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HomeMy WebLinkAbout2042633601 Ortega (Lake Elsinore) Landscape CD 3-29-23 LANDSCAPE & STRUCTURAL PLANS FOR TEAM CONTACTS INDEX OF DRAWINGS DALE WATSON SHT.# TITLE ORTEGA BATTERY ENERGY STORAGE SYSTEM STANTEC CIVIL ENGINEER/ 38 TECHNOLOGY DR LANDSCAPE: PROJECT MANAGER IRVINE,CA 92618 (949)923-6933 L1 LANDSCAPE COVER SHEET PRIYATOSH REY L2 LANDSCAPE NOTES&CALCULATIONS STANTEC L3 LANDSCAPE PLANTING PLAN 29970 CAMINO DEL NORTE, REN ,NEV ELANE,SUITE 103 STRUCTURAL REND,NEVADA 89511 (775)398-1219 L4 LANDSCAPE IRRIGATION PLAN MAISHA RUTH L5 LANDSCAPE PLANTING DETAILS LAKE ELSINORE, CA STANTEC L6 LANDSCAPE IRRIGATION DETAILS 1383 N MCDOWELL BLVD STE 250 L7 LANDSCAPE DRIP IRRIGATION DETAILS LANDSCAPE ARCHITECT PETALUMA,CA 94954 (707)658-4707 L8 SITE DETAILS L9 SITE DETAILS L10 LANDSCAPE SPECIFICATIONS STRUCTURAL: S1 GENERAL NOTES AND TYPICAL WALL DETAILS CONSTRUCTION NOTES PLANT STOCK REQUIREMENTS S2 TYPICAL WALL DETAILS GENERAL: CONTRACTOR TO PROVIDE PLANT MATERIALS THAT MEET THE AAN 1. CONTRACTOR IS TO CONDUCT A FIELD REVIEW AND IS TO BE FAMILIAR WITH ALL EXISTING B. TESTING TO INCLUDE TEXTURE,pH,INFILTRATION RATE,SOLUBLE SALTS,SODIUM,% AS FOLLOWS: AND PROPOSED UTILITIES AND SUBSURFACE FEATURES PRIOR TO START OF WORK. SEE ORGANIC MATTER AND RECOMMENDATIONS. FORWARD ALL ANALYSIS TO THE STANTEC 1.NO"S".GIRDLING,KINKED OR CIRCLING ROOTS. PROJECT DATA ARCHITECTURAL SITE PLANS AND CIVIL PLANS. LANDSCAPE DEPARTMENT. CONTRACTOR SHALL INSTALL SOIL AMENDMENTS,AS 2.NO TREES THAT HAVE BEEN TOPPED. 2. ALL MATERIALS AND EQUIPMENT SHALL BE PROVIDED AND INSTALLED AS SHOWN ON THE RECOMMENDED OR BETTER,TO CORRECT FOR PROBLEMS NOTED BY THE SOIL REPORT. 3.NO WOUNDS IN TRUNKS BARK OR LIMBS. C. CONTRACTOR TO PROVIDE LABELS AND P.O'S OF PRODUCTS USED TO OWNER'S 4.BE INSECT AND PEST FREE. PLANS,IN THE DETAILS AND AS DESCRIBED IN THE SPECIFICATIONS,EXCEPT AS NOTED PROJECT ADDRESS: 29970 CAMINO DEL NORTE,LAKE ELSINORE OTHERWISE. REPRESENTATIVE. 5.NO TREES WITH NURSERY STAKES THROUGH THE ROOT BALL. 3. ALL UTILITIES AND EXISTING IRRIGATION ARE TO BE PRESERVED AND PROTECTED IN PLACE. 6.TREES TO BE UPRIGHT AND PLUMB. 19. SOIL CONDITIONING(MINIMUM FOR BIDDING-SEE SOILS TESTING CONSTRUCTION NOTE) 7.ALL GRAFTS TO BE HEALTHY. OWNER: EXISTING REMOTE CONTROL VALVES SERVICING ADJACENT AREAS MUST REMAIN IN A. CONTRACTOR TO BID SOIL AMENDMENTS AND FERTILIZERS AS INDICATED BELOW AND OPERATION DURING THE COURSE OF THE PROJECT. SHOULD THERE BE ANY DISRUPTION IN 8.ALL PLANTS TO SHOWN HEALTHY VIGOR. WATER SERVICE AS RESULT OF THIS WORK AND PLANTS IN ADJACENT AREAS DIE,THE ROTOTILL,MAKING REPEATED PASSES WITH THE CULTIVATOR TO THE DEPTH SPECIFIED UNTIL 9.SUBSTITUTIONS MUST MEET THE DESIGN CRITERIA FOR HEIGHT Honeywell �, Hecate Grid CONTRACTOR WILL BE RESPONSIBLE TO REPLACE PLANTS IN LIKE KIND.THEREFORE THE THE AMENDMENTS HAVE BEEN THOROUGHLY MIXED. AND WIDTH ALONG WITH LEAF AND BLOOM COLOR. CONTRACTOR MAY BE REQUIRED TO HOOK UP TEMPORARY IRRIGATION OR HAND WATER ROTOTILL THE FOLLOWING INTO THE TOP 8 INCHES OF SOIL AT THE SPECIFIED RATES FOR THE DURATION UNTIL PERMANENT REPAIRS CAN BE MADE.THE CONTRACTOR WILL BE PER 1,000 SQUARE FEET OF AREA: HONEYWELL USA HECATE GRID LLC RESPONSIBLE TO REPLACE IN LIKE KIND. 6 CUBIC YARDS ORGANIC COMPOST WWW.hOneywell.COm www•hecateenergy.com 20 LBS.OF ORGANIC FERTILIZER EQUAL TO 16-8-8 CONTROLLED RELEASE FERTILIZER. Charlotte,NC 28202 Chicago,IL 60661 4. THE CONTRACTOR IS REQUIRED TO PROVIDE THE QUANTITY OF MATERIALS SHOWN ON THE SHOULD SOILS TEST RESULTS REQUIRE ADDITIONAL CONDITIONING AND FERTILIZERS,THE PLAN DRAWING. QUANTITIES IN THE LEGEND ARE MERELY A GUIDE. QUANTITIES SHOWN ON CONTRACTOR MAY BE ENTITLED TO ADDITIONAL MONIES ABOVE BID. CONTRACTOR TO SITE GROSS S.F.: 1.79 ACRE THE DRAWING TAKE PRECEDENCE OVER QUANTITIES LISTED IN THE LEGENDS. SUBMIT REQUEST FOR ADDITIONAL MONIES TO THE LANDSCAPE ARCHITECT AND OWNER IT IS THE CONTRACTOR'S RESPONSIBILITY TO AND TO INCLUDE BACKUP DOCUMENTATION. OBTAIN THE MOST CURRENT AND APPROVED LANDSCAPE PLANS PRIOR TO THE START OF LANDSCAPE AREA: 8,825 SQ.FT. 5. FINAL CERTIFICATION OF THE LANDSCAPE INSTALLATION AND IRRIGATION AUDIT MAY BE B. BACKFILLING: REQUIRED BY BOTH THE CITY AND LANDSCAPE ARCHITECT,CONTRACTOR TO CONFIRM WORK. CERTIFICATION REQUIREMENTS AND TO CONTACT STANTEC 48 HOURS PRIOR TO 1. BACKFILL THE SIDES ONLY OF PLANTING PITS WITH THE SPECIAL BACKFILL MIX COMPLETION OF INSTALLATION WORK TO ARRANGE FOR THE REQUIRED SITE REVIEW AS HEREIN SPECIFIED PER SOILS TEST RESULTS. ZONING DISTRICT: G2 GENERAL COMMERCIAL PART OF THIS CERTIFICATION. 2. WATER-SETTLE BACKFILL THOROUGHLY OR COMPACT BY OTHER APPROVED METHOD PRIOR TO PLANTING SO PLANTS DO NOT SETTLE. 6. CONSTRUCTION WASTE TO BE RECYCLED PER LOCAL CODES AND REQUIREMENTS 3. SPECIAL BACKFILL MIX FOR PLANTING HOLES: A. MATERIALS: 90 PERCENT 7. OBTAIN ALL MATERIALS LOCALLY(WITHIN 50 MILES)AS POSSIBLE. I.NATIVE SOIL.10 PERCENT AMENDED 8. REFER TO ARCHITECTURAL AND CIVIL PLANS FOR DESCRIPTIONS OF ELEMENTS NOT II.NATIVE SOIL CONTRACTOR PROUCT SUBMITTALS VICINITY MAP IDENTIFIED ON THIS PLAN. B. MIXING: I.PREPARE THE MIX IN STOCKPILES ON SITE;DO NOT MIX AT EACH INDIVIDUAL PLANTING HOLE. NOT TO SCALE PLANTING: II.MIX THOROUGHLY,LEAVING NO LAYERS OF SOIL AMENDMENTS OR CLODS CONTRACTOR TO PROVIDE THE FOLLOWING AS A SUBMITTAL FOR C.FERTILIZER TABLETS: PLACE TABLETS IN THE BACKFILLED PLANTING HOLES PER THE REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT AND OWNER: 9. ALL NEWLY PLANTED AREAS SHALL HAVE A 2"LAYER OF ORGANIC COMPOST ROTOTILLED MANUFACTURER'S PRINTED RECOMMENDATIONS AT THE FOLLOWING RATE: 1. SHOP DRAWINGS OF CMU WALL,ALL GATES AND HARDWARE. TO A DEPTH OF 4"AND TOPDRESSED WITH 3/8"MINUS DECOMPOSED GRANITE WITH Q- ORGANIC STABILIZER,TO A MIN.DEPTH OF 3". COLOR:TAN. 1 GALLON-1 TABLET 15 GALLON-4 TABLETS 36"BOX-8 TABLETS 2. MATERIAL SAMPLE OF CMU WALL AND TOP CAP. Z 5 GALLON-2 TABLETS 24"BOX-6 TABLETS 3. SAMPLE OF DECOMPOSED GRANITE. Z� EQUIPMENT AREA TO BE 3/4"GRAVEL TO A MIN DEPTH OF 3". COLOR: GREY. 4. SUBMITTAL OF ALL PLANTING AND IRRIGATION MATERIALS, O SITE 21.. NOT USED 2 NOT USED INCLUDING PHOTOS OF LANDSCAPE PLANT MATERIALS LISTING LOCATION 10. OBSERVE THE FOLLOWING MINIMUM SETBACK DISTANCES FOR TREE PLANTING: THE CONTAINER SIZE,QUANTITY AND VARIETY. 09 BETWEEN STREET TREES =15 FT. IRRIGATION: �2 DRIVEWAY CUTS = 10 FT. 0 22. ELEMENTS OF THE GENERAL CONTRACT CONDITIONS ARE APPLICABLE TO THIS WORK. FIRE HYDRANTS = 15 FT. ANY DISCREPANCIES OR INCONSISTENCIES NOTED SHALL BE IMMEDIATELY BROUGHT TO O� THE ATTENTION OF THE PROJECT ENGINEER FOR RESOLUTION.IF A DISCREPANCY UTILITY BOXES,MANHOLE AND OTHER UTILITY VAULTS,TELEPHONE =5 FT. EXISTS BETWEEN WATER PRESSURE TESTED ON-SITE AND NOTED ON PLAN, ��F2Tt�,n �O AND OTHER UTILITY POLES,GAS AND WATER METER,AND MAINS CONTRACTOR SHALL IMMEDIATELY NOTIFY PROJECT ENGINEER. 11. ALL SURFACE AND SUB-SURFACE SWALES,DRAINAGE STRUCTURES AND 23. ALL IRRIGATION EQUIPMENT TO BE PLACED IN PLANTERS AND TO BE ROUTED AROUND 9TF TF PATTERNS SHALL BE MAINTAINED. LIGHTS AND OTHER OBSTRUCTIONS.LOCATE CONTROL VALVES IN EASILY ACCESSIBLE AREAS OF SHRUB BEDS. S 12. A LICENSED LANDSCAPE MAINTENANCE CONTRACTOR WILL BE RETAINED TO PERFORM LONGTERM ROUTINE MAINTENANCE DUTIES. 24. P.R.V.TO BE INSTALLED IF PRESSURE EXCEEDS 80 P.S.I.FOR NEW IRRIGATION SERVICE. r 13. LOCATIONS AND QUANTITIES OF EXISTING LANDSCAPE MATERIALS ARE APPROXIMATE. 00 o CONTRACTOR IS TO FIELD CONFIRM THOSE PLANT MATERIALS TO BE REMOVED OR 25. EXACT LOCATION AND POWER SUPPLY FOR CONTROLLER TO BE DETERMINED ON �F`� RETAINED PRIOR TO THE START OF WORK. SEE NOTE 15,BELOW. SITE BY FIELD ENGINEER. NORTH 14. NOT USED 26. IRRIGATION AUDIT MAY BE REQUIRED PER CITY FOR CERTIFICATE OF OCCUPANCY. SEE DIG NOTE 5,SHEET L1. A L RT15. EXISTING LANDSCAPING TO REMAIN IN THE SWALES AND ON STEEP SLOPES TO BEs PROTECTED FROM DAMAGE DURING CONSTRUCTION.SEE NOTES ON PLANTING PLAN 27. ADJUST ALL SPRINKLERS,EMITTERS AND BUBBLERS TO AVOID OVER SPRAY ON FOR REPLANTING OF DISTURBED SLOPES. WALKS,BUILDING WALLS OR MONUMENT SIGN OR PROVIDING EXCESS WATER. 16. SLOPES: COIR MAT TO BE USED ON ALL SLOPES 3:1 OR GREATER AT FINAL GRADING. 28. RUN CONTROL WIRES IN CONDUIT FROM CONTROLLER TO NEAREST PLANTER. SEE DETAIL ON SHEET L5. SEE CIVIL SHEETS FOR SITE GRADING DESIGN. e 29. CONTRACTOR TO FIELD CONFIRM IF GRADE CHANGES REQUIRE INSTALLATION 17. NOT USED ' I HAVE PREPARED THESE PLANS IN COMPLIANCE WITH THE OF AN INLINE CHECK VALVE PRIOR TO POLY PIPE RUN,AND TO INSTALL AS 18. SOIL MANAGEMENT REPORT: NEEDED. NO LOW EMITTER DRAINAGE OR PIPE DRAINAGE ALLOWED,TYP. CRITERIA OF AB 1881 WATER CONSERVATION IN THE PLANTER SOIL SHALL BE AMENDED PER THE SOIL CONDITIONING NOTE BELOW FOR LANDSCAPE ORDINANCE AND WITH THE CITY MUNICIPAL BIDDING AND ADJUSTED PER THE RESULTS AND RECOMMENDATION OF THE 30. 100%HEAD TO HEAD OR POINT SOURCE COVERAGE IS REQUIRED. CONTRACTOR TO eAA�-A L CODE,AND HAVE APPLIED THEM ACCORDINGLY FOR THE oo-2(� _ REQUIRED POST GRADING LABORATORY SOIL ANALYSIS: ADD ADDITIONAL DRIPLINE AND BUBBLERS AS NEEDED AT NO EXTRA CHARGE. o 2600 EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. A.CONTRACTOR SHALL OBTAIN A SOIL TEST IN ORDER TO CONFIRM SOIL COII 2 Full Working Days In Advance CONDITIONING AND AMENDMENTS. SOIL SAMPLES SHALL BE COLLECTED AFTER GRADING OPERATIONS AND PRIOR TO THE INSTALLATION OF LANDSCAPE MATERIALS. CONTRACTOR SHALL CHOOSE 4 PLACES ON SITE,DIG 12"DOWN,MIX 4 SAMPLES IN A BUCKET,AND SEND APPRAISAL. CONTRACTOR LANDSCAPE ARCHITECT SIGNATURE DATE SHALL FOLLOW LABS RECOMMENDED AMENDMENT AND FERTILIZE SCHEDULE. if MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT ANDOR CITY AND STATE LAWS PREPARED BY CITY OF LAKE ELSINORE SHEET 1 AND HAVE BEEN FOUND ACCEPTABLE ® Stantec LANDSCAPE COVER SHEET SHEET NUMBER: 38 TECHNOLOGY DRIVE,SUITE 100 10 IRVINE,CA 92618 SCALE: BENCH MARK: OF SHEETS 949.923.6000 stantec.com N.T.S REMON HABIB,RCE No.83156 DATE ORTEGA BESS PROJECT No. CITY ENGINEER DATE: 29970 CAMINO DEL NORTE CITY OF LAKE ELSINORE 2/16/2023 LAKE ELSINORE,CALIFORNIA 2042633601 MAINTENANCE SCHEDULE La Planting Type Annual Maintenance Pnocedure ACCEPTABLE PLANT SIZES,VARIETIES &CONDITIONS AT TIME OF PLANTING: SEE LANDSCAPE SPECIFICATIONS FOR ADDITIONAL MAINTENANCE REQUIREMENTS Winter Spring Summer Fall 2Yre 5Yrs 10•Yre SIZES HEIGHT X SPREAD CALIPER 1.1 PLANT MATERIALS Planting A. MAINTENANCE OF PLANTING: Fenili.tinn April June Sept. Note Note Note SHRUBS: 1. CONTINUOUSLY MAINTAIN ALL PLANTINGS IN AREAS INCLUDED IN THE CONTRACT FROM M°lcn Nole2 Notes 1 GALLON 18"X 12" --- THE BEGINNING OF CONTRACT WORK,DURING THE PROGRESS OF WORK,AND FOR A Peat control x Note 5 GALLON 36"X 30" --- MINIMUM OF A 90 DAY PERIOD AND A MAXIMUM OF 120 DAYS PER CONTRACT WITH Plant Repair x x Pruning 15 GALLON 48"OR 75/o o OF MATURE HEIGHT AS LISTED N PLANT LEGEND OWNER/GENERAL CONTRACTOR. MAINTENANCE PERIOD BEGINS AT THE COMPLETION OF x ALL WORK OR FINAL ACCEPTANCE OF ALL CONTRACT WORK BY THE OWNER'S 290FTREES: REPRESENTATIVE. Planting Notez8 Notes Notes Fetluiza[lon April Jane Sept. 15 GAL 7-8'X 2'-3".75" 2. TREE/SHRUB CARE: Mulch 24"BOX 9-10'X 4'-5'1.75" a. INSECTICIDES,HERBICIDES,FUNGICIDES SHALL BE THE FINEST QUALITY OBTAINABLE. Pest Control x 36"BOX 12-14'X 6'-7'2.75" b. CHEMICALS SHALL BE DESIGNED FOR THE PROBLEM AND APPLIED IN A Tdmmingx 48"BOX 16-18'X 8-9'3.25" PROFESSIONAL MANNER. Wood Control x x c. PRUNING SHALL BE DONE BY QUALIFIED PROFESSIONAL USING APPROVED Mow Asr,atladwheuTO Reaches 3"andmowtoaHGT.of1.5"DonotScalp PLANTS SHALL BE HEALTHY WITHOUT PESTS OR DISEASE AND SHALL NOT METHODS/TECHNIQUES. Fenil,Lawns x x _ BE OVERGROWN; SHOW KINKED OR CIRCLING ROOTS;HAVE DAMAGED d. PRUNE ONLY TO CORRECT MIS-SHAPING,ENCROACHMENT OR REMOVE OR TWISTED TRUNKS;SHOW A PRESENCE OF HEAVILY MATTED OR DAMAGED/DEAD WOOD. Planting x Note 10 Note 10 Note 10 Note 10j0,10,10 e. AVOID MAJOR PRUNING DURING SUMMER MONTHS:POTENTIAL DAMAGE IS Fertilization April June Sept. WOODY PERIPHERAL ROOTS;OR BE SO RECENTLY CANNED THAT THE PREVALENT. Mulch ROOT SYSTEM IS NOT THOROUGHLY DEVELOPED THROUGHOUT THE CAN. Pest Control x x f. REMOVE WEEDS THROUGH MANUAL METHODS ONLY. Pl,mtRepair x TREES USED IN PLANTER FINGERS OF PARKING LOTS OR AS STREET SHADE g. CONTROL DISEASE AND INSECT INFESTATIONS WITH APPROVED CHEMICALS. Peening x TREES SHALL HAVE A HIGH BRANCHING BY GROWTH OR PRUNING TO A 4' h. FERTILIZE TREES/SHRUBS AT 60 DAYS WITH A BALANCED ORGANIC 15-5-7 SLOW CLEAR HEIGHT. RELEASE FERTILIZER AT MANUFACTURER'S RECOMMENDED RATES. Lands ca MAXIMUM APPLIED WATER ALLOWANCE PROJECT#: Lake Elsinore i. RESTAKE AND RE-TIE TREES AS NEEDED ACCORDING TO TREE GROWTH,USING wiener Spring Summer Fall THE CONTRACTOR IS TO BE CAREFUL IN ORDERING PLANTS WHICH ARE MAWA=(ETo)x(0.62)x[(0.45 x LA)+(0.55 x SLA)] ORIGINAL METHODS AND MATERIALS SPECIFIED. AVAILABLE IN BOTH GROUND COVER,SHRUB OR STANDARD FORMS AND IS j. TRIM TREES AT SIDEWALKS AND ROADWAYS TO PROVIDE T VERTICAL CLEARANCE Flash x TO PLACE THE PLANT ORDER PER THE LEGEND GROUPING DESIGNATION; ETo" MINIMUM. TestCoutroliar April HEIGHT FOR THE MATURE PLANT AND OTHER LEGEND NOTES OR VARIETY 50.10 ETo(inches/year) al k. TRIM TREES AND SHRUBS TO ENSURE SIGN VISIBILITY. Vaall ves Test a Test diaat x x x x NAME. Enter total project Landscaped Area 8,825. LA(square feet) v x x x I. SHRUBS AND TREES ADJACENT TO ROADWAY INTERSECTIONS TO BE TRIMMED TO Full Audit x Enter Special Landscaped Area 0.06 SLA(square feet) PROVIDE ADEQUATE SITE DISTANCE FOR ENTERING/EXITING VEHICLES. RESULTS: 3. REPLACEMENTS: IMMEDIATELY REPLACE ANY PLANT MATERIALS THAT DIE OR 123,355 MAWA(gallons/year) ARE DAMAGED.REPLACEMENTS SHALL BE MADE TO THE SPECIFICATIONS AS 164.91 MAWA(100 CF/year) REQUIRED FOR ORIGINAL PLANTINGS. Note 1:Re-Prune I...branches Note 2:Prune lower benches that will form a hazard.Do not prune leader. 4. CONDITION OF PLANTINGS AT THE END OF THE MAINTENANCE PERIOD: Note 3:Prune back woody branches of shrubs where this Mllimprovelockofshrub.Do not shear shrubs. ••EtD Values derived from Appendix A of the CA Model Water Efficient Landscape Ordinance,CA Dept.of Water a. ALL PLANT MATERIALS SHALL BE LIVE,HEALTHY,UNDAMAGED,AND FREE FROM Note 4:Selectively replace shrubs that have became overly woody.Prime back woody branches of shrubs where this will improve look of shrub.Do not INFESTATIONS. shear shrubs. MAWA Maximum applied water allowance(gallons per year) b. GROUND COVER,SHRUB AREAS,AND OTHER PLANTING AREAS SHALL BE FREE OF Not,5:Re-sections oftme grate that will interfere with treemmk. Eto Reference Evapotranspiration(inches per year) Note 6:Replace shrubs that have became overly woody. 0.45 ET Ad ustment Factor ETA F r AB 1881 ALL WEEDS(BROADLEAF AND GRASS WEEDS). Noterloareaswnereeetamienmempro�eeunaupoeasml,amenasoaanare-plank / ( )� C. PLANTINGS THAT DO NOT CONFORM TO SPECIFICATIONS SHALL BE REPLACED Note8:Where pedesVlanbaAcisprohibionggroundcover establishment,replant and fence area offduring estabbehmentpenod. LA Planted landscaped area including SLA and not including AND BROUGHT TO A SATISFACTORY CONDITION BEFORE FINAL ACCEPTANCE OF Nde s.Replace groundcoveam area,where they have bacome too woody. hardscapes.Also include surface area of water features not THE WORK CAN BE MADE. Nrn to rem runes to trelrsea and prune ael,crrv,ly to direct growtn.Prune runners that grow along ground.Protect 0.62 Conversion Factor(to gallons per square foot) d. SHRUB BEDS TO BE EDGED AND TRIMMED. Youmg-ea at baa,ag,m,t damag,from ped,ah]ama SLA Portion of the Landscaped Area identified as Special Landscaped e. REPLENISH D.G.MULCH TO DEPTH SPECIFIED.KEEP MULCH 3"AWAY FROM ROOTCROWN. Area.Also include surface area of water features using recycled 2.1 IRRIGATION SYSTEM 0.55 The additional ET Adjustment Factor for SLA(1.0-0.45=0.55) 1. LANDSCAPE SHALL BE MAINTAINED TO ENSURE WATER EFFICIENCY. IRRIGATION SYSTEM MAINTENANCE TO INCLUDED,BUT NOT BE LIMITED TO,CHECKING,ADJUSTING,&REPAIRING IRRIGATION EQUIPMENT&RESETTING THE AUTOMATIC CONTROLLER. ESTABLISHMENT IRRIGATION SCHEDULE ESTIMATED TOTAL WATER USE PROJECT Lake Elsinore 2. REPAIR OF IRRIGATION EQUIPMENT SHALL BE WITH THE ORIGINALLY SPECIFIED ETWU=(ETo)x(0.62)x[(PF x HA)/IE+SLA] MATERIALS OR THEIR APPROVED EQUIVALENTS. ORTEGA BISS Irrigation Efficiency Value= 29970 CAMINO DEL NORTE Bubblers 0-81 MAWA= 123,355-00 Maxmum Allowable Water Use Establishment Irrigation Schedule and Calculations Laser Tube(Drip) 0.81 ETWU= 101,546 Estimated total water use per year WATER AUDIT SCHEDULE Rotary/Rotor 10.75 ETo= 50.10 Reference Evapotranspiration(inches per year) Spray 0.75 PF= See Table at Left Plant Factor from WUCOLS'or equivalent reference 1. AN ANNUAL WATER AUDIT SHALL BE PERFORMED. Data HA= See Table Below Hydrozone Area(square feet) 2. AUDIT TO BE PERFORMED BY A LICENSED AUDITOR. AUDIT TO BE SUBMITTED Reference Evapotranspiration(Eto)Amounts: TO THE CITY OF PALM SPRINGS PUBLIC WORKS AND DESERT WATER AGENCY. Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec Plant Water Use SLA= 0 Special Landscaped Area(square feet) 2.10 1 2.30 1 3.00 1 4.30 1 5.50 1 5.90 1 6.90 1 6.40 1 5-10 1 3.20 1 2.50 2.00 Type Plant Factor 3. AUDIT TO MINIMALLY CONSIST OF THE FOLLOWING: Low 0.10 0.20 0.30 0.62= Conversion Factor(to gallons per square foot) A. SPRINKLERS TO BE CHECKED FOR WORN OR NON-WORKING PARTS. Total Yea Eto: 50.10 inches Moderate 0.40 10.50 10.60 IE= See Table at Left Irrigation Efficiency(minimum 0.75) NOZZLES AND CHECK VALVES TO BE INCLUDED. Irrigation System Information: High 0.70 10.80 10.90 co B. LEAKS TO BE IDENTIFIED. Station`Plant Factol Irr Type`sq ft area` ppt `Efficiency` GPM `Run Days`CycWDay` Notes ` SLA 1.00 C. SOIL TO BE PROBED FOR MOISTURE PENETRATION. 1 0.3 DRIP 4,075 0.31 81% 9.76 7 1 SHRUBS 2 0.3 1 Bubblers 1 300 1 0.85 1 81% 1 6.50 7 1 TREES HYDROZONE TABLE ETWU D. PLANT MATERIALS TO BE GENERALLY ASSESSED. 3 0.5 Drip 4,000 0.21 81% 8.65 7 1 SHRUBS E. WATER USE RECORD TO BE REVIEWED. 1 4 1 0.3 1 Bubblers 1 450 1 0.86 1 81% 1 8.50 7 1 TREES Plant Hydrozone F. CONTROLLER OPERATION TO BE CONFIRMED. Hydrozone Plant Water Use Type(s) Factor Irrigation Type Area(HA) PF x ) 100 r Gallons/ (low,moderate,high) (PF) (sq ft) (sq ft) Year Year o G. AUTOMATIC RAIN SHUT-OFF OPERATION TO BE CONFIRMED. H. PRECIPITATION RATE AND COVERAGE UNIFORMITY TEST TO BE DONE. ESTABLISHED IRRIGATION SCHEDULE 1 Low 0.30 Bubblers 7501 225 11.54 8628 I. RECOMMENDATIONS FOR REPAIR AND CORRECTION TO BE MADE. 2 Low 0.30 Laser Tube Dri 8,075 2 423 124.22 92,918 ORTEGA BESS 3 Low 0.30 Rotary/Rotor 0 0 0.00 0 4. OWNER TO SUBMIT PROOF OF REPAIRS AND CORRECTIONS MADE. 29970 CAMINO DEL NORTE 4 Moderate 0.50 Spray 0 0 0.00 0 5. CONTRACTOR TO COORDINATE AND PAY FOR INITIAL INDEPENDANT AUDIT. Establishment Irrigation Schedule and Calculations 5 High 0.80 Bubblers 0 0 0.00 0 6 H h 0.80 Laser Tube(Drip) 0 0 0.00 0 7 Hgh 0.80 Rotary/Rotor 0 0 0.00 0 WATER CONSERVATION CONCEPT Data 8 ligh 0.90 Spray 01 0 0.00 0 Reference Evapotranspiration(Eto)Amounts: SLA 1 1 1 0 Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec Sum 8,825 2,648 135.76 101,546 A COMBINATION OF SUB-SURFACE LOW FLOW DRIP,BUBBLERS,AND/OR LOW VOLUME HUNTER MP 2.10 2.30 3.80 4.30 5.50 5.90 6.90 6.40 5.10 3.20 2.50 z.00 ROTATOR SPRAYS SHALL BE INSTALLED IN ALL PLANTERS. _ Total Year Eto: 50.10 inches PLANTS ARE GROUPED INTO"HYDROZONES"AND IRRIGATED SEPARATELY FROM THOSE WITH RESULTS j;ZE7T7.)x 0.62 x PF x HA/IE+SLA] 100 CF/Year Gal./year DIFFERENT WATER REQUIREMENTS. Irrigation System Information: Station`Plant Faclol IR Type`sq 8 area` ppt `Efficiency` GPM `Run Days`Cycle/De Notes ` MAWA=1 1 1123,355 ETWU=1 136 101,546 IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A WEATHER TRACK CONTROLLER CAPABLE OF DUAL 1 0.3 DRIP 4,075 0.31 51% 6.50 5 1 SHRUBS PROGRAMMING. FLOW SENSOR LEAK DETECTION AND AUTOMATIC SHUT-OFF TO BE PROVIDED AT POC. z o.3 Bubbles 30D 0.65 81% 8.50 4 1 TREES ETW U must be less than or equal to MAWA ETW U complies with MAWA 3 0.5 1 Drip 1 4.000 1 0.21 1 81% 1 8.65 1 5 1 1 SHRUBS 4 0.3 1 Bubblers 1 450 1 0.86 1 81% 1 8.50 1 4 1 1 1 TREES 2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE TH THE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS PREPARED BV: CITY OF LAKE ELSINORE SHEET 2 AND HAVE BEEN FOUND ACCEPTABLE ® Stantec LANDSCAPE NOTES AND CALCULATIONS SHEET NUMBER: L2 38 TECHNOLOGY DRIVE,SUITE 100 10 IRVINE,CA 92618 SCALE: BENCH MARK: OF SHEETS 949.923.6000 stantec.com N.T.S. REMON HABIB,RCE No.83156 DATE ORTEGA BESS PROJECT No. Y ENGINEER DATE: 29970 CAMINO DEL NORTE CITY OF LAKE ELSINORE 2/16/2023 LAKE ELSINORE,CALIFORNIA 2042633601 CIT PLANT SCHEDULE P-103 1 TREES QTY BOTANICAL NAME COMMON NAME CONT HT X WIDTH WATER USE \ P-107 15 GAL TREE RV TRAILER SALES- 17 PINUS CANARIENSIS (EVERGREEN) CANARY ISLAND PINE MIXED 60'X30` MOD coMMERCIALzoNE PROPERTY LINE STREET TREE (PER CITY LIST) (6) 36" BX ` (OSWALE (E)SWALE - — -- -- -- -- -- ■ FENCE 24'BOX TREE - 20%E361'N BOX & 80% 24MEBOX. (1))154 BX GALLON L— I 13 PODOCARPUS GRACILIOR FERN PINE MIXED �-a� �—�� oErcH�nPETE I 30`X20` MOD I1 EVERGREEN SCREENING TREE AT SEE L SHEETS FOR PANNG ♦ 1w W PERIMETER ( ) P-106 _ ___ ___ ___ ♦ 5 24 BX ELecTwcel-y-_----- P-t 02 KEYPAD W/KNO%B SH S FOR/� �� ♦ (8) 15 GALLON EON PME TYP. FENCE AND STREET TREE (PER CITY s / \� \♦ -HE)CONCRETE DITCH, BRIDGE STD TREEFORM fix°°° - CROSSING I -1 aAg ORE a o +� - �♦ P-1 4 GATE GRAVEL PROPERTY LINE o PRaECT My , '�,� \� �1 SHRUBS CITY BOTANICAL NAME COMMON NAME CONT HT X WIDTH WATER USE REPAIR ANY EXISTING AR THAT ARE DISTURBED SWITCHGEAR E%ISTING BY CONTRUCTION,IYP. P TS TO MATCH IN P-101 (UNIMPROVED) 21 CEANOTHUS X 'JULA PHELPS' JULIA PHELPS WILD LILAC 5 GAL 6'X6' LOW LIKE'I ND, , , A mob TO REMAINwlrH s HBS 1GALLON AND j 7 Q caouNDcovER (EVERGREEN FLOWERING & SCREENING \ s. `xN \ 4p, 1\ -,,, svnrc"GFaR ' SHRUB) ry� o [� _ 35 FRANGULA CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL 4'X6' LOW ' 1 Q (EVERGREEN SCREENING SHRUB) y ( 16•SDE TRIAN E A+**, A - a � 15 GAL TRE E 1YP. NO TREES.3fi" a TALL sHRues.M \ r \ IRA L P-107 $ 20 LEUCOPHYLLUM FRUTESCENS 'GREEN GREEN CLOUD TEXAS 5 GAL 6'X6' LOW Sry aP '" \j 24'BOX TREE v\ o P.�1o1 O CLOUD' RANGER Ti \ �a°E o usCT,Tva reEEAI (EVERGREEN SCREENING SHRUB) (E)OVERHEAD p0 \ 11-BOX TREE \ o ,T ip3 uNEs.TYP. 4 SALVIA GREGGII AUTUMN SAGE 1 GAL 2`X4' LOW OULD X, s v\ � (EVERGREEN/DECIDUOUS FLOWERING 1 s �. a. �. �j o 2a Bax TREE ACCENT) ^ g` \`\ o o � 1 ' BUFFER GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT HT X WIDTH WATER USE SPACING l '11 24"BOX TREE 1,996 ARCTOSTAPHYLOS X 'EMERALD CARPET' EMERALD CARPET 1 GAL VX5` LOW 36" o.c. IT 15 GAL TREE �PIHC '4I SF (EVERGREEN) MANZANITA 24-BOX TREE O SWALE- SEE CIVIL PUNS KEEP TREES III 1,745 MYOPORUM PARVIFOLIUM 'PROSTRATUM' PROSTRATE TRAILING 1 GAL 1'X6` LOW 42" o.c. 24-BOX TREE AND PLANTINGS OUT $ +++++++++++++++++++++++ Q of FLowuNE. i F (EVERGREEN) YOPORUM 4 s GAL TREE --- -- -- \ \/ X 36 BOX TREE o 'A/' �1 NET LOT: 77,972 SF(1.79 ACRES) }&`S 24"BOX TREE +++ 15 G TREE (C PUNTED AREAS ON SLOPES 3:1 OR ADJUST FINAL LANDSCAPE AREA: 8,825 SF ''. % \ * GREATER THAT ARE DISTURBED DUE TO TREE LOCATIONS _ �ROP�RTY LINE FOR ANY NEW PROPERTY LINE CONSTRUCTION TO BE REPAIRED IN LINE OVERHEAD LINESI PARKING LOT: 0 SF lF. +++ P_1 7 KIND,TYPBED COIR MATTING TO BE USED IN } \ 24°Box TREE IN THIS AREA. L PARKING LOT TREES: 0 DISTURBED AREAS 3:1 IN GREATER. 15GALTREE $ TOP DRESSING CHART (E) HE POLES& 38•BOX TREE ++ ^^' I S\ OVERHEAD LINES T� 1296.7 r' TURF: 0% BE RELOCATED EAST LOCATIONS COVER COLOR MULCH TYPE FOR TOP-DRESSING OF M)sIDEwALK FOR '\ �/ ;T I � DEPTH FUTURE ROAD /\ \ WIDENING,11, k �J 1 j x a LANDSCAPE I N.I.C. $1 - D.G.PLANTER AREA 3" TAN DECOMPOSED GRANITE-3/8"MIN,WITH STABILIZER "F \ LIMIT OF LOT �\ WORK LINE l EQUIPMENT AREA 3" GREY 3/4"GRAVEL �� _ X SCE POLE 2� DUE TO EXTENSIVE GRADING,SOILS MANAGEMENT �o DowN I REPORT TO BE SUBMITTED AFTER FINAL GRADING. NOTES: 3S / 1. ALL TOP DRESSINGS TO BE HELD BACK 3"CLEAR OF ROOT CROWN FOR ALL SHRUBS/GROUNDCOVERS/PERENNIALS,VINES,AND GRASSES,AND HELD BACK TO EDGE OF TREE `S. WATERING BASINS.IF NO WATERING BASINS,HOLD BACK 6"FROM ROOT CROWN OF TREE. "A � I / � 2. MATERIAL COLOR AND SIZE PER NOTE 5 ON SHEET L1. Ya \ 'CH /' w 3. CONTRACTOR IS REQUIRED TO SUBMIT A PHOTO SAMPLE FOR ALL MATERIALS FOR LANDSCAPE ARCHITECT'S APPROVAL AS PART OF THE LANDSCAPE OR PLANTING SUBMITTAL. o� SITE/ POWER LEGEND LOOT / N.LC. T1. , CITY REQUIREMENTS MET- C2 GENERAL COMMERCIAL BATTERY UNIT PLANT REQUIREMENTS: TREES-20%36"BOX,50%24"BOX TREES, SHRUBS-5 GALLON,SPACED 3 OC MAX. WOODY GROUNDCOVER-T OC MAX. PROPOSED DRIVEWAY/DRIVEAISLE SMALL ACCENT PLANTS-1 GALLON i �Q $1 STREET TREES: (1)24"BOX TREE/30 LF OF FRONTAGE. \ PAD-MOUNT GSU TREES SELECTED F REQUIRED. PROVIDED ROMC CITY LIST REFERENCE NOTES SCHEDULE 6 d BUFFERS: PLANTING T / & g 20'AVERAGE(15'MIN)LANDSCAPE BUFFER ADJACENT TO PUBLIC ROW. SYMBOL DESCRIPTION CITY \ q I \ o- PROPOSED 8' SECURITY FENCE - 10'AVERAGE(5'MIN)LANDSCAPE BUFFER TO ADJACENT PROPERTIES SEE SHEET L8 P-101 3/4" GRAVEL (INTERIOR EQUIPMENT AREAS) 25,662 SF —s<� FOOTi PROPOSED 8' SOLID BLOCK WALL - d 6'WIDE LANDSCAPE ON EXTERIOR OF PERIMETER WALLS AND FENCES 3" DEEP, GREY N W/TREES,SHRUBS,AND GROUNDCOVERS - 0 30'-0" 60'-0" SEE SHEETS L8, Si & S2 F] P- 002 11 8' TALL METAL SECURITY FENCE 348 LF SEE L8 SITE DETAILS SHEET ---a..--,�-.a.--, EXISTING OVERHEAD ELECTRICAL d SLOPES SCALE: 1"=30'-0" GREATER THAN T HT AND 3:1 SLOPE TO BE PERMANENTLY P-103 8' TALL CMU WALL - 514 LF THE LANDSCAPE CONTRACTOR SHALL COORDINATE ALL PLANTED AND IRRIGATED TO PREVENT EROSION. SEE S1 & S2 FOR STRUCTURAL DETAILS ELECTRICAL COMPONENTS WITHIN THE SCOPE OF THIS --------- PROPOSED ELECTRICAL CONNECTION SEE L8 SITE DETAILS FOR COLORS AND WORK: LANDSCAPE,WALLS,FENCING,GATES,OPENERS, CUT/FILLED SLOPES GREATER THAN T HT TO BE PERMANENTLY FINISHES AND IRRIGATION,WITH THE ELECTRICAL AND GENERAL - EXISTING EASEMENTS/sWALE TO REMAIN PLANTED AND IRRIGATED: CONTRACTORS FOR HONEYWELL/HECATE GRID. L______J 40%COVERAGE OR 25 SHRUBS/1000 SF. ALL NEW TREES ARE IN THE P- 004 12' WIDE X 8' TALL CHAINLINK GATE AND 2 EACH 'MODERATE WATER USE (2)TREES/1000 SF HARDWARE. SEE SHEET 8. o HYDROZONE'AND NEW SHRUBS& d LIGHTS - SEE ELECTRICAL SHEETS NOTE: THIS PLAN HAS ESTABLISHED SLOPES THAT ARE TO ■ P-105 GROUNDCOVERS ARE IN THE'LOW GATE OPENER. SEE SHEET 9. 1 EACH WATER USE'HYDROZ NE EXISTING SCE POLE REMAIN. ONLY NEWLY GRADED OR DISTURBED SLOPES WILL BE o P-106 KEYPAD W/ KNOX BOX. SEE SHEET 9. 1 EACH PROPOSED POLE PLANTED PER THE ABOVE REQUIREMENT. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS PREPARED BY LANDSCAPE PLANTING PLAN CITY OF LAKE ELSINORE SHEET 3 AND HAVE BEEN FOUND ACCEPTABLE ® Stantec SHEET NUMBER: L3 38 TECHNOLOGY DRIVE,SUITE 100 10 IRVINE,CA 92618 SCALE: BENCH MARK: OF SHEETS 949.923.6000 stantec.com 1 REMON HABIB,RICE No.83156 DATE ORTEGA BESS PROJECT No. CITY ENGINEER DATE: 29970 CAMINO DEL NORTE CITY OF LAKE ELSINORE 2/16/2023 LAKE ELSINORE,CALIFORNIA 2042633601 IRRIGATION NOTES IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI 1. NEW MAINLINE CROSSING THE EXISTING SWALE IS TO BE ATTACHED HUNTER PROS-04-CV-PCN BUBBLER 10 TO NEW BRIDGE-IN A PROTECTED LOCATION-AND IN SCHEDULE 40 SLEEVE OR CONDUIT.DO NOT RUN MAINLINE THROUGH OR UNDER 4 4 () R FLOOD BUBBLER,4"POP-UP,DRAIN CHECK VALVE. (2) 25 \NSTALL PIPING AND EQUIPMENT IN - - - EXISTING SWALE. 0.25 BUBBLERS PER TREE. FLUSH WITH GRADE. ON-SITE PLANTERS,TYP. SHOWN SYMBOL MANUFACTURER/MODEL/DESCRIPTION OUTSIDE PLANTERS FOR CLARITY ONLY. 2. (N)WATER SERVICE LINE AND CONNECTION FOR(N)IRRIGATION METER AND RPBP IS TO BE DETERMINED. DI NETAFIM TLSOV FLUSH VALVE-BARBED SEE IRRIGATION - 3. CONTRACTOR TO PROVIDE TEMPORARY IRRIGATION TO ALL NETAFIM TLSOV-1/2"MANUAL FLUSH VALVE,BARBED NOTE 1,THIS SHEET. `\ SLEEVE PLANTINGS IF WATER SUPPLY IS NOT AVAILABLE AT ANY TIME UNTIL A INSERT.INSTALL IN 10"BOX,WITH ADEQUATE BLANK OR PERMANENT WATER SUPPLYAND FULLY AUTOMATED IRRIGATION 'COBRA"TUBING TO EXTEND VALVE OUT OF VALVE BOX. TIMER IS INSTALLED. \ T 2/3 IN FITS TECHLINE HCVXR,HCVXR-RW/RWP,CV,DL, SEE IRRIGATION S NOTE 2,THIS SHEET.�` 2' , \ �\1'• 4. STATIC WATER PRESSURE READING FROM EXISTING FIRE HYDRANT AT RW AND RWP DRIPLINES,AND PE IRRIGATION HOSE NORTH PROPERTY LINE)IS PENDING.WATER PROVIDER HISTORICALLY 1295 t ��a`� ESTIMATES PRESSURE FROM 20 TO 40 PSI.BOOSTER PUMP MAY NEED RAIN BIRD OPERIND TO BE PROVIDED IN ORDER TO MEET IRRIGATION DEMAND. DRIP SYSTEM OPERATION INDICATOR,STEM RISES 61N. FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED \ \ \ z^ ! TO A MINIMUM OF 20PSI.INCLUDES 161N.OF 1/41N. 2• ol) 297 DISTRIBUTION TUBING WITH CONNECTION FITTING \ ♦ F PRE-INSTALLED. 295 AREA TO RECEIVE DRIPLINE 9.78 NETAFIM TLHCVXR-CS-053-24 3/¢' ♦♦♦♦ __ __ TECHLINE HCVXR PRESSURE COMPENSATING --LANDSCAPE DRIPLINE WITH COPPER STRIPE CHECK ------ ® __ --- ---AT 24"O.C.DRIPLINE LATERALS SPACED AT 24"APART, ♦♦ -- WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. \ ♦ ---- ---- ----17MM. \ INSTALL PIPING AND ♦♦ SYMBOL MANUFACTURER/MODEUDESCRIPTION 0) EQUIPMENT IN ON-SITE ♦ IRRITROL 700 OUTSIDE PLANT � PLANTER$,PLANTERS FOR SHOWN ♦♦ ELECTRIC REMOTE CONTROL VALVE CLARITY ONLY. ♦ ® �� RAIN BIRD 44-LRC QUICK COUPLER VALVE ♦ 1"BRASS QUICK-COUPLING VALVE,WITH O\ ♦♦ ; CORROSION-RESISTANT STAINLESS STEEL SPRING, ♦♦ LOCKING THERMOPLASTIC RUBBER COVER,AND 2-PIECE BODY. WITH LOCKING COVER&2 KEYS,2 ♦♦♦ SWIVEL HOSE ELLS. FLUSH WITH GRADE. NIBCO T-113-LF SERIES ♦\O \ ♦♦ w BRONZE GATE VALVE IN VALVE BOX,SIZE PER LINE. DI CONTRACTOR TO FIELD LOCATE BUCKNER-SUPERIOR 3100-PRS MASTER VALVE 2" X\\ ♦♦ MANUAL FLUSH VALVE AND DRIP NORMALLY OPEN BRASS MASTER VALVE THAT * INDICATOR PER DETAILS FOR ALL ♦ �\ ♦� 1" DRIPAREASCIRCUITSAS NEEDED TO PROVIDES DIRTY WATER PROTECTION. PRESSURE \ 1295.7 1•• ADEQUATELY FLUSH SYSTEM.SHOWN l' REGULATION FEATURE. INSTALL SAME SIZE AS \ c=' ♦ 1YZ,,. DIAGRAMMATICALLY ONPLANS / MAINLINE,IN VALVE BOX WITH FLOW SENSOR,USE 3M �\ 3 8.65 DBR-Y600 WEATHERTIGHT CONNECTORS. 3 „/4 i I FEBCO 825Y-LF BACKFLOW PREVENTER 1" LOW PRESSURE WARNING: i REDUCED PRESSURE BACKFLOW PREVENTER-LEAD I `� \ INSTALL PIPING AND EQUIPMENT I / BF FREE IN ON-SITE PLANTERS,TYP. I WITH ALL-WEATHER BLANKET AND SECURITY �\ �\ 4 8.rj DO NOT CONFIRMATION ANY EQUIPMENT. SHOWN OUTCLARITY OE PLANTERS 3 •� WRITTEN PRESSURE TESTIS REQUILABLE REDP /4 STATIC PRESSURE TEST ISREOUIREDPRIOR / ENCLOSURE. INSTALL PER LOCAL CODES. FOR CLARITY ONLY. TO START OF WORK OR ORDERING MATERIALS. HUNTER IC-0600-M CONTROLLER-PEDESTAL MOUNTED j C MODULAR 6 STATION CONTROLLER,OUTDOOR MODEL, STAINLESS STEEL CABINET. WITH CLIMATE SENSOR AND FLOW-SYNC SENSOR. CRITICAL ANALYSIS HUNTER WSS-SEN CLIMATE SENSOR WIRELESS SOLAR,RAIN FREEZE SENSOR WITH �s OUTDOOR INTERFACE,CONNECTS TO HUNTER X-CORE Generated: 2023-03-09 07:28 \ \ AND ACC CONTROLLERS,INSTALL AS NOTED,MOUNT ON \\ FENCE POST&CLEAR OF TREES. P.O.C.NUMBER:01 \ HUNTER HFS-200 FLOW SENSOR Water Source Information: FLOW SENSOR FOR USE WITH ACC CONTROLLER,2" \ v F$ SCHEDULE 40 SENSOR BODY,24 VAC,2 AMP. INSTALL IN FLOW AVAILABLE \ \.,, VALVE BOX WITH MASTERVALVE. OBSERVE SETBACKS Water Meter Size: 1-1/2" �\ \\ PER MANUFACTURER. Flow Available 75 GPM � r BACKFLOW PREVENTER ENCLOSURE PRESSURE AVAILABLE Static Pressure at POC: 40 PSI •ASSUMED STATIC PRESSURE- \ ! I M❑ WATER METER 1-112" Elevation Change: 0.00 ft TO BE VERIFIED PRIOR TO \ \ Service Line Size: 3" IRRIGATION INSTALLATION. Length of Service Line: 15 ft SEE IRRIGATION NOTE 4. \ \ IRRIGATION LATERAL LINE:PVC SCHEDULE 40 Pressure Available: 40 PSI I DESIGNANALYMamum Flow: 9.76GPM \ \ \ ------- IRRIGATION MAINLINE:PVC SCHEDULE 40 18"COVER Flow Available at POC: 75 GPM I PIPE SLEEVE:PVC SCHEDULE 40 Residual Flow Available: 65.24 GPM \ 2X LINE SIZE,BY GENERAL CONTRACTOR EXCEPT j - WHERE KEYNOTED. 24"COVER WITH 6"SAND BED. Critical Station: 4 ` \ EXTEND 18"BEYOND BACK OF CURB. Design Pressure: 25 PSI Friction Loss: 2.09 PSI ai�c�i"m vaVe N"mee, Fittings Loss: 0.21 PSI # # v�reFl. Elevation Loss: 0.56 PSI Loss through Valve: 1.11 PSI Pressure Req.at Critical Station: 29.0 PSI Loss for Fittings: 0.02 PSI Loss for Main Line: 0.23 PSI VALVE SCHEDULE Loss for POC to Valve Elevation: 0.3 PSI Loss for Backflow: 12.2 PSI NUMBER MODEL SIZE TYPE GPM DESIGN PSI FRICTION LOSS VALVE LOSS PSI PSI @ POC HEAD ELEV VALVE ELEV PRECIP Loss for Master Valve: 0.53 PSI Loss for Water Meter: 0.1 PSI 1 IRRITROL 700 3/4" AREA FOR DRIPLINE 9.76 25 0.4 1.2 26.6 39.7 0.31 in/h Critical Station Pressure at POC: 42.4 PSI 2 IRRITROL 700 3/4" BUBBLER 6.5 25 0.73 0.97 27.0 39.7 0.7 ft 0.85 in/h Pressure Available: 40 PSI 3 IRRITROL 700 3/4" AREA FOR DRIPLINE 8.65 25 0.44 1.12 26.6 40.0 0.7 ft 0.21 in/h Residual Pressure Available: -2.38 PSI 4 IRRITROL 700 3/4" BUBBLER 8.5 25 2.3 1.11 29.0 42.4 1.3 ft 0.7 ft 0.86 in/h THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE TH THE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS PREPARED BY: CITY OF LAKE ELSINORE SHEET 4 LANDSCAPE IRRIGATION PLAN AND HAVE BEEN FOUND ACCEPTABLE ® Stantec SHEET NUMBER 38 TECHNOLOGY DRIVE,SUITE 100 L4 10 IRVINE,CA 92618 SCALE: BENCH MARK: OF SHEETS 949.923.6000 stantec.com REMON HABIB,RICE No.83156 DATE ORTEGA BESS PROJECT No. CITY ENGINEER DATE: 29970 CAMINO DEL NORTE CITY OF LAKE ELSINORE 2/16/2023 LAKE ELSINORE,CALIFORNIA 2042633601 WATER BASIN-TO X4"DEEP ROOT BALL MULTISTEM DETAIL REMOVE AFTER THOROUGH WIND DIRECTION PLANTER PIT SATURATION ROOTBALL (3)STAKES NAIL OR STAPLE IN WIRE TIES 1 SET PLANT 2"ABOVE FINISH POSITION GRADE TO ALLOW FOR SETTLEMENT OF SOIL 113 TREE MULCH IN SHRUB AREAS- 3"MIN O TREE RUBBER HOSE DEPTH PER PLAN. KEEP MULCH WITH WIRE INSIDE 3"CLEAR OF ROOT CROWN 3"D X 4"WATER BASIN.REMOVE 1/3 I AFTER ONE YEAR. 3"BERM'CINCH TIES'OR EQUAL 3"CLEAR,TYP. FINISH GRADE-1-2"BELOW (2)TREE STAKES 2"0 X 10'PRESSURE TOP OF ROOT BALL TREATED HARDWOOD (1)FOR CONIFERS,(3)FOR MULTI-STEM j��j� %��\ \ ORGANIC FERTILIZER TABS MULCH-DEPTH PER PLAN-3"CLEAR /�/��/� ROOT \/\j EQUAL TO 21 GRAM,20-10-5 OR PER RESULT 1/3 9 OF ROOT CROWNS BALL /�% SOIILLSS TES'GALLON � ����� ����� SET PLANT 1"ABOVE FINISH GRADE / / FINISH GRADE- \��\�� 2 TABS -5 GALLONS 5 GALLONS CLEAR, 1-2"BELOW TOP OF ROOTBALL \�� �/\ \�\��/\ � � �/ LOCATE 24 TABS 1 FROM ROOTBALL TYP. (1)21 GRAM ORGANIC EQUAL TO /� � � � ��/ /� � � 20-10-5 FERTILIZER TAB OR PER PLAN 4 DEADMAN SOILS TEST LOCATE 2"FROM BACKFILL MIX- 4 x 4 x 4'-0" /������ ������ ROOT BALL UNDISTURBED OR 1/3 AMENDED SOIL& i RECOMPACTED SOIL 2/3 EXISTING SOIL NO SCALE �\��\�\ \ ��� NOTES: THOROUGHLY MIXED OR PER ROOT �� / 1. REMOVE NURSERY STAKES PLANT PIT-2 TIMES BALL /\�j\�j\�ji IF OVER 3/4"CALIPER. FILL THE DIAMETER OF THE SOILS TEST RESULT NOTE: IN HOLE IN ROOTBALL W/ \ ROOT BALL.SCARIFY SIDES. 1.DO NOT PLACE WIRES ��������� j\�j\�j\�j� BACK FILL MIX. LOOSEN ROOTBALL. AROUND SMALL DIAMETER /������ ������ ����������/ 2. DO NOT SET STAKES TO RUB / LIMBS. %� � � � �� � ���� .������ � ��%�� OF TIRNST EE BARK OR BRANCHES 3. SCARIFY SIDES. LOOSEN MSHRUB/GROUNDCOVERo PLANTING V2X ROOT BALL ROOTBALL. \ 4.BACKFILL MIX PER SOILS TEST c S OR 90%NATIVE SOIL TO 10 AMENDED SOIL. RUBBER HOSE �1 TREE PLANTING / STAKING `t f SCALE: NONE PAVEMENT,WALL,CURB, CENTER OF 45° BUILDING,ETC.(AS OCCURS) INDIVIDUAL PLANT TURNBUCKLE,GALVANIZED x z, #10 GALVANIZED WIRE • • • NOTES: 1.X=SPACING DIMENSION f -�C LISTED IN PLANTING �,G/�/�/ PLAN LEGEND. > >/ ROOT /� ` ��� / 2.PLANTS TO BE ARRANGED / BALL //� IN EQUALATERAL \/ �y X X TRIANGULAR PATTERN. GROUND COVER PLANT SPACING (3)DEADMAN SCALE: NONE 4 x 4 x 4'-0",BURIED IN 3'-0"DEEP TRENCH - SECTION NO SCALE INSTALLATION NOTES: 1. NEATLY FORM HOSE AND CABLE COLLARS TO PREVENT ANY BARE CABLE CHAFING AGAINST THE TREE TRUNK OR BRANCHES. 2. USE CABLE CLAMPS OR CRIMPING DEVICE FOR ALL ATTACHMENTS. 3. DO NOT LEAVE SHARP CABLE ENDS PROTRUDING. 4. INSTALL POLYETHYLENE MARKER TUBING ON ALL GUY WIRES. 6"ANCHOR TRENCH BACKFILL M GUYING TREE - 36" BOX AND LARGER COMPACTAND AT TOP OF SLOPE. 0 5 SCALE: NONE STAPLE AT 30 CM O.C. COIR MAT OR JUTE NETTING- SEE PLANTING PLAN LEGEND. - _ III III-i" LAP UPPER STRIP 6"OVER - - - LOWER STRIP AND STAPLE AT III- - - CENTER ON II —III ,,III illl- ROWN TER THEN 4"O.C - SPACING WITH 8"STAPLE FOR ALL SLOPES 3:1 OR GREATER. - SEECIVIL-ASAPPLIES. DO NOT USE ON AREAS TO BE SEEDED. _ C MS OSION CONTROL E: NONE MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT ANDOR CITY AND STATE LAWS PREPARED BY CITY OF LAKE ELSINORE SHEET 5 AND HAVE BEEN FOUND ACCEPTABLE ® Stantec LANDSCAPE PLANTING DETAILS SHEET NUMBER: 38 TECHNOLOGY DRIVE,SUITE 100 10 IRVINE,CA 92618 SCALE: L5 OF BENCH MARK: SHEETS REMON HABIB,RICE No.83156 DATE 949.923.6000 Sitll1}BC.COf11 N.T.S. ORTEGA BESS PROJECT No. CITY ENGINEER DATE: 29970 CAMINO DEL NORTE CITY OF LAKE ELSINORE 2/16/2023 LAKE ELSINORE,CALIFORNIA 2042633601 CONCRETE OR FITTINGS,TYP. NOZZLE,PER PLAN AC PAVING QUICK COUPLER VALVE W/ BACKFLOW PREVENTER 1/2"ABOVE FINISH GRADE POP-UP SPRINKLER LOCKING CAP LINE SIZE BALL VALVES L- BODY FINISH GRADE-1"BELOW FINISH GRADE VALVE BOX WALK,CURB,OR CLEAN BACKFILL-SEE SPEC'S 24" > 4" HEADER � FOR MATERIAL,90% VALVE BOX CARSON-BROOKS 910 OR �N�j COMPACTION REQUIRED V A�\� �",v..\�\/ EQUAL,WITH BOLT/LOCK \( \\ \ 1 C.F.PEA GRAVEL PRESSURE MAINLINE SLEEVE w .�/ / /j////// U \ \ 2"ANGLE IRON WITH S3 PIPE O 0 z - CONTROL WIRE SLEEVE // /�/%V� /V�/V// //V//V//V//� STRAPS.24"LENGTH MINIMUM O N ?� //A A VA/AAj/A�/A� iAAj/AAj/ A/AAjAAjAA� U UNION w ��VA�� VA�/ �/ (2)BRICKS �� A `/�//A \/`/�/�`< �`/�`/ �//�`/�`� FINISH GRADE GALVANIZED NIPPLE OR PREFAB —. SCH.40 PVC TzT 900 ELL GALVANIZED ELLS }ASSEMBLY SCH.40 PVC 90° \ NON PRESSURE LATERAL LINE, •�//�//�//�//\///�//�//\� ��\//\//\//\�/\//� ° STREET ELL SCH.40 PVC NIPPLES / SNAKE PIPE IN TRENCH 12"GALVANIZED NIPPLE (6"LONG) \ \\ LATERAL LINE,SEE 12"OF CLEAN SAND, PVC MAINLINE r TO SITE ® PLAN FOR PIPE / SETTLE WITH WATER SIDE VIEW CLASS AND MINIMUM �� i\ ��/��j PVC TEE 1'x1'x1'CONC.THRUST BLOCK BURIAL DEPTH 6"TYPICAL FOR GREATER THAN 2" NOTES: SERVICE SCH.40 PVC 90°STREET ELL 1.ALL SLEEVES TO BE SCH.40 PVC. T GALVANIZED SCH.40 PVC SXSXT TEE 2.EXTEND ALL SLEEVES 18"BEYOND EDGE OF PAVING AND SEAL WITH DUCT TAPE AT BOTH ENDS, NIPPLE DIELEC FITTING NOTES: PRIOR TO BACKFILLING. (TYP)FOR D DISISSIMILAR METALS GALVANIZED ELL OR PREFAB NOTES: 1.LOCATE HEAD 2"FROM WALKS,CURB,MOW STRIP,HEADER BOARD,OR EDGE OF LAWN. 3.ALL SLEEVES TO BE TWICE DIAMETER OF PRESSURE SUPPLY LINE OR LATERAL LINE. 2.LOCATE STREAM SPRAY/BUBBLERS 6"FROM ALL STRUCTURES,AND SPRAY HEADS 12"FROM ALL , ASSEMBLY 1. PIPING MATERIAL&THRUST BLOCK REQUIREMENTS SHALL BE 4.ALL WIRE CONNECTIONS SHALL BE MADE WITH EPDXY-FILLED,WATER-PROOF CONNECTORS �----------- STRUCTURES. SPLICES TO BE IN VALVE BOXES ONLY. NO IN-LINE SPLICES. _ 3"GALVANIZED AS SPECIFIED BY LOCAL CODE. 3.USE TEFLON TAPE ON ALL MALE THREADS. NIPPLE 2. FOR ENCLOSURE,SEE DETAIL THIS SHEET �1 PIPE SLEEVING (BELOW PAVING) 4" POP—UP SPRINKLER BUBBLER V SCALE:NONE 3. CONTRACTOR TO PROVIDE WEATHERMATIC ALL-WEATHER COVER OR EQUAL i i SCALE:NONE VALVE BOX PRE-FABRICATED STEEL CAGE(FOREST GREEN OR BLACK)AS L---------TOP VIEW MANUFACTURED BY LE MEUR WELDING CO.SIZE AND MODEL NUMBER AS APPROPRIATE FOR SPECIFIED BACKFLOW PREVENTER. AUTOMATIC CONTROLLER FLOW SENSOR.ENSURE ADEQUATE OPERATION AT 0 QUICK COUPLER IN VALVE BOX SCALE:NONE 4"CONCRETE REINFORCED W/ LOW VOLUMETRIC FLOW RANGES(I.E.GPM). 6" VARIES 6" W.W.F.4"X4"W 1AX1.4,OVER SUBGRADE.ENCASE THREADED LOCKING STAINLESS STEEL CAB. GALVANIZED RISERS FOR BACKFLOW PREVENTER AND VERIFY MASTER VALVE AS NEEDED RISER SPACING TO ENSURE CAGE WILL OPEN AND CLOSE(NO STAINLESS STEEL PEDESTAL METAL VALVE NUMBER TAG FITING TO BE ENCASED). TO IRRIGATION CONTROL WIRES VALVE BOX CHRISTY COMMON WIRE FL30 OR EQUAL, 3/8"GALVANIZED U-BOLTS,NUTS AND WASHER WITH BOLT/LOCK (ALLIGNED WITH CAGE HASP)FOR LOCKING PROVIDE DOWNSTREAM:KEEP PIPE DIA. UPSTREAM:KEEP PIPE DIA. MANUAL SHUT OFF BRASS PADLOCK(AS APPROVED BY OWNER'S REP.) CONSISTENT FOR A LENGTH CONSISTENT FOR A LENGTH ELECTRIC VALVE Im - 5X THE PIPE DIA. 10X THE PIPE DIA. ANCHOR BOLTS PER MFG. - 1= = WITH KEYS(TAGGED FOR ID)TO OWNER. PLAN -- 16"z12"z12"CONCRETE FINISH GRADE i I-III � JJj�JJj� JL III=III III Illlli�.l FOOTING MIN.OR PER MFG. 11�=III=�ii,�=III- -1 lei -III=_III COMMUNICATION WIRES TO j1 III = �=III=Ii FINISH GRADE DOWNSTREAM:KEEP CONTROLLER. FINISH GRADE � �� ������< T PIPE DIA.CONSISTENT JUMBO PLASTIC VALVE BOX W/(2)6" PVC ADAPTER/UNION NOTE: FOR A LENGTH 5X THE EXTENSIONS AND LOCKING COVER. COMPACTED SOIL 1.CONTRACTOR TO PROVIDE WEATHERMATIC ALL-WEATHER COVER PIPE DIA. FINISH GRADE. \�\ --� �- �\ \ (2)BRICKS � ��� ELECTRICAL CONDUIT OR EQUAL ON BACKFLOW PREVENTER. FLOW SENSOR.ENSURE ADEQUATE SIZE AS NEEDED - OPERATION AT LOW VOLUMETRIC FLOW f TAPE CONTROL WIRES - = PVC ELL BACKFLOW PREVENTER AND ENCLOSURE - - - RANGES(I.E.GPM). @ 10'O.C.TO BOTTOM PVC SCH 40 NIPPLE - L- UPSTREAM:KEEP PIPE DIA. OF MAINLINE 1 CUBIC FT.DRAIN ROCK 1 SCALE:NONE _ CONSISTENT FOR A LENGTH 10X THE PIPE DIA. 1 C.F.3/4"DRAIN ROCK MIN. CONTROL WIRES TO PRESSURE MAIN LINE. � � �V�����������- CONTROLLER,RUN WIRES IN CONDIUITS ALONG MAINLINE WHERE POSSIBLE-TAPE AND ti STANDARD BRICK IN 2 PLACES. 1.ALL WIRING INSTALLED PER LOCAL CODE AND MANUFACTURER'S RECOMMENDATIONS. ATTACH BUNDLE 10'OC 6"DEPTH OF PEA GRAVEL. 0 PEDESTAL MOUNTED CONTROLLER PVC SCH 40 MAINLINE SECTION-FLOW SENSOR SCALE:NONE PVC CLASS 200 LATERAL PLASTIC VALVE BOX W/BOLT DOWN COVER NOTES: WITH BOX EXTENSION IF REQUIRED,REFER 1. COIL 18"SLACK,EACH WIRE,IN VALVE BOX CLEAN BACKFILL SOIL, TO SPECS.HEAT BRAND VALVE NUMBER 2. SPLICE WIRES ONLY IN VALVE BOX IPS FLEX PIPE AMENDED PER SPECIFICATIONS CLIMATE SENSOR RECEIVER COMPACTED TO 90% ON LID. 3. USE WATER-PROOF WIRE CONNECTORS FOR ALL WIRE SPLICES. MODULE-785'LINE OF SIGHT 4. SET VALVE BOXES ON BRICKS,(3)FOR ROUND BOXES,(4)FOR RECT. FINISH GRADE FINISH GRADE. REQUIRED TO SENSOR. z BEN PORTS CONTROLLER 00000 -III III Q000® ® �- 4 ELECTRIC VALVE ASSEMBLY z INTERMITTENT PRESSURE -III-III MASTER CONTROL VALVE. SCALE:NONE LATERAL PIPE,CLASS 200 PVC z °i SNAKE FROM SIDE TO SIDE -III- III PIG TAIL EXPANSION LOOP FE IN TRENCH ill—II II (MIN.18'). s -III CLIMATE SENSOR WITH CONSTANT PRESSURE MAINLINE CONTROL AND COMMON �� GUTTER MOUNT °> WIRES. (SCH 40 PVC)SNAKE IN SENSOR CABLE TRENCH SCH.80 PVC FLANGES, TYP.2 PLACES. SUBGRADE LEGEND: O WALL OF TRENCH - O CLIMATE SENSOR MOUNTED OUTDOORS o 0 000�o VALVE BOX WITH BOLT/LOCK FLOW PVC MAIN LINE. ON FLAT SURFACE USING SCREWS. ® ® 'CARSON-BROOKS 910' CONTROL WIRES, STANDARD BRICK AT 4 O CLIMATE SENSOR MOUNTED ON A RAIN GUTTER OR EQUAL ATTACH TO MAINLINE.BUNDLE AND TAPE CORNERS. AT 10'INTERVALS.PROVIDE e m =mew 3O CLIMATE SENSOR RECEIVER MODULE MOUNTED �� �X 6"DEPTH OF PEA GRAVEL. \ �� �� FINISH GRADE 1"BELOW 12"TO 18"COIL AT 90� INDOORS NEAR THE COMPATIBLE CONTROLLER. CLIMATE SENSOR- /i�/i�/ /i�/i�/. TOP OF VALVE BOX CHANGES IN DIRECTION MOUNT WITH SCREWS AT EYE LEVEL OR IF IN A SURFACE/POST MOUNT 6"MIN SECTION-MASTER VALVE SECURE AREA,MOUNT ON HOOK AND LOOP TYPE GATE VALVE 2"BED OF SAND,WATER STRIPS FOR DISMOUNTING AND HANDHELD > (2)BRICKS SETTLED NOTES: PROGRAMMING UTILIZING THE SLACK IN THE CORD. NOTES: 1. VALVE SHALL BE LINE SIZE UNLESS OTHERWISE NOTED. PVC MAINLINE 1.CONTROL WIRES TO BE#14 AWG DIRECT BURIAL 2. PLACE IN VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. NOTES: 1. ALL ELECTRICAL WORK MUST CONFORM TO LOCAL CODES.REFER TO PRODUCT 2.WIRE RUNS TO BE CONTINUOUS,NO IN-LINE SPLICING 3. REFER TO SPECS.AND PLAN SHEETS FOR MORE INFORMATION. LITERATURE FOR ADDITIONAL INSTALLATION REQUIREMENTS. 1 C.F.PEA GRAVEL 3.ALL WIRE SPLICES TO BE WITH WATER-PROOF CONNECTORS,AND OCCUR ONLY IN VALVE BOXES 4. THE INSTALLATION OF A BALL VALVE UPSTREAM OF THE MASTER VALVE IS RECOMMENDED. 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS GATE VALVE 0IRRIGATION PIPE TRENCH 10 F LOWNSENSOR (SHUT—OFF) & MASTERVALVE 8 WILREQLESS NE CLIMATE SENSORSCALE: 5 SCALE:NONE SCALE:NONE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE TH THE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT ANCOR CITY AND STATE LAWS PREPARED BV: LANDSCAPE IRRIGATION DETAILS CITY OF LAKE ELSINORE SHEET 6 AND HAVE BEEN FOUND ACCEPTABLE ® Stantec SHEET NUMBER: L6 38 TECHNOLOGY DRIVE,SUITE 100 10 IRVINE,CA 92618 SCALE: BENCH MARK: OF SHEETS REMON HABIB,RCE No.83156 DATE 949.923.6000 SitlO}BC.0001 N.T.S. QRTEGA BESS PROJECT No. CITY ENGINEER DATE: 29970 CAMINO DEL NORTE CITY OF LAKE ELSINORE 2/16/2023 LAKE ELSINORE,CALIFORNIA 2042633601 FINISH GRADE MANUAL FLUSH VALVE OPLUMBED TO PVC(TYP) TECHLINE®18JBING REMOTE CONTROL VALVE WITH MF DISC FILTER AND PRV ---- ---- TWO-WAY TEPVC EXHAUST HEADERTECHLINE®TPVC SUPPLY HEADER3/4"SCH 80 TECHLINE®START CONNECTION PERIMETER LATERALS 2"TO 4"FROM EDGE PVC NIPPLEMALE ADAPTER SEE TECHLINE®DRIPLINEPLANS TECHLINE®START CONNECTION TECHLINE®TUBING REMOTE CONTROL VALVE WITH DISC FILTER AND PRVPVC TEE(SxS AREA PERIMETER PVC SUPPLY HEADER PVC PIPING I I I �AREA PERIMETER DRIP INDICATOR-LOCATE AT I I I I o DRIP INDICATOR-LOCATE AT FARTHEST FARTHEST AND/OR HIGHEST POINT IN - ZONE. CONNECT WITH BARB AND/OR HIGHEST POINT IN ZONE. CONNECT o I CONNECTOR. WITH BARB CONNECTOR. PVC EXHAUST HEADER TECHLINE®START CONNECTION MALE ADAPTER I I I ---- - J MF TECHLINE®START CONNECTION W/PVC RISER I I --- SCALE: NONE PERM EDGE ER LATERALS 2"TO 4" �1 TECHLINE® CENTER FEED LAYOUT k= =IMF MANUAL FLUSH VALVE PLUMBED TO PVC c TECHLINE® END FEED LAYOUT FINISH GRADE SCALE: NONE JUMBO NDS 117 BC OR CHRISTY JUMBO VALVE BOX OR EQUAL 1" ABOVE FINISHING GRADE BALL VALVE PROVIDE METAL VALVE TAG PVC ADAPTER/UNION FINISH GRADE ELECTRIC VALVE PRESSURE REGULATOR WITH PVC _ ADAPTER UNION 3"-6" PVC LATERAL BARK MULCH OR PLANTING M Y STRAINER/FILTER FINISH GRADE 3 CONTROL WIRES TO CONTROLLER- ` USE WATER TIGHT CONNECTORS e. SUB GRADE 1 C.F.PEA GRAVEL PVC MAIN LINE 1/2 POLYETHYLENE TUBING COMMON WIRE TO OTHER 1/4"SELF-PIERCING BARB SEE PLANS FOR VALVES ON SAME CONTROLLER CONNECTOR TECHLINEO DRIPLINE SPACING DRIP SYSTEM DICATORKIT RATION TECHLINE®SUBGRADE INSTALLATION �1MS IP CONTROL VALVE INDICATOR KIT ,� 5 SCALE: NONE l L E: NONE 1/4"DISTRIBUTION TUBING (LENGTH AS REQUIRED) 8"ROUND PLASTIC VALVE BOX n MF 8"LONG POLY LINE- / l MANUAL FLUSH VALVE FLUSH LINE OUTSIDE VALVE BOX / PLUMBED TO PVC / PVC TO POLY COMPRESSION / TECHLINE®DRIPLINE ADAPTER 1. RAINBIRD XERI-POP CAN UTILIZE THE FOLLOWING NOZZLES: PVC BALL VALVE SQ SQUARE NOZZLE(FORMERLY XPCN) / TECHLINE®START 5 SERIES MPR NOZZLES(ALL CONFIGURATIONS) / CONNECTION MALE ADAPTER 5 SERIES PLASTIC BUBBLERS / 8 SERIES MPR NOZZLES(8H,8T AND 8Q) PVC EXHAUST HEADER 2. INSTALL 1 PER VALVE / ° PVC EXHAUST HEADER 3. SUBMIT MFG.CUT SHEET FOR APPROVAL. / TECHLINE®TEE ° / 00000000 00 RIP INDICATOR / DRIP INDICATOR-LOCATE AT FARTHEST _ ORS / o AND/OR HIGHEST POINT IN ZONE. CONNECTo0000000000ALE:NONE WITH BARB CONNECTOR. BRICK SUPPORTS \ REMOTE CONTROL VALVE PLAN VIEW (THREE) \ WITH DISC FILTER AND PRV 3/4"GRAVEL SUMP (1 CUBIC FOOT) \ AREA PERIMETER PVC SUPPLY HEADER I NOTE: \ v 1. TOP OF VALVE BOX TO BE SET 1"ABOVE FINISH GRADE. TECHLINE® IRREGULAR AREAS INE® MANUAL LINE FLUSH VALVE 6 SCALE: NONE Cy"snONE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE TH THE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT ANDORCITY AND STATELAWS PREPARED BY CITY OF LAKE ELSINORE SHEET L7 AND HAVE BEEN FOUND ACCEPTABLE ® Stantec AND DRIP IRRIGATION DETAILS SHEET NUMBER: 38 TECHNOLOGY DRIVE,SUITE 100 10 IRVINE,CA 92618 SCALE: BENCH MARK: OF SHEETS 949.923.6000 stantec.com REMON HABIB,RICE No.83156 DATE ORTEGA BESS PROJECT No. CITY ENGINEER DATE: 29970 CAMINO DEL NORTE CITY OF LAKE ELSINORE 2/16/2023 LAKE ELSINORE,CALIFORNIA 2042633601 24'ROUGH OPENING VARIES - SEE SITE PLAN AND O 2"STEEL FRAME-(4)SIDES. 3/8"D TRUSS ROD,TYP. SHOP DRAWING REQUIREMENTS FIELD CONFIRM FIXED PANEL SIZES PROVIDE GALVANIZED (8'-0" O.C. MAX) 4 O2 HSS 6X6X1/4 STEEL POST TYP. CROSS BARS AS REQUIRED l.SUBMIT COMPLETE SHOP DRAWINGS FOR THE SECURITY FENCE, 6-5/8"GALVANIZED POST& O PERFORATED ALUMINUM PANEL CAP SCHED 40 AT GATE. GATES,ALL HARDWARE,OPENERS,KNOXBOX,ALL ELECTRIACAL GATE CLEARANCE TO COMPONENTS TO INCLUDE,BUT MAY NOT BE LIMITED TO: o °o° °000°o o°o o°o°o° GRADE AS REQUIRED o° ° o 0°00 0°0°00 w o°o°°°°o°0 0 00 °o°o°0 00 000 o°Oo o°o°0 00 00000000 ®FLAT STEEL TOP AND BOTTOM RAIL A. ALL INFORMATION REGARDING CLEARANCES,CONNECTIONS, cn °0 0 0°°000 0 0°0�o0 00000 00°0 ooa o°°0 0000 000 00 0°0�. (2)CHAIN LINK GATES. COMPONENTS. ROUGH OPENING C3 °0o°Oo°Oo°�°o°oo o°�°o°o°O°°°Oo°Oo°OOOo°oOOo°Oo` FINAL GATE WIDTH T.B.ID E B. INSTALLATION INSTRUCTIONS AND/OR DRAWINGS: SUBMIT AS O5 CONCRETE FOOTING AT POST w a° ose_o °o-�e°°-o o°m°O°4e=a°°O o40°-�°oO°ffo" LOCATIONS. °Oe° °0 °6°0- Q A° °oQo 4 6a° o APPLICABLE PRODUCT DATA. Q o 00 000000 0 0 o°Oa o0 00°o ooO°oo°°o°o°o0 00 00000°°0 0 000 2 0 CMU WALL,TYP. SHOP C. SUBMIT MANUFACTURER'S DESCRIPTIVE LITERATURE AND/OR ©COMPACTED SUBGRADE TO 90/o o a o 00 00 00 00 0° o°�°000 000 0 00 0°00 0 000 0o a o o Q DRAWINGS TO INCLUDE RELATIVE COMPACTION,TYP. V N °o°o°o°°oo°o°o o°o°0 00 00 0°0 0 0°°o 0 0°°0 3 W HARDWARE CONNECTIONS STANDARD CATALOG"CUT-SHEETS"OF ALL MATERIALS,COATINGS, 00 0°°00°0 00°00°00°0 00 00°�000°0°°°000000 00°0°0000000000 00000 o U -- TO WALLS ° o ° 1 O7 TOP OF FOOTING. FITTINGS AND EQUIPMENT PROPOSED TO BE FURNISHED AND an oe o moo-0o� ° oar° ao_a_� °�a_a_on�a° INSTALLED UNDER THIS PORTION OF THE WORK.INCLUDE THE o w o 000 0 000 000 0000 00 00° 000000°0o0 000000 ®FINISH GRADE. 2"GALVANIZED SCH.40 0°0 1.00�0°00 00 0000 00°0°00 000 00o°oNX oOo00�o°00 7 coo j j L \/\/ /\ \'/////\ //i/ / ////n/�/j�/////�/////�/i i 71//a 1 PIPE FRAME FOR GATE MANUFACTURER'S NAME AND CATALOG NUMBER FOR EACH ITEM U N o o°o°O° o 00 0° o° o 0 00 0 0°°o° o o°Oo°O M \� J\ � ��\\ L WHERE APPLICABLE. N 00 0000 00 00000 0 0000 0 00 0000 0000 00 0 00000 000°o0 8 NOTES: // k ! HINGE(TYP OF 6) o°Oo°O0, o°o°o o°Oo°o°o o°°o°Oo°oo°o°Oo°Oo°o A. ALL FENCE STEEL SHALL BE HEAVY d 2"0 D. CLEARLY ANNOTATE(STAR OR ASTERISK-IN BLACK INK)WHICH 0 o DUTY BAKED ENAMEL TYP 1-5I8"X 1-1/4"ROLL FORMED BOTTOM RAIL PORTIONS OF"CUT-SHEETS"ARE APPLICABLE IF MORE THAN ONE POWDERCOATED BLACK.SUBMIT PRODUCT IS SHOWN. III—III—III—III—III—III—III—III—III SAMPLE COLOR ON A SEGMENT OF VINYL COATED CHAIN LINK FABRIC BLACK I -III—III—III—III III III III III Ib III A FENCE POST FOR APPROVAL. #9 GA 2"MESH(AND KNUCKLE)TIE WIRES 1. ALL INFORMATION REGARDING CLEARANCES,CONNECTIONS, B. CONTRACTOR SHALL SUBMIT SHOP 18"O.C.MAX SPACING ° -III—III—III—III ,III—III—III—III COMPONENTS AND ANY MISCELLANEOUS RELATED �—III—III—III- — -III—III DRAWINGS FOR FENCING TO THE GRAVEL PER LANDSCAPE PLAN ° III—III—III—III —III— j GATE OPENER ON 2'X 2'CONC PAD-SEE APPURTENANCES(SUCH AS ACCESSIBLE LATCHES,HARDWARE _ _ a OWNER'S REPRESENTATIVE FOR a APPROVAL PRIOR TO FABRICATION. AND LOCKING MECHANISMS. -III—III—III- SCHEDULE SHEET L9 FOR ACCESS CONTROLS C. FOR FURTHER INFORMATION,SEE AND GATE EQUIPMENT. ALL NUTS AND BOLTS To a III III- 2. CONCRETE FOOTING AND REINFORCEMENT INFORMATION. STRUCTURAL DRAWINGS. BE WELDED ° 3. INSTALLATION INSTRUCTIONS AND/OR DRAWINGS: SUBMIT AS I �a APPLICABLE 6 CHAIN LINK VEHICULAR SWING GATE AT ENTRY 2'-0" I ,i ii — PANEL NOTES: � 2. CONTRACTOR SHALL COORDINATE CONSTRUCTION TIMING OF ALL PANEL HOLES TO 60 DEGREES SCALE:NONE SHOP DRAWING REQUIRED WORK WITH OWNER. STAGGERED ROUND HOLES. HOLE SIZE AND SPACING TO PROVIDE 50% 2 4FORATED METAL SECURITY FENCE SOLID SCREENING. E: SHOP DRAWING REQUIRED NOTES: _ 1. GATES AND HARDWARE TO BE SUPPLIED - - BY VENDOR 2. SHOP DRAWINGS TO INCLUDE CONNECTION - - - BETWEEN TUBE STEEL FENCE POST AND - 4` CHAIN LINK FENCE POST. - - "` ----_ 3. CONTRACTOR TO MARK POST LOCATIONS ON GROUND FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. SEE STRUCTURAL AND DI ENSIO - FOR WALL LAYOUT AND DIMENSIONS TYPICAL CMU WALL WITH PILASTER WALL BOTH ENDS OF SECURITY FENCE TO CONNECT AT NEW CMU WALL. SEE MATERIAL: CMU DETAIL 4 THIS SHEET AND SHEETS S9 AND S10 FOR CMU WALL 6" TUBESTEEL POST WITH CAP PLATE. TEXTURE: SPLITFACE INFORMATION. 8'-6" O.C. POSTS AT V-6"O.C.,TYPICAL AND AT ALL COLOR: "HARVEST"FROM ANGELUS BLOCK INC OR EQUAL CORNERS/TURNS. PILASTER MATERIAL:CMU K TEXTURE: SPLITFACE COLOR: "GREYSTONE"FROM ANGELUS BLOCK INC OR EQUAL HARVEST CAP MATERIAL:FLAT 2"CMU TEXTURE: SPLITFACE COLOR: "GREYSTONE"FROM ANGELUS BLOCK INC OR EQUAL NOTES: 8'-0" 1.CMU BLOCK FOR WALL: CMU MATERIAL TO BE SPLITFACE CONCRETE BLOCK PERFORATED BLACK ALUMINUM FIXED GRADE N,TYPE 1,UNITS CONFORMING TO ASTM C90 MINIMUM COMPRESSIVE PANEL. 50%SURFACE AREA SCREENING, STRENGTH OF 1500 PSI. TYP. SAMPLE HOLE PATTERN 2.NOMIMAL 7-5/8"X 7-5/8"X 15-7/8 FULL SIZE UNITS AND HALF UNITS GREYSTONE r 3.CMU CAP NOMINAL SIZE TO BE 7-5/8"X 15 5/8"X 2"AND TO BE SPLITFACE AND S FENCE - PANEL ELEVATION IN MATCHING COLOR TO PILASTER. 3 SCALE: 1/4"=V-0" CMU WALL SHOP DRAWING REQUIRED 4 SCALE:NONE 4.SAMPLE BLOCKS TO BE SUBMITTED TO OWNER'S REPRESENTATIVE FOR APPROVAL ON SITE PRIOR TO START OF WORK. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE APPROPRIATE CONDITIONS OF DEVELOPMENT ANDOR CITY AND STATE LAWS PREPARED BY CITY OF LAKE ELSINORE SHEET 8 AND HAVE BEEN FOUND ACCEPTABLE ® Sta ntec SITE DETAILS SHEET NUMBER: L8 38 TECHNOLOGY DRIVE,SUITE 100 10 IRVINE,CA 92618 SCALE: BENCH MARK: OF SHEETS 949.923.6000 stantec.com N.T.S. REMON HABIB,RICE No.83156 DATE ORTEGA BESS PROJECT No. CITY ENGINEER DATE: 29970 CAMINO DEL NORTE CITY OF LAKE ELSINORE 2/16/2023 LAKE ELSINORE,CALIFORNIA 2042633601 GATE EQUIPMENT REQUIREMENTS PHYSICAL STO Riverside County Fire Department Office of the Fire Marshal P•re 3aa 1. ALL ELECTRIC GATES SHALL BE ELECTRICALLY OPERATED FOR 2 KNOX PADLOCKS KEYED NOTES� swo�a.6N,sN�..uN�,�renl�.mrm,e,1 ENTRY BY A KNOX OVERRIDE SWITCH AVAILABLE THROUGH Technical Policy KNOXBOX.COM WITH CLIK2ENTER CAPABILITIES. 1.NON-CONTACT SENSORS(PHOTO SENSORS)PROVIDE 0.75"C-2#14,1#14G TO GATE OPERATOR.COORDINATE AND VERIFY WITH MANUFACTURER REQUIREMENTS. 2.NON-CONTACT SENSOR(PHOTO SENSOR)PROVIDE 0.77C-2#14,1#14G TO GATE OPERATOR.COORDINATE AND VERIFY WITH MANUFACTURER REQUIREMENTS Tide:Knox E en Access Standard 2. ALL GATE INSTALLATIONS FOR HIGH HAZARD OCCUPANCIES 3.CONTACT SENSOR(REVERSING EDGES)PROVIDE 0.75"C-2#14,1If 14G TO GATE OPERATOR.COORDINATE AND VERIFY WITH MANUFACTURER REQUIREMENTS Technical Poli :#TP 06 003 ERective Date:03/01/1992 Revised Date:01 072020 Code References:2019 California Fire Code,Chapter5,Section 5W SHALL BE ELECTRICALLY OPERATED FOR ENTRY BY A 3M - 4.CONTACT SENSOR(REVERSING EDGES)PROVIDE 0.75"C-2#14,1#1413 TO GATE OPERATOR.COORDINATE AND VERIFY WITH MANUFACTURER REQUIREMENTS ,.....�.:.•�a� ��.". OPTICOM CONTROLLER. S.CONTACT SENSOR(REVERSING EDGES)PROVIDE 0.75"C-2#14,1#14G TO GATE OPERATOR.COORDINATE AND VERIFY WITH MANUFACTURER REQUIREMENTS Purpose This standard has been developed to assist development applicants,architects,contractors, General Information: 3. ELECTRICALLY OPERATED GATES SHALL FAIL TO THE OPEN and building/business owners in determining the minimum requirements for rapid,non- Knox Padlocks,and similar products manufactured try Knox Company,are the only type destmctive access to the property and building during emergency situations. approved by Riverside County Fire Department. POSITION WHEN THE POWER IS OFF. THEY SHALL REMAIN OPEN Codes and Standards A Knox Padlock is required where a chain or manual gate is being utilized. UNTIL POWER IS RESTORED. Where access to or within a structure or an area is maetded because of secured opening(s)or where immediate access is necessary for Ida-saving or fire-fighting purpose,the OR of the Installation: 20'GATE OPERATOR Fire Marshal is authorized to require a key box to be installed in accordance with 2019 CFC, Verify the shackle size and that the links on the chain are large enough to allow the padlock 4. NO GATE SHALL BE INSTALLED WHERE ACCESS REQUIRES THE AND CONCRETE PAD/FOUNDATION. PROVIDE SHOP DRAWINGS TO GO WITH THE Sec.506. shackle to pass through. USE OF A PROXIMITY READER OR CARD,UNLESS A TURN-OUT IS PROVIDE GROUND ROD AND 1#6G 4 SELECTED OPENER TO BE PROVIDED AND INSTALLED Effective March 1,1992,the Riversitle County Fire Department has incorporated the Knox How to utilize two padlocks-one standard lack and one Knox Padlock can be hooked together FROM GROUND ROD TO GATE Rapid Entry System into the Department's operational standards.The Knox System breaks s indicated on the diagram above.This will allow access for,both,the owner and Fire PROVIDED FOR ITS USE. OPERATOR. down into four types: Department. TWO(2)LOOP DETECTOR • Knox Box- Mounted on building and stores building keys. 5. DIRECTION-LIMITING DEVICES,SUCH AS FIXED TIRE SPIKES,ARE LOOP LEAD CABLES 3 • Knox Padlocks- Installed on non-powered access gates. KNOX SWITCHES Knox Switches- Installed on powered access gates. PROHIBITED. — ,I}( —— 1 Knox Cabinet Box- Mounted onbuilding and stores blue prints,Floor plans,MSDS and . TWO(2)LOOP DETECTOR LOOP LEAD CABLES H information. 6. NO COMMERCIAL PROPERTY OWNER SHALL INSTALL FENCES OR All four types operate with singlegle key key that is secured by the Riverside County Fire Department. I GATES WHERE MORE THAN ONE GATE MUST BE OPENED IN I 1 1 ORDER TO REACH WITHIN 150 FEET OF THE REAR PORTION OF I General Information: Knox Key Switches,and similar products manufactured by Knox Company,are the only type ANY BUILDING I approved by Riverside County Fire Department. 7. ALL GATES SHALL BE OF MATERIALS THAT ALLOW MANUAL I A Knox Key Switch is required on all electronic gates and is the only application for this use. LOOP DETECTOR PROVIDE 3 TURNS OF LOOP CABLES PER OPERATION BY ONE PERSON. MANUFACTURERS RECOMMENDATIONS. Installation: (TYPICAL FOR ALL LOOP DETECTORS),COORDINATE WITH 1PJ080°3 A licensed gate contractor shall install Knox Switches. 8. MANUAL GATES SHALL HAVE A KNOX PADLOCK FOR I FINAL APPROVED MANUFACTURER SHOP DRAWING. KNOX SYSTEM TYPES Upon actuation of the Knox Key Switch,the gate shall open,along with any additional swing arms.The gate and swing arm shall stay in the open position until the key switch is put back EMERGENCY ACCESS. �, into normal operating position by the Fire Department. -I 1 KNOX BOX 3 5 PHYSICAL STO KEYPAD/CARD READER LOCATION.PROVIDE 1"C-2#14,1#14G.COORDINATE AND VERIFY WITH FINAL APPROVED MANUFACTURER SHOP DRAWING, General Information: Knox Boxes,and similar products manufactured by Knox Company,are the only type approved EXAMPLE VEHICULAR GATE OPENER by the Riverside County Fire Department. .w 3 SCALE I,NE Knox Boxes also induce boxes with tamper switches for buildings that are equipped with a fire KNOX CABINET BOX: alarm system.This switch may be tied into the fire alarm system,allowing the box to be monitored thereby,providing more security. I NOTE:Residential type boxes are not permitted to be used on commercial properties. Required Keys: One(1)labeled key per tenant space and/or door locking applications shall be Q K M OX' K N OX VAU LT' 4 40 0 provided for installation within the Knox Box.If multiple keys are required;they shall be on a key Ong to keep them together.Examples of keys to be included: SINGLE LOCK MODEL " GATE ACCESS CONTROLS:COORDINATE CONDUIT AND WIRE SIZE FOR 1.Keys that will provide access to ALL areas of the building. The Knox Vault 4400 is a secure,high c,p,dty key lock box trusted by first responders,property owners, 2.Rooms with fire detection and/or fire suppression equipment. General Information: ACCESS CONTROLS AND GATE OPERATORS WITH APPROVED and_ivers"_Stare up to So keys,a—cards and/or emergency plans to quickly gain rapid emergency 3.Keys to operate the protection equipment. Knox Cabinet Box,and similar products manufactured by Knox Company,Is the only type ass to large business and industrial facilities and campuses 4.Elevator keys for operation and Floor control. approved by Riverside County Fire Department. MANUFACTURER DRAWINGS. COORDINATE FINAL LOCATION OF aaa 5.Appropriate codes and/or electronic key cards. FEATURES 6.Fire alarm panel and manual pull station boxes. A Knox Cabinet Box is required on all buildings with Hazardous Materials where MSDS ELECTRICAL PANEL/BREAKERS/GROUND WITH OWNER. I+ gacapacitylovngupto,50keys.Accesscads,abl:WI. army tars,.,e6gcncy planning dw„nws,and FDC documents are required to be readily available for First Responders or other specialty Kslvmxch may alsoft In meta canpa tram but will Installation: occupancies and is the only application for its use. reduce max key qu.bty. Box shall be placed within proximity of the front main doors.Additional Knox boxes may be .Built M.-PU,ged and swum:UL tat/,UL 1610, required at other locations for large structures or where access delays warrant it. A Knox Cabinet Box is used to store blue prints,Floor plans,MSDS and Haz-Mat information. UL 1312.UL 131 All models e ca t Knox cabinet boxes hall be mounted approximately 6 feet above finished +F'nsl,etl wdh Knar-CmPto protest fwrtkms belts (x p )s pproxima y Installation: man standee ponce coat grade to the bottom of the Knox Box,or as otherwise approved.The box shall be clear visible +Exo-em .t,., .tartdca gasket and mounted in accordance with manufacturer's recommendations. The box shall be clearly visible and mounted in accordance with manufacturer's GATE AND CONTROLLER EQUIPMENT* BENEFITS recomm endation and approved by Riverside County Fire Department personnel. +RW repo Popery access Knox Box(6 fit from ground) rim +Reduces Propary dotage ❑ Plans Required Pmve,s faced en y rim°u,ldings ❑ :mi.,—.frst rwpaaa nry,y All required plans,shall be submitted to the Riverside County Fire Department for review and NAME MANUFACTURER NOTES Compliant k°Naliwal Fm Cod,(NFPA IFC,IBC) approval of mounting location/position and operating standards,prior to installation. witimem DIMENSIONS, OPTIONS Business NOTE:New buildings shall note location(s)of Knox products on all building plans. sxsw ks,n,-za ins s„rra —laoay-rNx2wxsv +Knox Tempe Matcanects to buialrg's alamsystw, from[ KNOX BOX KNOX BOX PER RIVERSIDE COUNTY FIRE nae�dMo n,-29bc massed Ma,n,na�a-9,¢Nx9, w brema eOch, DEPARTMENT rips door _ +Mount Recessca and Surface How to order Knox Equipment 'I'°' +3 cola options.Black,Mumnum Dark 9wze Dual bck—is-- Obtain an original wet signed Knox application form from one of our offices.Verify that the PER RIVERSIDE COUNTY FIRE �aa Knox form is completely filled out prior to sending. CONTROLLER 3M OPTICOM ACCESSORIES DEPARTMENT I�x�wlw -Mulo-Purpose swish fan mom m ele6o-cal duos,goes era 2 NOTE:Knox Co.will only accept original wet signed applications. � Dina elwtrical equipme,t +Rwws Mating wtfancvwowaaeormav V oOm,buctlw NOTE:Payment is made to Knox Company not Riverside County Fire Department. MUST BE RATED TO PULL 12'SWING +Public Safety Labels +Teg-0ut Tampa yeah NOTE:Knox Equipment is not shipped to one of our offices.Have equipment shipped to COMMERCIAL/INDUSTRIAL GRADE DOORKING,LIFTMASTER OR EQUAL-MIN. GATE MIN.400 LBS OR VERIFIED +Kay Tags alocation af your choice. SWING GATE OPERATOR PER UL 325 1/2 HP. COMBINED BARS,SENSORS ETC.AND Key ROO. 4 GATE WEIGHT ORDERING SPECIFICATIONS _ .. TOI...procu,....Ine deli••,y of uti x"P.v�a Mae,i, NOTE: EQUIP.ANCHORS PER MFG. 1.erep•M•dtha lalawne•ndtc.Ila,R xi,enis,I.u.•d: PROVIDE MIN.PAD SLOPE KEYPAD/READER PER OWNER. MOUNT " .xNwp �m "� "°m°m'wn"" "l °K^ar TO DRAIN. TOP OF PAD KEYPAD/CARD READER PER OWNER DOORKING,CORBY,LINEAR OR EQUAL -,k-le°''PNe.'eaI^t d^g.M'md eaad�am ON GOOSENECK POST-MIN 3"DIAla9a a cal d�5�n�ssEOdw Ny aJtabIX sva-mrxvamasasNalduv ,can SMOOTH,TROWELED FINISH snpv�aea o,�°,re arpmmy va,n nos a,ro-m.r,relocate TOOLED EDGES, E dorm,nn,slmvsy,wmMan,rHxrwxs•D 1/4"RADIUS KEYPAD/CARD READER PER OWNER. n ce dMw^,those-9,2NxB,2 W Zv VEHICULAR GATE KEYPAD/CARD PANIC BAR AND SHIELD/MOUNTING os- awnla- "arrahtgo- Na aavd ad FINISH GRADE OF PAVING DOORKING,CORBY,LINEAR OR EQUAL READER PER OWNER PLATE TO BE PER RIVERSIDE COUNTY FIn1.n: n—Wu,oc.. FIRE DEPT. cda:es .Dakarm:eurnlam m ���•# f PM:HnoNaul,44w(rah§der ID) r "" Mfr'.Neme:KNOX COkFPNv �E //. /.�/ / #4@12"O.C.EACH WAY MIN.2'X 2 (2 MIN.) * a o."o.n"an .RD OENIX.Az 65027 I T.900552-5a69 I F.a3-8-9a I INFOOKNOXBOx CON I NNOX.t AN CONTRACTOR TO SUBMIT A FULL LIST OF ALL EQUIPMENT AND HARDWARE ALONG WITH MANUFACTURER CUT SHEETS,OF ALL MATERIALS °°` "` FOR THE ACCESS CONTROLS AND GATE TO BE PROVIDED AS PART OF THE BID. NOTE: CONTRACTOR TO CONFIRM KNOX 2 KNOX BOX BOX MODEL WITH FIRE DEPARTMENT NOMINAL CONCRETE PAD FOR GATE EQUIPMENT *CONTRACTOR TO COORDINATE ALL ELECTRICAL EQUIPMENT AND INSTALLATION REQUIREMENTS WITH ELECTRICAL CONTRACTOR SCALE:NONE SCALEJL THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT ANDOR CITY AND STATE LAWS TH THE PREPARED BY CITY OF LAKE ELSINORE SHEET 9 AND HAVE BEEN FOUND ACCEPTABLE ® Ste ntec SITE DETAILS SHEET NUMBER: �^ 38 TECHNOLOGY DRIVE,SUITE 100 y 10 IRVINE,CA 92618 SCALE: BENCH MARK: OF SHEETS 949.923.6000 stantec.com N.T.S. REMON HABIB,RCE No.83156 DATE ORTEGA BESS PROJECT No. CITY ENGINEER DATE: 29970 CAMINO DEL NORTE CITY OF LAKE ELSINORE 2/16/2023 LAKE ELSINORE,CALIFORNIA 2042633601 SECTION I-PLANTING PART 1-GENERAL PART 2-MATERIALS 1.1 DESCRIPTION OF WORK B. CONTAINER PLANTS: 2.1 GENERAL K. AUTOMATIC CONTROLLER: A. FURNISH ALL LABOR,EQUIPMENT AND MATERIALS FOR THE PROPER INSTALLATION OF PLANTS, 1. DO NOT LIFT OR HANDLE CONTAINER PLANTS BY TOPS,STEMS OR TRUNKS AT ANYTIME. A. ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW AND IN PERFECT CONDITION 1. LOCATE CONTROLLERS IN GENERAL LOCATION SHOWN ON THE DRAWINGS WITH EXACT . . LAWN,AND ASSOCIATED FEATURES. 2. ALL PLANTS SHALL BE SET SO THAT,WHEN SETTLED,THE SOIL LEVEL AT CROWN OF POINT PLACEMENT TO BE DETERMINED IN THE FIELD. B. NOTES ON Li SUPERSEDE THESE STANDARD SPECIFICATIONS. IS 1 112 INCHES ABOVE THE FINISHED GRADE OF LAWNS AND V ABOVE FINISHED GRADE 2.2 PIPE AND EQUIPMENT 2. CONNECT CONTROL LINES TO CONTROLLER IN SEQUENTIAL ARRANGEMENT ACCORDING TO OF OTHER PLANTING BEDS.TAPER FINISHED GRADE AWAY FROM ROOT BALL. ASSIGNED IDENTIFICATION NUMBER OF VALVE.CONTROL LINES SHALL BE LABELED AT PART 2-MATERIALS 3. FERTILIZER TABLETS:REFER TO PARAGRAPH 3.3 D. A. PIPE: CONTROLLER WITH PERMANENT NONFADING LABELS INDICATING IDENTIFICATION NUMBER 2.1 PLANTS 4. ALL PLANTS SHALL BE PLANTED IMMEDIATELY AFTER THE CONTAINERS ARE CUT. 1. ALL PIPE SHALL BE FREE OF BLISTERS,INTERNAL STRIATIONS OR ANY OTHER DEFECTS OF VALVE CONTROLLED. REMOVE CONTAINERS FROM THE SITE. OR IMPERFECTIONS.THE PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED 3. PROVIDE A 120 VOLT WATERPROOF,DISCONNECT SWITCH ON THE SERVICE LINE;MOUNT A. ALL SUBSTITUTIONS TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 5. WATERING BASINS:FORM CIRCULAR EARTH BASIN CENTERED ON THE STEM OF EACH PLANT. WITH THE MANUFACTURER'S NAME,MATERIAL TYPE,SIZE,SCHEDULE OR CLASS AND INSIDE THE CONTROLLER ENCLOSURE. B. QUALITY: THE RIM OF BASIN SHALL BE 3-4 INCHES ABOVE THE GRADE AT THE STEM.DO NOT FORM QUALITY CONTROL IDENTIFICATIONS. L. BACKFLOW-PREVENTION ASSEMBLY: WATERING BASINS AROUND TREES IN LAWN AREAS. 2. BRASS(WHEN APPLICABLE):85%RED BRASS,ANSI SCHEDULE 40 1. INSTALL BACKFLOW-PREVENTION DEVICES PER LOCAL CODE AND AS DETAILED. 1. PLANTS SHALL CONFORM WITH AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS ANSI Z60.1 3. COPPER(WHEN APPLICABLE):TYPE K,RIGID COPPER M. SPRINKLER HEADS,QUICK-COUPLER VALVES,EMITTERS AND BUBBLERS: C. GROUND COVER PLANTS AND ANNUAL FLOWERS: 4. PIPE SLEEVES TO EXTEND 18"BEYOND BACK OF CURB OR WALK 2. PLANTS SHALL BE SYMMETRICAL AND TYPICAL FOR VARIETY AND SPECIES. 1. INSTALL PLANTS AT SPACINGS INDICATED ON THE LEGEND AND PLANT IN STAGGERED ROWS, 1. THOROUGHLY FLUSH LINES BEFORE INSTALLING EQUIPMENT. B. PIPE FITTINGS: EVENLY SPACED PER DETAIL. N. COVERAGE TEST: 3. GROUNDCOVER PLANTS SHALL BE FULL AND COMPACT,NOT"LEGGY". 1. PLASTIC:POLYVINYL CHLORIDE(PVC). 2. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ROOTS(2 z ROOTBALL).PLACE 1. WHEN THE IRRIGATION SYSTEM HAS BEEN COMPLETED,A COVERAGE TEST SHALL BE 4. ALL TREES AND SHRUBS SHALL BE CONTAINER GROWN OR ESTABLISHED"BOXED-OUT",FIELD- PLANTS SO ROOT SYSTEM LIES FREE WITHOUT DOUBLING. A. SOLVENT WELD SPECIFIED ON THE DRAWINGS. PERFORMED IN THE PRESENCE OF OWNER'S REPRESENTATIVE TO DETERMINE IF COVERAGE GROWN MATERIAL,UNLESS OTHERWISE SPECIFIED. 3. TAMP SOIL AROUND ROOTS TO ELIMINATE AIR POCKETS. 2. BRASS(WHEN APPLICABLE):MEDIUM BRASS,CLASS 125 PSI THREADED FITTINGS. OF WATER AFFORDS PLANTING AREA COVERAGE. 5. CONTAINER STOCK SHALL BE GROWN FOR AT LEAST EIGHT MONTHS,IN CONTAINERS IN WHICH 4. WATER THOROUGHLY AFTER PLANTING,TAKING CARE NOT TO COVER CROWNS OF PLANTS WITH 3. COPPER(WHEN APPLICABLE):WROUGHT COPPER,SOLDER JOINT FITTINGS.C. REMOTE CONTROL WIRE: 2. CHANGE ANY HEADS,NOZZLES,EMITTERS OR BUBBBLERS AS MAY BE REQUIRED TO PROVIDE DELIVERED.DO NOT USE CONTAINER PLANTS WITH CRACKED OR BROKEN BALLS OF EARTH. WET SOIL. 1. ALL WIRE SHALL BE SOLID COPPER 600 VOLT AC,TYPE OF-AWG,ILL APPROVED FOR SATISFACTORY COVERAGE. D. SOD INSTALLATION DIRECT BURIAL,WIRE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE 3. ADJUST ALL SPRINKLERS,EMITTERS AND BUBBLERS TO AVOID OVER SPRAY ON BUILDING 6. DO NOT PRUNE PLANTS PRIOR TO DELIVERY,EXCEPT AS AUTHORIZED BY THE LANDSCAPE ARCHITECT. 1. LAY SOD TO FORMA SOLID MASS WITH TIGHTLY-FITTED JOINTS.BUTT ENDS AND MANUFACTURER'S NAME,WIRE SIZE AND IDENTIFICATION.WIRE RUNS SHALL BE WALL OR MONUMENT SIGN OR PROVIDING EXCESS WATER. SIDES OF SOD STRIPS.DO NOT OVERLAY EDGES.STAGGER STRIPS TO OFFSET JOINTS CONTINUOUS(NO SPLICES). O. SYSTEM TESTS: 7. PROTECT PLANTS IN TRANSIT AND AFTER DELIVERY TO THE PROJECT SITE. IN ADJACENT COURSES.REMOVE EXCESS SOD TO AVOID SMOTHERING OF 2. COLOR OF CONTROL WIRES SHALL BE AS FOLLOWS: 1. PRIOR TO FINAL ACCEPTANCE OF IRRIGATION SYSTEM,THE AUTOMATIC SPRINKLER ADJACENT GRASS.SET TOP OF SOD PAD FLUSH WITH ADJACENT CURBS, A. PILOT WIRES -#14 BLACK OR COLOR CONTROLLERS SHALL BE TESTED THROUGH ALL THEIR CYCLES IN THE PRESENCE OF THE C. PLANT OBSERVATIONS: SIDEWALKS,DRAINS AND SEEDED AREAS. B. COMMON WIRE -#14 WHITE ONLY OWNER'S REPRESENTATIVE AND ANY NECESSARY ADJUSTMENTS SHALL BE MADE. 1. RIGHT OF OBSERVATION BY OWNER'S REPRESENTATIVE FOR APPROVAL OR REJECTION 2. DO NOT LAY DORMANT SOD OR INSTALL A SOD ON SATURATED OR FROZEN SOIL. D. GATE VALVES: P. WRENCHES AND KEYS 3. INSTALL INITIAL ROW OF SOD IN A STRAIGHT LINE,BEGINNING AT BOTTOM : IS RESERVED AT THE PLACE OF GROWTH AND/OR ON THE PROJECT SITE AT ANY TIME 1. ALL BRASS OR BRONZE DOUBLE DISC,NON-RISING STEM. 1. PROVIDE DEALER.AT COMPLETION OF THE PLANTING-MAINTENANCE PERIOD WITH THREE .UPON DELIVERY DURING THE WORK.PLANTS SHALL BE OBSERVED FOR SIZE,VARIETY, SLOPES,PERPENDICULAR DIRECTION OF THE SLOPED.PLACE SUBSEQUENT 2 150 PSI WORKING PRESSURE. (3)EACH OF ALL OPERATING AND SERVICING KEYS AND WRENCHES REQUIRED FOR COMPLETE CONDITION,DEFECTS,OR INJURY.REJECTED PLANTS TO BE REMOVED OFF-SITE IMMEDIATELY. ROWS PARALLEL TO AND LIGHTLY AGAINST PREVIOUSLY INSTALLED ROW. 3. ALL VALVES SHALL BE LINE SIZE. MAINTENANCE AND OPERATION OF ALL VALVES.INCLUDE ALL WRENCHES NECESSARY FOR D. CONTRACTOR TO SUBMIT PURCHASE ORDER TO LANDSCAPE ARCHITECT FOR APPROVAL OF ALL 4. WATER SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER LAYING. COMPLETE DISASSEMBLY OF ALL VALVES. PLANT AND FERTILIZER MATERIALS AND PROPOSED SUBSTITUTIONS. 5. ROLL WITH LIGHT LAWN ROLLER TO ENSURE CONTACT WITH SUB-GRADE. PART 3-EXECUTION 3.3 GUARANTEE 2.2 FERTILIZERS AND SOIL CONDITIONERS 3.5 MISCELLANEOUS ITEMS 3.1 COORDINATION:SCHEDULE AND COORDINATE THE WORK BELOW WITH OTHER TRADES OR CONTRACTORS. A. REPAIR OF DAMAGE:ALL DAMAGE TO PAVING,PLANTING,STRUCTURES,AND OTHER A. ALL FERTILIZER AND SOIL CONDITIONERS SHALL BE ORGANIC FIRST QUALITY,STANDARD BRAND, A. MULCHING: A. INSTALL PIPE AND SLEEVES UNDER PAVING AND THROUGH WALLS AND FOOTINGS. IMPROVEMENTS DUE TO SETTLEMENT OF IMPROPERLY COMPACTED TRENCH BACK FILL SHALL AGRICULTURAL PRODUCT. 1. INSTALL BARK MULCH OVER PLANTING AREAS INDICATED ON THE DRAWINGS. B. DO NOT INSTALL SPRINKLER HEADS UNTIL WALLS,CURBS,HEADERS AND OTHER RELATED STRUCTURES BE PROMPTLY REPAIRED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 2. MULCH SHALL BE 3INCHES DEEP MIN,OR TO DEPTH SHOWN ON PLANS. B. MATERIALS DELIVERY AND STORAGE:MANUFACTURED MATERIALS SHALL BE DELIVERED IN ORIGINAL 3. WHERE WATERING BASINS ARE REQUIRED,FILL BASIN WITH MULCH PER DETAIL. ARE IN PLACE. B. ALL MATERIALS AND WORKMANSHIP SHALL BE AS SPECIFIED AND SHALL,FOR A MINIMUM PERIOD CONTAINERS WITH BRAND AND MAKER'S NAME MARKED THEREON.MATERIALS IN BROKEN C. DO NOT INSTALL PIPE UNTIL PLANTING AREAS HAVE BEEN SCARIFIED UNDER PLANTING WORK. OF ONE(1)YEAR,BEGINNING AT THE DATE OF FINAL ACCEPTANCE,BE AND PERFORM REQUIRED CONTAINERS OR SHOWING EVIDENCE OF DAMAGE WILL BE REJECTED AND MUST BE IMMEDIATELY 3.6 GENERAL CLEANUP TO COMPLETE SATISFACTION OF OWNER'S REPRESENTATIVE.AT THE END OF THIS PERIOD,ALL REMOVED FROM THE SITE.ODOROUS MATERIAL SHALL NOT BE BROUGHT TO THE SITE UNTIL THEY 3.2 INSTALLATION REPAIRS AND ADJUSTMENTS,INCLUDING ADJUSTMENT TO GRADE,SHALL BE MADE INCLUDING ALL ARE TO BE USED. A. REMOVE ALL CANS,SURPLUS MATERIALS,AND OTHER DEBRIS FROM SITE.NEATLY DRESS AND REPAIRS TO OTHER WORK MADE NECESSARY THEREBY,WITHOUT ADDITIONAL EXPENSE TO OWNER'S FINISH ALL PLANTING AREAS.FLUSH WALKS,PAVED AREAS,ETC.,CLEAN TO THE SATISFACTION A. LAYOUT' REPRESENTATIVE. C. BARK FOR MULCHING:PER PLAN NOTES. OF THE THE OWNER'S REPRESENTATIVE. 1. LAY OUT WORK AS ACCURATELY AS POSSIBLE IN ACCORDANCE WITH THE DRAWINGS. 2.3 TOPSOIL AND LANDSCAPE FILL B. RINSE FOLIAGE OF ALL PLANT MATERIALS WITHIN THE CONSTRUCTION AREA AS OFTEN AS NECESSARY 2. WHERE SITE CONDITIONS DO NOT PERMIT LOCATING PIPING,VALVES AND HEADS WHERE C. PRESENT TO CONSTRUCTION RECORD DRAWINGS,AND ALL MANUALS AND TOOLS TO KEEP THE FOLIAGE FREE FROM DUST GENERATED BY THE WORK OF THIS CONTRACT. SHOWN,NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND DO NOT PROCEED UNTIL HIS/HER DESCRIBED ABOVE TO OWNER AT FINAL ACCEPTANCE. A. LANDSCAPE FILL SHALL BE AS FOLLOWS: INSTRUCTIONS ARE OBTAINED. "END OF SECTION" 1. NATIVE SOIL,IF NATIVE SOIL IS AVAILABLE AND MEETS ALL CRITERIA OF 2.38,IT CAN 3.7 GUARANTEE 3. RUN PIPE LINES AND AUTOMATIC CONTROL WIRING IN COMMON TRENCHES WHERE POSSIBLE BE PLACED OVER NATIVE SOIL ONLY AS FILL AND PRACTICAL. A. ALL TREES,SHRUBS,GROUND COVERS,AND OTHER PLANT MATERIALS SHALL BE GUARANTEED TO TAKE 4. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY ASPECTS OF LAYOUT WHICH WILL PROVIDE INCOMPLETE SECTION III-MAINTENANCE 2. COMPATIBLE IMPORTED FILL.'COMPATIBLE'MEANS A SOILS TEST WAS SUBMITTED ON PROPOSED ROOT AND GROW AND THRIVE FOR A PERIOD OF ONE(1)YEAR AFTER FINAL ACCEPTANCE OF THE WORK. OR INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL FILL AND WAS APPROVED BY THE LANDSCAPE ARCHITECT AS COMPATIBLE WITH NATIVE SOIL B. ANY TREES OR OTHER PLANT MATERIALS THAT DIE BACK AND LOSE THE FORM AND SIZE ORIGINALLY HIS/HER INSTRUCTIONS ARE OBTAINED. AND CAN BE USED AS FILL. SPECIFIED,SHALL BE REPLACED. 5. LOCATE ALL UNDERGROUND UTILITY LINES PRIOR TO EXCAVATING IRRIGATION TRENCHES AND PART 1-GENERAL 3. UNDER NO CIRCUMSTANCES ARE SOILS TO BE PLACED IN INCOMPATIBLE LAYERS. C. WITHIN 15 DAYS OF WRITTEN NOTIFICATION,REMOVE AND REPLACE ALL BRING ANY CONFLICTS TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE.DO NOT PROCEED 1.1 DESCRIPTION OF WORK B. TOPSOIL GENERATED FROM ON-SITE GRADING MAYBE USED IF IT MEETS THE FOLLOWING CRITERIA GUARANTEED PLANT MATERIALS WHICH,FOR ANY REASON,FAIL TO MEET REQUIREMENTS OF GUARANTEE. WITH THE WORK UNTIL INSTRUCTIONS ARE RECEIVED FROM THE OWNER'S REPRESENTATIVE. AND IS TO BE PLACED ON NATIVE SOIL ONLY.TOPSOIL SHALL CONSIST OF A UNIFORM NATURAL REPLACEMENTS SHALL BE MADE TO SAME SPECIFICATIONS REQUIRED FOR ORIGINAL MATERIALS AND B. PROTECTION: A. PROVIDE ALL MATERIALS,EQUIPMENTS AND LABOR TO COMPLETE MAINTENANCE OPERATIONS. LOAM,FREE FROM LUMPS,CLODS,SOD,STONES LARGER THAN 3/4"IN ANY DIMENSION,STICKS, SHALL CARRY THE SAME GUARANTEE FROM THE TIME THEY ARE REPLACED. 1. PROTECT EXISTING AND NEW WORK AT ALL TIMES.ANY LEAKS ON NEW OR EXISTING PIPES AND ANY WOOD CINDERS,CONCRETE,OR ANY OTHER FOREIGN OR UNDERISREABLE MATERIALS. EXISTING BUILDINGS,EQUIPMENT,PIPING,PIPE COVERINGS,SEWERS,SIDEWALKS,LANDSCAPING,ETC., PART 2-MATERIALS "END OF SECTION" DAMAGED BY THE CONTRACTOR DURING THE COURSE OF THE WORK SHALL BE REPLACED OR REPAIRED C. THE ACIDITY RANGE OF IMPORTED TOPSOIL PRIOR TO TREATMENT AS SPECIFIED HEREIN SHALL BE SECTION II IRRIGATION BY THE CONTRACTOR IN A MANNER SATISFACTORY TO THE OWNER AND AT THE CONTRACTOR'S OWN 2.1 PROVIDE ALL MATERIALS,CHEMICALS,FERTILIZER,REPLACEMENT PLANTS AND EQUIPMENT AS REQUIRED - BETWEEN PH 6.0 AND PH 7.0 INCLUSIVE. EXPENSE.REPAIR BEFORE THE FINAL PAYMENT IS MADE. TO MAINTAIN THE PROJECT AS DESCRIBED BELOW. D. IMPORTED TOPSOIL SHALL CONTAIN A MINIMUM OF 5 PERCENT AND NOT MORE THAN 20%ORGANIC PART 1-GENERAL C. EXCAVATING AND TRENCHING: MATTER DETERMINED BY LOSS ON IGNITION OF MOISTURE FREE SAMPLES. 1. EXCAVATION SHALL BE IN ALL CASES AMPLE IN SIZE TO PERMIT THE PIPES TO BE LAID AT PART 3-EXECUTION E. THE MECHANICAL ANALYSIS OF THE IMPORTED TOPSOIL SHALL BE AS FOLLOWS: 1.1 DESCRIPTION OF WORK THE ELEVATIONS INTENDED AND TO PERMIT AMPLE SPACE FOR JOINING. A. FURNISH ALL LABOR EQUIPMENT AND MATERIALS NECESSARY FOR THE COMPLETE IRRIGATION D. ASSEMBLING PIPELINES: 3.1 PLANT MATERIALS SYSTEM INSTALLATION AS SHOWN ON THE DRAWINGS AND SPECIFIED HERIN. 1. ALL PIPE SHALL BE ASSEMBLED FREE FROM DIRT AND PIPE SCALE.FIELD-CUT ENDS SHALL A. MAINTENANCE OF PLANTING: U.S.STANDARD SIEVE NO. %RETAINED %PASSING BE REAMED AND SANDED TO REMOVE ROUGH EDGES AND BURRS. 1. CONTINUOUSLY MAINTAIN ALL PLANTINGS,GRASSES AND LAWN IN AREAS INCLUDED IN THE 1" 0 100 1.2 QUALITY ASSURANCE 2. SOLVENT-WELD JOINT: CONTRACT FROM THE BEGINNING OF CONTRACT WORK,DURING THE PROGRESS OF WORK. A. SOLVENT CEMENT AND PRIMER:FOR SOLVENT WELD JOINTS SHALL BE OF MAKE 2. TREE/SHRUB CARE: 1/4" 3(MAX.) 40-60 A. STANDARDS,SPECIFICATIONS AND CODES: AND TYPE APPROVED BY MANUFACTURER(S)OF PIPE AND FITTINGS.CEMENT A.INSECTICIDES,HERBICIDES,FUNGICIDES SHALL BE THE FINEST QUALITY OBTAINABLE. 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF SHALL BE MAINTAINED AT PROPER CONSISTENCY THROUGHOUT USE. B.CHEMICALS SHALL BE DESIGNED FOR THE PROBLEM AND APPLIED IN A #100 40-60 40-60 THE SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY,THE UNIFORM PLUMBING B. COAT THE INSIDE SOCKET SURFACE OF THE FITTING AND THE EXTERNAL SURFACE PROFESSIONAL MANNER. CODE AND OTHER APPLICABLE STATE OR LOCAL CODES OR REGULATIONS.NOTHING ON THE OF THE MALE END OF THE PIPE WITH PRIMER.THEN,WITHOUT DELAY,APPLY C.PRUNING SHALL BE DONE BY A QUALIFIED PROFESSIONAL USING APPROVED PART 3-EXECUTION PLANS OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF CEMENT LIBERALLY TO THE MALE END OF THE PIPE AND ALSO APPLY CEMENT METHODS/TECHNIQUES. SAID RULES AND REGULATIONS. LIGHTLY TO THE INSIDE OF THE SOCKET.AT THIS TIME,APPLY A SECOND COAT D.PRUNE ONLY TO CORRECT MIS-SHAPING,ENCROACHMENT OR REMOVE DAMAGED/DEAD WOOD. 3.1 SITE REVIEW 2. THE CONTRACTOR SHALL FURNISH,WITHOUT EXTRA CHARGE,ANY ADDITIONAL MATERIAL OF CEMENT OF THE PIPE END. E.AVOID MAJOR PRUNING DURING SUMMER MONTHS:POTENTIAL DAMAGE IS PREVALENT. AND/OR LABOR WHEN REQUIRED BY THE COMPLIANCE WITH THE ABOVE RULES AND C. INSERT PIPE IMMEDIATELY INTO FITTING AND TURN ONE-QUARTER TURN TO F.REMOVE WEEDS THROUGH CHEMICAL AND/OR MANUAL METHODS. A. ALL SCALED DIMENSIONS ARE APPROXIMATE.CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND REGULATIONS THOUGH THE WORK BE NOT MENTIONED IN THESE PARTICULAR DISTRIBUTE CEMENT AND REMOVE AIR BUBBLES.THE PIPE MUST SEAT TO THE G.CONTROL DISEASE AND INSECT INFESTATIONS WITH APPROVED CHEMICALS. QUANTITIES AND IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY BETWEEN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS. BOTTOM OF THE SOCKET AND FITTING.CHECK ALIGNMENT OF THE FITTINGS. H.FERTILIZE TREES/SHRUBS AT 60 DAYS WITH A BALANCED 15-5-7 SLOW RELEASE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS.NO WORK SHALL BE DONE IN ANY AREA B. WHEREVER THE TERM"AS PER MANUFACTURER'S SPECIFICATIONS AND/OR INSTRUCTIONS,'IS USED, FERTILIZER AT MANUFACTURER'S RECOMMENDED RATES. , WHERE THERE IS SUCH A DISCREPANCY UNTIL REVIEW FOR SAME HAS BEEN GIVEN BY THE LANDSCAPE E. LAYING PIPE: 3. REPLACEMENTS:IMMEDIATELY REPLACE ANY PLANT MATERIALS THAT DIE OR ARE ARCHITECT. IT SHALL MEAN IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED DIRECTIONS.IF THESE 1. PIPE SHALL BE BEDDED ON AT LEAST 2INCHES OF FINELY DIVIDED MATERIAL WITH NO ROCKS DAMAGED.REPLACEMENTS SHALL BE MADE TO THE SPECIFICATIONS AS REQUIRED FOR DIRECTIONS CONFLICT WITH THIS SPECIFICATION,THE MATTER SHALL BE BROUGHT TO THE OWNER'S OR CLODS OVER 1 INCH IN DIAMETER,TO PROVIDE A FIRM UNIFORM BEARING. ORIGINAL PLANTINGS. B. COORDINATION:COORDINATE WORK WITH OTHER TRADES TO ENSURE PROPER SEQUENCING REPRESENTATIVE'S ATTENTION AND HIS/HER INSTRUCTIONS OBTAINED BEFORE PROCEEDING WITH THE WORK. 2. PVC PIPE SHALL BE SNAKED FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW FOR 4. CONDITION OF PLANTINGS AT THE END OF THE MAINTENANCE PERIOD: OF CONSTRUCTION. 1.3 SUBMITTALS EXPANSION AND CONTRACTION.ONE ADDITIONAL FOOT PER 100 FEET OF PIPE IS THE A.ALL PLANT MATERIALS SHALL BE LIVE,HEALTHY,UNDAMAGED,AND FREE FROM 3.2 SITE PREPARATION-CONTRACTOR TO COMPLETE THE FOLLOWING PRIOR TO STARTING WORK: MINIMUM ALLOWANCE FOR SNAKING(FOR SOLVENT-WELD PIPE ONLY). INFESTATIONS. A. WEED AND DEBRIS REMOVAL: A. MATERIALS LIST: 3, CAP OR PLUG OPENINGS AS PIPELINE IS ASSEMBLED TO PREVENT ENTRANCE OF DIRT OR B.GROUND COVER,SHRUB AREAS,AND OTHER PLANTING AREAS SHALL BE FREE OF ALL _ 1. ALL AREAS TO BE PLANTED SHALL BE CLEANED OF ALL WEEDS AND DEBRIS PRIOR 1. LIST ALL MATERIALS BY MANUFACTURER'S NAME AND MODEL NUMBER. OBSTRUCTION.REMOVE CAPS OR PLUGS ONLY WHEN NECESSARY TO CONTINUE ASSEMBLY. WEEDS(BROADLEAF AND GRASS WEEDS). TO AN SOIL PREPARATION OR GRADING WORK.WEEDS AND DEBRIS SHALL BE DISPOSED 2. ONLY MATERIALS AND ITEMS OF EQUIPMENT SPECIFIED SHALL BE USED. F. REMOTE-CONTROL VALVES: C.PLANTINGS THAT DO NOT CONFORM TO SPECIFICATIONS SHALL BE REPLACED AND OF OFF THE SITE. 3. PROPOSED SUBSTITUTIONS SHALL BE INCLUDED WITH MATERIALS LIST,FOR APPROVAL. 1. INSTALL WHERE SHOWN AND GROUP TOGETHER WHERE PRACTICAL.LIMIT ONE RCV PER BROUGHT TO A SATISFACTORY CONDITION BEFORE FINAL ACCEPTANCE OF THE WORK VALVE BOX. CAN BE MADE. B. CONTAMINATED SOIL: B. MANUALS: 2. INSTALL VALVES NO FARTHER THAN 12 INCHES FROM MAIN LINE UNLESS ABSOLUTELY 3.2 IRRIGATION SYSTEM 1. DO NOT PERFORM ANY SOIL PREPARATION WORK IN AREAS WHERE SOIL IS CONTAMINATED 1. PRIOR TO THE FINAL ACCEPTANCE OF THE IRRIGATION SYSTEM,THE CONTRACTOR SHALL NECESSARY. A. MAINTENANCE OF IRRIGATION: WITH CEMENT,PLASTER,OIL,GASOLINE,PAINT OR OTHER CONSTRUCTION DEBRIS.BRING FURNISH THREE(3)INDIVIDUALLY BOUND SERVICE MANUALS TO OWNER. 3. THOROUGHLY FLUSH MAIN LINE BEFORE INSTALLING VALVE. 1. CONTINUOUSLY MAINTAIN ALL IRRIGATION EQUIPMENT IN AREAS INCLUDED IN THE CONTRACT SUCH AREAS TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE AND DO NOT PROCEED UNTIL THE MANUALS SHALL CONTAIN COMPLETE EXPLODED DRAWINGS,DIAGRAMS 4. PLACE ALL CONTROL VALVES IN VALVE BOXES;USE EXTENSIONS AS NECESSARY TO KEEP SOIL FROM THE BEGINNING OF CONTRACT WORK,DURING THE PROGRESS OF WORK THE CONTAMINATED SOIL IS REMOVED AND REPLACED. AND SPARE PARTS LISTS OF ALL EQUIPMENT INSTALLED SHOWING COMPONENTS AND CATALOG AWAY FROM VALVES AND SOLENOIDS.NO SOIL ALLOWED AROUND VALVE. C. MOISTURE CONTENT:SOIL SHALL NOT BE WORKED WHEN MOISTURE CONTENT IS$O GREAT THAT NUMBERS TOGETHER WITH THE MANUFACTURER'S NAME AND ADDRESS.IN ADDITION,EACH 5. INSTALL BOX FLUSH AND LEVEL WITH GRADE. A.IRRIGATION SYSTEM SHALL BE IN A FULLY ADJUSTED/OPERATIONAL CONDITION AT ALL TIMES. EXCESSIVE COMPACTION WILL OCCUR,NOR WHEN IT IS SO DRY THAT DUST WILL FORM IN THE AIR SERVICE MANUAL SHALL CONTAIN THE FOLLOWING: 6. INSTALL 1 C.F.GRAVEL,3/4"NON-GRADED,IN BASE OF VALVE BOX. B.E SPRAY,MAINTAIN"HEAD-TO-HEAD"OPEOPERATION O100%COVERAGE T ALL PLANT AREAS. OR THAT CLODS WILL NOT BREAK READILY.WATER SHALL BE APPLIED,IF NECESSARY,TO BRING SOIL A. INDEX SHEET INDICATING THE CONTRACTOR'S NAME,ADDRESS AND PHONE G. GATE VALVES: C.EVALUATE COMPLETE OPERATION OF SYSTEM AT LEAST 4 TIMES DURING MAINTENANCE PERIOD. TO AN OPTIMUM MOISTURE CONTENT FOR TILLING AND PLANTING. NUMBER. D.REPAIRS SHALL BE MADE WITHIN 24 HOURS OF NOTIFICATION,UNLESS OTHERWISE APPROVED. 1. INSTALL WHERE SHOWN THE DRAWINGS. E.HAND-WATER IF SYSTEM IS INOPERABLE OR NOT IN PLACE. D. FINISH GRADING: B. COPIES OF EQUIPMENT WARRANTIES AND CERTIFICATES. 2. INSTALL IN 10-INCH DIAMETET ER PLASTIC VALVE BOX WITH TWIST LOCK COVER. F.ADJUST CONTROLLER TO PREVAILING WEATHER CONDITIONS. C. LIST OF EQUIPMENT WITH NAMES,ADDRESSES AND TELEPHONE NUMBERS OF H. FLUSHING LINES: G.ADJUST SPRINKLER NOZZLES AND BODIES TO PREVENT OVER AND UNDER SPRAY. 1. REESTABLISH AND MAINTAIN POSITIVE DRAINAGE AND FINISH GRADES BEFORE PLANTING. n SEE CIVIL DRAWINGS. ALL LOCAL MANUFACTURER'S REPRESENTATIVES. 1. FLUSH ALL ROCK,SAND AND DEBRIS FROM THE LINES. H.INSTRUCT OWNER UPON REQUEST AS TO WHERE SYSTEM SHUT-OFF VALVE(S)ARE LOCATED. o D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS INSUFFICIENT DETAIL 2. FLUSH MAIN LINES PRIOR TO INSTALLING VALVES AND CONNECTING LATERAL LINES. 2. REPLACEMENTS:IMMEDIATELY REPLACE OR REPAIR ANY DAMAGED IRRIGATION EQUIPMENT 3.3 PLANT PITS TO PERMIT OPERATING PERSONNEL TO UNDERSTAND,OPERATE AND MAINTAIN ALL 3. FLUSH LONG DEAD END RUNS PRIOR TO CAPPING PIPE. REPAIRS SHALL BE MADE TO THE SPECIFICATIONS AS REQUIRED FOR ORIGINAL INSTALLATION. A. EXCAVATE HOLES 2X ROOT BALL. EQUIPMENT. 4. FLUSH LATERAL LINES PRIOR TO INSTALLING HEADS AND BUBBLERS.CONTINUE FLUSHING 3.3 GUARANTEE C. CONSTRUCTION RECORD DRAWINGS: PROCESS WITH WATER RUNNING SLOWLY AS HEADS ARE INSTALLED STARTING CLOSEST TO S. SCARIFY THE SIDES OF THE HOLES. 1.CONTRACTOR TO PROVIDE DRAWINGS OF THE IRRIGATION SYSTEM(REASONABLY DRAFTED)AS VALVE AND WORKING OUTWARD. INSTALLED,SHOWING ALL CHANGES TO ORIGINAL DRAWINGS. L TESTING PIPE: A. REPAIR OF DAMAGE:ALL DAMAGE PAVING,PLANTING,STRUCTURES,AND OTHER C. BACK FILL THE SIDES OF PLANTING HOLES WITH THE BACK FILL MIX PER SOILS TEST IMPROVEMENTS DUE TO SETTLEMENT OFF IMPROPERLY COMPACTED TRENCH BACK FILL SHALL D. FEES AND PERMITS 1. PIPE SHALL BE CENTER LOADED WITH SUFFICIENT BACK FILL IN ACCORDANCE WITH THE BE PROMPTLY REPAIRED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. D. FERTILIZER TABLETS:PLACE ORGANIC TIME RELEASE TABLETS IN THE BACK FILLED PITS PER THE 1.CONTRACTOR TO OBTAIN ALL FEES,PERMITS,LICENSES AND REQUIRED INSPECTIONS BY CONCERNED PARAGRAPH ON BACK FILLING TO ANCHOR PIPE BEFORE TESTING.NO FITTINGS SHALL BE B. ALL MATERIALS AND WORKMANSHIP SHALL BE AS SPECIFIED AND SHALL,FOR A MINIMUM O MANUFACTURER'S PRINTED RECOMMENDATIONS AT THE FOLLOWING RATE:(OR PER SOILS REPORT) GOVERNING AGENCIES AS PART S,THIS WORK. COVERED. PERIOD OF ONE(1)YEAR BEGINNING AT THE DATE OF FINAL ACCEPTANCE,BE AND PERFORM 1 GALLON - 1 TABLET , 2. INSTALL REMOTE-CONTROL VALVES PRIOR TO TESTING. TO COMPLETE SATISFACTION OF OWNER.AT THE END OF THIS PERIOD,ALL REQUIRED 5 GALLON - 2 TABLETS 3. TESTS WILL BE OBSERVED AND APPROVED BY THE OWNER'S REPRESENTATIVE. REPAIRS AND ADJUSTMENTS,INCLUDING ADJUSTMENT TO GRADE,SHALL BE MADE INCLUDING 15 GALLON - 4TABLETS 4. PERFORM TESTING AND FURNISH ALL EQUIPMENT FOR TESTING AS WORK OF THIS SECTION. ALL REPAIRS TO OTHER WORK MADE NECESSARY THEREBY,WITHOUT ADDITIONAL EXPENSE i 24"BOXES - 6TABLETS 5. APPLY THE FOLLOWING TESTS AFTER SOLVENT-WELD PLASTIC PIPE JOINTS HAVE CURED AT TO OWNER. 36"BOXES - 8 TABLETS LEAST 24 HOURS: C. PRESENT TO OWNER.AT TIME OF FINAL ACCEPTANCE,WARRANTIES FOR ALL MATERIALS _ 3.4 PLANTING A. TEST MAINLINES HYDROSTATICALLY TO 125 PSI FOR SIX(6)HOURS.THE USED. A. TREES,SHRUBS,GROUND COVER,ETC. CONTRACTOR SHALL MAKE REPAIRS AND RE-TEST AS NECESSARY UNTIL TEST ••END OF SECTION" CONDITIONS ARE MET. 1. GENERAL: B. TEST LATERAL LINES WITH WATER AT LINE PRESSURE AND VISUALLY INSPECT FOR A. DO NOT INSTALL PLANT MATERIALS UNTIL ALL CONSTRUCTION WORK HAS BEEN LEAKS.RETEST AFTER CORRECTING DEFECTS. COMPLETED AND IRRIGATION SYSTEMS ARE FULLY OPERATIONAL.PLANTING AREAS SHALL HAVE BEEN GRADED AND PREPARED. J. BACK FILLING PIPE: 1. DO NOT BACK FILL UNTIL PIPE HAS BEEN TESTED AND APPROVED. B. SOIL SHALL BE AT AN OPTIMUM MOISTURE CONTENT FOR PLANTING. 2. BACK FILL MATERIAL SHALL BE THE EARTH EXCAVATED FROM THE TRENCHES,FREE FROM I. DO NOT PLANT IN DRY SOIL OR MUDDY SOIL. ROCKS,CONCRETE CHUNKS,AND OTHER FOREIGN OR COARSE MATERIALS. 2. WEED CONTROL:SHEET MULCH PER Li AND MECHANICALLY REMOVE WEEDS.DO NOT A. BACK FILL TO DEPTH OF 6INCHES ABOVE THE TOP OF PIPE SHALL BE FINELY APPLY PRE-EMERGENT HERBICIDE.ANY PLANT MATERIALS SHOWING LOSS OF VIGOR OR DIVIDED MATERIAL FREE OF ROCKS OR CLODS OVER 112 INCHES IN DIAMETER. HEALTH OWING TO OPERATIONS TO REMOVE WEEDS SHALL BE REPLACED BY THE CONTRACTOR. B. REMAINING BACK FILL SHALL BE FREE OF ROCKS AND CLODS OVER 2INCHES IN DIAMETER. C. SETTLE TRENCHES WITH WATER AND/OR TAMPING. 2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE TH THE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS PREPARED BV: LANDSCAPE SPECIFICATIONS CITY OF LAKE ELSINORE SHEET 10 AND HAVE BEEN FOUND ACCEPTABLE ® Stantec SHEET NUMBER. I 38 TECHNOLOGY DRIVE,SUITE 100 I 1 0 10 OF IRVINE,CA 92618 SCALE: BENCH MARK: SHEETS REMON HABIB,RCE No.83156 DATE 949.923.6000 Sitll1}BC.COf11 N.T.S. QRTEGA BESS PROJECT No. CITY ENGINEER DATE: 29970 CAMINO DEL NORTE CITY OF LAKE ELSINORE 2/16/2023 LAKE ELSINORE,CALIFORNIA 2042633601