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T 1 94 T Lo D6 ti 12+17.57 L DRAIN PIPE; o� \ o h] n o —01 0 a a SEE C TI s ET-1— AI N ti Z O a L ORAIN P1 ey D O y ` 12+93.82 El 113 -• 0 321 8r_ o� cnm ? _ m `�7 20 12, * REGISTF J Fl vw — • � � a � �p � 'A O •A a a N A 14+21.B8 1 h © ---- 1 o w w — _ u °p o 1 1Tt y ) r 14+ mi FYI ` 14+nm 79.88 Q 1299.40 TC— — 1 +8 . e- a 1299.04 ° 9.90 1299. FL 9854 TC I C[TY OF LAXS 0 1299.04 FL I l stStNORa ��! 14+85.40 ° e n DM9 OF COJSTRICTIGN o O p �rn r m 1j aM�� z I` v w R mW a� C yW2�ZOn �Z � c o v. 1v an���m cp W^i��Zn ➢ �' 5=00350 oA�a�<� 1 5-00$22 12+6.16 0313 C/L I RAIN P #4T nc o la b m 2 S=0 0276 D � b cti 0 � I m Ln -4 n � m k m — 0 (A Z m Z �J'J O m 0 C C/) TI w I m ;;u - m < � m m n1 x o zo mo ♦ o4,, � o Z z aIf o� r a b C"4 D � a o spa � u / SPIANKLER LEGEND STREET / SYMBOL MANUFACTIIRERIMODEL A NOZZLE RAD. PSI ROW(OPMO DETAIL NOTES H TT TQ F Van CENTERLINE / :-----IRRIGATION SYSTEM CONTINUES SHRUB HI-POP SPRAY Q T THROUGHOUT SITE. REFER TO INTERIOR ° RAINBIRD 161z $AM-pR$-s-NPEQQ/HON-SITE LANDSCAPE PLANS. Eh S'l o zo A', u-4 (1.2,4) ® RAINBIRD 1812-SAM-PRS-B-NP6 0.52 'A', LA- 15B RAINBIRD 1812-SAM-PRS-IO-NP39 0.79 'A', Lf� RANBIRD 1812-SAM-pRS-12-NP65 'A, URAINBIRD 1812-SAM-PRS-15 2 1.23 1.85 'A', U SHRUB FIXED RIBEfi SPRAY HEADS ROW V RAINBIRD PA-8S-PRS-5-NP H / / /'/ V RAINBIRD PA-BT-PRS-B-NP 4'-5' 30 .20 'B', LI-4 (1,2,4) Q/H 7' 8' 30 0.26 0.52 B', LI-4 (1,2,4) RAINBIRD PA-BS-PRS-IO-NP � �� ��� �✓ � Q/F 9'-10• 30 0.39 1.52 B', LI-4 (1,24) Q/H/F 11'-12' 30 0.65 1.30 RAINBIRD PA- FIRS-PRS-I2-NP 2.60 B', LI-4 (1,2,4) / SFIRUB LARGE RACNUS POP-UP SPRAY FIEAD8 ONSITE IRRIGATION SYSTEM. �,��/ / • ��/ // 17'-18• 30 1.90 2.90 �� 8 C HUNTER PS-04-17-A-NP Q H F LEA SHRUB BUBBLERS / RAINBIRD 1402--NP BUBBLER 30 190 ) F . (1) IN PLANTER AREAS, USE BOTTOM INLET ONLY. (2) CONTRACTOR IS TO USE CHECK VALVES AS REQUIRED TO STOP LOW HEAD DRAINAGE. 32 (3) SYMBOL INDICATES (2)TWO BUBBLERS (4) MARKED FOR FUTURE NON-POTABLE WATER USE /�/ / �j �// / LIMIT OF Nz EQUIPMENT LEGEND WORK ___ ---------------- ------- SYMBOL MANUFACTURER/MODEL N > DETAIL 'NOTES MF-2- / J/ / / - --- ® IRRIGATION WATER METER PER EVMWD STANDARDS 1 2" N A / /if _ © HUNTER ICC-2400M SERIES IRRIGATION CONTROLLER LOCATED IN A STRONG BOX SB-18SSW WALL MOUNT VANDAL RESISTANT ENCLOSURE 24 STA. 'A', LI-3 (1,2,6) t _ 825Y REDUCED PRESSURE BACKFLOW PREVENTER LOCATED IN A STRONG BOX SBBC-45SS VANDAL RESISTANT ENCLOSURE 11/4- 'B', LI-3 (4,6) 23 / - ® GRISWOLD 2160 NORMALLY CLOSED MASTER VALVE / PLAN SIZE 'C', LI-3 (3,6) P-619 BRONZE GATE VALVE LINE SIZE "'D', LI-3 (316) �' • RAINBIRD#33DLRC SERIES QUICK_.COUPLING VALVE ? `�!• /,// f; � - RAINBIRD PEE SERIES ELECTRIC CONTROL VALVE PLAN SIZE 'E', LI-3 x YT RAINBIRD XCZ-100-8-COM DRIP CONTROL ZONE ASSEMBLY O LI ONO T LI-3 (3.8) ZiO PURPLE IRRIGATION MAINLINE: CLASS 315 (24"MIN. CVR) p i�•� J I /2" 'C', LI-4 (3,6) ___ RAINBIRD PRESSURE COMPENSATING MODULES WITH STREET 32 11,6' ` ' 0 0 p XERI-BIRD 8 MULTI-OUTLET EMISSION DEVICE 'E-F', LI-4 CENTERLINE / /� / •\` - CLASS 200 PURPLE PVC NON-PRESSURE LATERAL LINE - 12"MIN. COVER P (5,6) LAN SIZE 'C', LI-4 (3,6) ��/ ✓ /// `����� SCH 40 PVC IRRIGATION PIPE/WIRE SLEEVE - MIN. COVER 24" SEE CHART 'D', LI-4 (3,6) NOT SHOWN OF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT LI-3 - _ SPARE WIRES PULLED (1) LANDSCAPE CONTRACTOR TO COORDINATE ELECTRICAL POWER W/ ELECTRICAL CONTRACTOR S1T PIAN (3) CONTROLLER TO BE EQUIPPED WITH A HUNTER MINI-CLIK SENSOR GUARD RAIN SENSOR PER MANUF. SPEC. NOT TO SCALE O PIPING AND VALVES ARE SHOWN IN HARDSCAPE FOR CLARITY ONLY. LOCATE IN PLANTER AREAS EXCEPT WHEN CROSSING (4) CONTRACTOR TO LOCATE BACKFLOW PREVENTER IN SHRUB AREA AND SCREEN WHENEMER POSSIBLE PAVEMENT. .(5) LOCATE (1) PC-05 EMITTER AT EACH WATERING BASIN AROUND EACH PLANT. LOCATE (6) PC-24 EMITTERS AT EACH TREE WATERING BASIN. ONE XERI-BIRD 8 MULTI-OUTLET DEVICE FOR SHRUB EMITTERS AND (1) FOR ✓ //// / PERMITTEE MUST INFORM COUNTY OF EACH TREE, VALVE TOGETHER. RUN TIME SHALL BE 20 MINUTES PER DAY. CONSTRUCTION SCHEDULE AT LEAST -{L7 (6) EQUIPMENT AND PIPES TO BE MARKED FOR FUTURE NON-POTABLE WATER USE. HOURS IN ADVANCE AT 951-955-6790. ji✓' /, /r ;��� PIPE SIZING CHART APPROVAL BY THE TRANSPORTATION �S,A,oRE PIPE DEPARTMENT IS FOR WORK WITHIN THE EMER 3/4" PIPE ONLY. RIGHT-OF--WAY ONLY 1/4"PIPE 1 1/2" PIPE St SITE IRRIGATION SYSTEM CONTINUES �-- 1/2" PPE 2 3"PIPE THROUGHOUT SITE. REFER TO x 4" PIPE $ INTERIOR ON-SITE LANDSCAPE s PIPE PLANS. STATION#/ oy illy /� SCH 40 PVC SLEEVING CHART DELER 1 1/4" SLEEVE 1-4 WIRES 1/2" PIPE / Flow 11ALV CLASS 200 1 1 f2"SLEEVE 5-10 WIRES 3/4" PIPE y (OPM) E 2"SLEEVE -20 WIRES 1" PIPE PIPE SIZING CHART 2 1/2"SLEEVE 21-30 WIRES 1 1/4" PIPE � 3"SLEEVE 31-40 WIRES 1 1/2" PIPE 10-15 GPM 11-9 GPM 3/4" PIPE"PIPE NORTH3 4"SLEEVE 41-60 WIRES 2" PIPE 16-25 GPM 1 1/4" PIPE 8"SLEEVE 61-99 WIRES 2 1/2"-3" PIPE PRESSURE L0.5'S CALCULATIONS 26-35 GPM 1 1/2" PIPE VICINITY MAP 8"SLEEVE 100+ WIRES 4" PIPE STATION:17 FLOW: 20 GPM 36-50 GPM 2"PIPE ICI I 1 1H2A 10"SLEEVE N/A 6" PIPE LOSS THRU 1 1/2"WATER METER 1.60 PSI ,51-75 GPM 2 1/2" PIPE NOT TO SCALE LOSS THRU 1 1/4" BACKFLOW 8.00 PSI 76-120 GPM 3" PIPE SEC.31, T.5S, R.4W SHEET INDEX: LOSS THRU 1 1/4" MASTER VALVE 2.00 PSI 121-190 GPM 4" PIPE -- LIMIT OF SITE CONSTRUCTION P.O.C. 'A' INFORMATION LOSS THRU 567' OF 2 1/2" MAIN 2.89 PSI LOSS THRU 2 BALL VALRCV V 3.50 PSI SI CONTINUED LANDSCAPE MAINTENANCE 1 IRRIGATION PLAN LOSS THRU 1 1�2" RCV VALVE 3.50 PSI C�-ASIS .3�rJ Underground Service Alert METER TYPE 1 1/2" LOSS THRU LATERAL LINES 1.50 PSI PIPE SIZING CHART PROVIDED BY: JOHN GUELL OF 2 IRRIGATION DETAILS y� WATER TYPE POTABLE ELEVATION GAIN/ LOSS 0.00 PSI a COIL: TOLL FREE STATIC PRESSURE MISC. LOSS THRU FI TfNGS (10%) 2.14 PSI 1-8 GPM 3/4" PIPE SOUTH LAND DEVELOPMENT PER 0 70 PSI TOTAL SYSTEM LASSES 23.63 PSI 9-14 GPM 1"PIPE 3 IRRIGATION DETAILS PEAK DEMAND PRESSURE REQUIRED AT HEAD 30.00 PSI 23-30 GPM 1 1/2" PIPE 4 PLANTING PLAN 1-800 32 GPM 15-22 GPM 1 1/4" PIPE AGREEMENT DATED: 1 SOURCE AT EVMWD (FIRE FLOW TEST 5 PLANTING DETAILS 227-2600 ) AVAILABLE STATIC PRESSURE 70.00 PSI 31-48 GPM 2" PIPE DATE INFO OBTAINED _ REGULATED STATIC PRESSURE - PSI 49-65 GPM 2 1/2" PIPE - RESIDUAL PRESSURE +7.37 PSI 66-100 GPM 3" PIPE -TWO WORKING DAY$BEFORE YOU DIG 101-180 GPM 4" PIPE NOTE: IT N THERIGHT F WAY Y. SEAL-COUNTY COUNTY OF RIVERSIDE SEAL- APE WORK CONTAINED WITHIN THESE PLANS v`t� L��< C.U.P. 3503 IP 060145 SHEET NO. SHALL NOT COMMENCE UNTIL AN QaoF ss TRANSPORTATION DEPARTMENT 4649 Brockton Avenue ENCROACHMENT PERMIT AND/OR A ��°� ` PPROVED Y: ��`�� � `f' .,�'Cy Riverside, CA 92506 COUNTY OF RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. e" _ (951) 369-0700 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR �J " , Fax (9,51) 369-4039 IRRIGATION PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. NO i O4 LAN FRENCH, P.E. http://www.comworksdg.com E4P , a, DATE A' ~ 1r htt www.comworksdg.com IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR CIVi� R.C.E. 457 EXP. 12-31-08 s ��,n.- p4m a•QOU6 DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR DATE 'ecrcA,.�� � 6_ 07 q C? 2V QQ` g�,r= L.A. FITNESS- LAKE ELSINORE FOR DETERMINING B AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS F� PREPARED BY: 211 0 OF 5 SHEETS FOR APPROVAL BY THE coufin. ENGINEER COUNTY R OMME DED BY DATE TF OF (;p.1. DML for TIM R.L.A. 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EQ. 4.'PUNT TABLETS PER PUNTING 10 SPECIFICATIONS 1-I I'1 5. EARTH WATERING BASIN IN _lIlI Ill ROOTBALL e 17 GROUNDCOVER AREAS 1 _II i11. T $ • 9 DIAMETER • 5 6. FINISH GRADE o- 7. ROOTBALL: SET CROWN 2"ABOVE 6 FINISH GRADE 10 8. BACKFILL MIX PER PLANTING 7D.APE, SPECIFICATIONS �DIST.FROM flARDSCAPE: NATIVE SOIL 1. TREE PER PLANTING PLAN 1. SHRUB PER PLANTING PLAN EQUAL TO112THEQ.0 10. WIO�OND MULCH - DEPTH PER PLANTING 2,. ROOTBALL 2. WOOD MULCH- DEPTH PER PLANTING PLAN OTED.SPACIN i1NLESS OTHERWISE 3. STAKE PER 'TREE PLANTING' DETAIL 3. PLANT TABLETS PER PLANTING SPECS / NOTES � 0'_ 4. EARTH WATERING BASIN PER TREE PLANTING' DETAIL ¢, FINISH GRADE NOTE: g, FINISH GRADE 5. EARTH WATERING BASIN (RAKE SMOOTH PRIOR TOPLANTING �� 8 PROVIDE EXPANDABLE TRUNK GUARD IN 6. CP-SERIES ROOTBARRIER BY CENTURY PRODUCTS (714) 632-7083 GROUNDCOVER) g ALL TURF AREAS 7 3/4"-1" CRUSHED ROCK / GRAVEL. TREE PLANTING PIT g, ROOTBALL: SLZ CROWN SLIGHTLY ABOVE FINISH GRADE N 9. COMPACTED BACKFILL MIX PER PLANTING SPECS / NOTES 7, COMPACT BACKFILL MIX PER PUNTING SPECS / NOTES 10. PUNT TABLETS PER PUNTING SPECS / NOTES 2X it. WOOD MULCH - DEPTH PER PLANTING PUNROOT 8. NATIVE SOIL DIAMELL TER A Tree Planting N.Ts. B Root Barrier N:Ts. � Shrub PlantingN.T.S. D Groundcover Spacing N.Ts, A.KEEP AREAS MOIST BY REGULAR IRRIGATIONS FOR A PERIOD OF TWO WEEKS (MINIMUM)TO FERTILIZER PROGRAM: GERMINATE EXISTING WEED SEEDS. 5, ALL TREES AND SHRUBS SHALL BE PLANTED PER THESE NOTES AND AS DETAILED. ALL B.KILL WEEDS WITH CONTACT WEED KILLER PER UCENSED HERBICIDE AGENCY PI ANTIN NG OTES: PUNT MATERIAL SHALL BE OF THE HIGHEST QUALITY AND LARGEST REASONABLE SIZE THREE (3) FERT4LIZER APPUCA710NS ARE TO BE APPLIED TO ALL PUNTING AREAS AT THIRTY 1. GENERAL-ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CITY AND AVAILABLE FOR THE SPECIFIED CONTAINER SIZE (WITHOUT BEING ROOT BOUND). SHRUB SPECIFICATIONS. AFTER COMPLETE WEED KILL, REMOVE WEED RESIDUE AND TOP CTOR 30 DAY INTERVALS USING THE FOLLOWING FORMULA: COUNTY CODES AND THESE PLANS. MATERIALS SHALL BE VIGOROUSLY GROWING, HEALTHY PUNT MATERIAL, FULL AND BUSHY; CONTRACTOR CODES AND T14 E PLANS. INSPECT THE SITE AND VE�RIFYA L WORK LANDS ATHIS OF HINES WHOLESALE NURSERY/ MONROVIA NURSERY COMPANY QUALITY OR EQUAL THE 12. PRE-EMERGENT PROGRAM R PRIOR R INSTALLATION OF GROUND COVER, CONTRACTOR 5 LBS 16-16-16 COMMERCIAL FERTILIZER PER 1000 SO. FT. A. THE LANDSCAPE ARCHITECT WILL APPROVE ALL PUNT MATERIAL WHEN SPOTTED FOR PUNTING, SHALL INSTALL APER-EMERGENT HERBICIDE, EPTAM OIR EQUAL,TO ALL PROPOSED DIMENSIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENT OF AND WILL NOT HESITATE TO REJECT ANY MATERIAL OF QUESTIONABLE QUALITY, OR OF LESS rROUND COVER AREAS PER MANUFACTURER'S RECOMMENDATIONS. CONTRACT. WORKER'S COMPENSATION, PUBLIC LIABILITY,AND THAN THE LARGEST REASONABLE SIZE MATERIAL.AVAILABLE. ALL SPECIMEN MATERIAL CONTRACTOR SHALL CARRY ALL WORKS THE LANDSCAPE ARCHITECT FOR THIS PROJECT WILL BE AVAILABLE AT VALLEYCONTRACTOR 13 COINNTRACT PERIOD. MAINTENANCE SHALL CONSIST OfLPR PER WTED AFER AREAS N7ATIONOUT HE EXPENSE,AFTER LANTAGRONOMIC SOILS E GRADING HAS BEEN TEST.COMPLETED, ATHEETEST TSHALL BE PERFORMED HE CONTRACTOR LBY AN OBTAIN. APPROVED B. THE COM PROPERTY DAMAGE INSURANCE AS REQUIRED BY:OWNER. TAGGED BY HE AND TREE NURSERY. OR OTHER SOURCE EQUAL IN QUALITY SOIL TAB AND SHALL INCLUDE ALL T. THE ABOVE INFORMATION. THE RECOMMENDATIONS O C. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR SAME. SHALL PURCHASE SEATAGGED MATERIAL,ARRANGE DELIVERY, PAY FOR SAME,AND INSTALL PER WEEDCONDING.AND GENERAL CLEAN-UP. PLANTS SHALL BE KEPT IN A HEALTHY GROWING THIS REPORT SHALL TAKE_PRECEDENT OVER THE ABOVE QUANTITIES ONLY WHEN THEY D. ALL IRRIGATION WORK SHALL HAVE BEEN INSPECTED AND APPROVED BY THE LANDSCAPE PLAN EXCEED THE SPECIFIED MINIMUMS. ARCHITECT PRIOR TO BEGINNING ANY GROUND COVER PLANTING WORK. _ E. THE OWNER'S SUPERINTENDENTRI Al, WORK INSPECT THE ON AND FIFTEEN GALLON PLANT MATERIAL AS APPROXIMATELY SPOTTED IN THE PUNTING WORK PRID THE WILL 6. THE LANDSCAPE ARCHITECT SHALL APPROVE THE LOCATION OF ALL OF THE ONE GALLON, 14. UPON THE BLISHMSNAND TIRE LANDSCAPE ARCHITECTS WRITTEN SAL OF ALL PHASES COMMENCE LANDSCAPE ARCHITECT AND COORDINATE ALL INSPECTIONS. _ FIVE GALL OF PLANTING INSTALLATION AND SHALL BE FOR NINETY(90) CONTINUOUS CALENDAR DAYS. WORKMANSHIP FIELD BY THE CONTRACTOR. ALL BOXED MATERIAL SHALL A STAKED FOR LOCATION PLANT ESTABLISHMENT WORK SHALL INCLUDE THREE(3) FERTILIZER APPLICATIONS TO ALL SOIL PREPARATION / BACKFILL NOTE° F. TCHOOPERATION OFOAND FLEXIBILITYI AND MATERIALS S EXPECTED OF THE CONTRACTOR TOWARD WORKING WITH APPROVAL PRIOR TO PLANT PIT EXCAVATION. PRIOR TO PLANTING,THE OWNER'S E ALL SPECIMEN TREES. PLANTED AREAS DURING THIRTY (30) DAY INTERVALS DURING THE PUNT ESTABLISHMENT REPRESENTATIVE WILL SELECT THE BEST SIDE AND FAC THE OWNER/LANDSCAPE ARCHITECT IN PRODUCING THE BEST POSSIBLE PRODUCT. (REFER TO FERTILIZER PROGRAM NOTE FOR TYPE AND APPLICATION RATES). TO ALL NEW PLANTING AREAS (SHRUB AND GROUND COVER), ROTOTILL THE FOLLOWING UPON COMPLETION OF EACH PHASE OF WORK,714E CONTRACTOR SHALL THOROUGHLY AMENDMENTS: G. CLEAN THE SITE OF ALL ACCUMULATED RUBBISH, DEBRIS,AND OTHER EXTRANEOUS 7, TREE TIES SHALL BE"TWIST-BRACE"AVAILABLE FROM SPECIFICATIONS. IONS. U OF OOD SORE CA 15 PLANT ESTABLISHMENT PROCEDURES -THE GENERAL CARE AND MAINTENANCE OF ALL MATERIAL.. ON19)F4 WOOD STAKES`USE FOLLOWS:BOLT TUFOR METAL STAKES.NS. USE W000 SCREWS AREAS SHALL CONSIST OF PROPER WATERING, FERTILIZATION,WEEDING, CLEAN-UP,AND AS _ FOLLOWS: 'NITROMULCH' SOIL AMENDMENT - 3 CU.YDS. PER 1000 SQ. FT' 2. SCOPE OF WORK -CONTRACTOR O LSHALLLE�UREILANALL MATERIAL, TLABPRLA TRAMTING AREAS AS ROOTED A.CULTIVATE AND WEED AT NOT LESS THAN TEN (10)WORKING DAY INTERVALS. 16-16-16 COMMERCIAL FERTILIZER - 12 LBS. PER 1W0 SQ. Ff. EQUIPMENT AND PROPERTY 6. FLIT pRINLDINER SUNLESS OTHERWISE AND SHALT-BE PLANTED IN INDICATED ON,OR REASONABLY IMPLIED BY THE DRAWINGS AND OR NOTES. B.THREE A FERTILIZER APPLICATIONS PER NOTE ABOVE WITH FERTILIZE AT THE RATE AND BACKFILL MIX FOR TREES, SHRUBS,AND VINES SHALL BE?S FOLLOWS: RO THEWS CONTINUOUSLY UNDER ALL TREES AND SHRUBS IN TFfEAREAS AS DESIGNATED ON FORMULA AS INDICATED IN THE SOIL PREP/BACKFILL MOTE. A. INCLUDEDG ITEMS: S ART OF GRADINGEWORK ALL OUT T NOT PUNTINE NECESSARILY PREPARATION IT ARE PLANTING THE PLANS AND AT THE SPACINO INDICATED IN THE LEGEND. ALL GROUND COVER AND C.CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEMS IN A LIKE NEW, OPERATING FOLLOWINSHRUB AREAS SHALL HAVE A MINIMUM DEPTH OF 3"SHREDDED WALK ON BARK MULCH, 1" CONDITION,ADJUSTING HEAD HEIGHT,THROW AND SPRAY ARCS AS NECESSARY. THE 6 PARTS BY VOLUME ON-SITE SOIL AND TREE HOLES; FURNISHING AND INSTALLATION OF ALL PUNT MATERIALS; PROVIDING IN DIAMETER D.CONTRACTOR IS RESPONSIBLE FOR PROPER WATERING OF ALL PLANTED AREAS,AND SHALL ¢ PARTS BY VOLUME ORGANIC AMENDMENT AS ABOVE MAINTENANCE THROUGHOUT THE PROJECT PERIOD; PROVIDING-PLANT ESTABLISHMENT WORK REPLACE ANY MATERIAL DAMAGED DUE TO IMPROPER MOISTURE. 's THROUGHOUT THE SPECIFIEDU TER�IOALD;AN WORKAND MANSHIP FOR OF ALL LANDSCAPPERIOD OF 0> E1) R• ANY CONCENTRATED DEVELOPMENT OF WEED GROWTH THAT MAY APPEAR IN PUNTING 1 LB. 16-16-i6 COMMERCIAL FERTILIZER PER CU. YD. OF MIX GUARANTEE OF ALL 9. TO ALL PLANTING AREAS AND PRIOR TO IRRIGATION SYSTEM INSTALLATION. CROSS RIP OR OTHERWISE TILL 12" DEEP. AFTER CROSS RIPPING, ROTO-TILL SOIL PREP AMENDMENTS 6" AREAS DURING PLANT ESTABLISHMENT PERIOD SHALL BE REMOVED AT THIRTY(30) DAY 2 LBS. IRON SULFATE PER CU.YD. OF MIX DEEP (SEE SOIL PREP/ BACKFILL NOTE). INTERVALS. THE CONTRACTOR MAY ELECT TO REMOVE SUCH CONCENTRATIONS OF WEEDS 3. THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS OVER 2" DIAMETER, DEBRIS AND MANUALLY OR BY AN APPROVED HERBICIDE PROGRAM. 'NITROMULCH' SOIL AMENDMENT AVAILABLE FROM 'KELLOG SUPPLY, INC.' (800) 232-2322 OTHER EXTRANEOUS MATERIAL FROM THE JOB SITE IN A LEGAL MANNER PRIOR TO E.DURING THE COURSE OF THE MAINTENANCE WORK,THE CONTRACTOR SHALL REMOVE PROCEEDING WITH ANY WORK UNDER THIS CONTRACT. 10.FOR BACKFILL AROUND TREES AND SHRUBS, USE THE FORMULA IO INDICATED IN THE SOIL SURPLUS MATERIALS AND DEBRIS FROM THE SITE AND SHALL KEEP THE PREMISES IN A PREP / BACKFILL NOTE. MIXING SHALL BE DONE AT ONE LOCATION. NEAT AND CLEAN CONDITION AT ALL TIMES. 4• THE OWNER U SHALL DING A� EMINOR ROUGH GRADE DE TO WITHIN EARTNi BERM AND OF AND 1SL0 ET SHAPES OF FINISH 11,WEED ABATEMENT-TO ALL PLANTING AREAS,AFTER EARTHWORK, INSTALLATION OF F. DURING THE PUNT ESTABLISHMENT PERIOD,THE CONTRACTOR SHALL 8E RESPONSIBLE FOR IRRIGATION SYSTEM AND SOIL PREPARATION,THE FOLLOWING WEED ABATEMENT WORK SHALL MAINTAINING ADEQUATE PROTECTION FOR ALL PLANTING AREAS. ANY DAMAGED AREAS PROVIDE FINISH GRADE IN PLANTING AREAS TO 1% MIN RdUM FLOW. FINISH GRADES SHALL IR DONE: SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. BE 2"BELOW ADJACENT WALKS, CURBS, DRIVEWAYS, Etc. IN GROUND COVER AREAS ANDBE HI Soil Prep Fertilizer NIA 1"BELOW IN TURF. - E Plantina Notes Underground Service Alert e "0 Calk TOLL FREE NORTH q 1-800 227-2600 I .� CUP #3503 IP#060145 SHEET No. sEAL- APE COUNTY OF RIVERSIDE TWD WORMFING DAYS BEFORE YOU DIG SEAL-COUNTY COUNTY OF RIVERSIDE SCAPf 4649 Brockton Avenue wIT H R F Y. TRANSPORTATION DEPARTMENT �o q Riverside, CA 92506 PLANTING DETAILS NOTE: ¢oFEsslo � � WLONeY 9y (951) 369-0700 WORK CONTAINED WITHIN THESE PLANS o° FR 'w< PPROVED Y: `` - Fax (951) 369-4039 SHALL NOT COMMENCE UNTIL AN _ : s _. http://www.comworksdg.com L.A. FITNESS- LAKE ELSINORE ENCROACHMENT PERMIT AND/OR A * *' IiflGl illl► p 20' 40' �' of 5 SHEETS GRADING PERMIT HAS BEEN ISSUED. no.�yzoz ALAN FRENCH, P.E. DATE \� A MR.12-31- R.C.E. 45 XP. 12-31-08 PREPARED BY: 1 FOR: SOUTHUND W.O. COUNTY © N THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR `I? 111-a �s 0 R.L.A. N0. SCALE: 1"=20' FILE N0. 7 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. AP DATE 9}ea�U�o"P A E f9lF OF Cp\�F�� DML for T M EXP. DATE 10 31 07 DEVELOPMENT IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPRWAL OR DATE BY MARK RE OMME BY DATE DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE REVISIONS COUNTY FOR DETERMINING AN ACCEPTABLE SOLUTION AND RENSING THE PUNS ENGINEER FOR APPROVAL BY THE COUNTY.