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962s_ls0 5. 0 LLJ w ' z Q 7. z O rn > O w MATERIAL & PLANTING PLAN O F - Z cn � U: Uj � MATERIAL & PLANTING PLAN o z w Q w MATERIAL & PLANTING PLAN ry � w l <C n Q w a MATERIAL & PLANTING PLAN o O m!F\ IRRIGATION LEGEND z 15. PARKWAY MAINTENANCE QUANTITIES 16. a 0 z l e. o 0 ry 19 SQUARE FEET OF D.G. TRAIL: 21,840 SQ FT IRRIGATION PLAN Lil 20 w I m 21. � J (/ 22. z O z 23. O 24. Z CONSTRUCTION DETAILS w H_ w tr CONSTRUCTION DETAILS w C1 I- PLANTING DETAILS m 27. < IRRIGATION DETAILS NEWPORT BEACH, CA. 92660 Z Imo- IRRIGATION DETAILS Q U O CnJ IRRIGATION DETAILS SWA GROUP 2 w IRRIGATION DETAILS w w w IRRIGATION CALCULATIONS n >_ Elf 33. < J z w 34. > z 714.938.0456 35. ry O I-- HYDROZONE MAP O Q S SITE ELECTRICAL DETAILS w I- PROJECT SECTION, TOWNSHIP, AND RANGE 39' w w V) Of 40. O w >Q 41. Z J 42. MAINTENANCE ENTITY STATEMENT J 43. � Q w O w CD L� O O " > z O o z Q J O Q w w = o Cf) 0 w w > O z z O F- n Q ,d � U5 Of w Ln 00 6 Of 0 0 LLL 5. 0 LLJ L002 ' z Q 7. U O rn > O w MATERIAL & PLANTING PLAN O F - Z QQ Elf O SQUARE FEET OF SHRUB AREA: 0 U: Uj � MATERIAL & PLANTING PLAN o z w Q LINEAR FEET OF PVC RAIL FENCE: 0 MATERIAL & PLANTING PLAN Q � w l <C n I- w SQUARE FEET OF 2" MULCH: 0 MATERIAL & PLANTING PLAN Cn O m!F\ IRRIGATION LEGEND L201 15. PARKWAY MAINTENANCE QUANTITIES 16. TREES (#): 268 0 z l e. o 0 z 19 SQUARE FEET OF D.G. TRAIL: 21,840 SQ FT IRRIGATION PLAN o"` 20 w I <C 21. m < J (/ 22. SQUARE FEET OF 3" MULCH: 122,200 SQ FT (ALL SHRUB & GROUNDCOVER NOT IN SWALES) O SLOPES GREATER THAN 3:1: 85,000 SQ FT 23. SQUARE FEET OF HYDROSEED: 54,700 SQ FT 24. O CONSTRUCTION DETAILS w 25. w tr CONSTRUCTION DETAILS w d Z w OWNER: PLANTING DETAILS FORESTAR TOSCANA DEVELOPMENT COMPANY 27. 4590 MACARTHUR BLVD, SUITE 600 IRRIGATION DETAILS NEWPORT BEACH, CA. 92660 28, cif IRRIGATION DETAILS L410 <C w IRRIGATION DETAILS SWA GROUP 2 w IRRIGATION DETAILS w w z IRRIGATION CALCULATIONS z o IRRIGATION CONSULTANT: 33. <( z z w 34. > O 714.938.0456 35. ry F- I-- HYDROZONE MAP O Q S SITE ELECTRICAL DETAILS w I- PROJECT SECTION, TOWNSHIP, AND RANGE 39' o V) Of 40. 0 �n w >Q 41. O 42. MAINTENANCE ENTITY STATEMENT Y 43. � �, O 5. TOTAL LANDSCAPE AREA: 332,800 SQUARE FEET LLJ L002 �w S 7. MEDIAN MAINTENANCE QUANTITIES O L102 > O L103 MATERIAL & PLANTING PLAN O F - Z PALMS (#): 0 Elf O SQUARE FEET OF SHRUB AREA: 0 10. SQUARE FEET OF GROUNDCOVER: 72,000 sq ft MATERIAL & PLANTING PLAN � w Q LINEAR FEET OF PVC RAIL FENCE: 0 MATERIAL & PLANTING PLAN QUANTITY OF WATER METERS: (4) TOTAL FOR THE PROJECT 12 l <C n VICINITY MAP NOT TO SCALE COUNTY OF RIVERSIDE NOTES 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 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 A PERMIT THEREOF, OR OPERATE AND MAINTAIN THE SAME WITHOUT SUCH PERMIT OR IN VIOLATION OF THE TERMS OR CONDITIONS THEREOF. CONTACT COUNTY REPRESENTATIVE MARK HUGHES AT 951.955.6767 TO START PLANT ESTABLISHMENT PERIOD, FLOW SENSING AND COMMUNICATION FUNCTIONALITY WITH CENTRAL CONTROL SHALL BE VERIFIED PRIOR TO TURNOVER. CSA NOTES CONTRACTOR SHALL UTILIZE SPECIFICATIONS AND DETAILS PROVIDED WITH THIS PACKAGE. CONTRACTOR SHALL HAVE BOOKLET ON THE JOB SITE AT ALL TIMES DURING THE CONSTRUCTION ALONG WITH THE APPROVED PLANS AND ANY AVAILABLE REDLINE AS-BUILTS FOR REFERENCE AND INSPECTIONS. CONTRACTOR SHALL SCHEDULE WITH RIVERSIDE COUNTY LANDSCAPE INSPECTOR THE FOLLOWING: A. PRE -JOB CONFERENCE 7 CALENDAR DAYS B. PRESSURE MAINLINE INSTALLATION (PRIOR TO BACKFILL) AND TESTING 48 HRS C. CONTROLLER WIRE INSPECTIONS 48 HRS D. SYSTEM LAYOUT 48 HRS E. COVERAGE TEST 48 HRS F. AT THE FINAL ACCEPTANCE OF THE 90 DAY MAINTENANCE PERIOD G. PRIOR TO FINAL ACCEPTANCE OF THE 90 DAY MAINTENANCE PERIOD H. CONTACT COUNTY REPRESENTATIVE MARK HUGHES AT (951) 955-6767 TO START 90 -DAY PLANT ESTABLISHMENT PERIOD W4 1 DIAL ITWO WORKING BEFORE DAYS BEFORf YOU DIG YOU DIG TOLL FREE4 1 -BOC -227-2600 A PUBLIC SFRVICE BY UNDERGROUND SEl ALERT COUNTY OF RIVERSIDE TEMESCAL VALLEY WATER DISTRICT NOTES INDEX 5 MS 4279 & IP # 140004 1. : 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE WITH THE TEMESCAL VALLEY WATER DISTRICT (TVWD) WATER SYSTEM FACILITY REQUIREMENTS, STANDARD SPECIFICATIONS, AND STANDARD DRAWINGS. TVWD STANDARD SPECIFICATIONS AND STANDARD DRAWINGS ARE AVAILABLE AT THE DISTRICT OFFICE. CONTRACTOR SHALL BE IN POSSESSION OF DISTRICTS SPECIFICATIONS AND STANDARD DRAWINGS ON THE JOB SITE AT ALL TIMES. 2. All PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE APPLICANT OR THEIR CONTRACTOR AND ARE MADE PART OF THE SPECIFICATIONS. 3. THE DRAWINGS AND DATA HEREON ARE HEREBY MADE PART OF THE SPECIFICATIONS. 4. REVISIONS WILL NOT BE MADE TO THESE PLANS WITHOUT APPROVAL OF TVWD. 5. APPROVAL OF THESE PLANS BY TVWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF WORK. 6. THE CONTRACTOR SHALL NOTIFY THE TVWD DISTRICT ENGINEER A MINIMUM OF ONE (1) WEEK PRIOR TO BEGINNING WORK SO THAT INSPECTIONS CAN BE ARRANGED AND PROVIDED. 7. THE TVWD INSPECTOR SHALL BE FURNISHED THREE SETS OF PROJECT DRAWINGS. 8. THE CONTRACTOR SHALL CONFORM TO CURRENT CAL -OSHA SAFETY REQUIREMENTS. 9. THE CONTRACTOR SHALL SUBMIT TO THE TVWD A SOILS REPORT BY A QUALIFIED GEOTECHNICAL ENGINEER WHICH CERTIFIES THAT ALL TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THE TVWD SPECIFICATIONS. 10. JOB -MIXING OF CONCRETE IS NOT PERMITTED. 11. ALL CONCRETE TESTING REQUIRED BY TVWD WILL BE AT THE EXPENSE OF THE CONTRACTOR. 12. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION REQUESTING A SYSTEM SHUTDOWN FOR CONNECTION TO EXISTING SYSTEM. SAID NOTIFICATION SHALL BE MADE A MINIMUM OF THREE WEEKS PRIOR TO SAID SHUTDOWN TO THE TVWD DISTRICT ENGINEER. 13. ALL CONNECTIONS OR TIE-INS TO THE EXISTING FACILITIES REQUIRING SYSTEM SHUTDOWN AND DRAINING OF THE EXISTING FACILITIES SHALL BE DONE AT NIGHT OR AS APPROVED BY THE TVWD. 14. EACH LOT SHALL BE SERVICED WITH A MINIMUM OF A ONE (1) INCH COPPER LATERAL WITH METER AND BACK FLOW PROTECTION DEVISE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN THE TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CONNECTIONS. 15. AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH TVWD STANDARD DRAWINGS LLW-5 OR LLW-6. AIR RELEASE VALVES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER LINE PROFILE. FIRE HYDRANTS CAN BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED NEAR THE HIGH POINT OR LOW POINTS IN THE PROFILE. BLOW -OFFS SHALL BE INSTALLED IN CONFORMANCE WITH LLW-2. 16. ALL EXISTING FACILITIES TO BE TIED INTO SHALL BE FIELD VERIFIED AND NOTES SHALL BE SUBMITTED TO TVWD PRIOR TO CONNECTION. 17. WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 18. ALL VALVES, PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEET OR EXCEED THE SPECIFIED PIPE PRESSURE CLASS SHOWN ON THE PLAN PROFILE SHEETS IN ADDITION, ALL VALVES, PIPELINES, AND APPURTENANCES SHALL BE TESTED AT 1.25 TIMES THE MAXIMUM STATIC PRESSURE OF THE PIPELINE, WITH THE TOTAL ROUNDED UP TO THE NEAREST 25 PSI. VALVES SHALL BE CAPABLE OF WITHSTANDING DESIGN PRESSURES IN A CLOSED POSITION. TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE DISTRICT INSPECTOR. 19. CONTRACTOR SHALL DISINFECT ALL PIPELINES AND APPURTENANCES EITHER PRIOR TO OR AFTER THEY HAVE BEEN SUBJECTED TO HYDRO STATIC AND LEAKAGE TESTING. THE METHOD OF DISINFECTING SHALL CONFORM TO PROVISIONS OF AWWA C-601 (LATEST). THE CONCENTRATION OF THE DOSAGE APPLIED SHALL BE PRESCRIBED BY THE DISTRICT AND SHALL BE AT LEAST 50 PPM AND IT SHALL NOT EXCEED 200 PPM. CHLORINATED WATER SHALL REMAIN IN THE PIPE LONG ENOUGH TO DESTROY ALL NON -SPORE -FORMING BACTERIA (MIN. 24 HOURS). 20. CONTRACTOR SHALL FURNISH PHYSICAL AND CHEMICAL TEST RESULTS FOR ALL SPECIAL FITTINGS IN ACCORDANCE TO TVWD STANDARD SPECIFICATIONS. 21, ALL MATERIALS, TESTING, AND INSPECTION OF THE PIPE SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF TVWD AND THE AWWA STANDARDS. FAILURE TO MEET ANY REQUIREMENTS OF THE ABOVE REFERENCED AGENCIES WILL BE CAUSE FOR REJECTION. 22. FIRE HYDRANT SHALL BE CONSTRCUTED IN ACCORDANCE WITH STANDARD DRAWINGS NOS. LLW-1 AND LLW-3 OR LLW-4. 23. WATER LINE CONSTRUCTION SHALL BE INCH (PVC, Cl OR STEEL) IN ACCORDANCE WITH STANDARD DRAWINGS NOS. LLW-17, LLW-19, AND LLW-20 (FOR PVC PIPE) AND LLW-22, LLW-23, AND LLW-26 THROUGH LLW-32. 24. RESTRAINTS SHALL BE USED WITH THRUST BLOCKS IN ACCORDANCE WITH TVWD STANDARD DRAWINGS NO. LLW-19 AND LLW-22. GENERALNOTES 1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH CURRENT LOCAL BUILIDNG CODES, PERMIT REQUIREMENTS, AND HEALTH AND SAFETY REQUIREMENTS. 2. CONTRACTOR SHALL NOTIFY CSA 134 REPRESENTATIVE AT LEAST 48 HOURS IN ADVANCE REQUESTING ANY INSPECTIONS REQUIRED. 3. INSPECTION SCHEDULE SHALL BE DETERMINED AT PRE -CONSTRUCTION MEETING WITH LANDSCAPE INSPECTOR. (MINIMUM 48-HOUR N0110E REQUIRED FOR PRE -CONSTRUCTION MEETING.) 4. FLOW SENSING AND COMMUNICATION FUNCTIONALITY WITH CENTRAL CONTROL SHALL BE VERIFIED PRIOR TO TURNOVER. COVERAGE TEST MEN SPRINKLER SYSTEM IS COMPLETED, PERFORM A COVERAGE TEST IN THE PRESENCE OF THE COUNTYS REPRESENTATIVE TO DETERMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM PLANS, OR WHERE THE SYSTEM HAS BEEN WILFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHERE IT IS OBVIOUSLY INADEQUATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE COUNTYS REPRESENTATIVE. THIS TEST SHALL BE ACCOMPLISHED BEFORE PLANTING BEGINS. HYDROSTATIC TEST ALL HYDROSTATIC TESTS SHALL BE MADE ONLY IN THE PRESENCE OF THE COUNTYS REPRESENTATIVE, OR OTHER DULY AUTHORIZED REPRESENTATIVE OF THE COUNTY. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED IN WRITING. PRESSURE SUPPLY LINES SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH FOR A PERIOD OF FOUR HOURS. COMPLETION A. UPON COMPLETION OF THE WORK, MAKE GROUND SURFACE LEVEL, REMOVE EXCESS MATERIALS, RUBBISH, ETC, AND REMOVE CONSTRUCTION AND INSTALLATION EQUIPMENT FROM THE REMISES. 8. SUPPLY AS PART OF THIS CONTRACT THE FOLLOWING TOOLS: -TWO WRENCHES FOR DISMANTLING AND ADJUSTING EACH TYPE OF SPRINKLER HEAD SUPPLIED -TWO KEYS FOR EACH AUTOMATIC CONTROLLER -FOUR QUICK COUPLER KEYS WITH ATTACHED HOSE SWIVELS -FOUR OF EACH TYPE OF ALL TYPES OF SPRINKLER HEADS AND NOZZLES -TWO KEYS FOR ENCLOSURE LOCK -TWO COVER LIFTING TOOLS FOR VALVE BOXES -ONE CAL -SENSE RADIO REMOTE OPERATING DEVICES FOR IRRIGATION SYSTEMS C. THE ABOVE EQUIPMENT SHALL BE TURNED OVER TO THE COUNTY AT THE CONCLUSION OF THE PROJECT. BEFORE FINAL ACCEPTANCE CAN OCCUR, EVIDENCE THAT THE OWNER HAS RECEIVED MATERIALS MUST BE SHOWN TO THE COUNTYS REPRESENTATIVE. 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 ISSJFD. me 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 shill be responsible for determining an acceptable solution and revising the plans for 000roval by the county. ENGINEER REASONS APPR. I DATE COJNiY ARC \ C �/JF�f \fSATE \EO/ Of C P� 3. PROJECT INFORMATION 4. PROJECT TYPE. STREETSCAPE 5. TOTAL LANDSCAPE AREA: 332,800 SQUARE FEET 6. L002 LEGENDS L003 7. MEDIAN MAINTENANCE QUANTITIES MATERIAL & PLANTING PLAN L102 8. L103 MATERIAL & PLANTING PLAN TREES (#): 222 MATERIAL & PLANTING PLAN PALMS (#): 0 9. SQUARE FEET OF SHRUB AREA: 0 10. SQUARE FEET OF GROUNDCOVER: 72,000 sq ft MATERIAL & PLANTING PLAN SQUARE FEET OF D.G. TRAIL: 0 11. LINEAR FEET OF PVC RAIL FENCE: 0 MATERIAL & PLANTING PLAN QUANTITY OF WATER METERS: (4) TOTAL FOR THE PROJECT 12 QUANTITY OF WATER PUMPS: 0 MATERIAL & PLANTING PLAN QUANTITY OF PHONE LINES: 0 13. SQUARE FEET OF 2" MULCH: 0 MATERIAL & PLANTING PLAN SQUARE FEET OF 3" MULCH: 72,000 sq ft 14. *QUANTITIES ARE FOR THE COUNTYS USE ONLY. CONTRACTOR TO VERIFY ALL QUANTITIES. IRRIGATION LEGEND L201 15. PARKWAY MAINTENANCE QUANTITIES 16. TREES (#): 268 17. PALMS (/): 0 l e. SQUARE FEET OF SHRUB AREA: 2,800 SQ FT IRRIGATION PLAN SQUARE FEET OF GROUNDCOVER: 122,200 SQ FT 19 SQUARE FEET OF D.G. TRAIL: 21,840 SQ FT IRRIGATION PLAN LINEAR FEET OF PVC RAIL FENCE: 4822 LF 20 QUANTITY OF WATER METERS: (4) TOTAL FOR THE PROJECT IRRIGATION PLAN QUANTITY OF WATER PUMPS: 0 21. QUANTITY OF PHONE LINES: 0 IRRIGATION PLAN SQUARE FEET OF 2" MULCH: 0 22. SQUARE FEET OF 3" MULCH: 122,200 SQ FT (ALL SHRUB & GROUNDCOVER NOT IN SWALES) IRRIGATION PLAN SLOPES GREATER THAN 3:1: 85,000 SQ FT 23. SQUARE FEET OF HYDROSEED: 54,700 SQ FT 24. *QUANTITIES ARE FOR THE COUNTY'S USE ONLY. CONTRACTOR TO VERIFY ALL QUANTITIES. CONSTRUCTION DETAILS PROJECT DIRECTORY 25. L403 CONSTRUCTION DETAILS L404 26. OWNER: PLANTING DETAILS FORESTAR TOSCANA DEVELOPMENT COMPANY 27. 4590 MACARTHUR BLVD, SUITE 600 IRRIGATION DETAILS NEWPORT BEACH, CA. 92660 28, 949.748.6714 IRRIGATION DETAILS L410 29. LANDSCAPE ARCHITECT: IRRIGATION DETAILS SWA GROUP 30. 570 GLENNEYRE STREET IRRIGATION DETAILS LAGUNA BEACH, CA. 92651 31. 949.497.5471 IRRIGATION CALCULATIONS L416 32. IRRIGATION CONSULTANT: 33. SWEENEY AND ASSOCIATES HYDROZONE MAP 321 RAMPART ST. 34. ORANGE, CA. 92868 HYDROZONE MAP 714.938.0456 35. CIVIL ENGINEER: 36. ALBERT A. WEBB ASSOCIATES HYDROZONE MAP 3788 MCCRAY ST 37 RIVERSIDE, CA. 92506 SITE ELECTRICAL DETAILS 951.686.1070 38 PROJECT SECTION, TOWNSHIP, AND RANGE 39' 40. TOWNSHIP 5S, RANGE 6W, SECTIONS 1, 2, & 12 41. 42. MAINTENANCE ENTITY STATEMENT 43. p CONTINUED LANDSCAPE MAINTENANCE PROVIDED BY CSA 134 PER AGREEMENT DATED ------ 5 �fy} FIR irr. &%+130517 /36;�B GG 44. APPROVED BY , MIKE FkAJKLIom! CSA 134 57�TE �Il 45. 46. 47. 48. 49, 50. 51. 52. 53. 54. "I AGREE TO COMPLY WITH THE REQUIREMENTS OF ORDINANCE N0. 859 AND SUBMIT A 55. COMPLETE LANDSCAP DOCUME TA11ON PACKAGE. SHOULD THE ORDINANCE BE REVISED, 56. THESE PLANS MA SU-JTO HANGE BASED ON THE UPDATED ORDINANCE" 57. -/19AY 2% , 2-016 58. APPLICANT'S SIGNATURE DATE Ho,' AA7*rENh/vGE .440-SmA r 59. IIATEn M S 4174 'r-pc1©v y 60. PREPARED BY: SWA GROUP 570 GLENNEYRE STREET ILAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NAMNAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: N/A LOCO COVER SHEET & NOTES L001 NOTES L002 LEGENDS L003 KEY MAP L101 MATERIAL & PLANTING PLAN L102 MATERIAL & PLANTING PLAN L103 MATERIAL & PLANTING PLAN L104 MATERIAL & PLANTING PLAN L105 MATERIAL & PLANTING PLAN L106 MATERIAL & PLANTING PLAN L107 MATERIAL & PLANTING PLAN L108 MATERIAL & PLANTING PLAN L109 MATERIAL & PLANTING PLAN L110 MATERIAL & PLANTING PLAN L111 MATERIAL & PLANTING PLAN L112 MATERIAL & PLANTING PLAN L113 MATERIAL & PLANTING PLAN L114 MATERIAL & PLANTING PLAN L200 IRRIGATION LEGEND L201 IRRIGATION PLAN L202 IRRIGATION PLAN L203 IRRIGATION PLAN L204 IRRIGATION PLAN L205 IRRIGATION PLAN L206 IRRIGATION PLAN L207 IRRIGATION PLAN L208 IRRIGATION PLAN L209 IRRIGATION PLAN L210 IRRIGATION PLAN L211 IRRIGATION PLAN L212 IRRIGATION PLAN L213 IRRIGATION PLAN L214 IRRIGA11ON PLAN L301 SECTIONS L401 CONSTRUCTION DETAILS L402 CONSTRUCTION DETAILS L403 CONSTRUCTION DETAILS L404 CONSTRUCTION DETAILS L405 PLANTING DETAILS L406 PLANTING DETAILS L407 IRRIGATION DETAILS L408 IRRIGATION DETAILS L409 IRRIGATION DETAILS L410 IRRIGATION DETAILS L411 IRRIGATION DETAILS L412 IRRIGATION DETAILS L413 IRRIGATION DETAILS L414 IRRIGATION CALCULATIONS L415 IRRIGATION CALCULATIONS L416 IRRIGATION CALCULATIONS L501 HYDROZONE MAP L502 HYDROZONE MAP L503 HYDROZONE MAP L504 HYDROZONE MAP L505 HYDROZONE MAP L506 HYDROZONE MAP L507 HYDROZONE MAP L508 HYDROZONE MAP L601 SITE ELECTRICAL DETAILS L602 SITE ELECTRICAL PLAN MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS COVER SHEET & NOTES FORESTAR TOSCANA, LLC W, 0. m 01 6 _ OF SH TS 0 0 LLJ z <U L ` LLJ ~ 1 Q w 0 Z < (n w t1 O LLJ m z D 0 z O U O w Q m� Q z O LLJ m ~ CL Q w - m 1 Q LJ w w w w z U z z Q O W ry F-- 0 Q = L� I - Oz 0 0 V) O 0 Cn w O z O [if V) I- O Qv DIAL LJ 0 BEFORE U 0 LLJ U YOU DIG z Of U TOLL FREE a Q n m CC Q 0- A fl ITWO WORKING 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 SUED. The Dnmte landscape architect signiog these plans is responshe for assuring the accuracy and acceptability of the desire 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 mnrnW by the cmmfv ENGINEER REVISIONS APPR I DATE COUNTY PLANTING NOTES 1. AGRONOMIC SOIL FERTILITY TESTING: CONTRACTOR SHALL PERFORM REQUIRED AGRONOMIC SOIL FERTILITY TESTING AND PERCOLATION TESTING OF THE NATIVE SITE SOILS PRIOR TO EXTERIOR PLANTING INSTALLATION. FERTILITY TESTING SHALL INCLUDE RECOMMENDATIONS FOR PREPARATION OF THE SITE'S SURFACE SOILS, AND FOR PREPARATION OF THE AMENDED SOIL BACKFILL FOR LANDSCAPE PLANTING. REFER TO SOIL PREPARATION SPECIFICATIONS FOR REQUIREMENTS. WHERE NATIVE SITE SOIL IS INSUFFICIENT, OR AS DIRECTED UNDER THE SPECIFICATIONS, PROVIDE APPROVED IMPORTED AMENDED TOPSOIL FILL IN QUANTITY AS REQUIRED. REFER TO SPECIFICATIONS. 2. FINISH GRADING: FINISH GRADING OF LANDSCAPE PLANTING AREAS SHALL BE REVIEWED AND APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOLLOWING INSTALLATION AND BACKFILL OF SUB -SURFACE IRRIGATION SYSTEM COMPONENTS, REQUIRED SURFACE SOIL PREPARATION, AND PRIOR TO INSTALLATION OF EXTERIOR PLANTS. REMOVE ALL TRASH, ROCKS, AND CONSTRUCTION DEBRIS PRIOR TO PLANT MATERIAL INSTALLATION. SMOOTH, EVEN, CONSISTENT SURFACE GRADIENT TRANSITIONS IN ALL PLANTING AREAS IS THE DESIGN INTENT. AS REQUIRED, PROVIDE ADDITIONAL FILL FOR LOW SPOTS AND SHAVE SURFACE AREAS ACCORDINGLY TO ELIMINATE HIGH SPOTS. 3. FINISH GRADING ELEVATIONS: PRIOR TO PLANTING INSTALLATION, CONTRACTOR SHALL COMPACT THE FINISHED GRADIENTS OF DESIGNATED PLANTING AREAS TO ESTABLISH A FIRM BUT NOT OVERLY COMPACTED FINISHED SOIL LEVEL THAT IS HORTICULTURALLY -ACCEPTABLE FOR LANDSCAPE PLANTING THAT WILL NOT PIT, RUT, OR DEPRESS UNDER FOOT -TRAFFIC DURING PLANTING OPERATIONS. CONTRACTOR SHALL VERIFY WITH LANDSCAPE ARCHITECT THAT FINISHED GRADING ELEVATIONS OF SHRUB OR GROUNDCOVER AREAS ARE SET AT 2" BELOW THE FINISHED SURFACE ELEVATION OF ADJOINING WALKS, PAVEMENTS, ETC. (WHICH ALLOW FOR MULCH TO BE APPLIED ON GRADIENTS). IN AREAS WHERE SODDED TURF GRASS APPLICATIONS ARE PROVIDED, FINISHED GRADE ELEVATIONS SHALL BE SET ONE -INCH (1') BELOW THE FINISHED SURFACE ELEVATION OF ADJOINING WALKS, PAVEMENTS, ETC. THE DESIGN INTENT IS TO PROVIDE A CONSISTENT, FIRM, EVEN SOIL GRADIENT ALONG ALL ADJOINING PAVEMENT SURFACE AREAS. REFER TO SPECIFICATIONS FOR FURTHER REQUIREMENTS. 4. EXCESS SOIL: ANY EXCESS SOIL THAT IS GENERATED BY EXCAVATIONS OR LANDSCAPE GRADING OPERATIONS SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE CONTRACTOR. 5. MODIFICATIONS: EXACT LOCATIONS OF PLANT MATERIALS SHALL BE FLAGGED/STAKED, REVIEWED, AND APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION OF PLANT MATERIALS. ORIENT PLANT MATERIALS TO SUIT FIELD CONDITIONS OR PER THE DESIGNER PREFERENCE. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE MODIFICATIONS TO PLANT MATERIAL LAYOUT, LOCATION, OR ORIENTATION AT ANY TiME DURING THE CONTRACT PERIOD. CHANGES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6. CONFLICTS: IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO ADVISE THE LANDSCAPE ARCHITECT OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS INSTALLATION OF PLANT MATERIALS AS SHOWN ON THE DRAWINGS. 7. PLANTING LAYOUT: UNLESS OTHERWISE NOTED ON THE DRAWINGS, PLANT MATERIALS SHALL BE PROPERLY AUGNED AND EQUALLY -SPACED. REFER TO PLANTING DETAILS FOR ALIGNMENT AND SPACING REQUIREMENTS. THE DESIGN INTENT IS TO PROVIDE DESIGNATED PLANTING AREAS THAT ARE FULL, DENSE, AND COMPLETE NTH NO VOIDS DUE TO MISSING PLANT MATERIALS. 8. UTILITY, IRRIGATION, AND PLANT MATERIAL CONFLICTS: EVERY EFFORT HAS BEEN MADE TO AVOID CONFLICTS BETWEEN THE PLANT MATERIAL LOCATIONS AND LOCATIONS OF MAJOR SITE UTIU11ES OR IRRIGATION SYSTEM COMPONENTS. CONTRACTOR IS ADVISED THAT LOCATIONS OF PLANT MATERIALS AS SHOWN ON THE DRAWINGS TAKES PRECEDENCE OVER LOCATIONS OF ANY IRRIGATION SYSTEM COMPONENT (PIPING, VALVES, BACKFLOWS, ETC.). NOTE THAT IRRIGATION SYSTEM DRAWINGS ARE DIAGRAMMATIC. SHOULD CONFLICTS BECOME EVIDENT BETWEEN THE PLANTING DESIGN CONCEPT (I.E. TREE LOCATIONS, HEDGES, SHRUB MASSINGS, ETC.) AND THE IRRIGATION SYSTEM COMPONENTS, CONTRACTOR SHALL FIELD -ADJUST THE LOCATION OF IRRIGATION SYSTEM COMPONENTS ACCORDINGLY, AS REQUIRED, TO ELIMINATE ANY CONFLICTS WITH THE DESIGN INTENT OF PLANT MATERIAL LOCATIONS, AS DIRECTED BY THE LANDSCAPE ARCHITECT. ANY REQUIRED CHANGES SHALL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 9. CONTRACT GROWING REQUIREMENTS: OMEN REQUIRED BY THE SPECIFICATIONS, AND WITHIN 30 DAYS AFTER AWARD OF BID, CONTRACTOR SHALL ARRANGE FOR AND SECURE VIA CONTRACT -GROWING AGREEMENTS WITH NURSERY SUPPLIERS ALL PLANT MATERIALS AS SPECIFIED FOR THIS PROJECT. REFER TO SPECIFICATIONS FOR REQUIREMENTS. 10. QUAUTY: CONTRACTOR SHALL FURNISH AND INSTALL ONLY SUPERIOR -QUALITY PREMIUM -GRADE PLANT MATERIALS FOR THIS PROJECT. FULL IN CONTAINER, SYMMETRICAL, WELL-BALANCED, DENSELY FOLIATED, WELL -ROOTED, VIGOR IN GROWTH, PEST AND DISEASE-FREE PLANT MATERIALS MEETING THE MINIMUM SIZES INDICATED FOR EACH SPECIES IS THE DESIGN INTENT. ANY PLANT MATERIALS FOUND TO NOT CONFORMING TO THIS INTENT WILL BE REJECTED BY THE LANDSCAPE ARCHITECT AND SHALL BE REMOVED IMMEDIATELY FROM THE SITE. 11. MATCHING STOCK: PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIALS WITHIN EACH SPECIES, PLANT TYPE, AND SIZE DESIGNATED ON THE DRAWINGS. 12. SELECTION AND TAGGING OF PLANT MATERIAL STOCK: ONCE NURSERY SOURCES ARE IDENTIFIED, CONTRACTOR SHALL ARRANGE FOR FIELD -SELECTION AND TAGGING OF PLANT MATERIALS BY THE LANDSCAPE ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL ARRANGE FOR REVIEW AND APPROVAL OF ALL PLANT MATERIALS DELIVERED TO THE SITE AND PRIOR TO INSTALLATION. SELECTION AND TAGGING OF PLANT MATERIALS AT THE NURSERY OR PLACE OF GROWTH DOES NOT CANCEL THE RIGHT OF THE LANDSCAPE ARCHITECT TO REJECT PLANT MATERIALS THAT ARE DELIVERED AT THE PROJECT SITE IF DAMAGED OR UNACCEPTABLE CONDITIONS ARE FOUND THAT WERE NOT DETECTED AT THE NURSERY, PLACE OF GROWTH, OR DURING THE SUBMITTAL PROCESS. 13. INSTALLER QUALIFICATIONS: EXECUTION OF WORK HEREIN SHALL BE PERFORMED BY A VAUD CONTRACTOR LICENSE FOR THE PERFORMED WORK SCOPE. 14. PLANT QUANTITIES: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS AND AREA REQUIREMENTS AS INDICATiD ON THE DRAWINGS. PLANT MATERIAL QUANTITIES, IF PROVIDED, ARE FOR THE OWNER'S INFORMATION ONLY. PLANT SPACING IS AS INDICATED ON THE PLANT LEGEND. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE NECESSARY QUANTITY OF PLANT MATERIALS NEEDED TO PROVIDE FULL COVERAGE OF PLANTING AREAS AS INDICATED ON THE DRAWINGS, AT THE SPECIFIED SPACING AND PATTERN LAYOUT REQUIREMENTS. 15. HANDLING OF PLANT MATERIALS: ONLY HANDLE PLANT MATERIALS BY HORTICULURALLY-ACCEPTED PRACTICES. FOR CONTAINER -GROWN STOCK, ONLY HANDLE PLANT MATERIALS BY THEIR CONTAINERS. DO NOT HANDLE PLANT MATERIALS BY THEIR TRUNKS OR STEMS. PROTECT PLANT MATERIALS FROM DAMAGE DURING MOVING OR TRANSPORT. 16. TREE STAKING/GUYING: TREES SHALL BE SET AND MAINTAINED IN AN UPRIGHT VERTICAL ORIENTATION THROUGHOUT THE DURATION OF THE CONTRACT. PROVIDE STAKING OR GUYING MATERIALS, AS REQUIRED, THROUGH THE DIRECTION OF THE LANDSCAPE ARCHITECT. WHEN PROVIDED, ADJUST STAKING OR GUYING MATERIALS ACCORDINGLY, AS REQUIRED, TO MEET THIS STANDARD, THROUGHOUT THE DURATION OF THE LANDSCAPE ESTABLISHMENT PERIOD. 17. PRUNING OF PLANT MATERIALS: CONTRACTOR MALL ONLY PRUNE INSTALLED PLANT MATERIALS AT THE WRITTEN DIRECTION OF THE LANDSCAPE ARCHITECT. PLANT MATERIALS THAT HAVE BEEN PRUNED, TOPPED, THINNED, OR LACED PRIOR TO OR WITHOUT THIS DIRECTION, BY EVIDENCE OF FRESH CUTS, SHALL BE SUBJECT TO REJECTION BY THE LANDSCAPE ARCHITECT. ALL PRUNING OPERATIONS SHALL BE UNDER THE DIRECT PRESENCE OF AN APPROVED CERTIFIED ARBORIST, AND WORK PERFORMED THROUGH ANSI A300 PRUNING REQUIREMENTS. 18. ROOT CONTROL BARRIERS: FURNISH AND INSTALL ROOT CONTROL BARRIERS FOR ALL TREES LOCATED WITHIN 6'-0" OR LESS OF PAVING, WALLS, STEPS, ETC.. PROVIDE A MINIMUM ROOT BARRIER LENGTH OF 10'-0' EXTENDING FROM THE CENTER OF THE TRUNK OUTWARDS AND ALONG THE HARDSCAPE ELEMENT BEING PROTECTED. REFER TO DRAWINGS FOR LAYOUT DIAGRAM. TYPE, SIZE, AND INSTALLATION REQUIREMENTS PER THE SPECIFICATIONS. 19. IRRIGATION: PLANT MATERIALS SHALL BE THOROUGHLY IRRIGATED IMMEDIATELY AFTER PLANTING. MANUALLY IRRIGATE OR ACTIVATE IRRIGATION SYSTEMS NECESSARY TO APPLY SUFFICIENT WATER REQUIRED TO ADEQUATELY SUSTAIN VEGETATION ONCE INSTALLED. 20, CONDITION OF PLANT MATERIALS. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL INSTALLED PLANT MATERIALS IN A HEALTHY, THRIVING, VIGOROUS, PEST AND DISEASE-FREE CONDITION THROUGHOUT INSTALLATION AND DURING THE SPECIFIED LANDSCAPE ESTAIDUSHMENT PERIOD. ANY PLANT MATERIALS FOUND TO BE MISSING, DEAD, DYING, BROKEN, DISEASED, OR OTHERWISE DAMAGED DURING THE DURATION OF THE CONTRACT SHALL BE REMOVED AND REPLACED ACCORDINGLY NTH ACCEPTABLE NURSERY STOCK MEETING THE SAME SPECIFIED SPECIES, VARIETY, SIZE, AND QUALITY, 21. EXISTING VEGETATION: AS APPLICABLE, EXISTING VEGETATION DESIGNATED TO REMAIN SHALL BE PROTECTED IN-PLACE UNLESS OTHERWISE NOTED, PER SPECIFICATION REQUIREMENTS. ANY DAMAGE TO EXISTING VEGETATION DESIGNATED TO REMAIN SHALL BE REPLACED BY THE CONTRACTOR AT THE SAME SIZE OF THE DAMAGED MATERIAL, AT NO ADDITIONAL COST TO THE OWNER. 22. LANDSCAPE ESTABLISHMENT PERIOD: FOLLOWING SUBSTANTIAL COMPLETION, FOR THE SPECIFIED DURATION INDICATED IN THE SPECIFICATIONS, CONTRACTOR SHALL PERFORM ALL NECESSARY MAINTENANCE REQUIREMENTS FOR VIABLE ESTABLISHMENT OF LANDSCAPE PLANTING AND OTHER INSTALLED EXTERIOR IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, FULLY -OPERATIONAL AND FUNCTIONING IRRIGATION SYSTEM, TRASH REMOVAL, WEED ABATEMENT, PEST AND DISEASE CONTROL, REMEDIAL GRADING, EROSION CONTROL, MULCH DRESSINGS, PAVEMENT AND SURFACE CLEANING, FREE-FLOW DRAINAGE, OR OTHER FUNCTIONS. 0 E ARO �P �r f \F �FAGEP��E�� EffiffffA D . SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A 23. MULCH: 3" MULCH MINIMUM SHALL BE APPLIED TO ALL SHRUB BEDS AND UNPLANTED PLANTING AREAS; 2" MULCH IN GROUNDCOVER AREAS; STABILIZING MULCH FOR SLOPES. NO MULCH TO BE APPLIED TO BIO-SWALES OR HYDROSEEDED AREAS. MULCH PER SPECIFICATIONS. IIRM6llj I ILei I � 1. VERIFICATION: DIMENSIONS AND GRADES SHALL BE VERIFIED ON-SITE. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT ON ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. 2. ORIENTATION OF SITE ELEMENTS. DIMENSIONS AS NOTED ARE TAKEN PERPENDICULAR TO FACE OF BUILDING OR WALL, BACK OF CURB, OR OTHER FIXED SITE IMPROVEMENT, AS APPLICABLE, UNLESS OTHERWISE NOTED. DIMENSIONS TO CENTERLINES ARE AS INDICATED. WHERE DIMENSIONS ARE INDICATED AS "EQUAL", REFERENCED ITEMS SHALL BE SPACED EQUALLY, AS MEASURED TO THEIR RESPECTIVE CENTERUNES. INSTAL. INTERSECTING ELEMENTS AT 90 -DEGREES TO EACH OTHER UNLESS OTHERWISE NOTED. ALL LINES OF PAVING AND/OR FENCING SHALL BE PARALLEL UNLESS OTHERWISE NOTED. MAINTAIN HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS NOTED ON THE DRAWINGS. 3. CONFLICTS: VERIFY LOCATIONS OF SITE IMPROVEMENTS INSTALLED UNDER OTHER SECTIONS, IF ANY PART OF THESE DRAWINGS CANNOT BE FOLLOWED DUE TO SITE CONDITIONS, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION PRIOR TO COMMENCING WORK. 4. HIERARCHY. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. WHERE INDICATED, NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 5, DISABILITY REQUIREMENTS: VERIFY COMPUANCE OF FINISHED PAVING SURFACES WITH THE LATEST EDITIONS OF THE A.D.A. (AMERICANS NTH DISABILITIES ACT) GUIDELINES AND APPLICABLE LOCAL GOVERNING STANDARDS ALONG ACCESS AND EGRESS. 6. EXPANSION JOINTS: PROVIDE EXPANSION JOINTS IN ALL CASES WHERE CAST -IN-PLACE CONCRETE PAVING MEETS VERTICAL STRUCTURES SUCH AS WALLS, BUILDINGS, COLUMNS, CURBS, STEPS, RAMPS, METER BOXES„ U71UTY ACCESS BOXES, ETC.. CONCRETE SLABS AND RAMP OR STEP FOOTINGS SHALL BE DOWELED INTO ABUTTING WALLS, FOUNDATIONS, AND FOOTINGS USING SLEEVED SMOOTH REINFORCEMENT BARS OF THE SAME SIZE AND SPACING UNLESS OTHERWISE NOTED. 7, MOCKUPS: CONTRACTOR SHALL PROVIDE FIELD -CONSTRUCTED MOCKUP SAMPLES FOR EACH PAVING TYPE AND WALL TYPE AS INDICATED ON THE DRAWINGS. WORK FOR PAVING AND WALL TYPES SHALL NOT COMMENCE UNTiL EACH RESPECTIVE MOCKUP HAS BEEN REVIEWED AND ACCEPTED BY THE LANDSCAPE ARCHITECT. ACCEPTED MOCKUPS SHALL BE LOCATED IN A PROTECTED AREA ON-SITE WHERE THEY WILL NOT BE DAMAGED OR DISTURBED UNTiL SUBSTANTIAL COMPLETION IS GRANTED. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR EACH RESPECTIVE FIELD -CONSTRUCTED MOCKUP SAMPLE. B. IRRIGATION SLEEVING: CONTRACTOR SHALL REVIEW IRRIGATION PLANS FOR SLEEVE LOCATIONS TO BE SET UNDER PAVING AND OTHER LOCATIONS PRIOR TO CONSTRUCTION OF PAVING. 9. BEARING AND SCALE: REFERENCE TO NORTH REFERS TO TRUE NORTH. REFERENCE TO SCALE IS FOR FULL-SIZED DRAWINGS; DO NOT SCALE FROM REDUCED DRAWINGS. 10. ELEVATIONS: HOLD TOP ELEVATIONS OF WALLS, FENCES, ETC. LEVEL UNLESS OTHERWISE NOTED. 11. WORK AT EXISTING TREES: ALL WORK PERFORMED WITHIN THE DRIP -UNE OF TREES DESIGNATED "EXISTING TREES TO REMAIN" SHALL BE HAND LABOR. GENERAL NOTES 1. VERIFICATION: VERIFY SITE INFORMATION, INCLUDING PROPERTY LINES, LIMITS OF WORK, EASEMENTS, BUILDINGS, ROADWAY CURB AND/OR GUTTERS, UTILITIES, DUCT BANKS, AND OTHER INFORMATION THAT MAY AFFECT THE SCOPE OF WORK INCLUDED ON THESE DRAWINGS. MORE SPECIFIC UTILITY INFORMATION IS INDICATED ON THE CiVIL ENGINEER DRAWINGS. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR DIRECTION ON HOW TO PROCEED IF ACTUAL SITE CONDITIONSVARY FROM WHAT IS SHOWN ON THE DRAWINGS. 2. AREA OF DISTURBANCE: LIMIT USE OF PREMISES TO WORK IN AREAS AS INDICATED. DO NOT DISTURB PORTIONS OF THE SITE BEYOND AREAS IN WHICH WORK IS INDICATED. KEEP DRIVEWAYS AND ENTRANCES SERVING PREMISES CLEAR AND AVAILABLE TO THE OWNER AND EMERGENCY VEHICLES AT ALL TiMES. DO NOT USE THESE AREAS FOR PARKING OR STORAGE OF MATERIALS. SCHEDULE DELIVERIES TO MINIMIZE USE OF DRIVEWAYS AND ENTRANCES. 3. EXISTING UTILITIES: VERIFY THE LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF EXCAVATION THROUGH NOTIFICATION OF LOCAL AUTHORITIES AND UNDERGROUND SERVICE ALERT (USA i-800-227-2600) AT LEAST 48 -HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL CAREFULLY EXCAVATE, AS NECESSARY, TO CONFIRM UTILITY LOCATIONS, AND WHEN WORKING IN THE VICINITY OF UTiUTIES. ANY DAMAGE TO UTILITIES THAT ARE TO BE PROTECTED IN PLACE OR DESIGNATED TO REMAIN WHICH IS CAUSED BY ANY PERSON, VEHICLE, EQUIPMENT, OR TOOL RELATED TO THE EXECUTION OR INSTALLATION OF WORK UNDER THE CONTRACT SHALL BE REPAIRED IMMEDIATELY AND AT NO ADDITIONAL EXPENSE TO THE OWNER. CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORK. 4. BASE INFO: BASE INFORMATION INCLUDING THE LOCATION OF PROPERTY LINES, EASEMENTS, BUILDINGS, ROADS, AND CURBS HAVE BEEN PROVIDED BY THE CIVIL ENGINEER. BUILDING FOOTPRINTS HAVE BEEN PROVIDED BY THE ARCHITECT. FOR ADDITIONAL INFORMATION, REFER TO THE ARCHITECT AND CIVIL ENGINEER DRAWINGS. 5. CONFLICTS: WERE PLANS AND/OR SPECIFICATIONS ARE FOUND TO BE IN CONFUCT, OR WHERE VARIOUS ITEMS OF WORK ARE SEEN TO BE IN CONFLICT, IMMEDIATELY NOTIFY THE OWNER AND/OR LANDSCAPE ARCHITECT FOR DIRECTION PRIOR TO PROCEEDING NTH WORK. 6. DESIGN CONSULTANT ADVISORY: ADVISE CONSTRUCTION AND OPERATIONS NTH THE PROJECTS DESIGN CONSULTANTS FOR WORK INDICATED HEREIN. INFORM OWNER AND LANDSCAPE ARCHITECT ON THE PREFERRED CONSTRUCTION SCHEDULE PRIOR TO THE WORK BEING PERFORMED. ADJUST CONSTRUCTION SCHEDULE ACCORDINGLY BASED ON A MUTUALLY -AGREEABLE TIMETABLE. NOTIFY OWNER AND LANDSCAPE ARCHITECT IF CHANGE TO CONSTRUCTION SCHEDULE IS REQUIRED DUE TO DIFFERENCES IN ACTUAL CONSTRUCTION PROGRESS. INCLUDE THE PROJECTS DESIGN CONSULTANTS AT PRE -INSTALLATION MEETINGS COVERING PORTIONS OF THE WORK THAT ARE RELATED. NOTIFY LANDSCAPE ARCHITECT IF CHANGES TO CONSTRUCTION SCHEDULE ARE REQUIRED DUE TO DIFFERENCES IN ACTUAL CONSTRUCTION PROGRESS, 7. CLEAN UP: CONTRACTOR SHALL REMOVE LITTER AND DEBRIS FROM THE PROJECT SITE AS REQUIRED TO KEEP SITE IN AN ORDERLY FASHION. DUST CONTROL MEASURES SHAD BE EXERCISED. NOTE: INSPECTION SCHEDULE SHALL BE DETERMINED AT PRE -CONSTRUCTION MEETING NTH LANDSCAPE INSPECTOR. (MINIMUM 48-HOUR NOTICE REQUIRED FOR PRE -CONSTRUCTION MEETING. BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 EEE ELV.+1058.40 (NAVD88) N/A MS 4279 I.P. NO 740004 COUNTY OF RIVERSIDE L001 TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS COVER SHEET & NOTES 02 60 _ OF SHTS FOR: W, 0. COUNTY loz FORESTAR TOSCANA, LLC FILE NO. 7 5_ ABBREVIATIONS a ABBREVIATION EXTENSION <i LLJ ADA AMERICANS WITH DISABILITIES ACT ADJ. ADJACENT (LAYOUT, MEASUREMENT) Q AM APICAL MERISTEM (PALM TREE REFERENCE) t ARCH ARCHITECT W BS BOTTOM OF STEP BW BOTTOM OF WALL CIP or C.I.P. CAST -IN-PLACE (CONCRETE APPLICATIONS) CIVIL CIVIL ENGINEER 0 0 CL CENTERUNE (LAYOUT, MEASUREMENT) LLJ z CLS CENTER UNE OF SWALE (GRADIENT) Z Q CUR CLEAR cn CMU CONCRETE MASONRY UNIT 0 CONC CONCRETE Lai® m DIA DIAMETER (LAYOUT, MEASUREMENT) Q EJ EXPANSION JOINT (CONCRETE APPUCATiONS) z EQ EQUAL (LAYOUT, MEASUREMENT) Q EXT. EXTERIOR F.O.B. FACE OF BUILDING LLJ FG or F.G. FINISHED GRADE (TOP SOIL GRADIENT) FS or F.S. FINISHED SURFACE (HARD SURFACES) z GALV. GALVANIZED z GEOTECH GEOTECHNICAL ENGINEER O GPH GALLONS PER HOUR (IRRIGATION) U_ GPM GALLONS PER MINUTE (IRRIGATION) LJ ! HEX. HEXAGONAL Q m HP HIGH POINT (GRADIENT) ry Q z O HSS HOLLOW STRUCTURAL STEEL U IE INVERT ELEVATION LA or L.A. LANDSCAPE ARCHITECT w LED or L.E.D. UGHT-EMITTING DIODE (ELECTRICAL FIXTURE) Q LOW or L.O.W. LIMIT OF WORK z LP LOW POINT (GRADIENT) D O MAX. MAXIMUM U MFG MANUFACTURER w L NAP or N.A.P NOTMUM A PART Q U z NTS NOT TO SCALE J Q m OC or O.C. ON -CENTER (LAYOUT, MEASUREMENT) J -5Q OD or O.D. OUTSIDE DIAMETER (LAYOUT, MEASUREMENT) on PA or P.A. PLANTING AREA CD Ow o PERF. PERFORATED V5 z POB or P.O.B. POINT OF BEGINNING (LAYOUT, MEASUREMENT) OPL O PROPERTY LINE Z PSI POUNDS PER SQUARE INCH (IRRIGATION) O O z PTDF PRESSURE -TREATED DOUGLAS FIR Q R RADIUS (LAYOUT, MEASUREMENT) 2 ROW or R.O.W. RIGHT OF WAY LLJ Q v REF REFERENCE OR REFER TO MAX. REINFORCEMENT C) � SE STRUCTURAL ENGINEER O SPECS CONTRACT SPECIFICATIONS z S/S STAINLESS STEEL w< TBD TO BE DETERMINED LL n ry TC TOP OF CURB (GRADIENT ELEVATION) Q n TG TOP OF GRATE (GRADIENT ELEVATION) IS TOP OF STEP (GRADIENT ELEVATION) TW TOP OF WALL (GRADIENT ELEVATION) TYP TYPICAL W/ NTH WE WATER ELEVATION (GRADIENT ELEVATION) z O LLJ cc 0 0 0 LLJ z <U L ` LLJ ~ 1 Q w 0 Z < (n w t1 O LLJ m z D 0 z O U O w Q m� Q z O LLJ m ~ CL Q w - m 1 Q LJ w w w w z U z z Q O W ry F-- 0 Q = L� I - Oz 0 0 V) O 0 Cn w O z O [if V) I- O Qv DIAL LJ 0 BEFORE U 0 LLJ U YOU DIG z Of U TOLL FREE a Q n m CC Q 0- A fl ITWO WORKING 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 SUED. The Dnmte landscape architect signiog these plans is responshe for assuring the accuracy and acceptability of the desire 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 mnrnW by the cmmfv ENGINEER REVISIONS APPR I DATE COUNTY PLANTING NOTES 1. AGRONOMIC SOIL FERTILITY TESTING: CONTRACTOR SHALL PERFORM REQUIRED AGRONOMIC SOIL FERTILITY TESTING AND PERCOLATION TESTING OF THE NATIVE SITE SOILS PRIOR TO EXTERIOR PLANTING INSTALLATION. FERTILITY TESTING SHALL INCLUDE RECOMMENDATIONS FOR PREPARATION OF THE SITE'S SURFACE SOILS, AND FOR PREPARATION OF THE AMENDED SOIL BACKFILL FOR LANDSCAPE PLANTING. REFER TO SOIL PREPARATION SPECIFICATIONS FOR REQUIREMENTS. WHERE NATIVE SITE SOIL IS INSUFFICIENT, OR AS DIRECTED UNDER THE SPECIFICATIONS, PROVIDE APPROVED IMPORTED AMENDED TOPSOIL FILL IN QUANTITY AS REQUIRED. REFER TO SPECIFICATIONS. 2. FINISH GRADING: FINISH GRADING OF LANDSCAPE PLANTING AREAS SHALL BE REVIEWED AND APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOLLOWING INSTALLATION AND BACKFILL OF SUB -SURFACE IRRIGATION SYSTEM COMPONENTS, REQUIRED SURFACE SOIL PREPARATION, AND PRIOR TO INSTALLATION OF EXTERIOR PLANTS. REMOVE ALL TRASH, ROCKS, AND CONSTRUCTION DEBRIS PRIOR TO PLANT MATERIAL INSTALLATION. SMOOTH, EVEN, CONSISTENT SURFACE GRADIENT TRANSITIONS IN ALL PLANTING AREAS IS THE DESIGN INTENT. AS REQUIRED, PROVIDE ADDITIONAL FILL FOR LOW SPOTS AND SHAVE SURFACE AREAS ACCORDINGLY TO ELIMINATE HIGH SPOTS. 3. FINISH GRADING ELEVATIONS: PRIOR TO PLANTING INSTALLATION, CONTRACTOR SHALL COMPACT THE FINISHED GRADIENTS OF DESIGNATED PLANTING AREAS TO ESTABLISH A FIRM BUT NOT OVERLY COMPACTED FINISHED SOIL LEVEL THAT IS HORTICULTURALLY -ACCEPTABLE FOR LANDSCAPE PLANTING THAT WILL NOT PIT, RUT, OR DEPRESS UNDER FOOT -TRAFFIC DURING PLANTING OPERATIONS. CONTRACTOR SHALL VERIFY WITH LANDSCAPE ARCHITECT THAT FINISHED GRADING ELEVATIONS OF SHRUB OR GROUNDCOVER AREAS ARE SET AT 2" BELOW THE FINISHED SURFACE ELEVATION OF ADJOINING WALKS, PAVEMENTS, ETC. (WHICH ALLOW FOR MULCH TO BE APPLIED ON GRADIENTS). IN AREAS WHERE SODDED TURF GRASS APPLICATIONS ARE PROVIDED, FINISHED GRADE ELEVATIONS SHALL BE SET ONE -INCH (1') BELOW THE FINISHED SURFACE ELEVATION OF ADJOINING WALKS, PAVEMENTS, ETC. THE DESIGN INTENT IS TO PROVIDE A CONSISTENT, FIRM, EVEN SOIL GRADIENT ALONG ALL ADJOINING PAVEMENT SURFACE AREAS. REFER TO SPECIFICATIONS FOR FURTHER REQUIREMENTS. 4. EXCESS SOIL: ANY EXCESS SOIL THAT IS GENERATED BY EXCAVATIONS OR LANDSCAPE GRADING OPERATIONS SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE CONTRACTOR. 5. MODIFICATIONS: EXACT LOCATIONS OF PLANT MATERIALS SHALL BE FLAGGED/STAKED, REVIEWED, AND APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION OF PLANT MATERIALS. ORIENT PLANT MATERIALS TO SUIT FIELD CONDITIONS OR PER THE DESIGNER PREFERENCE. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE MODIFICATIONS TO PLANT MATERIAL LAYOUT, LOCATION, OR ORIENTATION AT ANY TiME DURING THE CONTRACT PERIOD. CHANGES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6. CONFLICTS: IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO ADVISE THE LANDSCAPE ARCHITECT OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS INSTALLATION OF PLANT MATERIALS AS SHOWN ON THE DRAWINGS. 7. PLANTING LAYOUT: UNLESS OTHERWISE NOTED ON THE DRAWINGS, PLANT MATERIALS SHALL BE PROPERLY AUGNED AND EQUALLY -SPACED. REFER TO PLANTING DETAILS FOR ALIGNMENT AND SPACING REQUIREMENTS. THE DESIGN INTENT IS TO PROVIDE DESIGNATED PLANTING AREAS THAT ARE FULL, DENSE, AND COMPLETE NTH NO VOIDS DUE TO MISSING PLANT MATERIALS. 8. UTILITY, IRRIGATION, AND PLANT MATERIAL CONFLICTS: EVERY EFFORT HAS BEEN MADE TO AVOID CONFLICTS BETWEEN THE PLANT MATERIAL LOCATIONS AND LOCATIONS OF MAJOR SITE UTIU11ES OR IRRIGATION SYSTEM COMPONENTS. CONTRACTOR IS ADVISED THAT LOCATIONS OF PLANT MATERIALS AS SHOWN ON THE DRAWINGS TAKES PRECEDENCE OVER LOCATIONS OF ANY IRRIGATION SYSTEM COMPONENT (PIPING, VALVES, BACKFLOWS, ETC.). NOTE THAT IRRIGATION SYSTEM DRAWINGS ARE DIAGRAMMATIC. SHOULD CONFLICTS BECOME EVIDENT BETWEEN THE PLANTING DESIGN CONCEPT (I.E. TREE LOCATIONS, HEDGES, SHRUB MASSINGS, ETC.) AND THE IRRIGATION SYSTEM COMPONENTS, CONTRACTOR SHALL FIELD -ADJUST THE LOCATION OF IRRIGATION SYSTEM COMPONENTS ACCORDINGLY, AS REQUIRED, TO ELIMINATE ANY CONFLICTS WITH THE DESIGN INTENT OF PLANT MATERIAL LOCATIONS, AS DIRECTED BY THE LANDSCAPE ARCHITECT. ANY REQUIRED CHANGES SHALL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 9. CONTRACT GROWING REQUIREMENTS: OMEN REQUIRED BY THE SPECIFICATIONS, AND WITHIN 30 DAYS AFTER AWARD OF BID, CONTRACTOR SHALL ARRANGE FOR AND SECURE VIA CONTRACT -GROWING AGREEMENTS WITH NURSERY SUPPLIERS ALL PLANT MATERIALS AS SPECIFIED FOR THIS PROJECT. REFER TO SPECIFICATIONS FOR REQUIREMENTS. 10. QUAUTY: CONTRACTOR SHALL FURNISH AND INSTALL ONLY SUPERIOR -QUALITY PREMIUM -GRADE PLANT MATERIALS FOR THIS PROJECT. FULL IN CONTAINER, SYMMETRICAL, WELL-BALANCED, DENSELY FOLIATED, WELL -ROOTED, VIGOR IN GROWTH, PEST AND DISEASE-FREE PLANT MATERIALS MEETING THE MINIMUM SIZES INDICATED FOR EACH SPECIES IS THE DESIGN INTENT. ANY PLANT MATERIALS FOUND TO NOT CONFORMING TO THIS INTENT WILL BE REJECTED BY THE LANDSCAPE ARCHITECT AND SHALL BE REMOVED IMMEDIATELY FROM THE SITE. 11. MATCHING STOCK: PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIALS WITHIN EACH SPECIES, PLANT TYPE, AND SIZE DESIGNATED ON THE DRAWINGS. 12. SELECTION AND TAGGING OF PLANT MATERIAL STOCK: ONCE NURSERY SOURCES ARE IDENTIFIED, CONTRACTOR SHALL ARRANGE FOR FIELD -SELECTION AND TAGGING OF PLANT MATERIALS BY THE LANDSCAPE ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL ARRANGE FOR REVIEW AND APPROVAL OF ALL PLANT MATERIALS DELIVERED TO THE SITE AND PRIOR TO INSTALLATION. SELECTION AND TAGGING OF PLANT MATERIALS AT THE NURSERY OR PLACE OF GROWTH DOES NOT CANCEL THE RIGHT OF THE LANDSCAPE ARCHITECT TO REJECT PLANT MATERIALS THAT ARE DELIVERED AT THE PROJECT SITE IF DAMAGED OR UNACCEPTABLE CONDITIONS ARE FOUND THAT WERE NOT DETECTED AT THE NURSERY, PLACE OF GROWTH, OR DURING THE SUBMITTAL PROCESS. 13. INSTALLER QUALIFICATIONS: EXECUTION OF WORK HEREIN SHALL BE PERFORMED BY A VAUD CONTRACTOR LICENSE FOR THE PERFORMED WORK SCOPE. 14. PLANT QUANTITIES: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS AND AREA REQUIREMENTS AS INDICATiD ON THE DRAWINGS. PLANT MATERIAL QUANTITIES, IF PROVIDED, ARE FOR THE OWNER'S INFORMATION ONLY. PLANT SPACING IS AS INDICATED ON THE PLANT LEGEND. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE NECESSARY QUANTITY OF PLANT MATERIALS NEEDED TO PROVIDE FULL COVERAGE OF PLANTING AREAS AS INDICATED ON THE DRAWINGS, AT THE SPECIFIED SPACING AND PATTERN LAYOUT REQUIREMENTS. 15. HANDLING OF PLANT MATERIALS: ONLY HANDLE PLANT MATERIALS BY HORTICULURALLY-ACCEPTED PRACTICES. FOR CONTAINER -GROWN STOCK, ONLY HANDLE PLANT MATERIALS BY THEIR CONTAINERS. DO NOT HANDLE PLANT MATERIALS BY THEIR TRUNKS OR STEMS. PROTECT PLANT MATERIALS FROM DAMAGE DURING MOVING OR TRANSPORT. 16. TREE STAKING/GUYING: TREES SHALL BE SET AND MAINTAINED IN AN UPRIGHT VERTICAL ORIENTATION THROUGHOUT THE DURATION OF THE CONTRACT. PROVIDE STAKING OR GUYING MATERIALS, AS REQUIRED, THROUGH THE DIRECTION OF THE LANDSCAPE ARCHITECT. WHEN PROVIDED, ADJUST STAKING OR GUYING MATERIALS ACCORDINGLY, AS REQUIRED, TO MEET THIS STANDARD, THROUGHOUT THE DURATION OF THE LANDSCAPE ESTABLISHMENT PERIOD. 17. PRUNING OF PLANT MATERIALS: CONTRACTOR MALL ONLY PRUNE INSTALLED PLANT MATERIALS AT THE WRITTEN DIRECTION OF THE LANDSCAPE ARCHITECT. PLANT MATERIALS THAT HAVE BEEN PRUNED, TOPPED, THINNED, OR LACED PRIOR TO OR WITHOUT THIS DIRECTION, BY EVIDENCE OF FRESH CUTS, SHALL BE SUBJECT TO REJECTION BY THE LANDSCAPE ARCHITECT. ALL PRUNING OPERATIONS SHALL BE UNDER THE DIRECT PRESENCE OF AN APPROVED CERTIFIED ARBORIST, AND WORK PERFORMED THROUGH ANSI A300 PRUNING REQUIREMENTS. 18. ROOT CONTROL BARRIERS: FURNISH AND INSTALL ROOT CONTROL BARRIERS FOR ALL TREES LOCATED WITHIN 6'-0" OR LESS OF PAVING, WALLS, STEPS, ETC.. PROVIDE A MINIMUM ROOT BARRIER LENGTH OF 10'-0' EXTENDING FROM THE CENTER OF THE TRUNK OUTWARDS AND ALONG THE HARDSCAPE ELEMENT BEING PROTECTED. REFER TO DRAWINGS FOR LAYOUT DIAGRAM. TYPE, SIZE, AND INSTALLATION REQUIREMENTS PER THE SPECIFICATIONS. 19. IRRIGATION: PLANT MATERIALS SHALL BE THOROUGHLY IRRIGATED IMMEDIATELY AFTER PLANTING. MANUALLY IRRIGATE OR ACTIVATE IRRIGATION SYSTEMS NECESSARY TO APPLY SUFFICIENT WATER REQUIRED TO ADEQUATELY SUSTAIN VEGETATION ONCE INSTALLED. 20, CONDITION OF PLANT MATERIALS. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL INSTALLED PLANT MATERIALS IN A HEALTHY, THRIVING, VIGOROUS, PEST AND DISEASE-FREE CONDITION THROUGHOUT INSTALLATION AND DURING THE SPECIFIED LANDSCAPE ESTAIDUSHMENT PERIOD. ANY PLANT MATERIALS FOUND TO BE MISSING, DEAD, DYING, BROKEN, DISEASED, OR OTHERWISE DAMAGED DURING THE DURATION OF THE CONTRACT SHALL BE REMOVED AND REPLACED ACCORDINGLY NTH ACCEPTABLE NURSERY STOCK MEETING THE SAME SPECIFIED SPECIES, VARIETY, SIZE, AND QUALITY, 21. EXISTING VEGETATION: AS APPLICABLE, EXISTING VEGETATION DESIGNATED TO REMAIN SHALL BE PROTECTED IN-PLACE UNLESS OTHERWISE NOTED, PER SPECIFICATION REQUIREMENTS. ANY DAMAGE TO EXISTING VEGETATION DESIGNATED TO REMAIN SHALL BE REPLACED BY THE CONTRACTOR AT THE SAME SIZE OF THE DAMAGED MATERIAL, AT NO ADDITIONAL COST TO THE OWNER. 22. LANDSCAPE ESTABLISHMENT PERIOD: FOLLOWING SUBSTANTIAL COMPLETION, FOR THE SPECIFIED DURATION INDICATED IN THE SPECIFICATIONS, CONTRACTOR SHALL PERFORM ALL NECESSARY MAINTENANCE REQUIREMENTS FOR VIABLE ESTABLISHMENT OF LANDSCAPE PLANTING AND OTHER INSTALLED EXTERIOR IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, FULLY -OPERATIONAL AND FUNCTIONING IRRIGATION SYSTEM, TRASH REMOVAL, WEED ABATEMENT, PEST AND DISEASE CONTROL, REMEDIAL GRADING, EROSION CONTROL, MULCH DRESSINGS, PAVEMENT AND SURFACE CLEANING, FREE-FLOW DRAINAGE, OR OTHER FUNCTIONS. 0 E ARO �P �r f \F �FAGEP��E�� EffiffffA D . SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A 23. MULCH: 3" MULCH MINIMUM SHALL BE APPLIED TO ALL SHRUB BEDS AND UNPLANTED PLANTING AREAS; 2" MULCH IN GROUNDCOVER AREAS; STABILIZING MULCH FOR SLOPES. NO MULCH TO BE APPLIED TO BIO-SWALES OR HYDROSEEDED AREAS. MULCH PER SPECIFICATIONS. IIRM6llj I ILei I � 1. VERIFICATION: DIMENSIONS AND GRADES SHALL BE VERIFIED ON-SITE. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT ON ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. 2. ORIENTATION OF SITE ELEMENTS. DIMENSIONS AS NOTED ARE TAKEN PERPENDICULAR TO FACE OF BUILDING OR WALL, BACK OF CURB, OR OTHER FIXED SITE IMPROVEMENT, AS APPLICABLE, UNLESS OTHERWISE NOTED. DIMENSIONS TO CENTERLINES ARE AS INDICATED. WHERE DIMENSIONS ARE INDICATED AS "EQUAL", REFERENCED ITEMS SHALL BE SPACED EQUALLY, AS MEASURED TO THEIR RESPECTIVE CENTERUNES. INSTAL. INTERSECTING ELEMENTS AT 90 -DEGREES TO EACH OTHER UNLESS OTHERWISE NOTED. ALL LINES OF PAVING AND/OR FENCING SHALL BE PARALLEL UNLESS OTHERWISE NOTED. MAINTAIN HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS NOTED ON THE DRAWINGS. 3. CONFLICTS: VERIFY LOCATIONS OF SITE IMPROVEMENTS INSTALLED UNDER OTHER SECTIONS, IF ANY PART OF THESE DRAWINGS CANNOT BE FOLLOWED DUE TO SITE CONDITIONS, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION PRIOR TO COMMENCING WORK. 4. HIERARCHY. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. WHERE INDICATED, NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 5, DISABILITY REQUIREMENTS: VERIFY COMPUANCE OF FINISHED PAVING SURFACES WITH THE LATEST EDITIONS OF THE A.D.A. (AMERICANS NTH DISABILITIES ACT) GUIDELINES AND APPLICABLE LOCAL GOVERNING STANDARDS ALONG ACCESS AND EGRESS. 6. EXPANSION JOINTS: PROVIDE EXPANSION JOINTS IN ALL CASES WHERE CAST -IN-PLACE CONCRETE PAVING MEETS VERTICAL STRUCTURES SUCH AS WALLS, BUILDINGS, COLUMNS, CURBS, STEPS, RAMPS, METER BOXES„ U71UTY ACCESS BOXES, ETC.. CONCRETE SLABS AND RAMP OR STEP FOOTINGS SHALL BE DOWELED INTO ABUTTING WALLS, FOUNDATIONS, AND FOOTINGS USING SLEEVED SMOOTH REINFORCEMENT BARS OF THE SAME SIZE AND SPACING UNLESS OTHERWISE NOTED. 7, MOCKUPS: CONTRACTOR SHALL PROVIDE FIELD -CONSTRUCTED MOCKUP SAMPLES FOR EACH PAVING TYPE AND WALL TYPE AS INDICATED ON THE DRAWINGS. WORK FOR PAVING AND WALL TYPES SHALL NOT COMMENCE UNTiL EACH RESPECTIVE MOCKUP HAS BEEN REVIEWED AND ACCEPTED BY THE LANDSCAPE ARCHITECT. ACCEPTED MOCKUPS SHALL BE LOCATED IN A PROTECTED AREA ON-SITE WHERE THEY WILL NOT BE DAMAGED OR DISTURBED UNTiL SUBSTANTIAL COMPLETION IS GRANTED. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR EACH RESPECTIVE FIELD -CONSTRUCTED MOCKUP SAMPLE. B. IRRIGATION SLEEVING: CONTRACTOR SHALL REVIEW IRRIGATION PLANS FOR SLEEVE LOCATIONS TO BE SET UNDER PAVING AND OTHER LOCATIONS PRIOR TO CONSTRUCTION OF PAVING. 9. BEARING AND SCALE: REFERENCE TO NORTH REFERS TO TRUE NORTH. REFERENCE TO SCALE IS FOR FULL-SIZED DRAWINGS; DO NOT SCALE FROM REDUCED DRAWINGS. 10. ELEVATIONS: HOLD TOP ELEVATIONS OF WALLS, FENCES, ETC. LEVEL UNLESS OTHERWISE NOTED. 11. WORK AT EXISTING TREES: ALL WORK PERFORMED WITHIN THE DRIP -UNE OF TREES DESIGNATED "EXISTING TREES TO REMAIN" SHALL BE HAND LABOR. GENERAL NOTES 1. VERIFICATION: VERIFY SITE INFORMATION, INCLUDING PROPERTY LINES, LIMITS OF WORK, EASEMENTS, BUILDINGS, ROADWAY CURB AND/OR GUTTERS, UTILITIES, DUCT BANKS, AND OTHER INFORMATION THAT MAY AFFECT THE SCOPE OF WORK INCLUDED ON THESE DRAWINGS. MORE SPECIFIC UTILITY INFORMATION IS INDICATED ON THE CiVIL ENGINEER DRAWINGS. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR DIRECTION ON HOW TO PROCEED IF ACTUAL SITE CONDITIONSVARY FROM WHAT IS SHOWN ON THE DRAWINGS. 2. AREA OF DISTURBANCE: LIMIT USE OF PREMISES TO WORK IN AREAS AS INDICATED. DO NOT DISTURB PORTIONS OF THE SITE BEYOND AREAS IN WHICH WORK IS INDICATED. KEEP DRIVEWAYS AND ENTRANCES SERVING PREMISES CLEAR AND AVAILABLE TO THE OWNER AND EMERGENCY VEHICLES AT ALL TiMES. DO NOT USE THESE AREAS FOR PARKING OR STORAGE OF MATERIALS. SCHEDULE DELIVERIES TO MINIMIZE USE OF DRIVEWAYS AND ENTRANCES. 3. EXISTING UTILITIES: VERIFY THE LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF EXCAVATION THROUGH NOTIFICATION OF LOCAL AUTHORITIES AND UNDERGROUND SERVICE ALERT (USA i-800-227-2600) AT LEAST 48 -HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL CAREFULLY EXCAVATE, AS NECESSARY, TO CONFIRM UTILITY LOCATIONS, AND WHEN WORKING IN THE VICINITY OF UTiUTIES. ANY DAMAGE TO UTILITIES THAT ARE TO BE PROTECTED IN PLACE OR DESIGNATED TO REMAIN WHICH IS CAUSED BY ANY PERSON, VEHICLE, EQUIPMENT, OR TOOL RELATED TO THE EXECUTION OR INSTALLATION OF WORK UNDER THE CONTRACT SHALL BE REPAIRED IMMEDIATELY AND AT NO ADDITIONAL EXPENSE TO THE OWNER. CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORK. 4. BASE INFO: BASE INFORMATION INCLUDING THE LOCATION OF PROPERTY LINES, EASEMENTS, BUILDINGS, ROADS, AND CURBS HAVE BEEN PROVIDED BY THE CIVIL ENGINEER. BUILDING FOOTPRINTS HAVE BEEN PROVIDED BY THE ARCHITECT. FOR ADDITIONAL INFORMATION, REFER TO THE ARCHITECT AND CIVIL ENGINEER DRAWINGS. 5. CONFLICTS: WERE PLANS AND/OR SPECIFICATIONS ARE FOUND TO BE IN CONFUCT, OR WHERE VARIOUS ITEMS OF WORK ARE SEEN TO BE IN CONFLICT, IMMEDIATELY NOTIFY THE OWNER AND/OR LANDSCAPE ARCHITECT FOR DIRECTION PRIOR TO PROCEEDING NTH WORK. 6. DESIGN CONSULTANT ADVISORY: ADVISE CONSTRUCTION AND OPERATIONS NTH THE PROJECTS DESIGN CONSULTANTS FOR WORK INDICATED HEREIN. INFORM OWNER AND LANDSCAPE ARCHITECT ON THE PREFERRED CONSTRUCTION SCHEDULE PRIOR TO THE WORK BEING PERFORMED. ADJUST CONSTRUCTION SCHEDULE ACCORDINGLY BASED ON A MUTUALLY -AGREEABLE TIMETABLE. NOTIFY OWNER AND LANDSCAPE ARCHITECT IF CHANGE TO CONSTRUCTION SCHEDULE IS REQUIRED DUE TO DIFFERENCES IN ACTUAL CONSTRUCTION PROGRESS. INCLUDE THE PROJECTS DESIGN CONSULTANTS AT PRE -INSTALLATION MEETINGS COVERING PORTIONS OF THE WORK THAT ARE RELATED. NOTIFY LANDSCAPE ARCHITECT IF CHANGES TO CONSTRUCTION SCHEDULE ARE REQUIRED DUE TO DIFFERENCES IN ACTUAL CONSTRUCTION PROGRESS, 7. CLEAN UP: CONTRACTOR SHALL REMOVE LITTER AND DEBRIS FROM THE PROJECT SITE AS REQUIRED TO KEEP SITE IN AN ORDERLY FASHION. DUST CONTROL MEASURES SHAD BE EXERCISED. NOTE: INSPECTION SCHEDULE SHALL BE DETERMINED AT PRE -CONSTRUCTION MEETING NTH LANDSCAPE INSPECTOR. (MINIMUM 48-HOUR NOTICE REQUIRED FOR PRE -CONSTRUCTION MEETING. BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 EEE ELV.+1058.40 (NAVD88) N/A MS 4279 I.P. NO 740004 COUNTY OF RIVERSIDE L001 TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS COVER SHEET & NOTES 02 60 _ OF SHTS FOR: W, 0. COUNTY loz FORESTAR TOSCANA, LLC FILE NO. 7 n ¢ LJ z w F- © w z U L ¢ SYMBOL 0 Q ¢ z z COMMON NAME Li r SPACING MINIMUM SIZE w WUCOLS Q REMARKS LASTHENIA CALIFORNICA z 7 -- C10 z SEE SPECIFICATIONS, MINIMUM 95% SEED PURITY & 90% SEED GERMINATION. TO RECEIVE TEMPORARY IRRIGATION SYSTEM. o^ z 2 U Ld O `z J C/-) < LLJ 24" BOX Of o m 1/L406 LOW Uz O gn 0. J I STRAWBERRY TREE 32 9200- LAWNS & GRASSES (MIN. 3 TRUNKS) ARTEMISIA DOUGLASIANA I- w CC EXTERIOR ¢ J O LLjC z 0 _o (5' CLEAR TRUNK BROOM BACCHARIS 1 EPILOBIUM CANUM SSP. CANUM CALIFORNIA FUCHSIA PLANTS LL w CALIFORNIA BUCKWHEAT 5 z ¢U HEIGHT) z t - _J w 0.5 ¢ rs ¢ WHITE SAGE z O CERCIS OCCIDENTALIS WESTERN REDBUD a- MULTI -TRUNK (MIN. 3 TRUNKS) PER PLAN w 0 LOW LL CL Cr zCL o U ¢ z 5/1_401 >o U O � O z � HEIGHT y U � w w a ¢ = 0 CHILOPSIS LINEARIS o cn w MULTI -TRUNK w z 1/1_406 > U ¢ O = w (MIN. 2 TRUNKS) [If C) w O_ ¢ w 2- z O U) Of w LO OfM O 0 SYMBOL 0 COMMON NAME Li r SPACING MINIMUM SIZE Z WUCOLS Q REMARKS LASTHENIA CALIFORNICA CALIFORNIA GOLDFIELDS 2 -- C10 32 9200- LAWNS & GRASSES SEE SPECIFICATIONS, MINIMUM 95% SEED PURITY & 90% SEED GERMINATION. TO RECEIVE TEMPORARY IRRIGATION SYSTEM. SALVIA COLUMBARIAE REGION 4 2 d TREES `z 3 ARBUTUS UNEDO 'MARINA' LLJ 24" BOX MULTI -TRUNK o TALL: 5' 1/L406 LOW 32 9300- FULL, DENSE GROWTH, PREMIUM 0. -- STRAWBERRY TREE 32 9200- LAWNS & GRASSES (MIN. 3 TRUNKS) ARTEMISIA DOUGLASIANA I- w cr EXTERIOR U� O LLjC MULE FAT 3 (5' CLEAR TRUNK BROOM BACCHARIS 1 EPILOBIUM CANUM SSP. CANUM CALIFORNIA FUCHSIA PLANTS SYMMETRICAL, WELL- ROOTED, AS CALIFORNIA BUCKWHEAT 5 z FELT -LEAVED YERBA SANTA HEIGHT) ISOCOMA MENZEISII GOLDENBUSH 0.5 SALVIA APIANA WHITE SAGE z O CERCIS OCCIDENTALIS WESTERN REDBUD O MULTI -TRUNK (MIN. 3 TRUNKS) PER PLAN TALL: 5' WIDE: 4' I= LOW J M MEDIAN/ DECORATIVE GRAVEL Cr DECORATIVE STONE SOLUTIONS INC. SPANISH BLUFF ¢ z 5/1_401 32 1500 AGGREGATE SURFACING U O � J � HEIGHT w � w a z CHILOPSIS LINEARIS ¢ w MULTI -TRUNK PER PLAN TALL: 6' 1/1_406 LOW O (MIN. 2 TRUNKS) ryQ w w w w w z U o z HEIGHT ¢ z Li :2i O CALIFORNIA SYCAMORE 24" BOX CL F-_ — 1/1_406 O ¢ = w f WIDE: 4' � 00 L NOTED AS U w w > Q 36") 1 ``� o O POPULUS FREMONTII <[ i w PER PLAN TALL: 6' w' MEDIUM I U CLEAR TRUNK > U z O ~' ¢ � U J 7 ¢ I1 n< In" PRUNUS ILICIFOLIA 4 ¢ STANDARD PLANTING LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME SIZE FORM SPACING MINIMUM SIZE DETAIL WUCOLS SPEC. SEC. REMARKS LASTHENIA CALIFORNICA CALIFORNIA GOLDFIELDS 2 -- NOT LISTED (LOW) 32 9200- LAWNS & GRASSES SEE SPECIFICATIONS, MINIMUM 95% SEED PURITY & 90% SEED GERMINATION. TO RECEIVE TEMPORARY IRRIGATION SYSTEM. SALVIA COLUMBARIAE REGION 4 2 TREES DWARF PLANTAIN 3 ARBUTUS UNEDO 'MARINA' 'MARINA' HYBRID 24" BOX MULTI -TRUNK PER PLAN TALL: 5' 1/L406 LOW 32 9300- FULL, DENSE GROWTH, PREMIUM 0. -- STRAWBERRY TREE 32 9200- LAWNS & GRASSES (MIN. 3 TRUNKS) ARTEMISIA DOUGLASIANA WIDE: 4' 4 ' EXTERIOR SELECT GRADE, SPECIMEN QUALITY, 2 BACCHARIS SAILICIFOLIA MULE FAT 3 (5' CLEAR TRUNK BROOM BACCHARIS 1 EPILOBIUM CANUM SSP. CANUM CALIFORNIA FUCHSIA PLANTS SYMMETRICAL, WELL- ROOTED, AS CALIFORNIA BUCKWHEAT 5 ERIODICTYON CRASSIFOLIUM FELT -LEAVED YERBA SANTA HEIGHT) ISOCOMA MENZEISII GOLDENBUSH 0.5 SALVIA APIANA WHITE SAGE NURSERY TAGGED AND FIELD ACCEPTED BY LANDSCAPE ARCHITECT, O CERCIS OCCIDENTALIS WESTERN REDBUD 24" BOX MULTI -TRUNK (MIN. 3 TRUNKS) PER PLAN TALL: 5' WIDE: 4' 1/L406 LOW P7 MEDIAN/ DECORATIVE GRAVEL 3"-8" COBBLE DECORATIVE STONE SOLUTIONS INC. SPANISH BLUFF (5 CLEAR TRUNK ROCK AVAILABLE THROUGH: DECORATIVE STONE SOLUTIONS [WWW.DECORATIVESTONESOLUTIONS.COM]. 5/1_401 32 1500 AGGREGATE SURFACING 800 SQ. FT. HEIGHT CHILOPSIS LINEARIS DESERT WILLOW 24" BOX MULTI -TRUNK PER PLAN TALL: 6' 1/1_406 LOW O (MIN. 2 TRUNKS) WIDE: 4' (5' CLEAR TRUNK HEIGHT PLATANUS RACEMOSA CALIFORNIA SYCAMORE 24" BOX MULTI -TRUNK PER PLAN TALL: 8' 1/1_406 MEDIUM OM (UNLESS (MIN.2 TRUNKS) (5' WIDE: 4' NOTED AS CLEAR TRUNK 36") 1 HEIGHT POPULUS FREMONTII WESTERN COTTONWOOD #15 STANDARD (5' PER PLAN TALL: 6' 1/1_406 MEDIUM CLEAR TRUNK WIDE: 3' HEIGHT) PRUNUS ILICIFOLIA CATALINA CHERRY #15 STANDARD PER PLAN TALL: 5' 1/1_406 VERY LOW SPP. LYONII WIDE: 4' QUERCUS AGRIFOLIA COAST LIVE OAK 24" BOX MULTI -TRUNK PER PLAN TALL: 7' 1/1_406 LOW O (UNLESS (MIN.2 TRUNKS) (5' WIDE: 4' NOTED) CLEAR TRUNK HEIGHT + QUERCUS ENGELMANNII MESA OAK 24" BOX STANDARD (5' CLEAR TRUNK PER PLAN TALL: 7' WIDE: 4' 1/1_406 LOW HEIGHT) SHRUBS ® HETEROMELES ARBUTIFOLIA TOYON #15 STANDARD PER PLAN TALL: 48" 1/1_405 LOW 32 9300- FULL/SYMMETRICAL IN NURSERY WIDE: 30" EXTERIOR PLANTS CONTAINER; PREMIUM SELECT GRADE; DENSE GROWTH; WELL -ROOTED; AS MALOSMA LAURIANA LAUREL SUMAC #5 STANDARD PER PLAN TALL: 30" 1/1_405 LOW WIDE: 18" FIELD -ACCEPTED BY LANDSCAPE ARCHITECT. RHAMNUS CALIFORNICA 'SAN BRUNO' HYBRID #5 STANDARD PER PLAN TALL: 24" 1/1_405 LOW ® 'SAN BRUNO' COFFEEBERRY WIDE: 18" RHUS OVATA SUGAR BUSH #5 STANDARD PER PLAN TALL: 24" 1/1_405 LOW WIDE: 18" VINES PARTHENOCISSUS BOSTON IVY #3 VINE ON TRELLIS PER PLAN TALL: 36" 1/1_405 MEDIUM ® TRICUSPIDATA WIDE: 12" ORNAMENTAL GRASSES & GROUNDCOVERS m7 CAREX PANSA CALIFORNIA MEADOW PLUG SPREADING GRASS TRIANGULAR TALL: 6" 3/1_405 MEDIUM 32 9300- FULL, DENSE GROWTH, PREMIUM rJu SEDGE 12" O.C. WIDE: CAN FULL EXTERIOR PLANTS SELECT GRADE, SYMMETRICAL, WELL- ROOTED, AND FIELD ACCEPTED BY BACCHARIS PILULARIS 'TWIN TWIN PEAKS HYBRID #1 GROUNDCOVER TRIANGULAR TALL: 6" 3/1_405 LOW PEAKS' DWARF COYOTE BUSH 48" O.C. WIDE: CAN FULL LANDSCAPE ARCHITECT. BOUTELOUA GRACILIS 'BLOND 'BLOND AMBITION' #1 ORNAMENTAL TRIANGULAR TALL: 8" 3/1_405 MEDIUM AMBITION' HYBRID BLUE GAMMA GRASS 12" O.C. WIDE: CAN FULL IVA HAYESIANA HAYES IVA #1 GROUNDCOVER TRIANGULAR TALL: 6" 3/1_405 LOW 48" O.C. WIDE: CAN FULL LEYMUS 'CANYON PRINCE' CANYON PRINCE WILD #1 ORNAMENTAL TRIANGULAR TALL: 12" 3/1_405 MEDIUM RYE GRASS 30" O.C. WIDE: CAN FULL MUHLENBERGIA CARLLARIS PINK MUHLEY #1 ORNAMENTAL TRIANGULAR TALL: 12" 3/1_405 NOT LISTED GRASS 30" WIDE: CAN FULL (MEDIUM) MUHLENBERGIA EMERSLEYt EL EL TORO HYBRID BULL #1 ORNAMENTAL TRIANGULAR TALL: 8 3/1_405 NOT LISTED TORO' GRASS GRASS 30" O.C. WIDE: CAN FULL (MEDIUM) MUHLENBERGIA RIGENS DEER GRASS #1 ORNAMENTAL TRIANGULAR TALL: 12' 3/1_405 MEDIUM LLLLJ GRASS 30" O.C. WIDE: CAN FULL MUHLENBERGIA RIGENS DEER GRASS #1 ORNAMENTAL TRIANGULAR TALL: 12" 3/1_405 MEDIUM LLLLJ GRASS 36" O.C. WIDE: CAN FULL OPUNTIA LITTORALIS COASTAL PRICKLY PEAR #1 STANDARD TRIANGULAR TALL: 12" 4/1_405 LOW 24" O.C. WIDE: 6" SALVIA 'BEE'S BLISS' BEE'S BLISS SAGE #1 GROUNDCOVER TRIANGULAR TALL: 8" 3/1_405 LOW 48" O.C. WIDE: CAN FULL SALVIA MELLIFERA 'TERRA BLACK SAGE #1 GROUNDCOVER TRIANGULAR TALL: 6" 3/1_405 LOW SECA' 48" O.C. WIDE: CAN FULL SUCCULENTS ISI AGAVE AMERICANA CENTURY PLANT #5 SUCCULENT PER PLAN TALL: 24" 4/1_405 LOW 32 9300- FULL/SYMMETRICAL IN CONTAINER, WIDE: 24" EXTERIOR PLANTS PREMIUM -GRADE, DENSE GROWTH, WELL -ROOTED, FREE OF ANY HESPERALOE PARMFOLIA RED YUCCA #5 SUCCULENT PER PLAN TALL: 18" 4/1_405 LOW WIDE: 18° BLEMISHES, SCARS OR DEAD GROWTH AT ENDS, AS FIELD -ACCEPTED BY LANDSCAPE ARCHITECT. 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 Uti IL AN ENCROACHMENT PERMIT ANDOR A GRADING PER HAS BEEN ISSUED. 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 far determining an acceptable solution and revising the plans for annrnval by the cmm}v ENGINEER RESTORATION NYDROSEED PLANTING LEGEND SYMBOL TYPE SCIENTIFIC NAME COMMON NAME LBS./ACRE DETAIL WUCOLS-4 SPEC. SEC. REMARKS QUANTITY UPLAND NATIVE RESTORATION MIX LASTHENIA CALIFORNICA CALIFORNIA GOLDFIELDS 2 -- NOT LISTED (LOW) 32 9200- LAWNS & GRASSES SEE SPECIFICATIONS, MINIMUM 95% SEED PURITY & 90% SEED GERMINATION. TO RECEIVE TEMPORARY IRRIGATION SYSTEM. SALVIA COLUMBARIAE CHIA 2 PLANTAGO ERECTA DWARF PLANTAIN 3 MELICA IMPERFECTA MELIC 4 STIPA PULCHRA PURPLE NEEDLEGRASS 9 LOWLAND NATIVE RESTORATION MIX AMBROSIA PSILOSTACHYA WESTERN RAGWEED 5 -- NOT LISTED (LOW) 32 9200- LAWNS & GRASSES SEE SPECIFICATIONS, MINIMUM 95% SEED PURITY & 90% SEED GERMINATION. TO RECEIVE TEMPORARY IRRIGATION SYSTEM. ARTEMISIA DOUGLASIANA MUGWORT 4 ' ARTEMISIA DRACUNCULUS TARRAGON 2 BACCHARIS SAILICIFOLIA MULE FAT 3 BACCHARIS SAROTHROIDES BROOM BACCHARIS 1 EPILOBIUM CANUM SSP. CANUM CALIFORNIA FUCHSIA 1 ERIOGONUM FASCICULATUM CALIFORNIA BUCKWHEAT 5 ERIODICTYON CRASSIFOLIUM FELT -LEAVED YERBA SANTA 1 ISOCOMA MENZEISII GOLDENBUSH 0.5 SALVIA APIANA WHITE SAGE 2 PAVING LEGEND SYMBOL KEY ITEM MATERIAL COLOR FINISH REMARKS DETAIL SPEC. SEC. QUANTITY SUBSURFACE DRIP P1 C.I.P. CONCRETE SIDEWALK C.I.P. CONCRETE PALOMINO - DAVIS # 5447 BROOM PEDESTRIAN THICKNESS. TOOLED JOINTS. SEE DETAILS. 1/1_401 32 1313 CONCRETE PAVING 2,825 SQ. FT. P2 DECOMPOSED GRANITE" TRAIL (COMMUNITY TRAIL) STABILIZED DECOMPOSED GRANITE W/ CONCRETE HEADER DECORATIVE STONE SOLUTIONS INC. SPANISH BLUFF D.G. N/A PER RIVERSIDE COUNTY STANDARDS. L404 32 1513 D.G. PAVING 24,270 SQ. FT. MONUMENT WALL (E3 MAINTENANCE STRIP C.I.P. INTEGRAL COLOR CONCRETE PALOMINO - DAVIS # 5447 TOPCAST 75 PEDESTRIAN THICKNESS, TOOLED JOINTS. SEE DETAILS. 2,3,4/1_401 32 1313 CONCRETE PAVING 17,700 SQ. FT. . Ci ' CP4)DECORATIVE HARD SWALE/ GRAVEL 3"-8" COBBLE DECORATIVE STONE SOLUTIONS INC. SPANISH BLUFF N/A REFER TO CIVIL FOR DETAILS AND SPECIFICATIONS. PER CIVIL 32 1500 AGGREGATE SURFACING 17,900 SQ. FT. GROUTED Y-8" INC. SPANISH P5 V -CHANNEL PER CIVIL PALOMINO - DAVIS # 5447 PER CIVIL REFER TO CIVIL FOR DETAILS AND SPECIFICATIONS. PER CIVIL PER CIVIL PER CIVIL BLUFF 06 C.I.P. CONCRETE DRIVEWAY PER CIVIL PALOMINO - DAMS # 5447 PER CIVIL REFER TO CIVIL FOR DETAILS AND SPECIFICATIONS, PER CIVIL PER CIVIL PER CIVIL 1777-7 P7 MEDIAN/ DECORATIVE GRAVEL 3"-8" COBBLE DECORATIVE STONE SOLUTIONS INC. SPANISH BLUFF N/A ROCK AVAILABLE THROUGH: DECORATIVE STONE SOLUTIONS [WWW.DECORATIVESTONESOLUTIONS.COM]. 5/1_401 32 1500 AGGREGATE SURFACING 800 SQ. FT. SITE FURNISHING LEGEND SYMBOL KEY ITEM MATERIAL COLOR FINISH REMARKS DETAIL SPEC. SEC. QUANTITY SUBSURFACE DRIP TRAIL FENCING PER RIVERSIDE COUNTY STANDARD PER RIVERSIDE COUNTY PER RIVERSIDE COUNTY PER RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS. L404 PER RCTD STANDARDS 4,822 LIN. FT. STANDARD - TAN STANDARD MONUMENT WALL CIP CONCRETE WALL DECORATIVE DRY -STACK REINFORCED CIP WALL PER STRUCTURAL ENGINEER. 1/1_402 04 4300 1 W/ MORTAR SET & STONE SOLUTIONS EFFECT 32 1323 GROUTED Y-8" INC. SPANISH COBBLE BLUFF APO, PREPARED BY: H $ 0 %Tell SWA GROUP 570 GLENNEYRE STREET SIG A LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 Vrq�. GATE PER COUNTY F OF C N�E RENSIGNs COUNTYCERT NO.3286, EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 _EE; E_V.+1058.40 (NAVD88) SCALE: N/A MS 4279 I.P. NO 140004 OOUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS LEGENDS FORESTAR TOSCANA, LLC W COUNTY FILE N0, SHEET N0.' L002 l 03 60 OE_ SH TS • �• • All � SYSTEM e • __. — : INS NMI POINT TO POINT POINT TO POINT SUBSURFACE DRIP SUBSURFACE DR iTEMPORARY LOW-WATER USE ROTOR APO, PREPARED BY: H $ 0 %Tell SWA GROUP 570 GLENNEYRE STREET SIG A LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 Vrq�. GATE PER COUNTY F OF C N�E RENSIGNs COUNTYCERT NO.3286, EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 _EE; E_V.+1058.40 (NAVD88) SCALE: N/A MS 4279 I.P. NO 140004 OOUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS LEGENDS FORESTAR TOSCANA, LLC W COUNTY FILE N0, SHEET N0.' L002 l 03 60 OE_ SH TS ''. 0 W "7" � z z ¢o W — NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK o o WITHIN THE ROAD RIGHT-OF-WAY ONLY. U TNOTE: Li o Q o WORK CONTAINED WITHIN THESE PLANS "`^^"`VW/ Mew"^^"Vvvvvm SHALL NOT COMMENCE UNTIL AN Y Q DIAL ENCROACHMENT PERMIT AND/OR A U TWO WORKING GRADING PERMIT HAS BEEN ISSUED. tW W BEFORE )DAYS BEFORE U y U YOU OIG YOU DIG O r r The private landscape architect Signing these plans is responsible for assuring TOLL FREE 1-800-227-2600 the accuracy and acceptability of the desire hereon. In the event of discrepancies Q EL A PUBLIC SERVICE BY arising after county approval or during construction, the private landscape architect MARK BY DATE 4 UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable solutio and revising the plans for rove al the counti. ENGINEER REVISIONS APPR. I DA E COUNTY �� NP E ARCy\ Q r\Fonre 8j PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: F-FOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: 1r' = 20r-011 PLANTING LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME TREES 0 z 'MARINA' HYBRID STRAWBERRY TREE z \ a OCHILOPSIS V (D DESERT WILLOW 0■ PLATANUS RACEMOSA CALIFORNIA SYCAMORE Cn WESTERN COTTONWOOD OPRUNUS ILICIFOLIA SPP. LYONII CATAUNA CHERRY OQUERCUS W COAST LIVE OAK QUERCUS ENGELMANNII Q SHRUBS � HETEROMELES ARBUTIFOUA TOYON O MALOSMA LAURIANA LAUREL SUMAC ® RHAMNUS CALIFORNICA SAN BRUNO' z ® RHUS OVATA SUGAR BUSH Q PARTHENOCISSUS TRICUSPIDATA BOSTON IVY ORNAMENTAL GRASSES CAREX PANSA CALIFORNIA MEADOW SEDGE BACCHARIS PILULARIS 'TWIN PEAKS' W m BOUTELOUA GRACILIS 'BLOND AMBITION' 'BLOND AMBITION' HYBRID BLUE GAMMA � IVA HAYESIANA HAYES IVA Qj LEYMUS CONDENSANS 'CANYQ PRINCE' 'CANYON PRINCE' HYBRI GIANT WILD RYE MUHLENBERGIA CAPILLARIS z MUHLENBERGIA EMERSLEYI 'EL TORO' EL TORO' HYBRID BULL GRASS MUHLENBERGIA RIGENS 30" O.C. SPACING DEER GRASS z MUHLENBERGIA RIGENS 36" O.C. SPACING DEER GRASS o� OPUNTIA UTTORALIS COASTAL PRICKLY PEAR SALVIA 'BEE'S BLISS' U z BLACK SAGE � SUCCULENTS O CENTURY PLANT LLI cn RESTORATION HYDROSEED SEE SHEET L002 FOR FULL LEGEND UPLAND NATIVE RESTORATION MIX Q LOWLAND NATIVE RESTORATION MIX m Q z KEY ITEM U O U) C.I.P. CONCRETE SIDEWALK J I 0 P n STABILIZED D.G. W/ CONCRETE HEADER W 0— >— CONCRETEINTEGRAL COLOR C.I.P. Q J SWALE/ DECORATIVE GRAVEL 3"-8" COBBLE z 0 V—CHANNEL PER CIVIL O U Pe CONCRETE DRIVEWAY — FI TRAIL FENCE \ W W CIP CONCRETE WALL W/ MORTARED COBBLE U Q zQ J Of J Q E— Cr m = O w z0Lij O � U z 0 oz Q U U) J W Q = o in U LL1 W z > z O Of Q ary ''. 0 W "7" � z z ¢o W — NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK o o WITHIN THE ROAD RIGHT-OF-WAY ONLY. U TNOTE: Li o Q o WORK CONTAINED WITHIN THESE PLANS "`^^"`VW/ Mew"^^"Vvvvvm SHALL NOT COMMENCE UNTIL AN Y Q DIAL ENCROACHMENT PERMIT AND/OR A U TWO WORKING GRADING PERMIT HAS BEEN ISSUED. tW W BEFORE )DAYS BEFORE U y U YOU OIG YOU DIG O r r The private landscape architect Signing these plans is responsible for assuring TOLL FREE 1-800-227-2600 the accuracy and acceptability of the desire hereon. In the event of discrepancies Q EL A PUBLIC SERVICE BY arising after county approval or during construction, the private landscape architect MARK BY DATE 4 UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable solutio and revising the plans for rove al the counti. ENGINEER REVISIONS APPR. I DA E COUNTY �� NP E ARCy\ Q r\Fonre 8j PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: F-FOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: 1r' = 20r-011 PLANTING LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME TREES 0 ARBUTUS UNEDO 'MARINA' 'MARINA' HYBRID STRAWBERRY TREE OCERCIS OCCIDENTALIS WESTERN REDBUD OCHILOPSIS V IINEARIS DESERT WILLOW 0■ PLATANUS RACEMOSA CALIFORNIA SYCAMORE POPULUS FREMONTII WESTERN COTTONWOOD OPRUNUS ILICIFOLIA SPP. LYONII CATAUNA CHERRY OQUERCUS AGRIFOUA COAST LIVE OAK QUERCUS ENGELMANNII MESA OAK SHRUBS ® HETEROMELES ARBUTIFOUA TOYON O MALOSMA LAURIANA LAUREL SUMAC ® RHAMNUS CALIFORNICA SAN BRUNO' 'SAN BRUNO' HYBRID COFFEEBERRY ® RHUS OVATA SUGAR BUSH VINES PARTHENOCISSUS TRICUSPIDATA BOSTON IVY ORNAMENTAL GRASSES CAREX PANSA CALIFORNIA MEADOW SEDGE BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS HYBRID DWARF COYOTE BUSH BOUTELOUA GRACILIS 'BLOND AMBITION' 'BLOND AMBITION' HYBRID BLUE GAMMA IVA HAYESIANA HAYES IVA Qj LEYMUS CONDENSANS 'CANYQ PRINCE' 'CANYON PRINCE' HYBRI GIANT WILD RYE MUHLENBERGIA CAPILLARIS PINK MUHLEY MUHLENBERGIA EMERSLEYI 'EL TORO' EL TORO' HYBRID BULL GRASS MUHLENBERGIA RIGENS 30" O.C. SPACING DEER GRASS MUHLENBERGIA RIGENS 36" O.C. SPACING DEER GRASS OPUNTIA UTTORALIS COASTAL PRICKLY PEAR SALVIA 'BEE'S BLISS' BEE'S BLISS SAGE SALVIA MELLIFERA 'TERRA SECA' BLACK SAGE � SUCCULENTS AGAVE AMERICANA CENTURY PLANT HESPERALOE PARVIFCIUA RED ALOE RESTORATION HYDROSEED SEE SHEET L002 FOR FULL LEGEND UPLAND NATIVE RESTORATION MIX SEE SHEET L002 FOR FULL LEGEND LOWLAND NATIVE RESTORATION MIX MATERIAL LEGEND SYMBOL KEY ITEM MATERIAL Pi C.I.P. CONCRETE SIDEWALK C.I.P. CONCRETE P DECOMPOSED GRANITE TRAIL STABILIZED D.G. W/ CONCRETE HEADER P3 MAINTENANCE STRIP CONCRETEINTEGRAL COLOR C.I.P. eP4HARD SWALE/ DECORATIVE GRAVEL 3"-8" COBBLE DP5 V—CHANNEL PER CIVIL Pe CONCRETE DRIVEWAY PER CIVIL FI TRAIL FENCE REFER TO COUNTY STANDARD W1 MONUMENT WALL CIP CONCRETE WALL W/ MORTARED COBBLE SEE SHEET LG02 FOR FULL LEGEND 80 ' 1 NORTH MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE L 10 1 TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS MATERIAL & PLANTING PLAN 05 60 OF SHTS FOR: W.O. COUNTY J� j FORESTAR TOSCANA, LLC FILE d w z U U5 LLJ <C 0 U <c J J S U Fn lyw > O Y U iw U a LJ W z Z W 0 V) ry w O U w S U z zt J 0_ 0 z Q in IY Q w z � a � w O O O m U w J m Q Z U o J Q W Z � Q n w w U o z <t z > O cr— P7- 0 Q L� I— a o In O z ry U > O m U m Q IL 2_1 Q a J W Z DIAL BEFORE YOU DIG co J W Z A AT7TD 17 TWO WORKING DAYS BEFORE YOU DIG TOLL FREE 00-227-2800 A PUBLIC SERVICE UNDERGROUND SERVICE ALER NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 0 10 20 40 80 WITHIN THE ROAD RIGHT-OF-WAY ONLY. n NOTE: WORK CONTAINED WITHIN THESE PLANS oSCNPE ARCM SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR Ae GRADING' PER HAS BEEN ISSUED. b� SIGN TUR the private landscape architect signing these plans is respasale for assuring the accuracy and acceptabity of the design hereon. In the event of discrepancies st DATE arising after county approval or during construction, the private landscape architect MARK BY DATE APPR. DATE 9tf �E�� shall be responsible for determining an acceptable solution and revising ',he plans for RENSONS OF C NV aoorovN by Ill nuniv. ENGNEER COUNTY PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 7' A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: 111 = 201-011 PLANTING LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME TREES ARBUTUS UNEDO 'MARINA' 'MARINA' HYBRID STRAWBERRY TREE OCERCIS OCCIDENTALIS WESTERN REDBUD OCHILOPSIS v UNEARIS DESERT MLLOW ■ PLATANUS RACEMOSA CALIFORNIA SYCAMORE POPULUS FREMONTII WESTERN COTTONWOOD O• PRUNUS ILICIFOLIA SPP. LYONII CATALINA CHERRY OQUERCUS AGRIFOLIA COAST LIVE OAK QUERCUS ENGELMANNII MESA OAK SHRUBS HETEROMELES ARBUTIFOUA TOYON ® MALOSMA LAURIANA LAUREL SUMAC ® RHAMNUS CALIFORNICA 'SAN BRUNO' 'SAN BRUNO' HYBRID COFFEEBERRY ® RHUS OVATA SUGAR BUSH VINES ® PARTHENOCISSUS TRICUSPIDATA BOSTON IVY ORNAMENTAL GRASSES CAREX PANSA CALIFORNIA MEADOW SEDGE BACCHARIS PILULARIS 'TWIN PEAKS' TON PEAKS HYBRID DWARF COYOTE BUSH BOUTELOUA GRACILIS 'BLOND AMBITION' 'BLOND AMBITION' HYBRID BLUE GAMMA IVA HAYESIANA HAYES IVA LEYMUS CONDENSATUS 'CANYO PRINCE' 'CANYON PRINCE' HYBRI GIANT WILD RYE MUHLENBERGIA CAPILLARIS PINK MUHLEY , % MUHLENBERGIA EMERSLEYI 'EL TORO' 'EL TORO' HYBRID BULL GRASS MUHLENBERGIA RIGENS 30" O.C. SPACING DEER GRASS MUHLENBERGIA RIGENS 38" O.C. SPACING DEER GRASS ;,. f� OPUNTIA LITTORAUS COASTAL PRICKLY PEAR SALVIA 'BEE'S BLISS' BEE'S BLISS SAGE r SALVIA MELLIFERA 'TERRA SECA' BLACK SAGE SUCCULENTS AGAVE AMERICANA CENTURY PLANT HESPERALOE PARVIFOUA RED ALOE RESTORATION HYDROSEED SEE SHEET L002 FOR FULL LEGEND UPLAND NATIVE RESTORATION MIX SEE SHEET L002 FOR FULL LEGEND LOWLAND NATIVE RESTORATION MIX MATERIAL LEGEND SYMBOL KEY ITEM MATERIAL p1 C.I.P. CONCRETE SIDEWALK C.I.P. CONCRETE P2 DECOMPOSED GRANITE TRAIL STABILIZED D.G. W/ CONCRETE HEADER p3 MAINTENANCE STRIP COLOR C.I.P. INTEGRCONCRETE 17777-1 4 HARD-SWALE/ DECORATIVE GRAVEL Y-8- COBBLE P5 V -CHANNEL PER CIVIL P8 CONCRETE DRIVEWAY PER CIVIL �� Ft TRAIL FENCE REFER TO COUNTY STANDARD WI MONUMENT WALL CIP CONCRETE WALL W/ MORTARED COBBLE SEE SHEET L002 FOR FULL LEGEND MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS MATERIAL & PLANTING PLAN IW. 0. I COUNTY (0 FORESTAR TOSCANA, LLC FILE N 0. G SHEET NO L1 02 06 60 OF SH TS n n n Q �I w Q z w F- C� w z U wFy Q D SYMBOL 0 z a G) ry M z z d f- COMMON NAME TREES (D ARBUTUS UNEDO 'MARINA' 0 w OCCIDENTALIS � � UNEARIS DESERT WILLOW � PLATANUS RACEMOSA z Z POPULUS FREMONTII � Z � O O AGRIFOLIA U z ) mJ SHRUBS ® Li TOYON U O < s Q Z 'SAN BRUNO' HYBRID COFFEEBERRY 0 RHOS OVATA ,n VINES n Z U BOSTON IVY 2 W CAREX PANSA m Of BACCHARIS PILULARIS 'TWIN PEAKS' Q w BOUTELOUA GRACILIS 'BLOND AMBITION' z r O DIVA Q w n U � E- z U o \ w w z LTJ I U Q z � wQ Ir _J 1 <<F� -z;< �_ SUCCULENTS ry q = CENTURY PLANT O w Ld Of RED ALOE U rz w SEE SHEET L002 FOR FULL LEGEND z � O SEE SHEET L002 FOR FULL LEGEND U j SYMBOL z O MATERIAL O Z PI C.I.P. CONCRETE SIDEWALK Q U P2 w STABILIZED D.G. W/ CONCRETE HEADER Q _ o0 U 7777�P3 w w z P4 > z Q o J V -CHANNEL Q n m ry PER CIVIL ry d EL 0 w Z U F w_ Q SYMBOL r-) z Q U� LLj_ z Q n w COMMON NAME TREES (D ARBUTUS UNEDO 'MARINA' cf) O LLJ m OCCIDENTALIS \ OCHILOPSIS v UNEARIS DESERT WILLOW � PLATANUS RACEMOSA � s z POPULUS FREMONTII O Of Z SPP. LYONII U O AGRIFOLIA w Q QUERCUS ENGELMANNII 7ESA mJ SHRUBS ® Q Z TOYON U O L0 ® J 'SAN BRUNO' HYBRID COFFEEBERRY 0 RHOS OVATA w VINES n Z Of BOSTON IVY Q 'I J CAREX PANSA CALIFORNIA MEADOW SEDGE BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS HYBRID DWARF COYOTE BUSH BOUTELOUA GRACILIS 'BLOND AMBITION' 'BLOND AMBITION' HYBRID BLUE GAMMA DIVA Q w n W w w z U o 'EL TORO' HYBRID BULL GRASS z Q z LTJ I o DEER GRASS OPUNTIA UTTORALIS COASTAL PRICKLY PEAR O Q BEE'S BLISS SAGE 1 <<F� SALVIA MELLIFERA 'TERRA SECA' �_ SUCCULENTS o0 AGAVE AMERICANA CENTURY PLANT Ld Of RED ALOE U rz w SEE SHEET L002 FOR FULL LEGEND � SEE SHEET L002 FOR FULL LEGEND O z O SYMBOL KEY ITEM MATERIAL PI C.I.P. CONCRETE SIDEWALK V) I -- -o Q 0 P2 w STABILIZED D.G. W/ CONCRETE HEADER w _ � U 7777�P3 > U z P4 O Q U w V -CHANNEL CL Q n m ry PER CIVIL 0- C:) r - J LU Z Z d DIAL BEFORE YOU DIG TOLL FREE WORKING S BEFORE YOU DIG I-800-227-2800 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 SUED. the accuracy and acceptability of the design hereon. In the event of discrepancies arisag after county approval of during construction, the private landscape architect MARK BY DATE shall be responsible far determining an acceptable solution and revising the plans for nnnrnW by the minty. ENGINEER RENSIONS APPR. DATE COUNTY ARy� sr 7 �Z '►!S ,� �F OFAFCCP�\F�� . * 4L, MEL PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.547'/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: D ID 2D MATCH LINE L104 40 BD r FTOS301.A PLANTING LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME TREES (D ARBUTUS UNEDO 'MARINA' 'MARINA' HYBRID STRAWBERRY TREE OCERCIS OCCIDENTALIS WESTERN REDBUD OCHILOPSIS v UNEARIS DESERT WILLOW 01 PLATANUS RACEMOSA CALIFORNIA SYCAMORE POPULUS FREMONTII WESTERN COTTONWOOD OPRUNUSICIFOLIA SPP. LYONII CATALINA CHERRY OQUERCUS AGRIFOLIA COAST LIVE OAK QUERCUS ENGELMANNII 7ESA OAK SHRUBS ® HETEROMELES ARBUTIFOUA TOYON MALOSMA LAURIANA LAUREL SUMAC ® RHAMNUS CALIFORNICA SAN BRUNO' 'SAN BRUNO' HYBRID COFFEEBERRY 0 RHOS OVATA SUGAR BUSH VINES ® PARTHENOCISSUS TRICUSPIDATA BOSTON IVY ORNAMENTAL GRASSES J CAREX PANSA CALIFORNIA MEADOW SEDGE BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS HYBRID DWARF COYOTE BUSH BOUTELOUA GRACILIS 'BLOND AMBITION' 'BLOND AMBITION' HYBRID BLUE GAMMA DIVA HAYESIANA HAYES IVA LEYMUS CONDENSATUS 'CANYO PRINCE' 'CANYON PRINCE' HYBRI, GIANT WILD RYE MUHLENBERGIA CAPILLARIS PINK MUHLEY MUHLENBERGIA EMERSLEYI 'EL TORO' 'EL TORO' HYBRID BULL GRASS MUHLENBERGIA RIGENS 3D" O.C. SPACING DEER GRASS I MUHLENBERGIA RIGENS 36" O.C. SPACING DEER GRASS OPUNTIA UTTORALIS COASTAL PRICKLY PEAR SALVIA 'BEE'S BLISS' BEE'S BLISS SAGE 1 <<F� SALVIA MELLIFERA 'TERRA SECA' BLACK SAGE SUCCULENTS AGAVE AMERICANA CENTURY PLANT HESPERALOE PARVIFOLIA RED ALOE RESTORATION HYDROSEED SEE SHEET L002 FOR FULL LEGEND UPLAND NATIVE RESTORATION MIX SEE SHEET L002 FOR FULL LEGEND LOWLAND NATIVE RESTORATION MIX MATERIAL LEGEND SYMBOL KEY ITEM MATERIAL PI C.I.P. CONCRETE SIDEWALK C.I.P. CONCRETE P2 DECOMPOSED GRANITE TRAIL STABILIZED D.G. W/ CONCRETE HEADER MAINTENANCE STRIP INTEGRAL CONCRETE COLOR C.I.P. 7777�P3 P4 HARD SWALE/ DECORATIVE GRAVEL 3"-B" COBBLE P5 V -CHANNEL PER CIVIL CONCRETE DRIVEWAY PER CIVIL TRAIL FENCE REFER TO COUNTY STANDARD /� ( WI MONUMENT WALL CIP CONCRETE WALL W/ MORTARED COBBLE SEE SHEET L002 FOR FULL LEGEND BENCHMARK: MS 4279 I.P. NO 140004 NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 7' A 77 COUNTY OF RIVERSIDE PID: DX5558 TEMESCAL CANYON ROAD 2 !NCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE STREET IMPROVEMENT PLANS BURIED ( AVD88) 4 FEET ELV.+1058.40 MATERIAL & PLANTING PLAN FORESTAR TOSCANA, LLC W, 0. FILE NO. SHEET NO. L103 07 60 OF SHTS MATCH LINE L103 i r , Q ; „ > \ f _ \ , r. w - _ h - W o� - , 0 4 y y_ _ _v_ G? • / �O . _ LLJ , \ / �g \ \ M1 �� \ 'JO, CIVIL) .T �• '\a y� , ` 4 , LLJQ� ED Ilk, �. CURB, FER , Z \ v _ _ --- „ w O \♦ - \ \ a�,' ' `, • �♦ TO CIVIL 1�YP. , h , \� ♦ ` LLJ CID \ \ ♦ e Of Q _r J \ ♦ 100 SHRUBS FLOOD PLAIN \ `, ,. I , O t— , _ _ , U ` PLANTING .. , , ` l�♦ 7,—,SINGLE ROW PL w \ „ \, _ r MIm L , U a \ ♦ _ �Mt# TYP Z \ , \ \♦ _ , — Q ` SITE IBILITY , \, ry w ZONA, \ \ \♦ t ♦ O - t w Q0 lkk, / / \ I V) EL Q , W w Y U t; _ 4 f 4 r Cl- \' ti\ `� - , ,\ ft <t C .. , '\ = _, ♦ / ••H• �'-... , TRAIL r PER CIVIL) /TVP. tt •• \\ , f CONCRE �' DRIVEWAY \ \ • t� \ ��, ' \ / (PER �VIL) TYP. O •♦ �'� NOTE: THIS AREA TO BE _\, ♦ *z MAINTAINED BY THE HOA. \\ �� ♦�. Z 4 \ t 4 `F LLJ�. yZl\v v� • �� ,� \ `�, ,.. •` TYP \\ \ Y.. P ♦ 00 t `\ i7777 W z 1 •� L0 a CD , W `' _ Z \ f• I— , • s.INTEGRAL LY_l LLJv V y Z •• �~ \ �� Z o 0 Z O CL�MATCH LINE L105 O w <A' Q Q � U Z to c J O d w n z Of <t w rY O Q W W w W W Z U 0 z Z Q Z SEE SHEET L002 FOR w O FULL LEGEND Q nn ,� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK o to 20 ao Bo � O O I V Ul WITHIN THE ROAD RIGHT-OF-WAY ONLY. NORTH U NOTE: BENCHMARK: SHEET NO. > PREPARED BY: MS 4279 1.P. NO 140004 Q o WORK CONTAINED WITHIN THESE PLANS S�pPE ARS DNOSES (NATIONAL GEODETIC soevE) L1 0 ' o cc A SHALL NOT COMMENCE UNTIL AN ��'� q�0' H fF DESIGNATION: r A 77 COUNTY OF R1 SIDE < ~ 1 NCROACHMFNT PERMIT AND OR A `r PID: DX5558 TEMESCAL CANYON ROAD U Q DIAL TWO WORKING SWA GROUP a 2 INCH BRASS DISK CEMENTED IN GRADING PERMIT HAS BEEN SSUED. STREET IMPROVEMENT PLANS w 0 U BEFORE 0 DAYS BEFORE: 570 OLF NNEYRE STREET A 2 INCH IRON PIPE IN CONCRETE p U y U YOU DIG LLJ YOU DIG s. NATU LAGUNA BEACH CA 92651 BURIED 0.4 FEET ELV,+1058.40 Q$ �� O C) The Ovate landscape architect signing these plans is responsible for assuring J ..2 \� PHONE 949.497.5471 FAX 949.494.7861 (NAVD88) MATERIAL & PLANTING PLAN _ OF 5HT5 Z U TOLL FREE 1-800-227-2600 the accuracy and acceptability of the design hereon, In the event of discrepancies r1 DA EAf 0- `C A PUBLIC SERVICE BY arising after county approval a during construction, the private landscape architect MARK BY I DATE APPR. DATE tF �E�� FTOS301 . A FOR: W. 0. COUNTY LL a- shall be ra onsiA for deterrninin an acceptable solution and r6sin the las for RENSGN$ F C A� SCALE: 11 _ u p UNDERGROUND SERVICE ALERT approval b�hecouni, g g p ENGINEER COUNTY CERT N0.3286, EXP 122017 DATE: -2Q-Q FORESTAR TOSCANA, LLC FILE N0_441 1 . 2 s PLANTING LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME TREES ARBUTUS UNEDO 'MARINA' 'MARINA' HYBRID STRAWBERRY TREE OCERGS OCCIDENTALIS WESTERN REDBUD OCHILOPSIS LINEARIS DESERT WILLOW PLATANUS RAGEMOSk CALIFORNIA SYCAMORE POPULUS FREMONTII WESTERN COTTONWOOD OPRUNUS ILIGFOLIA CATALINA CHERRY SPP. LYONII OQUERCUS AGRIFOLIA COAST LIVE OAK QUERCUS ENGELMANNII MESA OAK SHRUBS ® HETEROMELES ARBUTIFOLIA TOYON O MALOSMA LAURIANA LAUREL SUMAC ® RHAMNUS CAUFORNICA 'SAN BRUNO' HYBRID 'SAN BRUNO' COFFEEBERRY ® RHUS OVATA SUGAR BUSH VINES PARTHENOGSSUS BOSTON IVY ® TRIGUSPIDATA ORNAMENTAL GRASSES J;\t- GAREX PANSA CALIFORNIA MEADOW SEDGE BACCHARIS PILULkRIS 'TWIN TWIN PEAKS HYBRID ' PEAKS' DWARF COYOTE BUSH BOUTELOUA GRACILIS 'BLOND 'BLOND AMBITION' AMBITION' HYBRID BLUE GAMMA LVA HAYESIANA HAVES LVA DLEYMUS CONDENSATUS 'CANYO 'CANYON PRINCE' NYBRI ' PRINCE' DANT WILD RYE MUHLENBERGIA CAPILLARIS PINK MUNLEY i�i� MUHLENBERGIA EMERSLEYI 'EL TORO' HYBRID BULL 'EL TORO' GRASS MUHLENBERGIA RIGENS 30" DEER GRASS O.C. SPACING MUHLENBERGIA RIGENS 38" DEER GRASS O.C. SPACING OPUNTIA LITTORALIS COASTAL PRICKLY PEAR r SALVIA 'BEE'S BLISS' BEE'S BLISS SAGE SALVIA MELLIFERA 'TERRA BLACK SAGE SECA' SUCCULENTS AGAVE AMERICANA CENTURY PLANT � HESPERALOE PARVIFOLIk RED ALOE RESTORATION WYDROSEED SEE SHEET L002 FOR UPLAND NATIVE FULL LEGEND RESTORATION MIX SEE SHEET L002 FOR LOWLAND NATIVE FULL LEGEND RESTORATION MIX MATERIAL LEGEND SYMBOL KEY ITEM MATERIAL C.I.P. CONCRETE C.I.P. Pt SIDEWALK OONCRETE PZ � DECOMPOSED GRANITE TRAIL STABILIZED D.G. W/ CONCRETE. HEADER P3 MAINTENANCE STRIP CONCRETE COLOR C.F.P. P4 HARD-SWALE/ DECORATIVE GRAVEL 3"-8" COBBLE DPS agx,� V -CHANNEL PER CIVIL � CONCRETE DRIVEWAY PER CIVIL TRAIL FENCE REFER TO COUNTY STANDARD �� MONUMENT WALL GP CONCRETE WALL W/ MORTARED COBBLE MATCH LINE L104 t f f J' CU REFER / o" </ , iFry \ ". Li . < , TO CI i TYP. <' ., ♦ TYP ✓ , ' _. �\\ 1 t` \ 0 ,\ . � `` CU REFER ,. •„, ,, - � \_ � i ( \ % TO Cl TYP.: /0 4. "tet TYP _ W \,y �, .. _./ o \ ,sm-o t- 1 r / / re” f i<r/i /r yw \ / \ fes' Y t\ ' , r , U Li \ \ ; \ t \ TYP or Q _ . \ / t; LLJ / N z \ ♦ / / / {< `. /sr, r r .'u t NOTE...` . IS 0 - `\ � ,, F� � , f w o • \ . P1 _ t \ MAINTAINED m .;' ♦ TYP \. z \ \ TYP a 4 OLLJ o '+ o Q , U 0 t , w w CIS AMP R , , CIVIL G S`P. ` / \�/ t It` z i r , t \ , r z / /11 SITE ItITY` \ I z �;., „''' ONS E T.'Iry .. s...�. \, ",\ \ .r `• .\ / NOTE: IS AREA TO BE, / y ,, \. t / >.;. .. \ \ MAINTAINED BY THE HOS. i J ry Q \, \\ i ,. v f Z U \ \, \ o • ♦ \\ /'� 0 LLJ r z \ \. \ , ,. P3 a .. a ,; % r O _ o O Z r _ � TYP " 'a"rk � < .0 > . _ � \\ , , t _' , S 4 jff 1 P .. `o '� ...,. _. ,/,' r , U w f) , 1 i 1, r >x v' , t r , , .+ .n_ ♦ ,, ; , , CQ{ICRETE' DRIVEWAY \ ' ' �'ER ,�..« - � "-, RB REEE • j ( m:, TO CIVIL TYP: P 4 \ � ,� V` . t J ♦\\`\ �^ @. \ % \ v ", ...� ma -- ' ♦\. '+` '''"_.,_, ,;. - r= FRY . )r,, J - ' ` .. ,-..,. a �'. l NO MULCH APPLIED' ♦ \ i ♦' IN SWA E - r` �' ♦ L TYP ` X99' \\... .% qjy\`' *.. ♦ ,., , - \ \, !,/ J z\ r , b..d"' \ ♦'' \. ,Al I 0 w \, \ r, ♦ T %�♦Y rLO -\ — > M ` Ne„•� Y2pe "`_ _ l%1.. `\ ♦\ 1. t. ",*- ''t.t t `O`\ �/. ♦� BIO SVyAI ;, \. ` ♦ / ♦ PER CIVIL TIS” N \ 0 h. Q y 1 Q v ti \ t, " 0 IL Of � O o. W ♦� ` v\ f / Z v `. y c` _ ♦ A T o Z, C o ' \\ O \ -♦,� ` r 4- e. •b RR Q < � Q : _ - O - CD W Z ` \^ -.� v� V ♦vv v z ♦` 'S Q z � o MATCH LINE L106 � Z Z Q Z SEE SHEET L002 FOR w O FULL LEGEND oW � Q ` o NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK o io 20 ao ao � o O WITHIN THE ROAD RIGHT—OF—WAY ONLY. NORTH a � � TNOTE: BENCHMARK: SHEET No. w > PREPARED BY. MS 4279 I.P. NO 740004 Q o WORK CONTAINED WITHIN THESE PANS cN?E ARC NCS (NATIONAL GEODETIC SURVEY) �� A SHALL NOT COMMENCF UNTIL AN ��S q�o' 9it� DESIGNATION: 71 A 77 COUNTY OF RIVERSIDE 05 v Q `� DIAL ENCROACHMENT PERMIT AND/ORA Q�� SWA GROUP PID: DX5558 TEMESCAL CANYON ROAD W TWO WORKING GRADING PERMIT HAS BEEN ISSUED, a 2 INCH BRASS DISK CEMENTED IN 2 0 W BEFORE ��h.� DAYS BEFORE � I� � ,I 570 GLENNEYRE STREET A 2 INCH IRON PIPE IN CONCRETE STREET IMPROVEMENT PLANS U > U YOU DIG YOU DIG SIGNATU _ LAGUNA BEACH CA 92651 BURIED 0.4 FEE( ELV.+1058.40 MATERIAL &PLANTING PLAN 09 60 z O The private landscape architect signing these plans is reWsbe far assuring 5 ^`L" \Q PHONE 949.497.5471 � FAX 949.494.7861 (NAVD8B) OF SHTS � U TOLL FREE 1-800-227-2800 the accuracy and acceErtabdity, of the design hereon. In the event of discrepancies r DA Tr Q CL `t A PUBLIC SERVICE BY arisblg after county approval or during construction, the private landscape architect MARK BY DATE APPR, DATE qrf FFTOS301 . A FOR: W.O. COUNTY CL Q UNDERGROUND SERVICE ALERT shall be responsible for determ�ing an acceptable solution and revising the plans for RENSONS O{ C AV SCALE: _ n oWb the count. ENGINEER COUNTY CERT NO.3286, EXP 12/2017 DATE: 1 -20-0 FORESTAR TosCANA, LLC FILE N0. PLANTING LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME TREES 0 ARBUTUS UNEDO 'MARINA' 'MARINA' "HYBRID s STRAWBERRY TREE CERCIS OCCIDENTALIS WESTERNREDBUO • 0 0 CWILOPSiS UNEARIS DESERT WILLOW v PLATANUS RACEMOSA CALIFORNIA SYCAMORE 0 POPULUS FREMON11i WESTERN COTTONWOOD 0 PRUNUS ILIGIFOLIA CATALINA CHERRY SPP. LYONII QUERCUS AGRIFOUA COAST LIVE OAK 0 QUERCUS ENGELMANNII MESA OAK SHRUBS HETEROMELES ARBU7IFOUA TOYON MALOSMA LAURIANA LAUREL SUMAC ® RWAMNUS CAUFORNtCA 'SAN BRUNO' HYBRID 'SAN BRUNO' COFFfEBERRY � RWUS OVATA SUGAR BUSH VINES PARTWENOGSSUS BOSTON IVY TRICUSPIDATA ORNAMENTAL GRASSES ^ v�Y CARER PANSA CALIFORNIA MEADOW SEDGE BACGHARIS PILULARIS 'TWIN TWIN PEAKS HYBRID PEAKS' DWARF COYOTE BUSH . BOUTELOUA GRACILIS 'BLOND 'BLOND AMBITION AMBITION' HYBRID BLUE GAMMA oIVA HAYESIANA HAYES IVA oLEYMUS CONDENSATUS 'CANYO 'CANYON PRINCE' HYBRID PRINCE' DANT WILD RYE oMUHLENBERGIA CAPILLARIS PINK MUHLEY MUHLENBERGIA EMERSLEYI 'fl TORO' HYBRID BULL 'EL TORO' GRASS ��MUHLENBERGIA RIGENS 30" DEER GRASS O.C. SPACING DEER GRASS o MUHLENBERGIA RIGENS 3fi" O.C. SPACING OPUNTIA LITTORAUS COASTAL PRICKLY PEAR SALVIA 'BEE'S BLISS' BEE'S BLISS SAGE SALVIA MELLIFERA 'TERRA BLACK SAGE SECA' SUCCULENTS n AGAVE AMERICANA CENTURY PLANT HESPERALOE PARVIFOUA RED ALOE RESTORATION HYDROSEED SEE SHEET L002 FOR UPLAND NATIVE FULL LEGEND RESTORATION MIX SEE SHEET LO02 FOR LOWLAND NATIVE FULL LEGEND RESTORATION MIX MATERIAL LEGEND SYMBOL KEY ITEM MATERIAL o C.I.P. CONCRETE C.LP. CONCRETE Pt SIDEWALK P2 � DECOMPOSED STABILIZED D.G. GRANITE TRAIL W/ CONCRETE HEADER P3 MAINTENANCE INTEGRAL C.I.P. STRIP o HARD-SWALf/ 3"-$" Pa� DECORATIVE COBBLE GRAVEL o P6 4- V -CHANNEL PER CIVIL CONCRETE PE o DRIVEWAY EVIL tt. t � g TRAIL FENCE REFER TO COUNTY STANDARD WI T MONUMENT WALL GP CONCRETE WALL W/ MORTARED COBBLE d LLJ r-) Z< W ryry Q z Q Cn LLJ m �z :DwmD O U � _ LLI F- m Q Of Q z C-) d U)J I O a- LLJ n Of Q J z �O U � I— \ z U z J Q ry J -5 < ry D_ = O w CD z z Li O11D z Q cn Q_ U LQ JLi O 0 w > z U z O F= J CC U a- a_ Q CL Q CL A ry rn Ln 00 Ld z CD �( tJ Cn LLJ r Q D Q J to O LLJ m \ zO ry z U O J I < J z UM J U (/a - J O W n Z L� Qry W }� Q LLJ n LLJ J J z U o z z Q o LLJ ry ry f- O Q U O 0 � m U a - J > oQ O U Q LLJ w w U> U z o z CK U J CL Q a. ry EL A DIAL BEFORE ilil VII YOU DIG ! -800-227-26-0-0 A PUBLIC SERVICE BY UNDERGROUND NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK D 10 20 40 WITHIN THE ROAD RIGHT-OF-WAY ONLY. NOTE: S�AKL NOCOMMENCENNFD I LN HL ANESE PLANS �P�o�a A ENCROACHMENT PERMIT HAS BEEN IS�UED. P It.h R A GRAD The private landscape architect sigping these pians is resgmsiMe for assuring`fes (� ^& the accuracy and acceptability of the design hereon. In the event of discrepancies sl DATE orising after county approval or during construction, the private landscape orchRect MARK BY DATE APPR. DATE 9TE �E�� shall be responsible for determining an acceptable solutio and revising the plans for RENSONS OF C A� aoroW by the county. ENGINEER COUNTY PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: 1It = 201-011 PLANTING LEGEND SYMBOL SCIENTIFIC NAME COMMON 'NAME TREES ARBUTUS UNEDO 'MARINA' 'MARINA' HYBRID STRAWBERRY TREE OCERCIS • OCCIDENTALIS WESTERN REDBUD OCHILOPSIS v UNEARIS DESERT WILLOW PLATANUS RACEMOSA CALIFORNIA SYCAMORE POPULUS FREMONTII WESTERN COTTONWOOD OPRUNUS ILICIFOLIA SPP, LYONII CATALINA CHERRY OQUERCUS AGRIFOUA COAST LIVE OAK QUERCUS ENGELMANNII MESA OAK SHRUBS HETEROMELES ARBUTIFOUA TOYON MALOSMA LAURIANA LAUREL SUMAC ® RHAMNUS CAUFORNICA SAN BRUNO' 'SAN BRUNO' HYBRID COFFEEBERRY ® RHUS OVATA SUGAR BUSH VINES ® PARTHENOCISSUS TRICUSPIDATA BOSTON IVY ORNAMENTAL GRASSES °' CAREX PANSA CALIFORNIA MEADOW SEDGE BACCHARIS PILUTARIS 'TWN PEAKS' TWIN PEAKS HYBRID DWARF COYOTE BUSH BOUTELOUA GRACILIS 'BLOND AMBITION' 'BLOND AMBITION' HYBRID BLUE GAMMA IVA HAYESIANA HAYES IVA DLEYMUS CONDENSATUS 'CANYOI PRINCE' 'CANYON PRINCE' HYBRI GIANT WILD RYE MUHLENBERGIA CAPILLARIS PINK MUHLEY MUHLENBERGIA EMERSLEYI 'EL TORO' 'EL TORO' HYBRID BULL GRASS MUHLENBERGIA RIGENS 30" O.C. SPACING DEERGRASS MUHLENBERGIA RIGENS 36" O.C. SPACING DEER GRASS 77_ 7� OPUNTIA LITTORALIS COASTAL PRICKLY PEAR SALVIA 'BEE'S BLISS' BEE'S BLISS SAGE SALVIA MELLIFERA 'TERRA SECA' BLACK SAGE SUCCULENTS AGAVE AMERICANA CENTURY PLANT HESPERALOE PARVIFOUA RED ALOE RESTORATION HYDROSEED SEE SHEET L002 FOR FULL LEGEND UPLAND NATIVE RESTORATION MIX SEE SHEET L002 FOR FULL LEGEND LOWLAND NATIVE RESTORATION MIX MATERIAL LEGEND SYMBOL KEY ITEM MATERIAL pi C.LP. CONCRETE SIDEWALK C.I.P. CONCRETE P2 DECOMPOSED GRANITE TRAIL STABILIZED D.G. W/ CONCRETE HEADER P3 MAINTENANCE STRIP NTCONCRETEACOLOR C.I.P. INTEGRAL 0HARD-SWALE/ 4 DECORATIVE GRAVEL 3"-8" COBBLE DP5 V -CHANNEL PER CIVIL CONCRETE DRIVEWAY PER CIVIL 01TRAIL FENCE REFER TO COUNTY STANDARD MONUMENT WALL CIP CONCRETE WALL W/ MORTARED COBBLE SEE SHEET L002 FOR FULL LEGEND RE -i ��YlL1A�i�l�sLi�I�I�I! COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS MATERIAL & PLANTING PLAN FDRESTAR TOSCANA, LLC U COUNTY FILE NO. SHEET NC Ll 06 10 60 OF SHrS n 0- a_ Q w 7 F- F_ Z - I - Z Li I - pp w z z � Q U Un Cf) wry �C p p z Q of GO W CID z Z U LLJ O w < Q mOf Q Z U O v n w n Q w = z _ O U \ wI W Q U Z J Q -_j -5 a I— = O w U w p 60 O O Z LLI >O O z Q 0 Cn w .Li Q = p (n U Ltj Iw Z > U Q O 0- "CL Q w � ry d C:) wz z Q O In w Z I -Q Q � z Q w C/) O LLJ m \ Z O Z U O_ <m Q d w U Z L J O w W n Z E Q w [� Q w a - w w w Q z Z :�i O w r O Q _ w I— c� z O n 00 U a_ Li 0 >0 <O ch� Y In U Q v w p U U j LLJ U z O I— Q iY U J 0- Q d -I ly Q 0 DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT—OF—WAY ONLY. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCF UNTIL AN ENCROACHMENT PERMIT AND OR A GRADING PERMIT HAS BEEN SSUED. SYMBOL SCIENTIFIC NAME COMMON NAME TREES 01. ARBUTUS UNEDO 'MARINA' oScaPE ARcy� �Q� ��c(c' rF� SIGNATU Q sr DAA 9TF OF C 4�YE0� PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 OCCIDENTALIS WESTERN REDBUD oOHLOPSIS UNEARIS DESERT WILLOW s PLATANUS RACEMOSA CALIFORNIA SYCAMORE 0 POPULUS FREMONTII WESTERN COTTONWOOD OPRUNUS ILICIFOLIA SPP. LYONII CATALINA CHERRY OQUERCUS AGRIFOLIA COAST LIVE OAK QUERCUS ENGELMANNII MESA OAK SHRUBS HETEROMELES ARBUTIFOUA TOYCN Q MALOSMA LAURIANA LAUREL SUMAC RHAMNUS CALIFORMCA 'SAN BRUNO' 'SAN BRUNO' HYBRID COFFEEBERRY the private landscape architect signing these plans is responsible for assuring the accuracy and acceptability of the design herea. In the event of discrepancies arising after county approval or during construction, the private landscape architect shell be responsible for determining an acceptable solution and revising the plans for 9171l by he county. RHUS OVATA SUGAR BUSH VINES ® PARTHENOCISSUS TRICUSPIDATA BOSTON fVY MARK BY DATE REVISIONS APPR. DATE TWIN PEAKS HYBRID DWARF COYOTE BUSH 'BLOND AMBITION' HYBRID BLUE GAMMA COUNTY CERT N 0.3286 E X P 12/2017 D ATE: D 1D 2D MATCH LINE L108 40 BG FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) 1" = 20'-0" PLANTING LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME TREES 01. ARBUTUS UNEDO 'MARINA' 'MARINA' HYBRID STRAWBERRY TREE OCERCIS • OCCIDENTALIS WESTERN REDBUD oOHLOPSIS UNEARIS DESERT WILLOW s PLATANUS RACEMOSA CALIFORNIA SYCAMORE 0 POPULUS FREMONTII WESTERN COTTONWOOD OPRUNUS ILICIFOLIA SPP. LYONII CATALINA CHERRY OQUERCUS AGRIFOLIA COAST LIVE OAK QUERCUS ENGELMANNII MESA OAK SHRUBS HETEROMELES ARBUTIFOUA TOYCN Q MALOSMA LAURIANA LAUREL SUMAC RHAMNUS CALIFORMCA 'SAN BRUNO' 'SAN BRUNO' HYBRID COFFEEBERRY ® RHUS OVATA SUGAR BUSH VINES ® PARTHENOCISSUS TRICUSPIDATA BOSTON fVY ORNAMENTAL GRASSES CAREX PANSA CALIFORNIA MEADOW SEDGE BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS HYBRID DWARF COYOTE BUSH BOUTELOUA GRACILIS 'BLOND AMBITION' 'BLOND AMBITION' HYBRID BLUE GAMMA TVA HAYESIANA HAYES IVA LEYMUS CONDENSATUS 'CANYO PRINCE' 'CANYON PRINCE' HYBRI' GIANT WILD RYE MUHLENBERGIA CAPILLARIS PINK MUHLEY ,, MUHLENBERGIA EMERSLEYI EL TORO' 'EL TORO' HYBRID BULL GRASS MUHLENBERGIA RIGENS 30" O.C. SPACING DEER GRASS MUHLENBERGIA RIGENS 36" O.C. SPACING DEER GRASS c OPUNTIA LITTORALIS COASTAL PRICKLY PEAR SALVIA 'BEE'S BLISS' BEE'S BUSS SAGE SALVIA MELLIFERA 'TERRA SECA' BLACK SAGE SUCCULENTS AGAVE AMERICANA CENTURY PLANT HESPERALOE PARVIFOLIA RED ALOE RESTORATION HYDROSEED SEE SHEET L002 FOR FULL LEGEND UPLAND NATIVE RESTORATION MIX SEE SHEET L002 FOR FULL LEGEND LOWLAND NATIVE RESTORATION MIX MATERIAL LEGEND SYMBOL KEY ITEM MATERIAL PI C.I.P. CONCRETE SIDEWALK C.I.P. CONCRETE P2GRANITE DECOMPOSED TRAIL STABILIZED D.G. W/ CONCRETE HEADER P3 MAINTENANCE STRIP COLOR C.I.P. INTECONCRETE P4 HARD-SWALE/ DECORATIVE GRAVEL Y-8" COBBLE DP5 V -CHANNEL PER CIVIL CONCRETE DRIVEWAY PER CIVIL TRAIL FENCE REFER TO COUNTY STANDARD MONUMENT WALL CIP CONCRETE WALL W/ MORTARED COBBLE SEE SHEET L002 FOR FULL LEGEND MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS MATERIAL & PLANTING PLAN FORESTAR TOSCANA, LLC W. O. FILE NO. L107 11 60 OF SHTS D SYMBOL ��X S COMMON NAME W Z z 'MARINA' HYBRID STRAWBERRY TREE CD OCCIDENTALIS WESTERN REDBUD Y U) DESERT WILLOW Cr) PLATANUS RACEMOSA CALIFORNIA SYCAMORE 0 POPULUS FREMONTII WESTERN COTTONWOOD w ~ SPP. LYONII Q OQUERCUS < COAST LIVE OAK o QUERCUS ENGELMANNII MESA OAK SHRUBS z HETEROMELES ARBUTIFOUA TOYON D SYMBOL SCIENTIFIC NAME COMMON NAME W Z z 'MARINA' HYBRID STRAWBERRY TREE CD OCCIDENTALIS WESTERN REDBUD OCHILOPSIS U) DESERT WILLOW Cr) PLATANUS RACEMOSA CALIFORNIA SYCAMORE 0 POPULUS FREMONTII WESTERN COTTONWOOD w ~ SPP. LYONII Q OQUERCUS < COAST LIVE OAK o QUERCUS ENGELMANNII MESA OAK SHRUBS z HETEROMELES ARBUTIFOUA TOYON ® Q LAUREL SUMAC ® RHAMNUS CALIFORNICA 'SAN BRUNO' 'SAN BRUNO' HYBRID COFFEEBERRY ® Y SUGAR BUSH U) ® w m BOSTON IVY ORNAMENTAL GRASSES CAREX PANSA CALIFORNIA MEADOW SEDGE BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS HYBRID DWARF COYOTE BUSH BOUTELOUA GRACILIS 'BLOND AMBITION' 'BLOND AMBITION' HYBRID BLUE GAMMA z HAYESIANA O ZC 'CANYON PRINCE' HYBRI, GIANT WILD RYE U MUHLENBERGIA CAPILLARIS _ W n <J MUHLENBERGIA RIGENS 30" O.C. SPACING DEER GRASS Q DEER GRASS m Q Z COASTAL PRICKLY PEAR U O SALVIA MELLIFERA 'TERRA SECA' BLACK SAGE U W CENTURY PLANT W HESPERALOE PARVIFOLIA 0- } SEE SHEET L002 FOR FULL LEGEND Q SEE SHEET L002 FOR FULL LEGEND LOWLAND NATIVE RESTORATION MIX _ z KEY ITEM MATERIAL C U C.I.P. CONCRETE SIDEWALK G.I.P. CONCRETE \Z p2 Lj LL U MAINTENANCE STRIP Q Z J J HARD-SWALE/ DECORATIVE GRAVEL Q m D5 V -CHANNEL Q D m n Z C Lu TRAIL FENCE REFER TO COUNTY STANDARD MONUMENT WALL GIP CONCRETE WALL W/ MORTARED COBBLE z C c cr w Z — O O Z F— Q U cn o_ W Q � = U 0 W V) LL Z > U Q O J � U m w Q W � W O W z CD In w Q Q m W m Z z d F— Q m C7 W rr ry w W Z z w c� w C U LJ U z J w m NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. NOTE: WORK CONTAINED WITHIN THESE PLANS SHAL. NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND(OR A GRADING PERMIT HAS BEEN SSUED. fie 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 approd or during construction, the private landscape architect MARK BY I DATE shall be responsible for determining an occepfable solutio and revising the plans for oval by the county ENGINEER RENSONS APPR. I DATE COUNTY OF p� PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.786' CERT NO.3286, EXP 12/2017 DATE: D iD 2D MATCH LINE L109 40 BD FTOS301.A BE NCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED OA FEET ELV.+1058.40 (NAVD88) SCALE: 111 = 201_011 Qty PLANTING LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME TREES ARBUTUS UNEDO 'MARINA' 'MARINA' HYBRID STRAWBERRY TREE OCERCIS • OCCIDENTALIS WESTERN REDBUD OCHILOPSIS UNEARIS DESERT WILLOW 01 PLATANUS RACEMOSA CALIFORNIA SYCAMORE 0 POPULUS FREMONTII WESTERN COTTONWOOD OPRUNUSIGIFOLIA SPP. LYONII GATALINA CHERRY OQUERCUS AGRIFOUA COAST LIVE OAK QUERCUS ENGELMANNII MESA OAK SHRUBS HETEROMELES ARBUTIFOUA TOYON ® MALOSMA LAURIANA LAUREL SUMAC ® RHAMNUS CALIFORNICA 'SAN BRUNO' 'SAN BRUNO' HYBRID COFFEEBERRY ® RHUS OVATA SUGAR BUSH VINES ® PARTHENOGISSUS TRICUSPIDATA BOSTON IVY ORNAMENTAL GRASSES CAREX PANSA CALIFORNIA MEADOW SEDGE BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS HYBRID DWARF COYOTE BUSH BOUTELOUA GRACILIS 'BLOND AMBITION' 'BLOND AMBITION' HYBRID BLUE GAMMA DIVA HAYESIANA HAYES IVA LEYMUS CONDENSATUS 'CANYO PRINCE' 'CANYON PRINCE' HYBRI, GIANT WILD RYE MUHLENBERGIA CAPILLARIS PINK MUHLEY MUHLENBERGIA EMERSLEYI 'EL TORO' 'EL TORO' HYBRID BULL GRASS MUHLENBERGIA RIGENS 30" O.C. SPACING DEER GRASS MUHLENBERGIA RIGENS 36" O.C. SPACING DEER GRASS OPUNTIA LITTORALIS COASTAL PRICKLY PEAR SALVIA 'BEE'S BLISS' BEE'S BLISS SAGE SALVIA MELLIFERA 'TERRA SECA' BLACK SAGE SUCCULENTS AGAVE AMERICANA CENTURY PLANT HESPERALOE PARVIFOLIA RED ALOE RESTORATION HYDROSEED SEE SHEET L002 FOR FULL LEGEND UPLAND NATIVE RESTORATION MIX SEE SHEET L002 FOR FULL LEGEND LOWLAND NATIVE RESTORATION MIX MATERIAL LEGEND SYMBOL KEY ITEM MATERIAL p� C.I.P. CONCRETE SIDEWALK G.I.P. CONCRETE p2 DECOMPOSED GRANITE TRAIL STABILIZED D.G. W/ CONCRETE HEADER p3 MAINTENANCE STRIP INTEGRAL CONCRETE COLOR C.I.P. p4 HARD-SWALE/ DECORATIVE GRAVEL 3"-B" COBBLE D5 V -CHANNEL PER CIVIL D CONCRETE DRIVEWAY PER CIVIL t Fi = TRAIL FENCE REFER TO COUNTY STANDARD MONUMENT WALL GIP CONCRETE WALL W/ MORTARED COBBLE SEE SHEET L002 FOR FULL LEGEND MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS MATERIAL & PLANTING PLAN FORESTAR TOSCANA, LLC W, 0. COUNTY FILE NO. NORTH SHEET NO. L108 12 60 OF SHTS 0 w Z O w Q D QY LJ rC G z z z O ElfQ V) U w rK w L0 00 D 0 ry III M 7 Z z 0 Q 0 w Of MATCH LINE L1 • MATCH LINE L110 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. SCIENTIFIC NAME COMMON NAME TREES oS�pPE AR�y ��a �cx0 e QPM �f s1 TUR ,. DATE 9JF 0 F p� C PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.49 4.7861 CERT NO.3286, EXP 12/2017 DATE: 'MARINA' HYBRID STRAWBERRY TREE OCERCIS OCCIDENTALIS WESTERN REDBUD OCHILOPSIS v UNEARIS DESERT WILLOW 0■ PLATANUS RACEMOSA CALIFORNIA SYCAMORE POPULUS FREMONTII WESTERN COTTONWOOD OPRUNUS ILICIFOLIA SPP. LYONII The private landscape architect signing these dans is responsible for assuring $e accuracy (ad acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the privote landscape architect shall be responsible for determining on acceptable solution and reusing the plans for vol by the county, OQUERCUS AGRIFOUA COAST LIVE OAK MARK BY DATE RENSONS ENGINEER APPR. DATE SHRUBS COUNTY HETEROMELES ARBUTIFOUA TOYON © MALOSMA LAURIANA LAUREL SUMAC ® RHAMNUS CALIFORNICA 'SAN BRUNO' 'SAN BRUNO' HYBRID COFFEEBERRY ® RHUS OVATA SUGAR BUSH VINES ® PARTHENOCISSUS TRICUSPIDATA BOSTON IVY ORNAMENTAL GRASSES A 1 BACCHARIS PILULARIS 'PMN PEAKS' t ' BOUTELOUA GRACIUS 'BLOND AMBITION' 'BLOND AMBITION' HYBRID BLUE GAMMA 1 6 LEYMUS CONDENSATUS 'CANYO PRINCE' 'CANYON PRINCE' HYBRI GIANT WILD RYE �L 4 7 MUHLENBERGIA EMERSLEYI EL TORO' 'EL TORO' HYBRID BULL GRASS MUHLENBERGIA RIGENS 30" O.C. SPACING DEER GRASS MUHLENBERGIA RIGENS 36" O.C. SPACING DEER GRASS f\ OPUNTIA UTTORALIS COASTAL PRICKLY PEAR SALVIA 'BEE'S BLISS' BEE'S BLISS SAGE SALVIA MELLIFERA 'TERRA SECA' z' SUCCULENTS 1 AGAVE AMERICANA CENTURY PLANT HESPERALOE PARVIFOUA RED ALOE RESTORATION HYDROSEED SEE SHEET L002 FOR FULL LEGEND UPLAND NATIVE RESTORATION MIX SEE SHEET L002 FOR FULL LEGEND LOWLAND NATIVE RESTORATION MIX , SYMBOL KEY t 1 MATERIAL P1 , C.I.P. CONCRETE P2 DECOMPOSED GRANITE TRAIL STABILIZED D.G. W/ CONCRETE HEADER P3 MAINTENANCE STRIP , r MATCH LINE L1 • MATCH LINE L110 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. SCIENTIFIC NAME COMMON NAME TREES oS�pPE AR�y ��a �cx0 e QPM �f s1 TUR ,. DATE 9JF 0 F p� C PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.49 4.7861 CERT NO.3286, EXP 12/2017 DATE: 'MARINA' HYBRID STRAWBERRY TREE OCERCIS OCCIDENTALIS WESTERN REDBUD OCHILOPSIS v UNEARIS DESERT WILLOW 0■ PLATANUS RACEMOSA CALIFORNIA SYCAMORE POPULUS FREMONTII WESTERN COTTONWOOD OPRUNUS ILICIFOLIA SPP. LYONII The private landscape architect signing these dans is responsible for assuring $e accuracy (ad acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the privote landscape architect shall be responsible for determining on acceptable solution and reusing the plans for vol by the county, OQUERCUS AGRIFOUA COAST LIVE OAK MARK BY DATE RENSONS ENGINEER APPR. DATE SHRUBS COUNTY 0 10 20 40 FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 !NCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) fall PLANTING LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME TREES ARBUTUS UNEDO 'MARINA' 'MARINA' HYBRID STRAWBERRY TREE OCERCIS OCCIDENTALIS WESTERN REDBUD OCHILOPSIS v UNEARIS DESERT WILLOW 0■ PLATANUS RACEMOSA CALIFORNIA SYCAMORE POPULUS FREMONTII WESTERN COTTONWOOD OPRUNUS ILICIFOLIA SPP. LYONII CATAIINA CHERRY OQUERCUS AGRIFOUA COAST LIVE OAK QUERCUS ENGELMANNII MESA OAK SHRUBS S HETEROMELES ARBUTIFOUA TOYON © MALOSMA LAURIANA LAUREL SUMAC ® RHAMNUS CALIFORNICA 'SAN BRUNO' 'SAN BRUNO' HYBRID COFFEEBERRY ® RHUS OVATA SUGAR BUSH VINES ® PARTHENOCISSUS TRICUSPIDATA BOSTON IVY ORNAMENTAL GRASSES CAREX PANSA CALIFORNIA MEADOW SEDGE BACCHARIS PILULARIS 'PMN PEAKS' TWIN PEAKS HYBRID DWARF COYOTE BUSH BOUTELOUA GRACIUS 'BLOND AMBITION' 'BLOND AMBITION' HYBRID BLUE GAMMA IVA HAYESIANA HAYES IVA LEYMUS CONDENSATUS 'CANYO PRINCE' 'CANYON PRINCE' HYBRI GIANT WILD RYE MUHLENBERGIA CAPILLARIS PINK.MUHLEY 7 MUHLENBERGIA EMERSLEYI EL TORO' 'EL TORO' HYBRID BULL GRASS MUHLENBERGIA RIGENS 30" O.C. SPACING DEER GRASS MUHLENBERGIA RIGENS 36" O.C. SPACING DEER GRASS f\ OPUNTIA UTTORALIS COASTAL PRICKLY PEAR SALVIA 'BEE'S BLISS' BEE'S BLISS SAGE SALVIA MELLIFERA 'TERRA SECA' BLACK SAGE SUCCULENTS AGAVE AMERICANA CENTURY PLANT HESPERALOE PARVIFOUA RED ALOE RESTORATION HYDROSEED SEE SHEET L002 FOR FULL LEGEND UPLAND NATIVE RESTORATION MIX SEE SHEET L002 FOR FULL LEGEND LOWLAND NATIVE RESTORATION MIX MATERIAL LEGEND SYMBOL KEY ITEM MATERIAL P1 C.I.P. CONCRETE SIDEWALK C.I.P. CONCRETE P2 DECOMPOSED GRANITE TRAIL STABILIZED D.G. W/ CONCRETE HEADER P3 MAINTENANCE STRIP COLOR C.I.P. INTECONCRETE P4 HARD SWALE/ DECORATIVE GRAVEL 3"-B" COBBLE DP5 V -CHANNEL PER CIVIL CONCRETE DRIVEWAY PER CIVIL TRAIL FENCE REFER TO COUNTY STANDARD MONUMENT WALL CIP CONCRETE WALL W/ MORTARED COBBLE SEE SHEET L002 FOR FULL LEGEND MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMEN, PLANS MATERIAL & PLANTING PLAN FOR: I W. 0. FORESTAR TOSCANA, LLC FILE N 13 60 _ OF SLITS U) w o') 00 0 ry O CC w w z z w 0 Of w O w CJ Z Q J 0_ 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 ANDOR A GRADING PERMIT HAS BEEN (SUED. the accuracy and acceptability of the design hereon. In he event of discrepancies arising after county approval or during construction, the private landscape architect MARK I BY DATE shall be responsible for detamining an acceptable sdutim and revising the plans for approval by the county. ENGINEER RFV9ONS APPR. I DATE COUNTY �P E AROy\ 'fl � OF C 0 MATCH LINE L111 PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: A FTOS301.A 10 20 40 BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) LE: III — 201-011 LZI PLANTING LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME TREES ARBUTUS UNEDO 'MARINA' 'MARINA' HYBRID STRAWBERRY TREE OCERCIS OCCIDENTALIS WESTERN REDBUD OCHILOPSIS Y LINEARIS DESERT WILLOW 0■ PLATANUS RACEMOSA CALIFORNIA SYCAMORE 0. POPULUS FREMONTII WESTERN COTTONWOOD oPRUNUSICIfOLIA SPP. LYONIi CATALINA CHERRY OQUERCUS AGRIFOLIA COAST LIVE OAK QUERCUS'ENGELMANNII MESA OAK SHRUBS HETEROMELES ARBUTIFOLIA TOYON ® MALOSMA LAURIANA LAUREL SUMAC ® RHAMNUS CALIFORNICA SAN BRUNO' 'SAN BRUNO' HYBRID COFFEEBERRY ® RHUS OVATA SUGAR BUSH VINES ® PARTHENOCISSUS TRICUSPIDATA BOSTON IVY ORNAMENTAL GRASSES CAREX PANSA CALIFORNIA MEADOW SEDGE ,Y BACCHARIS PiLULARIS 'TWIN PEAKS' TWIN PEAKS HYBRID DWARF COYOTE BUSH BOUTELOUA GRACILIS 'BLOND AMBITION' 'BLOND AMBITION' HYBRID BLUE GAMMA DIVA HAYESIANA HAYES IVA LEYMUS CONDENSATUS 'CANYO PRINCE' 'CANYON PRINCE' HYBRI GIANT WILD RYE MUHLENBERGIA CAPILLARIS PINK MUHLEY i; -I - MUHLENBERGIA EMERSLEYI 'EL TORO' 'EL TORO' HYBRID BULL GRASS MUHLENBERGIA RIGENS 30" O.C. SPACING DEER GRASS MUHLENBERGIA RIGENS 36" O.C. SPACING DEER GRASS \` OPUNTIA LITTORALIS COASTAL PRICKLY PEAR SALVIA 'BEE'S BLISS' BEE'S BLISS SAGE SALVIA MELLIFERA 'TERRA SECA' BLACK SAGE SUCCULENTS AGAVE AMERICANA CENTURY PLANT HESPERALOE PARMFOLIA RED ALOE RESTORATION HYDROSEED SEE SHEET L002 FOR FULL LEGEND UPLAND NATIVE RESTORATION MIX SEE SHEET L002 FOR FULL LEGEND LOWLAND NATIVE RESTORATION MIX MATERIAL LEGEND SYMBOL KEY ITEM MATERIAL pi C.I.P. CONCRETE SIDEWALK C.I.P. CONCRETE p2 DECOMPOSED GRANITE TRAIL STABILIZED D.G. W/ CONCRETE HEADER p3 MAINTENANCE STRIP INTEGRAL COLOR C.I.P. F4 � HARD SWVE DECORATIVE GRAVEL 3"-8" COBBLE ED P3 V— CHANNEL PER CIVIL CONCRETE DRIVEWAY PER CIVIL TRAIL FENCE REFER TO COUNTY STANDARD MONUMENT WALL CIP CONCRETE WALL W/ MORTARED COBBLE SEE SHEET L002 FOR FULL LEGEND MS 4279 LF. NO 740004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS MATERIAL & PLANTING PLAN FOR: ' W. 0. FORESTAR TOSCANA, LLC FILE NO. NORTH SHEET NG L110 14 60 OF SHTS Q W Q z C� SYMBOL 0 COMMON NAME LLL z 'MARINA' HYBRID STRAWBERRY TREE z OCCIDENTAUS a OCHILOPSIS tl to DESERT WILLOW n PLATANUS RACEMOSA CALIFORNIA SYCAMORE D WESTERN COTTONWOOD L SPP. LYONA CATALINA CHERRY OQUERCUS AGRIFOUA COAST LIVE OAK Q QUERCUS ENGELMANNII Q a HETEROMELES ARBUTIFOUA TOYON z LAUREL SUMAC ® RHAMNUS CAUFORNICA SAN BRUNO' Q ® RHUS OVATA SUGAR BUSH VINES ® PARTHENOCISSUS TRICUSPIDATA BOSTON IVY ORNAMENTAL GRASSES W CO CALIFORNIA MEADOW SEDGE BACCHARIS PILULARIS 'TWIN PEAKS' � r 'BLOND AMBITION' HYBRID BLUE GAMMA DIVA HAYESIANA Z LEYMUS CONDENSATUS 'CANYO PRINCE' 'CANYON PRINCE' HYBRI GIANT WILD RYE 0 MUHLENBERGIA CAPILLARIS Z O 'EL TORO' HYBRID BULL GRASS ZO MUHLENBERGIA RIGENS 30" O.C. SPACING J ~ MUHLENBERGIA RIGENS 36" O.C. SPACING DEERGRASS W Cn Q m I SALVIA MELLIFERA 'TERRA SECA' Q z O SUCCULENTS U CENTURY PLANT � HESPERALOE PARVIFOUA J RESTORATION HYDROSEED U SEE SHEET L002 FOR FULL LEGEND n I W LOWLAND NATIVE RESTORATION MIX d SYMBOL KEY ITEM Q J 0PtC.I.P. CONCRETE SIDEWALK C.LP. CONCRETE z 0DECOMPOSED P2 - GRANITE TRAIL O U � � INTEGRAL CONCRETE COLOR G.I.P. \Z HARD-SWALE/ DECORATIVE GRAVEL W W DP5 U PER CIVIL Q z I- J Q - REFER TO COUNTY STANDARD a t CIP CONCRETE WALL W/ MORTARED COBBLE LL n- = Ow 0 1 r-) Z O U W U z — >O O z Q Y U C/) J W Q _ O r—) to w � U z Q O J CC U a_ n Q w ry I, `< CL F) Df w o� 00 6 O ry w W z 0 Z w 0 Elfw O U w S U z Q J r1 0 z <c Un C� ry Q O z � Q I- Il U� o Z :D O O rK U W I M J Q Z O O J W Z Q W S � � Q W W W U � z <( z :E O r O <c w z cr_ 00 U a_ O z ry V) Q o V) w W > O U n Q n ry Q � DIAL BEFORE YOU DIG TOLL FREE IMAM ]TWO WORKING 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 ANDOR ,A GRADING PERSSUED. The private andscape architect signing these plans is responsible for assuring $e accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private landscape architect MARK JY±=DATE shall be responsible for determining an acceptable solution and revising the pons for anaroval by the couaty. ENGINEER RENSONS APPR. I DATE COUNTY ��pCX O'AHklr,y\ \f DA,t/ Of MATCH LINE L112 PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: 0 FTOS301.A 10 20 40 BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEED ELV.+1058.40 (NAVD88) CALE: 111= 201.011 PLANTING LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME TREES ARBUTUS UNEDO 'MARINA' 'MARINA' HYBRID STRAWBERRY TREE OCERCIS • OCCIDENTAUS WESTERN REDBUD OCHILOPSIS tl UNEARIS DESERT WILLOW 01 PLATANUS RACEMOSA CALIFORNIA SYCAMORE POPULUS FREMONT11 WESTERN COTTONWOOD OPRUNUSICIFOUA SPP. LYONA CATALINA CHERRY OQUERCUS AGRIFOUA COAST LIVE OAK QUERCUS ENGELMANNII MESA OAK SHRUBS HETEROMELES ARBUTIFOUA TOYON MALOSMA LAURIANA LAUREL SUMAC ® RHAMNUS CAUFORNICA SAN BRUNO' 'SAN BRUNO' HYBRID COFFEEBERRY ® RHUS OVATA SUGAR BUSH VINES ® PARTHENOCISSUS TRICUSPIDATA BOSTON IVY ORNAMENTAL GRASSES CAREX PANSA CALIFORNIA MEADOW SEDGE BACCHARIS PILULARIS 'TWIN PEAKS' TIMN PEAKS HYBRID DWARF COYOTE BUSH BOUTELOUA GRACIUS 'BLOND AMBITION' 'BLOND AMBITION' HYBRID BLUE GAMMA DIVA HAYESIANA HAYES IVA LEYMUS CONDENSATUS 'CANYO PRINCE' 'CANYON PRINCE' HYBRI GIANT WILD RYE MUHLENBERGIA CAPILLARIS PINK MUHLEY MUHLENBERGIA EMERSLEYI 'EL TORO' 'EL TORO' HYBRID BULL GRASS MUHLENBERGIA RIGENS 30" O.C. SPACING DEER GRASS MUHLENBERGIA RIGENS 36" O.C. SPACING DEERGRASS OPUNTIA UTTORAUS COASTAL PRICKLY PEAR SALVIA 'BEE'S BLISS' BEE'S BUSS SAGE SALVIA MELLIFERA 'TERRA SECA' BLACK SAGE SUCCULENTS AGAVE AMERICANA CENTURY PLANT HESPERALOE PARVIFOUA RED ALOE RESTORATION HYDROSEED SEE SHEET L002 FOR FULL LEGEND UPLAND NATIVE RESTORATION MIX SEE SHEET L002 FOR FULL LEGEND LOWLAND NATIVE RESTORATION MIX MATERIAL LEGEND SYMBOL KEY ITEM MATERIAL 0PtC.I.P. CONCRETE SIDEWALK C.LP. CONCRETE 0DECOMPOSED P2 - GRANITE TRAIL STABILIZED D.G. W/ CONCRETE HEADER P30MAINTENANCE STRIP INTEGRAL CONCRETE COLOR G.I.P. P4 HARD-SWALE/ DECORATIVE GRAVEL 3"-8" COBBLE DP5 V -CHANNEL PER CIVIL P6 CONCRETE DRIVEWAY PER CIVIL TRAIL FENCE REFER TO COUNTY STANDARD MONUMENT WALL CIP CONCRETE WALL W/ MORTARED COBBLE SEE SHEET L002 FOR FULL LEGEND all MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS MATERIAL & PLANTING PLAN FORESTAR TOSCANA, LLC FILE NO. SHEET NO. L111 15 60 OF SHTS 0 w CD CO w F Q � e t 0 z `C D Q t— COMMON NAME TREES ARBUTUS UNEDO 'MARINA' In O L4J m OCCIDENTALIS � \ � UNEARIS z 0- PLATANUS RACEMOSA Z Z POPULUS FREMONTII O z PRUNUS ILIGIfOLIA SPP. LYONII U � O AGRIFOLIA w V) < QUERCUS ENGELMANNII m `t 6 m Q Z � TOYON U � ® J I 'SAN BRUNO' HYBRID COFFEEBERRY ® RHUS OVATA w VINES CL >_ Cr BOSTON IVY Q J CARER PANSA Z O 0 BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS HYBRID DWARF COYOTE BUSH tz \ DIVA z w Iw W U Q z J J ry Q < 'EL TORO' HYBRID BULL GRASS Q z z w D_ DEER CRASS w o 0 < U) Of 0 U BLACK SAGE O > AGAVE AMERICANA Z O HESPERALOE PARMFOLIA O z RESTORATION HYDROSEED EMISEE SHEET L002 FOR FULL LEGEND Y OQ (n n w MATERIAL LEGEND l U ITEM m z P1 > U Q O = of O w DECOMPOSED GRANITE TRAIL n Q _ � Cr U COLOR C.I.P. INTEGRCONCRETE � 2 z O n- w Ln 00 r_� 1 — n' • O 0 LLJ z U � w < Q 1 e •� 0 z <C In m Q W O � Q � COMMON NAME TREES ARBUTUS UNEDO 'MARINA' In O LLJ m OCCIDENTALIS � \ OCHILOPSIS v UNEARIS DESERT WILLOW 0- PLATANUS RACEMOSA Z z POPULUS FREMONTII O ry PRUNUS ILIGIfOLIA SPP. LYONII � z O_ AGRIFOLIA w I ~ QUERCUS ENGELMANNII m SHRUBS 6 HETEROMELES ARBUTIFOUA TOYON z O C/) ® J 'SAN BRUNO' HYBRID COFFEEBERRY ® RHUS OVATA LJ VINES 12-z Of BOSTON IVY Q w CARER PANSA S � x BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS HYBRID DWARF COYOTE BUSH tz � DIVA � Q W n w W W z Uca 'EL TORO' HYBRID BULL GRASS Q z z w :�i O DEER CRASS m F- COASTAL PRICKLY PEAR < = w � BLACK SAGE 0 tov AGAVE AMERICANA 0 m HESPERALOE PARMFOLIA a� RESTORATION HYDROSEED EMISEE SHEET L002 FOR FULL LEGEND > o� O MATERIAL LEGEND d KEY ITEM m � P1 C0 � U Q w DECOMPOSED GRANITE TRAIL w _ C U COLOR C.I.P. INTEGRCONCRETE > U z O Q 3"-8" COBBLE c U DP5 c- �t n- n ry P6 CONCRETE DRIVEWAY Q n DIAL BEFORE YOU DIG TOLL FREE PZ NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT—OF—WAY ONLY. NOTE n I �\ I I �l�l,J� �h WORK CONTAINED WITHIN THESE PLANS MAAW4� SHALL NOT COMMENCE JNTIL AN ENCROACHMENT PERMIT AND(OR A DADS WOFORE GRADING PER HAS BEEN SSUED. YOU DIG —600-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT The private landscape architeet signing these plans is responsible or assuring the accuracy and acceptoblity of the design hereon. In the event of discrepancies arising after county approval or during construction, the private landscape architect 1ZSY DATE APPR. DATE shall be responsible for determining on acceptable solutio and revising the plans for REVISIONS approval by, the count . ENGINEER COUNTY E ARC h\ -OOrF L C I r ^L \F DATE E V OF CFS MATCH LINE L113 rte::::: �� D" �:�■�i SWA GROUP 570 GLIENNEYRE STREET L_AGUINA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: 9 FTOS301.A 10 20 40 BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) PLANTING LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME TREES ARBUTUS UNEDO 'MARINA' 'MARINA' HYBRID STRAWBERRY TREE OCERCIS • OCCIDENTALIS WESTERN REDBUD OCHILOPSIS v UNEARIS DESERT WILLOW 0- PLATANUS RACEMOSA CALIFORNIA SYCAMORE POPULUS FREMONTII WESTERN COTTONWOOD PRUNUS ILIGIfOLIA SPP. LYONII CA7ALINA CHERRY OQUERCUS + AGRIFOLIA COAST LIVE OAK 0 QUERCUS ENGELMANNII MESA OAK SHRUBS 6 HETEROMELES ARBUTIFOUA TOYON MALOSMA LAURIANA LAUREL SUMAC ® RHAMNUS CALIFORNICA 'SAN BRUNO' 'SAN BRUNO' HYBRID COFFEEBERRY ® RHUS OVATA SUGAR BUSH VINES ® PARTHENOCISSUS TRICUSPIDATA BOSTON IVY ORNAMENTAL GRASSES CARER PANSA CALIFORNIA MEADOW SEDGE x BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS HYBRID DWARF COYOTE BUSH BOUTELOUA GRACILIS 'BLOND AMBITION' 'BLOND AMBITION' HYBRID BLUE GAMMA DIVA HAYESIANA HAYES IVA LEYMUS CONDENSATUS 'CANYO PRINCE' 'CANYON PRINCE' HYBRI GIANT WILD RYE MUHLENBERGIA CAPILLARIS PINK MUHLEY MUHLENBERGIA EMERSLEYI 'EL TORO' 'EL TORO' HYBRID BULL GRASS MUHLENBERGIA RIGENS 30" O.C. SPACING DEER GRASS MUHLENBERGIA RIGENS 36" O.C. SPACING DEER CRASS OPUNTIA LITTORALIS COASTAL PRICKLY PEAR SALVIA 'BEE'S BLISS' BEE'S BLISS SAGE SALVIA MELLIFERA 'TERRA SECA' BLACK SAGE SUCCULENTS AGAVE AMERICANA CENTURY PLANT HESPERALOE PARMFOLIA RED ALOE RESTORATION HYDROSEED EMISEE SHEET L002 FOR FULL LEGEND UPLAND NATIVE I RESTORATION MIX SEE SHEET L002 FOR FULL LEGEND LOWLAND NATIVE RESTORATION MIX MATERIAL LEGEND SYMBOL KEY ITEM MATERIAL P1 C.I.P. CONCRETE SIDEWALK C.I.P. CONCRETE P2 DECOMPOSED GRANITE TRAIL STABILIZED D.G. W/ CONCRETE HEADER P3 MAINTENANCE STRIP COLOR C.I.P. INTEGRCONCRETE P4 HARD—SWALE/ DECORATIVE GRAVEL 3"-8" COBBLE DP5 V -CHANNEL PER CIVIL P6 CONCRETE DRIVEWAY PER CIVIL TRAIL FENCE REFER TO COUNTY STANDARD MONUMENT WALL CIP CONCRETE WALL W/ MORTARED COBBLE SEE SHEET L002 FOR FULL LEGEND BG NORTH MS 4279 I.P. NO 140004 SHEET NO. COUNTY OF RIVERSIDE Ll 12 TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS MATERIAL & PLANTING PLAN 16 60 OF SHTS FOR: W.O. COUNTY EORESTAR TOSCANA, LLC I I FILE N0. ��■JJ N FTOS301.A 10 20 40 BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: 1" = 20'-0" m PLANTING LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME TREES ARBUTUS UNEDO 'MARINA' 'MARINA' HYBRID STRAWBERRY TREE OCERCIS • OCCIDENTALIS WESTERN REDBUD CHILOPSIS UNEARIS DESERT WILLOW ■ PLATANUS RACEMOSA CALIFORNIA SYCAMORE POPULUS FREMONTII WESTERN COTTONWOOD O• PRUNUS IUCIFOLIA SPP. LYONII CATALINA CHERRY OQUERCUS AGRIFOUA COAST LIVE OAK QUERCUS ENGELMANNII MESA OAK SHRUBS 0 HETEROMELES ARBUTIFOUA TOYON O MALOSMA LAURIANA LAUREL SUMAC RHAMNUS CALIFORNICA SAN BRUNO' 'SAN BRUNO' HYBRID COFFEEBERRY ® RHUS OVATA SUGAR BUSH VINES ® PARTHENOCISSUS TRICUSPIDATA BOSTON IVY ORNAMENTAL GRASSES CARER PANSA CALIFORNIA MEADOW SEDGE BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS HYBRID DWARF COYOTE BUSH BOUTELOUA GRACIUS 'BLOND AMBITION' 'BLOND AMBITION' HYBRID BLUE GAMMA IVA HAYESIANA HAYES IVA LEYMUS CONDENSATUS 'CANYOlfCANYON PRINCE' PRINCE' HYBRI, GIANT WILD RYE MUHLENBERGIA CAPILLARIS PINK MUHLEY MUHLENBERGIA EMERSLEYI 'EL TORO' 'EL TORO' HYBRID BULL GRASS MUHLENBERGIA RIGENS 30" O.C. SPACING DEER GRASS MUHLENBERGIA RIGENS 36" O.C. SPACING DEER GRASS OPUNTIA LITTORALIS COASTAL PRICKLY PEAR SALVIA 'BEE'S BLISS' BEE'S BUSS SAGE SALVIA MELLIFERA 'TERRA SECA' BLACK SAGE SUCCULENTS AGAVE AMERICANA CENTURY PLANT HESPERALOE PARVIFOLIA RED ALOE RESTORATION HYDROSEED v SEE SHEET L002 FOR FULL LEGEND UPLAND NATIVE RESTORATION MIX SEE SHEET L002 FOR FULL LEGEND LOWLAND NATIVE RESTORATION MIX MATERIAL LEGEND SYMBOL KEY ITEM MATERIAL P1 - C.I.P. CONCRETE SIDEWALK C.I.P. CONCRETE P2 DECOMPOSED GRANITE TRAIL STABILIZED D.G. W/ CONCRETE HEADER P3 MAINTENANCE STRIP INTEGRAL CONCRETE COLOR C.I,P. P4 & HARD SWVE DECORATIVE GRAVEL 3"—B" COBBLE P6 V—CHANNEL PER CIVIL P6 b CONCRETE DRIVEWAY PER CIVIL TRAIL FENCE REFER TO COUNTY STANDARD MONUMENT WALL CIP CONCRETE WALL W/ MORTARED COBBLE SEE SHEET L002 FOR FULL LEGEND MS 4279 /.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS MATERIAL & PLANTING PLAN FOR: ' W. FORESTAR TOSCANA. LLC COUNTY FILE NO. NORTH SHEET NC L113 17 60 OF SH TS n n w Q Z W I- 0 SYMBOL 0 COMMON NAME z z 'MARINA' HYBRID STRAWBERRY TREE U � Q OCHILOPSIS Y (n DESERT WILLOW cn PLATANUS RACEMOSA CALIFORNIA SYCAMORE 0 0 WESTERN COTTONWOOD W SPP. LYONII CATALINA CHERRY OQUERCUS AGRIFOLIA COAST LIVE OAK Q QUERCUS ENGELMANNII Q SHRUBS 0 HETEROMELES ARBUTIFOUA 0 0 Z LAUREL SUMAC RHAMNUS CALIFORNICA SAN BRUNO' Q ® RHUS OVATA SUGAR BUSH F- ® PARTHENOCISSUS TRICUSPIDATA BOSTON IVY ORNAMENTAL GRASSES .o L , W m CALIFORNIA MEADOW SEDGE BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS HYBRID DWARF COYOTE BUSH BOUTELOUA GRACILIS 'BLOND AMBITION' 'BLOND AMBITION' HYBRID BLUE GAMMA IVA HAYESIANA z LEYMUS CONDENSATUS 'CANYO PRINCE' 'CANYON PRINCE' HYBRI GIANT WILD RYE MUHLENBERGIA CAPILLARIS PINK MUHLEY zLLj MUHLENBERGIA EMERSLEYI 'EL TORO' 'EL TORO' HYBRID BULL GRASS O MUHLENBERGIA RIGENS 30" O.C. SPACING z MUHLENBERGIA RIGENS 36" O.C. SPACING DEER GRASS 0 COASTAL PRICKLY PEAR w n SALVIA MELLIFERA 'TERRA SECA' BLACK SAGE SUCCULENTS < `< AGAVE AMERICANA CENTURY PLANT m z RED ALOE RESTORATION HYDROSEED <( O UPLAND NATIVE RESTORATION MIX SEE SHEET L002 FOR FULL LEGEND LOWLAND NATIVE RESTORA11ON MIX Cn SYMBOL J ITEM MATERIAL p1 C.I.P. CONCRETE SIDEWALK W W >_ DECOMPOSED GRANITE TRAIL STABILIZED D.G. W/ CONCRETE HEADER Q J 0P3 MAINTENANCE STRIP COLOR C.I.P. INTEGRCONCRETE z = 0 3"-6" COBBLE DP5 V -CHANNEL PER CIVIL \ CONCRETE DRIVEWAY W w U REFER TO COUNTY STANDARD Q /� W1 7 J Q � ry w S O w U w 0 O 0 CC Li O Z z 0 O Q U (n J Li Q =0 C/ -)U W W > U z <( O I— J Q w CL rz < CL W Ln 00 O 0 0 w z CD (n W a Of W m Z z O Q ry U W CG • z Q to 0 Q W 0 � Z Q w � O f— z � :D O O U j m > d J U z J O a- < Qry W Q w w w U O z Q O O QI z 0c 00 cn O z In Q� C:) cn W LLJ > U O � U a Q w ry DIAL BEFORE YOU DIG TOLL FREE A A !TWO WORKING /DAYS BEFORE YOU DIG _Rnn_997_7ann 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 mTonsidle for assuring the accuracy and occeptablity of the design hereon. In the event of discrepanolas arising after county approval or during construction, the private landscape architect MARK BY DATE shall be response for determining an acceptable solution and revising the plans for owl by the count. ENO NEER REM90NS APPR, I DATE COUNTY �G PP E ARCy\ �Q��\Cy 0 f Q \F DATE Of CNOEv PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: 0 10 20 40 FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) ALE: 111=201-011 m PLANTING LEGEND SYMBOL SCIENTIFIC NAME COMMON NAME TREES ARBUTUS UNEDO 'MARINA' 'MARINA' HYBRID STRAWBERRY TREE OCERCIS OCCIDENTAUS WESTERN REDBUD OCHILOPSIS Y UNEARIS DESERT WILLOW ■ PLATANUS RACEMOSA CALIFORNIA SYCAMORE 0 POPULUS FREMONTII WESTERN COTTONWOOD OPRUNUSICIFOLIA SPP. LYONII CATALINA CHERRY OQUERCUS AGRIFOLIA COAST LIVE OAK + QUERCUS ENGELMANNII MESA OAK SHRUBS ® HETEROMELES ARBUTIFOUA TOYON 0 MALOSMA LAURIANA LAUREL SUMAC RHAMNUS CALIFORNICA SAN BRUNO' 'SAN BRUNO' HYBRID COFFEEBERRY ® RHUS OVATA SUGAR BUSH VINES ® PARTHENOCISSUS TRICUSPIDATA BOSTON IVY ORNAMENTAL GRASSES .o L , CAREX PANSA CALIFORNIA MEADOW SEDGE BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS HYBRID DWARF COYOTE BUSH BOUTELOUA GRACILIS 'BLOND AMBITION' 'BLOND AMBITION' HYBRID BLUE GAMMA IVA HAYESIANA HAYES IVA LEYMUS CONDENSATUS 'CANYO PRINCE' 'CANYON PRINCE' HYBRI GIANT WILD RYE MUHLENBERGIA CAPILLARIS PINK MUHLEY i MUHLENBERGIA EMERSLEYI 'EL TORO' 'EL TORO' HYBRID BULL GRASS MUHLENBERGIA RIGENS 30" O.C. SPACING DEER GRASS MUHLENBERGIA RIGENS 36" O.C. SPACING DEER GRASS OPUN11A LITTORALIS COASTAL PRICKLY PEAR SALVIA 'BEE'S BLISS' BEE'S BLISS SAGE SALVIA MELLIFERA 'TERRA SECA' BLACK SAGE SUCCULENTS n AGAVE AMERICANA CENTURY PLANT HESPERALOE PARVIFOUA RED ALOE RESTORATION HYDROSEED SEE SHEET L002 FOR FULL LEGEND UPLAND NATIVE RESTORATION MIX SEE SHEET L002 FOR FULL LEGEND LOWLAND NATIVE RESTORA11ON MIX MATERIAL LEGEND SYMBOL KEY ITEM MATERIAL p1 C.I.P. CONCRETE SIDEWALK C.I.P. CONCRETE P2 DECOMPOSED GRANITE TRAIL STABILIZED D.G. W/ CONCRETE HEADER 0P3 MAINTENANCE STRIP COLOR C.I.P. INTEGRCONCRETE p4 HARD-SWALE/ DECORATIVE GRAVEL 3"-6" COBBLE DP5 V -CHANNEL PER CIVIL CONCRETE DRIVEWAY PER CIVIL TRAIL FENCE REFER TO COUNTY STANDARD /� W1 MONUMENT WALL CIP CONCRETE WALL W/ MORTARED COBBLE SEE SHEET L002 FOR FULL LEGEND NORTH MS 4279 LF. NO 140004 SHEET No. COUNTY OF RIVERSIDE Ll 14 TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS MATERIAL & PLANTING PLAN FOR: W.O. COUNTY FORESTAR TOSCANA, LLC FILE NO, i ! 18 60 OF SH TS RECYCLED WATER IRRIGATION MATERIAL LEGEND SYMBOL Q T H F MANUFACTURER MODEL NO. / DESCRIPTION FLOW RATE (GPM) PSI RADIUS P.R. (TRI.) DETAIL p RAIN BIRD RAIN BIRD 1402 BUBBLER ON RISER IN A WATERING TUBE BELOW GRADE, .50 (1.0 TOTAL) 30 N/A N/A R-050 EACH SYMBOL REPRESENTS TWO (2) BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOT BALL ON OPPOSITE SIDES OF TREE, TYPICAL. V GPH GIH -12 -BR/ 1/2" FLEXIBLE PVC RISER 12" LONG W/ GPST-2-D 2GPH EMITTER - BROWN 0.033 (2GPH) 30 N/A N/A R-090, R-091 EACH SYMBOL REPRESENTS 1 EMITTER PER PLANT, PLACE EMITTERS AT EDGE OF ROOTBALL TYPICAL. ALL EMITTERS CONNECTED TO ON -GRADE PIPE OR ON SLOPES GREATER THAN 3:1 SHALL BE INSTALLED USING ON -GRADE EMITTER DETAILS R-094, R-095 O LASCO MANUAL DRIP TUBING FLUSH VALVE SHALL INCLUDE 1/2" SCH. 40 PVC BALL VALVE WITH THREADED ENDS AND AN 18" LENGTH OF SCH. 40 FLEXIBLE PVC 0 CALSENSE TUBING TO ALLOW FOR FLUSHING OUTSIDE OF BOX. SEE PLANS FOR LOCATIONS. INSTALL INSIDE A 10" ROUND PURPLE VALVE BOX. G-010 OVERHEAD SPRAY HEADS LU a® z HIGH POINT OF EACH PLANTER. SEE PLANS FOR APPROXIMATE LOCATION AND QUANTITY OF ARV'S PER DRIP ZONE. USING AN AIR RELIEF LATERAL NO SYMBOL SENNINGER PRL -30 INLINE PLASTIC PRESSURE REGULATOR, LOW FLOW UNIT SIZED FOR UNDER 8 GPM AND 30 PSI, UNIT IS 3/4" SIZE R-090, R-094 (O 7 Q NO SYMBOL WITH THREADED CONNECTIONS, BUSH UVR MALE ADAPTERS DOWN WITH UVR SLIP BUSHINGS FOR CONNECTION TO 1/2" UVR LATERALS R-093 CALSENSE SHALL BE ORIENTED TO SEND FLUSH WATER INTO THE PLANTER AREA AND CLOSED FOR NORMAL OPERATION OF THE DRIP SYSTEM. PROVIDE ONE (1) In APPA. O AS APPROVED MANUAL FLUSH VALVE FOR POINT TO POINT DRIP SHALL BE THE FOLLOWING: m N/A w ® r -) P.O.C. PROPOSED RECLAIMED WATER METER WITH EXISTING SERVICE LINE, SEE PLANS FOR SIZE. VERIFY SIZE, LOCATION AND WATER PRESSURE IN FIELD. R-001 FOR ON -GRADE APPLICATIONS, MANUAL FLUSH TO CONSIST OF A DURA #548-007 3/4" PVC FHT CAP WITH O-RING AND A #536-005 PVC 3/4" MHT X 1/2" SLIP R-094 R-002 Q — — AS APPROVED ADAPTER. G-043, A 051 / 0 FIPT CONNECTIONS, INSTALL PRESSURE REGULATOR INSIDE A STANDARD RECTANGULAR VALVE BOX. SET WATER PRESSURE PER CALCULATIONS, FOR BURIED APPLICATIONS, MANUAL FLUSH TO CONSIST OF LASCO 1/2" SCH. 40 PVC BALL VALVE WITH THREADED ENDS AND AN 18" LENGTH OF SCH. 40 R-090, R-092 MAXIMUM 100 PSI DOWNSTREAM ALLOWED. G-040 Z Q HUNTER IBV-ACCU-SET 2" NORMALLY CLOSED, PRESSURE REDUCING, BRASS MASTER CONTROL VALVE. WIRE MCV TO THE CONTROLLER USING A R-020 FLEXIBLE PVC TUBING TO ALLOW FOR FLUSHING OUTSIDE OF BOX. SEPARATE PILOT AND GROUND WIRE, ROUTE INSIDE 3/4" SCH. 40 CONDUIT. INSTALL INSIDE A JUMBO RECTANGULAR VALVE BOX. G-040, D In ~ (n R-022 Q © 0 HUNTER PROS-12-PRS40-CV-R 12" POP-UP SHRUB HEAD WITH A MP1000-9O(Q/T/H)/360 ADJUSTABLE NOZZLE 19-28-37-75 .37, .75 40 14 FT 0.45 IN./HR. R-061 ry EZ-FLO EZO10-HC, 10 GALLON FERTIGATION SYSTEM INSTALLED BELOW GRADE AND CONNECTED TO THE MAINLINE, REFER TO DETAIL R-004 0 CRISPIN AR -10 LOW VOLUME, MAINLINE PRESSURE AIR RELEASE VALVE, 1" SIZE, INSTALL INSIDE A STANDARD RECTANGULAR PURPLE VALVE BOX. R-033 LU ►• NIBCO T-1 13-K CLASS 125, BRONZE GATE VALVE WITH BRONZE CROSS HANDLE FOR MAINLINE ISOLATION, LINE SIZE PER MAINLINE. INSTALL INSIDE A 10" p Q Q HUNTER PROS-I2-PRS40-CV-R 12" POP-UP SHRUB HEAD WITH A MP2000-90(Q/T/H)/360 ADJUSTABLE NOZZLE .40, .57, .74, 1.47 40 20 FT 0.45 IN./HR. R-061 :2 z R-040, R-045 T 'f HUNTER PROS-12-PRS40-CV-R 12" POP-UP SHRUB HEAD WITH A MP3000-90(Q/T/H)/360 ADJUSTABLE NOZZLE .86, 1.34, 1.82, 3.64 40 30 FT 0.45 IN./HR. R-061 iD THE MAINLINE, SEE DETAILS. FOR ISOLATED, SINGLE QUICK COUPLER VALVES, INSTALL A V17101 N -SC 1 1/2" SLO-CLOSE VALVE TO ISOLATE THE N/A QUICK COUPLER VALVE FROM THE MAINLINE, SEE DETAILS. INSTALL INSIDE A 10" ROUND PURPLE VALVE BOX. HEAT BRAND ISOLATION BALL VALVE BOX "BV". Q z R-044, R-045 O PURPLE VALVE BOX. HEAT BRAND QUICK COUPLER VALVE BOX "QC'. 0 17 HUNTER PROS-I2-PR540-CV-R 12" POP-UP SHRUB HEAD W/ MP LCS/RCS/SS530 NOZZLES .22, .44 40 4X15 FT 0.47 IN./HR. R-061 Z U LLJ 4X30 FT NO SYMBOL PAIGE ELECTRIC A STANDARD RECTANGULAR PURPLE VALVE BOX. HEAT BRAND ELECTRIC CONTROL VALVE BOX LID WITH "CONTROLLER LETTER AND STATION NUMBER". LLJ S n HUNTER/TORO PROS-12-PRS40-CV-R 12" POP-UP SHRUB HEAD WITH TORO O-4X15LCSP/RCSP O-4X3OSSTP NOZZLES 33-66 40 4X15 FT 1.00 IN./HR. R-061 < m IF DRIP REMOTE CONTROL VALVE IS INSTALLED AS PART OF A MULTIPLE VALVE MANIFOLD, OMIT BALL VALVE FROM VALVE ASSEMBLY. R-043, R-045 4X30 FT HEAT BRAND ELECTRIC CONTROL VALVE BOX LID WITH "CONTROLLER LETTER AND STATION NUMBER". ® CALSENSE CONTRACTOR SHALL CONTACT ERIN HAGEN WITH CALSENSE (760-580-1835) PRIOR TO BIDDING TO GET CONFIRMATION ON COMMUNICATIONS AND z O NO SYMBOL '9M• 5PwRS n OPTIONS REQUIRED. No+e,- Pr 'ei IS NOT C*4ENSP. �kdRE Controller A/B Assembly: CS3-8-SDI/CS3-8-STA-KIT(4)/CS3-GR/CS3-MSSE-KIT(2)/CS3-2WIRE-OPT(2)/ � G-003 G-021 A ,- CONTRACTOR SHALL ROUTE TWO (2) SPARE GREEN CONTROL WIRES AND ONE (1) SPARE WHITE COMMON WIRE FROM CONTROLLER TO END OF U CS3-W-KIT/ETG/ETGE/RB-1/WG-1/GR-STUBBY/COMM 5YR/FM1.5B(2) S 1 a vi, %tMiyl AwliI • " k7}. ` NO SYMBOL HUNTER ALL SHRUB SPRAY HEADS INSTALLED FARTHER THAN FIVE (5) FEET FROM PAVING, CURBS, SIDEWALKS, STEPS, TURF BOUNDARIES OR OTHER R-063 G-002 J G-002 NO SYMBOL PEDESTRIAN AREAS; OR HEADS INDICATED AS INSTALLED ON ON -GRADE PIPE; MAY BE INSTALLED AS A HUNTER PROS-00-PRS40 SHRUB ADAPTER C W THE REQUIRED LENGTH OF #6AWG BARE, SINGLE STRAND COPPER GROUND WIRE. INSTALL INSIDE A 10" ROUND VALVE BOX. n N/A HEAD WITH A HUNTER HCV CHECK VALVE AND THE SPRAY NOZZLES AS SHOWN ABOVE. NO SYMBOL T-CHRISTY'S PURPLE RECLAIMED WATER WARNING TAGS Q J NO SYMBOL HUNTER ALL SPRAY HEADS WITH AN ELEVATION CHANGE GREATER THAN 8 FEET FROM THE HIGHEST HEAD ON THE ZONE SHALL BE INSTALLED R-061, R-063 ALL VALVE BOXES SHALL BE RAIN BIRD "VB" SERIES, PLASTIC TYPE WITH BLACK BODIES AND PURPLE OVERLAPPING LIDS, ALL BOXES SHALL BE N/A 0 WITH A CHECK VALVE UNDER THE HEAD IN ADDITION TO ANY IN -HEAD CHECK VALVE SPECIFIED. SPRAY HEADS SHALL USE AN HC -50F-50, 1/2" DESCRIPTION MODEL # 077 7" ROUND BOXES VB-7RNDP FIPT X MIPT ADJUSTABLE CHECK VALVE. CJ STANDARD RECTANGULAR BOXES VB -STD -B BODY AND VB-STDP-L LID � JUMBO RECTANGULAR BOXES VB-JMB-B BODY AND VB-JMBP-L LID \ W LLJ—.— —.— — -- TORO RGP-2-12-E SUBSURFACE DRIP TUBING (DL 2000) WITH 0.50 GPH, PRESSURE COMPENSATING EMITTERS INTERNALLY INSTALLED IN THE DRIP TUBING AT 12" R-080, R-081 U -_-_-_-_ _,_ O.C. SPACING. DRIP TUBING SHALL BE EQUIPPED WITH ROOTGUARD PROTECTION TO PREVENT ROOT INTRUSION INTO THE DRIP EMITTER. DRIP TUBING R-082, R-083 Q Z _ _ _—_— _ SHALL BE INSTALLED 2" BELOW FINISHED SOIL GRADE (NOT COUNTING MULCH) AND IN PARALLEL ROWS A MAXIMUM OF 16" ON CENTER. THE R-086 _j< PERIMETER ROW OF DRIP TUBING SHALL BE INSTALLED A MAXIMUM OF 4" FROM THE EDGE OF ANY HARDSCAPE OR TURF EDGE. ALL SUBSEQUENT — � W INTERIOR ROWS SHALL BE ADJUSTED TO PROVIDE AN EVEN SPACING ACROSS THE PLANTER WITHOUT EXCEEDING 16" MAXIMUM SPACING. INSTALL O 9" PVC COATED GALVANIZED TUBING STAKES A MAXIMUM OF FIVE (5) FEET ON CENTER ALONG THE LENGTH OF THE TUBING. TUBING STAKES SHALL Z BE MODEL #GDTS140900 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684. THE HATCH PATTERN SYMBOLS ON THE PLANS REPRESENT 0 O U THE APPROXIMATE DIRECTION AND SPACING OF THE DRIP TUBING ROWS, SEE ACTUAL SPACING REQUIREMENTS ABOVE AND IN DETAILS. > z z NO SYMBOL TORO CONNECTION BETWEEN THE DL 2000 DRIP TUBING AND PVC SUPPLY AND DISCHARGE HEADERS SHALL BE MADE USING LOC-EZE DRIP LINE FITTINGS, R-080, R-081 O O z SCH. 40 PVC THREADED FITTINGS, SCH. 80 NIPPLES AND FLEXIBLE NIPPLES. WHEN THE CONNECTION IS AT THE END RUN OF THE TUBING USE A 1/2" R-082, R-083 Q SCH. 40 PVC THREADED 90° ELBOW, A 1/2" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 1/2" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND A R-086 U T -FAM -16 LOC-EZE X 1/2" MIPT ADAPTER FITTING. WHEN THE CONNECTION IS IN THE MIDDLE OF THE TUBING RUN USE A 1/2" SCH. 40 PVC THREADED TEE W Q FITTING, A 1/2" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 1/2" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND TWO (2) T -FAM -16 LOC-EZE X 1/2" = ULjAS C) to MIPT ADAPTERS, ALL END RUNS OF TUBING SHALL BE CONNECTED WITH A PVC DISCHARGE HEADER. FLEXIBLE NIPPLES SHALL BE MODEL #GFN050600 W MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684. Q > O _U NO SYMBOL TORO 16mm LOC-EZE FITTINGS FOR ALL CONNECTIONS BETWEEN DRIP TUBING (TUBING -TO -TUBING ONLY). NO HEATING OF TUBING SHALL BE ALLOWED. R-080, R-081 0 Q R-082, R-083 0 tY — — — — — — — A APPROVED O S APPA RP PURPLE PVC SUPPLY AND DISCHARGE HEADERS SHALL BE PVC LATERAL LINE PIPE (AS SHOWN AT RIGHT), 1 1/4 P " MINIMUM SIZE WITH SCH. 40 PVC FITTINGS. G-040, R-080, R-081 <C R-082 R-083 Fn ry Li Cr) Ln 00 0 (r O a w w z z w U cn rK W O y U w U Z Q _J • D z Q Cn 0 rr Q 0 IW - Z Q 1-- W an W O F \ Z ::DO O� U W I J M J Q z U O J Q W Z � Q CL W W U 0 z <t z �O r F- 0 <C Li- F- 0 0, (.3 q- cr) O z Q Q Lj o� w U O 1-' U it d my Q r) © LASCO MANUAL DRIP TUBING FLUSH VALVE SHALL INCLUDE 1/2" SCH. 40 PVC BALL VALVE WITH THREADED ENDS AND AN 18" LENGTH OF SCH. 40 FLEXIBLE PVC R-080, R-082, R-092 CALSENSE TUBING TO ALLOW FOR FLUSHING OUTSIDE OF BOX. SEE PLANS FOR LOCATIONS. INSTALL INSIDE A 10" ROUND PURPLE VALVE BOX. G-010 OVERHEAD SPRAY HEADS TORO T -YD -500-34 AIR/VACUUM RELIEF VALVE INSTALLED WITH A T-FTF-16 LOC-EZE X LOC-EZE X 1/2" FIPT TEE FITTING, INSTALL AIR RELIEF ASSEMBLY AT THE R-084 DT HIGH POINT OF EACH PLANTER. SEE PLANS FOR APPROXIMATE LOCATION AND QUANTITY OF ARV'S PER DRIP ZONE. USING AN AIR RELIEF LATERAL B CALSENSE CONSTRUCTED OF T-EHW1645 "BLUE STRIPE" TUBING, CONNECT AIR RELIEF VALVE TO ALL DRIP LINE LATERALS WITHIN THE ELEVATED AREA. MULTIPLE G-012 7 ARV'S MAY BE REQUIRED PER DRIP TUBING ZONE, SEE PLANS, INSTALL INSIDE A 10" ROUND VALVE BOX. NO SYMBOL GPH / HUNTER GDFN-R DRIP FLUSH / INDICATOR NOZZLE, PURPLE IN COLOR, INSTALLED ONTO A HUNTER PROS -12-R 12" POP-UP SPRINKLER BODY. THE FLUSH NOZZLE R-093 CALSENSE SHALL BE ORIENTED TO SEND FLUSH WATER INTO THE PLANTER AREA AND CLOSED FOR NORMAL OPERATION OF THE DRIP SYSTEM. PROVIDE ONE (1) G-010 APPA. DRIP OPERATION INDICATOR NEAR VALVE BOX FOR EACH SUB -SURFACE DRIP ZONE. MARK LOCATION FOR APPROVAL BY LIVID REPRESENTATIVE PRIOR m N/A TO INSTALLATION. N/A la P.O.C. PROPOSED RECLAIMED WATER METER WITH EXISTING SERVICE LINE, SEE PLANS FOR SIZE. VERIFY SIZE, LOCATION AND WATER PRESSURE IN FIELD. R-001 ® YARDNEY MCS2-TRCO-HP-2" FLANGED STEEL HIGH PRESSURE BASKET STRAINER WITH 80 MESH STAINLESS STEEL FILTER ELEMENT, PRESSURE GAGE AND A R-002 BRASS BALL TYPE DRAIN VALVE. LOCATE ON DOWNSTREAM SIDE OF RECYCLED WATER POINT OF CONNECTION. INSTALL WITHIN A VANDAL PROOF — — AS APPROVED STAINLESS STEEL V.I.T. ENCLOSURE W/ PURPLE POWDER COAT, MOD. # SBBC-22SS WITH V.I.T. QUICK PAD MOD. # QP-22BF. G-043, A 051 WILKINS 500XL-HLR 2" BRONZE, HIGH LOW RANGE (10-125 PSI) PRESSURE REGULATOR (SIZE PER PRESSURE CALCULATIONS), WITH SINGLE UNION FIPT X R-011 FIPT CONNECTIONS, INSTALL PRESSURE REGULATOR INSIDE A STANDARD RECTANGULAR VALVE BOX. SET WATER PRESSURE PER CALCULATIONS, AS APPROVED MAXIMUM 100 PSI DOWNSTREAM ALLOWED. G-040 IV HUNTER IBV-ACCU-SET 2" NORMALLY CLOSED, PRESSURE REDUCING, BRASS MASTER CONTROL VALVE. WIRE MCV TO THE CONTROLLER USING A R-020 AS APPROVED SEPARATE PILOT AND GROUND WIRE, ROUTE INSIDE 3/4" SCH. 40 CONDUIT. INSTALL INSIDE A JUMBO RECTANGULAR VALVE BOX. G-040, D In CALSENSE FM -1.5B 1 1/2" BRASS FLOW SENSOR AS PART OF CONTROLLER ASSEMBLY, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. WIRE TO R-022 — _ AS APPROVED CONTROLLER WITHIN SEPARATE 3/4" SCH. 40 CONDUIT. G-041, G-042, G-043 112 EZ-FLO EZO10-HC, 10 GALLON FERTIGATION SYSTEM INSTALLED BELOW GRADE AND CONNECTED TO THE MAINLINE, REFER TO DETAIL R-004 0 CRISPIN AR -10 LOW VOLUME, MAINLINE PRESSURE AIR RELEASE VALVE, 1" SIZE, INSTALL INSIDE A STANDARD RECTANGULAR PURPLE VALVE BOX. R-033 HEAT BRAND MAINLINE AIR RELIEF VALVE BOX "AR". ►• NIBCO T-1 13-K CLASS 125, BRONZE GATE VALVE WITH BRONZE CROSS HANDLE FOR MAINLINE ISOLATION, LINE SIZE PER MAINLINE. INSTALL INSIDE A 10" R-030 NO SYMBOL LASCO ROUND PURPLE VALVE BOX. HEAT BRAND ISOLATION GATE VALVE BOX "GV". N/A LASCO V20101N-SC 2" SLO-CLOSE SCH. 80 PVC BALL VALVE WITH SOLVENT WELD SOCKET CONNECTIONS, AS A MANIFOLD ISOLATION VALVE TO BE R-040, R-045 INSTALLED UP STREAM OF THE REMOTE CONTROL VALVE MANIFOLDS. ALL VALVE GROUPS ARE INTENDED TO BE INSTALLED IN MANIFOLDS OFF OF NO SYMBOL CHRISTY'S THE MAINLINE, SEE DETAILS. FOR ISOLATED, SINGLE QUICK COUPLER VALVES, INSTALL A V17101 N -SC 1 1/2" SLO-CLOSE VALVE TO ISOLATE THE N/A QUICK COUPLER VALVE FROM THE MAINLINE, SEE DETAILS. INSTALL INSIDE A 10" ROUND PURPLE VALVE BOX. HEAT BRAND ISOLATION BALL VALVE BOX "BV". Q SIGNATURE 7645 1" QUICK COUPLER VALVE WITH PURPLE LOCKING RUBBER COVER AND A LASCO G13S-218 SWING JOINT. INSTALL INSIDE A 10" ROUND R-044, R-045 PURPLE VALVE BOX. HEAT BRAND QUICK COUPLER VALVE BOX "QC'. NO SYMBOL AS APPROVED IRRITROL 700-xx SERIES W/ OMNI -100 PRESSURE REGULATING, PLASTIC REMOTE CONTROL VALVE (RCV) WITH PVC BALL VALVE, SIZE AS SHOWN (1"AND 1 1/2" R-041, R-045 SIZES), SET PRESSURE REGULATOR TO PROVIDE THE OPERATING PRESSURE OF THE SPRINKLER / BUBBLER HEAD TO THE HIGHEST OR FARTHEST HEAD ON THE CONTROL VALVE ZONE. BALL VALVE TO BE USED ONLY IF CONTROL VALVE IS INSTALLED AS A SINGLE VALVE MANIFOLD. INSTALL THE RCV INSIDE NO SYMBOL PAIGE ELECTRIC A STANDARD RECTANGULAR PURPLE VALVE BOX. HEAT BRAND ELECTRIC CONTROL VALVE BOX LID WITH "CONTROLLER LETTER AND STATION NUMBER". R-046, G-021 S IRRITROL 700-1 SERIES W/ OMNI -100 PRESSURE REGULATOR, 1" PLASTIC DRIP REMOTE CONTROL VALVE WITH TORO T-ALFS10150-L FILTER AND ISOLATION BALL R-042, R-045 V11 VALVE. INSTALL THE DRCV ASSEMBLY INSIDE A STANDARD RECTANGULAR PURPLE VALVE BOX. WiriM IF DRIP REMOTE CONTROL VALVE IS INSTALLED AS PART OF A MULTIPLE VALVE MANIFOLD, OMIT BALL VALVE FROM VALVE ASSEMBLY. R-043, R-045 HEAT BRAND ELECTRIC CONTROL VALVE BOX LID WITH "CONTROLLER LETTER AND STATION NUMBER". ® CALSENSE CONTRACTOR SHALL CONTACT ERIN HAGEN WITH CALSENSE (760-580-1835) PRIOR TO BIDDING TO GET CONFIRMATION ON COMMUNICATIONS AND G-005, C NO SYMBOL '9M• 5PwRS n OPTIONS REQUIRED. No+e,- Pr 'ei IS NOT C*4ENSP. �kdRE Controller A/B Assembly: CS3-8-SDI/CS3-8-STA-KIT(4)/CS3-GR/CS3-MSSE-KIT(2)/CS3-2WIRE-OPT(2)/ � G-003 G-021 A ,- CONTRACTOR SHALL ROUTE TWO (2) SPARE GREEN CONTROL WIRES AND ONE (1) SPARE WHITE COMMON WIRE FROM CONTROLLER TO END OF R-046 CS3-W-KIT/ETG/ETGE/RB-1/WG-1/GR-STUBBY/COMM 5YR/FM1.5B(2) S 1 a vi, %tMiyl AwliI • " k7}. ` PRESSURE SUPPLY LINE AND TERMINATE WITHIN A 10" ROUND PURPLE VALVE BOX. SPARE WIRES SHALL BE LABELED AS SPARE AND TAGGED WITH ControllerCAssembly:CS3-24-S1/CS3-GR/GR-STUBBY/COMM5YR/CS3-2WIRE-OPT/FM-1.5B G-002 Controller D Assembly: CS3-48-S1/CS3-GR/GR-STUBBY/COMM 5YR/CS3-2WIRE-OPT/CS3-W-KIT/WG-1/FM-1.5B G-002 NO SYMBOL PAIGE ELECTRIC THE CONTROLLER SHALL BE GROUNDED USING A#182000 5/8" X 8 FOOT COPPER CLAD GROUND ROD, A#182005 CAST BRONZE ROD CLAMP AND C THE REQUIRED LENGTH OF #6AWG BARE, SINGLE STRAND COPPER GROUND WIRE. INSTALL INSIDE A 10" ROUND VALVE BOX. KC -XXX -S SPRING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS HIGHER THAN DIAL BEFORE YOU DIG TOLL FREE NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 7, 7 77-77777 WITHIN THE ROAD RIGHT-OF-WAY ONLY. „ NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A )TWO WORKING GRADING PERMIT HAS BEEN (ISSUED. DAYS BEFORE YOU DIG The private landscape architect signing there plans is responsible for assuring -800-227-2600 theaccuracy and occsptabdity of the design hereon. In the event of discrepancies A PUBLIC SERVICE BY arising after county approval or during construction, the private'andscope architect MARK BY DATE UNDERGROUND SERVICE ALERT shall be responsible fo determining an acceptable solution and revising the plans for approval h the county, ENGINEER SYMBOL MANUFACTURER MODEL NO. / DESCRIPTION DETAIL CALSENSE CONTROLLER A/B ASSEMBLY TO RECEIVE WEATHER STATION COMPRISING OF RB -1 WIRED RAIN BUCKET AND WG -1 WIND GAGE, MOUNT TO 2" G-010 OVERHEAD SPRAY HEADS GALVANIZED RIGID STEEL PIPE MOUNTING POST AND WIRE TO CONTROLLER "B" USING PAIGE P7171 D. CONTRACTOR SHALL COORDINATE CONVENTION DRIP (POINT SOURCE DRIP) DT INSTALLATION F O O WEATHER STATION WITH CALSENSE PRODUCT SUPPORT 800 572-8608 B CALSENSE CONTROLLER A/B ASSEMBLY TO RECEIVE ETG WIRED ET GAGE WITH ETGe VANDAL RESISTANT STAINLESS STEEL ENCLOSURE, MOUNT TO CONCRETE G-012 7 BASE AND WIRE TO CONTROLLER "B" USING PAIGE P7171 D. CONTRACTOR SHALL COORDINATE INSTALLATION OF ET GAGE WITH CALSENSE PRODUCT SUPPORT, (800) 572-8608 CALSENSE CONTROLLER D ASSEMBLY TO RECEIVE WG -1 WIND GAGE MOUNTED TO 2" GALVANIZED RIGID STEEL PIPE MOUNTING POST AND WIRE TO CONTROLLER G-010 APPA. "D" USING PAIGE P7171 D. CONTRACTOR SHALL COORDINATE INSTALLATION OF WIND GAGE WITH CALSENSE PRODUCT SUPPORT, (800) 572-8608 m N/A 120 VOLT ELECTRICAL POWER FOR CONTROLLER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD TO BE WC'*TEnW� /A5��n N/A — AS APPROVED TRANSITION BETWEEN BURIED LATERAL AND ON -GRADE LATERAL, USE TWO (2) SCH. 40 UVR 90" PVC ELBOWS (ABOVE GRADE) AND TWO (2) SCH. 40 N/A 90° PVC (WHITE) ELBOWS (BELOW GRADE) TO ADJUST FOR DEPTH OF LATERAL AND SLOPE OF FINISHED GRADE. — — AS APPROVED SCH. 40 ULTRAVIOLET RESISTANT (UVR) PVC PIPE 3/4" - 2" SOLVENT WELD WITH SCH. 40 UVR PVC FITTINGS, AS LATERAL LINES INSTALLED ON GRADE AND G-043, A OVER V -DITCHES. STAKE PIPE TO GRADE AT 8 FEET ON CENTER USING 5/16" HOT ROLLED "J" HOOKS WITH PROTECTIVE VINYL TUBING. MARK UVR PIPE WITH T-CHRISTYS RECLAIMED WATER WARNING TAGS AS APPROVED PURPLE (RECLAIMED WATER) PVC PIPE 3/4" - 2" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED G-040 12" BELOW FINISHED GRADE. LATERALS WITH 12" POP -UPS SHALL BE INSTALLED 18" BELOW GRADE AS APPROVED PURPLE (RECLAIMED WATER) PVC PIPE 2.5" CL.315, SOLVENT WELD PIPE WITH SCH. 40 PVC FITTINGS AND THRUST BLOCKS. G-040, D AS MAINLINES INSTALLED 18" BELOW FINISHED GRADE. — _ AS APPROVED PURPLE (RECLAIMED WATER) PVC PIPE SCH. 40 AS SLEEVING. FOR PRESSURE SUPPLY LINE AND NON -PRESSURE SUPPLY LINE, SLEEVES SHALL BE 2 G-041, G-042, G-043 TIMES THE DIAMETER OF PIPE CARRIED. INSTALL ALL PIPE AND WIRE UNDER PAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES FOR NON -PRESSURE LATERAL LINES SHALL BE INSTALLED 24" BELOW AGGREGATE BASE. SLEEVES FOR PRESSURE SUPPLY LINES SHALL BE INSTALLED 24" BELOW AGGREGATE BASE. REFER TO SPECIFICATIONS FOR SIZING CONTROL WIRE CONDUIT. SLEEVES FOR NON -PRESSURE LATERAL LINES CROSSING V -DITCHES SHALL BE SCH. 40 GALVANIZED STEEL. NO SYMBOL LASCO ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 40 PVC FITTINGS, WHITE IN COLOR, AND SIZED TO MATCH THE MAINLINE N/A PIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED TO MATCH THE LATERAL LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE, DARK GRAY IN COLOR, WITH MOLDED THREADS. NO SYMBOL CHRISTY'S ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER AND SOLVENT N/A CEMENT. PRIMER SHALL BE LOW VOC "PURPLE PRIMER". MAINLINE SOLVENT CEMENT SHALL BE LOW VOC, "GRAY -HEAVY BODY" CEMENT. LATERAL LINE SOLVENT CEMENT SHALL BE LOW VOC, "RED HOT BLUE GLUE" CEMENT. USE DAUBERS SIZED AT LEAST ONE-HALF THE SIZE OF THE LARGEST PIPE BEING JOINED. ALL SOLVENT CEMENTED JOINTS SHALL BE MADE PER THE PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS. NO SYMBOL AS APPROVED SCH. 40 PVC, GRAY ELECTRICAL CONDUIT FOR FLOW SENSOR CABLE, MASTER VALVE WIRE, WEATHER STATION CABLES, ET GAGE CABLE, CENTRAL G-022 CONTROL COMMUNICATION CABLE AND SPARE WIRE RUNS. PROVIDE SEPARATE CONDUIT FOR EACH WIRE TYPE. ALL WIRES AND CABLES TO BE DIRECT PULL, WIRE SPLICES ARE NOT PERMITTED. NO SYMBOL PAIGE ELECTRIC P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRE #12UF AWG DIRECT BURIAL (U.L. APPROVED). PILOT R-046, G-021 WIRES SHALL BE RED IN COLOR, COMMON GROUND WIRE SHALL BE WHITE, MASTER CONTROL VALVE WIRE SHALL BE BLUE, AND SPARE WIRES SHALL V11 BE GREEN IN COLOR. WHERE MULTIPLE CONTROLLERS ARE USED ON THE PROJECT, EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR FOR PILOT WiriM WIRES. THE CONTRACTOR SHALL ROUTE TWO (2) SPARE CONTROL WIRES (GREEN) AND ONE (1) SPARE COMMON WIRE (WHITE) FROM THE CONTROLLER ALONG THE MAINLINE IN ALL DIRECTIONS AWAY FROM THE CONTROLLER. LOOP SPARE WIRES UP AND INTO EACH VALVE BOX ALONG THE MAINLINE, PROVIDING A 3 FOOT MINIMUM LOOP. SPARE WIRES SHALL BE LABELED. NO SYMBOL '9M• 5PwRS (LL. APPROVED) WATER -PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONS (�iD�pS30� G-021 PAIGE ELECTRIC/ CONTRACTOR SHALL ROUTE TWO (2) SPARE GREEN CONTROL WIRES AND ONE (1) SPARE WHITE COMMON WIRE FROM CONTROLLER TO END OF R-046 RAIN BIRD PRESSURE SUPPLY LINE AND TERMINATE WITHIN A 10" ROUND PURPLE VALVE BOX. SPARE WIRES SHALL BE LABELED AS SPARE AND TAGGED WITH RECYCLED WATER WARNING TAGS. HEAT BRAND SPARE WIRE BOX "SW". NO SYMBOL NDS (K.B.I.) KSC-XXX-S SWING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS LOWER THAN N/A THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. NO SYMBOL NDS (K.B.I.) KC -XXX -S SPRING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS HIGHER THAN N/A THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. NO SYMBOL T-CHRISTY'S PURPLE RECLAIMED WATER WARNING TAGS N/A NO SYMBOL AS APPROVED RECLAIMED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER COUNTY REQUIREMENTS R-047 NO SYMBOL RAIN BIRD ALL VALVE BOXES SHALL BE RAIN BIRD "VB" SERIES, PLASTIC TYPE WITH BLACK BODIES AND PURPLE OVERLAPPING LIDS, ALL BOXES SHALL BE N/A SECURED WITH A RAIN BIRD VB -LOCK -P PENTA HEAD BOLT, WASHER AND CLIP. BOXES SHALL BE AS SHOWN BELOW: DESCRIPTION MODEL # 7" ROUND BOXES VB-7RNDP 10" ROUND BOXES VB-1ORND-B BODY AND VB-10RNDP-L LID STANDARD RECTANGULAR BOXES VB -STD -B BODY AND VB-STDP-L LID JUMBO RECTANGULAR BOXES VB-JMB-B BODY AND VB-JMBP-L LID IRRIGATION METHOD DESCRIPTION CHART NUMBER DESCRIPTION OF THE IRRIGATION METHOD MPR OVERHEAD MP ROTATOR HEADS S OVERHEAD SPRAY HEADS CD CONVENTION DRIP (POINT SOURCE DRIP) DT INLINE DRIP TUBING B BUBBLERS HYDROZONE DESCRIPTION CHART NUMBER DESCRIPTION OF THE HYDROZONE 1 LOW WATER USE SHRUBS WITH POINT SOURCE DRIP 2 MEDIUM WATER USE SHRUBS WITH POINT SOURCE DRIP 3 MEDIUM WATER USE BIO-SWALE SHRUBS WITH SPRAYS 4 MEDIUM WATER USE SHRUBS WITH INLINE DRIP 5 LOW WATER USE HYDROSEED WITH MP ROTATORS 6 LOW WATER USE TREES WITH BUBBLERS 7 MEDIUM WATER USE TREES WITH BUBBLERS VALVE CALLOUT LEGEND CONTROLLER LETTER / STATION NUMBER VALVE SIZE IN INCHES FVALVE FLOW RATE IN G.P.M. A20 35 30 PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 1.5 --- OPERATING PRESSURE (PSI) 1 S 1.75 1,500 — ZONE AREA (SFT) L LL—ZONE PRECIPITATION RATE (IN./HR.) IRRIGATION METHOD SEE CHART HYDROZONE NUMBER SEE CHART CONTRACTOR SHALL INSTALL THE IRRIGATION SYSTEM PER TEMESCAL VALLEY WATER DISTRICT STANDARDS AND SPECIFICATIONS. FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: N.T.S. FOR DRIP TUBING ZONES M ^ LENGTH OF DRIP TUBING sweeney + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, Suite 309 Orange, Ca 92868 40 e, into@sweene yes so c.com It: r7141 938-0456 w; www.sweeneyassoc.com if: (714) 938-0456 1 AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN, MS 4279 I.P. NO 140004 SHEET NO. COUNTY OF RIVERSIDE L200 TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION LEGEND & NOTE -S-9 60 OF SHTS W.O. COUNTY /1:✓ w FORESTAR TOSCANA, LLC FILE NO. OS�pPF AR�y/ 51 A Tf OFACN PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 REIISIONS APPA. DATE COUNTY CERT NO. 3286, EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: N.T.S. FOR DRIP TUBING ZONES M ^ LENGTH OF DRIP TUBING sweeney + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, Suite 309 Orange, Ca 92868 40 e, into@sweene yes so c.com It: r7141 938-0456 w; www.sweeneyassoc.com if: (714) 938-0456 1 AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN, MS 4279 I.P. NO 140004 SHEET NO. COUNTY OF RIVERSIDE L200 TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION LEGEND & NOTE -S-9 60 OF SHTS W.O. COUNTY /1:✓ w FORESTAR TOSCANA, LLC FILE NO. Lel m Ln 00 0 Of O 0 0 W z z Q U Li Elf Q Q W 0 OI— Q � L� O m \ z � O Ir U O L'j I Q I' m J Q H C z C J O LLi EL z Q W ry � : Q W 0 - LI LI W z U 0 z z QO W F- O Q LL �_ CD O O � U a w > � Q O k<c,- I U _ LLJ U U z Q U JQ 0-I c� D j L201 A :-"~-- ■i �.- .. P2 ■. ■ FOR THIS SLOPE REFER TO TEMESCAL VELLEY "+� ■ _ f COMMUNITY PARK PP260001 PLANS (BY_ BMLA) ,314" _ _-..'`" 4_es. ■ i "ti _._ r x112" _,'i . ■ aw R.0 . Af. T� t a "— ' 1114"f-' '. ■, _ i'�er -t _ mmm mmmm mmmm a_ m mmmm 11 APPLIED a_ IN `'WALE, mmmm mmmm BIO SW ,E n mmmm tPEP CNIQ I TYR Q r r LLJ f- Q z W 1— LLI z U Q 0 F ry Q Q � z Q G' w ED � z z Q z O Iw– O F__ LJ �n I ED U z O H- to J I C5 LLJ q n Q J � z O 0 \ LL.i W Q U z I– J J Q Q I- _ ry0- O LjJ 0 U U z Li >O U – O z Q .I, Y w Q ('I S U 0I/) LLI —, > U W Q O O✓ F- U Z ,I m a- Q0- Q J s� Lel m Ln 00 0 Of O 0 0 W z z Q U Li Elf Q Q W 0 OI— Q � L� O m \ z � O Ir U O L'j I Q I' m J Q H C z C J O LLi EL z Q W ry � : Q W 0 - LI LI W z U 0 z z QO W F- O Q LL �_ CD O O � U a w > � Q O k<c,- I U _ LLJ U U z Q U JQ 0-I c� D j L201 A :-"~-- ■i �.- .. P2 ■. ■ FOR THIS SLOPE REFER TO TEMESCAL VELLEY "+� ■ _ f COMMUNITY PARK PP260001 PLANS (BY_ BMLA) ,314" _ _-..'`" 4_es. ■ i "ti _._ r x112" _,'i . ■ aw R.0 . Af. T� t a "— ' 1114"f-' '. ■, _ i'�er -t _ Mmmm mmm mmmm mmmm +YR m Mmmm mmmm mmmm mmmm +YR m mmmm 11 APPLIED ©mm IN `'WALE, mmmm LANDSCAPE IRRIGATION IN THIS AREA TO BE MAINTAINED BY THE HOA. REFER TO TOSCANA BACKBONE IRRIGATION IMPROVEMENT PLANS FOR CONTINUATION OF SYSTEM. CONTRACTOR SHALL CONNECT TO IRRIGATION LATERAL LINE STUB -OUT PROVIDED AS PART OF BACKBONE PACKAGE. orange, La 92868 w e: in`o@sweeneyassac cvn t: P14) 938 0456 w. www.sweeneyassec com ''..f: 1714) 938-0456 y� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK '72TWITHIN THE ROAD RIGHT-OF-WAY ONLY. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN DIAL ENCROACHMENT PERMIT AND/OR A TWO WORKING GRADING PERMIT HAS BEEN ISSUED. BEFORE DAYS BEFORE YOU DIG YOU DIG be private landscape architect signing these plans is responsible for assuring TOLL FREE 1-800-227-2600 the accuracy and acceptability of the desga hereon. In the event of discrepancies A PUBLIC SERVICE BY arising after county approval or during construction, the private andscape architect MARK BY DATE UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable solution and revising the plans for aoorovol by the ca nta. ENG NEER mmmm mmmm mmmm mmmm +YR m mmmm 11 APPLIED mmmm IN `'WALE, mmmm REIISIONS _. ® 1" V `"� ". = Ct "spy; ■ i i--^--..-� -- �. MA I �,^.� - _ � -.`- �� '..i�,.-- _ ,�� rte._ ' �--�.�� i ■ �� - -' � � - w. � �/�;� �-�/- n ( ""'-k. ,e ss"fid ■ ■ -....- _ F-nRRIE,.- RE?ER T; DW(sD?ql mmmm f mmmm +YR m 11 APPLIED �t IN `'WALE, mmmm mmmm BIO SW ,E _. ® 1" V `"� ". = Ct "spy; ■ i i--^--..-� -- �. MA I �,^.� - _ � -.`- �� '..i�,.-- _ ,�� rte._ ' �--�.�� i ■ �� - -' � � - w. � �/�;� �-�/- n ( ""'-k. ,e ss"fid ■ ■ -....- _ F-nRRIE,.- RE?ER T; DW(sD?ql PREPARED BY: �oSC,aP E qR�y r SWA GROUP 570 GLENNEYRE STREET 5' A, LAGUNA BEACH CA 92651 5471 4 PHONE 949.497. / FAX 949. 4 9 .7861 APPR. DATE qTf OF0AE C GOUNIY CERT NO.3286, EXP 12/2017 DATE: - DG TRAIL f (PER i �%IQ +YR — NO MMI CH APPLIED �t IN `'WALE, BOMBS mmmm BIO SW ,E PREPARED BY: �oSC,aP E qR�y r SWA GROUP 570 GLENNEYRE STREET 5' A, LAGUNA BEACH CA 92651 5471 4 PHONE 949.497. / FAX 949. 4 9 .7861 APPR. DATE qTf OF0AE C GOUNIY CERT NO.3286, EXP 12/2017 DATE: - DG TRAIL f (PER i �%IQ +YR — NO MMI CH APPLIED �t IN `'WALE, TYP. mmmm BIO SW ,E mmmm tPEP CNIQ I TYR r r mmmm ummm mmmm mmmm mmmm mmmm BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) FTOS301.A SCALE: off = 20'-0" NOTE A: POINT OF CONNECTION (POC) #1 SHALL BE A 1.112" RECYCLED WATER METER WITH A 1-112" SERVICE LINE. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING) WATER PRESSURE IS ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP HAS BEEN INDICATED ON THESE PLANS. WHEN USING RECYCLED WATER, OR ON POTABLE WATER SYSTEMS REQUIRING A PUMP, ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WATER PRESSURE AT POC: 204 PSI STATIC DESIGN WATER PRESSURE: 61 PSI MAXIMUM SYSTEM DEMAND: 23 GPM RESIDUAL WATER PRESSURE: 143 PSI NOTE B: POINT OF CONNECTION (POC) #2 SHALL BE A 2" RECYCLED WATER METER WITH A T' SERVICE LINE. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING) WATER PRESSURE IS ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP HAS BEEN INDICATED ON THESE PLANS. WHEN USING RECYCLED WATER, OR ON POTABLE WATER SYSTEMS REQUIRING A PUMP, ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) m WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW. IF ANY OF THE NPOC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL W TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. —� WATER PRESSURE AT POC: 204 PSI STATIC DESIGN WATER PRESSURE: 63 PSI r MAXIMUM SYSTEM DEMAND: 25 GPM RESIDUAL WATER PRESSURE: 141 PSI Q NOTE C: CONTROLLERS "A" & "B" SHALL BE OF THE BRAND, MODEL AND STATION SIZE AS INDICATED ON THE IRRIGATION MATERIALS LEGEND. THE CONTROLLERS SHALL BE INSTALLED IN THE APPROXIMATE LOCATION SHOWN. THE CONTRACTOR SHALL COORDINATE THE REQUIRED ELECTRICAL POWER SUPPLY AT THIS LOCATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. FINAL LOCATION OF CONTROLLERS AND N ELECTRICAL POINT OF CONNECTION SHALL BE CONFIRMED WITH OWNERS AUTHORIZED 0 REPRESENTATIVE PRIOR TO STARTING WORK. N _I NOTE D: THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS, SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST _i ONCE ANNUALLY WITH ALL NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURERS SPECIFICATIONS. U NOTE E: PRIOR TO START OF MAINTENANCE PERIOD IRRIGATION CONTROLLER SHALL BE PROGRAMMED TO RUN OFF REAL TIME ET. NOTE F: CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CALSENSE AND CFD OR LMD REPRESENTATIVES FOR APPROVAL OF ALL CENTRAL CONTROL SYSTEM EQUIPMENT LOCATIONS PRIOR TO INSTALLATION. NOTE G: CALCSENSE CERTIFICATION REQUIRED PRIOR TO START OF 90 DAY PLANT ESTABLISHMENT PERIOD. NOTE H: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF IF OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE I: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC, WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE J; THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER, THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE K: AFTER PROJECT INSTALLATION AN AUDIT SHALL BE CONDUCTED BY A CERTIFIED IRRIGATION AUDITOR WITH FINDINGS STATED IN A REPORT. I AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. FEET MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION PLAN W. 0. COUNTY FORESTAR TOSCANA, LLC I I FILE NO. NORTH SHEET NO', L201 20 60 OF SHTS i lw a aw N y 0 w C) Z CL • o z 0 ry Q 0 z Q z O O w Lij ED Q Z (-)o nI I d Q J = z o z w w O z Q Q EL o w O o w z -D o z C) _ z O z <t V) w Q �- o Cn w w > O O I- Of O n Q rl 0� a a_ n Z Q 0 <^ d w z Q cn O Z O O ry C� w I CE Q O Z O O Z Q w S Q n w w O D z <c z 50 ry F- 0 < ©o v CL. O Q'. (n �' d m tV J W Z -117 J r-, Rw 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 SSUED. the accuracy and acceptability of the des* 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 on acceptable solution and revising the plans for nnnrnunl hu tha rmmtu ENGINEER REVISIONS APPR, I DATE COUNTY @�0'�p` U nP t l rl 7 Dk I y ��r SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE iN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: 1" = 20r-011 "S NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC, WHEN ASLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE, THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER`S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. sweeney + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, Suite 209 Orange, Ca 92868 e, info@ s w eeraeyasso c.com t 17141 938-0935 w: w wwsweeneyassoCconn ,`: (714) 938-0456 I AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. FEET NORTH MS 4279 I.P. NO 140004 1 SHEET NC L2©2 TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION PLAN FORESTAR TOSCANA, LLC FILE NO. 21 60 OF SHTS I j r) z z rn C/-) w%A r � z Q r cn w M r � z z O z LL1 O w cn F- J I a M z Q O CO C5 w w 0- < z 0 U � r \ W w Q U � z I -- -i Q IY w Q r w = 0 w F z U w o0 z 0 O z a n ILL] Q" o uJ w w z > U 0 1= � � U d w Q w ry Q w .0 0 O ILL] z Z Q (9 an Zia � w r r < � Z Q r LL w Cr cn O M Z0 z z U O if,I F- d Q Uz J 0 n w 0- z w 1-- 3: 3: Q w o w w w z U o z z Q z w � 0 T— O Q U) 00 U w tr 0 w > or Q O r Y � U Q w z C) U z 0 F - Q � U °- Q CL d ry Q n c�Nll 0 N J W Z J U F— O 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 responslble for assuring the accuracy and aceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private landscope architect MARK BY DATE shall be responsble for determining on acceptable sduboo and revising the plans for nnnroval by the cmmty 'NGINEER REVISIONS APPR. I DATE COUNTY �S�P4E qR�y\ SIG ATURE ^ Q DATE �F OF C N\- PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A Z MIT90WIMPAIKIE. BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: wo NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18 OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION' OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK, sweeney + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, Suite 209 Orange, Ca 92868 Eo. e: info@ sweeneyasso c. com !t (714) 938-0456 _ w: www.sweeneyassoc.com If: (714) 938-0456 I AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. 60 70 80 FEET NORTH MS 4279 I. P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION PLAN FORESTAR TOSCANA, LLC SHEET NO. L203 22 60 —OE— SHTS i 2 S IL d W <c w w z CD W F- d 0 GJ d J J E- S U U) 0- w O y U W S U rr, W Ln 00 O w z CD cn W Q LL' W w z z Li I— S c� iY w O Y U w S 'U z Q J f1 • 0 z Q 0 Of ¢w rD � z � V) w z � � O O U I I M J Z U O J n Z <ry W S � n W W U 0 Z a z :2 O of f= O Q z Of O 00 u al O Q Of NWVNWW MVVU<M � cn Q " DIAL O W BEFORE > U YOU DIG �J D TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 eat 9 discrepancies arising after county approval or during construction, the private landscape architect MARK BY DAI shall be responsible for determining an acceptable solution and revising the plans for approval by the county. ENGINEER REVISIONS APPR. I DAIF COUNTY PP E AROb \F DATE O j OF SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/20117 DATE: FTOS301.A 3ENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) 1 1' Im NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 1Be OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER, THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNERS AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. sweeney + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, Suite 209 Orange. Ca 92868 e.40 info@ sweeneyassoc. tom t, 17141 938-0456 w: www.sweeneyassoc,com ,:f: (714) 938-0456 I AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. 60 70 80 FEET NORTH MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION PLAN FORESTAR TOSCANA, LLC COUNTY FILE NO. SHEET NO. L204 23 60 OF SH i► O O W z Z Q _O O Li a Q L a Q O z Q I - [If U) W m � Z z O Z U LLJ O J U) < m Q d Z O O U) J l y W n Q J _ Z O � O Z W W U � Q J Z D_ J > Q = O W U W O O O rr 0 z W Z > O O Z Q Y C/') J U Q W = O � U > v z C) O F- 0_ U 0- 0- Q Z Of (.n 0 W Ln 00 DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 responslle 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 8Y GATE shall be responsible for determining an acceptable solution and revising the plans for annmml by thn rainty ENGINEER 09ONS APPR. I DATE COUNTY sr D4 E -F OF CA�EOj sweeney + associates IRRIGATION DE>IGN AND CONSULTING 321 Rampart Street, SOYte 209 Orange, Ca 92868 e. n`o @swee neyassoc.com-t: (714) 938-0456 w www.sweeneyassoc.com f. (714) 9380456 PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO. 3286, EXP 12/2017 DATE: FTOS301.A MATCH LINE L206 BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD8a) SCALE: 1" = 20'-0" NOTE A: POINT OF CONNECTION (POC) #3 SHALL BE A 2" RECYCLED WATER METER WITH A 2" SERVICE LINE. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING) WATER PRESSURE IS ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP HAS BEEN INDICATED ON THESE PLANS, WHEN USING RECYCLED WATER, OR ON POTABLE WATER SYSTEMS REQUIRING A PUMP, ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WATER PRESSURE AT POC: 199 PSI STATIC DESIGN WATER PRESSURE: 111 PSI MAXIMUM SYSTEM DEMAND: 25 GPM RESIDUAL WATER PRESSURE: 88 PSI NOTE B: CONTROLLER "C" SHALL BE OF THE BRAND, MODEL AND STATION SIZE AS INDICATED ON THE IRRIGATION MATERIALS LEGEND. THE CONTROLLERS SHALL BE INSTALLED IN THE APPROXIMATE LOCATION SHOWN. THE CONTRACTOR SHALL COORDINATE THE REQUIRED ELECTRICAL POWER SUPPLY AT THIS LOCATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. FINAL LOCATION OF CONTROLLERS AND ELECTRICAL POINT OF CONNECTION SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK, NOTE C: THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY WITH ALL NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURERS SPECIFICATIONS. NOTE D: PRIOR TO START OF MAINTENANCE PERIOD IRRIGATION CONTROLLER SHALL BE PROGRAMMED TO RUN OFF REAL TIME ET. NOTE E: CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CALSENSE AND CFD OR LMD REPRESENTATIVES FOR APPROVAL OF ALL CENTRAL CONTROL SYSTEM EQUIPMENT LOCATIONS PRIOR TO INSTALLATION. NOTE F: CALCSENSE CERTIFICATION REQUIRED PRIOR TO START OF 90 DAY PLANT ESTABLISHMENT PERIOD. NOTE G: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 180 OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE H: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE I: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE KJ: AFTER PROJECT INSTALLATION AN AUDIT SHALL BE CONDUCTED BY A CERTIFIED IRRIGATION AUDITOR WITH FINDINGS STATED IN A REPORT. I AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN, BD Bo -FEET J l NORTH MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION PLAN FORESTAR TOSCANA, LLC FILE NO. SHEET NO. L205 24 60 OF SHTS 0 w z c� W � o d ryry Z Q 0_ 0 U-1 D7 \ � z z 0 0 Z 0 z U LJ Z 1 _0 W (/1 F J Q m z Q 0 cn U V) J W n - cc Q w W' Q J Z 0 C� � ry~ U �F W W \Z W W Z U Q z � J Q w Q'J F- ry a 1-- W = D w0ch ch OZ U U Z Ld Of U a 0 0 Z > <C O J U U7, n W Q a _ U U7 w w w _ > U z O <c J ch� U a Q < g J w Q 0 - z O GO ry w 0) In 00 s C 0 W z CD V0 W O O Z Q Ln O � z Q � w 0_ 0 Li M \ z 0 0 U z 0 1 < <c M Q z cn J O C5 a[-- W w z cc Q w � ry~ 1 Q W W W W W Z U � z z 50 w r 1-- O Q = w I- 0 0' 0 Ld Of U a W U, > 0 Q O Of U <[ w r-) w _ U > (} 0 F- z g- U < g J w -Q a O_ Q n 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 SSUED. the accuracy and acceptability, of the design hereon. In the event of discrepancies III after county approval or dudng castmction, the ornate Iandscalpe architect HARK BY DATE shall be responsible for determining an acceptable solution and revising the plans fa approval by the county, ENGINEER REASIONS APPR. I DATE COUNTY �S�aPE ARCy\ OF C AV\E SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A MATCH LINE L207 BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) 1" = 20'-0" NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE 8: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION' OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. sweeney + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, Suite 209 Orange, Ca 92868 e: info@sweeneyassoc.com a (714) 938-0456 -0 w: www.sweeneyassoc.com ;f: (714) 938-0456 I AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. 60 70 80 FEET —I—r-1 NORTH MS 4279 /.P. NO 740004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION PLAN FORESTAR TOSCANA, LLC W. 0. COUNTY FILE NO. f SHEET NO. L206 25 60 OF SHTS B n n w F= d z LLJ f` 0 0 Li z Q to cn � o Q 0 o z I -- r> V) w M z O z U LJ (Dw F- -I Q m z Of U O U) J I Li 0 CL Q J z o b z w L,J U 7 w z ry J Q 1-- ry 0 w O � O U W U z p O z <c [n __jU Q n w = p cn U w w z > U Q O J Of U n a- a w Ef <t cL r >'' z 0 Q CD W r- d Lj 0 z� r� W LL tr O EdM O Z U OW I 1= J Q 07 J Z J O W a- < W ry sS Q W W W W W z U D C z <r z w �O t- O Q W I- 05 0 0 U w bi In w > � Q' o ry Y Ln U Q v w o W = w w U > U O 1= < n d nGL 0_ GL <c a- a 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 SSUED. The private landscape architect signing these ploas is responslle for assuring the accuracy and acceptability of the desuim hereon. In the event of discrepancies arising after county approval or during construction, the private landscape architect MARK BY DATE shall be respalsiale for determining an acceptable solution and revising the plans for anneaval by th9 mintiv ENGINEER RE%IONS APPR. I DAT COUNTY \CAPE qR�y\ 5 Z - \f DATE F\ OF C h�-� PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) 1 r' = 20'-0" NOTE A: POINT OF CONNECTION (POC) #4 SHALL BE A 2- RECYCLED WATER METER WITH A 2" SERVICE LINE. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING) WATER PRESSURE IS ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP HAS BEEN INDICATED ON THESE PLANS. WHEN USING RECYCLED WATER, OR ON POTABLE WATER SYSTEMS REQUIRING A PUMP, ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, WATER PRESSURE AT POC: 186 PSI STATIC DESIGN WATER PRESSURE: 104 PSI MAXIMUM SYSTEM DEMAND: 26 GPM RESIDUAL WATER PRESSURE: 82 PSI NOTE B: CONTROLLER `13'SHALL BE OF THE BRAND, MODEL AND STATION SIZE AS INDICATED ON THE IRRIGATION MATERIALS LEGEND. THE CONTROLLERS SHALL BE INSTALLED IN THE APPROXIMATE LOCATION SHOWN. THE CONTRACTOR SHALL COORDINATE THE REQUIRED ELECTRICAL POWER SUPPLY AT THIS LOCATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE, FINAL LOCATION OF CONTROLLERS AND ELECTRICAL POINT OF CONNECTION SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE D: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC, WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALT: HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE E: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS; AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. sweeney + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, Sm:e 209 0ran8e, Ca 9285$ - -s+ e: Info@ sweeneyassoc. com !t: (714) 938-0455 _ _ w: www.sweeneyasso<.<om ,:f: (714) 938-0456 [AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No, 889.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. I FEET NORTH MS 4279 I.P. NO 140004 SHEET N0 L207 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION PLAN FORESTAR TOSCANA, LLC W. 0. 2111111111 26 60 OF SHTS 2 E n 0 - CL w Q 'w I- o I `-I z I WOf I- Q O \ �1 a z Q cn Of <C z Z Q Of Of V) W M F - z z � z U Z O W I O win < J M Z U O C J O J w I w n >- < J = z O o Cif Q w z LJ w W z U z J <; z z 5 Q I- ry w o W - O Q z 0 o z Lj o > z o O z Q NL J O W \� _ Cn W W W > U Z O U Z CL. <t a-cr� <L Q a_ U) Cr LLj 0) Ln 00 0 (owl O i O C� w u Wr < v O z <t LLJ O z (� T -- Of Of V) O Li CO z O o U Z O W I < m Q O z C J O CL � z w I— Cif Q w w LJ w w z C) o z <; z z ch O w - O Q 0 o w W Cn O O �7 r; (n F - Q W v w w U Z O Of <L EL Q n 0_ d w DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 olscrwcles arising after county approval or during construction, the private Iondsoape a chitect MARK BY OAi shall be responsible fa determining on acceptable solution and revising the plans 1- I I — approval by the county, ENGINEER RENSIONS 0 fT�� NA DTEQ sf\f OFAC l+iii/ PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DALE: FTOS301.A MATCH LINE L209 BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) 1" = 201 -0" FOR: NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION' OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. sweenelJ.. + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, Suite 209 Orange, Ca 92868 —4v e: info@sweeneyasso c.com IC (714) 938-0456 w: www.sweeneyassoc.com If: (714) 938-04S6 I AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 858.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN, 60 80 FEET L NORTH MS 4279 I.P. NO 740004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION PLAN FORESTAR TOSCANA, LLC W. 0. SHEET NO L208 27 60 OF SH TSI 0 w Q'z C U) c� Li Of F- 0 z Q w m � z z O O z Iw— O w U) � J I CID z U O vnJ W n I CC Q J z o = O z w L -J U d J Q m J 7;Q 2 O Ld w 0 in z CD ElfO w U z — z O t. O z \` Q 0 'U CL w z cn U w > U O 1-- Q 0- a Q n Of d a_ U) IY LLJ t� L0 00 6 O a L,1 m z O F=- Q o- w w z z Li I-- cD in w O U w S U z <Q J 0- C z <t In r^ Q o� z � Q Cn 0 O O O Of U w J m Q J U z _I O m a- < Qry W r F- � <C w w U D z Q z :2 o m I --- 0 —O Q z � 00 U a_ 0 O zzCn o CC nnvvN>\rvn r nnnr DIA, r TWO WORKING © C0 BEFORE DAYS BEFORE LLj > Cwj YOU DIG YOU DIG 0 F O_ U TOLL FREE 1-800-227-2600 11 Q A PUBLIC SERVICE BY n EC <r a UNDERGROUND SERVICE ALERT 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 siging 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 rehsing the plans for apTroval by the county. ENGINEER REVISIONS APPR, I DATE COUNTY /caPE ARc sf 7 DAT OF C N�\FOj MATCH LINE L210 SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: V = 202-011 NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC, WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERNOF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK, NOTE C: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. SUJCGE:tIE'.1y. + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, Suite 209 Orange, to 92868 are e: in.. isweeneyassoc.com't: (714) 938-0456 ,,,_ a vrww.sweeneyasSoccom !f: (714) 938 0456 I AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. FEET NORTH MS 4279 1. P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION PLAN FOR: I W. 0. FORESTAR TOSCANA, LLC L209 I ff3w1flo s n n w F - Q z w I--- 0 LL z ,c V / w o A \Vf"1y 0 z Q n Q z Q F— U� O w M z D z O z LLJ o LJ 0 I g ry m z o {J) �<C ! — tI w ;'.W a- >- Lv < J z O (� -17 z w LJ ry v Lij z ~ J Q z O 0 �5 W W z w z c� F— oLi z z o O 0 V) a- W a = cf) 0 w v z O I— a n Q W a- ry z Q LL to w rn Ln 00 .E Q W z W U-1 lc� % 0 z Q (/ Q LL W U� O LLJCo D z O O ry O z 0 w I d J < �<C ! O z tI O Lv W -17 F ry ry Q Lij W W W z O 0 �5 z Q zo z w F— O Q ti F- 0 0 C) CIL. w 0 > O z 0 a �ry W w z O y O z O F- 21 O J CL_ Q n ry Q n a 1,77, rki ITI 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 accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the Ovate landscape architect MARK BY DATE shall be responsible for determining an acceptable solution and revising the plans for ova b the county. ENGINEER REZI0NS APPR, I DAI COUNTY Q DATE �f OF C h� SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV +1058.40 (NAVD88) SCALA: 1 i = 20f-011 NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER, THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. sweeney + associates IRRI-GATION DESIGN AND CONSULTING 321 Rampart Street, Suite 209 Orange, Ca 92868 is",. e: info@sweeneyassoc.com It (714) 938-0456 w: www.sween eyaz5pc.cpm I,`: (714) 93.8-0455 I AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. 60 70 80 FEET NORTH COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION PLAN FORESTAR TOSCANA, LLC W FILE NO. SHEET NO. L21© 29 60 OF SHTS n n < I w I Q z Lj H- C J z W Q a 1 0 z � 0 < Q o z Q 0 �O LLJ M z z O U � z 0 LJ � � J I Q ED z a U O Cn � z to J O LiJ a <Y Q J z O v I— rK W LZLJ Lva- U � Q z J Q � J Q `tz LJ O LiJ C3 L, 0 z Li U z p O LJ Q U 0 z U cn n w Q v S p Cn U W L11 W > U Z �( O F- U > U D- a_ Q n Cr J Q 0 - Ir LL.J Ln 00 2 L1J cza Lil Q 0 1 r-) z Q � Q O � z Q 0 �O LLJM zO ry U z 0 IJ I M. J � z to J O 0_ W n z Q L.J rK d Lva- '..LiJ LSI W z U o c5 z `tz LJ � ry F- 0 Q LL � o O v ci LJ Cn > 0 z O In U Q W w _ o U > U z O r U J a_ Q a ry -n Q n DIAL BEFORE YOU DIG TOLL FREE a 70IF TWO WORKING DAYS BEFORE YOU DIG 800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 TISSUED. Be priwte landscape architect signMg these plans is responsible for assuring 1 11 the accuracy and acceptability of the design hereon. In Be event of discrepancies arising after county approval or during construction, the private landscape architect MARK BY DATE shall be responsible for determining on acceptable solution and revising the plans far ovM b Be county, ENGINEER RENSIONS APPR. I DAIt COUNTY �APE gAlRCy\ �@� J�q D`' OF CNLY I W6,3109 SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) 1" = 20'-011 FOR: NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 1Be OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC, WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERNOF THE HEAD INDICATED ON THE PLANS, THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK, NOTE C: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. sweenelJ. + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, Suite 209 Orange, Ca 92868 e: info@sweep eyas 5oc.com!t: (7141 938-0456 .._ w: www.sweeneya5soc.com ',f: (7141 938-0456 I AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No, 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN, i0 60 70 80 FEET NORTH MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION PLAN FORESTAR TOSCANA, LLC COUNTY FILE NO, SHEET NO L211 30 60 _ OF_SHT5 m w m z G cn 0— w 711 c.� J J CD w 0 y - U w U Z <i J n Iw • 0 w Z U In L11 Q w rn Z `Z 0 Q H-- w 0 0 V) Lj w O F= Of— U a_ Q a. 0_ n DIAL BEFORE YOU DIG TOLL FREE o O jJ TWO WORKING DAYS BEFORE YOU DIG -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 SSUED. 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 I BY DATE shall be responsible for determining an acceptable solution and revising the plans for approval by the county ENGINEER REASONS APPR. DATE COUNTY �ARO s 5 ' G_ e JTE \F OfACh�F/ SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494,7861 CERT NO. 3286, EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.-1058.40 (NAVD88) SCALE: 1° = 20t-011 NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE I AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC, WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, ORIF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE, THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER, THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. sweeney + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, 5u,te 209 Orange, Ca 92868 e: in`:o@sou eeney assvccvm t 17141 938-0455 w: www.sween eyassp <.com ',f: 17141 938-0456 I AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. 80 70 80 FEET ----��— NORTH MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION PLAN FORESTAR TOSCANA, LLC no FILE NO. L212 31 60 OF SHTS Of W ED z z 0 F - _Q D_ i I>— Li 1 U J J F- S CO V) 01 L1J 0 CO Ld S U U) ry w Ln DO s n W z 0 U) �i fl O w ED z Z O CLIQ cD w Of ry w w z c� z w CD U) Cr w O U w v Z Q J d • 0 Q *t(y ry . 0 1 Vz~ z � Q L� Cn O Z � O O U w I m J U Z U O n z Q w Q w w w U 0 z d z � d n� O Q W I— z Ir a O U w 0 O Z Q V) o cn w w U OF Q 0_ DIAL BEFORE YOU DIG TOLL FREE 2M A- TR , TP TWO WORKING DAYS BEFORE YOU DIG —800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. NOTE: WORK CONTAINED WITHIN THESE P' ANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR A GRADING PER HAS BEEN SSUED. the private landscape architect signing these plans is responsible to 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 DAT shall be responsible for determining on acceptable solution and revising the plans for approval by the county, ENGINEER REVISIONS APPR. I DAIS COUNTY �pPE gRCy\ Sr , DATE �F OF C li MATCH LINE L214 INW9890 M. SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO. 3286, EXP 12/2017 DATE: BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD86) FTOS301.A SCALE: 111=201-011 NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC, WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. sweeney + associates IRRIGATION DESIGN AND CONSULTING 321'. Rampart Street, Suite 209 Orange, Ca 92868 e: info@sweeneyessoccom L (714) 93.8-0456 w: www.sweeneyassoc.com 1,`: (714) 938-0456 I AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No, 859,3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN, 0 60 70 80 FEET ---1 NORTH MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION PLAN FORESTAR TOSCANA, LLC W. 0. FILE NO, SHEET NO. L213 32 60 _ OF SHTS 0 LLJ 1" 7 40 0 CD Q 1,130 to 1" Cn 40 W CD Of 3,322 Q 0 z Q Elf U7) W DID z z O z O �_ J (n < Q mQ z UO (n J W 0 Ctf Q J F z O W z W Q U Z J J .5 Q = � O n W CD L� 0 (n zz O z W 0 z O O z Q z > O O CL Q II ry Q n W M Ln oC ly- i 0 W z z Q O (n In W C) Q Q a �o� z � QW LL Y V) O m z0 O z O OW Q m J Q U J O VQw ry O < w n W W W z O o z z <c z O r"F— O Q 0 0 cn v a- > > Q O � V U Q W Cn c> > c> O F - of Q i `GL Q 9� a DIAL I TWO WORKING BEFORE DAYS BEFORE YOU DIGA YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 SSUED. >he private landscape architect signing these plops is responsible for assuring the accuracy and acceptability of the design hereon. In the event or discrepancies arising after county approval or during construction, the private landscape architect MARK BY DAIS roll be responsible for determining an acceptable solution and revising the plans for approval by the county, ENGINEER N J W Z_ J 0 H Q A" � 0 T MONUMENT AND MONUMENT LIGHTING TO BE MAINTAINED BY THE HOA. an to oe 12" BOX :REE u w1 0 D45 1" 7 40 1 CD 0.49 1,130 D46 1" 20 40 2 CD 0.49 3,322 s t MONUMENT AND MONUMENT LIGHTING TO BE MAINTAINED BY THE HOA. �OS�PPE AR�y/T PREPARED BY: C SWA GROUP 570 GLENNEYRE STREET SIrNATUR LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 D TEA`\E �p REASONS APPR. DATE o r9Tf C COUNTY CERT NO.3286 , EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: 11t a 201-011 — ADDITIONAL BUBBLERS SPECIFIED TO PROVIDE ADEQUATE COVERAGE OF ROOT BALL FOR PROPOSED SPECIMEN TREES. NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. SUJE3enel,.. + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, Suite 209 Orange, Ca 92868 e: in`o@sweenevassoa.com .t: (714) 938-6456 0 w; www.sweeneyassoc.com Lf: (714) 938-0456 1 AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859;3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. 20 30 40 50 60 70 80 FEET NORTH MS 4279 I.P. NO 140004 SHEET NO. COUNTY OF RIVERSIDE LG TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION PLAN 33 60 _ OF SHTS W.O. COUNTY FORESTAR TOSCANA, LLC FILE NO i <0 o W Jz Ll = z U <c > CD CD > z 0 Cn 0 Q <L Li o 1 Q z � Ct; o Q CL V) d a Q w m z z � z z LL o C z U \ 0 w Z Z o z Of U O o w C CL <c n ef Q U Z C� = O 1I z Of LLl w C3 Q z ~ J Q ry J d W CL w O w UL� U o E5 z 10LLJ U z Q z w �<<z d OQ W W Ln Ll = o V) U > CD o > z 0 0 Q <L � o LLL Q z � Ct; < Q CL v-) W Ln Ll = 00 CD > CD o o � z 0 0 Q <L � o LLL Ll ry z z c� < V) 0 a Q o z z Q LL C \ I-- Z Z o U o w < <c r 0 d CD � U� <C SECTION C 1/4" = 1'-0" 4NTING PLAN kTdffff G ed FINTdIIIII1011111lik 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 ISSUFD. Phe 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 resporsible for determining an acceptable solution and revising the plans for approval by the county, ENGINEER 21'-0- 1 1 EXTENT OF GRADING SECTION B \� 1/4., = 1'-0" TREES PER PLANTING PLAN PLANTING PER PLANTING PLAN BIO-SWALE SOIL PER SPECIFICATIONS NOTE: CONCRETE HEADER AT TRAIL EDGE TO BE THE SAME WIDTH AS TRAIL FENCE (F1) POST. ALIGN POST AND HEADER. REVISIONS APR I DATE COUNTY �S�PPE AR�y\ SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.54711/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) AS SHOWN MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS SECTIONS W. 0. 1 COU IN I Y FILE NO. FORESTAR TOSCANA, LLC L301 I 34 60 _ OF SHTS W Ll = w L.J CD > CD o � z r U Q <L Ll ry SECTION C 1/4" = 1'-0" 4NTING PLAN kTdffff G ed FINTdIIIII1011111lik 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 ISSUFD. Phe 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 resporsible for determining an acceptable solution and revising the plans for approval by the county, ENGINEER 21'-0- 1 1 EXTENT OF GRADING SECTION B \� 1/4., = 1'-0" TREES PER PLANTING PLAN PLANTING PER PLANTING PLAN BIO-SWALE SOIL PER SPECIFICATIONS NOTE: CONCRETE HEADER AT TRAIL EDGE TO BE THE SAME WIDTH AS TRAIL FENCE (F1) POST. ALIGN POST AND HEADER. REVISIONS APR I DATE COUNTY �S�PPE AR�y\ SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.54711/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) AS SHOWN MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS SECTIONS W. 0. 1 COU IN I Y FILE NO. FORESTAR TOSCANA, LLC L301 I 34 60 _ OF SHTS LLJz z CD \N&z Q w Q o LLJ I— v 11f `z c� z v FS w m � z a z O U � C OO k z U '.,,. LJ co J LLJ Q O 0 � w z >U z O E_ n Q n ry Q n 1 tr O o w z CD Q LLJ ry < `r z � d LL I - w U�o m z O z v O_ w I— m J <d � � z to J O CL W q z of Q LSI S f— ~ Q W n Ld w w Z U � Q Z Z :"; O W IY ♦— 1— O Q cDo 0 U q- w > 1- O Of U) � Q " w C) V) LLj w U > U z O _ <c Of U J C` Q n ry n 0 CONCRETE HEADER 1 1/2 It = it—on AMMENDED PLANTED MEDIUM CONCRETE CURB. MATERIAL, COLOR, AND FINISH TO MATCH (P1) PAVING. REFER TO LEGEND. #4 REBAR, CONTINUOUS, TYP. LAP ENDS 12" P7 - MEDIAN/DECORATIVE GRAVEL 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 D IAL ENCROACHMENT PERMIT AND/OR A TWO WORKING GRADING PERMIT HAS BEEN ISSUED. DAYS BEFORE YOU DIG The private landscape architect signing these plans is reversible for assuring TOLL FREE I —ROO-227-2800 the accuracy and ac4tabiTity of the design hereon. In the event of discrepancies A PUBLIC SERVICE BY arising after county approvol or during construction, the private landscape architect MARK BY DATE UNDERGROUND SERVICE ALERT sholl be responsible for determining on acceptable solution and revising the plans for oval by the county, ENGINEER 1/4 PAVEMENT DEPTH LLJw z � 3/16" JOINT WIDTH CDz/,/ f , w . J \ Q v =DElf \ w a FS J e U REM9ONS CAST -IN-PLACE CONCRETE PAVEMENT, TYP.. REFER TO LAYOUT PLANS, MATERIAL LEGEND, AND SPECIFICATIONS FOR SPECIFIC PAVEMENT TYPE AND FINISH. Ye" TOOLED EDGES OF PAVEMENT, TYPICAL. EDGES SHALL BE ALIGNED, CONSISTENT, STRAIGHT, AND TRUE. FINISHED SURFACE OF PAVEMENT, TYPICAL COMPACTED SUB -BASE (PER CIVIL) COMPACTED SUBGRADE (PER CIVIL) COLD CONSTRUCTION JOINT (TOOLED) P3 MAINTENANCE STRIP NTS \L y„ = 1'-011 EXPANSION JOINT WITH SEALANT CAST -IN-PLACE CONCRETE PAVEMENT, TYP.. REFER TO LAYOUT PLANS, MATERIAL LEGEND, AND SPECIFICATIONS FOR SPECIFIC PAVEMENT TYPE AND FINISH. Ys" TOOLED EDGES OF PAVEMENT, TYPICAL. TOOLED JOINT SEALANT, TYPICAL. REFER TO SPECIFICATIONS. PROVIDE PRIMER, SEALANT, AND SAND ON JOINT FINISH. CLOSED -CELL BACKER ROD, AT 1/8" WIDER THAN JOINT WIDTH, WITH NO BOND TO SEALANT, TYPICAL. FINISHED SURFACE OF PAVEMENT, TYPICAL. COMPRESSIBLE EXPANSION JOINT FILLER MATERIAL, SET AT FULL DEPTH, TYPICAL. REFER TO SPECIFICATIONS FOR TYPE. JOINT SHALL BE SET STRAIGHT AND TRUE. COMPACTED SUB BASE (PER CIVIL) COMPACTED SUB GRADE (PER CIVIL) VARIES - REFER TO LAYOUT PLAN 1 P1 PEDESTRIAN CONCRETE PATH N.T.S. 'IJ 1-1/2" — 1'-0" APPR. I DATE COUNTY NPE AR H PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: I OS301.A EXPANSION JOINT, TYP. C.I.P. CONCRETE MAINTENANCE STRIP. SEE LAYOUT LEGEND FOR INTEGRAL COLOR AND FINISH. CONTINUOUS #3 REBAR, TYP. MULCH LAYER, HOLD F.S. OF MULCH LAYER 1" BELOW ADJACENT MAINTENANCE STRIP, TYP. AMENDED PLANTING SOIL, TYP. COMPACTED SUB GRADE, TYP. SUB GRADE, TYP. NOTE: FOR MATERIAL COLOR AND FINISH OF EACH COMPONENT REFER TO LEGEND AND SPECIFICATIONS. 4 L401 CIP CONCRETE (PER STRUCTURAL ENGINEER) COMPACTED SUB BASE (PER CIVIL) COMPACTED SUBGRADE (PER CIVIL) BENCHMARK: MS 4279 I.P. NO 140004 SHEET NO NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 COUNTY OF RIVERSIDE L� PID: DX5558 TEMESCAL CANYON ROAD 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE STREET IMPROVEMENT PLANS BURIED 0.4 FEET ELV.+1058.40 35 60 (NAVD88) CONSTRUCTION DETAILS o rxy f SHTS SCALE: AS SHOWN FOR. FORESTAR TOSCANA, LLC W RLLEN1' 2 w Z: v FS a 1 P1 PEDESTRIAN CONCRETE PATH N.T.S. 'IJ 1-1/2" — 1'-0" APPR. I DATE COUNTY NPE AR H PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: I OS301.A EXPANSION JOINT, TYP. C.I.P. CONCRETE MAINTENANCE STRIP. SEE LAYOUT LEGEND FOR INTEGRAL COLOR AND FINISH. CONTINUOUS #3 REBAR, TYP. MULCH LAYER, HOLD F.S. OF MULCH LAYER 1" BELOW ADJACENT MAINTENANCE STRIP, TYP. AMENDED PLANTING SOIL, TYP. COMPACTED SUB GRADE, TYP. SUB GRADE, TYP. NOTE: FOR MATERIAL COLOR AND FINISH OF EACH COMPONENT REFER TO LEGEND AND SPECIFICATIONS. 4 L401 CIP CONCRETE (PER STRUCTURAL ENGINEER) COMPACTED SUB BASE (PER CIVIL) COMPACTED SUBGRADE (PER CIVIL) BENCHMARK: MS 4279 I.P. NO 140004 SHEET NO NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 COUNTY OF RIVERSIDE L� PID: DX5558 TEMESCAL CANYON ROAD 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE STREET IMPROVEMENT PLANS BURIED 0.4 FEET ELV.+1058.40 35 60 (NAVD88) CONSTRUCTION DETAILS o rxy f SHTS SCALE: AS SHOWN FOR. FORESTAR TOSCANA, LLC W RLLEN1' 2 ID w Ln 00 0 Ll.I Z CD V) w ' ry w m 75 z 11z O V) �5 Lil rK LLJ w z C5 z w z cD to w O Y U w U Z Q J 0_ 0 o U� w w > U O U n Q n IY Q 0 0 z 0 Q o � z Qw w U) O Z 1) O O U w i J m Q J v z n Q cw Q n w w U d z <ry z � O O Q w r oa U CL O z ryC Q ~ o w W > CJ O L;r U Z Q GL LL' <t w 0 X32'-9" 1 L403 W1 MONUMENT WALL - PLAN 3/16" = 1'-0" A i h 77 � 7p.. 1 L402 ro/ 27'-9" NOTE: FOR MATERIAL COLOR AND FINISH FOR EACH COMPONENT REFER TO LEGEND AND SPECIFICATIONS. 24" X 1/4" THICK LASER CUT CORTEN STEEL RAISED LETTERING (FONT AND GRAPHICS BY OTHERS) STONE COBBLE FACING, MORTAR SET TO CONCRETE WALL CONCRETE WALL CORE NOTE: FOR MATERIAL COLOR AND FINISH FOR EACH COMPONENT REFER TO LEGEND AND SPECIFICATIONS. "" "' IICK LASER CUT CORTEN STEEL RAISED NT AND GRAPHICS BY OTHERS) W1 MONUMENT WALL - UNFURLED ELEVATION 3/16" = 1'-0" NOTE: ACCENT o ASSOCIATED w LOGO TO z BY HOA. z Q O v� L0 Q r, o z Q w m � zO� z U 0 w F __j I Q m z Of Q O U J w n Q w z O w w <[ z _r Q ry - -5 < w 9 z O LLJ > z O � v ID w Ln 00 0 Ll.I Z CD V) w ' ry w m 75 z 11z O V) �5 Lil rK LLJ w z C5 z w z cD to w O Y U w U Z Q J 0_ 0 o U� w w > U O U n Q n IY Q 0 0 z 0 Q o � z Qw w U) O Z 1) O O U w i J m Q J v z n Q cw Q n w w U d z <ry z � O O Q w r oa U CL O z ryC Q ~ o w W > CJ O L;r U Z Q GL LL' <t w 0 X32'-9" 1 L403 W1 MONUMENT WALL - PLAN 3/16" = 1'-0" A i h 77 � 7p.. 1 L402 ro/ 27'-9" NOTE: FOR MATERIAL COLOR AND FINISH FOR EACH COMPONENT REFER TO LEGEND AND SPECIFICATIONS. 24" X 1/4" THICK LASER CUT CORTEN STEEL RAISED LETTERING (FONT AND GRAPHICS BY OTHERS) STONE COBBLE FACING, MORTAR SET TO CONCRETE WALL CONCRETE WALL CORE NOTE: FOR MATERIAL COLOR AND FINISH FOR EACH COMPONENT REFER TO LEGEND AND SPECIFICATIONS. "" "' IICK LASER CUT CORTEN STEEL RAISED NT AND GRAPHICS BY OTHERS) W1 MONUMENT WALL - UNFURLED ELEVATION 3/16" = 1'-0" NOTE: ACCENT LIGHTING AND ASSOCIATED SIGN LOGO TO BE MAINTAINED BY HOA. V" 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 SSUED. the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval an during construction, the private landscape architect MARK I BY DATE shall be responsible for determining an acceptable solution and revising the plans for approval b the county. ENGINEER RENONS APPR, I DATE COUNTY aP E ARCy\ Q V\f DATE EO� Of G N�\ PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) ALE: AS SHOWN FACING, MORTAR SET TO CONCRETE WALL CORE JIATION IN STONE SIZE: LARGER STONES AT BOTTOM OF WALL & SMALLER STONES AT THE TOP, TYP. LINE OF WALL (BELOW GRADE) MS 4279 I.P. NO 940004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS CONSTRUCTION DETAILS FOR: W. 0. COUNT' FORESTAR TOSCANA, LLC I I FILE NO ®1 L402 I 36 60 OF SHTSi. n 0- < w I<C w n w z ¢ cn w F- 4 ryo z Q w � z z :D z O Z U LLJ W V) m z o Un J C.9 n l W In CL Q J z o O U I— \ w w U Z J ry J a w 0w0 0 U5 z U U LIJ o O z Y J U n Lj O V) w w 0 U z O � 0_ 0 n ry m Cn ry w GD) Ln cc 0 m LTJ m Z Z 0 m 05 L>J m J ^w w ry U MA Lw 0 z 0 ry o z << 0 O Z :D O O n U w I J m > v z n n z Q J m <t rn w w U n z ¢ O m � O Q 0 0 U Cl_ \\I I !14Z _T7 n U U' WITHINATHE ROAD PROVALBRIGHT OFAWAYY THE OONLYON DEPARTMENT IS FOR WORK v �I NOTE: ^AAWA^^'""A""^" SHALL NONTAINECOMRK MENCEI UNTIESANPLANS ^^" """"" DIALENCROACHMENT PERMIT AND/OR A TWO WORKING GRADING PERMIT HAS BEEN (ISSUED. BEFORE DAYS BEFORE YOU DIG YOU DIG Phe 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 rinsing after county approval or during construction, the Ovate landscape architect FVARKI by DATE UNDERGROUND SERVICE ALERT shall be responsible for determining on acceptable solution and revising the plans 'or woW by the county. ENGINEER RMONS APPR. I DATE COUNTY DATEOF � PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: V) z ¢ J o.. 0 e - w w w V w COBBLE STONE, TYP. REFER TO LEGEND FOR MATERIAL COLOR AND FINISH. HARD SWALE (PER CIVIL) TREE TRUNK, REFER TO PLANS FOR LOCATION SOIL, PER DETAILS AND SPECIFICATIONS P4 TREE PLANTING IN HARD SWALE 3/4" = 1'-0" W1 MONUMENT WALL - SECTION 3/4" = V-0" FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: Dx5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88j AS SHOWN NOTE: FOR MATERIAL COLOR AND FINISH FOR EACH COMPONENT REFER TO LEGEND AND SPECIFICATIONS. STONE COBBLE MORTAR SET TO TOP OF CONCRETE WALL FINISHED GRADE SLOPED TO WALL 3/4" GRAVEL BACKFILL, TYP. PLANTING MEDIUM, TYP. 24" x 1/4" THICK LASER CUT CORTEN STEEL RAISED LETTERING SLEEVE INSET FOR LETTERING, TYP. CORE DRILL AND EPDXY SET PINS REINFORCED CONCRETE WALL (CORE CONCRETE & REINFORCEMENT PER STRUCTURAL) COLD FLUID APPLIED BITUMINOUS WATERPROOFING, SEE SPECS STONE COBBLE MORTARED & PLACED W/ DRY -STACK EFFECT 4" PERFORATED DRAINAGE PIPE WRAPPED IN FILTER FABRIC, DAYLIGHT TO STREET GUTTER (PER CIVIL). EXISTING SUBGRADE, TYP. CONCRETE FOOTING (PER STRUCTURAL ENGINEER) STEEL CONNECTION DOWEL (PER STRUCTURAL ENGINEER) COMPACTED SUB BASE (PER STRUCTURAL ENGINEER) MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS CONSTRUCTION DETAILS FOR: Vv`. 0. COUNTY FORESTAR TOSCANA, LLC I I F41J A 0. SHEET NO L403 37 60 _ OF SH TS n LJ CD U0 W '<C W ®4 "' • V n z <c cn n FY `C n z TRAIL FENCING - END VIEW ' x .3 RAIL - PVC APPROVED 8Y: MPH STD. H-007 Cn W M TOP OF SLOPE z z TOP OF SLOPE � z O z rw- 3 w cis I— J I OVERLAPS ANCHOR PIN 24" O.C. PARALLEL M v,. v oz Cf) }.' k � — k TOE OF SLOPE a_ W Of PERPENDICULAR a- >_ <C J xy z O 0 U Q 3" ORGANIC MULCH LAYER hiz STAGGER EDGE OF NETTING 24" MIN_ HORIZONTALLY O Z -- __j J <t CC 7;Q a_ G_ TO SLOPE AND AT OVERLAPS V-0" MIN. OVERLAPS W w0 n z O O LLJ 't TOE OF SLOPE O O z <c O 1 Cn w <, � O �w z > 0 O I— J CG O 5 a Q PLAN n ry 0° MIN. OVERLAPS Q n M tY W Un 00 M O n CD z O Q in � cn 0 <C <[ LJ n z � LL Y M O LLJM z 0 zU O w I ~ m J � U z r W of << w 1 I— r a _w w LLJ w w I Z C.J O d z z � 0 'w ry O Q w � O 0 0 v 0- � Ur) Q O � W z w w C� > U z O d J n c� a a PLANTING RRAN TRANSITION A,TH WITH CAPPE (4 1!2" RADIUS TYP t CONCRETE ERHOWEL FINISH a TURF U#64 REBAR CONTINUOUS, BASE AND COMPACTION PER OVERLAP 1Z'@,ALL SPLICES GEOTECHNICAL REPORT NOTE: LOCATE WEAKENED PLANE JOINTS AT 20' O.C. MAX, AND AT ALL CHANGES IN DIRECTION HEADER APPROVED BY: MPH REV: Ci. f� N -:Tib fiih^ it4'At£ �tWt N.T.S. s PLANTING AREA WITH MULCH 1 TRANSITION AT HARDSCAPE CONCRETE HEADER QDECOMPOSED GRANITE TRAIL S CONCRETE HEADERS AT EDGES 4 PVC RAIL FENCE AND FOOTING O COMPACT SUBGRADE v�zw. I= 20f9 NOTE: ALIGN CONCRETE HEADER WITH CENTER LINE OF PVC RAIL FENCE. RAIL FENCE TO OCCUR ON THE ROAD f STREET SIDE OF THE DECOMPOSED GRANITE TRAIL. TILE i -907 -TRAIL -FEN -NG UGUUDW£. V CO POST ROUTE RAIL$LLOTS ON POSTS AS t W/ LS ATTACHED TO 9" " OR 6'X6" SQUARE PVC POST RE60RED TO ALLOW FOR ELEVATION' CHANGES BETWEEN POSTS (4� FINISH GRADE POST WITH ST STAINLESS STEEL ATTACH TO CONCRETE /2 CCROWN FOOTING, OV EE FINISStH3 GRADE ON ALL FOUR SIDESCONCRETE HEADER AT B EDGE OF ISG TRAIL NOTES: -OMIT FENCING WITHIN SIGHT DISTANCE ZONES -PVC POSTS AND RAILS SHALL BE WHITE OR AS APPROVED BY COUNTY -TWO RAIL FENCING SHALL BE REVIEWED BY RCTLMA ON A PROJECT SPECIFIC BASIS 57e? 1,11 s 13� n Ey/l N l TNNMTADNCOMPACTION APRPERTR SIAREA WITH TECHL R OT CONCRETE HEADER OR CURB STABILIZED RECOMPOSED NOTE. GRANITE, INSTALL AND COMPACT PROVIDE PRE -EMERGENT IN Z' LIFTS HERBICIDE TO SUBGRALE PER;, SPECIFICATIONS N.T.S. 1\� N.T.S. N.T.S. SECTION SCALE: 112"=1'-0" PLAN SCALE: 14'=V-0" O� 2j! RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE 02-05-13 TRAIL FENCING - END VIEW ' x .3 RAIL - PVC APPROVED 8Y: MPH STD. H-007 112" = V-0" REV: TILE i -907 -TRAIL -FEN -NG UGUUDW£. V CO POST ROUTE RAIL$LLOTS ON POSTS AS t W/ LS ATTACHED TO 9" " OR 6'X6" SQUARE PVC POST RE60RED TO ALLOW FOR ELEVATION' CHANGES BETWEEN POSTS (4� FINISH GRADE POST WITH ST STAINLESS STEEL ATTACH TO CONCRETE /2 CCROWN FOOTING, OV EE FINISStH3 GRADE ON ALL FOUR SIDESCONCRETE HEADER AT B EDGE OF ISG TRAIL NOTES: -OMIT FENCING WITHIN SIGHT DISTANCE ZONES -PVC POSTS AND RAILS SHALL BE WHITE OR AS APPROVED BY COUNTY -TWO RAIL FENCING SHALL BE REVIEWED BY RCTLMA ON A PROJECT SPECIFIC BASIS 57e? 1,11 s 13� n Ey/l N l TNNMTADNCOMPACTION APRPERTR SIAREA WITH TECHL R OT CONCRETE HEADER OR CURB STABILIZED RECOMPOSED NOTE. GRANITE, INSTALL AND COMPACT PROVIDE PRE -EMERGENT IN Z' LIFTS HERBICIDE TO SUBGRALE PER;, SPECIFICATIONS N.T.S. 1\� N.T.S. N.T.S. SECTION SCALE: 112"=1'-0" PLAN SCALE: 14'=V-0" O� 2j! NOTE: NOT BE USED IN HYDROSEEDED AREAS OR SWALES N.T.S. 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. >he 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 of dAg construction, the private landscape architect MARK BY DATE shell be reslensble for determining an acceptable schition and revising the plans for annrad by the munty_ ENGINEER REM90NS APPR, I DATE COUNTY AP E AR�y� s TEr I�ZOF 7,0" Op, 1t; f SECTION_ RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPftRT EhITS BATE: 02 06.13' 6" MIN, � �` I "� A Q TOP OF SLOPE TYPICAL 4' WIDE JUTE NETTING ROLL TOP OF SLOPE p' ANCHOR PIN 12" O.C. 3 PERPENDICULAR TO SLOPE AT ROLL t OVERLAPS ANCHOR PIN 24" O.C. PARALLEL v,. TO SLOPE AND AT OVERLAPS }.' k � k TOE OF SLOPE r `✓ PERPENDICULAR TO SLOPE AT xy r x.,,a, T ✓f OVERLAPS Q 3" ORGANIC MULCH LAYER STAGGER EDGE OF NETTING 24" MIN_ HORIZONTALLY s ANCHOR PIN 24"0,C, PARALLEL � TO SLOPE AND AT OVERLAPS V-0" MIN. OVERLAPS NOTE: NOT BE USED IN HYDROSEEDED AREAS OR SWALES N.T.S. 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. >he 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 of dAg construction, the private landscape architect MARK BY DATE shell be reslensble for determining an acceptable schition and revising the plans for annrad by the munty_ ENGINEER REM90NS APPR, I DATE COUNTY AP E AR�y� s TEr I�ZOF 7,0" Op, 1t; f SECTION_ RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPftRT EhITS BATE: 02 06.13' MULCH & JUTE NETTING I � �` APPROVED BY: MPH let ON SLOPE "� A "§To: H-003 AS SHOWN REV: NOTE: NOT BE USED IN HYDROSEEDED AREAS OR SWALES N.T.S. 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. >he 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 of dAg construction, the private landscape architect MARK BY DATE shell be reslensble for determining an acceptable schition and revising the plans for annrad by the munty_ ENGINEER REM90NS APPR, I DATE COUNTY AP E AR�y� s TEr I�ZOF 7,0" Op, 1t; f SECTION_ !1Li I UFIc ..I]If. htI 1..N{. 5..1JY2.lil>; NOTE: NOT BE USED IN HYDROSEEDED AREAS OR SWALES N.T.S. PREPARED BY SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A L BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) AS SHOWN 1 HARDSCAPE MULCH ROUGH GRADE FINISH GRADE BASE AND COMPACTION PER GEOTECHNICAL REPORT TRANSITION AREA ; ADATT ASIN N.T.S. 0 MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS CONSTRUCTION DETAILS W. 0. COUNTY FORESTAR TOSCANA, LLC I I FILE NO. L404 38 60 _ OF SH TS JUTE NETTING i TOP OF SLOPE p' TYPICAL 4' WIDE JUTE NETTING ZD ROLL t ANCHOR PIN 12" O.C, k r `✓ PERPENDICULAR TO SLOPE AT xy r x.,,a, T ✓f OVERLAPS s ANCHOR PIN 24"0,C, PARALLEL � TO SLOPE AND AT OVERLAPS 't TOE OF SLOPE STAGGER EDGE OF NETTING 24' MIN. HORIZONTALLY \ 5 PLAN 0° MIN. OVERLAPS SCALE: 114"=1'-0"' !1Li I UFIc ..I]If. htI 1..N{. 5..1JY2.lil>; NOTE: NOT BE USED IN HYDROSEEDED AREAS OR SWALES N.T.S. PREPARED BY SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A L BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) AS SHOWN 1 HARDSCAPE MULCH ROUGH GRADE FINISH GRADE BASE AND COMPACTION PER GEOTECHNICAL REPORT TRANSITION AREA ; ADATT ASIN N.T.S. 0 MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS CONSTRUCTION DETAILS W. 0. COUNTY FORESTAR TOSCANA, LLC I I FILE NO. L404 38 60 _ OF SH TS JUTE NETTING !1Li I UFIc ..I]If. htI 1..N{. 5..1JY2.lil>; NOTE: NOT BE USED IN HYDROSEEDED AREAS OR SWALES N.T.S. PREPARED BY SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A L BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) AS SHOWN 1 HARDSCAPE MULCH ROUGH GRADE FINISH GRADE BASE AND COMPACTION PER GEOTECHNICAL REPORT TRANSITION AREA ; ADATT ASIN N.T.S. 0 MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS CONSTRUCTION DETAILS W. 0. COUNTY FORESTAR TOSCANA, LLC I I FILE NO. L404 38 60 _ OF SH TS m 0 LJ in w < Q c� z a o Q o z Q I- r SUCCULENT, SET PLUMB. REFER TO w m PLANTING PLAN FOR SPECIES, FORM, HEIGHT, REFER TO SPECIFICATIONS FOR TYPE. SPREAD, AND/OR OTHER REQUIREMENTS. ,; , ; SHRUB PLANTING PIT. SCARIFY SIDES, AND LAY BACK SLOPE ALONG UPHILL SIDE OF z PLANTING PIT, TYP. MULCH LAYER. REFER TO SPECIFICATIONS U z FOR TYPE AND COVERAGE DEPTH, TYPICAL. w �LL O HOLD MULCH AWAY FROM BASE OF SUCCULENT. J PROVIDE COMPACTED BOTTOM AT ROOTBALL OF - ¢ SUCCULENT ROOT BALL (WELL ROOTED). m Q z SET ROOTBALL CROWN AT 1" ABOVE FIN. GRADE. U O � PLANTING TABLET/PACKET TYPICAL. REFER TO w I SPECIFICATIONS FOR SPECIES, FORM, H'EIGH'T, REFER & SOILS TEST FOR TYPES AND �\ W APPLICATION RATES.SHRUB d r Elf 3" DEEP TEMP. WATERING BASIN. PROVIDE UNTIL Q PERMANENT IRRIG. SYSTEM IS OPERATIONAL. z O ROOTBALL CROWN AT 1" ABOVE FINISH GRADE. AMENDED PLANTING BACKFILL MIXTURE. REFER TO v ORIGINAL GRADE LINE OF SLOPE, TYP. � r - z - v Q SURFACE SOIL PREPARATION. REFER TO SPECS. z r .w w & SOILS TEST (TYP.) FOR TYPES AND APPLICATION Q % �� ' > I � - <�Y �' Y ry w O w AMENDED PLANTING BACKFILL MIXTURE. REFER TO PLANTING PIT SIZE AT MIN. 2X THE � - SPECS & SOILS TEST (TYP.). WATER AND TAMPSUCCULENT O LLj PROVIDE POSITIVE DRAINAGE AWAY FROM BOTTOM z U — > SPECIAL AMENDED PLANTING BACKFILL MIXTURE. O - - z FOR SUCCULENTS. REFER TO SPECS AND SOILS THE PLANTING PLANS & LEGEND, Q _ - SHRUB PLANTING PIT. SCARIFY SIDES, AND J U w - U PROVIDE POSITIVE DRAINAGE AWAY FROM BOTTOM- o � w w Z - > U OF ROOTBALL, TYPICAL. - Ory SHRUB ROOTBALL DIAMETER, TYP. UNDISTURBED NATIVE SUBGRADE SOIL. 3X ROOTBALL DIAMETER MIN. UNDISTURBED NATIVE SUBGRADE SOIL. I Q n V5 ry w <n L0 GO O 0 w z CD U) w ry L, m z 'z 0 �r ry Co C3 w ry w w z U z w I- ry w O U w Z Q w 2_ s 0 z Q cry 0 r d o z d w U�0 z � O 0 ry U w I m < J U Z O w � Z w ry z � < w w w U r) Z z o 0 Q w r-- 00 U rz Cn O z Of d ~ CD w > U O F U Cl -Of n VINE PLANTING AT COLUMN SCALE: NTS 1, FACE OF WALL REMOVE NURSERY STAKE AND FILL VOID WITH AMENDED PLANTING BACKFILL MIXTURE, TYP. SPREAD OUT MAJOR VINE SEGMENTS AND ATTACH: COLUMNS/POSTS - USE MIN. (3) ADHESIVE ANCHORS/STEM. STAKED VINE, SET PLUMB. REFER TO PLANT LIST FOR SPECIES, FORM, HEIGHT, SPREAD, AND/OR OTHER REQUIREMENTS. MULCH LAYER. REFER TO SPECIFICATIONS FOR TYPE AND COVERAGE DEPTH, TYPICAL. HOLD MULCH AWAY FROM BASE OF VINE, TYPICAL. VINE ROOTBALL (WELL ROOTED). SET ROOTBALL CROWN AT 1" ABOVE FINISHED GRADE, TYPICAL. PROVIDE POSITIVE DRAINAGE AWAY FROM BOTTOM OF ROOTBALL, TYPICAL. 3" DEEP TEMP. WATERING BASIN. PROVIDE UNTIL PERMANENT IRRIG. SYSTEM IS OPERATIONAL. FINISHED GRADE, TYPICAL. SURFACE SOIL PREPARATION. REFER TO SPECS. PLANTING TABLET/PACKET, TYP. REFER TO SPECS & SOILS TEST FOR TYPES AND APPLICATION RATES. VINE PLANTING PIT. SCARIFY SIDES, AND PROVIDE COMPACTED BOTTOM AT ROOTBALL OF VINE. PLANTING PIT SIZE AT MIN. 2X THE VINE ROOTBALL DIAMETER, TYPICAL. AMENDED PLANTING BACKFILL MIXTURE. REFER TO SPECS & SOILS TEST (TYP.). WATER AND TAMP TO REMOVE AIR POCKETS. UNDISTURBED NATIVE SUBGRADE SOIL. NOTE: DIAGRAM REFERS TO ALL PLANT SPACING UNLESS OTHERWISE NOTED, TYPICAL. EDGE CONDITION (CONCRETE PAVEMENT, EDGING MATERIAL, WALL, FENCE, BUILDING FACADE, ETC.) TRIANGULAR SPACING FOR OPTIMUM COVERAGE, TYPICAL. CENTER OF PLANT (SHRUB, GROUNDCOVER, ETC.) TYPICAL. REFER TO PLANT LIST FOR TYPE, SIZE AND SPACING REQUIREMENTS. SUCCULENT PLANTING SCALE: NTS F.G. ORNAMENTAL GRASS, SET PLUMB. REFER TO PLANT LIST AND SPECS FOR SPECIES, FORM, HEIGHT, SPREAD, AND/OR OTHER REQUIREMENTS. MULCH LAYER, TYP. REFER TO SPECIFICATIONS FOR TYPE AND COVERAGE DEPTH. HOLD MULCH AWAY FROM BASE OF ORNAMENTAL GRASS. ORN. GRASS ROOT BALL (WELL ROOTED). SET ROOTBALL CROWN AT 1" ABOVE FINISH GRADE. PLANTING TABLET/PACKET TYP. REFER TO SPECS & SOILS TEST FOR TYPES AND APPLICATION RATES. SHRUB, SET PLUMB. REFER TO PLANT LIST AND SPECIFICATIONS FOR SPECIES, FORM, HEIGHT, SPREAD, AND/OR OTHER REQUIREMENTS. MULCH LAYER. REFER TO SPECIFICATIONS FOR TYPE AND COVERAGE DEPTH, TYPICAL. HOLD MULCH AWAY FROM BASE OF SHRUB. SHRUB ROOT BALL (WELL ROOTED). SET ROOTBALL CROWN AT 1" ABOVE FIN. GRADE. PLANTING TABLET/PACKET, TYP. REFER TO {SSPE©CSgRpEFLE�R TTO NSP�'EgCTSES& SOILS TEST FOR TYPES 3N DEEPP TEMP. ATERING BASIN. PROVIDE UNTIL PERMANENT IRRIG. SYSTEM IS OPERATIONAL. SURFACE SOIL PREP FOR SLOPE, AS REQUIRED. REFER TO SPECIFICATIONS. SUCCULENT, SET PLUMB. REFER TO EROSION CONTROL MATERIAL ON SLOPE, TYP. PLANTING PLAN FOR SPECIES, FORM, HEIGHT, REFER TO SPECIFICATIONS FOR TYPE. SPREAD, AND/OR OTHER REQUIREMENTS. ,; , ; SHRUB PLANTING PIT. SCARIFY SIDES, AND LAY BACK SLOPE ALONG UPHILL SIDE OF PLANTING PIT, TYP. MULCH LAYER. REFER TO SPECIFICATIONS ORN. GRASS PLANTING PIT. SCARIFY SIDES, AND MULCH LAYER, TYP. REFER TO SPECIFICATIONS FOR TYPE AND COVERAGE DEPTH, TYPICAL. NOTES: FOR TYPE AND COVERAGE DEPTH. HOLD MULCH HOLD MULCH AWAY FROM BASE OF SUCCULENT. '' PROVIDE COMPACTED BOTTOM AT ROOTBALL OF - AWAY FROM BASE OF SHRUB, TYP. SUCCULENT ROOT BALL (WELL ROOTED). SET ROOTBALL CROWN AT 1" ABOVE FIN. GRADE. SHRUB, SET PLUMB. REFER TO PLANT LIST AND PLANTING TABLET/PACKET TYPICAL. REFER TO ORN. GRASS. PLANTING PIT SIZE AT MIN. 2X THE SPECIFICATIONS FOR SPECIES, FORM, H'EIGH'T, REFER & SOILS TEST FOR TYPES AND �\ AND/OR SPREAD REQUIREMENTS. APPLICATION RATES.SHRUB ��/o ROOT BALL (WELL ROOTED). SET 3" DEEP TEMP. WATERING BASIN. PROVIDE UNTIL PERMANENT IRRIG. SYSTEM IS OPERATIONAL. „/, ROOTBALL CROWN AT 1" ABOVE FINISH GRADE. AMENDED PLANTING BACKFILL MIXTURE. REFER TO PLANTING PLANS ORIGINAL GRADE LINE OF SLOPE, TYP. FINISHED GRADE, TYPICAL. - AMENDED PLANTING BACKFILL MIXTURE. REFER - SPECS & SOILS TEST (TYP.). WATER AND TAMP PLANTING TABLET,/PACKET TYP. REFER TO SPECS SURFACE SOIL PREPARATION. REFER TO SPECS. -_-_- & SOILS TEST (TYP.) FOR TYPES AND APPLICATION SUCCULENT LANTING PIT. SCARIFY SIDES, % �� ' RATES. AND PROVIDE COMPACTED BOTTOM AT ROOTBALL. - <�Y �' Y - AMENDED PLANTING BACKFILL MIXTURE. REFER TO PLANTING PIT SIZE AT MIN. 2X THE ,�> - -��; _ - SPECS & SOILS TEST (TYP.). WATER AND TAMPSUCCULENT ROOTBALL DIAMETER, TYPICAL ROOTBALL PROVIDE POSITIVE DRAINAGE AWAY FROM BOTTOM ON -CENTER PLANT SPACING AS NOTED IN ACCORDINGLY TO REMOVE AIR POCKETS. SPECIAL AMENDED PLANTING BACKFILL MIXTURE. PROVIDE POSITIVE DRAINAGE AWAY FROM BOTTOM - - MIN. FOR SUCCULENTS. REFER TO SPECS AND SOILS THE PLANTING PLANS & LEGEND, __ _ - SHRUB PLANTING PIT. SCARIFY SIDES, AND TEST. WATER AND TAMP TO REMOVE AIR POCKETS. - - PROVIDE COMPACTED BOTTOM AT ROOTBALL OF PROVIDE POSITIVE DRAINAGE AWAY FROM BOTTOM- - =_ - SHRUB. PLANTING PIT SIZE AT MIN. 3X THE OF ROOTBALL, TYPICAL. SHRUB ROOTBALL DIAMETER, TYP. UNDISTURBED NATIVE SUBGRADE SOIL. 3X ROOTBALL DIAMETER MIN. UNDISTURBED NATIVE SUBGRADE SOIL. ORNAMENTAL GRASS, SET PLUMB. REFER TO PLANT LIST AND SPECS FOR SPECIES, FORM, HEIGHT, SPREAD, AND/OR OTHER REQUIREMENTS. MULCH LAYER, TYP. REFER TO SPECIFICATIONS FOR TYPE AND COVERAGE DEPTH. HOLD MULCH AWAY FROM BASE OF ORNAMENTAL GRASS. ORN. GRASS ROOT BALL (WELL ROOTED). SET ROOTBALL CROWN AT 1" ABOVE FINISH GRADE. PLANTING TABLET/PACKET TYP. REFER TO SPECS & SOILS TEST FOR TYPES AND APPLICATION RATES. SHRUB, SET PLUMB. REFER TO PLANT LIST AND SPECIFICATIONS FOR SPECIES, FORM, HEIGHT, SPREAD, AND/OR OTHER REQUIREMENTS. MULCH LAYER. REFER TO SPECIFICATIONS FOR TYPE AND COVERAGE DEPTH, TYPICAL. HOLD MULCH AWAY FROM BASE OF SHRUB. SHRUB ROOT BALL (WELL ROOTED). SET ROOTBALL CROWN AT 1" ABOVE FIN. GRADE. PLANTING TABLET/PACKET, TYP. REFER TO {SSPE©CSgRpEFLE�R TTO NSP�'EgCTSES& SOILS TEST FOR TYPES 3N DEEPP TEMP. ATERING BASIN. PROVIDE UNTIL PERMANENT IRRIG. SYSTEM IS OPERATIONAL. 0 DIAL TWO WORKING BEFORE DAYS BEFORE j YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 PER HAS BEEN ISSUED. the private landscape architect signing these plans is respontle for assuring the accuracy and occeptabaity of $e design hereon. In the event of discrepancies wising after county approval or during construction, the private landscape architect MAR BY DATE shall be responsible fon determining an acceptable solution and revising the plans fon approw b the count . ENGINEER 3 E""" SCALE: N.T.S. REVISIONS APPR. DATE COUNTY I,A_\►l S� AP E tiROy SIGNATURE s s -z -I 41 DATE Q OF CNV\% SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) AS SHOWN MS 4279 I.P. NO 940004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS PLANTING DETAILS FORESTAR TOSCANA, LLC W. 0. I COUi FILE NO. SHEET NO L405 39 60 _ OF SHTSI V SURFACE SOIL PREPARATION. REFER TO SPECS. SURFACE SOIL PREPARATION. REFER TO SPECS. >; �,� ,; , ; SHRUB PLANTING PIT. SCARIFY SIDES, AND - x �ti - ORN. GRASS PLANTING PIT. SCARIFY SIDES, AND �� PROVIDE COMPACTED BOTTOM AT ROOTBALL O F NOTES: '' PROVIDE COMPACTED BOTTOM AT ROOTBALL OF - SHRUB. PLANTING PIT SIZE AT MIN. 2X THE - ORN. GRASS. PLANTING PIT SIZE AT MIN. 2X THE SHRUB ROOTBALL DIAMETER, TYP. 11X11 = SPACE PLANTS ON -CENTER (OC) ACCORDING TO PLANT SPACING THE PER ORN. GRASS ROOTBALL DIAMETER, TYPICAL. AMENDED PLANTING BACKFILL MIXTURE. REFER TO PLANTING PLANS & LEGEND, TYPICAL. - AMENDED PLANTING BACKFILL MIXTURE. REFER SPECS & SOILS TEST (TYP.). WATER AND TAMP -_-_- = TO SPECS & SOILS TEST (TYP.). WATER AND TO REMOVE AIR POCKETS. "X/2" = SPACE PLANTS ACCORDING TO Y2 THE - TAMP TO REMOVE AIR POCKETS. 2X ROOTBALL PROVIDE POSITIVE DRAINAGE AWAY FROM BOTTOM ON -CENTER PLANT SPACING AS NOTED IN 2X ROOTBALL PROVIDE POSITIVE DRAINAGE AWAY FROM BOTTOM DIAMETER MIN. OF ROOTBALL, TYP. THE PLANTING PLANS & LEGEND, TYPICAL. DIAMETER MIN. OF ROOTBALL, TYPICAL. UNDISTURBED NATIVE SUBGRADE SOIL. UNDISTURBED NATIVE SUBGRADE SOIL. 0 DIAL TWO WORKING BEFORE DAYS BEFORE j YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 PER HAS BEEN ISSUED. the private landscape architect signing these plans is respontle for assuring the accuracy and occeptabaity of $e design hereon. In the event of discrepancies wising after county approval or during construction, the private landscape architect MAR BY DATE shall be responsible fon determining an acceptable solution and revising the plans fon approw b the count . ENGINEER 3 E""" SCALE: N.T.S. REVISIONS APPR. DATE COUNTY I,A_\►l S� AP E tiROy SIGNATURE s s -z -I 41 DATE Q OF CNV\% SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) AS SHOWN MS 4279 I.P. NO 940004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS PLANTING DETAILS FORESTAR TOSCANA, LLC W. 0. I COUi FILE NO. SHEET NO L405 39 60 _ OF SHTSI V o rw z vi w i-- _Q Q . o z Q 0 o < CD CDz z Q (;0 V HARDSCAPE «",V ROOT BARRIER APPROVED BY: MPH (SEE SPECS) > ; w m PLANTING TABLET/PACKET, TYP. REFER TO SPECS ALONG EDGE OF HARDSCAPE > MAY BE SAME AS IRRIGATION TRENCH WHERE APPLICABLE. z z MATERIAL) O w z REMOVE AIR POCKETS. U F- O SET UNIT(S) AT UPHILL SIDE OF SLOPE, TYP'. J - - - - ORIGINAL GRADE LINE OF SLOPE, TYP. TREE PLANTING PIT. SCARIFY SIDES, AND I PROVIDE COMPACTED BOTTOM AT ROOTBALL OF m < z O TREE. PLANTING PIT SIZE AT MIN. 2X THE FROM TREE TRUNK, TYP. - O to -- BOTTOM OF WOODEN PLANTING CONTAINER. J 0 (24" BOX AND LARGER NURSERY STOCK). w w Of r / n Q J ACCORDINGLY TO REMOVE AIR POCKETS. SOIL TO INDICATED DEPTH, MINIMUM. EXCAVATION T z O MUST PENETRATE IMPERMEABLE SOIL LAYER(S), TYPICAL. BACKFILL WITH EXCAVATED SOIL. TREE ROOT AERATION UNIT (TREE CHIMNEY) w w U '5 J Q d PROVIDE COMPACTED BOTTOM AT ROOTBALL LJ o z � 0 z w z oz 2X ROOTBALL BOTTOM OF WOODEN PLANTING CONTAINER. DIAMETER MIN. Y V w Q O o CO z > U O = a_ n Q w ry Q 0- Of w C5> LO 00 0 6 01 1 C� o w z q* Q O 16 w o 144 z �_ a w Of o m z O ry � U O w I J Cfl % J I Z V) J O CD 0— v Q z z � _ Of O Q w w w W W U U Q z z� O w- 1= — O Q w LL - U5 0 0 U5U Of In w z O > O am U Q w z O W U > U z O < Cy- U J d. Q w EC Q o DIAL BEFORE YOU DIG TOLL FREE PLAN SCALE: 114"=14 d n 4 ` ? w O z SECTION RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS SCALE: 314"=1'0" (;0 V HARDSCAPE «",V ROOT BARRIER APPROVED BY: MPH (SEE SPECS) > ; TRENCH FOR ROOT BARRIER PLANTING TABLET/PACKET, TYP. REFER TO SPECS ALONG EDGE OF HARDSCAPE ;> MAY BE SAME AS IRRIGATION TRENCH WHERE APPLICABLE. AMENDED PLANTING BACKFILL MIXTURE. REFER TO (BACKFILL SAME AS ADJACENT MATERIAL) (� SET TOP OF ROOT BARRIER LJ 1" BELOW FINISH GRADE TREE PLANTING PER PLANS AND DETAILS NOTE: ROOT BARRIER IS REQUIRED WHERE TREE IS 6'-0" OR LESS FROM EDGE OF HARDSCAPE. N.T,S. ]TWO WORKING DAYS BEFORE YOU DIG -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 orduaoe architect signing these plans is responsible for assuring the accuracy and acceptablity 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 approval by the county, ENGINEER NOTE: IF PLANTING PIT DOES NOT PROVIDE ADEQUATE DRAINAGE, CONTACT LANDSCAPE ARCHITECT PRIOR TO PLANTING FOR FURTHER DIRECTION. 0 I z I F TREE ROOT AERATION UNIT (TREE CHIMNEY) ASSEMBLY, TYPICAL. ASSEMBLY INCLUDES PERFORATED PIPE, FILTER FABRIC WRAP, AND GRATE. REFER TO SPECIFICATIONS FOR TYPE(S) SIZE(S), AND QUANTITY. SET UNIT PLUMB, TYP. TRUNK OF SHADE/FLOWERING TREE. MULCH (PER SPECS), HOLD MULCH AWAY FROM TREE TRUNK, TYP. a , RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE: 62-05.13 / ROOT BARRIER «",V SHADE/FLOWERING TREE, SET PLUMB. REFER APPROVED BY: MPH f� > ; ,, PLANTING TABLET/PACKET, TYP. REFER TO SPECS STD. P—q13 SCALE VARIES SEE ABOVE REv: N.T,S. ]TWO WORKING DAYS BEFORE YOU DIG -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 orduaoe architect signing these plans is responsible for assuring the accuracy and acceptablity 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 approval by the county, ENGINEER NOTE: IF PLANTING PIT DOES NOT PROVIDE ADEQUATE DRAINAGE, CONTACT LANDSCAPE ARCHITECT PRIOR TO PLANTING FOR FURTHER DIRECTION. 0 I z I F TREE ROOT AERATION UNIT (TREE CHIMNEY) ASSEMBLY, TYPICAL. ASSEMBLY INCLUDES PERFORATED PIPE, FILTER FABRIC WRAP, AND GRATE. REFER TO SPECIFICATIONS FOR TYPE(S) SIZE(S), AND QUANTITY. SET UNIT PLUMB, TYP. TRUNK OF SHADE/FLOWERING TREE. MULCH (PER SPECS), HOLD MULCH AWAY FROM TREE TRUNK, TYP. a , / TREE ROOTBALL (WELL ROOTED). SET ROOTBALL SHADE/FLOWERING TREE, SET PLUMB. REFER CROWN AT 1" ABOVE FINISHED GRADE, TYPICAL. > ; ,, PLANTING TABLET/PACKET, TYP. REFER TO SPECS ;> & SOILS TEST FOR TYPES AND APPLICATION RATES. AMENDED PLANTING BACKFILL MIXTURE. REFER TO - -- SPECS & SOILS TEST (TYP.). WATER AND TAMP TO TREE ROOT AERATION UNIT. REFER TO SPECS _ REMOVE AIR POCKETS. FOR TYPE AND QUANTITY PER TREE, TYPICAL. PROVIDE POSITIVE DRAINAGE AWAY FROM BOTTOM SET UNIT(S) AT UPHILL SIDE OF SLOPE, TYP'. OF ROOTBALL, TYPICAL. - - - - ORIGINAL GRADE LINE OF SLOPE, TYP. TREE PLANTING PIT. SCARIFY SIDES, AND _ - PROVIDE COMPACTED BOTTOM AT ROOTBALL OF - - TREE. PLANTING PIT SIZE AT MIN. 2X THE FROM TREE TRUNK, TYP. - TREE ROOTBALL DIAMETER, TYPICAL. -- BOTTOM OF WOODEN PLANTING CONTAINER. (24" BOX AND LARGER NURSERY STOCK). SPECS & SOILS TEST (TYP.). WATER AND TAMP UNDISTURBED NATIVE SUBGRADE SOIL r / AUGER INTO UNDISTURBED NATIVE SUBGRADE ACCORDINGLY TO REMOVE AIR POCKETS. SOIL TO INDICATED DEPTH, MINIMUM. EXCAVATION r' MUST PENETRATE IMPERMEABLE SOIL LAYER(S), TYPICAL. BACKFILL WITH EXCAVATED SOIL. TREE ROOT AERATION UNIT (TREE CHIMNEY) SCALE: N.T.S NOTE: TREE STAKING SHALL BE AT THE CONTRACTOR'S OPTION. CONTRACTOR IS REQUIRED TO KEEP TREE VERTICAL AND PLUMB THROUGHOUT DURATION OF CONTRACT PERIOD. SHOULD CONTRACTOR ELECT TO GUY TREE, CONSULT WITH LANDSCAPE ARCHITECT PRIOR TO TAKING ACTION TO COORDINATE LOCATION AND SETTING OF GUY WIRES. TREE, SET PLUMB. SEE PLANTING PLAN. TREE TIE, TYPICAL. PROVIDE IN LENGTH, SIZE, QUANTITY, AND TYPE PER SPECIFICATIONS. FIRMLY ATTACH TIES TO STAKES, TYP. PROVIDE STAKE LENGTHS AND SECURE TIES AT LOWEST LEVEL AT WHICH THE TREE CAN BE ADEQUATELY SUPPORTED. MAX. HEIGHT AT 3/4 �I OF THE HEIGHT OF THE TREE. WOODEN TREE STAKE, TYP., SET PLUMB AT MIN. 3" FROM ROOTBALL EDGE. DRIVE STAKES FIRMLY (MIN. V-6" DEEP) INTO UNDISTURBED NATIVE SUBGRADE SOIL. STAKE TYPE, SIZE, AND QUANTITY PER SPECIFICATIONS. ALIGN STAKES PERPENDICULAR TO PREVAILING WINDS, TYPICAL. MULCH (PER SPECS), HOLD MULCH AWAY FROM TREE TRUNK, TYP. F.G. TREE ROOT AERATION UNIT. REFER TO SPECS. SURFACE SOIL PREPARATION. REFER TO SPECS. PLANTING TABLET, TYPICAL. REFER TO SPECS & SOILS TEST. AMENDED PLANTING BA KFI L MIXTURE. REFER TO SPECS & SOILS TEST (TYP.) TREE PLANTING PIT. REFER TO TREE PLANTING DETAIL. UNDISTURBED NATIVE SUBGRADE SOIL. BOTTOM OF WOODEN PLANTING CONTAINER. REN30NS APPR. I DAT COUNTY AROH \P� tFzKK 0 t J,f 0f AC PVYE�/ a b . SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.547'/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: NOTE: SURFACE SOIL PREP FOR SLOPE, AS REQUIRED. REMOVE NURSERY STAKE, REFER TO SPECIFICATIONS. AS APPLICABLE. BACKFILL EROSION CONTROL MATERIAL ON SLOPE, TYP'. VOID WITH AMENDED REFER TO SPECIFICATIONS FOR TYPE. PLANTING BACKFILL MIXTUR LAY BACK SLOPE ALONG UPHILL SIDE OF NOTE: REMOVE NURSERY STAKE AS APPLICABLE. BACKFILL VOID WITH AMENDED PLANTING BACKFILL MIXTURE, TYP, F.G. EI N.T.S. FTOS301.A r i — 2X ROOTBALL DIAMETER MIN. TING SHADE/FLOWERING TREE, SET PLUMB. REFER TO PLANT LIST AND SPECIFICATIONS FOR SPECIES, FORM, BRANCHING CHARACTER, HEIGHT, SPREAD, CALIPER, AND OTHER REQUIREMENTS. TREE ROOT AERATION UNIT. REFER TO SPECS FOR TYPE AND QUANTITY PER TREE, TYPICAL. TREE ROOTBALL (WELL ROOTED). SET ROOTBALL CROWN AT 1" ABOVE FINISHED GRADE, TYPICAL. MULCH (PER SPECS), HOLD MULCH AWAY FROM TREE TRUNK, TYP. PLANTING TABLET/PACKET, TYP. REFER TO SPECS & SOILS TEST FOR TYPES AND APPLICATION RATES. SURFACE SOIL PREPARATION. REFER TO SPECS. TREE PLANTING PIT. SCARIFY SIDES, AND PROVIDE COMPACTED BOTTOM AT ROOTBALL OF TREE. PLANTING PIT SIZE AT MIN. 2X THE ,._ TREE ROOTBALL DIAMETER, TYP. AMENDED PLANTING BACKFILL MIXTURE. REFER TO SPECS & SOILS TEST (TYP.). WATER AND TAMP TO REMOVE AIR POCKETS. - PROVIDE POSITIVE DRAINAGE AWAY FROM BOTTOM OF ROOTBALL, TYP. BOTTOM OF WOODEN PLANTING CONTAINER. (24" BOX AND LARGER NURSERY STOCK). UNDISTURBED NATIVE SUBGRADE SOIL. BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) AS SHOWN MS 4279 i. P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS PLANTING DETAILS W, 0. COUNTY FORESTAR TOSCANA, LLC FILE NO. SHEET NO. L40 40 60 N — OF SH TS PLANTING PIT, TYP. SHADE/FLOWERING TREE, SET PLUMB. REFER TO PLANT LIST AND SPECIFICATIONS FOR SPECIES, FORM, BRANCHING CHARACTER, HEIGHT, SPREAD, AND/OR CALIPER REQUIREMENTS. TREE ROOT AERATION UNIT. REFER TO SPECS _ FOR TYPE AND QUANTITY PER TREE, TYPICAL. SET UNIT(S) AT UPHILL SIDE OF SLOPE, TYP'. ORIGINAL GRADE LINE OF SLOPE, TYP. MULCH (PER SPECS), HOLD MULCH AWAY FROM TREE TRUNK, TYP. - AMENDED PLANTING BACKFILL MIXTURE. REFER TO SPECS & SOILS TEST (TYP.). WATER AND TAMP r / ACCORDINGLY TO REMOVE AIR POCKETS. r' PLANTING TABLET/PACKET TYP. REFER TO SPECS & SOILS TEST FOR TYPES AND APPLICATION RATES. TREE PLANTING PIT. SCARIFY SIDES, AND PROVIDE COMPACTED BOTTOM AT ROOTBALL OF TREE. PLANTING PIT SIZE AT MIN. 2X THE TREE ROOTBALL DIAMETER, TYP. 2X ROOTBALL BOTTOM OF WOODEN PLANTING CONTAINER. DIAMETER MIN. (24" BOX AND LARGER NURSERY STOCK). UNDISTURBED NATIVE SUBGRADE SOIL. NOTE: REMOVE NURSERY STAKE AS APPLICABLE. BACKFILL VOID WITH AMENDED PLANTING BACKFILL MIXTURE, TYP, F.G. EI N.T.S. FTOS301.A r i — 2X ROOTBALL DIAMETER MIN. TING SHADE/FLOWERING TREE, SET PLUMB. REFER TO PLANT LIST AND SPECIFICATIONS FOR SPECIES, FORM, BRANCHING CHARACTER, HEIGHT, SPREAD, CALIPER, AND OTHER REQUIREMENTS. TREE ROOT AERATION UNIT. REFER TO SPECS FOR TYPE AND QUANTITY PER TREE, TYPICAL. TREE ROOTBALL (WELL ROOTED). SET ROOTBALL CROWN AT 1" ABOVE FINISHED GRADE, TYPICAL. MULCH (PER SPECS), HOLD MULCH AWAY FROM TREE TRUNK, TYP. PLANTING TABLET/PACKET, TYP. REFER TO SPECS & SOILS TEST FOR TYPES AND APPLICATION RATES. SURFACE SOIL PREPARATION. REFER TO SPECS. TREE PLANTING PIT. SCARIFY SIDES, AND PROVIDE COMPACTED BOTTOM AT ROOTBALL OF TREE. PLANTING PIT SIZE AT MIN. 2X THE ,._ TREE ROOTBALL DIAMETER, TYP. AMENDED PLANTING BACKFILL MIXTURE. REFER TO SPECS & SOILS TEST (TYP.). WATER AND TAMP TO REMOVE AIR POCKETS. - PROVIDE POSITIVE DRAINAGE AWAY FROM BOTTOM OF ROOTBALL, TYP. BOTTOM OF WOODEN PLANTING CONTAINER. (24" BOX AND LARGER NURSERY STOCK). UNDISTURBED NATIVE SUBGRADE SOIL. BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) AS SHOWN MS 4279 i. P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS PLANTING DETAILS W, 0. COUNTY FORESTAR TOSCANA, LLC FILE NO. SHEET NO. L40 40 60 N — OF SH TS z O U5 Iy Lil i Ln 00 Ci M ch: • O L.o z * z CD ¢ w v z uJ ¢ (n Ly V) O m z O Z U O w I {( CD J d � U Z Li IL z ¢ w ry 3:¢ w a LiJ LJ LJ z z o ¢ o Z O ¢ 0 0 O U r1 Of Cn o ry 0 ¢ - W U W LJ > U ¢ n U rl ¢ n x DIAL BEFORE YOU DIG TOLL FREE D -^ 3 / T . CD ► ;w a � HA i 5 //,� {r� WrWF WI 4 �81A,4 di�U �1. � YP\��F�AQYMA5i4\aA�JN R ♦� �j�(y.,FttA't^�� `��itt�r�tWAttP e. `�) ttr�� iia.»!tr,•, 6 t • t ' 1 • • • O 1 • i i A ' et •" ! i 2 © , .t i i � i � Q Lj4 3 ~ 5 z 6 LLJ ¢ $CD — v n - 9 Lid ¢ _ 10 — G] z I— LJ m4,1 z O N C)- LJ `° T oLjj„ J 9 o - T < m z 0 14 I— Jva 1 -2” — �� — Li Q J 2'-0" 2'-41/2" NOTE: i .E z % CUT ALL PVC CONDUIT 2" ABOVE O CONCRETE PAD I QUICK PAD C-) 3: 1— C z a CONTROLLER WITH STAINLESS STEEL © 3/4" PVC SCH 40 CONDUIT AND SWEEP -) ENCLOSURE (SEE SPECIFICATIONS) FROM WEATHER STATION OR ET � ¢ <MANUFACTURER'S( GROUNDING ROD INSTALL PER GAGE TO CONTROLLER I— � O °- SPECIFICATIONS) � 3!4" PVC SCH40 SPARE CONDUIT AND SWEEP o 3 2" WIRE CONDUIT �J AND SWEEP FOR FUTURE USE CD o FOR CONTROL AND COMMON WIRE QUICK PAD O Z 3/4„ PVC SCH40 CONDUIT AND SWEEP U z ® FROM MASTER VALVE TO CONTROLLER3/4” GRAVEL SUMP 18" DEEP O O (D z 3/4" PVC SCH40 CONDUIT AND SWEEP FOR INSTALLATION OF CONDUIT J 5 O FROM FLOW SENSOR TO CONTROLLER8" THICK CONCRETE BASE, INSTALL 10 2" ABOVE FINISH GRADE U w � ¢ n RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE: 02-05-13 U z > v SINGLE CONTROLLER IN STAINLESS STEEL ENCLOSURE O �(„) ¢ ON QUICK PAD OR CONCRETE PAD APPROVED BY: MPHma- Dog"'IN �q Q m STD. G-002 3/4"=1'-0" REV -_1.7R-JLL _-3WC z O U5 Iy Lil i Ln 00 Ci M ch: • O L.o z * z CD ¢ w v z uJ ¢ (n Ly V) O m z O Z U O w I {( CD J d � U Z Li IL z ¢ w ry 3:¢ w a LiJ LJ LJ z z o ¢ o Z O ¢ 0 0 O U r1 Of Cn o ry 0 ¢ - W U W LJ > U ¢ n U rl ¢ n x DIAL BEFORE YOU DIG TOLL FREE D -^ 3 / T . CD ► ;w a � HA i 5 //,� {r� WrWF WI 4 �81A,4 di�U �1. � YP\��F�AQYMA5i4\aA�JN R ♦� �j�(y.,FttA't^�� `��itt�r�tWAttP e. `�) ttr�� iia.»!tr,•, 6 SECTION – —�'J RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE: 02-05-13 je, TWO CONTROLLERS IN DOUBLE WIDE STAINLESS ENCLOSURE ON CONCRETE PAD OR QUICK PAD APPROVEDBY MPHSTD. G-003 314"=1'-0"REV- (D� O EXISTING SIDEWALK / CURB LOCATE IRRIGATION CONTROL EQUIPMENT SO THAT OPERATOR IS ABLE TO VIEW ON -COMING TRAFFIC on DIRECTION OF TRAFFIC WHILE ACCESSING CONTROLLER GENERAL CONTROLLER SETUP NOTES THE FOLLOWING MUST BE COMPLETE PRIOR TO REQUESTING PRELIMINARY WALKTHROUGH FOR ACCEPTANCE INTO LIVID: • MARK PROPOSED IRRIGATION CONTROLLER LOCATION AND ORIENTATION FOR APPROVAL BY RCTD REPRESENTATIVE PRIOR TO INSTALLATION. CONTROLLERS INSTALLED WITHOUT PRE -APPROVAL ARE SUBJECT TO REMOVAL AND RE -LOCATION. • PROVIDE SQUARE FOOTAGE FOR EACH ZONE AND INPUT AREA INFORMATION INTO CONTROLLER • PROVIDE MANUFACTURER CERTIFICATION ON MANUFACTURER'S LETTERHEAD • PROGRAM CONTROLLER TO LEARN FLOWS FOR EACH STATION, WITH A MINIMUM FLOW OF 4 GPM ON ANY ONE STATION VIEW OF CONTROLLER OPERATOR ► ;w a � HA i r v //,� {r� WrWF WI 4 �81A,4 di�U �1. � YP\��F�AQYMA5i4\aA�JN R ♦� �j�(y.,FttA't^�� `��itt�r�tWAttP e. `�) ttr�� iia.»!tr,•, A mgafluww t • t • • • O 1 • i i A ' et •" ! i © , .t i i � i � • • :e e RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE: 02-05-13 je, TWO CONTROLLERS IN DOUBLE WIDE STAINLESS ENCLOSURE ON CONCRETE PAD OR QUICK PAD APPROVEDBY MPHSTD. G-003 314"=1'-0"REV- (D� O EXISTING SIDEWALK / CURB LOCATE IRRIGATION CONTROL EQUIPMENT SO THAT OPERATOR IS ABLE TO VIEW ON -COMING TRAFFIC on DIRECTION OF TRAFFIC WHILE ACCESSING CONTROLLER GENERAL CONTROLLER SETUP NOTES THE FOLLOWING MUST BE COMPLETE PRIOR TO REQUESTING PRELIMINARY WALKTHROUGH FOR ACCEPTANCE INTO LIVID: • MARK PROPOSED IRRIGATION CONTROLLER LOCATION AND ORIENTATION FOR APPROVAL BY RCTD REPRESENTATIVE PRIOR TO INSTALLATION. CONTROLLERS INSTALLED WITHOUT PRE -APPROVAL ARE SUBJECT TO REMOVAL AND RE -LOCATION. • PROVIDE SQUARE FOOTAGE FOR EACH ZONE AND INPUT AREA INFORMATION INTO CONTROLLER • PROVIDE MANUFACTURER CERTIFICATION ON MANUFACTURER'S LETTERHEAD • PROGRAM CONTROLLER TO LEARN FLOWS FOR EACH STATION, WITH A MINIMUM FLOW OF 4 GPM ON ANY ONE STATION VIEW OF CONTROLLER OPERATOR U)0Zow (flCL aEr(nwa. U (D m co F„ -E 005_CQNTPLILLER REUIlIR_vcti �w aw LU a� wUCapw' z t3 UZLLdd :D d >_ (n 2 m w d p d zwww2 W } w UWaLLZ LL 000L Q u C) C) X v LU d C4 I - 111 I — i — OWIND GAGE INSTALL MOUNTING CLAMPS ON BOTH SIDES OF MOUNTING BRACKET SECURE TO POST O RAINBUCKET O4 2" GALVANIZED RIGID STEEL PIPE MOUNTING POST 18" X 18" (6" THICK) CONCRETE BASE 5 (INSTALL 2" ABOVE FINISH GRADE) 2" T x T GALVANIZED COUPLER 6 AND 2" RIGID GALVANIZED PIPE SWEEP 1 2 3 4 5 6 '--4n1 - - Q FINISH GRADE CABLES TO CONTROLLER (MAXIMUM LENGTH 200' EACH) FOR WIND GAGE, USE 3 CONDUCTOR CABLE. FOR RAIN BUCKET, USE 2 CONDUCTOR CABLE. OREDUCTION OF CONDUIT SIZE TO 1" SCH 40 AT END OF SWEEP { t`POST ® A . A A ® .bY A , ® •AR HA i r v //,� MOUNTED i y { !i APPROVED BY: H AND PLACEMENT U)0Zow (flCL aEr(nwa. U (D m co F„ -E 005_CQNTPLILLER REUIlIR_vcti �w aw LU a� wUCapw' z t3 UZLLdd :D d >_ (n 2 m w d p d zwww2 W } w UWaLLZ LL 000L Q u C) C) X v LU d C4 I - 111 I — i — OWIND GAGE INSTALL MOUNTING CLAMPS ON BOTH SIDES OF MOUNTING BRACKET SECURE TO POST O RAINBUCKET O4 2" GALVANIZED RIGID STEEL PIPE MOUNTING POST 18" X 18" (6" THICK) CONCRETE BASE 5 (INSTALL 2" ABOVE FINISH GRADE) 2" T x T GALVANIZED COUPLER 6 AND 2" RIGID GALVANIZED PIPE SWEEP 1 2 3 4 5 6 '--4n1 - - Q FINISH GRADE CABLES TO CONTROLLER (MAXIMUM LENGTH 200' EACH) FOR WIND GAGE, USE 3 CONDUCTOR CABLE. FOR RAIN BUCKET, USE 2 CONDUCTOR CABLE. OREDUCTION OF CONDUIT SIZE TO 1" SCH 40 AT END OF SWEEP { t`POST ® A . A A ® .bY A , ® •AR HA i ® WEATHER //,� MOUNTED i 8 PIPE —_ TRENCH DEPTH 00< (SEE SPECS) x r LOW VOLTAGE WIRES, 3 MAXIMUM NOTE: 18”O 1O FINISH GRADE �5 DETECTOR WATER METALIC TAPE OUTER CASE OF CONNECTOR FILL INNER CASE FILLED WITH PLANS-----? SEALER PRIOR TO FINAL ASSEMBLY BACKFILL (FREE OF DEBRIS AND PRESSURE SUPPLY LINE 3 STRIP AND TWIST WIRES FOR PROPER ROCK GREATER THAN 1", O (SEE PLAN FOR SIZE) SUJE?C'Cle + associates CONNECTION SEE SPECIFICATIONS) CONTROL WIRES DIRECT BURIED IRRIGATION DESIGN AND CONSULTING ALL WIRE ROUTED BETWEEN 7 ADJACENT TO AND TO THE SIDE OF V 821 Ranpart street, suite 209 COPPER SLEEVE CRIMP INSTALLED NON -PRESSURE LATERAL LINE FROM STAINLESS STEEL ENCLOSURE FINISH GRADE Q WITH RECOMMENDED TOOL CONTROLLER AND REMOTE CONTROL $ SIX INCH POP-UP OR HEADS ON RISER01211121 ARMED = orange, Ca 92868 O (SEE SPECIFICATIONS 5 PRESSURE SUPPLY LINE n µV"W 5 ..e,a. A , eaT t: ,liar 948 0456 VALVES SHALL BE A CONTINUOUS NON -PRESSURE LATERAL LINE FROM `: "'°' 955 °456 METAL BASE PLATE (POUR CONCRETE O INNER CASE OF CONNECTOR Q CONSTRUCTION GRADE SAND ABOVE ® ET GAGE (SEE SPECIFICATIONS) ©1"ABOVE) RUN WITH NO WIRE SPLICES ROTORS OR 12 INCH POP -UPS Q AND BELOW PRESSURE SUPPLY LINE I AGREE® ET GAGE MOUNTING BRACKET �7 CONCRETE BASE -WIRE SPLICES SHALL ONLY OCCUR AND TO LYTHE RITHTHEGRITHEEFFIIA OF ORDINANCE E WATER AND TO APPLY THE CRITERIA Ft�i THE EFFICIENT LlSf (3F VdATER ®T -PINS WITH DRILLED HOLES ® 1/2" PVC SCH 40 CONDUIT AND SWEEP AT THE REMOTE CONTROL VALVE. IN THE IRRIGATION DESIGN PLAN. FOR PADLOCKS FOR PAIGE P -7171-D CABLE (TO CONTROLLER) A i VITTVV WAM flTMTPT ET GAGE or IN STAINLESS STEEL ENCLOSURE APPROVED BY: MPH D. G-012 1 "=1'-0" REV Z NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK II T7 O WITHIN THE ROAD RIGHT-OF-WAY ONLY. n NOTE: �1 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ��WORKING ENCROACHMENT PERMIT AND/OR A /DAYS BEFORE TWO GRADING PERMIT HAS BEEN (ISSUED. YOU DIG The private landscape architect sgning these plans is responsible for assuring —800-227-2600 the accuria and acceptabiity of the desiT hereon. 'n the event of discrepancies A PUBLIC SERVICE BY arising after county approval or dumg construction, the private landscape architectMARK BY DATE UNDERGROUND SERVICE ALERT sball be responsible for determining an acceptable solution and revising the plans for approval h line county, ENGINEER RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE: LOW VOLTAGE WIRE CONNECTOR APPROVED BY: MPH N.T.S. REV_ RENSIONS PPR. DATE A COUNTY <0APE ARC, sl\7DATE 1F� "717,77 TRENCH IN LANDSCAPE 7, M�f A mgafluww t PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: _. A:. e'P_LWG FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: N.T.S. ®1 MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION DETAILS FOR:W.O. COUNTY FORE5TAR TOSCANA, LLC FILE NO, ®e SHEET NO. L407 41 6D _ OF SHTSI , "l j) LLJ 2 w z r/rrir�r r///r/rrr F- U)W LL -0 _ 3 z Z O a /�jrr�rrr r/ jr/ - r LLJ U_0 0�, 01 0 0 0 0 ULLJ F— Q o oLL cn n O w LLJLL ¢ ! ///rrr/ fir j, j /,/r/j, 4 ry o 01 {�5�) Q V) 6 7 z O - t z U � LU 0 w Cn ¢00w - < m yawl U 0 a i0 I/ C9 � Q I- z Cl- = TENCH WIDTH z z - O (SEE SPECS) o O O w— U z— J LLJ 9 FINISH GRADE �I u w — Q w :�i Q O BASE MATERIAL OLLJ BACKFILL TERIAL (FREE OF w 0 O DEBR S AND AROCKS GREATER THAN 1 ") 6 DETECTOR WATER METALIC TAPE O (SEE SPECIFICATIONS) z U CONSTRUCTION GRADE SAND BEGINNING O PRESSURE SUPPLY LINE SLEEVES � U z 4 6" ABOVE TOP OF NON -PRESSURE > z LATERAL SLEEVE O (SEE SPECIFICATIONS) Q NON- PRESSURE LATERAL CONDUIT FOR WIRE 5 LINE SLEEVE(SEE SPECIFICATION) Q (SEE SPECIFICATIONS) p V) RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE: 02-05-11 o U TRENCH IN HARDSCAPE J d_' U APPROVED BY: MPH p n < OR AT STREET CROSSING Q w STD. G-041 3 -1 0 REV U5 Lr w LO cc iy 0 Of w z Q v> LLJ >z W I z Li CD Of w 0 U Li S U z <t 0 /I r m J < z U 0 J w z Q w Q L1 W W U � Z Q O ry F— O Q w I— O O U w Un 0 z ry Cn Q O Ln w w > U 0 F- rY U Cl- Q rZ � Q w O TRACT BLOCK WALL �2 STANDARD SIDEWALK 9 ® STANDARD CURB ®IRRIGATION SLEEVES AS REQ'D EXTEND 24" BEYOND EDGE OF CURB RADIUS AND INSTALLO TYPICAL PLANTER / T-6" FROM THE CURB, TYPICAL 6 MONUMENT ENTRANCE WHERE SLEEVES RUN O7 24" BEYOND CURB RADIUS TYPICAL PERPENDICULAR TO CURB, EXTEND SLEEVES 24" BEYOND HARDSCAPE 18" BACK OF SIDEWALK OR MAINT. BAND EDGE, TYPICAL ® (T-6" OR T-6" FROM FROM CURB FACE) PROVIDE MAINLINE, WIRING AND O LATERAL SLEEVING PER PLAN ISOLATION VALVE PRIOR TO STREET PER DETAIL G-041 9 CROSSING (SEE PLAN AND SPECS) BLOCK PILASTER TYPICAL 10 MAINLINE PER PLAN, SPECIFICATIONS AND DETAILS, INSTALL 18" FROM BACK OF SIDEWALK OR MAINT. BAND NOTES: 1. LINES MUST HAVE MINIMUM CLEARENCE OF 4" FROM EACH OTHER AND 24" FROM OTHER TRADES 2. ALL SLEEVES MUST BE SCH 40 2X THE SIZE OF THE LINE SIZE STREET SLEEVING TD. G-0421 N.T.S. REV: BY: MPH DATE: 02-05-1 .I I III FLOW- ■ El 1� FINISH GRADEO TYPE K COPPER TO fin' `' //%/ i CONNECTION • f BACKFLOW PREVENTION DEVICE OCONCRETE METER BOX ®6" MINIMUM CRUSHED GRAVEL ® PER WATER DISTRICT STANDARDS 10 PER WATER DISTRICT STANDARDS OWATER METERO COMPACT SUBGRADE ®BRASS PER WATER DISTRICT STANDARDS 11 BRASS ELBOWS (TxT) 4 TYPE K COPPER SERVICE LATERAL® RECYCLED WATER WARNING PER WATER DISTRICT STANDARDS 12 TAG (PER LOCAL STANDARDS) oPURPLE RECTANGULAR VALVE BOX (SEE o 13 r_M0r1ri, MrVJU1NLJ NOTE: 1 SPECIFICATIONS (DO NOT CUT 6 FINISH GRADE GRAVEL SUMP ADDITIONAL HOLES INTO BOX) PUPLE 10" O CUT ADDITIONOUND VALVE BOX (DO AL HOLES INTO BOX) NOT 14 AND ROUND VALVE BOX F3/4" GRAVEL SUMP IN, L L DEVICE DIRECTINSTALLATION LF BACKIFLOW Y DOWNSTREAM OFNTION PURPLE JUMBO VALVE BOX /PLASTIC VAULT 2 WITH LID (BOX SIZE VARIES SEGMENT OF PURPLE 1/2" SCH. 40 PVC, TO TOP OF VALVE BOX HOLES WATER METER IS REQUIRED ON POTABLE WITH INJECTOR MODEL. DRAWING ® CONNECT TO BALL VALVE AT INJECTOR UNIT SCH. 80 PVC 45 DEGREE ELBOW IN AND RECYCLED IRRIGATION SYSTEMS ILLUSTRATES MODEL EZ010-FX) 1/2" SCH. 40 BALL VALVE 15 PRESSURE SUPPLY LINE AS NEEDED USING A FERTILIZER INJECTOR. FERTILIZER INJECTOR TANK AND O (1 REQUIRED) BALL VALVE I INJECTOR TEE AND ADJUSTMENT CAP16 MAINLINE SIZE FOR SYSTEMS WITH A PRESSURE SUPPLY (I O 1/4" SUPPLY TUBING SCH. 40 S X S 90 DEGREE ELBOW ( ) 4 10 (1 REQUIRED) INSTALL WITH FLOW ARROWS AS LINE SIZE GREATER THAN 2" CONSULT (PROVIDED WITH INJECTOR KIT) SHOWN ON THE INJECTOR TEE. WITH RCTLMA REPRESENTATIVE PRIOR TO SECTION OF 1" PURPLE SCH, 40 PVC. DRILL 11 12" SECTION OF 12" DIA. SDR 35 ® INSTALLATION OF FERTILIZER INJECTOR. HOLES IN VALVE BOXES FOR PASS THROUGH OR SCH. 40 PVC PIPE, FILL WITH GRAVEL INJECTOR TEE MUST BE INSTALLED EQUAL TO OR BELOW THE LEVEL OF THF CAP nN THF TANK RIVERSIDE COUNTY TLIVIA: PLANNING AND TRANSPORTATION DEPARTMENTS PRE -FABRICATED QUICKPAD AND MOUNTING HARDWARE fin' `' //%/ i CONNECTION • f D / (SIZE VARIES) ® BASKET STRAINER oPURPLE RECTANGULAR VALVE BOX (SEE o 13 r_M0r1ri, MrVJU1NLJ NOTE: 1 SPECIFICATIONS (DO NOT CUT 6 FINISH GRADE GRAVEL SUMP ADDITIONAL HOLES INTO BOX) PUPLE 10" O CUT ADDITIONOUND VALVE BOX (DO AL HOLES INTO BOX) NOT 14 AND ROUND VALVE BOX F3/4" GRAVEL SUMP IN, L L DEVICE DIRECTINSTALLATION LF BACKIFLOW Y DOWNSTREAM OFNTION PURPLE JUMBO VALVE BOX /PLASTIC VAULT 2 WITH LID (BOX SIZE VARIES SEGMENT OF PURPLE 1/2" SCH. 40 PVC, TO TOP OF VALVE BOX HOLES WATER METER IS REQUIRED ON POTABLE WITH INJECTOR MODEL. DRAWING ® CONNECT TO BALL VALVE AT INJECTOR UNIT SCH. 80 PVC 45 DEGREE ELBOW IN AND RECYCLED IRRIGATION SYSTEMS ILLUSTRATES MODEL EZ010-FX) 1/2" SCH. 40 BALL VALVE 15 PRESSURE SUPPLY LINE AS NEEDED USING A FERTILIZER INJECTOR. FERTILIZER INJECTOR TANK AND O (1 REQUIRED) BALL VALVE I INJECTOR TEE AND ADJUSTMENT CAP16 MAINLINE SIZE FOR SYSTEMS WITH A PRESSURE SUPPLY (I O 1/4" SUPPLY TUBING SCH. 40 S X S 90 DEGREE ELBOW ( ) 4 10 (1 REQUIRED) INSTALL WITH FLOW ARROWS AS LINE SIZE GREATER THAN 2" CONSULT (PROVIDED WITH INJECTOR KIT) SHOWN ON THE INJECTOR TEE. WITH RCTLMA REPRESENTATIVE PRIOR TO SECTION OF 1" PURPLE SCH, 40 PVC. DRILL 11 12" SECTION OF 12" DIA. SDR 35 ® INSTALLATION OF FERTILIZER INJECTOR. HOLES IN VALVE BOXES FOR PASS THROUGH OR SCH. 40 PVC PIPE, FILL WITH GRAVEL INJECTOR TEE MUST BE INSTALLED EQUAL TO OR BELOW THE LEVEL OF THF CAP nN THF TANK DIAL�IIII TWO WORKING DAYS BEFORL.- BEFORE YOU DIG YOU DIG TOLL — - :00-227-2CW A PUBLIC SERVICE BY UNDERGROUND 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 i BY I DATE shall be responsible for determining an acceptable solution and r6sing the plans for 000roval by the county. ENGNEER REMONS APPR. I DATE COUNTY aS�PPE qR�H\ Q DATE Z OF C pi\�4j SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO. 3286, EXP 12/2017 DATE: FTOS301.A 1O RIVERSIDE COUNTY TLIVIA: PLANNING AND TRANSPORTATION DEPARTMENTS PRE -FABRICATED QUICKPAD AND MOUNTING HARDWARE Y 1F� FERTILIZER INJECTOR FOR UP TO 2" PRESSURE SUPPLY LINE APPROVED BY MPH WITHMAINLINE :s VALVE AND DRe aSUMP D / (SIZE VARIES) DIAL�IIII TWO WORKING DAYS BEFORL.- BEFORE YOU DIG YOU DIG TOLL — - :00-227-2CW A PUBLIC SERVICE BY UNDERGROUND 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 i BY I DATE shall be responsible for determining an acceptable solution and r6sing the plans for 000roval by the county. ENGNEER REMONS APPR. I DATE COUNTY aS�PPE qR�H\ Q DATE Z OF C pi\�4j SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO. 3286, EXP 12/2017 DATE: FTOS301.A 1O FLUSH ASSEMBLY® PRE -FABRICATED QUICKPAD AND MOUNTING HARDWARE ®FLANGE (2 REQUIRED) FINISH GRADE (SIZE VARIES) ® BASKET STRAINER 10 BRASS/COPPER MAINLINE TO MASTER VALVE AND FLOW SENSOR ®BRASS UNION REQUIRED) SIZE) 11 BRASS ELBOWS (TxT) (1 (LINE (THREE REQUIRED) (LINE SIZE) BRASS NIPPLES (LENGTH VARIES) (5 REQUIRED) (LINE SIZE) 12 BRASS/COPPER MAINLINE ©BRASS/BRONZE BALL VALVE 13 FROM WATER SOURCE PEA GRAVEL (1 REQUIRED) (LINE SIZE) OSTAINLESS STEEL STRAINER ENCLOSURE 14 RECYCLED WATER WARNING WITH PURPLE POWDER COAT FINISH TAG (PER LOCAL STANDARDS) BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: N.T.S. sweeney + associates IRRIGATION DESIGN AND CONSULTING G 321 Rampart Street, Suite 209 t ' Orange, n 96 e. ifo@sweeneyas soa 93 com t: (214) 938 045045b a w wwm sweeneyessac, cpm f (714) 938-0456 1 AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. MS 4279 LP. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION DETAILS W.O. COUNTY FORESTAR TOSCANA, LLC FILE NO. SHEET NO. L408 42 60 _ OF SHTS' � z v BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: N.T.S. sweeney + associates IRRIGATION DESIGN AND CONSULTING G 321 Rampart Street, Suite 209 t ' Orange, n 96 e. ifo@sweeneyas soa 93 com t: (214) 938 045045b a w wwm sweeneyessac, cpm f (714) 938-0456 1 AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. MS 4279 LP. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION DETAILS W.O. COUNTY FORESTAR TOSCANA, LLC FILE NO. SHEET NO. L408 42 60 _ OF SHTS' n a- a - a. a - D.. Q LLJ z w 0 0 LLJ z z Q O va cin Ld ryo Q �4Y Z Q J m _ z � z z O z U It, O w Vin F— J I `L m Z Q U O —I J Li D >_ <Y Q J z o � O 0 \ w w Q U J z Q Q z o w 0 L� � z O O z Lil U — O O z Q � J U Li O rn UJ i.J z > yr O � _ < 0- L.L Q a- ry LJ Ln 00 s O © 0 LLJ z z Q w ` ry Q^ F— o � LL J ty V) O m75 �\ zOO z U O J I <C m J Q U z to O LW Z Of Q w F- ~ Of Q LLJ 2 LLJ J J z U o z z c 0 W 0 Q CD z 0:� 00 U a- LLJ 0 > 0 z O < Cn U Q W _ Lj w O > U z O Q CG U J a_ Q J IX Q J IVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS RECLAIMED PRESSURE REGULATING VALVE APPROVED BY. MPH '3"=1° n" REV: 7 O FINISH GRADE OPURPLE RECTANGULAR VALVE BOX, 6" EXTENSION AND LID ®1" FIPT X MIPT BRASS STREET ELBOW (3 REQUIRED) o4 1" FIPT X FIPT BRASS ELBOW (2 REQUIRED) ®1" X 2" LONG BRASS NIPPLE (1 REQUIRED) ® 1" SCREENED CAP (1 REQUIRED) RECYCLED WATER WARNING 02-05-1311 O RECTANGULAR PURPLE VALVE BOX �O SCH. 80 COUPLING USE 1/2" PVC SCRAP TO WRAP 12 OF ADDITIONAL WIRE BEFORE (SEE SPECIFICATIONS), DO NOT CUT ® (LINE SIZE) (TWO REQUIRED) Q6" ADDITIONAL HOLES INTO BOX © PRESSURE SUPPLY LINE, ALIGN O SCH. 80 COUPLER O3/4" WITH FLOW SENSOR ® FINISH GRADE 12 OR QUICK COUPLER OISOLATION PRESSURE SUPPLY LINE, ALIGN WITH ® 3/4" GRAVEL SUMP IN, UNDER AND 1 O PRESSURE REGULATING VALVE ® AROUND VALVE 11 O (SEE SPECIFICATIONS) ® FILL TO OF TIOXHOLES 12 3/4" GRAVEL SUMP, IN, UNDER AND AROUND VALVE BOX. FILL TO TOP O4" WRAP WITH FILTER FABRIC 4" LONG SCH. 80 TOE NIPPLE (LINE SIZE) (TWO REQUIRED) ® INSTALL FILTER FABRIC 13 VALVE RECYCLDENTIFICATION TAG AND ED WATER WARNING TAG AROUND GRAVEL SUMP (PER LOCAL STANDARDS) ®RECYCLED WATER WARNING (� FINISH GRADE TAG (PER LOCAL STANDARDS) IVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS RECLAIMED PRESSURE REGULATING VALVE APPROVED BY. MPH '3"=1° n" REV: 7 O FINISH GRADE OPURPLE RECTANGULAR VALVE BOX, 6" EXTENSION AND LID ®1" FIPT X MIPT BRASS STREET ELBOW (3 REQUIRED) o4 1" FIPT X FIPT BRASS ELBOW (2 REQUIRED) ®1" X 2" LONG BRASS NIPPLE (1 REQUIRED) ® 1" SCREENED CAP (1 REQUIRED) RECYCLED WATER WARNING 02-05-1311 O I9 O)P�a 4t�M'dM�"�NfTp�M pg �•�l\} �� V� r Y�D �B�p }preMA(v+� Y �MM� %�am�� M�R„�.p�P�,T �}6 H M�� re�q�' ♦@��W�Y.%tu B!}�.re��p{�mWV~!Mrv�f mt�in1�F%�w�.a�N ,'�� i,�Fim ® USE 1/2" PVC SCRAP TO WRAP 12 OF ADDITIONAL WIRE BEFORE FINISH GRADE ® DEGREE ELL Q6" CONNECTING ®45 (2 REQUIRED) O SCH. 80 COUPLER O3/4" SCH 40 WIRE CONDUIT WITH SWEEP FOR MASTER VALVE WIRES ® (ONE REQUIRED) (LINE SIZE) 12 OR QUICK COUPLER OISOLATION PRESSURE SUPPLY LINE, ALIGN WITH O (TO CONTROLLER) 1 O FLOW SENSOR (SEE PLAN FOR SIZE) ® BOX RECTANGULAR E TANG SPECIFICATIONS). LE NOT ( ) 11 O INSTALL FILTER FABRIC AROUND GRAVEL SUMP ® CUT ADDITIONAL HOLES INTO BOX LONG SCH. 80 TOE NIPPLE 12 3/4" GRAVEL SUMP, IN, UNDER AND AROUND VALVE BOX. FILL TO TOP O4" (LINE SIZE) (2 REQUIRED) OF VALVE BOX HOLES © PECS)VALVE SEE MASTER 13 VALVE RECYCLDENTIFICATION TAG AND ED WATER WARNING TAG WIRES TO VALVE USING (PER LOCAL STANDARDS) OCONNECT WATER TIGHT CONNECTORS (� FINISH GRADE (SEE SPECS.) NOTE: ALL CONDUIT SHALL BE SEALED 18 SCH. 80 COUPLING (LATERAL LINE SIZE) WATER TIGHT WITH EXPANDING FOAM. C8 C7 I � v I LU M w' 0- FL LL O LL V — 'U LL U -- LU 0- — VJ w w U - RECLAIMED MASTER VALVE NORMALLY CLOSED AT 12" DEPTH APPROVED BY MPH I C n/4r,=1 r_n,, REV: ;cG `^Aa.EK VA_ I f^Y/��F•lll.�p°}{'R p ro�M '-` Rt iM—." �/'/�IiTM �Mpl�pM� �MKi/pY I9 O)P�a 4t�M'dM�"�NfTp�M pg �•�l\} �� V� r Y�D �B�p }preMA(v+� Y �MM� %�am�� M�R„�.p�P�,T �}6 H M�� re�q�' ♦@��W�Y.%tu B!}�.re��p{�mWV~!Mrv�f mt�in1�F%�w�.a�N ,'�� i,�Fim Sim N4 5i �tp�I%- �. F y,��Ip/l)W�h 4f %//®Ij4 Ji� �:'�pqa Illf��m✓ J D D ^55 6 / AIR RELIEF VALVE • . .. .. - • .. ; r ii E�11 DIAL ITWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 sgoing these plans Is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepa cies arising after county approval or during construction, the private landscape architect MARK BY DOTE shall be respo Bible for determining an acceptable solution and revising the plans for annmol by tha min1v ENGINEER RECLAIMED ISOLATION BALL VALVE MANIFOLD / QUICK COUPLER APPROVED BY MPH 3"=1a-0" REV: REMONS APPR. I DATE COUNTY pP E ARCy\ \F ATE \FOQj OF CAL RECTANGULAR PURPLE VALVE BOX 1 (SEE SPECIFICATIONS) (DO NOT CUT ADDITIONAL HOLES INTO BOX) 0 FINISH GRADE OCONNECT WIRE TO FLOW SENSOR USING WATER TIGHT CONNECTORS (SEE SPECIFICATIONS) O3/4” SCH, 40 PVC CONDUIT WITH SWEEP FOR FLOW SENSOR WIRE (TO CONTROLLER) QFLOW SENSOR (PVC OR BRASS) (SEE SPECIFICATIONS) 3/4" GRAVEL SUMP IN, UNDER AND AROUND VALVE BOX. FILL TO TOP OF VALVE BOX HOLES O INSTALL FILTER FABRIC AROUND GRAVEL SUMP ® 45 DEGREE PVC SCH. 40 S x S ELBOW (2 REQUIRED) EXTEND PRESSURE SUPPLY LINE TO 18" DEPTH PVC REDUCING BUSHING FOR REDUCTION IN PIPE SIZE AT FLOW SENSOR (TWO REQUIRED, IF NEEDED) 10 SCH. 80 TOE NIPPLE (SENSOR SIZE - IF BRASS) SCH. 80 PVC SEGMENT (SENSOR SIZE - IF PVC) 10" ROUND PURPLE VALVE BOX (SEE Q I INSTALL FILTER FABRIC O SPECIFICATIONS, DO NOT CUT ADDITIONAL ® AROUND GRAVEL SUMP Q6" HOLES INTO BOX) 6 O PURPLE PRESSURE SUPPLY O FINISH GRADE O LINE EXTENDED TO MANIFOLDS CONNECT WIRES TO VALVE USING 12 OR QUICK COUPLER OISOLATION BALL VALVE SPECIFICATIONS) O SLIP X SLIP 45 DEGREE ELL (SEE 1(1 (2 REQUIRED) 4 3/4" GRAVEL SUMP IN, UNDER, ® RECYCLED WATER WARNING AND AROUND VALVE BOX (FILL TO TAG (PER LOCAL STANDARDS) TOP OF VALVE BOX HOLES) 14 PRESSURE SUPPLY LINE AIR RELIEF VALVE • . .. .. - • .. ; r ii E�11 DIAL ITWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 sgoing these plans Is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepa cies arising after county approval or during construction, the private landscape architect MARK BY DOTE shall be respo Bible for determining an acceptable solution and revising the plans for annmol by tha min1v ENGINEER RECLAIMED ISOLATION BALL VALVE MANIFOLD / QUICK COUPLER APPROVED BY MPH 3"=1a-0" REV: REMONS APPR. I DATE COUNTY pP E ARCy\ \F ATE \FOQj OF CAL RECTANGULAR PURPLE VALVE BOX 1 (SEE SPECIFICATIONS) (DO NOT CUT ADDITIONAL HOLES INTO BOX) 0 FINISH GRADE OCONNECT WIRE TO FLOW SENSOR USING WATER TIGHT CONNECTORS (SEE SPECIFICATIONS) O3/4” SCH, 40 PVC CONDUIT WITH SWEEP FOR FLOW SENSOR WIRE (TO CONTROLLER) QFLOW SENSOR (PVC OR BRASS) (SEE SPECIFICATIONS) 3/4" GRAVEL SUMP IN, UNDER AND AROUND VALVE BOX. FILL TO TOP OF VALVE BOX HOLES O INSTALL FILTER FABRIC AROUND GRAVEL SUMP ® 45 DEGREE PVC SCH. 40 S x S ELBOW (2 REQUIRED) EXTEND PRESSURE SUPPLY LINE TO 18" DEPTH PVC REDUCING BUSHING FOR REDUCTION IN PIPE SIZE AT FLOW SENSOR (TWO REQUIRED, IF NEEDED) 10 SCH. 80 TOE NIPPLE (SENSOR SIZE - IF BRASS) SCH. 80 PVC SEGMENT (SENSOR SIZE - IF PVC) ® ELECTRIC CONTROL VALVE1 Q 3/4" GRAVEL SUMP IN, UNDER AND i • SENSOR RECLAIMED ROUND PURPLE VALVE BOX (SEE SPECIFICATIONS) (DO NOT CUT ADDITIONAL HOLES INTO BOX) `) !APPROVEDBY MPH3 Q6" ® ELECTRIC CONTROL VALVE1 Q 3/4" GRAVEL SUMP IN, UNDER AND O10" ROUND PURPLE VALVE BOX (SEE SPECIFICATIONS) (DO NOT CUT ADDITIONAL HOLES INTO BOX) `) AROUND VALVE BOX. FILL TO TOP OF Q6" LONG SCH. 80 TOE NIPPLE 11 VALVE BOX HOLES SLIP X FIP ELL (LINE SIZE) %1 LI (LATERAL LINE SIZE) O PRESSURE SUPPLY LINE REFER TO PLAN FOR SIZE ( ) CONNECT WIRES TO VALVE USING 12 PVC PRESSURE SUPPLY LINE (CUT WATER TIGHT CONNECTORS (SEE TO FIT MAXIMUM DIMENSION FROM SPECIFICATIONS) 1(1 TOP OF VALVE TO TOP OF LID) USE 1/2" PVC SCRAP T WRAP 12" OF 13 PRESSURE SUPPLY LINE T ENE ADDITIONAL WIRE BEFORE SIZE) CONNECTING 14 PRESSURE SUPPLY LINE O CLOSED NIPPLE (LINE SIZE) (SEE PLAN FOR SIZE) 15 LATERAL LINE (� FINISH GRADE (SEE PLAN FOR SIZE) \J RECTANGULAR PURPLE VALVE BOX 18 SCH. 80 COUPLING (LATERAL LINE SIZE) (SEE SPECIFICATIONS, DO NOT CUT ADDITIONAL HOLES INTO BOX) 17 INSTALL FILTER FABRIC AROUND GRAVEL SUMP PVC SCH 80 BALL VALVE 18 VALVE IDENTIFICATION TAG AND (LINE SIZE) NOTE: RECYCLED WATER WARNING TAG 4" SCH 80 NIPPLE LINE SIZE BALL VALVE TO BE USED ONLY IF IRRIGATION CONTROL VALVE IS INSTALLED AS A SINGLE VALVE AND NOT PART OF A MANIFOLD. ®sem RIVERSIDE COUNTY TLMA. PLANNING AND TRANSPORTATION DEPARTMENTS I DATE: 02-05.13 RECLAIMED ELECTRICAL CONTROL VALVE WITH BALL VALVE I APPROVEDBY MPH REV: I . ,m, ...... VALVr - R,DWG .. _.. j i i SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A Q1 FINISH GRADE 5 6" LONG SCH. 80 TOE NIPPLE (LINE SIZE) (TWO REQUIRED) O10" ROUND PURPLE VALVE BOX (SEE SPECIFICATIONS) (DO NOT CUT ADDITIONAL HOLES INTO BOX) `) 3/4" GRAVEL SUMP IN, UNDER AND AROUND VALVE BOX, FILL TO TOP OF VALVE BOX HOLES ® 8" DIAMETER GL 160 PVC SLEEVE (TO REST ON TOP EDGE I F ISOLATION .ATE VALVE O S O G ) Q AROUND GRAVEL SUMP INSTALL FILTER FABRIC %1 LI ISOLATION GATE VALVE (WITH CROSS HANDLE, SEE SPECIFICATIONS) O PRESSURE SUPPLY LINE REFER TO PLAN FOR SIZE ( ) SLIP X SLIP 45 DEGREE ELL (4 REQUIRED) 1(1 RECYCLED WATER WARNING TAG (PER LOCAL STANDARDS) ( •11! WON 9WITA WTIA { r . BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: N.T.S. .j.s v,A G VHLVt C - R,Jd_ sweeney + associates IRRIGATION DESIGN AND CONSULTING t 321 Rama t Street Spite 209 e 0 ange. Ca 92969 ,pea �ya.sa�.�e .(71a) 913-04s6 ,xz„c'�.r_.� w ww,v svv_eneyassoc.ca ;]Saj 939-0456 1 AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE Na 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. MS 4279 I.P. NO 940004 SHEET NC COUNTY OF RIVERSIDE L409 TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION DETAILS 43 60 OFSHI FOR: W. 0. COUNTY FORESTAR TOSCANA, LLC I I FILE NO. {� n a. CL LLJ z LLJ 1-- o LLJ z z Q C to W ryry <t Q z Q F- ry C/-) Li m z O U LLI O LJ (n m <c Q z c, o Ln n Li CL >_ Li Q J z E o v � I— LI.J w Q U z d _ O W z CD O z LLJ U > z O o z Q J U Q LLJ O cin ULJ j U O __j c� a Q a- Iz Q 2 ry CD Ln 00O 0 0 0 y.r z v Q CD ibn LLJ rl, <t < LLJ z Q LL LC rn O Ldm z OO U OfZ O w I Q m J Q � U Z Cf) _j O a - w a z LJ CL' Zi Q W a - LL W W z z o U <L z o LL — O <C 0 0 LLJ O Z O C U, Y Q U W C) (n j w > U o_ U < a_ Q 0— ,r<) � Q � 1 fYRllUINU Vt LVC ovn. FILL IU IIJr Vr VALVE BOX HOLES ®CLOSED NIPPLE (2 REQUIRED) )(SEE � r I r r, RECTANGULAR PURPLE VALVE BOX 8 O 90 ELL (2 REQUIRED) OE Riy SPECIFICATIONS, DO NOT CUT 10 1" ELECTRIC CONTROL VALVE (WITH PRESSURE REGULATING FEATURE, 3"=1'-0" REV ADDITIONAL HOLES INTO BOX) 10 1" PVC SCH. 40 STREET ELL D WYE STRAINER (SEE SPECIFICATIONS) SEE SPECIFICATIONS) 11 2" SCH. 80 NIPPLE (2 REQUIRED) 4 PURPLE PVC NON -PRESSURE LATERAL LINE OR POLYETHYLENE TUBING (SEE 12 V SCH. 80 NIPPLE (2 REQUIRED) 5 SPECIFICATIONS) 18" LENGTH OF SCH. 40 FLEXIBLE PVC 13 SCH. 80 PVC UNION (LINE SIZE) TUBING, CONNECT TO FILTER PVC SCH. 40 FIP X FIP ELL 14 REQUIRED) USE 1/2" PVC SCRAP TO WRAP 12" OF (2 ADDITIONAL WIRE BEFORE CONNECTING15 INSTALL FILTER FABRIC AROUND GRAVEL SUMP DPVC SCH. 40 SLIP X FIPT ELL CONNECTINGO RISER FROM PVC PRESSURE SUPPLY 16 RECYCLED WATER WARNING AND 13 RECYCLED WATER WARNING LINE VALVE IDENTIFICATION TAG TAG (PER LOCAL STANDARDS) RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE: 02 -05 -T3 - RECLAIMED DRIP VALVE ASSEMBLY - III WITH BALL VALVE, APPROVED BY MPH (* P4 '\f9ii°N iTD. R 042 3"=1'-0" REV °EV �� _- X42_ ..r Vo' -'✓t �oS y6LY - '+., .,,, '... DIAL BEFORE YOU DIG TOLL FREE L l Vi vxL VVIIILJ TIVLi i UVIVIIVII IN vvlRC kIi IN I IIVUUUJ Fl\UIVI Ii [N I RVLLC RJ 2 (SEE SPECIFICATIONS FOR SIZE AND COLOR) OUSE 1/2" PVC SCRAP TO WRAP 12 " OF 3 ADDITIONAL WIRE. LABEL ALL WIRES AS "SPARE" 10" ROUND PURPLE VALVE BOX (INDEPENDENT 4 FROM ALL OTHER BOXES) O FINISH GRADE O RECYCLED WATER WARNING 10 TAG (PER LOCAL STANDARDS) 6 3/4" GRAVEL SUMP IN, UNDER AND AROUND VALVE BOX, FILL TO TOP OF VALVE BOX HOLES OINSTALL FILTER FABRIC AROUND GRAVEL SUMP CAP WIRES WITH APPROVED WATERTIGHT 8 WIRE CONNECTOR (SEE SPECIFICATIONS) 9OCAP PRESSURE SUPPLY LINE DIRECTLY BELOW CENTER OF SPARE WIRE VALVE BOK RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE: 02-05-13 RECLAIMED SPARE WIRE BOX APPROVED BY: MPH I* - D. R-046 3"=1'-0" REV \t9t10N °EeP VALVE BOX HOLES \,�:/ vKHVtL oulVr ORECTANGULAR PURPLE VALVE BOX (SEE Og 2" SCH. 80 NIPPLE (1 REQUIRED) SPECIFICATIONS, DO NOT CUT ADDITIONAL HOLES INTO BOX)1 WYE STRAINER (SEE SPECIFICATIONS) USE PVC SCRAP TO WRAP 12" OF ADDITIONAL 18" LENGTH OF SCH. 40 FLEXIBLENAL WIRE BEFORE CONNECTING 11 PVC TUBING CONNECT TO FILTER (� VALVE IDENTIFICATION TAG & PVC NON PRESSURE LATERAL LINE �J RECYCLED WATER WARNING / ID TAG 12 PVC SCH. 40 SLIP X FIPT ELL CONNECTING POLYETHYLENE TUBING (SEE SP RISER FROM PVC PRESSURE SUPPLY LINE SPECIFICATIONS) ® SCH. 80 CLOSED NIPPLE OELECTRIC CONTROL VALVE (WITH PRESSURE REGULATING FEATURE, SEE SPECIFICATIONS) -- RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE: 02-05-13 � r I r r, RECLAIMED DRIP VALVE ASSEMBLY COMPACT APPROVED BY MPH 8 O 90 ELL (2 REQUIRED) OE Riy QUICK COUPLING VALVE (SEE LEGEND AND SPECIFICATIONS) STD. R-043 3"=1'-0" REV TEE IN PRESSURE SUPPLY LINE 10 1" PVC SCH. 40 STREET ELL z C, 1 R"`" >y ,� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 1 it _ Tm II ll� WITHIN THE ROAD RIGHT-OF-WAY ONLY. II II�� NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN TWO WORKING j ENCROACHMENT PERMIT AND/OR A DAYS WORKING GRADING PERMIT HAS BEEN TISSUED. YOU DIG the prhete landscape architect suing these plans is responsible for assuring —800-227-2600 the accuracy and acceptability of the design h—. In the event of dscrepmcies A PUBLIC SERVICE BY arising after county approval or during construction, the private landscape architect MARK BY DATE UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable solution and reksing the plans for moroval by the county. ENDIINER 12" _, -ten ;' � .+-v� .,_ E_. i.✓� '.. ORECLAIMED WATER SIGN PER 1 PER LOCAL WATER DISTRICT STANDARDS ATTACH SIGN TO POST W/ (2) 1/4" CARRIAGE 2 BOLTS 3" FROM TOP AND BOTTOM OF SIGN. BOLT SIZES AS REQUIRED O3 3" GALVANIZED STEEL POST 4O SLOPE TO DRAIN AWAY FROM POST O5 FINISH GRADE OCOMPACTION PER GEOTECHNICAL REPORT O CONCRETE FOOTING RECLAIMED WATER SIGNAGE PER LOCAL WATER DIST. STANDARDS APPROVED BY: MPH 1"=1' 0" REV: -L41 F ^4 77 REMSIONS APPR. I DATE DOI �S�A2E ARCy\ nP T rfgTs DATE OQ�p O FINISH GRADE 1" MIPT X FIPT SCH 40 � r I r r, - • • 8 O 90 ELL (2 REQUIRED) APPROVED QUICK COUPLING VALVE (SEE LEGEND AND SPECIFICATIONS) O 1" X 8" SCH. 80 NIPPLE O TEE IN PRESSURE SUPPLY LINE 10 1" PVC SCH. 40 STREET ELL 4 PURPLE PRESSURE SUPPLY LINE (SEE PLAN FOR SIZE) O INSTALL FILTER FABRIC 11 AROUND GRAVEL SUMP 5 10" ROUND PURPLE VALVE BOX (DO NOT CUT ADDITIONAL HOLES 12 3/4" GRAVEL SUMP IN, UNDER INTO BOX) AND AROUND VALVE BOX. FILL SCH. 40 GALVANIZED 36" STAKE TO TOP OF VALVE BOX HOLES 6 WITH (2) SPRINKLER TIES PVC SCH. 80 THREADED NIPPLE 13 RECYCLED WATER WARNING O7 TAG (PER LOCAL STANDARDS) (SIZE TO FIT) ' I I I 6 i 7 SII J i BUBBLER ENLARGEMENT O FINISH GRADE TUBE O (SEE OSCH 40 PVC 4" PERFORATED RIGID PIPE 2 WITH FILTER SOCK AND 4" NDS GREEN DRAINAGE GRATE CAP FASTEN CAP WITH A MINIMUM OF (3) STAINLESS STEEL SCREWS O BUBBLER (SEE IRRIGATION LEGEND) INSTALL 1" MINIMUM BELOW DRAIN GRATE 1/2" MIPT X 1/2" MIPT SCH- 80 NIPPLE 4 (LENGTH AS REQUIRED) (2 REQUIRED) 1/2" FIPT X 112" FIPT SCH. 40 5 90 DEGREE ELBOW 6 IRRIGATION LATERAL LINE ((PER LEGEND AND SPECIFICATIONS) Q FEMALE ADAPTERP SCH. 40 DEPTH BELOW ROOT BALL V-0" PLANTING DETAIL FOR BALL HOLE DEPTH) TREE BUBBLER SCHEDULE: BUBBLER B BUBBLER t6" BOX - 2 BUBBLERS :• BUBBLERS :• -� • ., .i. i 9 .,. � r I r r, - • • - APPROVED gm ' I I I 6 i 7 SII J i BUBBLER ENLARGEMENT O FINISH GRADE TUBE O (SEE OSCH 40 PVC 4" PERFORATED RIGID PIPE 2 WITH FILTER SOCK AND 4" NDS GREEN DRAINAGE GRATE CAP FASTEN CAP WITH A MINIMUM OF (3) STAINLESS STEEL SCREWS O BUBBLER (SEE IRRIGATION LEGEND) INSTALL 1" MINIMUM BELOW DRAIN GRATE 1/2" MIPT X 1/2" MIPT SCH- 80 NIPPLE 4 (LENGTH AS REQUIRED) (2 REQUIRED) 1/2" FIPT X 112" FIPT SCH. 40 5 90 DEGREE ELBOW 6 IRRIGATION LATERAL LINE ((PER LEGEND AND SPECIFICATIONS) Q FEMALE ADAPTERP SCH. 40 DEPTH BELOW ROOT BALL V-0" PLANTING DETAIL FOR BALL HOLE DEPTH) TREE BUBBLER SCHEDULE: BUBBLER B BUBBLER t6" BOX - 2 BUBBLERS :• BUBBLERS :• SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO. 3286, EXP 12/2017 DATE: FTOS301.A MULTIPLE VALVE MANIFOLD SINGLE VALVE MANIFOLD NOTE: NO MORE THAN 5 ELECTRIC CONTROL VALVES ARE TO BE INSTALLED PER MANIFOLD. EACH MANIFOLD SHALL HAVE A MAXIMUM OF 15SEPARATION. ALL MANIFOLDS ARE TO BE INSTALLED IN PLANTER AREAS WHENEVER POSSIBLE. 1 PURPLE PRESSURE SUPPLY LINE PURPLE O SEE PLAN MANIFOLD I OSI D PIPE O (SEE PLAN FOR SIZE) BALL VALVES TO MANIFOLD (SHOWN AT SIDE FOR GRAPHIC O (SEE IRRIGATION LEGEND AND DETAIL) CLARITY, LOCATE UNDERNEATH OQUICK COUPLER PURPLE VALVE BOXES) (SEE IRRIGATION LEGEND AND DETAIL) 7 BALL VALVE AND PURPLE SUPPLY OHEAT BRAND ALL PURPLE VALVE BOXESO LINE TO QUICK COUPLER PER SPECIFICATION (SIZE PER PLAN) ELECTRIC CONTROL VALVE 5 (SEE IRRIGATION LEGEND AND DETAIL) BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: N.T.S. -Lc D „F T.,UPAITCN P.DWG sweeney + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, Suite 209 i Dean@e, Ca 92868 to swee - e ® yassoc cel. t (74) 938 0456 ww swee t*' y ssoc cof (732A) 938 0456 1 AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. CAL VAM 211 MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION DETAILS FOR: W.O. COUNTY FORESTAR TOSCANA, LLC I I FILE NO, SHEET NO. L410 44 60 OF SHTS' 1 E�i � r I r r, - • • �� :, ^t� •: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO. 3286, EXP 12/2017 DATE: FTOS301.A MULTIPLE VALVE MANIFOLD SINGLE VALVE MANIFOLD NOTE: NO MORE THAN 5 ELECTRIC CONTROL VALVES ARE TO BE INSTALLED PER MANIFOLD. EACH MANIFOLD SHALL HAVE A MAXIMUM OF 15SEPARATION. ALL MANIFOLDS ARE TO BE INSTALLED IN PLANTER AREAS WHENEVER POSSIBLE. 1 PURPLE PRESSURE SUPPLY LINE PURPLE O SEE PLAN MANIFOLD I OSI D PIPE O (SEE PLAN FOR SIZE) BALL VALVES TO MANIFOLD (SHOWN AT SIDE FOR GRAPHIC O (SEE IRRIGATION LEGEND AND DETAIL) CLARITY, LOCATE UNDERNEATH OQUICK COUPLER PURPLE VALVE BOXES) (SEE IRRIGATION LEGEND AND DETAIL) 7 BALL VALVE AND PURPLE SUPPLY OHEAT BRAND ALL PURPLE VALVE BOXESO LINE TO QUICK COUPLER PER SPECIFICATION (SIZE PER PLAN) ELECTRIC CONTROL VALVE 5 (SEE IRRIGATION LEGEND AND DETAIL) BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: N.T.S. -Lc D „F T.,UPAITCN P.DWG sweeney + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, Suite 209 i Dean@e, Ca 92868 to swee - e ® yassoc cel. t (74) 938 0456 ww swee t*' y ssoc cof (732A) 938 0456 1 AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. CAL VAM 211 MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION DETAILS FOR: W.O. COUNTY FORESTAR TOSCANA, LLC I I FILE NO, SHEET NO. L410 44 60 OF SHTS' 1 E�i rZ �c w t= z ILL I- o � w z z Q c: cn w Q o � Q LLI M z z z a z w O w vT F-- m z Q U O 0 J W d } Q J = z o � O v � � z w w ( U :2 Z I -- _j Q Of Q J ry w o w ryLLJ c� z o O z Q 0 U nQ cw z o C/') U w w z > U O 1= J Ir U 0- w <t QCl- Fn LLJ Ln 00 o M' ry 0 • 0 0 w z z Q cn � cn w r r Lj z Q w 0 C m z O O OfU z O w I � m � U Z � J O w w w z D, <L w I— ~ Q Li w LLJ w w z U o z z Q 0 LLJ ry F= O Q = w � 0 0 U 0- w > o U Y < Li w � w U > U z O I— Q CC U J �Q w Q C1_' POP-UP SPRAY HEAD WITH PURPLE CAP 1 (SEE SPECIFICATIONS) OEXTERNAL CHECK VALVE (SEE SPECIFICATIONS) FINISH GRADE GADJACENT HARDSCAPE 4 (IF APPLICABLE) 1/2" x 2" SCH. 80 NIPPLE 5 (1 REQUIRED) 24" MINIMUM 3 NOTE: INSTALL EXTERNAL CHECK VALVES ON ALL SPRAYHEADS THAT ARE GREATER THAN 8 VERTICAL FEET IN ELEVATION LOWER THAN THE HIGHEST POINT ON THE COMBINED NON -PRESSURE LATERAL LINE FOR THE ENTIRE ZONE. 1/2" FIPT x FIPT SCH. 40 6 90 DEGREE ELBOW (1 REQUIRED) 1/2" x 8" PVC SCH. 80 NIPPLE G1/2" FIPT X MIPT SCH. 40 8 90 DEGREE ELBOW (2 REQUIRED) S x S x T TEE IN LATERAL LINE 9 (LATERAL SIZE x 1/2" FIPT) PURPLE NON -PRESSURE LATERAL 10 LINE (SIZE AS NOTED ON PLAN) RECLAIMED 12" POP-UP SPRAY HEAD : WITH EXTERNAL CHECK VALVE APPROVEDBYMPHC* "=1'-n"1 REV: OPURPLE PVC LATERAL LINE FROM ELECTRIC CONTROL VALVE ® PURPLE PVC EXHAUST MANIFOLD TO ELBOW CONNECTION ® PURPLE DRIP LINE LATERAL AIR/VACUUM RELIEF VALVE AT EACH HIGH POINT ® AIRNACUUM RELIEF LATERAL O7 PURPLE PVC FLUSH MANIFOLD PURPLE PERIMETER LATERALS 12" FROM EDGE O HARDSCAPE EDGE FLUSH VALVE 1 O PLUMBED TO FLUSH AT LOW POINT IN PURPLE VALVE BOX NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. RECLAIMED SUBSURFACE PIPE AND TUBING LAYOUT CENTER FED CONFIGURATION APPROVED BY MPH t9 N.T.S. REV: NOTE: INSTALL SO THAT RISER SHRUB SPRAY NOZZLE AND SCREEN 1 WITH PURPLE ADAPTER (SEE SPECIFICA EXTERNAL CHECK VALVE 2 (SEE SPECIFICATIONS) O FINISH GRADE O1/2" PVC SCH. 80 RISER (LENGTH VARIES) 1/2" FIPT x FIPT SCH. 40 5 90 DEGREE ELBOW (1 REQUIRED) TIONS) Q 1/2" x 8" PVC SCH. 80 NIPPLE 7 1/2" FIPT X MIPT SCH. 40 90 DEGREE ELBOW (2 REQUIRED) S x S x T TEE IN LATERAL LINE Q (LATERAL SIZE x 1/2" FIPT) OPURPLE NON -PRESSURE LATERAL LINE (SIZE AS NOTED ON PLAN) RECYCLED WATER 10 WARNING STICKER RECLAIMED SHRUB SPRAY ON RISER (ON S WITH CHECK VALVE APPROVED BY MPH 111=11-011I REV: t�Y•*1� r�ruy FINISH GRADE OF MULCH LAYER �2 2" TUBING DEPTH. ®SCH. 40 PVC TEE I ELBOW SXSXS/SXS COMPRESSION / BARBED ADAPTER 4 (GLUE INTO PVC TEE / ELBOW) 5 PURPLE PVC MANIFOLD/SUPPLY LINE FROM DRIP VALVE AND FILTER PURPLE DRIP LINE WITH INTEGRAL EMITTERS 6 2" BELOW FINISH GRADE OF TOP SOIL �7 COMPRESSION / BARBED TEE NOTES: INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. O NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT—OF—WAY ONLY. I NOTE: T CJI WORK CONTAINED WITHIN THESE PLANS V,`VV ^ A SHALL NOT COMMENCE UNTIL AN DIAL ENCROACHMENT PERMIT AND/OR A TWO WORKING GRADING PERMIT HAS BEEN ISSUED. BEFORE DAYS BEFORE YOU DIG YOU DIG The private landscape architect signing these plans is responsible far assuring TILL FREE 1-800-227-2600 the accuracy and acceptability of the design hereon. In the event of dlscreaancies A PUBLIC SERVICE BY arising after county approval or during construction, the private landscape architect MARK BY DATE UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable Wuhan and revising the plans for 000roval by the county. ENGINEER RENSIONS APPR. DAIS COUNTv ARCH s DATE � PLAN OPURPLE PVC LATERAL LINE FROM ELECTRIC CONTROL VALVE �2 PURPLE PVC SUPPLY MANIFOLD ® MANIFOLD TO ELBOW CONNECTION PURPLE DRIP LINE LATERAL 5 AIR/VACUUM RELIEF VALVE AT EACH HIGH POINT © AIR/VACUUM RELIEF LATERAL ® PURPLE PVC FLUSH MANIFOLD 8 PURPLE PERIMETER LATERALS 12" FROM EDGE Q HARDSCAPE EDGE FLUSH VALVE 10 PLUMBED TO FLUSH AT LOW POINT IN PURPLE VALVE BOX NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. FINISH GRADE ®� .ytt fei !END Y 1 l • ITS • _ 11 a �... �. rva �Oo/�i///Gr. rl APPROVEDBY MPH CENTER FED CONFIGURATION s t:t O NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT—OF—WAY ONLY. I NOTE: T CJI WORK CONTAINED WITHIN THESE PLANS V,`VV ^ A SHALL NOT COMMENCE UNTIL AN DIAL ENCROACHMENT PERMIT AND/OR A TWO WORKING GRADING PERMIT HAS BEEN ISSUED. BEFORE DAYS BEFORE YOU DIG YOU DIG The private landscape architect signing these plans is responsible far assuring TILL FREE 1-800-227-2600 the accuracy and acceptability of the design hereon. In the event of dlscreaancies A PUBLIC SERVICE BY arising after county approval or during construction, the private landscape architect MARK BY DATE UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable Wuhan and revising the plans for 000roval by the county. ENGINEER RENSIONS APPR. DAIS COUNTv ARCH s DATE � PLAN OPURPLE PVC LATERAL LINE FROM ELECTRIC CONTROL VALVE �2 PURPLE PVC SUPPLY MANIFOLD ® MANIFOLD TO ELBOW CONNECTION PURPLE DRIP LINE LATERAL 5 AIR/VACUUM RELIEF VALVE AT EACH HIGH POINT © AIR/VACUUM RELIEF LATERAL ® PURPLE PVC FLUSH MANIFOLD 8 PURPLE PERIMETER LATERALS 12" FROM EDGE Q HARDSCAPE EDGE FLUSH VALVE 10 PLUMBED TO FLUSH AT LOW POINT IN PURPLE VALVE BOX NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. a eS SJBS.4 v _PIPE tiD -ED — R.pYG O FINISH GRADE ®� .ytt fei !END Y 1 l • ITS • _ 11 a �... �. �Oo/�i///Gr. rl Sw A•' , DCONFIGURATION' s t:t a eS SJBS.4 v _PIPE tiD -ED — R.pYG O FINISH GRADE ®� .ytt fei !END Y 10" ROUND PURPLE VALVE BOX DRILL HOLES INTO BOX AT SAME DEPTH AS TUBING. HEAT BRAND "AR" ON THE LID IN 1" � TALL LETTERS 314" GRAVEL SUMP IN, UNDER AND `.1 AROUND VALVE BOX. FILL TO TOP OF ®COMPRESSION AMENDED SOIL MIX VALVE BOX HOLES (REFER TO PLANTING PLANS) AIR VACUUM RELIEF VALVE ®INSTALL FILTER FABRIC AROUND GRAVEL SUMP 5 (SEE SPECIFICATIONS) 6 PURPLE SUBSURFACE TUBING ® RECYCLEO WATER WARNING AG DLOCAL STANDARDS) (SEE SPECIFICATIONS) (PER O PVC SCH. 40 COMP X FIPT X COMP TEE NOTE:LOCATE AIRNACUUM RELIEF VALVES ® PURPLE DRIP LINE AT ALL HIGH POINTS IN SUB SURFACE NOTES: TUBING SYSTEMS TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE. 02.05.13 RECLAIMED AIR / VACUUM RELIEF VALVE'°`R'"� ON SUBSURFACE TUBING =D BY MPH STD. R-084 3"=11-0"1 REV- SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO. 3286, EXP 12/2017 DATE: FTOS301.A 1 N 3 2 BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: N.T.S. .__e_S'.J&S"�� °__c i+4.11IF..L;. CJD rCD - R.DWC St.rtJeeney. + associates IRRIGATION DESIGN AND CONSULTING r 321 Rampart Street, Suite 209 Orange. Ca 92868 w info sweer.eyassc.com �f. (214) 938-0456 w. www.sweeneyassoe.com f: (1141938-0456 1 AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. MS 4279 I.P. NO 140004 SHEET NO. COUNTY Of RIVERSIDE L411 TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION DETAILS 45 60 OF SH TS W.O. COUNTY f A C FORESTAR TOSCANA, LLC FILE NO. ISOMETRIC ®� .ytt fei !END Y FINISH GRADE OF MULCH LAYERS 2" TUBING DEPTH SCH. 40 PVC TEE I ELBOW SXSXSISXS ®COMPRESSION / BARBED ADAPTER (GLUE INTO PVC TEE I ELBOW) PURPLE PVC MANIFOLD/SUPPLY LINE 5 FROM DRIP VALVE AND FILTER 6 PURPLE DRIP LINE WITH INTEGRAL EMITTERS 2" BELOW FINISH GRADE OF TOP SOIL O COMPRESSION 1 BARBED ELBOW ® PURPLE DRIP LINE NOTES: INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: N.T.S. .__e_S'.J&S"�� °__c i+4.11IF..L;. CJD rCD - R.DWC St.rtJeeney. + associates IRRIGATION DESIGN AND CONSULTING r 321 Rampart Street, Suite 209 Orange. Ca 92868 w info sweer.eyassc.com �f. (214) 938-0456 w. www.sweeneyassoe.com f: (1141938-0456 1 AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. MS 4279 I.P. NO 140004 SHEET NO. COUNTY Of RIVERSIDE L411 TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION DETAILS 45 60 OF SH TS W.O. COUNTY f A C FORESTAR TOSCANA, LLC FILE NO. t • w e x , .� ^•^ a •® ^r^ ®� .ytt fei !END Y FED CONFIGURATION BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: N.T.S. .__e_S'.J&S"�� °__c i+4.11IF..L;. CJD rCD - R.DWC St.rtJeeney. + associates IRRIGATION DESIGN AND CONSULTING r 321 Rampart Street, Suite 209 Orange. Ca 92868 w info sweer.eyassc.com �f. (214) 938-0456 w. www.sweeneyassoe.com f: (1141938-0456 1 AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. MS 4279 I.P. NO 140004 SHEET NO. COUNTY Of RIVERSIDE L411 TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION DETAILS 45 60 OF SH TS W.O. COUNTY f A C FORESTAR TOSCANA, LLC FILE NO. a W CD I— z W o w z z Q in � vi W L, ry <C Q 0 0 z Q W M z z 0 z LJ 0 J In `E Q CC U U � J I W o >_ Y Q z I— � W W Q U Z Q Q � O:� a - (D W U W C� z U z W z 0 0 z Q V) U Q W W o C/) U W z > v_ O n a_ Q dOf Ln DO ci CD C� o CD <c V� (n I� O < Q 0 0 W zU Q W W r O M �� z O o 0 W < m Q � U0 cn Cl - a z r d w t- ~ Q w w w z U z z Q _0 W -- 0 Q z � V) 00 O U a_ W (n > O0 z 0 < W Q Lf) W W U z 0 d a- DIAL. BEFORE YOU DIG ©V 1�EQUAL I EQUAL SHRUB OR GROUNDCOVER 1 (TYPICAL, SEE PLANTING DETAILS) O 2" - 4" BARK MULCH LAYER AMENDED SOIL MIX 3 (REFER TO PLANTING SPECIFICATIONS) PURPLE SUB -SURFACE TUBING, BURIED INTO SOIL MIN, 2" 4 (REFER TO IRRIGATION LEGEND) TUBING STAKE (SEE 5 SPECIFICATIONS FOR SPACING AND MODEL NUMBER) 6 PURPLE TUBING SPACING VARIES 12" - 18" ON CENTER BASED ON EMITTER SPACING PURPLE TUBING DEPTH VARIES 4"-6" 7 PER MANUFACTURER'S GUIDELINES O12" RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE: 02-05-13 1/2" x 8" PVC SCH. 80 NIPPLE RECLAIMED SUBSURFACE TUBING SPACING AND DEPTH (SEE SPECIFICATIONS) * 7 o APPROVED BY. MPH STD. R-086 1 1/2"=1 1-011REV=arrnRo�°e 1/2" FIPT X MIPT SCH. 40 O12" POP-UP SPRAY HEAD WITH PURPLE CAP DRIP VALVE ASSEMBLY 1/2" x 8" PVC SCH. 80 NIPPLE (SEE SPECIFICATIONS) `✓ 7 o SWING ASSEMBLY FOR SLOPE TRANSI INSTALL (1) ONE VAN NOZZLE PER 6 O 1/2" FIPT X MIPT SCH. 40 PRESSURE REGULATOR STANDARD PRODUCTS LIST, AND PURPLE IRRIGATION PRESSURE 90 DEGREE ELBOW (2 REQUIRED) ADJUST TO CLOSED POSITION. 7 S x S x T TEE IN LATERAL LINE O MANUAL FLUSH VALVE ASSEMBLY 7PVC (LATERAL SIZE x 1/2" FIPT) O FINISH GRADE (D NON -PRESSURE LATERAL LINE O ASSEMBLY FOR SLOPE TRANSITION APPLICABLE) (SEE ON GRADE EMITTER DETAIL) (SIZE AS NOTED ON PLAN) (IF 1/2" x 2" SCH. 80 NIPPLE a IRRIGATION PRESSURE O (1 REQUIRED) SUPPLY 4 O PRESSURE REGULATOR IN BOX 1/2" FIPT x FIPT SCH. 40 4 90 DEGREE ELBOW (1 REQUIRED) NOTE. INSTALL (1) ONE DRIP OPERATION INDICATOR NEAR VALVE BOX FOR EACH DRIP ZONE. MARK LOCATION FOR APPROVAL BY LIVID REPRESENTATIVE PRIOR TO INSTALLATION. ■.7►.I�:i.'lui�•I.1�1►r1••�1i,�,red■�le�►l►llaecl�alll:7cnF.9:I•lei�d\i[iP►i�7�`7,1i ci�l�3it�9(��tY�1��fci 1 �.. ; 0 3 TOE OF SLOPE 4 5 � 77 -6) z-48 MANUAL FLUSH VALVE ASSEMBLY 1 IN PURPLE BOX (SEE DETAIL) 5 CHECK VALVE ®EMITTER ON FLEXIBLE RISER 6 DRIP VALVE ASSEMBLY (SEE DETAIL) (SEE DETAIL) OSHRUB SPACING 7 o SWING ASSEMBLY FOR SLOPE TRANSI (VARIES - SEE PLANTING PLANS) (IF APPLICABLE) PRESSURE REGULATOR ® PURPLE IRRIGATION PRESSURE O4 IN PURPLE BOX SUPPLY LINE 3 NOTE: ON GRADE DRIP IRRIGATION • ' i - 1'd TOE OF SLOPE AND INSTALLED WITH 3 NOTE: ON GRADE DRIP IRRIGATION • MAY ONLY BE DESIGNED i - 1'd TOE OF SLOPE AND INSTALLED WITH PRIOR WRITTEN APPROVAL OF COUNTY 10 REPRESENTATIVE O MANUAL FLUSH VALVE ASSEMBLY 7PVC SCH. 40 UVR 3/4" S X 3/4" MHT WITH 3/4" FHT CAPL TEGLARLINE 2 EMITTER ON FLEXIBLE RISER O O ASSEMBLY FOR SLOPE TRANSITION APPLICABLE) (SEE ON GRADE EMITTER DETAIL) (IF O3 SHRUB SPACING a IRRIGATION PRESSURE (VARIES - SEE PLANTING PLANS) SUPPLY 4 O PRESSURE REGULATOR IN BOX 10 DRIP VALVE ASSEMBLY (SEE DETAIL) ® CHECK VALVE 11 RECCLED WATER WARNING TAG YSTICKER 20' (MINIMUM O.C.) VINYL COATED 18" LONG "J" HOOK 6 (MINIMUM 10'0 . C.) 5) QNOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK zFIR �� 2 WITHIN THE ROAD RIGHT—OF—WAY ONLY. nn TNOTE: J WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A Two woRKmc GRADING PERMIT HAS BEEN ISSUED. DAYS BEFORE YOU DIG The private landscape architect signing these plans is responsible for assuring —BOO -227-2600 the curacy and acceptability of the desgn heraoo. In the event of discrepancies A PUBLIC SERVICE BY arising after county approval or during construction, the private landscape architect MARK BY DAIS UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable solution and revising the plans for approval by the county, ENGINEER REA90NS FILE'. R-094_FONT TO POINT ON GRADE - R DWG APPR, I DATE COUNTY �S�NP E Or Q f I� SI GNAT �'-2- \E TE OFAC NO �qa�1 i i ! �^`i - a• I onu/e's.� B�r.n� ! - • ! : a - w� •• •tirwea � td� r(��°a�.N e�%�}�i nT+ � �� °w toe �.i 1t { , � °e • x� 0.` ti � °w Otrn w n t'.'�'P"+• �7N lyY�ia ems '�•jwrx5°a�@ aa�t y �iAGa►n� 4e ��.1s. 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In the event of discrepancies A PUBLIC SERVICE BY arising after county approval or during construction, the private landscape architect MARK BY DAIS UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable solution and revising the plans for approval by the county, ENGINEER REA90NS FILE'. R-094_FONT TO POINT ON GRADE - R DWG APPR, I DATE COUNTY �S�NP E Or Q f I� SI GNAT �'-2- \E TE OFAC NO �qa�1 i i ! �^`i - a• I onu/e's.� B�r.n� ! - • ! : a - w� •• •tirwea � td� r(��°a�.N e�%�}�i nT+ � �� °w toe �.i 1t { , � °e • x� 0.` ti � °w Otrn w n t'.'�'P"+• �7N lyY�ia ems '�•jwrx5°a�@ aa�t y �iAGa►n� 4e ��.1s. "w �'i��'•��m }'ire x enex Vit' �:� �� * ei � °w �r �'�.�nJ/ F✓ti�'w �`N • '�Y ¢ ew eat �� "ydtyr eek ew to en®' �� ' dt�' vw`�°x � rw rr'�' - - ` Jr'�`�w��d�?',i>�.r�`� �rl1Y;=++c�x,%��°�t.7.+��m �A ti�/•'4��f�A� ee�e''C-' - ♦ : e ' i : a �� ip�%•l�"•'�N �t�//.,�P'"�°a4t�&�� u�j�,��° � �/i;a�amte��f�" mge ��e��t�t`"�� t�' �r��'!•'r•afi�w,,�t'atww'wer,,;ex ee�rxe��`rree�ar-yts • `ire-raw,w�N��...�.--- — ! - seww��w"��•+aw��"'i�a�J't��mm�,%vJ+�e"ea`x�n�s "'�.'t.�� le. . ae�- r °.tea e y--- - es 1 • • IA 4• 10 ! i • i ♦ i ♦ - iii - -♦ ♦ - ' i- ♦ -` 1 2 3 4 5 0 a FLAT - I 1 2 3 4 5 ,: � MO'�` EMITTER NOZZLE AND O SCREEN, SEE SPECIFICATIONS VINYL COATED 12" LONG TUBING "J" HOOK ®FLEXIBLE 1/2" RISER ASSEMBLY WITH 1/2" MIPT THREADED ENDS ®1/2" SCH 40 SLIP X FIPT FEMALE ADAPTER O 1/2" SCH 40 UVR PVC BARK MULCH LAYER ON SLOPE 6 (WITH PRIOR APPROVAL ONLY) O7 PLANT ROOT BALL l 8 1 AMENDED BACKFILL NOTE: ON GRADE DRIP IRRIGATION MAY u ONLY BE DESIGNED AND INSTALLED WITH PRIOR WRITTEN APPROVAL OF COUNTY REPRESENTATIVE INSTALL DRIP EMITTER INSIDE OF PLANT WATERING BASING ADJACENT TO ROOT BALL F. LE'. R09EVITTER ON R SER Or, GRADE - R.DWG SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO. 3286, EXP 12/2017 DATE: FTOS301.A �,r"�;T litlri Fi 3f it ,' § •••�• : 1 2 3 4 5 0 a FLAT - I 1 2 3 4 5 ,: � MO'�` EMITTER NOZZLE AND O SCREEN, SEE SPECIFICATIONS VINYL COATED 12" LONG TUBING "J" HOOK ®FLEXIBLE 1/2" RISER ASSEMBLY WITH 1/2" MIPT THREADED ENDS ®1/2" SCH 40 SLIP X FIPT FEMALE ADAPTER O 1/2" SCH 40 UVR PVC BARK MULCH LAYER ON SLOPE 6 (WITH PRIOR APPROVAL ONLY) O7 PLANT ROOT BALL l 8 1 AMENDED BACKFILL NOTE: ON GRADE DRIP IRRIGATION MAY u ONLY BE DESIGNED AND INSTALLED WITH PRIOR WRITTEN APPROVAL OF COUNTY REPRESENTATIVE INSTALL DRIP EMITTER INSIDE OF PLANT WATERING BASING ADJACENT TO ROOT BALL F. LE'. R09EVITTER ON R SER Or, GRADE - R.DWG SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO. 3286, EXP 12/2017 DATE: FTOS301.A �,r"�;T '��// ice%///fr •• -• • -• i' >R„: N3_ BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: N.T.S. sweeney + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, Suite 204 d1mg orange, Ca 92868 e: iota@sweeneyaswc. cum it: (1141 938-0456 w. www.sweeoayaescc.cam }B (7141 938-0456 I AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN, MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION DETAILS W.O. COUNTY FORESTAR TOSCANA, LLC FILE NO. L412 Oki 60 _ OF_SHTS Q Lil RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE: 02-05-13 0Q NON -PRESSURE LATERAL LINE APPROVED BY: MPH CROSSING OVER V -DITCH 3"=1'-0" REV: PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949. 494. 7861 STD. G-043 r) LLJ �+ ry Q V�Q Y, o Z Q LL ED MARK z z O� z U � U � W (n J I ED Z _ Q J z O F- z ww Q J U Z r' Q J Q ry D _ 'U O W 1, 05 LJ C U U Z o z o z Q � J S U � LLJ Z > U O P: J D_ U Q Q n 1, WON CENTER TYPICAL T-CHRISTY'S RECLAIMED WATER WARNING TAGS ULTRAVIOLET RESISTANT PVC STREET ELLS, 2 REQUIRED ULTRAVIOLET RESISTANT SCH 40 PVC PIPE, SEE PLANS FOR SIZE GRADE 5/16" HOT ROLLED "J" HOOK WITH PROTECTIVE VINYL TUBING, WELDED TO #4 REBAR STAKE. SPACE AT 8' ON CENTER, TYPICAL NOTE: ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRAVIOLET RESISTANT PVC. SPRINKLER HEAD ASSEMBLY TO BE INSTALLED PLUMB. ALL PVC FITTINGS INSTALLED ON GRADE TO BE ULTRAVIOLET RESISTANT PVC. SECTION VIEW - N.T.S. (D.PAm W 5r t h..dm Y FINISH GRADE 3" WIDE METALLIC MARKER TAPE -) I I=I I I -I I I -I I I -I I I-O"ALERTLINE" PURPLE LATERAL NONPRESSURE RECLAIMED WATER PIPE FROM IRRIGATION BEAD -I I I -I I I -I I I-) I -1 TO IRRIGATION HEAD. WHENEVER THE LINES FL11111 ) II (IIIIII-CROSS THE POTABLE PIPE NO SLEEVE IS REQUIRED. II-III I, I II"A INLINE PI PURPLE COLORED PRESSURE III -I I -I', I (- MAINLINE PIPE NOTE: WHERE POTABLE LINES AND CONSTANT PRESSURE RECLAIMED WATER LINES CROSS, THE RECLAIMED LINES SHALL BE INSTALLED BELOW THE POTABLE LINE IN A CLASS 200 PURPLE COLORED PVC SLEEVE, THE SLEEVE SHALL EXTEND 5 -FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 10 FEET. lie POTABLE WATER LINE 11 12" MINIMUM CLEARANCE (TYPICAL) RECLAIMED PRESSURE MAINLINE AND SLEEVE "L GROUND WIRE 06) ROD W/ BRASS CLAMP ANGULAR VALVE BOX GR" ONTO LID 5/8" X 8' COPPER CLAD GROUND ROD FINISHED GRADE NATIVE OR UNDISTURBED SOIL SECTION VIEW FILL 1/2 OF BOX WITH COMPACTED SITE SOIL RED BRICK SUPPORTS (4 REQ,) BARE COPPER GROUND WIRE /"A) FROM CONTROLLER, V MINIM6 45 DEGREE ELL THRUST BLOCKS TO BE 1 CUBIC FT OF CONCRETE THRUST BLOCKS TO BE USED FOR ALL PLASTIC MAINLINE PIPE WRAP PLASTIC FITTINGS USING BLACK PIPE TAPE ALL CONCRETE TO BE PORTLAND CEMENT 420•C-2000 CONCRETE THRUST BLOCK, TYPICAL MAINLINE PIPE - IL_ UNDISTURBED SOIL I I l� j 90 DEGREE ELL TEE CONCRETE THRUST BLOCK, TYPICAL ►.- MAINLINE PIPE R I UNDIS URBED SOIL 'I I SECTION VIEW - N.T.S. O PIPE ON GRADE I O POTABLE MAINLINE CROSSING I O GROUND ROD INSTALLTION I O THRUST BLOCKS Cn W 00 Ci M Cl_ CJ D W z z Q U U5 (n Lil � Q QLLJ Q � tl Y V) O m zO ry z U O UJ I- m, U z U% J O U CL LLJ - 0- Z Q W 17 7 S Q Li a. Li W W Z U r-) U Q Z z O LJ Y 1-- O Q o o Q U a_ t� N w z NI o Q U o MNM M��W� Y Q U DIAL TWO WORKING C W BEFORE DAYS BEFORE U j U YOU DIG YOU DIG z U TOLL FREE 1-800-227-2600 a- A PUBLIC SERVICE BY <( a_ UNDERGROUND SERVICE ALERT 12" FROM EDGE OF DITCH 12" FROM EDGE OF DITCH TYPICAL BOTH SIDES D D D 01 PVC UVR RESISTANT NON -PRESSURE ® PVC UVR RESISTANT SCH 40 LATERAL LINE IN GALVANIZED STEEL SLEEVE ® NON -PRESSURE LATERAL LINE ®PIPE'T HOOK STABLIZER BAR O CONCRETE V -DITCH WITH VINYL COATING (MIN 4 REQUIRED) OSWING JOINT UTILIZING 4 PVC STREET ELS Q FINISH GRADE (2 ON BOTH SIDES OF V -DITCH) NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. CONTRACTOR IS TO PROVIDE TWO (2) ADDITIONAL PILOT WIRES (GREEN IN COLOR) AND ONE (1) ADDITIONAL COMMON WIRE (WHITE IN COLOR) FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE END OF EACH AND EVERY LEG OF MAIN LINE. TERMINATE WITHIN A 10" ROUND PURPLE VALVE BOX AND LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. NOTE, WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/ORA GRADING PERMIT HAS BEEN ISSUED. RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE: 02-05-13 NON -PRESSURE LATERAL LINE APPROVED BY: MPH CROSSING OVER V -DITCH 3"=1'-0" REV: PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949. 494. 7861 STD. G-043 NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. CONTRACTOR IS TO PROVIDE TWO (2) ADDITIONAL PILOT WIRES (GREEN IN COLOR) AND ONE (1) ADDITIONAL COMMON WIRE (WHITE IN COLOR) FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE END OF EACH AND EVERY LEG OF MAIN LINE. TERMINATE WITHIN A 10" ROUND PURPLE VALVE BOX AND LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. NOTE, WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/ORA GRADING PERMIT HAS BEEN ISSUED. oS�0.pE ARcd o�' racorTF I UR �j^'L- r Dn �tF Of C NA_, � PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949. 494. 7861 The private landscape architect sing these plans is responsible for assuringJ the accuracy and acceptability of the design hereon. In the event of discrepancies rasing after county approvoi or during canstruction the private landscape architect shall be responi tai determining an acceptable solution and revising the plans for approval b the anon(. MARK BY DATE APPR REVISIONS ENGINEER ` DAT COUNTY CERT NO .3286 EXP 12/2017 DATE: FTOS301.A IRRIGATION NOTES, CONTINUED 11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. 14. NO LOW HEAD DRAINAGE SHALL BE ALLOWED. 15. PRIOR TO BACKFILLING THE PARTY RESPONSIBLE FOR IRRIGATION INSTALLATION SHALL CONDUCT A PRELIMINARY FIELD INSPECTION OF THE IRRIGATION SYSTEM. 16. PRIOR TO ORDERING ANY MATERIALS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CDF OR LMD WITH CONTRUCTION SUBMITTALS PER SPECIFICATION REQUIREMENTS. WORK SHALL NOT BEGIN UNTIL THE CONTRACTOR HAS APPROVAL FROM CDF OR LMD FOR ALL ITEMS IN SUBMITTALS. 17. CONTRACTOR MUST CONTACT MARK HUGHES AT LEAST (72) HOURS PRIOR TO CONDUCTION OF PRE -CONSTRUCTION MEETING. 18. AFTER PROJECT INSTALLATION AND AUDIT SHALL BE CONDUCTED BY A CERTIFIED IRRIGATION AUDITOR AND ITS FINDINGS STATED IN A WRITTEN REPORT. 19. NO OVERHEAD IRRIGATION SHALL BE CONDUCTED BETWEEN THE HOURS OF 9 A.M. AND 8 P.M. 20, CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CALSENSE AND CFD / LIVID REPRESENTATIVE FOR APPROVAL OF ALL CENTRAL CONTROL SYSTEM EQUIPMENT LOCATIONS PRIOR TO INSTALLATION. 21. CALSENSE CERTIFICATION REQUIRED PRIOR TO START OF 90 -DAY PLANT ESTABLISHMENT PERIOD. 22. ALL PROPOSED LANDSCAPE IS CONSIDERED "SPECIAL" LANDSCAPE AREAS PER RIVERSIDE COUNTY ORDINANCE 859.2 SECTION 3. ALL LANDSCAPE IRRIGATED WITH RECYCLED WATER. BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: N.T.S. sweeney + associates IRRIGATION DESIGN AND CONSULTING 3 Hdx 321 Rampart Street, Suite 209 .�: Orange, Ca 92858 r - e: info@s,aeeneyaesoc.wm. t: (714) 938-0455 w www.sweeneyastoc_com f (714) 938-0456 1 AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN, MS 4279 /.P. NO 940004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION DETAILS W.O. COUNTY FORESTAR TOSCANA, LLC I I FILE NO. SHEET NO L413 47 60 OF SH TS n n Q w a 'z W 7- 0 Z tD in W Q �, z < (n O ry '¢ z z Q T-- POC or Controller JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total / Avg. ry ETo / Month (Inches): 2.50 2.90 4.20 5.30 5.90 6.60 7.20 6.90 5.40 4.10 1 2.90 2.60 56.50 V) I CD 204.0 Irrigation Days/ Week: 4 4 5 5 6 6 6 6 5 1 4 4 4 1.00 Plant / Irrig. Type I AKc Pr Rate IE JAN FEB MAR APR MAY JUN JUL AUG SEP I OCT NOV DEC Low Water Shrubs 0.50 0.49 z z 12.3 O 16.8 15.1 O z 1T7 FW - O 11.5 w U) F- Point Source Drip J I < 48.0 M z 64.5 84.1 U O 87.3 92.2 J C 1 78.7 W I W ITotal Min./Day 0- W 0.80 1 0.49 Q J D 20.6 z O a 1 27.4 1 25.2 1 18.4 1 16.0 Min./Day/Zone Point Source Drip Number of Zones: 0 0.0 z 0.0 0.0 0.0 0.0 0.0 w w W 1 0.0 1 0.0 O Q MedWaterShrubsl W W z 14.6 Qry c� 1 17.8 1 13.0 1 11.3 Q z I Number of Zones: n, D Li 0.0 0.0 0.0 0.0 w 0 ITotal Min./Day 1, o N 0.80 1 0.60 z O LLJ t` d z 22.0 \; 22.8 a 23.1 O z Of 1 13.0 Q Y Number of Zones: J O 0.0 V0 W Ld 0.0 Q S 0.0 W 0.0 0.0 1 0.0 L U Low Water Shrubs > O z 1 11.8 O t- 2 20.6 tY U O 22.6 IZ Q 21.0 19.3 W [If z Min./pay/Zone Q O Q w Z Li < C� 'fie , O z Q Q ry < Lj < F -- POC or Controller JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total / Avg. HYDRAULIC GRADE LINE (FT) IWATER METER ELEVATION (FT) ETo / Month (Inches): 2.50 2.90 4.20 5.30 5.90 6.60 7.20 6.90 5.40 4.10 1 2.90 2.60 56.50 V) V) O w M 204.0 Irrigation Days/ Week: 4 4 5 5 6 6 6 6 5 1 4 4 4 1.00 Plant / Irrig. Type I AKc Pr Rate IE JAN FEB MAR APR MAY JUN JUL AUG SEP I OCT NOV DEC Low Water Shrubs 0.50 0.49 Z z 12.3 O 16.8 15.1 O Of z 1T7 17.1 1 15.7 11.5 WI _O Point Source Drip I Number of Zones: < 48.0 MQ 64.5 84.1 Q 87.3 92.2 O z C 1 78.7 O 1 49.9 ITotal Min./Day 18.4 16.0 W 0.80 1 0.49 D Z D 20.6 W Qry 28.3 1 27.4 1 25.2 1 18.4 1 16.0 Min./Day/Zone Point Source Drip Number of Zones: 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Q W 1 0.0 1 0.0 D Lil MedWaterShrubsl W W z 14.6 � o c� 1 17.8 1 13.0 1 11.3 z Q zo z I Number of Zones: � Li 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 1 0.0 1 0.0 ITotal Min./Day ry F- F-- 0.80 1 0.60 O a 1 12.5 16.1 16.9 22.0 19.7 22.8 (nO 23.1 o O Of 1 13.0 W w Number of Zones: cf) > 0.0 O0 0.0 0.0 Q 0.0 0.0 OfO 0.0 0.0 1 0.0 ITotal Min./Day U Low Water Shrubs < W 1 11.8 W 2 20.6 Lj O 22.6 > U 21.0 19.3 O I- z Min./pay/Zone ch Number ofZanes: 0 Q D_ 0.0 a OA 0.0 Qn DIAL BEFORE YOU DIG IRRIGATION CONTROLLER RUN TIMES DURING LANDSCAPE ESTABLISHMENT PERIOD IRRIGATION CONTROLLER RUN TIMES DURING LANDSCAPE ESTABLISHMENT PERIOD WATER METER NUMBER 1 IWATER METER SIZE (Inches) POC or Controller JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total / Avg. HYDRAULIC GRADE LINE (FT) IWATER METER ELEVATION (FT) ETo / Month (Inches): 2.50 2.90 4.20 5.30 5.90 6.60 7.20 6.90 5.40 4.10 1 2.90 2.60 56.50 A ETo / Day (Inches): 0.08 0.10 0.14 0.18 0.19 0.22 0.23 0.22 0.18 1 0.13 1 0.10 0.08 0.15 204.0 Irrigation Days/ Week: 4 4 5 5 6 6 6 6 5 1 4 4 4 1.00 Plant / Irrig. Type I AKc Pr Rate IE JAN FEB MAR APR MAY JUN JUL AUG SEP I OCT NOV DEC Low Water Shrubs 0.50 0.49 0.90 9.6 12.3 12.9 16.8 15.1 17.5 18.4 1T7 17.1 1 15.7 11.5 1 10.0 Min./Day2one Point Source Drip I Number of Zones: 5 48.0 61.6 64.5 84.1 75.5 87.3 92.2 88.3 1 85.7 1 78.7 1 57.5 1 49.9 ITotal Min./Day 18.4 16.0 Med Water Shrubs 0.80 1 0.49 0.90 1 15.4 19.7 20.6 26.9 24.2 27.9 29.5 28.3 1 27.4 1 25.2 1 18.4 1 16.0 Min./Day/Zone Point Source Drip Number of Zones: 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 1 0.0 1 0.0 1 0.0 ITotal Min./Day 17.1 19.7 MedWaterShrubsl 0.80 1 1.00 0.63 1 10.8 13.9 14.6 19.0 17.1 19.7 20.8 19.9 19.4 1 17.8 1 13.0 1 11.3 Min./Day/Zone Spray I Number of Zones: 0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 1 0.0 1 0.0 ITotal Min./Day 0.80 1 0.60 Med Water ShrubsT 0.80 1 0.60 0.90 1 12.5 16.1 16.9 22.0 19.7 22.8 24.1 23.1 22.4 20.6 15.0 1 13.0 Min./Day/Zone Inline Drip Tubing Number of Zones: 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 ITotal Min./Day MP Rotators I Number of Zones: Low Water Shrubs 0.50 1 0.45 0.80 1 11.8 15.1 15.8 20.6 18.5 21.4 22.6 21.6 21.0 19.3 14.1 1 12.2 Min./pay/Zone MP Rotators Number ofZanes: 0 0.0 0.0 0.0 0.0 OA 0.0 0.0 0.0 0.0 0.0 1 0.0 1 0.0 JTotal Min./Day Total Min.IDay Low Water Trees 0.50 1 3.00 0.90 1.6 2.0 2.1 2.7 2.5 2.9 3.0 2.9 2.8 2.6 1 1.9 1 16 Min./Day/Zone Bubblers I Number of Zones: 4 16.3 8.1 8.4 11.0 9.9 11.4 1 12.0 11.5 11.2 10.3 1 7.5 1 6.5 ITotalMin./Day 0.0 Med Water TreesD.80 3.00 0.90 2.5 3.2 3.4 4.4 3.9 4.6 4.8 4.6 4.5 4.1 3.0 2.6 Min./Day/Zone Bubblers Ner umbof Zones: 0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 1 0.0 0.0 0.0 1 0.0 1 0.0 JTotal Min./Day 2.86 2.74 1 2.66 1 2.44 1 1.79 1 1.55 ITotal Hrs./Day Total Number of Zones: 9 541 70 1 73 195 85 99 1 104 1 100 97 89 65 1 56 ITotal Min./Day Total Controller Run Time in Hours: 1 0.90 1 1.16 1 1.22 1 1.59 1 1.42 1 1.65 1 1.74 1 1.66 1.62 1 1.48 11.08 1 0.94 ITotal Hrs./Day JAN I FEB I MAR APR I MAY I JUN I JUL I AUG SEP I OCT I NOV I DEC IRRIGATION CONTROLLER RUN TIMES DURING LANDSCAPE ESTABLISHMENT PERIOD IRRIGATION CONTROLLER RUN TIMES DURING LANDSCAPE ESTABLISHMENT PERIOD WATER METER NUMBER 1 IWATER METER SIZE (Inches) POC or Controller JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total f Avg. HYDRAULIC GRADE LINE (FT) IWATER METER ELEVATION (FT) ETo I Month (Inches): 2.50 2.90 4.20 5.30 5.90 6.60 7.20 6.90 5.40 4.10 1 2.90 1 2.60 1 56.50 C 0 ETo / Day (Inches): .08 0.10 0.14 0.18 0.19 0.22 0.23 0.22 0.18 0 13 0.10 0.08 0.15 204.0 Irrigation Days / Week: 4 4 5 5 6 6 6 6 5 4 1 4 1 4 1.00 Plant 1 Irrig. Type I AKc Pr Rate IE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Low Water Shrubs 0.50 0.49 0.90 9.6 12.3 12.9 16.8 15.1 17.5 18.4 17.7 17.1 15.7 1 11.5 1 10.0 Min./Day/Zone Point Source Drip I Number of Zones. 8 76.8 98.6 103.2 134.6 120.8 139.7 147.5 1 141.3 1 137.1 1 126.0 92.1 1 79.9 ITotal Min./Day 0.80 Med Water Shrubs 0.80 1 0.49 0.90 15.4 1 19.7 20.6 26.9 24.2 27.9 29.5 1 28.3 1 27.4 1 25.2 18.4 16.0 Min./Day/Zone Point Source Drip Number of Zones: 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.01 0.0 0.0 0.0 ITotal Min./Day 21.2 Med Water Shrubs 0.80 1.00 0.63 10.8 1 13.9 14.6 19.0 17.1 19.7 20.8 19.9 19.41 17.8 13.0 11.3 Min./Day/Zone Spray I Number of Zones: 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 1 0.0 0.0 0.0 1 0.0 JTotal Min./Day 4 Med Water Shrubs 0.80 1 0.60 0.90 12.5 16.1 16.9 22.0 19.7 22.8 24.1 1 23.1 1 22,4 20.6 1 15.0 1 13.0 Min./Day/Zone Inline Drip Tubing I Number of Zones: 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 1 0.0 ITotal Min./Day I JUL LowWaterShrubsl 0.50 1 0.45 1 0.80 1 11.8 1 15.1 15.8 20.6 18.5 21.4 22.6 21.6 21.0 19.3 1 14.1 1 12.2 Min./Day/Zone MP Rotators I Number of Zones: 1 0 0.0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 1 0.0 ITotal Min./Day 0.50 DAB Low Water Trees 1 0.50 1 3.00 1 0.90 1.6 1 2.0 2.1 2,7 2.5 2.9 30 2.9 2.8 2.6 1 1.9 1.6 Min./Day/Zone Bubblers Number of Zones: 8 12.5 16.1 16.9 22.0 19.7 22.8 24.1 23.1 22.4 20.6 15.0 13.0 Total Min.IDay I Number of Zones: Med Water Trees 1 0.80 1 3.00 0.90 2.5 3.2 3.4 4.4 3.9 4.6 4.8 4.6 4.5 1 4.1 3.0 1 2.6 Min./Day/Zone Bubblers I Number of Zones: 0 0.0 0.0 0.0 0.0 0.0 1 0.0 0.0 0.0 0.0 1 0.0 1 0.0 1 0.0 ITotal Min./Day MedWaterShrubsj Total Number of Zones: 16 89 1 115 120 1 157 1141 162 172 164 160 1 147 1 107 1 93 ITotal Min./Day Total Controller Run Time in Hours: 1,49 1 1.91 1 2.00 1 2.61 1 2.34 2.71 2.86 2.74 1 2.66 1 2.44 1 1.79 1 1.55 ITotal Hrs./Day JAN I FEB I MAR I APR I MAY JUN JUL AUG I SEP I OCT ; NOV I DEC WATER PRESSURE LOSS CALCULATIONS IRRIGATION CONTROLLER RUN TIMES DURING LANDSCAPE ESTABLISHMENT PERIOD WATER METER NUMBER 1 IWATER METER SIZE (Inches) 1.50 HYDRAULIC GRADE LINE (FT) IWATER METER ELEVATION (FT) 1009 ELEVATION DIFFERENCE (FT) ISTATIC PRESSURE (PSI) 204.0 REMOTE CONTROL VALVE # A9 I REMOTE CONTROL VALVE SIZE (In.) 1.00 R.C.V. DEMAND (GPM) 12 ITOTAL DEMAND (GPM) 12 HIGHEST HEAD SERVED (FT) 1020 STATIC PRESSURE AT HIGHEST HEAD PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT sweeney + associates BY SWEENEY & ASSOCIATES, INC. UNAUTHORIZED USE BY ANY OTHER PERSON, COMPANY OR PROJECT IS FORBIDDEN WITHOUT WRITTEN PERMISSION. SIZE (Inches) DESCRIPTION FLOW # LOSS POC or Controller 1.50 SERVICE LINE (50 FT OF TYPE K COPPER) 12 1 0.36 PSI 1.50 WATER METER (DISC TYPE) 12 2 0.40 PSI 2.00 BASKETSTRAINER 12 4 1.50 PSI 2.00 PRESSURE REGULATOR (WILKINS 500XL-HLR) 12 5 3.50 PSI 2.00 MASTER CONTROL VALVE 12 7 0.80 PSI 1.50 FLOW SENSOR 12 8 1.00 PSI 2.50 ISOLA7ION VALVES (GATE TYPE) 12 9 1.50 PSI 2.50 1520 FEET OF MAINLINE: CL. 315 PVC 12 10 0.76 PSI 2.50 10 - 90 DEGREE ELBOWS 12 13 0.07 PSI 1.00 REMOTE CONTROL VALVE ASSEMBLY 12 14 2.41 PSI 10% LATERAL LINE LOSSES 12 15 4.00 PSI 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) N/A 16 0.15 PSI 11.00 JELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) N/A 17 4.76 IPSI TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #17) 18 21.2 PSI PRESSURE REQUIRED AT HEAD (OPERATING PRESSURE) 19 40.0 PSI TOTAL PRESSURE REQUIRED (SUM OF #18 AND #19) 20 61.2 PSI STATIC WATER PRESSURE (FROM ABOVE) 21 204.0 PSI RESIDUAL PRESSURE (SUBTRACT#20 FROM #21) 22 142.8 PSI SET PRV OR MCV AT (#20 PLUS 10 PSI) 23 71.2 PSI PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) 24 N/A JP I TWO WORKING DAYS BEFORE YOU DIG TOLL FREE 00-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. WATER PRESSURE LOSS CALCULATIONS IRRIGATION CONTROLLER RUN TIMES DURING LANDSCAPE ESTABLISHMENT PERIOD WATER METER NUMBER 1 2 IWATER METER SIZE (Inches) ZOO HYDRAULIC GRADE LINE (FT) WATER METER ELEVATION (FT) 1009 ELEVATION DIFFERENCE (FT) STATIC PRESSURE (PSI) 204.0 REMOTE CONTROL VALVE # B26 REMOTE CONTROL VALVE SIZE (In.) 1.50 R.C.V. DEMAND (GPM) 20 ITOTAL DEMAND (GPM) 20 HIGHEST HEAD SERVED (FT) 1021 STATIC PRESSURE AT HIGHEST HEAD PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT sweeney + associates BY SWEENEY & ASSOCIATES, INC. UNAUTHORIZED USE BY ANY OTHER PERSON, COMPANY OR PROJECT IS FORBIDDEN WITHOUT WRITTEN PERMISSION. SIZE (Inches) DESCRIPTION FLOW # LOSS POC or Controller 2.00 SERVICE LINE (50 FT OF TYPE K COPPER) 20 1 0.24 JAN FEB MAR APR MAY±6.60 JUN JUL AUG SEP OCT NOV DEC Total / Avg. 1.50 FLOW SENSOR 20 8 D ETo / Month (Inches): 2.50 2.90 4.20 5.30 5.90 5.90 7.20 6.90 5.40 4.10 2.90 2.60 56,50 56.50 B ETo / Day (Inches): 0.08 0.10 0.14 0.18 0.19 5 0.23 0.22 0.18 0.13 DAD 0.08 DAIS 4 1 4 Irrigation Days/ Week: 4 4 5 5 6 6 6 6 5 4 4 4 Plant / Irrig. Type AKc Pr Rate IE JAN FEB MAR APR MAY JUN JUL AUG SEP I OCT Plant / Irrig. Type I AKc Pr Rate IE JAN FEB MAR APR MAY JUN I JUL AUG SEP OCT NOV I DEC Low Water Shrubs 0.50 DAB 0.90 9.6 12.3 12.9 16.8 15.1 17.5 18.4 1T7 17.1 1 15.7 Low Water ShrubsF 0.50 0.49 0.90 9.6 12.3 12.9 16.8 15.1 17.5 1 18.4 17.7 17.1 15.7 11.5 1 10.0 Min./Day/Zone Point Source Drip I Number of Zones: 3 28.8 37.0 38.7 50.5 46.3 52,4 1 55.3 53.0 51.4 47.2 1 34.5 1 30.0 ITotal Min./Day Med Water Shrubs 0.80 0.49 0.90 15.4 19.7 20.6 26.9 24.2 27.9 29.5 28.3 27.4 25.2 MedWaterShrubsj 0.$0 1 0.49 0.90 15.4 19.7 20.6 26.9 24.2 27.9 1 29.5 28.3 27.4 25.2 1 18.4 1 16.0 Min./Day/Zone Point Source Drip I Number of Zones: 4 61A 78.9 82.6 107.7 96.7 111.7 118.0 113.1 109.7 100.8 1 73.7 1 63.9 ITotal Min./Day Med Water Shrubs 0.80 1.00 0.63 1 10.8 1 13.9 1 14.6 119.0 17.1 19.7 20.8 19.9 19.4 17.8 Med Water Shrubs 0.80 1.00 0.63 10.8 13.9 14.6 19.0 17.1 19.7 20.8 19.9 1 19.4 1 17.8 1 -13 0 11.3 Min./Day/Zone Spray I Number of Zones: 3 32.5 41.8 43.7 57.0 51.2 59.1 62.4 59.8 58.1 53.3 1 39.0 1 33.8 ITotal Min./Day Med Water Shrubs 0.80 1 0.60 0.90 1 12.5 1 16.1 1 16.9 22.0 19.7 22.8 24.1 23.1 22.4 20.6 Med Water Shrubs 0.80 1 0.60 0.90 12.5 16.1 16.9 22.0 19.7 22.8 24.1 23.1 22.4 20.6 1 15.0 1 13.0 Min./Day/Zone Inline Drip Tubing I Number of Zones: 3 37.6 48.3 50.6 66.0 69.2 68.4 1 72.3 69.2 67.2 61.7 1 45.1 1 39.1 ITotal Min./Day Low Water Shnabs 0.50 0.45 0.80 1 11.8 1 15.1 15.8 20.6 18.5 21.4 22.6 21.6 21.0 19.3 Low Water Shrubs 0.50 1 0.45 0.80 11.8 15.1 15.8 20.6 18.5 21.4 22.6 21.6 21.0 19.3 1 14.1 1 12.2 Min./Day/Zone MP Rotators I Number of Zones: 4 47.0 60.4 63.2 82.4 74.0 85.6 90.3 86.6 84.0 77.2 1 56.4 1 48.9 ITotal Min./Day Low Water Trees 0.501 3.00 0.90 1.6 1 2.0 2.1 2.7 1 2.5 2.9 3.0 1 2.9 2.8 2.6 Low Water Trees 1 0.50 1 3.00 0.90 1.6 2.0 2.1 2.7 2.5 2.9 3.0 2.9 2.8 2.6 1.9 1 1.6 Min./Day/Zone Bubblers I Number of Zones: 1 1.6 2.0 2.1 2.7 2.5 2.9 3.0 2.9 2.8 2.6 1 1.9 1 1.6 ITotalMin./Day Med Water Trees 1 D.80 1 3.06 0.90 2.5 3.2 3.4 4.43.9 4.6 4.8 4.6 4.5 4.1 Med Water Trees 0.80 3.00 0.90 2,5 3.2 3.4 4.4 3.9 4.6 4.8 4.6 4.5 4.1 1 3.0 1 2.6 Min./Day/Zone Bubblers I Number of Zones: 7 17.6 22.6 23.6 30.8 27.6 31.9 33.7 32.3 31.4 28.8 1 21.1 1 18.3 ITotal Min./Day Total Number of Zones 46 468 601 629 820 736 851 898 861 835 767 1 561 Total Number of Zones: 1 25 227 291 305 397 356 412 435 417 405 3721 272 236 1Total Min./Day Total Controller Run Time in Hours: 3.78 4.85 5.08 6.62 5.94 6.87 7.25 6.95 1 6.74 6.19 1 4.53 3.93 ITotal Hm/Day I DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT I NOV DEC WATER PRESSURE LOSS CALCULATIONS IRRIGATION CONTROLLER RUN TIMES DURING LANDSCAPE ESTABLISHMENT PERIOD WATER METER NUMBER 1 2 IWATER METER SIZE (Inches) ZOO HYDRAULIC GRADE LINE (FT) WATER METER ELEVATION (FT) 1009 ELEVATION DIFFERENCE (FT) STATIC PRESSURE (PSI) 204.0 REMOTE CONTROL VALVE # B26 REMOTE CONTROL VALVE SIZE (In.) 1.50 R.C.V. DEMAND (GPM) 20 ITOTAL DEMAND (GPM) 20 HIGHEST HEAD SERVED (FT) 1021 STATIC PRESSURE AT HIGHEST HEAD PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT sweeney + associates BY SWEENEY & ASSOCIATES, INC. UNAUTHORIZED USE BY ANY OTHER PERSON, COMPANY OR PROJECT IS FORBIDDEN WITHOUT WRITTEN PERMISSION. SIZE (Inches) DESCRIPTION FLOW # LOSS POC or Controller 2.00 SERVICE LINE (50 FT OF TYPE K COPPER) 20 1 0.24 JAN FEB MAR APR 7 MAY JUN JUL AUG SEP OCT NOV DEC Total 1 Avg. 1.50 FLOW SENSOR 20 8 D ETo t Month (Inches): 2.50 2.90 4.20 5.30 5.90 6.60 7.20 6.90 5.40 4.10 2.90 2.60 56.50 ETo 1 Day (inches): 0.08 0.10 0.14 0.18 0.19 0.22 0.23 0.22 0.18 0.13 0.10 0.08 0.15 0.48 PSI Irrigation Days/ Week: 4 4 5 5 16 6 1 6 6 5 1 4 4 1 4 204.0 PSI RESIDUAL PRESSURE (SUBTRACT#20 FROM #21) 22 140.7 PSI SET PRV OR MCV AT (#20 PLUS 10 PSI) 23 73.3 PSI PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) 24 N/A PSI Plant / Irrig. Type AKc Pr Rate IE JAN FEB MAR APR MAY JUN JUL AUG SEP I OCT NOV I DEC Low Water Shrubs 0.50 DAB 0.90 9.6 12.3 12.9 16.8 15.1 17.5 18.4 1T7 17.1 1 15.7 1 11.5 1 10.0 Min./Day/Zone Point Source Drip I Number of Zones: 7 671 86.3 90.3 117.8 105.7 122.2 129.0 123.7 120.0 1 110.2 1 80.6 1 69,9 lTotal Min./Day Med Water Shrubs 0.80 0.49 0.90 15.4 19.7 20.6 26.9 24.2 27.9 29.5 28.3 27.4 25.2 18.4 16.0 Min./Day/Zone Point Source Drip Number of Zones: 11 169.0 217.0 227.1 296.1 265.8 307.3 324.4 310.9 301.7 277.1 1 202.5 1 175.7 ITotal Min./Day Med Water Shrubs 0.80 1.00 0.63 1 10.8 1 13.9 1 14.6 119.0 17.1 19.7 20.8 19.9 19.4 17.8 1 13.0 1 11.3 Min./Day/Zone Spray I Number of Zones: 3 1 32.5 1 41.8 1 43.7 1 57.0 51.2 69.1 62.4 59.8 58.1 53.3 1 39.0 1 33.8 ITotal Min./Day Med Water Shrubs 0.80 1 0.60 0.90 1 12.5 1 16.1 1 16.9 22.0 19.7 22.8 24.1 23.1 22.4 20.6 1 15.0 1 13.0 Min./Day/Zone Inline Drip Tubing I Number of Zones: 3 1 37.6 1 48.3 50.6 66.0 59.2 68.4 72.3 69.2 67,2 61.7 1 45.1 1 39.1 ITotal Min./Day Low Water Shnabs 0.50 0.45 0.80 1 11.8 1 15.1 15.8 20.6 18.5 21.4 22.6 21.6 21.0 19.3 1 14.1 1 12.2 Min./Day/Zone MP Rotators I Number of Zones: 12 1 141.1 1 181.3 189.7 247.3 1 222.0 256.7 271.0 1 259.7 252A 231.5 169.2 1 146.8 Total Min./Day Low Water Trees 0.501 3.00 0.90 1.6 1 2.0 2.1 2.7 1 2.5 2.9 3.0 1 2.9 2.8 2.6 1.9 1 1.6 Min./Day/Zone Bubblers I Number of Zones: 5 7.8 1 10.1 10.5 13.7 1 12.3 14.3 16.1 14.4 14.0 12.9 9.4 1 8.2 ITotal Min./Day Med Water Trees 1 D.80 1 3.06 0.90 2.5 3.2 3.4 4.43.9 4.6 4.8 4.6 4.5 4.1 3.0 2.6 Min./Day/Zone Bubblers Number of Zones. 5 12.5 16.1 16.9 22.0 19.7 22.8 24.1 23.1 22.4 20.6 1 15.0 1 13.0 ITotal Min./Day. Total Number of Zones 46 468 601 629 820 736 851 898 861 835 767 1 561 1 487 Total Min./Day Total Controller Run Time in Hours 7.80 10.01 1 10.48 1 13.67 112.27 14.18 14.97 14.35 13.92 12.79 1 9.35 1 8.11 JTolal Hrs./Day JAN FEB I MAR I APR I MAY JUN JUL AUG SEP OCT I NOV I DEC WATER PRESSURE LOSS CALCULATIONS WATER METER NUMBER 1 2 IWATER METER SIZE (Inches) ZOO HYDRAULIC GRADE LINE (FT) WATER METER ELEVATION (FT) 1009 ELEVATION DIFFERENCE (FT) STATIC PRESSURE (PSI) 204.0 REMOTE CONTROL VALVE # B26 REMOTE CONTROL VALVE SIZE (In.) 1.50 R.C.V. DEMAND (GPM) 20 ITOTAL DEMAND (GPM) 20 HIGHEST HEAD SERVED (FT) 1021 STATIC PRESSURE AT HIGHEST HEAD PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT sweeney + associates BY SWEENEY & ASSOCIATES, INC. UNAUTHORIZED USE BY ANY OTHER PERSON, COMPANY OR PROJECT IS FORBIDDEN WITHOUT WRITTEN PERMISSION. SIZE (Inches) DESCRIPTION FLOW # LOSS 2.00 SERVICE LINE (50 FT OF TYPE K COPPER) 20 1 0.24 PSI 2.00 WATER METER (DISC TYPE) 20 2 0.70 PSI 2.00 BASKET STRAINER 20 4 2.00 PSI 2.00 PRESSURE REGULATOR (WILKINS 500)iL-HLR) 20 5 4.00 PSI 2.00 MASTER CONTROL VALVE 20 7 0.80 PSI 1.50 FLOW SENSOR 20 8 1.00 PSI 2.50 ISOLATION VALVES (GATE TYPE) 20 9 2.00 PSI 2.50 1700 FEET OF MAINLINE: CL. 315 PVC 20 10 2.38 PSI 2.50 10 - 90 DEGREE ELBOWS 20 13 0.20 PSI 1.50 REMOTE CONTROL VALVE ASSEMBLY 20 14 0.36 PSI 10% LATERAL LINE LOSSES 20 15 4.00 PSI 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) N/A 16 0.48 PSI 12.00 ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) N/A 17 5.20 PSI TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #17) 18 23.3 PSI PRESSURE REQUIRED AT HEAD (OPERATING PRESSURE) 19 40.0 PSI TOTAL PRESSURE REQUIRED (SUM OF #18 AND #19) 20 63.3 PSI STATIC WATER PRESSURE (FROM ABOVE) 21 204.0 PSI RESIDUAL PRESSURE (SUBTRACT#20 FROM #21) 22 140.7 PSI SET PRV OR MCV AT (#20 PLUS 10 PSI) 23 73.3 PSI PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) 24 N/A PSI NOTE: WORK SHALL NOT NED CIOMM NICE UNTILSANPLANS ��Scp O AR�yl� ENCROACHMENT PERMIT AND/OR A�� f GRADING PERMIT HAS BEEN (ISSUED. b� 51 URE The private landscape architect signing these plans rs responsible for assuring 51'12 the accuracy and acceptability of the design hereon. In the event of discrepacies sf DATE arising after county, approval or during construction, the private landscape architect MARK BY DATE APPR, DATE �Tf OF C A��S% shall be responsible for determining on acceptable solution and revising the plans for REVISIONS 000roval by the co ntv. ENGINEER COUNTY SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 9265" PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) N.T.S. NOTE: THESE SCHEDULES ARE PROVIDED TO INDICATE ESTIMATED RUN-TIMES FOR LANDSCAPE DURING SIX (6) MONTH ESTABLISHMENT PERIOD ONLY. NOTE: THESE SCHEDULES ARE INTENDED ONLY FOR COMPLIANCE WITH LOCAL MUNICIPAL CODES AND THE WATER EFFICIENT LANDSCAPE ORDINANCE. THESE CALCULATIONS REPRESENT THE MAXIMUM REASONABLE RUN TIMES AND ARE USED TO ENSURE THAT ALL IRRIGATION MAY BE COMPLETED DURING THE SPECIFIC WATERING WINDOW ALLOWED. THESE SCHEDULES DO NOT INCLUDE RAINFALL, SITE SOIL TYPES, SPECICIC EXPOSURES (SHADE VERSUS SUN), ACTUAL IRRIGATION DAYS, OR SPECIFIC SLOPE POSITION. IT IS SOLELY THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO PROGRAM THE CONTROLLER AS REQUIRED TO APPLY THE CORRECT AMOUNT OF IRRIGATION WATER FOR THE LANDSCAPE. ALL SMART CONTROLLERS SHALL BE PROGRAMMED USING THE SPECIFIED ET OR WEATHER SENSING EQUIPMENT, SATELLITE PROVIDED ET DATA, SOIL MOISTURE SENSORS, AND RAIN SHUT OFF DEVICES AS REQUIRED. CONTRACTOR SHALL PROVIDE A CONTROLLER SCHEDULE INSIDE THE CONTROLLER CABINET PRIOR TO FINAL TURNOVER OF THE PROJECT TO THE OWNER. sweeney + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, Suite 209 Orange, Ca 92888 e: Info@swe a neyaesoc.<um It: (714) 938-0456 0 w: www.sweeneyassoccom if: (714) 938-0458 I AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. MS 4279 LIP. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION CALCULATIONS FORESTAR TOSCANA, LLC W. 0. �I��■R7 SHEET NO. 48 60 OF SHTS M z CD in W I Q 0 a ! f z Q V) 0 < CD z z Q POC or Controller IRRIGATION CONTROLLER RUN TIMES WATER METER ELEVATION (FT) ETo / Month (Inches): 2.50 2.90 4.20 5.30 5.90 6.60 7.20 6.90 SAO 4.10 2.90 2.60 56.50 V) W M 1.50 Irrigation Days/ Week: 4 4 5 5 6 6 6 6 5 4 4 4 REMOTE CONTROL VALVE # C15 Plant/ Irrig. Type I AKc I Pr Rate I IE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 100 LowWaterShrubsi 0.20 1 0.49 1 0.90 1 3.8 z z 1 6.7 O 7.0 7.4 U Ld z 1 4.0 Min./Day/Zone O POC or Controller w (n H- JAN J I MAR APR M z JUN JUL U O V) OCT -1 O (D Iiiiiiii 1 U (Inches): n W 4.20 0- 5.90 6.60 < < J 6.90 5.40 z O 2.90 Q _W A W W 0.08 z z 0.18 w LLJ C.D 0.23 U z 0.13 z __j J 0.15 FY~ Irrigation Days / Week: 4 Q 5 5 Do - 6 6 W U 4 i] (n 0.80 4.7 6.06.3 8.2 Z U W 8.7 U - w 5.6 Cn > MP Rotators Number of Zones: O z o 0.0 0.0 U z NOV O 1- Q W 1 5.0 Of U Q 8.8 7.9 9.1 9.6 93 n Q 8.2 1 6.0 5.2 Total Min./Day n elf 0- 0.50 1 3.00 Q W ®r! w CD*4Q O CO- Q a ! f D z U7 q Q O z Q W � W POC or Controller IRRIGATION CONTROLLER RUN TIMES WATER METER ELEVATION (FT) ETo / Month (Inches): 2.50 2.90 4.20 5.30 5.90 6.60 7.20 6.90 SAO 4.10 2.90 2.60 56.50 V) O ETo / Day (Inches): 0.08 0.10 0.14 0.18 0.19 0.22 0.23 0.22 0.18 0.13 0.10 0.08 0.15 1.50 Irrigation Days/ Week: 4 4 5 5 6 6 6 6 5 4 4 4 REMOTE CONTROL VALVE # C15 Plant/ Irrig. Type I AKc I Pr Rate I IE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 100 LowWaterShrubsi 0.20 1 0.49 1 0.90 1 3.8 Z z 1 6.7 O o 7.0 7.4 U z 1 4.0 Min./Day/Zone Point Source Drip POC or Controller W _O < Q JAN M J MAR APR Q JUN JUL U z V) OCT -1 O (D Iiiiiiii 1 W (Inches): W z < w 2.90 4.20 5.30 5.90 6.60 7.20 6.90 5.40 4.10 2.90 Q _W A W W 0.08 W W z 0.18 U 0 C.D 0.23 z z 0.13 d z w 0.15 O Irrigation Days / Week: 4 4 5 5 O QCD. 6 6 6 5 4 0 V7 0.80 4.7 6.06.3 8.2 0 Y 8.7 U W' w 5.6 Cn > MP Rotators Number of Zones: o Q o 0.0 0.0 0.0 0.0 0.0 Fy Plant i Irrig. Type AKc Pr Rate IE U FEB Q w MAY w z AUG o U NOV > U z 1 5.0 6.4 Q 8.8 7.9 9.1 9.6 93 9.0 8.2 1 6.0 5.2 Total Min./Day LL Q 0- 0.50 1 3.00 CQL_ 1 1.6 2.0 2.1 DIAL BEFORE YOU DIG TOLL FREE IRRIGATION CONTROLLER RUN TIMES 3 IWATER METER SIZE (inches) 2.00 POC or Controller IRRIGATION CONTROLLER RUN TIMES WATER METER ELEVATION (FT) ETo / Month (Inches): 2.50 2.90 4.20 5.30 5.90 6.60 7.20 6.90 SAO 4.10 2.90 2.60 56.50 C ETo / Day (Inches): 0.08 0.10 0.14 0.18 0.19 0.22 0.23 0.22 0.18 0.13 0.10 0.08 0.15 1.50 Irrigation Days/ Week: 4 4 5 5 6 6 6 6 5 4 4 4 REMOTE CONTROL VALVE # C15 Plant/ Irrig. Type I AKc I Pr Rate I IE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 100 LowWaterShrubsi 0.20 1 0.49 1 0.90 1 3.8 1 4.9 1 5.2 1 6.7 6.0 7.0 7.4 7.1 6.9 6.3 4.6 1 4.0 Min./Day/Zone Point Source Drip POC or Controller 39.5 41.3 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total / Avg. 11.51 10.0 lMiiy/Zone ETo / Month (Inches): 2.50 2.90 4.20 5.30 5.90 6.60 7.20 6.90 5.40 4.10 2.90 2.60 56.50 A ETo / Day (inches): 0.08 0.10 0.14 0.18 0.19 0.22 0.23 0.22 0.18 0.13 0.10 0.08 0.15 14.0 12.9 Irrigation Days / Week: 4 4 5 5 6 6 6 6 5 4 4 4 0.80 4.7 6.06.3 8.2 7.4 8.6 9.0 8.7 8.4 7.7 5.6 4.9 Min./Day/Zone MP Rotators Number of Zones: 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 Plant i Irrig. Type AKc Pr Rate IE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC NOV 1 5.0 6.4 6.7 8.8 7.9 9.1 9.6 93 9.0 8.2 1 6.0 5.2 Total Min./Day Med Water Trees 0.50 1 3.00 0.90 1 1.6 2.0 2.1 2.7 2.5 Low Water Shrubs 0.20 1 0.49 0.90 1 3.8 4.9 5.2 6.7 6.0 7.0 7.4 7.1 6.9 6.3 4.6 4.0 Min./Day/Zone Point Source Drip Number of Zones: 5 1 19,2 24.7 25.8 33.7 30.2 34.9 1 36.9 35.3 34.3 31.5 23.0 20.0 Total Min,/Day 1 12.0 Total Min./Day Med Water Shrubs 0.50 1 0.49 0.90 1 9.6 12.3 12.9 16.8 15.1 ITS 1 18.4 17.7 17.1 15.7 1 11.5 1 10.0 Min./Day/Zone Point Source Drip I Number of Zones: 0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 1 0.0 ITotal Min./Day 1 39.9 ITotal Min./Day MedWaterShrubsj 0.50 1 1.00 1 0.63 1 6.8 1 8.7 1 9.1 1 11.9 1 10.7 12.3 13.0 12.5 12.1 11.1 1 8.1 1 7.0 Min./Day/Zone Spray Number of Zones: 1 0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 1 0.0 ITotal Min./Day 1 21.1 Total Min./Day Med Water Shrubs 10.50 1 0.60 0.90 7.8 10.1 10.5 1 13.7 1 12.3 14.3 15.1 14.4 14.0 12.9 1 9.4 1 8.2 Min./Day/Zone Inline Drip Tubing I Number of Zones: 1 0 0.0 0.0 0.0 1 0.0 1 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Min./Day 1 24.5 ITotal Min./Day LowWaterShrubsj 0.20 1 0.45 1 0.80 4.7 &0 1 6.3 1 8.2 7.4 8.6 9.0 8.7 8.4 7.7 1 5.6 1 4.9 Min./Day/Zone MP Rotators Number of Zones: 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 1 OA ITotal Min./Day 19.6 ITotal Min./Day Low Water Trees 0.20 1 3.00 1 0.90 0.6 0.8 1 0.8 1 1.1 1.0 1.1 1.2 1.2 1.1 1.0 1 0.8 1 0.7 Min./Day/Zone Bubblers Number of Zones: 1 4 2.5 3.2 3.4 4.4 3.9 4.6 4.8 4.6 4.5 4.1 1 3.0 1 2.6 ITotal MinJDay 0.7 Total Min./Day Med Water Trees 0.50 1 3.00 0.90 1.6 2.0 2.1 2.7 2.5 2.9 3.0 2.9 2.8 2.6 1 1.9 1 1.6 Min./Day/Zone Bubblers Number of Zones: 0 0.0 0.0 0.0 0.0 0.0 1 0.0 0.0 1 0.0 1 0.0 0.0 0.0 OA ITotal Min./Day 1 11.4 1 Total Min./Day Total Number of Zones: 9 22 28 29 38 34 1 39 42 1 40 1 39 1 36 1 26 1 23 ITotal Min./Day Total Controller Run Time in Hours: 0.36 1 0.46 0.49 0.63 0.57 0.66 1 0.69 0.67 0.65 1 0.59 1 0.43 1 0.38 ITotal Hrs./Day 1 2.15 ITotal Hrs./Day JAN I FEB MAR APR MAY JUN I JUL AUG SEP I OCT I NOV I DEC NOV IRRIGATION CONTROLLER RUN TIMES 3 IWATER METER SIZE (inches) 2.00 POC or Controller JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total /Avg. WATER METER ELEVATION (FT) ETo / Month (Inches): 2.50 2.90 4.20 5.30 5.90 6.60 7.20 6.90 SAO 4.10 2.90 2.60 56.50 C ETo / Day (Inches): 0.08 0.10 0.14 0.18 0.19 0.22 0.23 0.22 0.18 0.13 0.10 0.08 0.15 1.50 Irrigation Days/ Week: 4 4 5 5 6 6 6 6 5 4 4 4 REMOTE CONTROL VALVE # C15 Plant/ Irrig. Type I AKc I Pr Rate I IE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 100 LowWaterShrubsi 0.20 1 0.49 1 0.90 1 3.8 1 4.9 1 5.2 1 6.7 6.0 7.0 7.4 7.1 6.9 6.3 4.6 1 4.0 Min./Day/Zone Point Source Drip I Number of Zones: 1 8 1 30.7 39.5 41.3 53.8 48.3 55.9 59.0 56.5 54.9 50.4 1 36.8 1 32.0 ITotal Min./Day 1.50 Med Water Shrubs 0.50 1 0.49 1 0.90 1 9.6 1 12.3 12.9 1 16.8 1 15.1 1 17.5 1 18.4 17.7 17.1 15.7 11.51 10.0 lMiiy/Zone Point Source Drip Number of Zones: 0 0.0 0.0 0.0 0.0 1 0.0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Min./Day 8 Med Water Shrubs 0.50 1 1.00 1 0.63 6.8 8.7 9.1 11.9 1 10.7 1 12.3 13.0 12.5 12.1 11.1 8.1 1 7.0 Min./Day/Zone Spray I Number of Zones: 1 0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 ITotal Min./Day LATERAL LINE LOSSES 8 E MedWaterShrubsI 0.50 1 0.60 1 0.90 7.8 10.1 10.5 13.7 12.3 1 14.3 15.1 14.4 14.0 12.9 1 9.4 1 8.2 Min./Day/Zone Inline Drip Tubing I Number of Zones: 1 0 0.0 0.0 0.0 0.0 0.0 1 0.0 0.0 0.0 0.0 0.0 1 0.0 1 0.0 ITotal Min./Day PSI Low Water Shrubs 0.20 1 0.45 0.80 4.7 6.06.3 8.2 7.4 8.6 9.0 8.7 8.4 7.7 5.6 4.9 Min./Day/Zone MP Rotators Number of Zones: 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 1 0.0 ITotal Min./Day Plant / Irrig. Type Low Water Trees 0.20 1 3.00 0.90 0.6 0.8 0.8 1.1 1.0 1.1 1.2 1.2 1.1 1.0 1 0.8 1 0.7 Min./Day/Zone Bubblers Numt NOV 1 5.0 6.4 6.7 8.8 7.9 9.1 9.6 93 9.0 8.2 1 6.0 5.2 Total Min./Day Med Water Trees 0.50 1 3.00 0.90 1 1.6 2.0 2.1 2.7 2.5 2.9 3.0 2.9 2.8 2.6 1 1.9 1 1.6 Min./Day/Zone Bubblers Number of Zones: 1 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 1 0.0 ITotal Min./Day 20.2 Total Number of Zones: 1 16 36 46 48 63 56 65 69 1 66 1 64 1 59 1 43 1 37 ITotal Min./Day Total Controller Run Time in Hours: 0.60 0.77 0.80 1 1.04 0.94 1.08 1.14 1 1.10 1 1.06 1 0.98 1 0.71 1 0.62 Total Hrs./Day JAN FEB MAR I APR MAY JUN JUL I AUG I SEP I OCT I NOV IDEC WATER PRESSURE LOSS CALCULATIONS WATER METER NUMBER 3 IWATER METER SIZE (inches) 2.00 2. DO HYDRAULIC GRADE LINE (I WATER METER ELEVATION (FT) 1026 ELEVATION DIFFERENCE (FT) STATIC PRESSURE (PSI) 1.50 199. REMOTE CONTROL VALVE # C15 REMOTE CONTROL VALVE SIZE (In.) 100 R.C.V. DEMAND (GPM) 8 TOTAL DEMAND (GPM) PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT Sweeney + associates BY SWEENEY & ASSOCIATES, INC. UNAUTHORIZED USE BY ANY OTHER PERSON, COMPANY OR PROJECT IS FORBIDDEN WITHOUT WRITTEN PERMISSION. 8 HIGHEST HEAD SERVED (FT) 1152 STATIC PRESSURE AT HIGHEST HEAD 2.00 SERVICE LINE (50 FT OF TYPE K COPPER) 23 PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT Sweeney + associates BY SWEENEY & ASSOCIATES, INC. UNAUTHORIZED USE BY ANY OTHER PERSON. COMPANY OR PROJECT IS FORBIDDEN WITHOUT WRITTEN PERMISSION. SIZE (Inches) DESCRIPTION FLOW # LOSS POC or Controller 2.00 SERVICE LINE (50 FT OF TYPE K COPPER) 8 1 0.08 PSI 2.00 WATER METER (DISC TYPE) 8 2 0.70 PSI 2.00 BASKET STRAINER 8 4 1.50 PSI 2.00 PRESSURE REGULATOR (WILKINS 500L -1-11-R) 8 5 3.50 PSI 2.00 MASTER CONTROL VALVE 8 7 0.80 PSI 1.50 FLOW SENSOR 8 8 1.00 PSI 2.50 ISOLATION VALVES (GATE TYPE) 8 9 1.50 PSI 2.50 3350 FEET OF MAINLINE: CL. 315 PVC 8 10 1.01 PSI 10 - 90 DEGREE ELBOWS 8 13 0.04 PSI REMOTE CONTROL VALVE ASSEMBLY 8 14 2.41 PSI LATERAL LINE LOSSES 8 E 15 4.0 PSI FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) N/A 16 0.20 PSI ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) N/A 17 54.56 PSI TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #17) 18 71.3 PSI PRESSURE REQUIRED AT HEAD (OPERATING PRESSURE) 19 40.0 PSI TOTAL PRESSURE REQUIRED (SUM OF #18 AND #19) 20 111.3 PSI STATIC WATER PRESSURE (FROM ABOVE) 21 199.0 PSI RESIDUAL PRESSURE (SUBTRACT #20 FROM #21) 22 87.7 PSI SET PRV OR MCV AT#20 MINUS #145 (UPSTREAM OF PRV) 23 100.0 PSI PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) 24 N/A PSI j TWO WORKING DAYS BEFORE YOU DIG -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 I BY DATE shall be responsible for determining an acceptable solution and revising the plans for approval by the county, ENGINEER WATER PRESSURE LOSS CALCULATIONS WATER METER NUMBER 4 WATER METER SIZE (Inches) 2.00 HYDRAULIC GRADE LINE (FT) WATER METER ELEVATION (FT) IRRIGATION CONTROLLER RUN TIMES ELEVATION DIFFERENCE (FT) STATIC PRESSURE (PSI) 186.0 REMOTE CONTROL VALVE # D42 REMOTE CONTROL VALVE SIZE (in.) 1.50 R.C.V. DEMAND (GPM) 23 TOTAL DEMAND (GPM) 23 HIGHEST HEAD SERVED (FT) 1176 STATIC PRESSURE AT HIGHEST HEAD PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT Sweeney + associates BY SWEENEY & ASSOCIATES, INC. UNAUTHORIZED USE BY ANY OTHER PERSON, COMPANY OR PROJECT IS FORBIDDEN WITHOUT WRITTEN PERMISSION. SIZE (Inches) DESCRIPTION FLOW # LOSS 2.00 SERVICE LINE (50 FT OF TYPE K COPPER) 23 1 0.33 PSI 2.00 WATER METER (DISC TYPE) 23 POC or Controller 0.70 PSI JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total / Avg. 8 1.00 ETo / Month (Inches): 2.50 2.90 4.20 5.30 5.90 6.66 7.20 6.90 5.40 4.10 2.90 2.60 66.60 14 B ETo / Day (Inches): 0.08 0.10 0.14 CAB 0.19 0.22 0.23 0.22 0.18 0.13 0.10 0.08 OAS 74.0 Irrigation Days/ Week: Irrigation Days/ Week: 4 4 5 5 6 6 6 6 5 4 4 4 22 82.0 PSI SET PRV OR MCV AT #20 MINUS #145 (UPSTREAM OF PRV) 23 96.0 PSI PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) 1 24 N/A PSI Plant/ Irrig. Type Plant / Irrig. Type I AKc I Pr Rate I IE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV I DEC Low Water Shrubs LowWaterShrubal 0.20 1 0.49 1 0.90 1 3.8 4.9 5.2 6.7 6.0 7.0 7.4 7.1 6.9 6.3 4.6 1 4.0 Min,/Day/Zone Point Source Drip Number of Zones: 1 3 1 11.5 14.8 15.5 20.2 18.1 21.p 22.1 21.2 20.6 18.9 13.8 1 12.0 Total Min./Day Med Water Shrubs Med Water Shrubs 0.50 1 0.49 1 0.90 9.6 12.3 12.9 16.8 15.1 17.5 18.4 17.7 17.1 15.7 1 11.5 1 10.0 Min./Day/Zone Point Source Drip Number of Zones: 1 4 38.4 49.3 61.6 67.3 60.4 69.8 73.7 70.7 68.6 63.0 1 46.0 1 39.9 ITotal Min./Day Med Water Shrubs Med Water Shrubs 0.50 1 1.00 1 0.63 6.8 8.7 9.1 11,9 10.7 12.3 1 13.0 12.5 12.1 11.1 1 8.1 1 7.0 Min./Day/Zone Spray Number of Zones: 1 3 20.3 26.1 27.3 35.6 32.0 37.0 1 39.0 37.4 36.3 33.3 1 24.4 1 21.1 Total Min./Day MedWaterShrubsi MedWaterShrubsj 0.50 1 0.60 1 0.90 1 7.8 10.1 1 10.5 1 13.7 12.3 14.3 1 15.1 14.4 14.0 12.9 1 9.4 1 8.2 Min./Day/Zone Inline Drip Tubing I Number of Zones: 1 3 1 23.5 30.2 1 31.6 1 41.2 37.0 42.8 1 45.2 1 43.3 42.0 38.6 1 28.2 1 24.5 ITotal Min./Day Low Water Shrubs Low Water Shrubs 0.20 1 0.45 1 0.80 1 4.7 6.0 6.3 8.2 7.4 8.61 9.0 8.7 8.4 7.7 15.6 4.9 Min./Day/Zone MP Rotators I Number of Zones 4 1 18.8 24.2 25,3 33.0 29.6 34.2 1 36.1 34.6 33.6 30.9 1 22.6 19.6 ITotal Min./Day Low Water Trees Low Water Trees 0.20 1 3.00 1 0.90 1 0.6 0.8 0.8 1.1 1.0 1.1 1 1.2 1.2 1.1 1.0 1 0.8 0.7 Min./Day/Zone Bubblers Number of Zones: 1 1 1 0.6 0.8 0.8 1.1 1.0 1.1 1 1.2 1.2 1.1 1.0 0.8 0.7 Total Min./Day Med Water Trees Med Water Trees 0.50 1 3.00 1 0.90 1 1.6 2.0 2.1 2.7 2.5 2.9 1 3.0 2.9 2.8 2.6 1.9 1 1.6 Min./Day/Zone Bubblers Number of Zones 7 1 11.0 14.1 14.8 19.2 17.3 20.0 21.1 20.2 19,6 18.0 13.2 1 11.4 1 Total Min./Day Total Total Number of Zones: 1 25 1 124 159 167 218 195 226 238 229 222 204 149 1 129 Total MinJDay Total Controller Run Time in Hours 2.07 2.66 2.78 1 3.63 3.26 3.76 3.97 3.81 3.70 3.39 2.48 1 2.15 ITotal Hrs./Day JAN JAN FEB MAR I APR MAY JUN JUL AUG SEP OCT NOV I DEC WATER PRESSURE LOSS CALCULATIONS WATER METER NUMBER 4 WATER METER SIZE (Inches) 2.00 HYDRAULIC GRADE LINE (FT) WATER METER ELEVATION (FT) IRRIGATION CONTROLLER RUN TIMES ELEVATION DIFFERENCE (FT) STATIC PRESSURE (PSI) 186.0 REMOTE CONTROL VALVE # D42 REMOTE CONTROL VALVE SIZE (in.) 1.50 R.C.V. DEMAND (GPM) 23 TOTAL DEMAND (GPM) 23 HIGHEST HEAD SERVED (FT) 1176 STATIC PRESSURE AT HIGHEST HEAD PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT Sweeney + associates BY SWEENEY & ASSOCIATES, INC. UNAUTHORIZED USE BY ANY OTHER PERSON, COMPANY OR PROJECT IS FORBIDDEN WITHOUT WRITTEN PERMISSION. SIZE (Inches) DESCRIPTION FLOW # LOSS 2.00 SERVICE LINE (50 FT OF TYPE K COPPER) 23 1 0.33 PSI 2.00 WATER METER (DISC TYPE) 23 POC or Controller 0.70 PSI JAN FEB MAR I APR MAY JUN JUL AUG SEP OCT NOV DEC Total / Avg. 8 1.00 ETo I Month (inches): 2.50 2.90 4.20 5.30 5.90 6.60 7.20 6.90 5.40 4.10 2.90 2.60 56.60 14 ® ETo / Day (Inches): 0.08 0.10 0.14 0.18 0.19 0.22 0.23 0.22 0.18 0.13 0.10 0.08 0.15 18 74.0 Irrigation Days/ Week: 4 4 5 5 6 6 6 6 5 4 4 4 RESIDUAL PRESSURE (SUBTRACT#20 FROM #21) 22 82.0 PSI SET PRV OR MCV AT #20 MINUS #145 (UPSTREAM OF PRV) 23 96.0 PSI PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) 1 24 N/A PSI Plant/ Irrig. Type I AKc Pr Rate IE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Low Water Shrubs 0.20 0.49 0.90 3.8 4.9 5.2 6.7 6.0 7.0 7.4 7.1 6.9 6.3 1 4.6 1 4.0 Min./Day/Zone Point Source Drip I Number of Zones: 7 26.9 34.5 36.1 47.1 42.3 48.9 1 51.6 49,5 48.0 44.1 1 32.2 1 28.0 ITotal Min./Day Med Water Shrubs 0.50 1 0.49 0.90 1 9.6 1 12.3 12.9 16.8 15.1 17.5 18.4 17.7 17.1 15.7 11.5 1 10.0 Min./Day/Zone Point Source Drip I Number of Zones: 11 1 105.6 135.6 141.9 185.1 1 166.2 1 192.1 1 202.8 194.3 188.6 173.2 126.6 109.8 Total Min./Day Med Water Shrubs 0.50 1 1.00 0.63 6.8 8.7 9.1 11.9 1 10.7 12.3 13.0 12.5 12.1 11.1 1 8.1 1 7.0 Min./Day/Zone Spray I Num be r of Zones: 3 1 20.3 26.1 27.3 35.B 32.0 37.0 39.0 37.4 36.3 33.3 1 24.4 1 21.1 ITotal Min./Day MedWaterShrubsi 0.50 1 0.60 1 0.90 1 7.8 10.1 10.5 13.7 12.3 14.3 15.1 14.4 14.0 12.9 1 9.4 1 8.2 Min./Day/Zone Inline Drip Tubing I Number of Zones: 1 3 1 23.6 30.2 31.6 41.2 37.0 42.8 45.2 43.3 42.0 38.6 1 28.2 1 24.5 ITotal Min./Day Low Water Shrubs 0.20 1 0.45 1 0.80 4.7 6.0 6.3 8.2 7.4 8.6 9.0 1 8.7 8.4 7.7 5.6 4.9 Min./Day/Zone MP Rotators I Number of Zones: 1 12 56.5 72.5 75.9 98.9 88.8 1 102.7 1 108.4 1 103.9 1 100.8 1 92.6 67.7 58.7 Total Min.lDay Low Water Trees 1 0.20 1 3.00 1 0.90 0.6 0.8 0.8 1.1 1.0 Ti 1.2 1.2 1 1.1 1 1.0 1 0.8 1 0.7 Min./Day/Zone Bubblers Number of Zones: 5 3.1 4.0 4.2 5.5 4.9 5.7 6.0 5.8 1 5.6 1 5.1 1 3.8 1 3.3 ITotal Min./Day Med Water Trees 0.50 1 3.00 0,90 1.6 2.0 2.1 2.7 2.5 2.9 3.0 2.9 Z8 1 2.6 1 1.9 1 1.6 Min./Day/Zone Bubblers Number of Zones: 5 7.8 10.1 10.5 13.7 12.3 14.3 15.1 14.4 14.0 1 12.9 1 9.4 1 8.2 ITotal Min./Day Total Number of Zones: 46 244 313 328 427 384 443 468 449 435 1400 292 254 Total Min./Day Total Controller Run Time in Hours: 4.06 5.22 1 5.46 7.12 6.39 1 7.39 7.80 7.48 7.25 1 6.66 1 4.87 1 4.23 ITotal Hrs./Day JAN FEB I MAR APR MAY I JUN JUL AUG SEP I OCT I NOV I DEC WATER PRESSURE LOSS CALCULATIONS WATER METER NUMBER 4 WATER METER SIZE (Inches) 2.00 HYDRAULIC GRADE LINE (FT) WATER METER ELEVATION (FT) 1057 ELEVATION DIFFERENCE (FT) STATIC PRESSURE (PSI) 186.0 REMOTE CONTROL VALVE # D42 REMOTE CONTROL VALVE SIZE (in.) 1.50 R.C.V. DEMAND (GPM) 23 TOTAL DEMAND (GPM) 23 HIGHEST HEAD SERVED (FT) 1176 STATIC PRESSURE AT HIGHEST HEAD PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT Sweeney + associates BY SWEENEY & ASSOCIATES, INC. UNAUTHORIZED USE BY ANY OTHER PERSON, COMPANY OR PROJECT IS FORBIDDEN WITHOUT WRITTEN PERMISSION. SIZE (Inches) DESCRIPTION FLOW # LOSS 2.00 SERVICE LINE (50 FT OF TYPE K COPPER) 23 1 0.33 PSI 2.00 WATER METER (DISC TYPE) 23 2 0.70 PSI 2.00 BASKETSTRAINER 23 4 3.00 PSI 2.00 PRESSURE REGULATOR (WILKINS 500XL-HLR) 23 5 4.00 PSI 2.00 MASTER CONTROL VALVE 23 7 0.80 PSI 1.50 FLOW SENSOR 23 8 1.00 PSI 2.50 ISOLATION VALVES (GATE TYPE) 23 9 2.00 PSI n 2.50 2840 FEET OF MAINLINE: CL 315 PVC 23 10 5.40 PSI 2.50 10 - 90 DEGREE ELBOWS 23 13 0.27 PSI 1.50 REMOTE CONTROL VALVE ASSEMBLY 23 14 0.45 PSI 10% LATERAL LINE LOSSES 23 15 3.00 PSI 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) N/A 16 1.08 PSI 120.00 ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) N/A 17 51.96 PSI TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #17) 18 74.0 PSI PRESSURE REQUIRED AT HEAD (OPERATING PRESSURE) 19 30.0 PSI TOTAL PRESSURE REQUIRED (SUM OF #18 AND #19) 20 104.0 PSI STATIC WATER PRESSURE (FROM ABOVE) 21 186.0 PSI RESIDUAL PRESSURE (SUBTRACT#20 FROM #21) 22 82.0 PSI SET PRV OR MCV AT #20 MINUS #145 (UPSTREAM OF PRV) 23 96.0 PSI PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) 1 24 N/A PSI REA90NS s �P \F DATE O j Of C h��F SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) N.T.S. NOTE: THESE SCHEDULES ARE PROVIDED TO INDICATE ESTIMATED RUN-TIMES FOR MATURE LANDSCAPE BEYOND INITIAL ESTABLISHMENT PERIOD. NOTE: THESE SCHEDULES ARE INTENDED ONLY FOR COMPLIANCE WITH LOCAL MUNICIPAL CODES AND THE WATER EFFICIENT LANDSCAPE ORDINANCE. THESE CALCULATIONS REPRESENT THE MAXIMUM REASONABLE RUN TIMES AND ARE USED TO ENSURE THAT ALL IRRIGATION MAY BE COMPLETED DURING THE SPECIFIC WATERING WINDOW ALLOWED. THESE SCHEDULES DO NOT INCLUDE RAINFALL, SITE SOIL TYPES, SPECICIC EXPOSURES (SHADE VERSUS SUN), ACTUAL IRRIGATION DAYS, OR SPECIFIC SLOPE POSITION. IT IS SOLELY THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO PROGRAM THE CONTROLLER AS REQUIRED TO APPLY THE CORRECT AMOUNT OF IRRIGATION WATER FOR THE LANDSCAPE. ALL SMART CONTROLLERS SHALL BE PROGRAMMED USING THE SPECIFIED ET OR WEATHER SENSING EQUIPMENT, SATELLITE PROVIDED ET DATA, SOIL MOISTURE SENSORS, AND RAIN SHUT OFF DEVICES AS REQUIRED. CONTRACTOR SHALL PROVIDE A CONTROLLER SCHEDULE INSIDE THE CONTROLLER CABINET PRIOR TO FINAL TURNOVER OF THE PROJECT TO THE OWNER. sweeney + associates IRRIGATION DESIGN AND CONSULTING'. 321 Rampart Street, Suite 204 Orange, Ca 92868 e:40 in`o@sweeneyassoc.com t: 1714; 938-0456 w: www.sweeneyassoc.com E 1714) 938-9456 I AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. MS 4279 1. P. NO 740004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION CALCULATIONS FOR: I W. 0. FORESTAR TOSCANA, LLC FILE NO. SHEET NO. L415 40 60 _ OF SH TS a- n n W Z 0 LJ Plant Type Water Use 0 Shrubs/Groundcover Low Z (.D Low Q Plant Type EAWU = 24,988 cu It / yr Hydrozone Irrigation Efficiency = 0.90 Point Source Drip cn Plant Type Water Use LLJ Shrubs /Groundcover Moderate ry Hydrozone Irrigation Efficiency = 0.90 Point Source Drip Water Use 0 Shrubs /Groundcover Moderate Plant Type Water Use Z Bioswale Moderate INPUT square footage of hydrozone =0 Q EAWU =33,727 cu ft / yr ry V) Plant Type Water Use W Shrubs /Groundcomr Moderate INPUT square footage of hydrozone =0 Moderate � PERCENTAGE OF WATER SAVED RELATIVE TO MAX ALLOWED = 11% z Hydrozone Irrigation Efficiency = 0.60 Spray Z Plant Type Water Use O Hydroseed Moderate Z U W- EAWU cu it / yr Shrubs /Groundcover W (n I a C n1a n1a I m Q I z Hydrozone Irrigation Efficiency = 1 n1a U O SubTotal EAWU = 24,988 cu ft / yr Input Irrigation System Operation Factor 0.85 CD tsJ 0- CL >_ 1y I Q J * Trees are not required to be listed as a separate hydrozone if understory is planted with plants of an equal or higher plant factor, and foot area is already included in calculations. Z O W w Q U Z � J J Q 7�; Q ry O n W � 0 CY Z 0 LLJZ z O O Q U w � U 0 W � W Z > O U F- J O Q Q V) it Ln 00 O t LJ Z CD w i- Q D ry LJ M Z Z O_ F_ Q to G Lil Ty w LLJ Z Z w H- z w O y U Li T, U Z Q J Gl. z Cn 0 ry Q W 0 1- Z Q to O I - Z :D O O ch� U LJ i J M Q z U O J n l__ 0- z Q LJ ry z � t ~ < n W W U 0 z Q Z =>O a� F- 0 Q Li I- 00 U a- cn O z Q to ry Q I-- o � W W > U O CL Q n o� �< n DIAL BEFORE YOU DIG TOLL FREE Riverside County Ordinance 859 Landscape Water Use Calculations Project Type Recycled Temescal Canyon Road Street Improvement Plans (POC #1) 0.70 ETo allowance Applicant to use drop down menus in cells that indicate a selection to describe each hydrozone. Where "INPUT' is shown, applicant to enter project specific information. Please note that embedded formulas will reflect as 'false' or as an error until selections are completed. 1 Maximum Annual Water Allowance (MAWA) INPUT the total square footage of landscape = 24,011 S. F. INPUT the Hist. ETo for the area =r 56.50 MAWA = 78,713 cu It / yr 2 Estimated Annual Water Use (EAWU) MAWA - EAWU =1 49,315 1 cuft / yr (this number must be positive) PERCENTAGE OF WATER SAVED RELATIVE TO MAX ALLOWED = 63% * Trees are not required to be listed as a separate hydrozone if understory is planted with plants of an equal or higher plant factor, and foot area is already included in calculations. Riverside County Ordinance 859 Landscape Water Use Calculations Project Type Recycled Temescal Canyon Road Street Improvement Plans (POC #2) 0.70 ETo allowance Applicant to use drop down menus in cells that indicate a selection to describe each hydrozone. Where "INPUT' is shown, applicant to enter project specific information. Please note that embedded formulas will reflect as 'false' or as an error until selections are completed. 1 Maximum Annual Water Allowance (MAWA) INPUT the total square footage of landscape = 38,184 S.F. INPUT the Hist. ETo for the area =F 56.50 MAWA = 125,175 cu ft / yr 2 Estimated Annual Water Use (EAWU) Plant Type Water Use Hydrozone # 1 Plant Factor= 0.2 Shrubs/Groundcover Low INPUT Square Foot Area of Hydrozone = 24,011 Low Hydrozone Irrigation Efficiency = 0.90 Point Source Drip Plant Type EAWU = 24,988 cu It / yr Hydrozone Irrigation Efficiency = 0.90 Point Source Drip INPUT square footage of hydrozone =F-3-7.6-557 Plant Type Water Use Hydrozone # 2 Plant Factor= 0.5 Shrubs /Groundcover Moderate INPUT square footage of hydrozone =0 Hydrozone Irrigation Efficiency = 0.90 Point Source Drip Water Use EAWU = ©cu It f yr Shrubs /Groundcover Moderate Plant Type Water Use Hydrozone # 3 Plant Factor= 0.5 Bioswale Moderate INPUT square footage of hydrozone =0 Hydrozone Irrigation Efficiency = 0.60 Spray EAWU =33,727 cu ft / yr EAWU = Ocu ft / yr Total EAWU = 318,033 Plant Type Water Use Hydrozone # 4 Plant Factor = 0.5 Shrubs /Groundcomr Moderate INPUT square footage of hydrozone =0 Moderate Hydrozone Irrigation Efficiency = 0.85 In-line Drip -Densely Planted PERCENTAGE OF WATER SAVED RELATIVE TO MAX ALLOWED = 11% EAWU = 0cu ft / yr Hydrozone Irrigation Efficiency = 0.60 Spray of an equal or higher plant factor, and foot area is already included in calculations. Plant Type Water Use Hydrozone # 5 Plant Factor= 0.5 Hydroseed Moderate INPUT square footage of hydrozone =0 Hydrozone Irrigation Efficiency = 0.75 Rotator/Precision Spray Nozzle Water Use EAWU cu it / yr Shrubs /Groundcover Moderate Plant Type Water Use Hydrozone # 6 Plant Factor= 0 n1a n1a INPUT square footage of hydrozone =0 Hydrozone Irrigation Efficiency = 1 n1a EAWU = ©cu It / yr SubTotal EAWU = 24,988 cu ft / yr Input Irrigation System Operation Factor 0.85 Total EAWU = 29,398 MAWA - EAWU =1 49,315 1 cuft / yr (this number must be positive) PERCENTAGE OF WATER SAVED RELATIVE TO MAX ALLOWED = 63% * Trees are not required to be listed as a separate hydrozone if understory is planted with plants of an equal or higher plant factor, and foot area is already included in calculations. Riverside County Ordinance 859 Landscape Water Use Calculations Project Type Recycled Temescal Canyon Road Street Improvement Plans (POC #2) 0.70 ETo allowance Applicant to use drop down menus in cells that indicate a selection to describe each hydrozone. Where "INPUT' is shown, applicant to enter project specific information. Please note that embedded formulas will reflect as 'false' or as an error until selections are completed. 1 Maximum Annual Water Allowance (MAWA) INPUT the total square footage of landscape = 38,184 S.F. INPUT the Hist. ETo for the area =F 56.50 MAWA = 125,175 cu ft / yr 2 Estimated Annual Water Use (EAWU) INPUT square footage of hydrozone =F-5737-9-1 Hydrozone Irrigation Efficiency = 0.85 In-line Drip -Densely Planted EAWU = 14,818 cu It / yr Plant Type Hydrozone # 5 Plant Factor= 0.5 Hydroseed INPUT square footage of hydrozone = 11604 Hydrozone Irrigation Efficiency = 0.75 Rotator/ Precision Spray Nozzle EAWU =36,229 cu It / yr Plant Type Hydrozone # 6 Plant Factor= 0 n1a INPUT square footage of hydrozone =© Hydrozone Irrigation Efficiency = 1 n1a EAWU = Ocu It l yr SubTotal EAWU = 96,458 cu ft / yr Input Irrigation System Operation Factor 0.85 Total EAWU = 113,480 MAWA-EAWU=I 11,695 cu ft / yr (this number must be positive) PERCENTAGE OF WATER SAVED RELATIVE TO MAX ALLOWED = 9% * Trees are not required to be listed as a separate hydrozone if understory is planted with plants of an equal or higher plant factor, and foot area is already included in calculations. NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. N0T'_: WORK CONTAINED WITHIN THESE PLANS `""^'"rN SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR A TWO WORKING GRADING PERMIT HAS BEEN SSUED. /DAYS BEFORE YOU DIG The private landscape architect signing these plans is responsible for assuring -800-227-2600 the accuracy and acseptahility of the design he eon. I11 the event of discrepancies A PUBLIC SERVICE BY Irising after caiaty approval or during construction, the private landscape architect MARK BY JAI UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable sdutim and reusing the plans fer approval by the count EYGINEER RENSIONS APPR. DAZE COUNT( Water Use Moderate Water Use n1a Riverside County Ordinance 859 Landscape Water Use Calculations Project Type Recycled Temescal Canyon Road Street improvement Plans (POC #3) 0.70 ETo allowance Applicant to use drop down menus in cells that indicate a selection to describe each hydrozone. Where "INPUT' is shown, applicant to enter project specific information. Please note that embedded formulas will reflect as 'false' or as an error until selections are completed. 1 Maximum Annual Water Allowance (MAWA) INPUT the total square footage of landscape = 47,388 S. F. INPUT the Hist. ETo for the area =1 56.50 MAWA = 155,348 cu It / yr 2 Estimated Annual Water Use (EAWU) Plant Type Water Use Hydrozone #1 Plant Factor= 0.2 Shrubs /Groundcover Low INPUT Square Foot Area of Hydrozone =F-7,7157-1 Plant Type EAWU = 49,317 cu ft / yr Hydrozone Irrigation Efficiency = 0.90 Point Source Drip INPUT square footage of hydrozone =F-3-7.6-557 Plant Type Water Use EAWU = 7742 cu It / yr Shrubs /Groundcover Moderate INPUT square footage of hydrozone =0 Plant Type Water Use Hydrozone # 2 Plant Factor= 0.5 Shrubs /Groundcover Moderate INPUT square footage of hydrozone = 12,963 Hydrozone # 3 Plant Facto�r = 0.5 Sioswale Moderate Hydrozone Irrigation Efficiency = 0.90 Point Source Drip Hydrozone Irrigation Efficiency = 0.60 Spray EAWU =33,727 cu ft / yr EAWU cu It / yr Total EAWU = 318,033 Plant Type Water Use Hydrozone # 3 Plant Factor= 0.5 Bioswale Moderate INPUT square footage of hydrozone PERCENTAGE OF WATER SAVED RELATIVE TO MAX ALLOWED = 11% EAWU =Ocuft/yr Hydrozone Irrigation Efficiency = 0.60 Spray of an equal or higher plant factor, and foot area is already included in calculations. Plant Type Water Use EAWU = 4,242 cu ft / yr Hydroseed Moderate INPUT square footage of hydrozone =® Plant Type Water Use Hydrozone #4 Plant Factor= 0.5 Shrubs /Groundcover Moderate INPUT square footage of hydrozone =F-5737-9-1 Hydrozone Irrigation Efficiency = 0.85 In-line Drip -Densely Planted EAWU = 14,818 cu It / yr Plant Type Hydrozone # 5 Plant Factor= 0.5 Hydroseed INPUT square footage of hydrozone = 11604 Hydrozone Irrigation Efficiency = 0.75 Rotator/ Precision Spray Nozzle EAWU =36,229 cu It / yr Plant Type Hydrozone # 6 Plant Factor= 0 n1a INPUT square footage of hydrozone =© Hydrozone Irrigation Efficiency = 1 n1a EAWU = Ocu It l yr SubTotal EAWU = 96,458 cu ft / yr Input Irrigation System Operation Factor 0.85 Total EAWU = 113,480 MAWA-EAWU=I 11,695 cu ft / yr (this number must be positive) PERCENTAGE OF WATER SAVED RELATIVE TO MAX ALLOWED = 9% * Trees are not required to be listed as a separate hydrozone if understory is planted with plants of an equal or higher plant factor, and foot area is already included in calculations. NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. N0T'_: WORK CONTAINED WITHIN THESE PLANS `""^'"rN SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR A TWO WORKING GRADING PERMIT HAS BEEN SSUED. /DAYS BEFORE YOU DIG The private landscape architect signing these plans is responsible for assuring -800-227-2600 the accuracy and acseptahility of the design he eon. I11 the event of discrepancies A PUBLIC SERVICE BY Irising after caiaty approval or during construction, the private landscape architect MARK BY JAI UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable sdutim and reusing the plans fer approval by the count EYGINEER RENSIONS APPR. DAZE COUNT( Water Use Moderate Water Use n1a Riverside County Ordinance 859 Landscape Water Use Calculations Project Type Recycled Temescal Canyon Road Street improvement Plans (POC #3) 0.70 ETo allowance Applicant to use drop down menus in cells that indicate a selection to describe each hydrozone. Where "INPUT' is shown, applicant to enter project specific information. Please note that embedded formulas will reflect as 'false' or as an error until selections are completed. 1 Maximum Annual Water Allowance (MAWA) INPUT the total square footage of landscape = 47,388 S. F. INPUT the Hist. ETo for the area =1 56.50 MAWA = 155,348 cu It / yr 2 Estimated Annual Water Use (EAWU) SPP E AR CH\ e SrDATE �\ �f OF CNS/ SWA GROUP 570 CLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A Riverside County Ordinance 859 Landscape Water Use Calculations Project Type Recycled Temescal Canyon Road Street Improvement Plans (POC #4) 0.70 ETo allowance Applicant to use drop down menus in cells that indicate a selection to describe each hydrozone. Where "INPUT' is shown, applicant to enter project specific information. Please note that embedded formulas will reflect as 'false' or as an error until selections are completed. 1 Maximum Annual Water Allowance (MAWA) INPUT the total square footage of landscape = 108,766 S. F. INPUT the Hist. ETo for the area =1 56.50 MAWA = 366,658 cu ft / yr 2 Estimated Annual Water Use (EAWU) Plant Type Water Use Hydrozone # 1 Plant Factor= 0.2 Shrubs/Groundcover Low INPUT Square Foot Area of Hydrozone = 47,388 Low Hydrozone Irrigation Efficiency = 0.90 Point Source Drip Plant Type EAWU = 49,317 cu ft / yr Hydrozone Irrigation Efficiency = 0.90 Point Source Drip INPUT square footage of hydrozone =F-3-7.6-557 Plant Type Water Use Hydrozone # 2 Plant Factor= 0.5 Shrubs /Groundcover Moderate INPUT square footage of hydrozone =0 Hydrozone Irrigation Efficiency = 0.90 Point Source Drip Water Use EAWU = 0cu ft / yr Shrubs /Groundcover Moderate Plant Type Water Use Hydrozone # 3 Plant Facto�r = 0.5 Sioswale Moderate INPUT square footage of hydrozone =L -I Hydrozone Irrigation Efficiency = 0.60 Spray EAWU =F-1 7478-93cu ft / yr EAWU cu It / yr Total EAWU = 318,033 Plant Type Water Use Hydrozone # 4 Plant Factor= 0.5 Shrubs /Groundcover Moderate INPUT square footage of hydrozone =0 Moderate Hydrozone Irrigation Efficiency = 0.85 In-line Drip -Densely Planted PERCENTAGE OF WATER SAVED RELATIVE TO MAX ALLOWED = 11% EAWU =Ocuft/yr Hydrozone Irrigation Efficiency = 0.60 Spray of an equal or higher plant factor, and foot area is already included in calculations. Plant Type Water Use Hydrozone # 5 Plant Factor = 0.5 Hydroseed Moderate INPUT square footage of hydrozone =® Hydrozone Irrigation Efficiency = 0.75 Rotator /Precision Spray Nozzle Water Use EAWU cu It / yr Shrubs /Groundcover Moderate Plant Type Water Use',, Hydrozone # 6 Plant Factor= 0 n1a n1a INPUT square footage of hydrozone =�1 Hydrozone Irrigation Efficiency = 1 n/a EAWU cu It / yr SubTotal EAWU = 49,317 cu ft / yr Input Irrigation System Operation Factorl 0.85 Total EAWU = 58,020 MAWA-EAWU=I 97,328 Icu ft / yr (this number must be positive) PERCENTAGE OF WATER SAVED RELATIVE TO MAX ALLOWED = 63% * Trees are not required to be listed as a separate hydrozone if understory is planted with plants of an equal or higher plant factor, and foot area is already included in calculations. SPP E AR CH\ e SrDATE �\ �f OF CNS/ SWA GROUP 570 CLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: FTOS301.A Riverside County Ordinance 859 Landscape Water Use Calculations Project Type Recycled Temescal Canyon Road Street Improvement Plans (POC #4) 0.70 ETo allowance Applicant to use drop down menus in cells that indicate a selection to describe each hydrozone. Where "INPUT' is shown, applicant to enter project specific information. Please note that embedded formulas will reflect as 'false' or as an error until selections are completed. 1 Maximum Annual Water Allowance (MAWA) INPUT the total square footage of landscape = 108,766 S. F. INPUT the Hist. ETo for the area =1 56.50 MAWA = 366,658 cu ft / yr 2 Estimated Annual Water Use (EAWU) INPUT square footage of hydrozone =F__3_,83_17 Plant Type Water Use Hydrozone # 1 Plant Factor= 0.2 Shrubs /Groundcover Low INPUT Square Foot Area of Hydrozone = 21,982 Plant Type Hydrozone # 5 Plant Factor= 0.5 Hydrozone Irrigation Efficiency = 0.90 Point Source Drip INPUT square footage of hydrozone =F-3-7.6-557 EAWU = 227877 cu It / yr EAWU = F17,56-3 1cu it / yr Plant Type Water Use Hydrozone # 2 Plant Factor= 0.5 Shrubs /Groundcover Moderate INPUT square footage of hydrozone = 44,160 Hydrozone Irrigation Efficiency = 1 n1a Hydrozone Irrigation Efficiency = 0.90 Point Source Drip SubTotal EAWU = 270,328 EAWU =F-1 7478-93cu ft / yr Input Irrigation System Operation Factor 0.85 Total EAWU = 318,033 Plant Type Water Use Hydrozone # 3 Plant Factor= 0.5 Bioswa/e Moderate INPUT square footage of hydrozone =F__1_,13_87 PERCENTAGE OF WATER SAVED RELATIVE TO MAX ALLOWED = 11% Hydrozone Irrigation Efficiency = 0.60 Spray of an equal or higher plant factor, and foot area is already included in calculations. EAWU = 4,441 cu It / yr Plant Type Water Use Hydrozone # 4 Plant Factor= 0.5 Shrubs /Groundcover Moderate INPUT square footage of hydrozone =F__3_,83_17 Hydrozone Irrigation Efficiency = 0.85 In-line Drip -Densely Panted EAWU = 10,554 cu ft / yr Plant Type Hydrozone # 5 Plant Factor= 0.5 Hydroseed INPUT square footage of hydrozone =F-3-7.6-557 Hydrozone Irrigation Efficiency = 0.75 Rotator /Precision Spray Nozzle EAWU = F17,56-3 1cu it / yr Plant Type Hydrozone # 6 Plant Factor= 0 n1a INPUT square footage of hydrozone =0 Hydrozone Irrigation Efficiency = 1 n1a EAWU cu It / yr SubTotal EAWU = 270,328 cu ft/ yr Input Irrigation System Operation Factor 0.85 Total EAWU = 318,033 MAWA - EAWU =1 38,525 ICU ft / yr (this number must be positive) PERCENTAGE OF WATER SAVED RELATIVE TO MAX ALLOWED = 11% Trees are not required to be listed as a separate hydrozone if understory is planted with plants of an equal or higher plant factor, and foot area is already included in calculations. BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) N.T.S. We Use Moderate Water Use n1a sweeney + associates IRRIGATION DESIGN AND CONSULTING 321 Rampart Street, Sint. 209 C ran ge, Ca 92868 e: info@sweeneyass a<.com t: 17141 938-0456 w: w ww.sweeneyassac.cam f: 1714) 938-0456 1 AGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE No. 859.3 AND TO APPLY THE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. MS 4279 I.P. NO 740004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS IRRIGATION CALCULATIONS W. 0. COUNTY FORESTAR TOSCANA, LLC I I FILE NO. SHEET NO. L416 50 60 Of SHTS', r) a- a - n z L -W r—) LLJ POINT TO POINT z f ft z < SUBSURFACE DRIP 0 H; SUBSURFACE DRIP - M CRARY ROTOR LOW-WATER USE LLJ Z fr7 < Cn LLJ w /0,00 0 IW 1-- - O 0 LLJ y) F= __j I < M < C—) 0 V) _j 0 0- 'e �Vi < 77 0 -Lj 0 '5 < Z 1-- -j < ry __j � < I--- ry n 1-- 0 (-D Fj) z 0 0 z> 0 0 v) __j a- LLJ < � QLn LLj LLJ > C) z (D n ry < n DIAL BEFORE YOU DIG TOLL FREE ?� 4 'TWO WORKING I 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 PER (�SUED, the ovate landscape architect signing these plans is responsible V 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 responsildle for determining an acceptable solution and revising the plans for wrawl by the rnmfv ENGINEER REVISONS APPR. I DATE COUNTY �&7// N�-r" �D �ATE F OF CN0 lffllwl�b =0 SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494,7861 CERT NO,3286, EXP 12/2017 DATE: 0 10 40 80 F-1 OS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV,+1058.40 (NAVD88) SCALE: 111=401-011 160 WATER USE LEGEND -W P • POINT TO POINT f ft POINT TO POINT ti SUBSURFACE DRIP H; SUBSURFACE DRIP - M CRARY ROTOR LOW-WATER USE ?� 4 'TWO WORKING I 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 PER (�SUED, the ovate landscape architect signing these plans is responsible V 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 responsildle for determining an acceptable solution and revising the plans for wrawl by the rnmfv ENGINEER REVISONS APPR. I DATE COUNTY �&7// N�-r" �D �ATE F OF CN0 lffllwl�b =0 SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494,7861 CERT NO,3286, EXP 12/2017 DATE: 0 10 40 80 F-1 OS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV,+1058.40 (NAVD88) SCALE: 111=401-011 160 WATER USE LEGEND -W P • POINT TO POINT f ft POINT TO POINT NONE; SUBSURFACE DRIP H; SUBSURFACE DRIP - M CRARY ROTOR LOW-WATER USE Z fr7 w /0,00 ?� 4 'TWO WORKING I 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 PER (�SUED, the ovate landscape architect signing these plans is responsible V 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 responsildle for determining an acceptable solution and revising the plans for wrawl by the rnmfv ENGINEER REVISONS APPR. I DATE COUNTY �&7// N�-r" �D �ATE F OF CN0 lffllwl�b =0 SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494,7861 CERT NO,3286, EXP 12/2017 DATE: 0 10 40 80 F-1 OS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV,+1058.40 (NAVD88) SCALE: 111=401-011 160 WATER USE LEGEND IRRIGATION SYSTEM POINT TO POINT iReRsssR POINT TO POINT NONE; SUBSURFACE DRIP H; SUBSURFACE DRIP - M CRARY ROTOR LOW-WATER USE Z fr7 'e �Vi ?� 4 'TWO WORKING I 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 PER (�SUED, the ovate landscape architect signing these plans is responsible V 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 responsildle for determining an acceptable solution and revising the plans for wrawl by the rnmfv ENGINEER REVISONS APPR. I DATE COUNTY �&7// N�-r" �D �ATE F OF CN0 lffllwl�b =0 SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494,7861 CERT NO,3286, EXP 12/2017 DATE: 0 10 40 80 F-1 OS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV,+1058.40 (NAVD88) SCALE: 111=401-011 160 WATER USE LEGEND IRRIGATION SYSTEM POINT TO POINT iReRsssR POINT TO POINT NONE; SUBSURFACE DRIP SUBSURFACE DRIP - M CRARY ROTOR LOW-WATER USE fr7 ?� 4 'TWO WORKING I 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 PER (�SUED, the ovate landscape architect signing these plans is responsible V 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 responsildle for determining an acceptable solution and revising the plans for wrawl by the rnmfv ENGINEER REVISONS APPR. I DATE COUNTY �&7// N�-r" �D �ATE F OF CN0 lffllwl�b =0 SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494,7861 CERT NO,3286, EXP 12/2017 DATE: 0 10 40 80 F-1 OS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV,+1058.40 (NAVD88) SCALE: 111=401-011 160 WATER USE LEGEND IRRIGATION SYSTEM POINT TO POINT iReRsssR POINT TO POINT NONE; SUBSURFACE DRIP SUBSURFACE DRIP - M CRARY ROTOR LOW-WATER USE MS 4279 I.P. NO 740004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS HYDROZONE MAP FORESTAR TOSCANA, LLC W.O. I coui FILE NO. 51 60 — OF SH TS n a ^ n n W F- V I-- z W z 0 F orf W 00 6 0% O 0 C� L`'I z 0 F/) w Q ` � % 3 V o z d (n o < m r z � Q LL, [ � O z Q SUBSURFACE Dw • 0 SUBSURFACE DRIP V5 z V) O U Z Wry ♦— ry Q I— Q Q � J m Q J Q O z Ift V a n r L,L 444 IL z Of Q W cn W m Q Zi Q LJ Li W z z Z z U � 0 -; z — U LL 0 W (n ~ LL F- J Q O 0 m Q Z U � W > Cf) O zz O F m w m >- W < J _ o U n > U = 0 0 Z Q Q z m W W Q m U Q J Q QJ O uw (n Z O U LLJ > z 0 O z Q n W = U o � LLJ Lu > U Z Q O 1= � U Q m ry Q2 - z 0 F orf W 00 6 0% O 0 C� L`'I z 0 F/) w Q ` � % 3 V o z d (n o < m r z � Q [ O m �\ SUBSURFACE Dw • R SUBSURFACE DRIP Z z O U Z O W I— Q J m J Q O Cf) Ift V n r L,L 444 IL z Of Q W Q Zi Q LJ Li W W Z U � z `0 z W — � r O Q LL F- U O 0 � U � W > O zz O m W w _ o U > U 0 Z Q Q a_ m Q m DIAL BEFORE YOU DIG TOLL FREE \.. Vy # 5$S \ i Y \ � P f- # L r" 4 f \ f / i y lIZ Zz M1 \\ti li lie f � .. h < , !►ova n 7 0,K.. .. ,.,. .. .... -. - 0 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 In acceptable solution and revising the plans for approval by the county, ENGINEER REM90NS APPR. I DATE COUNTY �C, Fp E AR �r,� DATE � FOF CPYF� F w a � 4 Jr � S '� hti'I'4ly i ass i 1 PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: 0 FTOS301,A \ Sl# 10 40 T BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: 1° = 401-011 m 04 J U H Q 160 WATER USE LEGEND • ! ff IRRIGATION POINT TO POINT eee•®esp®Oe®e seeeeeee .eseees+® POINT TO POINT SUBSURFACE Dw • R SUBSURFACE DRIP TEMPORARY LOW -WA R U�SE ROTOR ME 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS HYDROZ©NE MAP FORESTAR TOSCANA, LLC W. 0. COUNTY FILE NO. NORTH SHEET NO L502 52 60 OF SH TS C� m C� s W z '® / POINT INT z 0 m Q SUBSURFACE DRIP -- n cn z 0 0 0 z I-— Q Q EV o CD � Z 0 z O Q f— a- L z Elf W m a W � � Z Q W _^i W u W U 0 LL 0 z W <50 0 W J I Q m z Of = Q O c5 O V5 0 ry 0 W W W >- < J � Y z o Q 0 LLj LJ > CD IJ w Q O IZ z n ry J Q Q ry n W 0 o 5zo 0 Of Z Ld O z 0 . O Q � o J W U W U) W W > O Z z O Q n ry Q n r;9 0 W z c� W Q m 0 z Q o ry z � Q F-- s •eewew• '® / POINT INT 0 m SUBSURFACE DRIP -- SUBSURFACE DRIP z 0 0 0 z O LL, I Q CD Of Q J 0 z O L0 a- LLJ z Elf a W Q W _^i W u W U z z <50 0 W 0 d = Li I -- c5 0 V5 0 ry 0 0 > 0 Q O � Y Ln O Q LLj LJ > CD 0� z Q d IZ n ry < n DIAL BEFORE YOU DIG TOLL FRI TWO WORKING DAYS BEFORE YOU DIG _nnn_go7_zann 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 ANDOR A GRADING PERMIT HAS BEEN (SUED. the private landscape architect signing these plans is responsible for assuring the accuracy and acceptability of the desgn hereon. In the event of discrepancies arising offer county approval or during construction, the private landscape architect NARK BY DATE shop be responsible for determining an acceptable solution and reaiseIg the plans for approval by the county ENGINEER REMSIONS APPR. I DATE COUNTY �GPPE AROy 0 i - DATE OF CN0'E PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: 0 10 40 80 FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: 1 I = 40'-0" 160 WATER USE LEGEND m 'IRRIGATION s •eewew• '® / POINT INT '�se�me®.♦ POINT TO POINT SUBSURFACE DRIP -- SUBSURFACE DRIP ,TEMPORARY LOW-WATER USE ROTOR MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS HYDROZONE MAP FORESTAR TOSCANA, LLC W, 0. FILE NO. NORTH SHEET NO. L503 53 60 _ OF SH TS 0 Q w z 11 �I I III POINTO POINT z •Oe•®4•®•®®e°ePOINT •ease♦e♦ i°®°Ods°De°i° s!e!e!e!e!e!e!®! TO POINT Q SUBSURFACE ,s A cn 1 ,�W-II USE ORARY I ROTOR w � Q a d }! Ytl z Q Ir - LLI CD z z � z � 0 z U LLJ 0 w Ln Qof z Q 0 J U 2 L,J CL Q J _ z o 0 v � � \ ww U 7 a Z J Q -5 Q 0, n S 0 w Of 0 z z > z 0 0 z Y v Co 2 LLJ <� o cn y 0 z z 0 1:-- m Q m a. ry Q n w Ln 00 co c" 0 CD o w z z <c CD U5 ` cn LLJ 0 Q � ryo z� Q �w Cn 0 m \ z U EC z U 00 Lv I ~ m >- � Q J I U z V) J 0 w w z rr Q w z � 3: Q w w LLJ w z v o z z Q oLi � F- 0 Q z w F- 00 - 00 to U 0- 1-1i 0 F— Q o � U <Q ~. Li z � w U > U z 0 n rY Q 0 DIAL BEFORE YOU DIG TOLL FREE TWO WORKING 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 reising the plans for moval by the cmmiv ENGINEER RMONS APR, I DATE COUNTY fir\ DATE E j OF C P l PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ =AX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: 0 10 40 80 160 FTOS301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: 1r1 = 401-011 CV O J Z LU J U Q WATER USE LEGEND IRRIGATION SYSTEM 11 �I I III POINTO POINT •Oe•®4•®•®®e°ePOINT •ease♦e♦ i°®°Ods°De°i° s!e!e!e!e!e!e!®! TO POINT SUBSURFACE ,s A SUBSURFACE DRIP 1 ,�W-II USE ORARY I ROTOR MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS HYDROZONE MAP FORESTAR TOSCANA, LLC W. 0. I COUI FILE NO. f MEN 54 60 OF SH TS Z#Z n n 0- F- 0 LLJ 0 NIT TO POINT SUBSURFACE DRIP SUBSURFACE DRIP TEMPORARY LOW-WATER USE ROTOR L,j < (J� z 0 U LLJ 0 L -i C/ F-- I I < Eh� m < Z- 0 F— U Cf) = I U n LLJ n z 0 LLj < ry < > r -y 0 0 CD Li C) 0 LLJ LLJ -0 DIAL BEFORE YOU DIG TWO WORKING DAYS BEFORE YOU DIG -Rnn-997-19nn . ......ii?i fit, V, If if �iit I", Do if it , t ii I t it, if"i f,� if il fi, W, fill f, J, if f if 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 (SSUE-D. The Ovate landscape architect signing these plans is responsible for assuring the accuracy and acceptability of the design t In the event a' discrepancies pisling after county approval at during construction, the private landscape architect MARK BY DATE shall be responsible for determining an acceptable solution and revising the plans for approval by the county ENGINEER REVISIONS PER. I DATE COUNTY th{ elf), 61 1 f F i,f I 0611A gN-1---, a �iti 0� iiii, "I R, 01 "Nif N 16, if II, "i f ;�7- I i -iit f 6 It if if it fi, tilf'' . . . . . . . If I ;iiv ":ff If OffS 'S ib, 51 IZIt, t Ito f % it, f,_ 1v t f fil; Mfi Q, Of 0ly % it N, ij 10-f % ;fN Y f"i"o fit X, NI- I, 1 11 � fo,- k"tf, ff"O�.\Qxlff "Y if i % f it 'if *4 jjf')1f; t if it Nit f 'Iff, Of* Of OF C 0-1 SWA GROUP 570 GLENNEYRF STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: 0 10 40 80 ETOS,301.A BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) AL E: 10 = 401-011 160 WATER USE LEGEND IRRIGATION SYSTEM NIT TO POINT SUBSURFACE DRIP SUBSURFACE DRIP TEMPORARY LOW-WATER USE ROTOR MS 4279 I. P. NO 740004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS HYDROZONE MAP FOR: W. 0. COUNTY FORESTAR TOSCANA, LLC I I FILE NO. NORTH SHEET NO. L505 55 60 1 OE SH TS U Q J J S U Fn Of W 0 v w 'U z J n ry W Ln 00 0 W W 0 W m z z 0 Q rn V W Of Of w W Z C.0 z w c� w O y U w S U z Q J C z a cn o ry <c 0 z Q z o U w w v-� J I m z ¢O U J I Q J = Z � O z W W U � z I- ry Q q O w L - 0 z U O z U z z Q ., o Cn > o _ of U EL Q n ry Q n DIAL BEFORE YOU DIG TOLL FREE t 1t1 14. 1C 0 TWO WORKING DAYS BEFORE YOU DIG -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. NOTE: PREPARED BY: WORK CONTAINED WITHIN THESE FLANS oSGNPE AR,- SHALL NOT COMMENCE UNTIL AN �Qa nc0' rF ENCROACHMENT PERMIT AND OR A SWA GROUP GRADING PERMIT HAS BEEN SSUED. 570 GLENNEYRE STREET I s Re LAGUNA BEACH CA 92651 me pivate landscape architect signing these plans is responsible for assuring•�— PHONE 949.497.5471/ FAX 949.494.7861 the accuracy and acceptability of the design hereon. In the event of discrepancies DATE arising after county approval or during construction, the private landscape architect MARK BY DATE APPR, DAT �tF 0 f D p�AE0� fall be re�onsble for determining on acceptable solution and reusing the plans for REVISIONS CERT N0.3286, EXP 12/2017 DATE: aooroval by the county. ENGINEER COUNTY 0 10 40 FTOS301.A m BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: 1„ _ 40'-0" K. O -A WATER USE LEGEND IRRIGATION SYSTEM 10, �2020 01 R ♦ ! POINT TO POINT s°eee°e°e'e°s°e• ♦eeeeeee swwasse. � f � � � SUBSURFACE DRIP SUBSURFACE bw TEMPORARY LOW—WATER MS 4279 I. P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS HY©ROZONE MAP FOR:( W.O. I COUNTY FORESTAR TOSCANA, LLC FIE NO . 7 SHEET 56 60 _ OF SH TS Z 0 LLJ r.. Q o ® p �o Z Q Q < z <c Lr cn LLJ m �\ z Z O z U w z J �n m <( Q z O U J () q I LLJ cc LL Q J z o J \ LLj W U Z __1 J Q Ly Q Z n - S O o Z Lu J \ Z (D O LLJ > F\\ o o z � � � Y U Cn n W Q U Ill r-) U1 I NZ w > z O J n Q U LL Ly z Q n V) ry W m LO 00 mmiall W O LaJ zQ in LLJ a, o 1*200 ♦ �o r-. z cn 0 <c LLJ z � <c Of O m �\ z Of U z F— Q J CnJ Q Z U () UCL Ld � CL Z <L J T � ~ I— 2i Q n J J Lit Z U (—) U Q Z Z Lu :�i O — Cy O Q � o0 U a LLJ > o o Ill U z o CL U Q J n Q Q n rD1 NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. NOTE: WORK CONTAINED WITHIN THESE PANS SHALL NOT COMMENCE UNTr AN ENCROACHMENT PERMIT AND/OR A GRACING PERMIT HAS BEEN ISSUED, he 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 woroval by the county. ENGINEER REV19ONS APPR. I DATE COUNTY PP E ARO PSD \CY, 0 igy, /rf Z_ Sl ' DA E Fes\? IF OF CN�� PREPARED BY: SWA GROUP 570 GLENNEYRE STREET LAGUNA BEACH CA 92651 PHONE 949.497.5471/ FAX 949.494.7861 CERT NO.3286, EXP 12/2017 DATE: G FTOS301.A 10 40 80 BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: 111 c 401_011 160 O LO J W Z J U H Q MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS HYDROZONE MAP FORESTAR TOSCANA, LLC W, 0. COUNTY FILE NO. SHEET L507 57 60 OF SH TS seeesese �ePePe®ee®eee*4 i seeeeees ®! + { { SUBSURFACE DRIP .....�® MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS HYDROZONE MAP FORESTAR TOSCANA, LLC W, 0. COUNTY FILE NO. SHEET L507 57 60 OF SH TS WATER USE LEGEND IRRIGATION SYSTEM ��eje'®ssesse�ea POINT TO POINT ®' eeseesee >eieiesOeieiei� MEMO SUBSURFACE DRIP n n n <t LLJ F_ H- z W C Ids z F W < SINGLE POLE SWITCH CD z co � Q z Q f- MANUAL ON - AUTOMATIC OFF "VACANCY" SENSOR SWITCH $H HUMDISTAT WALL SWITCH $D (n LLJ m 3WAY SWITCH $ad i q, QUAD-PLEX RECEPTACLE $4 4 WAY SWITCH z SPLIT WIRED 'HALF -HOT" RECEPTACLE -300W O z GFCI PROTECTED RECEPTACLE 4 U LLJ IP GFCI PROTECTED RECEPTACLE I W V) CKT DESCRIPTION W/ WEATHERPROOF COVER O JUNCTION BOX <t CEILING MOUNTED OCCUPANCY CKT m Q z 20A SENSOR SWITCH# CMR PDT 9 OR EQUAL _a U O � 2 3 J I _ 0.00 off ry a- Lil rr S W O Q J Q z 0 U 0.00] 0,0C - L LLJ LLJ 1� 0.0 004. U Q z ME _j J - - - ry Q Q 0,001 700 12 ry a- 5 LLL (7 0.00 O z z I LLJ 0.77 U - > TOTAL MI NIMUM FEEDER SIZE (AMPS): z 0 KVA (TOTAL FEEDER) O z Of H- Q a- L4J J� Q " S U NOTE: APPROVAL BY THE TRANSPORTATION r-)C/) LLI 1,J z > U O F <( O C O MAIN BONDING JUMPER d x UTILITY AREA Q a- z O m ry W iyi Ln 06 0 Lit z 0 Li d Of Li m z z O a IJJ ry ry LLJ ELI z z w c� V) of LLJ O U LLJ U z Q J a- ( ((li6(t(((t( T LANDSCAPING((( A� 6" MIN LOW VOLTAGE (>30V)- - ` O LANDSCAPE LIGHTING TTl DIRECT BURIAL CABLE 1g" RIGID METAL CONDUIT OR INTERMEDIATE METAL CONDUIT NONMETALLIC RACEWAY (I.E. PVC CONDUIT) NONMETALLIC RACEWAY (I.E. PVC CONDUIT), RIGID METAL CONDUIT AND DIRECT BURIAL CABLES STREETS, HIGHWAYS, ROADS ALLEYS, DRIVEWAYS, AND PARKING LOTS 24" 2P 2 POLE 3P 3 POLE AFCI ARC -FAULT CIRCUIT INTERRUPTER AIC AMPERE INTERRUPTING CAPACITY AL ALUMINUM AFF ABOVE FINISHED FLOOR AWG AMERICAN WIRE GAUGE CEC CALIFORNIA ELECTRIC CODE C CELSIUS CO CONDUIT ONLY Cu COPPER EMT ELECTRICAL METALLIC TUBING GFCI GROUND FAULT CIRCUIT INTERRUPTER GND GROUND F FAHRENHEIT FC FOOTCANDLE FT FEET IESNA ILLUMINATION ENGINEERING SOCIETY NORTH AMERICA IMG INTERMEDIATE METAL CONDUIT K KELVIN (DEGREES) KAIC 1,600 AIC M METERS NEC NATIONAL ELECTRIC CODE NEG NEGLIGIBLE NM NON-METALLIC NTS NOT TO SCALE - PB PUSH BUTTON POC POINT OF CONNECTION PVC POLYVINYL CHLORIDE (SCHEDULE 40 UNLESS OTHERWISE NOTED) RMC RIGID METALLIC CONDUIT TITLE 24 CALIFORNIA BUILDING ENERGY CODE - TITLE 24 VD VOLTAGE DROP WP WEATHERPROOF WR WEATHER RESISTANT XFMR TRANSFORMER CIRCUIT BREAKER ®- FUSE �If GROUND OELECTRICAL METER M❑ MOTOR SWITCH T� TRANSFROMER Ii UNDERGROUND PULL BOX 0 DATA OUTLET © TV OUTLET $ SINGLE POLE SWITCH $V MANUAL ON - AUTOMATIC OFF "VACANCY" SENSOR SWITCH $H HUMDISTAT WALL SWITCH $D DIMMER SWITCH $3 3WAY SWITCH $ad 3 WAY DIMMER SWITCH q, QUAD-PLEX RECEPTACLE $4 4 WAY SWITCH 9 SPLIT WIRED 'HALF -HOT" RECEPTACLE -300W DUPLEX RECEPTACLE 611 GFCI PROTECTED RECEPTACLE 4 MOUNTED IN CEILING IP GFCI PROTECTED RECEPTACLE gpWP GFCI PROTECTED RECEPTACLE CKT DESCRIPTION W/ WEATHERPROOF COVER O JUNCTION BOX os CEILING MOUNTED OCCUPANCY CKT SENSOR 20A SENSOR SWITCH# CMR PDT 9 OR EQUAL MINIMUM COVER REQUIREMENTS ( 101 ABBREVIATIONS 1 6 I ELECTRICAL SYMBOL LEGEND 1 5 I 1 CALSENSE ET2000S, CONTRA -R 1 �5 I Q WITH "-I:" OPTION A24 ti:J I 24 VAC CONNECTION PROM CONTROLLER TO RELAY SWITCH (1) #12 SOLID COPPER YELLOW W1 (1) #12 SOLID COPPER WHITE WI- INSTALLPER.PLANS ELECTRICAL SOURCE !PUL X 120 / 240 VAC POWER SUP BY UTILITY (SCE} 4 CONNECTION FROM RCE TO 7 ENCLOSURE BY UT (SCE) 5 FREESTANDING CLOSURE aR METERED EN SURE WITH INTERNAL FLUSH MOU PHOTOCELL AND' PUMP START f ` 1 LIGHTIN. LAY (SEE ELECTRICAL PLANS) CONN .'ION FROM RELAY / PHOTOCELL TO SCAPE LIGHTING (SEE ELECTRICAL PLANS) L SCA l T J. PE LIGHTING (VARIES, SEE ELECTRICAL PLANS). SCHEMATIC VIEW t KE. LIGHTING CIRCUIT ■ COMMOMMERCIARCIAL M HDA M CSA CONTROLLED BY CALSENSE NOTES: 1- CONTROLLED BY PHOTOCELL REFER TO THIS SHEET FOR "CONTROL WIRING SCHEMATIC" 1. ALL LIGHTING TO BE CONTROLLE � WITH PHOTOCELL MASTRO TIME CLOCK (INTERMATIC #ET90415CR). 2. LMD/CFD ADM I NISTRATIO APPROVE ALL SUBMITTALS. 3. LIGHTING TO BE "12VAC" LED TYPE, LMD/CFD APPROVED FIXTURES. 4. ALL WIRE TO BE INSTALLED IN MINIMUM 3/4" ELECTRICAL PVC CONDUIT, INCLUDING ALL WIRE RATED FOR DIRECT BURY. PVC MALE ADAPTORS NOT PERMITTED. 5, OVERSIZE 12VAC CABLE BY 1X SIZE, MINIMUM SIZE #16. 6. PVC CONDUIT RADIUS/90S NOT LESS THAN 24" SWEEP. 7, STREET LIGHTING TO BE SHOWN ON LANDSCAPE LIGHTING PLAN FOR REFERENCE. 8. GROUND ROD REQUIRED IN TRANSFORMER ENCLOSURE 5/8" BY 8', ENCLOSURE TO BE GROUNDED. GROUND CLAMP SHALL BE 2 BOLT TYPE, BRAZED (ONE SOLID CIRCUMFERENCE OF THE GROUND ROD) OR CADWELD USING #6 AWG SOLID COPPER. GROUND ROD SHALL BE AT LEAST 8' FROM ANOTHER GROUND ROD. 9. ALL 12VAC WIRE TO BE STRANDED, 120VAC WIRE #10 AND LARGER SHALL BE STRANDED, 120VAC WIRE #12 AND SMALLER TO BE SOLID, (MAY BE STRANDED WITH PRIOR APPROVAL) 10, SPLICES SHALL BE MADE WITH EPDXY TYPE RESIN SPLICES ONLY. SPLICES SHALL BE LIMITED AND APPROVED BY LOCATION. TO MINIMIZE SPLICES, RUN ANOTHER LENGTH OF WIRE. 11, ELECTRICAL CONDUITS UNDER STREETS SHALL BE SLEEVED. STREET CROSSING SHALL BE SIMILAR TO LMD STANDARD #G-041, WITH 36" TO TOP OF SLEEVES. 12, ELECTRICAL CONDUITS SHALL HAVE A MINIMUM OF 12" VERTICAL SPACING AND 12" HORIZONTAL SPACING FROM OTHER UTILITIES, INCLUDING MAINLINE IRRIGATION/WIRES. 13. ALL RELAYS SHALL BE MOUNTED IN TRANSFORMER ENCLOSURE. LMD APPROVED SCREW TYPE TERMINAL BLOCKS SHALL BE USED ON MOUNTING CHANNEL (NOT STRIP TERMINAL) WITH PIN TERMINAL, MANUFACTURED JUMPERS SHALL BE USED WHERE CIRCUIT/CURRENT/FUNCTION IS THE SAME. WIRE NUTS NOT ALLOWED. 14. STEEL EMT NOT APPROVED FOR USE. CONDUIT OUTLET BOXES/CONDUIT BODIES NOT PERMITTED, NO MORE THAN 4-90 DEGREE SWEEPS (360DEGREES TOTAL) IN 1 PULL OF CONDUIT. 15. MINIMUM IMC/RIGID SHALL BE USED FOR CONDUIT EXTENDING ABOVE GRADE, INTO, ONTO STRUCTURES, IF 16, LMD/CFD APPROVED IMC/RIGID SHALL BE CONTIGUOUS TO APPROVED PULLBOX. MINIMUM SWEEP 12" RADIUS. (/ RIVERSIDE LMD CONTROL DIAGRAM ( 111 PANEL SCHEDULE(S) 1 7 1 RIVERSIDE LMD NOTES 1 3 1 26' I PANEL SCHEDULE - C MOUNTING: FREESTANDING -) M VOLTAGE: 120/240 BUS RAITING:100A TYPE: SERVICE PEDESTAL (METERED) a PHASE: 1 AIC: 42 KAIC SERIES RATED ENCLOSURE: NEMA 3-R (STAINLESS STEEL) SERVICE BE CONDUIT CONDUIT WIRES: 3 rzr-�� DISTBiUTION: 12/12 -300W MAIN:100A/2P P17n+oc�Il QM V mm D a CKT DESCRIPTION TRIP NOTE A B DESCRIPTION NOTE TRIP CKT 1 ACCENT LIGHTING 20A 5.40 100 _a CONTROL WIRE 1 15 2 3 _ 0.00 off ry 4 S W aFaa o ao Q 6 a- 0.00] 0,0C 9 LLJ 1� 0.0 004. 12V LIGHTING z 11 - - - 48' 0,001 700 12 AMPS PER UNE: 5.40 0.00 SUBTOTAL KVA: 0.77 0.77 KVA @ 1259. (LCL) :2 TOTAL MI NIMUM FEEDER SIZE (AMPS): 4.00 0.96 KVA (TOTAL FEEDER) ELECTRICAL EQUIPMENT ELEVATION NOTES: 1- CONTROLLED BY PHOTOCELL REFER TO THIS SHEET FOR "CONTROL WIRING SCHEMATIC" 1. ALL LIGHTING TO BE CONTROLLE � WITH PHOTOCELL MASTRO TIME CLOCK (INTERMATIC #ET90415CR). 2. LMD/CFD ADM I NISTRATIO APPROVE ALL SUBMITTALS. 3. LIGHTING TO BE "12VAC" LED TYPE, LMD/CFD APPROVED FIXTURES. 4. ALL WIRE TO BE INSTALLED IN MINIMUM 3/4" ELECTRICAL PVC CONDUIT, INCLUDING ALL WIRE RATED FOR DIRECT BURY. PVC MALE ADAPTORS NOT PERMITTED. 5, OVERSIZE 12VAC CABLE BY 1X SIZE, MINIMUM SIZE #16. 6. PVC CONDUIT RADIUS/90S NOT LESS THAN 24" SWEEP. 7, STREET LIGHTING TO BE SHOWN ON LANDSCAPE LIGHTING PLAN FOR REFERENCE. 8. GROUND ROD REQUIRED IN TRANSFORMER ENCLOSURE 5/8" BY 8', ENCLOSURE TO BE GROUNDED. GROUND CLAMP SHALL BE 2 BOLT TYPE, BRAZED (ONE SOLID CIRCUMFERENCE OF THE GROUND ROD) OR CADWELD USING #6 AWG SOLID COPPER. GROUND ROD SHALL BE AT LEAST 8' FROM ANOTHER GROUND ROD. 9. ALL 12VAC WIRE TO BE STRANDED, 120VAC WIRE #10 AND LARGER SHALL BE STRANDED, 120VAC WIRE #12 AND SMALLER TO BE SOLID, (MAY BE STRANDED WITH PRIOR APPROVAL) 10, SPLICES SHALL BE MADE WITH EPDXY TYPE RESIN SPLICES ONLY. SPLICES SHALL BE LIMITED AND APPROVED BY LOCATION. TO MINIMIZE SPLICES, RUN ANOTHER LENGTH OF WIRE. 11, ELECTRICAL CONDUITS UNDER STREETS SHALL BE SLEEVED. STREET CROSSING SHALL BE SIMILAR TO LMD STANDARD #G-041, WITH 36" TO TOP OF SLEEVES. 12, ELECTRICAL CONDUITS SHALL HAVE A MINIMUM OF 12" VERTICAL SPACING AND 12" HORIZONTAL SPACING FROM OTHER UTILITIES, INCLUDING MAINLINE IRRIGATION/WIRES. 13. ALL RELAYS SHALL BE MOUNTED IN TRANSFORMER ENCLOSURE. LMD APPROVED SCREW TYPE TERMINAL BLOCKS SHALL BE USED ON MOUNTING CHANNEL (NOT STRIP TERMINAL) WITH PIN TERMINAL, MANUFACTURED JUMPERS SHALL BE USED WHERE CIRCUIT/CURRENT/FUNCTION IS THE SAME. WIRE NUTS NOT ALLOWED. 14. STEEL EMT NOT APPROVED FOR USE. CONDUIT OUTLET BOXES/CONDUIT BODIES NOT PERMITTED, NO MORE THAN 4-90 DEGREE SWEEPS (360DEGREES TOTAL) IN 1 PULL OF CONDUIT. 15. MINIMUM IMC/RIGID SHALL BE USED FOR CONDUIT EXTENDING ABOVE GRADE, INTO, ONTO STRUCTURES, IF 16, LMD/CFD APPROVED IMC/RIGID SHALL BE CONTIGUOUS TO APPROVED PULLBOX. MINIMUM SWEEP 12" RADIUS. (/ RIVERSIDE LMD CONTROL DIAGRAM ( 111 PANEL SCHEDULE(S) 1 7 1 RIVERSIDE LMD NOTES 1 3 1 26' LL) I 2.. FG -) M i LOW VOLTATE l./�/.-J TRANSFOMER z a UJ ❑� 0 FX LUMINAIRE# PX SERVICE BE CONDUIT CONDUIT I rzr-�� METER SOCKET -300W Q P17n+oc�Il QM V mm D a �- z () To'( 24V NORMALLY OPEN RELAY 8 SOCKET DAYTON#5XB52M 85X823M GROUNDING ELECTRODE LLJ Pull a~4 0dimilimmmalmlooklm FRONT VIEW SIDE VIEW ry Lw W r- -) H N Q a- 'rlm�. 610A LLJ U LLJ 1� 12V LIGHTING z Q - - - 48' z LIGHTING RELAY zCn TEST SW. AND :2 LOAD SIDE CONTROL WIRING SCHEMA TICT121 Q ( ELECTRICAL EQUIPMENT ELEVATION Of H- LIGHTING CONTACTORS PULL AREA LL J� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK Q O O C O MAIN BONDING JUMPER UTILITY AREA NEUTRAL BUS 0-C JaT NOTE: GROUND BUS - E- Q SLOPE ONCRETE WORK CONTAINED WITHIN THESE PLANS j SONDINGJUMPER SHALL NOT COMMENCE UNTIL AN AWAYF z ENCROACHMENT PERMIT AND/OR A PEDESTALM 0 DIAL Two WORKING GRADING PERMIT HAS BEEN (ISSUED. GROUND CLAMP O O W BEFORE DAYS BEFORE 2., 2.. 2. Of J> U YOU DIG YOU DIG the prate landscape architect suing these plans is re"sNe for assuring O 1 U I� U TOIL FREE 1-800-227-2600 the accuracy and acceptability of the design hereon. In the event of discrepancies LL) I 2.. FG -) M i LOW VOLTATE l./�/.-J TRANSFOMER UJ FX LUMINAIRE# PX SERVICE BE CONDUIT CONDUIT rzr-�� -300W J V LQAD CONDUIT a �- z GROUNDING ELECTRODE LLJ FRONT VIEW SIDE VIEW ry Lw Q a- LLJ U LLJ 1� 12V LIGHTING z z :2 d CONTROL WIRING SCHEMA TICT121 ELECTRICAL EQUIPMENT ELEVATION Of H- NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK Q O WITHIN THE ROAD RIGHT-OF-WAY ONLY. O 0-C JaT NOTE: E- Q AA WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A DIAL Two WORKING GRADING PERMIT HAS BEEN (ISSUED. O W BEFORE DAYS BEFORE J> U YOU DIG YOU DIG the prate landscape architect suing these plans is re"sNe for assuring O 1 I� U TOIL FREE 1-800-227-2600 the accuracy and acceptability of the design hereon. In the event of discrepancies MARK BY DATE a_ `t A PUBLIC SERVICE BY arising after county approval or dxmg construction, the private landscape architect 0- `LapproW UNDERGROUND SERVICE ALERT be reble for determining an accept" Solution and revising the plans for sp nsi RNSIONS by the count. ENGINEER ELECTRICAL SERVICE PEDESTAL 120/240V 10 3W. 10OAl2P CIRCUIT BREAKER MAIN 42,000 AIC SERIES RATED (MAX) PACIFIC UTILITY PRODUCTS# USPIL-M2=00-1120TS-50-SS OR APPROVED EQUAL I -F TEST BLOCKS �.ly UTILITY 3" (C 01) TO LIGHTING CO. (VERIFY) ?OCA -2P LANDING LUGS N �RELAY SEE DETAIL I2 -17" (MIN) C SE GROUND CLAMP LISTED " FOR THE PURPOSE #8 CU-GND A y m n " O f- STAINLESS STEEL AND COPPER DRIVEN y GROUND ROD (5/8" DIA. X LOFT (MIN)) p INSTALL PER NEC 250.53 m OR OTHER APPROVED METHOD NO 3-V2 PULLBOX Q ( SINGLE LINE DIAGRAM( $ APPR. ( DATE COUNTY SEAL onF_S.c� PREPARED BY: =Wr ��ENGINEEiBING- \�ECTR4£P °NV*...RATSO ELECTRICAL EQUIPMENT BASED ON PUP EQUIPMENT CONTRACTOR TO VERIFY ALL EQUIPMENT CLEARANCE PRIOR TO ORDERING EQUIPMENT. 2. ALL EQUIPMENT TO BE LISTED BY A RECOGNIZED TESTING AGENCY. TERMINALS TO BE RATED FOR ALUMINUM AND COPPER WIRE. 3. IF SYSTEM IS SERIES RATED, ALL COMPONENTS MUST BE FROM THE SAME MANUFACTURER. LISTED BREAKER COMBINATIONS SHALL BE AVAILABLE TO TO THE AUTHORITY HAVING JURISDICTION UPON REQUEST. 4. INSTALL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS I E LUG TORQUE. MINIMUM WIRE BENDING RADIUS. BONDING GROUNDING ETC.` , 5. THEFAULT CURRENT BASED ON WORST CASE FAULT T PUBLISHED TH TY COMP AVAILABLE AUL .T E L CURREN BUSHED E E UTILITY COMPANY. CONTRACTOR TO OBTAIN FAULT CURRENT LETTER FROM UTILITY COMPANY FOR EACH SERVICE. IF AVAILABLE FAULT CURRENT IS HIGHER THAN SHOWN IN THE DRAWINGS, CONTACT ELECTRICAL ENGINEER IMMEDIATELY. 6. CONTRACTOR TO PROVIDE LABEL AT SERVICE DISCONNECT SWITCH SPECIFYING THE MAXIMUM AVAILABLE FAULT CURRENT AND DATE ENERGIZED AS SHOWN BELOW (NEC 110.24): WARNING ARC FLASH 8 SHOCK HAZARD APPROPRIATE PPE REQUIRED MAXIMUM AVAILABLE FAULT CURRENT'. XX,XXX AMPS DATE'. X/X/XX SERIES RATED SYSTEM. REPLACE COMPONENTS WITH IDENTIFIED REPLACEMENTS ONLY. SINGLE LINE DIAGRAM NOTES 1 4 L.GH HN D x.51 CIN 4 Ls.4. R14 M4. r_ VG IN E E R1 C, 2563c C aUe La Cuerte faaTLIdrT,a„,sKILa t', CA 92675 Ph 149.201_1333 C.3i"^CPa"'ta ET�,+,tPEPC3tl�,C£7 iTf BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: DX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: • 2011 NATIONAL ELECTRIC CODE (NEC) • 2013 CALIFORNIA BUILDING CODE (CBC) • 2013 CALIFORNIA ENERGY CODE (TITLE 24) CONTRACTOR TO PROVIDE REQUIRED ACCEPTANCE TESTING BY A CERTIFIED LIGHTING CONTROL ACCEPTANCE TEST TECHNICIAN. SEE TITLE 24 COMPLIANCE FORMS FOR REQUIRED TEST FORMS. LIGHTING HAS BEEN DESIGNED AND LOCATED SO THAT ALL DIRECT RAYS ARE CONFINED TO THE PROPERTY PER THE RANCH PLAN COMPLIANCE MATRIX (ITEM NO. 570) APPLICABLE CODES ( 1 i. INTERIOR WIRING PERMITTED TO BE TYPE NM CABLE IN ACCORDANCE WITH NEC ARTICLE 334 AND LOCAL CODES IN ONE -AND TWO- FAMILY AND MULTIFAMILY DWELLINGS OF TYPE III, IV, AND V CONSTRUCTION. IN OTHER TYPES OF TYPE 111, IV, AND V CONSTRUCTION NM CABLE MAYBE ACCEPTABLE, EXCEPT FOR EXPOSED IN ACCESSIBLE DROPPED CEILINGS. EXPOSED, OR WHERE OTHERWISE PROHIBITED BY NEC 334.12. CONTRACTOR TO VERIFY NM CABLE WIRING METHOD IS ACCEPTABLE WITH AUTHORITY HAVING JURISDICTION PRIOR TO BIDDING THE JOB, WHERE NM CABLE IS PROHIBITED CONDUCTORS TO BE COPPER, THHN/THWN-21N CODE APPROVED RACEWAY (I.E. EMT, FLEX IMC, RIGID, ETC) OR COPPER MC. THHNl HWN-2. MINIMUM WIRING SIZE PER THE 60 DEGREE C COLUMN OF NEC TABLE 310.15(B)(16) (LE. #12 CU FOR 20A CIRCUIT BREAKERS). 2. ALL WIRING TO COMPLY WITH NEC ARTICLE 300. CONDUCTORS SHALL BE INSTALLED IN CODE APPROVED RACEWAYS AS REQUIRED. 3. INSTALL THE ELECTRICAL SYSTEM USING CONSTRUCTION MEANS. METHODS, AND, MATERIALS, IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS / INSTRUCTIONS, TRADE STANDARDS, AND APPLICABLE NATIONAL AND LOCAL CODES. 4. PROVIDE ALL LABOR, MATERIALS, TOOLS, PERMITS, FEES, TRANSPORTATION, ETC TO PROVIDE THE OWNER A COMPLETE AND FUNCTIONING ELECTRICAL SYSTEM TO THE OWNER'S SATISFACTION. 5, DRAWINGS ARE NECESSARILY DIAGRAMMATIC BY THEIR NATURE AND ARE NOT INTENDED TO SHOW EVERY CONNECTION IN DETAIL OR EVERY PIPE OR CONDUIT IN ITS EXACT LOCATION CAREFULLY INVESTIGATE STRUCTURAL AND FINISH CONDITIONS AND COORDINATE THE SEPARATE TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS PHASES OF WORK. ORGANIZE AND LAYOUT WORK SO THAT IT WILL BE CONCEALED IN WALLS, FURRED CHASES, AND CEILINGS, ETC., IN FINISHED PORTIONS OF THE BUILDING, UNLESS SPECIFICALLY NOTED TO BE EXPOSED, INSTALL ALL WORK PARALLEL OR PERPENDICULAR TO BUILDING LINES UNLESS OTHERWISE NOTED. 6. HALF SIZED OR TANDEM CIRCUIT BREAKERS MAY BE USED ONLY IF THE ELECTRICAL EQUIPMENT IS LISTED TO RECEIVE SUCH DEVICES. 7, RECESSED LIGHTING FIXTURES WITH DIRECT CONTACT WITH INSULATION. SHALL BE TYPE IC (LISTED BY RECOGNIZED TESTING AGENCY). RECESSED NON -TYPE IC FIXTURES SHALL HAVE AMINIMUM OF 3` CLEAR FROM INSULATION AND V FROM COMBUSTIBLE MATERIALS (NON -TYPE IC RECESSED FIXTURES ARE NOT PERMITTED IN RESIDENTIAL UNITS). 8. RECESSED LIGHTING IN RATED ASSEMBLIES SHALL BE EITHER "FIREBOXED" TO MAINTAIN THE RATING OF THE ASSEMBLY OR UTILIZE A LISTED FIXTURE WITH ENCLOSURE THAT MAINTAINS THE ORIGINAL RATING OF THE ASSEMBLY. 9. RECESSED ELECTRICAL PANELS IN RATED ASSEMBLIES SHALL BE "FIREBOXED' TO MAINTAIN THE ORIGINAL RATING OF THE ASSEMBLY. 10. ALL PENETRATIONS (ELECTRICAL BOXES, CABLE, CONDUIT, ETC...) THROUGH RATED ASSEMBLIES SHALL BE SEALED OR FIRE STOPPED TO MAINTAIN THE RATING OF THE ASSEMBLY WITH A LISTED FIRE STOPPING SYSTEM (I.E. 3M FIRE BARRIER OR EQUAL) IN COMPLIANCE WITH DEC SECTION 712. CONTRACTOR TO INSTALL FIRE STOPPING SYSTEM PER MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. 11. ALL LIGHTING SWITCHES SHALL BE RATED FOR 120-277V,-DECORA' STYLE, AND WHITE UNLESS OTHERWISE NOTED IN THE PLANS OR OWNER'S SPECIFICATIONS. 12, ALL GENERAL USE RECEPTACLES SHALL BE NEMA 5-15R, "DECORA' STYLE, AND WHITE UNLESS OTHERWISE NOTED IN THE PLANS OR OWNER'S SPECIFICATIONS. 13, ALL OUTDOOR RECEPTACLES SHALL BE GFCI PROTECTED AND LISTED AS "WR` WEATHER RESISTANT TYPE PER NEC 406.9. OUTDOOR RECEPTACLES IN DAMP LOCATIONS SHALL HAVE WEATHERPROOF COVERS. OUTDOOR RECEPTACLES IN WET LOCATIONS SHALL HAVE "IN -USE" TYPE WEATHERPROOF COVERS. 14. ALL EXTERIOR JUNCTION BOXES SHALL BE LISTED AS WEATHERPROOF WITH WEATHERPROOF COVERS. 15, ALL ELECTRICAL EQUIPMENT AND DEVICES SHALL BE NEW AND SUPPLIED WITH ALL THE NECESSARY FITTINGS, ATTACHMENTS, AND ACCESSORIES FOR A COMPLETE INSTALLATION. 16. HIGH EFFICACY LUMINARIES SHALL BE DEFINED AS FOLLOWS:30 LUMENS PER WATT (FOR LAMPS SW OR LESS) 40 LUMENS PER WATT (FOR LAMPS 60-15W) 50 LUMENS PER WATT (FOR LAMPS 16W -40W) 17. MEDIUM AND CANDELABRA BASED SCREW-IN LAMPS DO NOT QUALIFY AS HIGH EFFICACY. GU -24 PIN BASES QUALIFY AS HIGH EFFICACY. 18, ALL WALL FIXTURES IN SHALL BE INSTALLED SUCH THAT THE LOWEST PORTION OF THE FIXTURE PROTRUDING > 4" IS 80' ABOVE THE FINISHED GRADE OR HIGHER, 19. REFER TO PLUMBING, HVAC, LOW VOLTAGE, COMMUNICATION, ACCESS CONTROL, INTERIOR DESIGN, AND ARCHITECTURE DRAWINGS AND PROVIDE ALL REQUIRED CONTROL WIRES, RELAYS, DISCONNECTS, STARTERS, CONDUITS, TIME SWITCHES, AND OUTLET: S REQUIRED. ALL WORK AND MATERIALS INDICATED IN THE ABOVE CONSULTANT'S DRAWINGS AS SUPPLIED BY THE ELECTRICIAN SHALL BE PROVIDED UNDER THIS SCOPE OF WORK. 20, ELECTRICAL SYSTEM TO BE GROUNDED PER NEC ARTICLE 250. 21. REFER TO ACOUSTICAL ANALYSIS / SPECIFICATIONS; PROVIDE PUTTY PADS OR OTHER SYSTEMS AS REQUIRED FOR SOUND ATTENUATION. 22. ELECTRICAL DEVICES INSTALLED ON OPPOSITE SIDES OF WALLS SHALL BE SEPARATED BY A. MINIMUM OF 24" (LE. NOT IN THE SAME STUD BAY). IF DEVICES ARE CLOSER THAN 24" OR THE BOX SIZE EXCEEDS 16SQIN, THEN A PUTTY PADS (OR SIMILAR FIRE BARRIER) ARE REQUIRED FOR THOSE DEVICES. IF THE DENSITY OF OUTLET OPENINGS EXCEEDS 1005QIN FOR ANY 100SQFTOF WALL, THEN PUTTY PADS ARE REQUIRED FOR THE ENTIRE WALL. 23. ALL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TESTING AGENCY AND SUPPORTED ACCORDING TO APPLICABLE OSHA REQUIREMENTS. 24. CONTRACTOR TO WARRANTY ALL WORK COMPLETED FOR A PERIOD OF ONE YEAR AFTER THE OWNER'S ACCEPTANCE DATE. ANY LABOR OR MATERIALS REQUIRED TO CORRECT FAULTY OR DEFECTIVE WORK WITHIN THE WARRANTY PERIOD SHALL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. 25. CONTRACTOR TO PROVIDE THE OWNER 1 SET OF "AS -BUILT" DRAWINGS FOR THE OWNERS RECORD AT THE COMPLETION OF THE JOB. 26. CONTRACTOR TO CONFIRM ALL LOW VOLTAGE CABLING REQUIREMENTS PRIOR TO BIDDING THE JOB, 27. PROPERLY LABEL ALL ELECTRICAL ROOMS / CABINETS, ELECTRICAL PANELS, TIME SW ITCHES, PANEL SCHEDULES, AND MULTbGANG METERS, PROVIDE ALL LABELING AND PLAQUES SPECIFIED IN THE CONTRACT DOCUMENTS. 28. PROVIDE A MINIMUM OF A 4FTXBFTX314IN FIRE RATED PLYWOOD BACKBOARD WITH A #6 COPPER (MIN) GROUND BONDED TO BUILDING GROUNDING SYSTEM. AND A DEDICATED DUPLEX RECEPTACLE PROTECTED BY A 20AIlP CIRCUIT AT THE MAIN POINT OF ENTRANCE FOR THE CATV 1 PHONE PROVIDERS. 29, SWITCHGEAR DIMENSIONS ARE BASED ON THE APPROXIMATE DIMENSIONS OF THE MANUFACTURER SPECIFIED IN THE PLANS. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE EQUIPMENT WILL FIT IN THE ACTUAL SPACE PRIOR TO ORDERING THE EQUIPMENT, 30. CONTRACTOR SHALL REVIEW THE ELECTRICAL, AND OTHER CONSULTANTS DRAWINGS PRIOR TO STARTING ANY WORK AND INFORM THE ENGINEER OF ANY DISCREPANCIES, OMISSIONS, OR IF CLARIFICATIONS ARE REQUIRED TO COMPLETE THE INSTALLATION PRIOR TO COMMENCING THE WORK. 31. PROVIDE THE OWNER WITH 1 COPY OF ALL OPERATION AND MAINTENANCE MANUALS FOR LIGHTING, LIGHTING CONTROL, AND ELECTRICAL SYSTEMS. 32. LABEL ELECTRICAL SERVICE EQUIPMENT WITH THE MAXIMUM AVAILABLE FAULT CURRENT AT THE INCOMING TERMINALS OF THE EQUIPMENT PER NEC 110.24 33. IT IS PROHIBITED TO SHARE NEUTRAL CONDUCTORS FOR THREE SINGLE PHASE CIRCUITS PER NEC 200.4. 34. ALL CABLE TRAYS CONTAINING TYPE SE, MC, Mi, OR IGS SERVICE ENTRANCE CABLES MUST BE LABELED "CABLE TRAY CONTAINS SERVICE ENTRANCE CONDUCTORS,. 35. CONTRACTOR TO PROVIDE SUBMITTALS FOR ALL ELECTRICAL EQUIPMENT, ELECTRICAL MATERIALS AND LIGHTING FIXTURES FOR APPROVAL PRIOR TO ORDERING. 36. OUTLETS TO BE INSTALLED AT +18" AFF (TO CENTER OF BOX), SWITCHES AND OTHER CONTROLS TO BE MOUNTED AT +4W AFF (TO TOP OF BOX). 37, NO EXTERIOR MOUNTED CONDUITS OR RACEWAYS ARE ALLOWED. GENERAL ELECTRICAL NOTES MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS ELECTRICAL DETAILS FOR: W. 0. COUNTY FORESTAR TOSCANA, LLC I I FILE NO. SHEET NO. L6.1 5960 OF_ SHTS'''. is m m Ln 00 U W z *#* Q C� wry Q W z V) Li f- w o DO ory z U O W < m J Q 1-- U z V) O W Q- I- D_ ``C W Lr Of S Q W w W W W z U 0 z z Q O w I O rK FQ S w F- OO o In Of U a - w O z O Of I- U < . W S W w U > U z O ~ Q � U < w a Of w LzGH7U&(OAt.y) AREA TO D U L W W 13E Ah;A/T4PV E• P G Y G 5A CD RIGID METAL CONDUIT OR INTERMEDIATE d Nr)SCA# E E -SERIES 1,9TD, E-DCI4 (n NONMETALLIC RACEWAY --� (n (I.E. PVC CONDUIT) NONMETALLIC RACEWAY _ (I.E. PVC CONDUIT), W D0.- I1 Q _ FROM ADJACENT LIGHT Q Q a- W private landscape architect siging these plans is responsible far as urng the accuracy and acceptability of the design hereon. In the est of dWepancies arising after county appraluel of during calstructiar, $e pirate knee architect shall be rete to detamning an acceptable solution and rung the plans for ovd by the county, z MARK BY Q REM90NS ENGINEER V) W m } — z U z iw— C7 w V) E- J m z <C O O Cn J CO W w a- < z � o 0 F z W w U Q z Q r J Q E- �W C� OW D In © CD r� U Z LLJ Q m m Ln 00 U W z *#* Q C� wry Q W z V) Li f- w o DO ory z U O W < m J Q 1-- U z V) O W Q- I- D_ ``C W Lr Of S Q W w W W W z U 0 z z Q O w I O rK FQ S w F- OO o In Of U a - w O z O Of I- U < . W S W w U > U z O ~ Q � U < w a Of w LzGH7U&(OAt.y) AREA TO oV) U ( BAWDS 015 AR E4 W W 13E Ah;A/T4PV E• P G Y G 5A } U RIGID METAL CONDUIT OR INTERMEDIATE LMD/CFD Nr)SCA# E E -SERIES 1,9TD, E-DCI4 MIN NONMETALLIC RACEWAY --� O 1= (I.E. PVC CONDUIT) NONMETALLIC RACEWAY _ (I.E. PVC CONDUIT), I I 17 TYR D0.- I1 Q _ FROM ADJACENT LIGHT OR POWER SOURCE Q a- m m Ln 00 U W z *#* Q C� wry Q W z V) Li f- w o DO ory z U O W < m J Q 1-- U z V) O W Q- I- D_ ``C W Lr Of S Q W w W W W z U 0 z z Q O w I O rK FQ S w F- OO o In Of U a - w O z O Of I- U < . W S W w U > U z O ~ Q � U < w a Of w LzGH7U&(OAt.y) AREA TO BE MAINTAINED BY THE HOA ( BAWDS 015 AR E4 Tv 13E Ah;A/T4PV E• P G Y G 5A DDr RT rvvvvvvvvvvvv~ DIAL TWO WORKING BEFORE DAYS BEFORE 0YOU DIGYOU DIGThe TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: APPROVAL BY THE TRANSPORTATION WITHIN THE ROAD RIGHT-OF-WAY ONLY. DEPARTMENT ANINk IS FOR WORK NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND(OR A GRADING PERMIT HAS BEEN SSUED. 0 HIDA0 CSA LOW VOLTAGE RIGID METAL CONDUIT OR INTERMEDIATE LMD/CFD Nr)SCA# E E -SERIES 1,9TD, E-DCI4 MIN NONMETALLIC RACEWAY --� (I.E. PVC CONDUIT) NONMETALLIC RACEWAY _ (I.E. PVC CONDUIT), I I 17 TYR LZ AND DIRECT BURIAL CABLES FROM ADJACENT LIGHT OR POWER SOURCE private landscape architect siging these plans is responsible far as urng the accuracy and acceptability of the design hereon. In the est of dWepancies arising after county appraluel of during calstructiar, $e pirate knee architect shall be rete to detamning an acceptable solution and rung the plans for ovd by the county, MARK BY DATE REM90NS ENGINEER I APPR. I DATE COUNTY a NO. 20627 rn EXP. 03/31/18 -;� SCALE: 1" = 20'-0" 1011890- CANDELA =ENGINEERING- �rCOA00AiTAA GROUND MOUNTED BULLET UPL/GHT I I APPROVED LANDSCAPE LIGHT FIXTURE 9 (SEE LEGEND AND SPECIFICATIONS) O APPROVED WATER PROOF WIRE CONNECTION APPROVES) GROUNDMOUNT STAKE (SEE LEGEND AND SPECIFICATIONS) CONCRETE FOOTING FINISH SURFACE 112" X 6" LONG STAINLESS STEEL CARRIGE BOLT 1" SCH. 40 CONDUIT SWEEP TO ADJACENT LIGHT DATE: 01-'916 PR—W15--(T APPLICATION RIVERSIDE COUNTY 7RAN8PORATION DEPARTMENT LANOSCAPESECTION ANINk f �I LANDSCAPELIGHT r III--t-��', 0 HIDA0 CSA LOW VOLTAGE RIGID METAL CONDUIT OR INTERMEDIATE LMD/CFD Nr)SCA# E E -SERIES 1,9TD, E-DCI4 MIN NONMETALLIC RACEWAY --� (I.E. PVC CONDUIT) NONMETALLIC RACEWAY _ (I.E. PVC CONDUIT), I I 17 TYR LZ AND DIRECT BURIAL CABLES FROM ADJACENT LIGHT OR POWER SOURCE TO ADJACENT LIGHT DATE: 01-'916 PR—W15--(T APPLICATION RIVERSIDE COUNTY 7RAN8PORATION DEPARTMENT LANOSCAPESECTION ANINk 10 ■ RE84iENTIAL COMMERCIAL LANDSCAPELIGHT r 0 HIDA0 CSA LOW VOLTAGE RIGID METAL CONDUIT OR INTERMEDIATE LMD/CFD Nr)SCA# E E -SERIES 1,9TD, E-DCI4 UGHTI= C [)FSS GN 1 FL EGTRiCAi_ ENGINEEMNG 25635 Ca SH La 'ijema Saari }Marl rapistIailo, CA 92675 laln J49,203-1333 carscl� eFe�it�iez=rTirl;.G:an'E 30B#t A5-018 BENCHMARK: NGS (NATIONAL GEODETIC SURVEY) DESIGNATION: 71 A 77 PID: OX5558 2 INCH BRASS DISK CEMENTED IN A 2 INCH IRON PIPE IN CONCRETE BURIED 0.4 FEET ELV.+1058.40 (NAVD88) SCALE: EXTERIOR SITE ELECTRICAL NOTES 1. ALL UNDERGROUND SITE LIGHTING CONDUCTORS TO BE #10 AWG COPPER (THHN OR THWN-2) IN 1" SCHEDULE 40 PVC CONDUIT UNLESS OTHERWISE NOTED IN THE PLANS, MINIMUM COVER REQUIREMENTS PER NEC TABLE 300.5 (I.E. 24" BELOW STREETS, 18" IN LANDSCAPING, ETC...) 2. INSTALL (2) 1" CONDUITS (MINIMUM) FOR FUTURE USE FROM EACH HOUSE PANEL OUTSIDE OF THE BUILDING OR PEDESTAL FOUNDATION. 3. INSTALL A MINIMUM OF V CONDUIT FROM THE ELECTRICAL SERVICE EQUIPMENT TO THE FIRST STREET LIGHT. 4. REFER TO STRUCTURAL PLANS (BY OTHER) FOR STRUCTURAL POLE BASE DETAILS FOR ALL POLE LIGHTING FIXTURES. 5. UNDERGROUND PULL BOXES ARE TO BE SIZE 3-1/2 CONCRETE PULL BOXES. ADDITIONAL PULLBOXES MAY BE ADDED TO FACILITATE PULLING OF CONDUCTORS DURING INSTALLATION. PULLBOX COVER SHALL BE BE MARKED "ELECTRICAL". 6. REFER TO DRY UTILITY PLANS (BY OTHER) FOR JOINT TRENCH DESIGN. 7. ALL WIRE (INCLUDING LOW VOLTAGE CABLE) TO BE INSTALLED INA MINIMUM OF 314" PVC CONDUIT. LIGHTING FIXTURE LEGEND LED BULLET ACCENT LIGHT C PER RIVERSIDE LMD STANDARDS FX LUMINAIRE# RW-9LED-FB-PM ELECTRICAL DEVICE LEGEND $ SINGLE POLE SWITCH WR RATED - GFCIPROTECTED RECEPTACLE 1PWP W/ WEATHERPROOF COVER (+18" AFF) ® JUNCTION BOX ® UNDERGROUND PULL BOX ELECTRICAL SERVICE PEDESTAL ® LOW VOLTAGE LIGHTING TRANSFORMER (F) IRRIGATION CONTROLLER VD =='% VOLTAGE DROP ELECTRICAL KEY NOTES NOT USED z❑ NOT USED GFCI PROTECTED "WR" LABELED RECEPTACLE IN WEATHERPROOF BOX WITH COVER: REFER TO DETAIL BELOW. Ej IRRIGATION CONTROLLER. REFER TO IRRIGATION PLANS FOR DETAILS. VERIFY LOCATION INDICATES PANEL NAME AND CIRCUIT NUMBER H 'X INSTALL: F (2) #10 THHN/THWN-CU & (1) #10 CU-:GND IN (314") PVC SCH 40 H. -x INSTALL: Ziz (2) #12 THHN/THWN-CU & (1) #12 CU-GND IN (3/4") PVC SCH 40 MINIMUM COVER REQUIREMENTS I ROADS LANDSCAPING DRIVEWAYS, ALLEYS, AND LOTS PARKING 6" MIN LOW VOLTAGE (>30V) --m�® o 1 LANDSCAPE LIGHTING DIRECT BURIAL CABLE 18" MIN RIGID METAL CONDUIT OR INTERMEDIATE METAL CONDUIT 24" MIN NONMETALLIC RACEWAY --� (I.E. PVC CONDUIT) NONMETALLIC RACEWAY _ (I.E. PVC CONDUIT), RIGID METAL CONDUIT AND DIRECT BURIAL CABLES MS 4279 I.P. NO 140004 COUNTY OF RIVERSIDE TEMESCAL CANYON ROAD STREET IMPROVEMENT PLANS SITE LIGHTING PLAN FOR: W.O. COUNTY FORESTAR TOSCANA, LLC I I FILE NO. SHEET NO.I L6.0, 60 OF6SHTS