK MAIN e SMALLER aw �1i�liicl�A®!�� SxSxT TEEUVR SxSxT TEE EPDXY COATED FUVR LATERAL LINEZ PER SPECS. PLANT SPACING A B C D 2' O.C. 18" 32" 42" 12" T O.C. 18" 42" 510" 12" 4'0.C. 24" 54" T0" 12" 5' O.C. 30" 64" 818" 12" 1/2' SALCO OR GPH TUBING RISER PER SPECS. 9" PVC COATED GALV.STAPLE SALCO OR GPH RISER ASSEMBLY PER SPECS. SALCO OR GPH 2 GPH EMITTER PER SPECS. I r n f is design must be approved in writin b Valley -Wide Recreation 8 Park LU Censuring201 An deviation or reproduction o th (Any P 9 PP 9 Y Y @VALLEY -WADE RECREATION & PARK DISTRICT SHRUB EMITTER ASSEMBLY LAYOUT IR -3 I RFV 2( ■� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT—OF—WAY ONLY. COUNTY OF RIVERSIDE 14 0"`11 WO_ 13270 Pcwo 13229 TRACT 31118 / IF 130006 RECYCLED WATER USE IMPROVEMENTS DOPP RWUE IRRIGATION ®ETAILS14A-1 COORD. RWUP VALLEY -WIDE STREETSCAPE I.D. 98 SHT. 12 OF LEON ROAD / JEAN NICHOLAS ROAD S A 34 D=455654 GP.112I CL CL 09 d GL CONNECTION TO PVC LATERAL LINE WITH SCH 40 UVR TEE SLIP X SLIP- GRADE IN PLANTER 4" BELOW BOX - --- REMOTE CONTROL VALVE AT TOP OF SLOPE - :JasONLY WHEN NECESSARY) 10" ROUND VALVE BOX - • WALL OR FENCE Wl LOCKING SS BOLT I y ti.l 314" MIN. SCH 40 UVR PVC LATERAL LINE HEAT BRAND "FV" I GRADE IN PLANTER I INSTALL PARALLEL TO FACE OF SLOPE WITH NO ELEVATION CHANGE OVER 18" - SCH 80 ELL SXT 1l2" SCH 80 PVC BALL VALVE TOP OF SLOPE I I ' ®I SCH 40 UVR PVC PER SPECS. TREE BASIN PER SPECS. V.13. SPRINKLER TIE (2 [PLACES) t,J EPDXY COATED REBAR J -HOOK PER SPECS. 112" UVR SCH 40 ELL ( SIZE PER PLAN TREE FOOTBALL TYP. USE RATCHET TOOL TO SECURE ~2" � SCH 40 UVR PVC PIPING AS REO'D. INSTALL PERPENDICULAR TO SLOPE EPDXY COATED J -HOOK UVR PVC PIPINGPER SENNINGER INLINE PRESSURE REGULATOR I 4" FLAT DRAIN CAP WITH VANDAL PROOF SCREW SHRUB ADAPTER W/NOZZLE LEGEND & SPECS. 0SCH 40 UVR PVC FROM VALVE L,J SCH 40 UVR PVC ELL SLIP X FT 4' I', 1/2" MT X FT CHECK VALVE Z Q PVC SWING CHECK VALVE FINISH GRADE 12 AS REQUIRED MIN I I I _-_ SCH 40 UVR PVC TEE SLIP X FT NATIVE SOIL COMPACTED TO SCH 40 UVR PVC FROM VALVE WHEN I l SCH 80 RISER TYP. F- Q e ORIGINAL DENSITY INSTALLED AT TOP OF SLOPE ( d pCN z F-- 2" X 12" SALCO OR GPH FLEXIBLE TUBING RISER ASSEMBLY WITH MALE TREE 1 ADAPTERS ON EACH END o 2" SCH 40 ELL I ° SCH 40 PIPING 3/4" X 6" SCH 80 NIPPLE ( USE CUT NIPPLE FOR TOP OF UNE WHERE TEE IS SLIP X SLIP A, \ \ \ NATIVE SOIL COMPACTED TO �y'\ \/ =.` ORIGINAL DENSITY LLJ I I 1/2" SCH 40 STREET ELL TYP. 3X M E- 9" PVC COATED GALV. STAPLE a -- SCH 40 UVR TEE LINE SIZE BY 3/4" SST ( PVC LATERAL PER SPECS. \ \ \\\r T... 1l2" X 12" SCH 80 NIPPLE: \ z =11?REE 0ILL e - _ s' PLANTING PER PLANTING PLANS y ' / TOE OF SLOPE �� r \''��,"S� TRIPLE SWING JOINT \r r \\!t i/ \� ' y/ y/ LOW VOLUME DRIP EMITTER PER SPECS. AND PLAN SEE DRIP SCHEDULE BELOW: , .' ` /r' ROOT WATER SYSTEM (RWS) "•/A�v` �\ ' /��� / ;\, i , T ��\ , SCH 40 TEE SLIP X FT z , , CU.FT.3/4"GP.AVEL ,,l��4� r % 0 - W 2" SALCO OR GPH FLEXIBLE TUBING RISER ASSEMBLY . ; 1/2" GALV. WIRE MESH / % %\ ! LATERAL LINE PER SPECS. J m I WITH MALE ADAPTERS ON EACH END, LENGTH AS REO'D. - - - - EPDXY COATED REBAR J -HOOK @ 8' SPACING Q TO CENTER EMITTER AROUNDIROOTBALL 1/2' X 12' SCH 80 NIPPLE NATIVE SOIL COMPACTED TO #4 X 30" REBAR NOTES: F UVR LATERAL TO FILTER AND VALVE ORIGINAL DENSITY NOTES: ...1 1. ALL TREES SHALL RECEIVE THE NUMBER OF DRIP EMITTERS SHOWN BELOW. 4" PERFORATED PIPE 36" LONG SET 2' BELOW BOTTOM OF VALVE BASKET FILTER PER DETAIL IR -02 TREE STAKE PER PLANTING DETAILS 1. USE 314" TEFLON TAPE FOR ALL THREADED FITTINGS W IL Q 5 AND 15 GALLON TREES - 3 DRIP EMITTERS WRAP PIPE WITH FILTER SOCK REMOTE CONTROL VALVE AT TOE OF SLOPE 2. INSTALL RISERS PERPENDICULARLY PLUMB TO ADJACENT GRADE � Q 24" BOX TREES - 4 DRIP EMITTERS NOTES: (TYPICAL CONFIGURATION) NOTES: 3. INSTALL RISERS 12" FROM WALL OR FENCE 2 36" BOX TREES - 5 DRIP EMITTERS 48" BOX TREES - 6 DRIP EMITTERS 2. DRIP EMITTERS SHALL BE PLACED TO DRIP DIRECTLY ADJACENT TO TREE ROOTBALL. 1. PROVIDE 3" CLEARANCE BETWEEN VALVE & BOX 2. PROVIDE 3 EA. CONCRETE BRICKS UNDER VALVE BOX (TYP.) NOTES: 1, FLUSH LATERAL LINES COMPLETELY BEFORE INSTALLATION OF PRESSURE REGULATORS 1, ROOT WATERING SYSTEMS SHALL ONLY BE USED WHEN POINT TO POINT IRRIGATION IS NOT USED 2. PROVIDE TWO RWS PER TREE WITH 1 GPM BUBBLER WHEN DRIP IS NOT SPECIFIED 4. ADJUST NOZZLES TO PREVENT OVERSPRAY ONTO HARDSCAPE 5. USE POP-UP SPRAY HEADS WITHIN 8' OF SIDEWALK, TURF OR CURBING 3. ALL IRRIGATION SHALL BE COMPLETELY INSTALLED PRIOR TO PLANTING. 3. SECURE END OF FLUSH LINE PIPING TO 4" DRAIN PIPE WITH PLUMBER'S TAPE 2, ALL PIPING SHALL BE PRIMED PRIOR TO GLUE APPLICATION PER SPECS. 3. PROVIDE PERFORATED PVC PIPE PER PLANTING DETAIL PL -03 IN ADDITION TO RWS � ,� r i- :- �- , LD Consulting 20 � 1 Any deviation or reproduction of this design must be approved ..: writing b Valle W,de Recreation & Park Dst.,ct) 9 9 Y ) Consoling LD .,onswGn 20,1 An deviation or re roduction or the design must be approved in writing b Valley -Wide Receatlon &Park District) g (Any P g PP 9 1 Y ) i � � .D Consulting 20.1 (Any deviation or reproduction of this design must be approved in writing b Valley -Wide Recreation &Park Distr,et 9 ( P 9 Pp 9 Y Y LD Consultin 2011 An deviation or reproduction of this t raved in writing b Valley -Wide Recreation & Park District 9 (Any P designmus be approved 9 Y Y ) LD Consultin 2011 'An deviation or reproduction of this design must be approved in writing by Valley -Wide Recreation & Park District) 9 (Any _J VALLEY -WIDE RECREATION & PARK DISTRICT IR -33 VALLEY -WIDE RECREATION & PARK DISTRICT IR -34 VALLEY -WIDE RECREATION & PARK DISTRICT IR -35 VALLEY -WIDE RECREATION & PARK DISTRICT TREE ROOT WATERING SYSTEM IR -36 VALLEY -WIDE RECREATION & PARK DISTRICT SHRUB SPRAY ON RISER IR -38 TREE EMITTER ASSEMBLY LAYOUT FLUSH VALVE ASSEMBLY CHECK VALVE & PRESSURE REG. O o REV. 2011 REV. 2011 REV. 2011 REV. 2011 REV. 2011 10z � z O v > z 0 0 z -t -- HEAD TO BE 2" ABOVE Uv W HEAD TO BE 2" ABOVE GRADE IN PLANTER 2 � N GRADE IN PLANTER WALL OR FENCE � � - POP-UP ROTOR WICHECK VALVE > U SPRAY HEAD W/CHECK VALVE Y-6" FOR TURF 12" FOR PLANTER GRADE IN PLANTER z J 0 x t- _ 6" FOR TURF 12" FOR PLANTER PER LEGEND & SPECS. CL < PER LEGEND & SPECS. TO BE 3/4" ABOVE HUNTER ROTOR STAKING TIE HEAD K 6" HEAD TO BE 3/4" ABOVE GRADE IN TURF 2' GRADE IN TURF #46-3551 CONNECT TO REBAR 212" SHRUB ROTOR WICHECK VALVE PER LEGEND &SPECS. 12,: i/'/T \ MIN. 12' NATIVE SOIL COMPACTED TO �r 12 `� //TVA SCH 80 RISER TYP. LaJ MIN F`�N ORIGINAL DENSITY MIN �L ��af< NATIVE SOIL COMPACTED TO ORIGINAL DENSITY NATIVE SOIL COMPACTED TO `� MARLEX ELL TYP. 3PLACES �' ` V`Y '�1, SCH 40 STREET ELL (3 PLACES) �' /�;�� ORIGINAL DENSITY 00 // \ ` " 1Y� MIN SGH 40 STREET ELL TYP. SCH 40 TEE SLIP X ET •`, � SCH 40 TEE SLIP X FTS ✓�';,, SCH 80 NIPPLE TYP. SCH 40 TEE SLIP X FT 1J2" X 8" MIN. SIZE FOR 8" SCH 80 NIPPLE TYP. ROTOR HEAD LeJ z zz 12" X 12" MIN. SIZE FOR 12" INLET WIDTH X 12" MIN. LENGTH SCH 80 NIPPLE TYP. 0 V• LATERAL LINE PER SPECS. LATERAL LINE PER SPECS. LATERAL LINE PER SPECS. NOTES: L,d "TEFLON n NOTES: #4 X 30" REBAR � , LY - ^ 1. USE 3l4 TAPE WHERE ELL MEETS SCH 40 TEE NOTES: Q A Q ® L i � 2. INSTALL HEADS PERPENDICULARLY PLUMB TO ADJACENT GRADE 1. USE 3i4"TEFLON TAPE AT ALL SCH 40 ELLS o 1. USE 3/4" TEFLON TAPE AT ALL SCH 40 ELLS 3. ADJUST NOZZLES TO PREVENT OVERSPRAY ONTO HARDSCAPE 2. INSTALL HEADS PERPENDICULARLY PLUMB TO ADJACENT GRADE 2. INSTALL RISERS PERPENDICULARLY PLUMB TO ADJACENT GRADE Q L' 4. INSTALL HEADS 2" FROM HARDSCAPE EDGE IN TURF AREAS WHERE ALLOWED PER AS 1881 3, ADJUST NOZZLES TO PREVENT OVERSPRAY ONTO HARDSCAPE 3. INSTALL RISERS 12" FROM WALL OR FENCE � F- (0 LL 5. INSTALL HEADS 6" FROM WALLS IN PLANTER AREAS WHERE ALLOWED PER AS 1881 4. INSTALL HEADS 4" FROM HARDSCAPE EDGE IN TURF AREAS WHERE ALLOWED PER AS 1881 4. ADJUST NOZZLES TO PREVENT OVERSPRAY ONTO HARDSCAPE ta::l 6. ALL HEADS ADJACENT TO CONCRETE SURFACE SHALL BE FLUSH TO TOP OF CONCRETE 5. INSTALL HEADS 4" FROM HARDSCAPE EDGE IN PLANTER AREAS WHERE ALLOWED PER AB 1881 5, USE POP-UP ROTORS WITHIN 8' OF SIDEWALK.. TURF OR CURBING 6. INSTALL 12" POP-UP ROTORS FOR TURF AREAS WITHIN BOTTOM OF DETENTION BASINS .•"� F z '.LD Corsuting 2011 (Any deviation or reproduction of this design most be approved in writing by Valley -Wide Recreation &Park District) LD Consulting 2011 (Any deviation or reproduction of this design must be approved in writing by Valley -Wide Recreation &Park District; IJJ Consulting 2011 (Any deviation or reproductlao of this design must be approved in writing by Valley -Wide Recreation BPark District) 0 I\) Q 0 _.._ _. VALLEY -WIDE RECREATION & PARK DISTRICT IR VALLEY -WIDE RECREATION & PARK DISTRICT IR VALLEY -WIDE RECREATION & PARK DISTRICT IR Lil I -39 -41 -42 J POP-UP SPRAY HEAD POP-UP ROTOR HEAD SHRUB ROTOR ON RISER REV. 2011 REV. 2011 REV. 2011 Of J Z a. w CL F- z Lil = i w CL LaJ z Lad U Uj p 0 z z LiI F- 0 q ca L� 0 EL 1n a WIDE RECREATION 0 VALLEY 0 F- & PARK DISTRICT APPROVAL v Uj V > 0 0 WNWz c� I µ NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT Q W IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. Dean Wetter Date: DIG ALERT BENCH MARK REVISIONS ACCEPTED BY 1327ti DESCRIPTON. RIVERSIDE COUNTY DESIGNATION �P NDSCAP Fq�c EASTERN MUNICIPAL WATER DISTRICT COUNTY OF RIVERSIDE �Ef°aE yap ac T-42-81 (RESET) NAVD 29 ELEV 1335.240' ® �+ ® ��e�a D Borthwick, Guy Eettenhausen, Inc. �% y'm 13229 PCWO: Call: TOLL FREE � �'��� '�+ TRACT 31118 / IF 130006 1-soo-227-2soo LOCATION : AT THE INTERSECTION OF BENTON ROAD AND BRIGGS ROAD. IN THE NORTHWEST CORNER OF 2214 Jeff Kraus - NEW BUSINESS DEVELOPMENT CIVIL ENGINEER DATE RECYCLED WATER USE IMPROVEMENTS DOPP. RWUE: DEPARTMENT ACCEPTANCE DATE 14A-1 OR THE INTERSECTION 69' NORTHWEST OF POWER JkCaUS@t)Cjb-inC,COm Sign re ,� * 811 POLE X11447E ON THE LINE WITH MAILBOXES, 1T NORTH OF BENTON, 15'WEST OF CENTERLINE April 15, 201 2444 Dupont Drive, Irvine CA 92627 Date ^ Ct IRRIGATION I)G PAILS COORD. RWUP; NEW BUSINESS P.C. Q'a gyp, DATE OPERATIONS BRIGGS, SET FIBERGLASS WITNESS POST V WEST T S/3112 P \ 9rF VALLEY -WIDE STREETSCAPE D 98 SHT It OF 13 OF MONUMENT 949-476-8616 p 949-476-8707 f Dp DAL\F DRAWN BY: 9/6/2013 JK MARK APPR. DATE ENGINEERING LEON ROAD / JEAN NICHOLAS ROAD 34 D �L5�5r74 ART GUY DESCRIPTION EMWD POS ENGINEER TWO FULL WORKING DAYS BEFORE YOU DIG CHECKED BY: SA. GP.112I 0 UJI Z Z CID < F) V) LLj z F_ V) LLJ m 2 z z LLJ F_ 0 LJ m % 00 0 CL Uj tr Z 0 Ld LLj z L) z 12 F_ F_CL OLLJ L_ m z V) 0 0 0: C) Z W > 0 z YJ 0 V) a_ LJ :zQ V) 4L) Lj Ld 0 > Z 0 ry CJ CL CELL 0: < 0 - z 0 V) LJ 0) Ul) 0 IRE HYDRANT -C RECYCLED WATER MAINLINE BELOW POTABLE MAINLINE RECYCLED WATER MAINLINE 680VF POTABLE MAINLINE U.j -1 GRADE �1404 GRADE TER METER SUPPLIED BY EMWD 11r_FlNISH APPROVED REDUCED PRESSURE NOTE 3 BELOW < CYCLED ID. TAPE SEE NOT 2 BACKFLOW PREVENTION ASSEMBLY 111 (SUPPLIED (SUPPLIED BY CONTRACTOR) END OF: EMWD INSTALL POC CYCLED PRESSURE III<-IMWAINLINE MAINTENANCE MR IEMWD TABLE MAINLINE FMSFVN6151LITY STD. SPEC 0 /--WHITE PVC PIPE OR COPPER PIPE CRETE VALVE BOX [SA MASTER F�:Tr=,�e FZ7.w I MILMETER T, VALVE FLOW STRAINS A0=17101 ] 77 -T PUMP < I L�I 1 1-711 f-FINISW GRADE OF []IREWLATORFI(NOWALLYFI CLOSED) H Li0 PLANTER AREA it 1 QUICK �ALL VALVEIII -7 CYCLED I.D. TAPE III III_ III__ z COUPLING j VALVE DIRECTION OF FLOW 00 TABLE MAINLINE TTj NOTES. NOTES: MIII [ 1[ —Ij I III JL I. USER MUST SUPPLY ALL FITTINGS, NIPPLES, AND VES 1. STRAINER SHALL BE AT LEAST THE SAME NOMINAL SIZE AS THE METER SITE. APPROVED REDUCED PRESSURE PRINCIPLE SACKFLOW CYCLED PRESSURE PREVENTION ASSEMBLY. ALL FITTINGS AND NIPPLES MUST BE 2. BACKFLOW PREVENTER SHALL BE THE SAME NOMINAL SIZE AS THE METER SIZE. NOTES: MAINLINE NOTES: BRASS. THE DISTRICT SHALL SUPPLY THE WATER METER, 3. DOUBLE CHECK 5ACOLOW PREVENTER REQUIFED ON USER SITES USING A FERTIGATION 1. SEPARATION BETWEEN POTABLE AND RECYCLED I. SEPARATION BETWEEN POTABLE AND RECYCLED 1 BACKFLOW ASSEMBLY MUST BE TESTED BEFORE USE MY A CHEMIGATION SYSTEM OR AS REQUIRED BY THE DISTRICT. A REDUCED PRESSURE MAINLINE SHALL MEET THE LATEST REQUIREMENTS OF MAINLINE SHALL MEET THE LATEST REQUIREMENTS Or CERTIFIED BACKFLOW ASSEMBLY TESTER APPROVED BY BACKFLOW PREVENTER 15 REQUIRED ON TEMPORARY POTABLE SYSTEMS PER DETAIL CPPH REGULATORY CRITERIA FOR THE SEPARATION OF CDPH REGULATORY CRITERIA FOR THE SEPARATION OF EMWD. 5 -SSI. WATER MAINS AND NON -POTABLE PIPELINES. CURRENTLY WATER MAINS AND NON -POTABLE PIPELINES. CURRENTLY 0 IRRIGATION SYSTEM 4' HORIZONTAL AND I' VERTICAL 1 0. 4' HORIZONTAL AND I' VERTICAL 16 REQUIRED. 3. HYDRANT MUST BE FULLY OPENED DURING USE. 4. STRAINER AND BACKFLOW PREVENTER SHALL BE LOCATED ABOVE GROUND INA 2. THE MINIMUM CLEARANCE BETWEEN THE POTABLE AND 2. THE MINIMUM COVER ABOVE THE MAINLINE SHALL BE PROTECTED ENCLOSURE. RECYCLED PIPELINE IS 4". SLEEYING OF THE RECYCLED PER EMWD STANDARD SPEC AND MET AT ALL TIMES. 4. PROVIDE ADJUSTABLE PIPE SUPPORT AS REQUIRED BY TURE WATER METER MAN 15 REQUIRED FOR SEPARATION LESS THAN 12"• 3. SLEEVING SHALL EXTEND TEN (10) FEET EACH SIDE DISTRICT'S REPRESENTATIVE. 5. BOOSTER PUMP, IF REQUIRED, NEEDS TO HAVE A LOW FLOW/PRESSURE SWITCH. 3. SLEEVING SHALL EXTEND TEN (10) FEET EACH SIDE FROM THE CENTERLNE OF THE POTABLE LINE. FOR A FROM THE CENTER -INE OF THE POTABLE LINE. FOR A TOTAL LENGTH OF TWENTY (20) FEET. THE SLEEVE SHALL 5. PRESSURE REGULATOR IF NEEDED SHALL BE INSTALLED 6. MAINLINE SHALL BE BRASS THROUGH TO THE MASTER VALVE. TOTAL LENGTH OF: TWENTY (20) FEET. THE SLEEVE SHALL BE PURPLE PCV CL 200 AND TWICE THE DIAMETER OF THE DOWNSTREAM OF BACKFLOW PREVENTER ASSEMBLY, USE BE PURPLE PCV CL 200 AND TWICE THE DIAMETER OF THE RECYCLED MAINLINE. COPFE-A! fain. RECYCLED MAINLINE. REVISIONS EASTERN MUNICIPAL WATER DISTRICT REVISIONS EASTERN MUNICIPAL WATER DISTRICT REVISIONS STERN MUNICIPAL WATER DISTRICT DATE BY MARC DESCRIPTION API:T%,DATE 0 DATE my MARK La. F- z 00 CL DESCRIPTION APPF.DATE 0 > DATE my MARK DESCRIPTION APPr%.DATE F- < cwr TEMPORARY POTABLE WATER CONSTRUCTION 'T -METER' I -Wil RECYCLED WATER POC 5EQUENC:EA-002 Lj LJ — RECYCLED / POTABLE PIPE CRSSIW=003 > C) 0 F - z w C-) 0-Q q- = CL < CL Al""'IfORCIVED; DATE- APPROVED: DATE: APPROVED: DATE; DATE PREPARED: 10-22-10 SCALE: I" = I' -b" DATE PREPARED: 10-22-10 SCALE: III = 11111 DATE PREPARED: 10-22-10 SCALE: III = I' - 0 -C U.j -1 0 z z 2 < 111 CI 0 Z < L Li0 LU m z z 00 0 w z 0 Lj < IF- 0 Z V) :1 0 a. a. z Li < CL LJ Lj Z 0 3 z Z Z LSI 0 0 La. F- z 00 CL 0 > 0 z 0 F- < cwr 0E -Wil Lj LJ > C) 0 F - z w C-) 0-Q q- = CL < CL ARIC]".1 1111:431 Call: TOLL FREE 1-800-227-2600 OR 811 FULL WORKING DAYS BEFORE YOU DIG 3ENCH MARK DESCRIPTON RIVERSIDE COUNTY DESIGNATION T-42-81 (RESET) NAVID 29 ELEV 1335.240' LOCATION AT THE INTERSECTION OF BENTON ROAD AND BRIGGS ROAD, IN THE NORTHWEST CORNER OF THE INTERSECTION 69' NORTHWEST OF POWER POLE X11447E ON THE LINE WITH MAILBOXES 17' NORTH OF BENTON, 15' WEST OF CENTERLINE BRIGGS, SET FIBERGLASS WITNESS POST V WEST OF MONUMENT Borthwick, Guy Bettenhausen, Inc. I'm Jeff Kraus - jkrausabgb-inc.com 2444 Dupont Drive, Irvine CA 926 949-476-8616 p 949-476-8707 ENCLOSURE, LOCKABLE STRAINER (PURPLE I V__ ---FLANGE (2 REQUIRED) (SIZE VARIES) RECYCLED WATER I.D. TAG-_ I I I t_:::i I ----BRASS UNION BRASS NIPPLES (LENGTH VARIES, 5 REQUIRED, LINE SIZE) BRASS / BRONZE BALL VALVE 9_ 6" THICK CONCRETE PLAN VIEW ml I— m NOTES: III 1 11— 1. FORRECYCLED WATER, VALVE BOXES AND ALL PIPING SHALL BE PUE 2. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION Or EL500UAS (TxT, T COPPER MAINLINE TO BALL VALVE INSTALL AT RIGHT ANGLE TO WARDSCAPE EDGE, INSTALL REQUIRED, LINE SIZE) MASTER VALVE AND FLOW SENSOR VALVE OFF -CENTER IN BOX. BRASS COPPE MAINLINE FROM WATER 3. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER SOURCE NOTE: COMPONENT SHOWN 16 A SAMPLE. EACH STRAIN I R VALVE INSTALLATION AT MAIN LINE DEPTH. TYPE SHALL BE DETAILED TO MEET MANUFACTURER SPI CS. MARK REVISIONREVISIONS S EASTERN MUNICIPAL WATER DISTRICT DESCRIPTION JAPPII�IDATE DATE B7 MARK, DESCRIPTION STRAINER I A-005 APPROVED: DATE: DATE PREPARED: 10-22-10 SCALE: III = U-t)ff I I I VALLEY WIDE RECREATION & PARK DISTRICT APPROVAL Dean Wetter Date: REVISIONS ACCEPTED BY� EASTERN MUNICIPAL WATER DISTRICT NEW BUSINESS DEVELOPMENT CIVIL ENGINEER DATE DEPARTMENT ACCEPTANCE DATE DATE: NEW BUSINESS P.C. OPERATIONS DRAWN JK MARK APPR. DATE —L� ENGINEERING CHECKED BY: ART GUY DESCRIPTION EMWD I one I"11111". m 0 FINISHED GRADE IN TURF AREAS 02 PLASTIC PURPLE RECTANGULAR VALVE BOX WITH BOLT DOM COVER USE STAINLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE SOW. HEAT BRAND o "POC STUD NO." ONTO LID. LOCKING BRASS BALL VALVE (LOCKING METER VALVE), SEE o LEGEND FOR SPECIFICATION. SALL VALVE SHALL BE CLOSED, O FINISHED GRADE IN SHRUB AREAS RECYCLED IRRIGATION WATER PRESSURE SUPPLY LINE DEPTH AS Q MR SPEC. DETAILS. (D THREADED BRASS NIPPLE, LINE SIZE, 3" MIN, LENGTH. BRICK SUPPORTS Q BRASS UNION (D THREADED BRASS NIPPLE (LENGTH AS REQUIRED) 0 LANDSCAPE FABRIC (D 3/41' ROCK, FILL BOX UP TO BOTTOM OF MAINLINE AND BALL VALVE, SURROUND 4 OVER NIPPLE WITH END CAP. FILL INSIDE Or 12 VALVE BOX. RECYCLED ID. WATER ADVISORY WARNING TAG AND TAG LABELED 13 14910C PAD NO." 14 THREADED BRASS END CAP SECURELY TIGHTENED FULL BOX FOR FUTURE REMOTE CONTROL VALVE WIRES 15 CONNECTED TO MASTER CONTROLLER FUTURE MAINLINE AND QUICK COUPLER "TESTING STATION" MR 16 EMWD DIRECTION UPON INSTALLATION OF FUTURE PHASE CONNECTION. 5-ASTPWMWICIPAL WATER DISTRICT RECYCLED WATER POC STUB UTA -006 APPROVED: DATE: ©ATP negpAmPm- in-72-ile.) I WTA NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. COUNTY OF RIVERSIDE TRACT 31118 / IF 130006 RECYCLED WATER USE IMPROVEMENTS IRRIGATION DETAILS VALLEY -WIDE STREETSCAPE LEON ROAD / JEAN NICHOLAS ROAD 13270 13229 DOPP. I RINUE .COORD. 14A-1 IRWUR I.D. 98 1 SHT. P OF S.A. 34 D-45654 W ' CL CL CL ANTENNA POST INSTALLATION EL LIJ GRADE IN PLANTER 4" BELOW BOX Mount antenna in this location-- , --1 -I (see mounting details) " It- 10" ROUND VALVE BOX P_ F--------- <{ W/ LOCKING SS BOLT I I i t Drill hole for HEAT BRAND "QCV" Calsense Controller Calsense Conirol'er I ( I with -ML option 2 antennnaa cable QUICK COUPLER VALVE PER LEGEND & SPECS. GRADE IN TURF 2" BELOW BOX I ( I 3 ( I I 4 2" Dia. Galvanized pipe — © Lit d 2„ BRASS NIPPLE TYP. r, eG-MLR and -ML coNtro7lers) I I=A11t Z I Orwc= IVF --- a. 1Ea�—r- It !, BRASS STREET ELL TYP. block 18' Ti NATIVE SOIL COMPACTED TO in Paige cable I I o l /f ORIGINAL DENSITY / -E a I ORPNGE C3H�Gc ORANGE \ /\\\f ` j\ 5 f f 1 CU. FT. 341' GRAVEL —MAI INE PER SPECS. :are s neld WPB L -------------J ---in Paigecable-----J 1 '-0" SECTION V) / �f � R, j; j� f / re \> i ti� P Fn ENNA t (D AX co �. ��.r ,rz on vAuz DAF 6 - - - - - - - - -- - - - 7 F— �... j r �`- / 3 '�• ` aR✓ ".,` 7 18" x 18" concrete ..` I I Calsense Controer Calsense Controller z,L as o P-_ FAR Pn-ESNA I} Notes ®s pad 2" above grade �� �,� � �/V �/� t icon with -Ml option with-MLoption I A r OAN - 8 I connected to i communication chain _�x cA tAnz .I, (� {.i,i '� ^,..�i��Y \'A/ �`. AAS'^A/ V 'n: r.f,. /r/. -/ /R.'-.// = -/A / /,.��./,-'.. �, 11// o 0,-N NC eR -FFAS ^� g 0 6 solid copper round wire pp g F— I h of cable on 1 chain cannot me osva a e As 11SLr ONCR BASE -oR AN-- N NA bolt or clomp to galvanized pipe I exceed Sleng 0 J ( #4 X 36' REBAR STAKE 0' .x IA P A ER ad Q _T Q fl' ® SECURE W/ TWO SS CLAMPS SCH 80 MAINLINE TEE OR ELL WITH REDUCTION TO 1" I Older centro lers may require a different rzR o u t I wiring diagram, contact Calsense at O ,x v sc enc., AN�� All— cm e�_.E 2sv R n a -.,i RPAs= ovA,C- 800-572-8608 for more information_ ( — BRASS NIPPLE 10" LONG MIN. w nuc a � u ow_ I ® Bare shield wire I I I 1/2" GALV. WIRE MESH 1" BRASS BALL VALVE WITH SCH 80 MALE ADAPTERS <. RA t I in Par e cable oa Ns A A v OF ®- r e con c c " AN sw EP I VV -t SC R x 8'_ -.---II \ 24" ground rod II - / ground y Z © INSTALL VALVE 3" BELOW TOP OF BOX INSTALL IN RECT. BOX &HEAT BRAND "BV" -_ ROS ,qct _ , A ae e _ 14' OoFL A BE RO .c NE.,Ai.( 'ON VON 77 L Ro,,f.O �� a. 12PL_AN �L I©I p NOTES: _ ® o - Female e oda p tomer - s \ 4.0 W 1. ALL THREADED FITTINGS MUST HAVE 3l4" TEFLON TAPE PLAN VIEW continue Paige P -7171-o cable in conduit — — — — — — — —� 2. PROVIDE QUICK COUPLER KEY PER SPECS. to other comrmpierr sites of necessary)Z -3 F_ 3. USE PROWO VIDE 3" RANCEBETWEENV FOR LVE&BSFIELDS -mss 4. PROVIDE 3"CLEARANCE BETWEEN VALVE &BOX �" • p p p p ` DIAGRAM LR_t..��6 ANTENNA POST INSTALLTION (B) ygIRINV C D 5. PROVIDE 2 EA. CONCRETE BRICKS UNDER VALVE BOX. a -MLR, -ML COMMUNICATION CABLE IN TOP OPENING STAINLESS STEEL ENCLOSURE � 0 LLJ D .....eveee..meewww-w.mm.ex.vnounm 6. QUICK COUPLERS VALVES MUST BE 150' APART TYP. NITS 5. s Z, LD Consulting 2011 (Any deviation or reproduction of this design must be approved In writing by Valley -Wide Recreation & Park District) 0 > ® o z <[ a VALLEY -WIDE RECREATION & PARK DISTRICT QUICK''COUPLER VALVE " — CURE SIGN TO POST R�`®EREa WITH 2 DRIVE RIVETS tJ, Q .. RERV®®o11 0 , _ o 0 i.4.t Lal NOT zit � � 00 OT DRINK IMER rvo 6E6ER RIVET LOC SECTION 'A -A' RIVET DETAIL a to,"NN M hlc'aAl (SEE NOTE 3) CL STREET SIDE OF POST <{ CL QUARE SIGN POST 2" SQ SIGN POST T4 Z GRADE IN PLANTER 4" BELOW BOX (V 0 -- 10" ROUND VALVE BOX Q TYPICAL INSTALL W/ LOCKING SS BOLT TYPICAL INSTALL THROUGH DIRT w HEAT BRAND `FV` o INISH GRADE THROUGH CONCRETE A A 0 4" SCH 80 ELL SXT 4„ } o LO 1/2" SCH 80 PVC BALL VALVE L o o 00 1/2" UVR SCH 40 ELL ~ EPDXY COATED J -HOOK ° III A -I o � i � I 0 UVR PVC PIPING I L. �� � a ST ANCHOR - LU II ) ( ( lll ' ANCHOR POSSQTUWAIT� ° � SLI I - PERFORATED SLEEVE - - o 0 © r � U III m Z Z ° 3 S NATIVE SOIL COMPACTED TO ° ORIGINAL DENSITY i -- H TYPICAL SECTION' 1/2" SCH 40 ELL o d i i SCH 40 PIPING 1 10 W V) C) i G NOTES: w_ \ 1. SQUARE POST SHALL 5E PERFORATED STEEL TUBE POSTS WITH TWO PIECE ANCHOR AND 'TELESPAR' SLEEVE. THE ANCHOR AND 3 y SLEEVE ASSEMBLY SHALL CONSIST OF A 2 1/2" SQUARE 5Y (30" THROUGH SIDEWALK) OR (36" THROUGH SOIL) ANCHOR WITH A 2 1/4" Z 'O 0 '.' 5Y 18" SLEEVE. Z 2. THE NUM5ER OF SIGNS, THEIR LOCATIONS, AND HEIGHTS SHALL 5E PER EMWD REQUIREMENTS AND AS DIRECTED 5Y THE / 1 CU.FT, 3/4" GRAVEL ' 0 � w I ' DISTRICT REPRESENTATIVE. AT A MINIMUM SIGNS SHALL 5E LOCATED AT ALL PROJECT ENTRIES AND At EACH METER CONNECTION. F m , 1/2" GALV. WIRE MESH 3. ANCHOR AND SLEEVE ASSEM5LIES SHALL 5E DRIVEN SIMULTANEOUSLY UNTIL 4" REMAINS A50VE GROUND LEVEL. INSTALL THE <( r1/2" X 12" SCH 80 NIPPLE 2" GALVANIZED SQUARE SIGN POST MINIMUM 6" INTO THE ANCHOR ASSEMBLY AND SECURE IN PLACE WITH TWO 3/8" DRIVE RIVETS F- U Z AS SHOWN. THE RIVETS SHALL 5E INSTALLED ON THE SIDE FACING TRAFFIC FLOW AND THE SIDE OF APPROACHING TRAFFIC AS V _I 0 4" PERFORATED PIPE 36" LONG SHOWN. � SET 2" BELOW BOTTOM OF VALVE 4. ANCHOR AS5EM5LY SHALL NEVER 5E SECURED IN CONCRETE FOOTING <( WRAP PIPE WITH FILTER SOCK 5. ADVISORY SIGN CAN 5E 111IM FROM EMWO AT (951) 928-371EXT. 4412 = F- U-1 F NOTES: 1. PROVIDE 3" CLEARANCE BETWEEN VALVE & BOX DATE 5Y MARK DESCRIPTION A DA EASTERN MUNICIPAL WATER DISTRICT �i W 2. PROVIDE 3 EA. CONCRETE BRICKS UNDER VALVE BOX (TYP.) 3. SECURE END OF FLUSH LINE PIPING TO 4" DRAIN PIPE WITH PLUMBER'S TAPE RECYCLED WATER IRRIGATION ADV15w Y SICA-DOS CL LJ Z Lal 0 W LD Consulting 2011 (Any deviation or reproduction of this design must be approved in writing by Valley -Wide Recreation & Park District) APPROVED: DATE: Z <c Z VALLEY -WIDE RECREATION &PARK DISTRICT DATE PREPARED: 10-22-10 SCALE: in = 1'- " o IR -34 FLUSH' VALVE ASSEMBLY REV. 2011 o a c� > Q VALLEY WIDE RECREATION 0 a & PARK DISTRICT APPROVAL W UJU >� Z W 5v NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT -0'F -WAY ONLY. °- a a. Dean Wetter Date: DIG ALERT BENCH MARK REVISIONS ACCEPTED BY: ' �. 13270 DESCRIPTON: RIVERSIDE COUNTY DESIGNATION v'SDSCO eo Fq EASTERN MUNICIPAL WATER DISTRICT COUNTY OF RIVERSIDE � WG eEFORE yo v °� T-42-81 (RESET) NAVD 29 ELEV 1335.240' -- Borthwick Guy Bettenhausen Inc. �Q D G qc �, y- 13229 PCW° IF 130006 �P Call: TOLL FREE e�� 1 Q TRACT 31118 / 1-800-227-2600 LOCATION: AT THE INTERSECTION OF BENTON ROAD AND BRIGGS ROAD, IN THE NORTHWEST CORNER OF Jeff Kraus - jkraus@bgb-inc.com 221 � NEW BUSINESS DEVELOPMENT CIVIL ENGINEER DATE RECYCLED WATER USE IMPROVEMENTS DOPP.—._.._— RWUE DEPARTMENT ACCEPTANCE DATE 14A-1 I OR THE INTERSECTION 69' NORTHWEST OF POWER Signature * * 811 POLE X11447E ON THE LINE WITH MAILBOXES. 17' NORTH OF BENTON, 15' WEST OF CENTERLINE 2444 Dupont Drive, Irvine CA 92627 April 15, 20 4 Date IRRIGATION DETAILS COORD. RWUP NEW BUSINESS P.C. BRIGGS., SET FIBERGLASS WITNESS POST 1' Eta o�6 DATE: 98 OPERATIONS T 5/3M1I2 Ne' 9TP VALLEY -WIDE STREETSCAPE LD. ( 13 SHT. - OF _„-:.,- WEST OF MONUMENT 949-476-8616 p 949-476-8707 f Op CAU \EO�y� DRAWN BY: 9/6/2013 JK MARK APPR. DATE LEON ROAD / JEAN NICHOLAS ROAD NG S.A. 34 D-45654 ART GUY DESCRIPTION EMWD p05 ENGINEER TWO FULL WORKING DAYS BEFORE YOU DIG CHECKED BY: W '