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LAND-2023-0008 (Water Line Delta 1) - Approved Plan Set
LANDSCAPE & STRUCTURAL PLANS FOR TEAM CONTACTS INDEX OF DRAWINGS DALE WATSON SHT.# TITLE STANTEC LANDSCAPE: CIVIL ENGINEER/ 38 TECHNOLOGY DR ORTEGA BATTERY ENERGY STORAGE SYSTEM PROJECT MANAGER IRVINE,CA 92618 (949)923-6933 L1 LANDSCAPE COVER SHEET PRIYATOSH REY L2 LANDSCAPE NOTES&CALCULATIONS STANTEC L3 LANDSCAPE PLANTING PLAN 5390 KIETZKE LANE,SUITE 103 STRUCTURAL RENO,NEVADA 89511 (775)398-1219 L4 LANDSCAPE IRRIGATION PLAN MAISHA L5 LANDSCAPE PLANTING 29970 CAMINO DEL NORTE, STAN ECUTH L6 LANDSCAPE IRR GATIONETAILS DETAILS LAKE ELSINORE, C A PET N MA,CA 949CDOWELL 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 L11 FUEL MODIFICATION PLAN L12 LANDSCAPE PRIVATE WATER LINE t CONSTRUCTION NOTES PLANT STOCK REQUIREMENTS 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 T 2. WATER-SETTLE BACKFILL THOROUGHLY OR COMPACT BY OTHER APPROVED CITY F LAKEP�LMb TIFICATION. METHOD PRIOR TO PLANTING SO PLANTS DO NOT SETTLE. PL NNIRG EA 1§effN WASTE TO BE RECYCLED PER LOCAL CODES AND REQUIREMENTS 3. SPECIAL BACKFILL MIX FOR PLANTING HOLES: A. MATERIALS: 90 PERCENT PERMIT#LAND-2013-OOOPATIAIN A6�.YATERIALS LOCALLY(WITHIN 50 MILES)AS POSSIBLE. I.NATIVE SOIL.10 PERCENT AMENDED ��yyEKI CTURAL AND CIVIL PLANS FOR DESCRIPTIONS OF ELEMENTS NOT II.NATIVE SOIL CONTRACTOR PROUCT SUBMITTALS VICINITY MAP ¢+�ai.pba�Irprse WOB"THIS PLAN. B. MIXING: I.PREPARE THE MIX IN STOCKPILES ON SITE;DO NOT MIX AT EACH INDIVIDUAL DATE: PLANTING HOLE. NOT TO SCALE RI NTINf,- II.MIX THOROUGHLY,LEAVING NO LAYERS OF SOIL AMENDMENTS OR CLODS CONTRACTOR TO PROVIDE THE FOLLOWING AS A SUBMITTAL FOR APPRQTO A DEPTH OF 4"AND TOPDRESSED WITH 3/8"MINUS DECOMPOSED GRANITE WITH sLY PLANTED AREAS SHALL HAVE A 2"LAYER C.FERTILIZER TABLETS: PLACE TABLETS IN THE BACKFILLED PLANTING HOLES PER THE REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT AND OWNER: VL 9. MANUFACTURER'S PRINTED RECOMMENDATIONS AT THE FOLLOWING RATE: 1. SHOP DRAWINGS OF CMU WALL,ALL GATES AND HARDWARE. D ORGANIC COMPOST ITHLLED 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. ZP 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, ��F2T<1" �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. 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 30. 100%HEAD TO HEAD OR POINT SOURCE COVERAGE IS REQUIRED. CONTRACTOR TO eoo- A�- oo CODE,AND HAVE APPLIED THEM ACCORDINGLY FOR THE BIDDING AND ADJUSTED PER THE RESULTS AND RECOMMENDATION OF THE 43 _ REQUIRED POST GRADING LABORATORY SOIL ANALYSIS: ADD ADDITIONAL DRIPLINE AND BUBBLERS AS NEEDED AT NO EXTRA CHARGE. o 2(� 26 EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. A.CONTRACTOR SHALL OBTAIN A SOIL TEST IN ORDER TO CONFIRM SOIL Call 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. LAND-2023-0008 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR CITY AND STATE LAWS TH THE PREPARED BY CITY OF LAKE ELSINORE SHEET 1 LANDSCAPE COVER SHEET AND HAVE BEEN FOUND ACCEPTABLE SHEET NUMBER: OF 12 ® Sta ntec SCALE: BENCH MARK: SHEETS t ADDED FIRE MOD PLAN L11 &PRIVATE LANDSCAPE WTR LINE PLAN L REMON HABIB,RCE No.83156 DATE 12, REMVD GATE KEYPAD MOTOR 11/6/2023 38 TECHNOLOGY DRIVE,SUITE 100 N.T.S ORTEGA BESS PROJECT No. B 100%ISSUED FOR CONSTRUCTION CITY APPROVED 5/11/2023 CITY ENGINEER IRVINE,CA 92618 DATE: 29970 CAMINO DEL NORTE 2042633601 CITY OF LAKE ELSINORE 949.923.6000 Stantec.COm 2/16/2023 LAKE ELSINORE,CALIFORNIA A 90%SUBMITTAL TO SUNGRID 2/6/2023 MAINTENANCE SCHEDULE ule Planting Type Annual Maintenance Procedure ACCEPTABLE PLANT SIZES,VARIETIES &CONDITIONS AT TIME OF PLANTING: SEE LANDSCAPE SPECIFICATIONS FOR ADDITIONAL MAINTENANCE REQUIREMENTS W,ner sprig summer Fall 2 Y,a 5Yra 10+Yre -- -- ------ ----- SIZES HEIGHT X SPREAD CALIPER 1.1 PLANT MATERIALS Planting A. MAINTENANCE OF PLANTING: Fedni:au^^ April Jene Sept. Note Notes Note SHRUBS: 1. CONTINUOUSLY MAINTAIN ALL PLANTINGS IN AREAS INCLUDED IN THE CONTRACT FROM Muluh Note Notes 1 GALLON 18"X 12" --- THE BEGINNING OF CONTRACT WORK,DURING THE PROGRESS OF WORK,AND FOR A Pest control x Note 3 5 GALLON 36"X 30" --- MINIMUM OF A 90 DAY PERIOD AND A MAXIMUM OF 120 DAYS PER CONTRACT WITH Plant Repair x 15 GALLON 48"OR 75%OF MATURE HEIGHT AS LISTED IN PLANT LEGEND OWNER/GENERAL CONTRACTOR. MAINTENANCE PERIOD BEGINS AT THE COMPLETION OF Pruning x ALL WORK OR FINAL ACCEPTANCE OF ALL CONTRACT WORK BY THE OWNER'S TREES: REPRESENTATIVE. Planting x Note 7,n Note 9 Nole 9 15 GAL 7-8'X 2'-3".75" Fedif lion April June Sept. 24"BOX 9-10'X 4'-5'1.75" 2. TREE/SHRUB CARE: Mulun x 36"BOX 12-14'X 6'-7'2.75" a. INSECTICIDES,HERBICIDES,FUNGICIDES SHALL BE THE FINEST QUALITY OBTAINABLE. Pest Control x x 48"BOX 16-18'X 84 3.25" b. CHEMICALS SHALL BE DESIGNED FOR THE PROBLEM AND APPLIED IN A Trimming. PROFESSIONAL MANNER. Weed control XPLANTS SHALL BE HEALTHY WITHOUT PESTS OR DISEASE AND SHALL NOT c. PRUNING SHALL BE DONE BY A QUALIFIED PROFESSIONAL USING APPROVED Mow As needed when Turf Reaches Tand mow to a HGT.of 1.5'D0 not Scalp Ferlilin Lawns x x BE OVERGROWN; SHOW KINKED OR CIRCLING ROOTS;HAVE DAMAGED METHODS/TECHNIQUES. OR TWISTED TRUNKS;SHOW A PRESENCE OF HEAVILY MATTED OR d. PRUNE ONLY TO CORRECT MIS-SHAPING,ENCROACHMENT OR REMOVE WOODY PERIPHERAL ROOTS;OR BE SO RECENTLY CANNED THAT THE DAMAGED/DEAD WOOD. Planting x Note 10 We 10 Note 10 we 10,10,10,10 ROOT SYSTEM IS NOT THOROUGHLY DEVELOPED THROUGHOUT THE CAN. e. AVOID MAJOR PRUNING DURING SUMMER MONTHS:POTENTIAL DAMAGE IS Fodilization April June Sept. PREVALENT. Mulrn : Psatcoro-ol TREES USED IN PLANTER FINGERS OF PARKING LOTS OR AS STREET SHADE f. REMOVE WEEDS THROUGH MANUAL METHODS ONLY. Plant Repair x x x x TREES SHALL HAVE A HIGH BRANCHING BY GROWTH OR PRUNING TO A 4' g. CONTROL DISEASE AND INSECT INFESTATIONS WITH APPROVED CHEMICALS. Pruning x CLEAR HEIGHT. MAXIMUM APPLIED WATER ALLOWANCE PROJECT#: Lake Elsinore h. FERTILIZE TREES/SHRUBS AT 60 DAYS WITH A BALANCED ORGANIC 15-5-7 SLOW MAWA=(ETo)x(0.62)x[(0.45 x LA)+(0.55 x SLA)] RELEASE FERTILIZER AT MANUFACTURER'S RECOMMENDED RATES. THE CONTRACTOR IS TO BE CAREFUL IN ORDERING PLANTS WHICH ARE i. RESTAKE AND RE-TIE TREES AS NEEDED ACCORDING TO TREE GROWTH,USING winter sprung summer Fall AVAILABLE IN BOTH GROUND COVER,SHRUB OR STANDARD FORMS AND IS ETo„ ORIGINAL METHODS AND MATERIALS SPECIFIED. TO PLACE THE PLANT ORDER PER THE LEGEND GROUPING DESIGNATION; 50.10 ETo(inches/year) j. TRIM TREES AT SIDEWALKS AND ROADWAYS TO PROVIDE 7'VERTICAL CLEARANCE Flush HEIGHT FOR THE MATURE PLANT AND OTHER LEGEND NOTES OR VARIETY MINIMUM. Test Controller April NAME. Enter total project Landscaped Area 8,825.00 LA(square feet) seasonal Adjust x x x Enter Special Landscaped Area 0.00 SEA(square feet) k. TRIM TREES AND SHRUBS TO ENSURE SIGN VISIBILITY. Valves Test x x . RESULTS: I. SHRUBS AND TREES ADJACENT TO ROADWAY INTERSECTIONS TO BE TRIMMED TO Full Audit . 123,355 MAWA(gallons/year) PROVIDE ADEQUATE SITE DISTANCE FOR ENTERING/EXITING VEHICLES. 3. REPLACEMENTS: IMMEDIATELY REPLACE ANY PLANT MATERIALS THAT DIE OR '164.9'1 MAWA(100 CF/year) ARE DAMAGED.REPLACEMENTS SHALL BE MADE TO THE SPECIFICATIONS AS REQUIRED FOR ORIGINAL PLANTINGS. Note 1.Remov,tres stakes. '*Eto Values derived from Appendix A of the CA Model Water Efficient Landscape Ordinance,CA Dept.of Water Not,2:Prune lower branches that will form a hazard.Do not Prune leader. 4. CONDITION OF PLANTINGS AT THE END OF THE MAINTENANCE PERIOD: Note 3:Prime baok woody branches of shnuM winents this wil improYs look of shw1b,Do not shear shrubs. MAWA Maximum applied water allowance(gallons per year) a. ALL PLANT MATERIALS SHALL BE LIVE,HEALTHY,UNDAMAGED,AND FREE FROM Note A:Selectively replaceshruMMathavebeoomeovedywoody.Pmnebackwoodybranchesofshmbswherethiswillimpmvalookofshrub.Donot Eto Reference Evapotranspiration(inches per year) INFESTATIONS. shear shrubs. Note 5:Remo",seedons l'tree grate that will interfere with tress murk. 0.45 ET Adjustment Factor(ETAF)per AB1 881 b. GROUND COVER,SHRUB AREAS,AND OTHER PLANTING AREAS SHALL BE FREE OF Not,6:Replace shabs that have become maAy woody, LA Planted landscaped area including SLA and not including ALL WEEDS(BROADLEAF AND GRASS WEEDS). Note 7:In areas where establishment Proves unsucoessrm,amend sod and re-Want. C. PLANTINGS THAT DO NOT CONFORM TO SPECIFICATIONS SHALL BE REPLACED Note 8:Where Pedestrian acisprohibitingground-,establishment,replant and fence area on during establishment period. hardscapes.Alsoincludesurfaceareaofwaterfeaturesnot efa AND BROUGHT TO A SATISFACTORY CONDITION BEFORE FINAL ACCEPTANCE OF Nth,n:Raplaoagmundoovereinaaaa where they he- a-too woody. 0.62 Conversion Factor(to gallons per square foot) THE WORK CAN BE MADE. Noelo:Tminvinestotanisesardpanesele"elytodireotgm h.Pmnemnnemthagmwalonggm,nd.Pmtea SLA Portion of the Landscaped Area identified as Special Landscaped d. SHRUB BEDS TO BE EDGED AND TRIMMED. Young vinesatbase against damage from pedestrians. Area.Also include surface area of water features using recycled e. REPLENISH D.G.MULCH TO DEPTH SPECIFIED.KEEP MULCH 3"AWAY FROM 0.55 The additional ET Adjustment Factor for SLA(1.0-0.45=0.55) CITY 0F LzA)%i i" o[]AI M PLANNII131-PI�I APNHALLBE MAINTAINED TO ENSURE WATER EFFICIENCY. IRRIGATION ESTABLISHMENT IRRIGATION SCHEDULE ESTIMATED TOTAL WATER USE PROJECT: Lake Elsinore PERMIT LAND-2c23-oo®Y1�STSEM MIAlINTENANCE TO INCLUDED,BUT NOT BE LIMITED TO,CHECKING,ADJUSTING, & PAI G IRRIGATION EQUIPMENT&RESETTING THE AUTOMATIC CONTROLLER. r „y _ ETWU=(ETo)x(0.62)x[(PF x HA)AE+SLA] DATE: ATION EQUIPMENT SHALL BE WITH THE ORIGINALLY SPECIFIED ORTEGA BYESS Irrigation Efficiency Value= MATERIALS OR THEIR APPROVED EQUIVALENTS. 29970 CAMINO DEL NORTE Bubblers 0.81 MAWA= 123,354.97 Maximum Allowable Water Use APPROVED Establishment Irrigation Schedule and Calculations Laser Tube(Drip) 0.81 ETWU= 104,978 Estimated total water use per year WATER AUDIT SCHEDULE Rotary/Rotor 0.75 ETo= 50.10 Reference Evapotranspiration(inches per year) Data Spray 0.75 PF= See Table at Left Plant Factor from WUCOLS'or equivalent reference HA= See Table Below Hydrozone Area(square feet) 1. AN ANNUAL WATER AUDIT SHALL BE PERFORMED. Reference Evapotranspiration(Eto)Amounts: 2. AUDIT TO BE PERFORMED BY A LICENSED AUDITOR. AUDIT TO BE SUBMITTED Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec Plant Water Use 2.10 2.30 3.80 4.30 5.50 5.90 6.90 6.40 5.10 aer 3.20 2.50 2.00 SLA= 0 Special Landscaped Area(square feet) TO THE CITY OF PALM SPRINGS PUBLIC WORKS AND DESERT WATER AGENCY. Type Plant Factor 3. AUDIT TO MINIMALLY CONSIST OF THE FOLLOWING: Total Yearly Eto: 50.10 inches 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. Moderate 0.40 0.50 0.60 IE= See Table at Left Irrigation Efficiency(minimum 0.75) o Irrigation System Information: NOZZLES AND CHECK VALVES TO BE INCLUDED. Station`Plant Factol IrrType`sq 8 area` ppt `Eficiency` GPM `Run Days`Cycle/Day` Notes ` High In 70 0.80 10.90 B. LEAKS TO BE IDENTIFIED. 1 0.3 DRIP a,37s 0.31 81% 9.76 7 1 SHRUBS SLA 1.00 2 1 0.5 1 Bubblers 175 1 0.85 81% 1 3.50 7 1 TREES C. SOIL TO BE PROBED FOR MOISTURE PENETRATION. 3 0.3 1 Drip 4,0D0 1 0.21 81% 1 8.65 7 1 SHRUBS D. PLANT MATERIALS TO BE GENERALLY ASSESSED. 1 a 1 0.5 1 Bubblers 275 1 0.86 81% 1 5.50 7 1 TREES HYDROZONE TABLE ETWU E. WATER USE RECORD TO BE REVIEWED. Plant Hydrozone F. CONTROLLER OPERATION TO BE CONFIRMED. Hydrozone Plant Water Use Type(s) ( PF x HA 100 CF/ Gaff low,moderate,high) Factor Irrigation Type Area(HA) ( g ) (PF) (sq ft) (sq ft) Year Year o G. AUTOMATIC RAIN SHUT-OFF OPERATION TO BE CONFIRMED. ESTABLISHED IRRIGATION SCHEDULE H. PRECIPITATION RATE AND COVERAGE UNIFORMITY TEST TO BE DONE. 1 Low 0.50 Bubblers 450 225 11.54 8,628 I. RECOMMENDATIONS FOR REPAIR AND CORRECTION TO BE MADE. 2 Low 0.30 Laser Tube(Drip) 8,375 2,513 128.81 96,350 - ORTEGA BISS 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 01 0 0.00 0 5. CONTRACTOR TO COORDINATE AND PAY FOR INITIAL INDEPENDANT AUDIT. Established Irrigation Schedule and CaICUIatIOnS 5 High 0.80 Bubblers 0 0 0.00 0 6 High 0.80 Laser Tube(Drip) 0 0 0.00 0 WATER CONSERVATION CONCEPT Data 7 High 0.80 Rotary/Rotor o 0 0.00 0 Reference Evapotranspiration(Eto)Amounts: 8 High 0.90 Spray 0 0 0.00 0 Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec SEA 1 0 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 Sum 8,825 2,738 140.34 104,978 ROTATOR SPRAYS SHALL BE INSTALLED IN ALL PLANTERS. _ Total Yearly Eto: 50.10 inches PLANTS ARE GROUPED INTO"HYDROZONES"AND IRRIGATED SEPARATELY FROM THOSE WITH DIFFERENT WATER REQUIREMENTS. Irrigat on System Flfonnation: RESULTS ETWU= (ETo)x(0.62)x[(PF x HA)/IE+SLA] 100 CF/Year Gal./year Station`Plant Factol Irr Type`sq Itarea` ppt `Efficiency" GPM `Run Days`Cycle/Day` Notes ` IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A WEATHER TRACK CONTROLLER CAPABLE OF DUAL 1 0.5 DRIP 4,375 0.31 81% .50 5 1 SHRUBS MAWA= 123,355 ETWU= 140 104,978 2 0.5 Bubblers 175 0.85 81% 3.50 1 4 TREES PROGRAMMING. FLOW SENSOR LEAK DETECTION AND AUTOMATIC SHUT-OFF TO BE PROVIDED AT POC. 3 0.3 Drip 4.000 0.21 81% 8.65 5 1 SHRUBS ETWU must be less than or equal to MAWA ETWU complies with MAWA 4 0.5 1 Bubblers 275 1 0.86 1 81% 1 5.50 1 4 i 1 TREES LAND-2023-0008 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CIyTY AND STATE LAWS ITH THE PREPARED BY: CITY OF LAKE ELSINORE SHEET 2 AND HAVE BEEN FOUND ACCEPTABLE LANDSCAPE NOTES AND CALCULATIONS SHEET NUMBER: L2 OF 12 ® Sta me c SCALE: BENCH MARK: SHEETS 1 ADDED FIRE MOD PLAN L11 &PRIVATE LANDSCAPE WTR LINE PLAN L12 REMVD GATE KEYPAD MOTOR 11/6/2023 38 TECHNOLOGY DRIVE,SUITE 100 N.T.S. ORTEGA BESS REMON HABIB,RCE No.83156 DATE PROJECT No. B 1007 ISSUED FOR CONSTRUCTION CITY APPROVED 5/11/2023 CITY ENGINEER IRVINE,CA 92618 DATE: 29970 CAMINO DEL NORTE 2042633601 3 A 90%SUBMITTAL TO SUNGRID 2/6/2023 CITY OF LAKE ELSINORE 949.923.6000 stantec.COm 2/16/2023 LAKE ELSINORE,CALIFORNIA :------ _- PLANT SCHEDULE P-103 TREES CITY BOTANICAL NAME COMMON NAME CONT HT X WIDTH WATER USE P-107 RVTRALERSALEs - 8 PINUS CANARIENSIS (EVERGREEN) CANARY ISLAND PINE MIXED 60'X30' MOD PROPERTY LINE STREET TREE PER CITY LIST COMMER I_ CAL ZONE ( ) (3) 36" BX +. ( (E)swAlE (L SWALE - - FENCE X" 24"Bo%TREE - T �Y�iA� 20%E36��BOX & 80% 24M BOX. (1) 15 GALLON o _ \� - — -- FiIIIIL m =�� �� (E)coNeReTe 1 10 PODOCARPUS GRACILIOR FERN PINE MIXED 30`X20` MOD Dlrw,NP. TIEVERGREEN SCREENING TREE AT P-1O6 SEE IVIL SHEETS FOR PAVING _ _ _IR�eL - ______ ♦`� P-1G2 PERIMETER (8) 24" BX KNOX BOX F SH FOR— --- �\ �� (2) 15 GALLON U / EQURME .TP FENCE AND STREET TREE (PER CITY g ♦♦ f' - � = DITCH,TY CONCRETE C LIST) — — — f i — o 0 0 � ♦ � STD TREE FORM BRIDGE CROSSING ♦ ,': ° ° ° --'mse \ `` PROPERLY LINE P-1 4 GATE GRAVEL _ '/ �� SHRUBS OTY BOTANICAL NAME COMMON NAME CONT HT X WIDTH WATER USE �pX � `� PROJECT MV a.��_ o� � - P-101 d l SWITCHGEAR EXISTING REP R TINGExls AR s WITHIN T CREEK THAT j' xk� r I o o �� (UNIMPROVED) 10 CEANOTHUS X 'JULIA PHELPS' JULIA PHELPS WILD LILAC 5 GAL 6'X6` LOW ARE DISTURBED BY CONTRUCTION NI PWJ1S To MATCH (E)CREEK PUNrncs wIT �cALLcW--;_ `.,/ ♦ , '� ,�\ / �] (EVERGREEN FLOWERING & SCREENING SHRUBS,GRASSES GROUNDCOVERS lANTING ��... a o SWITCHGEAR f RATE/SPACING PER'5LOPE'LISTED UNDDE�RR ♦ \ a n /a _ SHRUB) REQUIREMENTS MET,THIS SHEET.USE C011T / ,Y \, \\ mb_ J MATTING IF SLOPES ARE 3:1 OR GREATER. o \ s/ \ _ _o 20 FRANGULA CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL 4'X6` LOW v SITE TRIAN \ \ o V o / (EVERGREEN SCREENING SHRUB) I a-' _ 11 GAL TREE,".. 'XI Y P. NO TREES.36° a a a �TU_SHRUBS.MA. \ \\ RAVEL P 107 15 LEUCOPHYLLUM FRUTESCENS 'GREEN GREEN CLOUD TEXAS 5 GAL 6`X6` LOW Q G6P a 24"BOX TREE o w o - o j� �I CLOUD' RANGER 5 LNS (E)OVERHEAD --- (EVERGREEN SCREENING SHRUB) 0 36'Box TREE \ o o �p_103 LNES NE --- 4 SALVIA GREGGII AUTUMN SAGE 1 GAL 2`X4` LOW II (EVERGREEN/DECIDUOUS FLOWERING 15 GAL I o A \ TREE ACCENT) 15.0 BUFFER \ o \ ' GROUND COVERS OTY BOTANICAL NAME COMMON NAME CONT HT X WIDTH WATER USE SPACING 9 Box TREE2,845 ARCTOSTAPHYLOS X 'EMERALD CARPET' EMERALD CARPET 1 GAL 1`XS` LOW 36 V.- ��o e Q� V A iceA V PROPERTY SF (EVERGREEN) MANZANITA LNE/a 24"BOX TREE SWALE. SEE CVIL \\ $ a \ PUNs KEEP STRIKE 2,114 MYOPORUM PARVIFOLIUM 'PROSTRATUM' PROSTRATE TRAILING 1 GAL 1`X6' LOW 42" o.c. a O� 4 5 GAL TREE +++++ a, + a o z ox TREE OFDFLOWUNE. our F YOPORUM 4"B o - __ S (EVERGREEN) M 36"BOX TREE \ �/ *+\++ -_ _-_ - _ — _—— ——— -\ NET LOT: 77,972 SF(1.79 ACRES) 24"BOX TREE (E)PUNTED AREAS ON SLOPES 3:1 OR ADJUST FINAL LANDSCAPE AREA: 8,825 SF TREE LOCATIONS ♦ PROPERTY LINE GREATER THAT PRE DISTURBED DUE TO ell PROPERTY UNE� s CONSTRUCTION TO BE REPAIRED IN LIKE OVERHEADFOR Y NLNES PARKING LOT: 0 SF j\'�j KIND,ttP. COIR MATTING TO BE USED IN ?I + ♦ 24"BOX TREE P-1 G7 DISTURBED AREAS 3:1 OR GREATER. IN THIS AREA. I' vv� PARKING LOT TREES: o TOP DRESSING CHART 3fi"BOX TREE (E)OWN POLES& � ** _ L I ERHEAD LNEs To *+N++I -- - TURF: 0% BE RELOCATE EAST --- - PARCEL B COVER OF(N)sDEwALK FOR i LOCATIONS COLOR MULCH TYPE FOR TOP-DRESSING FUTURE RoaD DEPTH WIDENING,TOP - LANDSCAPE N.I.C. ) D.G.PLANTER AREA 3" TAN DECOMPOSED GRANITE-3/8"MIN,WITH STABILIZER LIMIT OF CITY OF LAKE ELSINORE WORK LINE EQUIPMENT AREA 3" GREY 3/4"GRAVEL PLANNING DIVISION \ \ �. _E _'LF LL DUE TO EXTENSIVE GRADING,SOILS MANAGEMENT PC 1 REPORT TO BE SUBMITTED AFTER FINAL GRADING. PERMIT LAND-2023-0008(Water Line Delta) DowN 1.NOT ES: ALL TOP DRESSINGS TO BE HELD BACK 3"CLEAR OF ROOT CROWN FOR ALL n n/ a-,p7,�,_ 4P o SHRUBS/GROUNDCOVERS/PERENNIALS,VINES,AND GRASSES,AND HELD BACK TO EDGE OF TREE 'X `-"`�' _ WATERING BASINS.IF NO WATERING BASINS,HOLD BACK 6"FROM ROOT CROWN OF TREE. DATE: v 2� \ �\ / 2. MATERIAL COLOR AND SIZE PER NOTE 5 ON SHEET L7. p s9 - 3. CONTRACTOR IS REQUIRED TO SUBMIT A PHOTO SAMPLE FOR ALL MATERIALS FOR LANDSCAPE APPROVED / o ARCHITECTS APPROVAL AS PART OF THE LANDSCAPE OR PLANTING SUBMITTAL. / , a SITE/ POWER LEGEND } CITY REQUIREMENTS MET-C2 GENERAL COMMERCIAL a !�/ N.I.C. *SEE L11 FIRE CODE FOR MAX SPACING BETWEEN SHRUB GROUPINGS Z \ / BATTERY UNIT **SEE L11 FIRE CODE FOR MINIMUM SPACING BETWEEN TREE CANOPIES PLANT REQUIREMENTS: U TREES-20%36"BOX,50%24"BOX TREES, *SHRUBS-5 GALLON,SPACED 3'OC MAX. PROPOSED DRIVEWAY DRIVEAISLE / WOODY GROUNDCOVER-3'OC MAX. \ SMALL ACCENT PLANTS-1 GALLON STREET TREES: (1)24"BOX TREE/30 LF OF FRONTAGE. ** ❑ - LF-1 TREE REQUIRED. 24"BOX TREE PROVIDED - 309 0 S QU 8 O S O REFERENCE NOTES SCHEDULE \ PAD-MOUNT Gsu ( ) TREES SELECTED FROM CITY LIST A k a BUFFERS: PLANTING SYMBOL DESCRIPTION OTY o \ o- PROPOSED s' SECURITY FENCE - 20'AVERAGE(15'MIN)LANDSCAPE BUFFER ADJACENT TO PUBLIC ROW. P-101 3/DEEPA GEL (INTERIOR EQUIPMENT AREAS) 25,662 SF s`"A�s y- PAR('FI r SEE SHEET LS ��10'AVERAGE(5'MIN)LANDSCAPE BUFFER TO ADJACENT PROPERTIES N PROPOSED 8' SOLID BLOCK WALL - /I 6'WIDE LANDSCAPE ON EXTERIOR OF PERIMETER WALLS AND FENCES 0 30'-0" 60'-0" SEE SHEETS L8, Si & S2 El W/TREES,SHRUBS,AND GROUNDCOVERS FP 8' TALL METAL SECURITY FENCE 348 LF SEE L8 SITE DETAILS SHEET - EXISTING OVERHEAD ELECTRICAL /I SLOPES SCALE: 1" 30'-0" LJ P-103 8' TALL CMU WALL - 514 LF THE LANDSCAPE CONTRACTOR SHALL COORDINATE ALL GREATER THAN 3'HT AND 3:1 SLOPE TO BE PERMANENTLY SEE S1 & S2 FOR STRUCTURAL DETAILS ELECTRICAL COMPONENTS WITHIN THE SCOPE - - PROPOSED ELECTRICAL CONNECTION PLANTED AND IRRIGATED TO PREVENT EROSION. SEE L8 SITE DETAILS FOR COLORS AND WORK: LANDSCAPE,WALLS,FENCING,GATES AT FINISHES AND IRRIGATION,WITH THE ELECTRICAL AND G - EXISTING EASEMENTS/SWALE TO REMAIN CUT/FILLED SLOPES GREATER THAN T HT TO BE PERMANENTLY CONTRACTORS FOR HONEYWELL/NEGATE GRID. L L PLANTED AND IRRIGATED: P-104 WATE 12' WIDE X 8' TALL CHAINLINK GATE AND 2 EACH ALL NEW TRRE THE o HARDWARE. SEE SHEET 8. 'MODERATE WATER USE O 4EROGOE OR 25 SHRUBS/1000 SF. HYDROZONE'AND NEW SHRUBS& d � LIGHTS - SEE ELECTRICAL SHEETS (2)TREES SF e E-C PENER. SEE Is EE 1 EACH GROUNDCOVERS ARE IN THE'LOW EXISTING SCE POLE NOTE: THIS PLAN HAS ESTABLISHED SLOPES THAT ARE TO WATER USE'HYDROZONE REMAIN. ONLY NEWLY GRADED OR DISTURBED SLOPES WILL BE o P-106 f <NOX BOX. SEE SHEET 9. 1 EACH _AK_ PROPOSED POLE PLANTED PER THE ABOVE REQUIREMENT. LAND-2023-0008 uI MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS ITH THE PREPARED BY' LANDSCAPE PLANTING PLAN CITY OF LAKE ELSINORE SHEET 3 AND HAVE BEEN FOUND ACCEPTABLE SHEET NUMBER: 13 OF 12 L ® Stantec SCALE BENCHMARK SHEETS 1 REMON HABIB,RCE No.83156 DATE ADDED FIRE MOD PLAN LI I & PRIVATE LANDSCAPE WTR LINE PLAN L12, REMVD GATE KEYPAD MOTOR 11/6/2023 38TECHNOLOGY DRIVE,SUITE 100 1"=30'-0" ORTEGA BESS PROJECT No. B 100% ISSUED FOR CONSTRUCTION CITY APPROVED 5/11/2023 CITY ENGINEER IRVINE,CA 92618 DATE: 29970 CAMINO DEL NORTE 2042633601 CITY OF LAKE ELSINORE 949.923.6000 stantec.com 2/16/2023 LAKE ELSINORE,CALIFORNIA A 90%SUBMITTAL TO SUNGRID 2/6/2023 IRRIGATION SCHEDULE SEE SHEET L12 FOR IRRIGATION NOTES \PRIVATE WATER LINE. SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI ^SEE NOTE 1 THIS SHEET. v v v v HUNTER PROS-04-CV-PCN BUBBLER 10 1. NEW MAINLINE CROSSING THE EXISTING SWALE IS TO BE ATTACHED 4 q' (D 9 FLOOD BUBBLER,4"POP-UP,DRAIN CHECK VALVE. 2 25 _SEE IRRIGATION NOTE 3,THIS TO NEW BRIDGE PER CIVIL DESIGN,BHT L12.DO NOT RUN MAINLINE es so o e SHEET,FOR HDPE TO PVC -,_,__ THROUGH OR UNDER EXISTING SWALE OR ON SIDESLOPES. 0.25 BUBBLERS PER TREE. FLUSH WITH GRADE. TRANSITION FITTINGS,TYP. 2. NT O PR E PO I ATI o 1 SYMBOL MANUFACTURER/MODEL/DESCRIPTION \ P.O.C. SEE CITY DETAIL W-9 ------ --- -- ----- - PLANTINGS IF WATER SUPPLY IS NOT AVAILABLE AT ANY TIME UNTIL A NETAFIM TLSQV FLUSH VALVE-BARBED FOR METER AND CITY PERMANENT WATER SUPPLY AND FULLY AUTOMATED IRRIGATION 1Y2-, ,DI, ER TAL NETAFIM TLSQV-1/2"MANUAL FLUSH VALVE,BARBED WATER LINE 1. F. 1Y2^ INSERT.INSTALL IN 10"BOX,WITH ADEQUATE BLANK OR B SLEEVE --_ -_---� 3. THE HDPE TO PVC TRANSITION FITTINGS ARE TO BE LOCATED AT A "COBRA"TUBING TO EXTEND VALVE OUT OF VALVE BOX. 1Y2 / \ FINISHED GRADE DEPTH OF 18 MINIMUM 24"FROM END OF BRIDGE. 2/3 IN FITS TECHLINE HCVXR,HCVXR-RW/RWP,CV,DL, \ q� 1Y2" L' y FITTINGS SHALL BE CAPPED OR PLUGGED PRIOR TO BACKFILLING,TO \ " ,,{p, E 2 ` - --- -_- �� \ PREVENT DIRT FROM ENTERING THE PIPE UNTIL PVC IS CONNECTED. RW AND RWP DRIPLINE$,AND PE IRRIGATION HOSE #,ROSSING FITTING LOCATIONS TO BE STAKED FOR LANDSCAPE CONTRACTOR TO \ 1P95 �� \ EASILY LOCATE FOR LATER PVC CONNECTION. RAIN BIRD OPERIND DRIP SYSTEM OPERATION INDICATOR,STEM RISES 61N. 4. HDPE PIPE SHALL BE OF THE TYPE AND SIZE SPECIFIED ON THE PLAN FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED 1295 \� ` Q SET AND VERIFIED WITH THE WATER PLAN,SHEET L12.ANY DI INSTALL ALL PIPING AND EQUIPMENT SHOWN _ TO A MINIMUM OF 20PSI.INCLUDES 161N.OF 1/41N. �*,. _ DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CIVIL I AFTER THE P.O.C.IN ON-SITE PLANTERS ONLY, ENGINEER AND LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO DISTRIBUTION TUBING WITH CONNECTION FITTING \ `�4 TYP. EQUIPMENT MAY BE DIAGRAMATICALLY � '.�J ❑ DI 12g7 - sTARroFwoRK. ---------------- PRE-INSTALLED. \\ SHOWN ON THE PLAN OUTSIDE THE PLANTERSa.- -.�-- - P � AREA TO RECEIVE DRIPLINE 1" 3 BUT IS FOR CLARITY ONLY. � 5. ALL HDPE PIPE SHALL BE FUSION WELDED.ALL FITTINGS TO BE USED \ ♦;4•a \\ ON HDPE SHALL BE SPECIFICALLY MANUFACTURED FOR USE WITH --NETAFIM TLHCVXR-CS-053-24 INSTALL PIPING AND EQUIPMENT ♦ �\3' �� WARNING: DO NOT INSTALL ANY EQUIPMENT HDPE PIPE. TECHLINE HCVXR PRESSURE COMPENSATING IN ON-SITE PLANTERS,'- ♦ ` OR PIPING WITHIN THE SWALE OR SIDE SLOPES ------------------LANDSCAPE DRIPLINE WITH COPPER STRIPE CHECK SHOWN OUTSIDE PLANTERS FOR ♦ -PER DEPT OF FISH AND GAME-ONLY s. AT THE TIME IN BIDDING,THE CONTRACTOR SHALL SUBMIT HDPE ------------------ 9.73 � � �����\s\ FUSION WELDING CERTIFICATION OF ALL STAFF THAT WILL BE FITTING ------------------VALVE AND ANTI-SIPHON FEATURE.0.53 GPH EMITTERS CLARITY ONLY. \ 3/4=• ♦♦ EXCEPTION IS THE BACKFLOW PREVENTER HDPE PIPE. _AT 24"O.C.DRIPLINE LATERALS SPACED AT 24"APART, AND PVC PIPE-TO-BRIDGE TRANSITION FITTING _________________ ♦ AS SHOWN ON WATER PLAN,SHT L12. 7. THE CONTRACTOR MAY,AT THE CONTRACTOR'S OPTION,USE PIPE OF -WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. 2 1 A LARGER SIZE THAN IS SPECIFIED ON THE PLAN.HOWEVER,IF THIS ------- ----------17MM. OPTION IS EXERCISED,THE COST WILL BE BORNE BY THE \ 3/q" �� A \ \ / CONTRACTOR SYMBOL MANUFACTURER/MODEL/DESCRIPTION ♦ \ \ IRRITROL 700 �♦�\ ; \ ELECTRIC REMOTE CONTROL VALVE ♦ \ RAIN BIRD 44-LRC QUICK COUPLER VALVE \ ♦ 1"BRASS QUICK-COUPLING VALVE,WITH �/! ♦ \ \� ♦ �, / 4 0 CORROSION-RESISTANT STAINLESS STEEL SPRING, �O\ \ ♦♦ ,..:� '/4" 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 ♦ 3 BRONZE GATE VALVE IN VALVE BOX,SIZE L\ ♦ DI � ��4 SUPERIOR 3100-PRS MASTER VALVE 1" \ ♦ CONTRACTOR TO FIELD LOCATE NORMALLY OPEN BRASS MASTER VALVE AT ��� ♦ + MANUAL FLU ERDET E AND DETAILS L PROVIDES DIRTY WATER PROTECTION. PR INDICATOR PER DETAILS FOR ALL ♦ % DRIP AREAS/CIRCUITS AS NEEDED TO REGULATION FEATURE. INSTALL SAME SIZE AS 12g 3/4•• ADEQUATELY FLUSH SYSTEM.SHOWN \ MAINLINE,IN VALVE BOX WITH FLOW USE 3M \ ♦ DIAGRAMMATICALLY ON PLANS. \ ♦ �4" � � DBR-Y600 WEATHERTIGHT CONNE ORS y 33 8.65 FEBCO 825Y-LF BACKFLOW PREVE�EVENTE REDUCED PRESSURE BACKFLOW AD POTENTIAL LOW PRESSURE WARNING: I BF FREE CITY FLAKE ELSINORE ,WITH ALL-WEATHER BLANKET AND SECURITY 4 5j,5 DO NOT DOWNSIZE ANY EQUIPMENT. I \ WRITTEN CONFIRMATION FROM CONTRACTOR OF I ENCLOSURE. INSTALL PER LOCAL CODES. PLANNING DIVISION 3/4" AVAIABLE STATIC PRESSURE TESTIS REQUIRED PRIOR SCE POLL HUNTER IC-0600-M CONTROLLER-PEDESTAL MOUNTED PERMIT#LAND-2023-0008(Wat.,U..D.Ita) TO START OF WORK OR ORDERING MATERIALS. I © MODULAR 6 STATION CONTROLLER,OUTDOOR MODEL, STAINLESS STEEL CABINET. " WITH CLIMATE SENSOR AND FLOW-SYNC SENSOR. DATE: HUNTER WSS-SEN CLIMATE SENSOR APPR VRITICAL ANALYSIS I WIRELESS SOLAR,RAIN FREEZE SENSOR WITH Os OUTDOOR INTERFACE,CONNECTS TO HUNTER X-CORE AND ACC CONTROLLERS,INSTALL AS NOTED,MOUNT ON Generated: 2023-11-1010:41 � \ FENCE POST&CLEAR OF TREES. HUNTER HFS-200 FLOW SENSOR P.O.C.NUMBER:01 \ FLOW SENSOR FOR USE WITH ACC CONTROL R,1" Water Source Information: SEE WATER PLAN,SHEET L12. FS SCHEDULE 40 SENSOR BODY,24 VAC,2 AMP. NSTALL I \ VALVE BOX WITH MASTERVALVE. OBSERVE SE FLOW AVAILABLE \ PER MANUFACTURER. Water Meter Size: 1" Flow Available 23.78 GPM EN BACKFLOW PREVENTER ENCLOSURE AVAILABLE AQUAFUSE 304SS CAT 3 TRANSITION FITTING PRESSURE AV Static Pressure AI ABL 76 PSI I TRANSITION FITTING SHALL BE USED AT ALL HDPE TO Elevation Chan e: 0.00 ft \ I PVC FTP TRANSITIONS AND AT HDPE TO HDPE 9 2 CONNECTIONS. BUTT WELDING IS NOT PERMITTED. - Service Line Size. 1 SOCKET COUPLING FITTINGS WILL BE NECESSARY Length of Service Line: 42 ft w I ALONG THE CONTINUOUS MAINLINE,BUT ARE NOT Pressure Available: 70 PSI SHOWN. INCLUDE FITTINGS IN SUBMITTAL PACKAGE. \ DESIGN ANALYSIS \ / WATER METER 1" Maximum Station Flow: 9.73 GPM SEE WATER PLAN,SHEET L12. Flow Available at POC: 23.78 GPM Residual Flow Available: 14.05 GPM �\ \ IRRIGATION LATERAL LINE:PVC SCHEDULE 40 1 Critical Station: 3 \ Design Pressure: 40 PSI IRRIGATION MAINLINE:PVC SCHEDULE 40 18"COVER Friction Loss: 0.4 PSI Fittings Loss: 0.04 PSI IR IGA ION MAI LIN :HD E P 471 DR 13.5 Elevation Loss: 0 PSI IDENTIFY PROPOSED LOCATION FOR ENGINEERS Loss through Valve: 1.12 PSI APPROVAL PRIOR TO INSTALLATION. CONTRACTOR TO Pressure Req.at Critical Station: 41.6 PSI VALVE SCHEDULE SUBMIT FUSION JOINT CERTIFICATION OR PROOF OF Loss for Fittings: 0.76 PSI77; EXP RIE CE OF LORK,,ING&T HDPE. Loss for Main Line: 7.56 PSI PIP E SLEEVE:PVC SCHEDULE 40 Loss for POC to Valve Elevation: 0.3 PSI NUMBER MODEL SIZE TYPE GPM DESIGN PSI FRICTION LOSS VALVE LOSS PSI PRECIP o 2X LINE SIZE,BY GENERAL CONTRACTOR EXCEPT Loss for Backflow: 12.2 PSI ---------------- WHERE KEYNOTED. 24"COVER WITH 6"SAND BED. Loss for Master Valve: 0.59 PSI 1 IRRITROL 700 3/4" AREA FOR DRIPLINE 9.73 40 0.53 1.2 41.7 0.31 in/h c Loss for Water Meter: 0.57 PSI 2 IRRITROL 700 3/4" BUBBLER 3.5 25 0.8 0.62 26.7 0.86 in/h EXTEND 18"BEYOND BACK OF CURB. 3 IRRITROL 700 3/4" AREA FOR DRIPLINE 8.65 40 0.44 1.12 41.6 0.21 in/h Critical Station Pressure at POC: 63.6 PSI vml 0,11o"t q IRRITROL 700 3/4" BUBBLER 5.5 25 3.41 0.9 29.9 0.86 in/h Pressure Available: 70 PSI v NaN-ba, Residual Pressure Available: 6.42 PSI 5-6 SPARE # # a reFiow 1 �VaNa size LAND-2023-0008 2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CIVTY AND STATE LAWS ITH THE PREPARED BY: CITY OF LAKE ELSINORE SHEET 4 AND HAVE BEEN FOUND ACCEPTABLE LANDSCAPE IRRIGATION PLAN SHEET NUMBER: L4 ® OF 12 Stantec SCALE BENCHMARK: SHEETS 1 ADDED FIRE MOD PLAN (L11)&PRIVATE LANDSCAPE'MR LINE/PLAN (L12), REMVD GATE KEYPAD/MOTOR 11/6/2023 REMON HABIB,RCE No.83156 DATE 38 TECHNOLOGY DRIVE,SUITE 100 ORTEGA BESS PROJECT No. B 100%ISSUED FOR CONSTRUCTION CITY APPROVED 5/11/2023 CITY ENGINEER IRVINE,CA 92618 DATE: 29970 CAMINO DEL NORTE 2042633601 a A 90%SUBMITTAL TO SUNGRID 2/6/2023 CITY OF LAKE ELSINORE 949.923.6000 stantee.com 2/16/2023 LAKE ELSINORE,CALIFORNIA 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 1/3 TREE MULCH IN SHRUB AREAS- 3"MIN �D TREE RUBBER HOSE DEPTH OR 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 AL TO 2E GRAM,ILIZE TABS OR PER MULCH-DEPTH PER PLAN-3"CLEAR ��/��/ BAOL \/�\/ SOILS TEST RESULT -�1/3 m OF ROOT CROWNS ���\��� /\ \� SET PLANT 1"ABOVE FINISH GRADE / / 1 TAB 1 GALLON FINISH GRADE- \��\�� 2 TABS -5 GALLONS CLEAR, 5 GALLONS 1-2"BELOW TOP OF ROOTBALL LOCATE 21 FROM ROOTBALL TYP. (1)21 GRAM ORGANIC EQUAL TO //�//�//�//�//�/ //�/ // /�//// 20-10-5 FERTILIZER TAB OR PER BACKFILL MIX- 4 DEADMAN SOILS TEST LOCATE 2"FROM UNDISTURBED OR 1/3 AMENDED SOIL& PLAN 4 x 4 x 4'-0" /������� ������ ROOT BALL � RECOMPACTED SOIL 2/3 EXISTING SOIL NO SCALE \ ��� NOTES: ROOT THOROUGHLY MIXED OR PER �� �� / 1. REMOVE NURSERY STAKES PLANT PIT-2 TIMES /��j/�� BALL �j��j�\j�\ IIF N OVER N ROOTBALL WILL THE DIAMETER OF THE SOILS TEST RESULT NOTE: ����� ������� ROOT BALL.SCARIFY SIDES. \ I - 1.DO NOT PLACE WIRESA AROUND SMALL DIAMETER %\�\\ \\ / \\ \\ \\� 2. DO NOT I BARK OR BRANCHES SET MIX. STAKES TO RUB LOOSEN ROOTBALL. AGA NST LIMBS. TREE, 3. SCARIFYSIDES. LOOSEN MSHRUB/GROUNDCOVERo PLANTING 2X ROOT BALL ROOTBALL. 4.BACKFILL MIX PER SOILS TEST c S OR90%NATIVE SOIL TO10% AMENDED SOIL. RUBBER HOSE �1 TREE PLANTING / STAKING `t f SCALE: NONE PAVEMENT,WALL,CURB, CENTER OF 45" BUILDING,ETC.(AS OCCURS) INDIVIDUAL PLANT CITY OF LAKE ELSINORE TURNBUCKLE,GALVANIZED X gym° PLANNING DIVISION NOTES: PERMIT LAND-2023-0008(Water Line Delia) #10 GALVANIZED WIRE =SPACING awy, /// \\ \/\ \\ Tc k 1 LISTED IN PLANTINGION DATE: V �A//j �✓/j,�/ //A�j�`�A��jVA✓V��%V���j`- • • • PLAN LEGEND. 2.PLANTS TO BE ARRANGED IN EQUALATERAL APPROVED BALL / X X TRIANGULAR PATTERN. GROUND COVER PLANT SPACING (3)DEADMAN 2 SCALE: NONE 4 x 4 x 4'-0",BURIED IN 3'-0"DEEP TRENCH SECTION NO SCALE 9 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 0BACKFILL TREE - 36" BOX AND LARGER COMPACTAND AT TOP OF SLOPE. 0,_GUYING SCALE: NONE STAPLE AT 30 CM O.C. COIR MAT OR JUTE NETTING- SEE PLANTING PLAN LEGEND. _ III III-ill LAP UPPER STRIP 6"OVER _- - - LOWER STRIP AND STAPLE AT III-III -IF 12"ON CENTER ON STARTER — = ROW-THEN USE 24"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 LAND-2023-0008 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: CITY OF LAKE ELSINORE SHEET 5 AND HAVE BEEN FOUND ACCEPTABLE LANDSCAPE PLANTING DETAILS SHEET NUMBER: L5 12 OF SCALE: BENCH MARK: SHEETS 1 ADDED FIRE MOD PLAN L11 & PRIVATE LANDSCAPE RRR LINE/PLAN L12, REMVD GATE K 11/6/2023 EYPAD MOTOR ® 38 TECHNOLOGY DRIVE,SUITE 100 ORTEGA BESS PROJECT No. Sta ntec N.T.S. REMON HABIB,RICE No.83156 DATE B 1009<ISSUED FOR CONSTRUCTION CITY APPROVED 5/11/2023 CITY ENGINEER IRVINE,CA 92618 DATE: 29970 CAMINO DEL NORTE 2042633601 A 90%SUBMITTAL TO SUNGRID 2/6/2023 CITY OF LAKE ELSINORE 949.923.6000 S1Of11@C.COIT1 2/16/2023 LAKE ELSINORE,CALIFORNIA CONCRETE OR FITTINGS,TYP. NOZZLE,PER PLAN AC PAVING QUICK COUPLER VALVE W/ BACKFLOW PREVENTER 1/2"ABOVE FINISH GRADE T_ POP-UP SPRINKLER LOCKING CAP LINE SIZE BALL VALVES -�i BODY FINISH GRADE-V BELOW FINISH GRADE VALVE BOX 24" WALK,CURB,OR /\\ / / CLEAN BACKFILL-SEE SPEC'S %x//\� V V .A_A A A �T HEADER � FOR MATERIAL,90% /\/\� ^;�jC� VALVE BOX CARBON-BROOKS 910 OR COMPACTION REQUIRED j/AA�j //A/�A//�A//�\� EQUAL,WITH BOLT/LOCK PRESSURE MAINLINE SLEEVE /Ai / / / / 1 C.F.PEA GRAVEL Q z 'V//V�%° ///// // U w ��\/AA •� V`V \ 2"ANGLE IRON WITH SS PIPE O p z - CONTROL WIRE SLEEVE STRAPS.24"LENGTH MINIMUM O UNION (2)BRICKS U GALVANIZED NIPPLE OR PREFAB FINISH GRADE SCH.40 PVC TxT 90°ELL / NON-PRESSURE LATERAL LINE, %AA%AA%Aj�AjAA%�%� / / / / / / /j GALVANIZED ELLS ASSEMBLY SCH.40 PVC 90" �A//VA/�V//VA//VA/�//VA/�V�\ �� VA//VA//VA//VA//VA< , STREET ELL (6"LONG)C NIPPLES V X�/ SNAKE PIPE IN TRENCH ��j///A/////�//�////�///j/ \ /, / / 12"GALVANIZED NIPPLE ° LATERAL LINE,SEE 12"OF CLEAN SAND, PVC MAINLINE ° TO SITE PLAN FOR PIPE / SETTLE WITH WATER SIDE VIEW CLASS AND MINIMUM �� iA ��/��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. _ 3"GALVANIZED NOTES: SCH.40 PVC SXSXT TEE 2.EXTEND ALL SLEEVES 18"BEYOND EDGE OF PAVING AND SEAL WITH DUCT TAPE AT BOTH ENDS, NIPPLE DIELECTRICAL FITTING 1.LOCATE HEAD 2"FROM WALKS,CURB,MOW STRIP,HEADER BOARD,OR EDGE OF LAWN. PRIOR TO BACKFILLING. GALVANIZED ELL OR PREFAB NOTES: (TYP)FOR DISSIMILAR METALS 3.ALL SLEEVES TO BE TWICE DIAMETER OF PRESSURE SUPPLY LINE OR LATERAL LINE. ASSEMBLY 2.LOCATE STREAM SPRAY/BUBBLERS 6"FROM ALL STRUCTURES,AND SPRAY HEADS 12"FROM ALL _ _________, 1. PIPING MATERIAL L 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. NI 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 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 AUTOMATIC CONTROLLER PREVENTER. FLOW SENSOR.ENSURE ADEQUATE OPERATION AT �� 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 O AS NEEDED RISER SPACING TO ENSURE CAGE WILL OPEN AND CLOSE(NO TO STAINLESS STEEL PEDESTAL METAL VALVE NUMBER TAG FITING TO BE ENCASED). 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 SX THE PIPE DIA. 10X THE PIPE DIA. ANCHOR BOLTS PER MFG. WITH KEYS(TAGGED FOR ID)TO OWNER. PLAN 16"x12"x12"CONCRETE FINISH GRADE I I=III I I III-Iff„ffI —III=I II—IIII III II FOOTING MIN.OR PER MFG. L=I I I=I I I—I I I _ —1 1�il 11=III III COMMUNICATION WIRES TO , jj=l I��I= _IIL FINISH GRADE DOWNSTREAM:KEEP CONTROLLER. T FINISH GRADE V�> ������< �I — PIPE DIA.CONSISTENT JUMBO PLASTIC VALVE BOX W/(2)6" PVC ADAPTER/UNION NOTE: FOR A LENGTH 5X THE EXTENSIONS AND LOCKING COVER. COMPACTED d a - a��\� COMPACTED SOIL (2)BRICKS 1.CONTRACTOR TO PROVIDE WEATHERMATIC ALL-WEATHER COVER CITY F LAKE ELMA V p�,KE FINISH GRADE. � � ELECTRICAL CONDUIT OR EQUAL ON BACKFLOW PREVENTER. SIZE AS NEEDED PLANNING DIVIS FLOW SENSOR.ENSURE ADEQUATE- - — PVC ELL —III OPERATION AT LOW VOLUMETRIC FLOW f @1O'O.TAPE CONTROL OBOTT M PVC SCH40NIPPLE BACKFLOW PREVENTER AND ENCLOSURE PERMIT LAND-2023-0008(Water Line oe�e7� � � � �- RANGES(LE.GPM). @ 10'O.C.TO BOTTOM —III— UPSTREAM:KEEP PIPE DIA. OF MAINLINE 1 CUBIC FT.DRAIN ROCK SCALE:NONE IF CONSISTENT FOR A LENGTH 10X DATE: - THE PIPE DIA. 1 C.F.3/4"DRAIN ROCK MIN. CONTROL WIRES TO PRESSURE MAIN LINE. CONTROLLER,RUN WIRES APPROVE ��/�/�/�/�/�/�/�/� IN CONDIUITS ALONG MAINLINE WHERE POSSIBLE-TAPE AND STANDARD BRICK IN 2 PLACES. 1.ALL WIRING INSTALLED PER LOCAL CODE AND MANUFACTURER'S RECOMMENDATIONS. ATTACH BUNDLE 10'OC n ^ono 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: CLEAN BACKFILL SOIL, WITH BOX EXTENSION IF REQUIRED,REFER 1. COIL 18"SLACK,EACH WIRE,IN VALVE BOX AMENDED PER SPECIFICATIONS TO SPECS.HEAT BRAND VALVE NUMBER 2. SPLICE WIRES ONLY IN VALVE BOX IPS FLEX PIPE ON LID. CLIMATE SENSOR RECEIVER 3. USE WATER-PROOF WIRE CONNECTORS FOR ALL WIRE SPLICES. COMPACTED TO 90% MODULE-785'LINE OF SIGHT 4. SET VALVE BOXES ON BRICKS,(3)FOR ROUND BOXES,(4)FOR RECT. FINISH GRADE T_ FINISH GRADE. REQUIRED TO SENSOR. D O I O 2 SEN PORTS CONTROLLER z I® IIIII1 oao� ® - O 4 ELECTRIC VALVE ASSEMBLY INTERMITTENT PRESSURE III MASTER CONTROL VALVE. SCALE:NONE Z ih LATERAL PIPE,CLASS 200 PVC -III Z PIG TAIL EXPANSION LOOP NNAKE TRENCH FROM SIDE TO SIDE \ _ (MIN.18"). 3 CLIMATE SENSOR WITH CONSTANT PRESSURE MAINLINE - LAND o CONTR O COMMON O GUTTER MOUNT SCH 40 PVC SNAKE IN WIRES. SENSOR CABLE TRENCH K SCH.80 PVC FLANGES, TYP.2 PLACES. SUBGRADE LEGEND: _ O WALL OF TRENCH 1O CLIMATE SENSOR MOUNTED OUTDOORS u 0l0o IIIII VALVE BOX WITH BOLT/LOCK 78 FLOW PVC MAIN LINE. ON FLAT SURFACE USING SCREWS. ® ® 'CARBON-BROOKS 910' CONTROL WIRES, 2O CLIMATE SENSOR MOUNTED ON A RAIN GUTTER OR EQUAL ATTACH TO STANDARD BRICK AT 4 MAINLINE.BUNDLE AND TAPE `�.° CORNERS. %�� �� �� / AT 10'INTERVALS.PROVIDE e e "me°= 3O CLIMATE SENSOR RECEIVER MODULE MOUNTED �� �� \�� ��� FINISH GRADE V BELOW 12"TO 18"COIL AT 90> 6"DEPTH OF PEA GRAVEL. 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 i 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 FLOW SENSOR (SHUT-OFF) & MASTERVALVE WIRELESS CLIMATE SENSOR 5 SCALE:NONE SCALE:NONE 4 n SCALE:NONE SCALE:NONE LAND-2023-0008 .E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE u1 MARK REVISIONS APPR. DATE APPROPRIATE ATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS ITH THE PREPARED Bv. CITY OF LAKE ELSINORE SHEET 6 LANDSCAPE IRRIGATION DETAILS AND HAVE BEEN FOUND ACCEPTABLE SHEET NUMBER: I L OF 12 ® SCALE BENCHMARK Stantec LO SHEETS 1 ADDED FIRE MOD PLAN LI I & PRIVATE LANDSCAPE WTR LINE PLAN L12, REMVD GATE KEYPAD MOTOR 11/6/2023 REMON HABIB N.T.S. ,RICE No.83156 DATE 38 TECHNOLOGY DRIVE,SUITE 100 ORTEGA BESS PROJECT No. B 100% ISSUED FOR CONSTRUCTION CITY APPROVED 5/11/2023 CITY ENGINEER IRVINE,CA 92618 DATE: 29970 CAMINO DEL NORTE 2042633601 CITY OF LAKE ELSINORE 949.923.6000 stantec.com 2/16/2023 LAKE ELSINORE,CALIFORNIA A 90%SUBMITTAL TO SUNGRID 2/6/2023 FINISH GRADE MANUAL FLUSH VALVE BARK MULCH OR PLANTING O REMOTE CONTROL VALVE WITH MF PLUMBED TO PVC(TYP) TECHLINE®180-DEGREE FINISH GRADE DISC FILTER AND PRV ———— ———— TWO-WAY TEE SEE TECHLINE®TUBING PLANS PVC EXHAUST HEADER PVC SUPPLY HEADER I 1/2 POLYETHYLENE TUBING I I 3/4"SCH 80 TECHLINE®START CONNECTION PERIMETER LATERALS 2"TO 4"FROM EDGE PVC NIPPLE 1/4"SELF-PIERCING BARB SEE CONNECTOR MALE ADAPTER TECHLINE®DRIPLINE PLANS DRIP SYSTEM OPERATION I I TECHLINE®START CONNECTION INDICATOR KIT I TECHLINE®TUBING REMOTE CONTROL VALVE WITH DISC FILTER AND PRV PVC TEE(SxSxT) 114"DISTRIBUTION TUBING I I AREA LENGTH AS REQUIRED I I PERIMETER ( ) I I PVC SUPPLY HEADER PVC PIPING ' I I I �AREA PERIMETER DRIP INDICATOR-LOCATE AT I I DRIP INDICATOR-LOCATE AT FARTHEST FARTHEST AND/OR HIGHEST POINT IN o 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 ---- - J TECHLINE®START CONNECTION WIPVC RISER 1. RAINBIRD XERI-POP CAN UTILIZE THE FOLLOWING NOZZLES: j I MF 10 SCALE: NONE SO SQUARE NOZZLE(FORMERLY XPCN) I I PERIMETER LATERALS 2"TO 4" TECH L I N EO 5 SERIES MPR NOZZLES(ALL CONFIGURATIONS) I I FROM EDGE R CENTER FEED LAYOUT 5 SERIES PLASTIC BUBBLERS L----- ————— 4 SCALE: NONE 8 SERIES MPR NOZZLES(8H,8T AND 8Q) MF MANUAL FLUSH VALVE PLUMBED 2. INSTALL 1 PER VALVE \ TO PVC 3. SUBMIT MFG.CUT SHEET FOR APPROVAL. 1 TECHLINE® END FEED LAYOUT � FINISH GRADE DRIP INDICATOR SCALE: NONE JUMBO NDS 117 BC OR CHRISTY $ SCALE: NONE 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 Y STRAINER/FILTER CITY F LAKE ELSINORE 3 CONTROL WIRES TO CONTROLLER- PLANNING DIVISION USE WATERTIGHT CONNECTORS PERMIT#LAND-2023-0008(Wat.,Lina Delta) SUB GRADE 1 C.F.PEA GRAVEL PVC MAIN LINE 0""1f6-ov COMMON WIRE TO OTHER DATE: SEE PLANS FOR VALVES ON SAME CONTROLLER TECHLINE® APPROVED DRIPLINE SPACING TECHLINE®SUBGRADE INSTALLATION DRIP CONTROL VALVE 5 SCALE: NONE ` L ) SCALE: NONE 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 // I TECHLINE®DRIPLINE ADAPTER / TECHLINE®START PVC BALL VALVE / CONNECTION MALE ADAPTER / PVC EXHAUST HEADER / I / o PVC EXHAUST HEADER / TECHLINE®TEE Oo / 00000000 00 / o DRIP INDICATOR-LOCATE AT FARTHEST o 0 0 0 0 0 / AND/OR HIGHEST POINT IN ZONE. CONNECT OOoOo a0a WITH BARB CONNECTOR. BRICK SUPPORTS \ \C� REMOTE CONTROL VALVE PLAN VIEW (THREE) \ WITH DISC FILTER AND PRV 3/4"GRAVEL SUMP AREA PERIMETER (1 CUBIC FOOT) PVC SUPPLY HEADER NOTE: \ V 1. TOP OF VALVE BOX TO BE SET 1"ABOVE FINISH GRADE. TECHLINE® IRREGULAR AREAS TECHLINE® MANUAL LINE FLUSH VALVE 6 SCALE: NONE 3 SCALE: NONE LAND-2023-0008 MARK REVISIONS APPR. DATE THESE PPLANS HRIATE AVE BEEN NSREVIEWED OF DEVELOPMENTFOR COMPLIANCE WITD/OR CITY ANDSTATELAWS PREPARED BY: CITY OF LAKE ELSINORE SHEET L7 APPROAND HAVE BEEN FOUND ACCEPTABLE AND DRIP IRRIGATION DETAILS SHEET NUMBER: OF 12 ® Sta ntec SCALE: BENCH MARK: SHEETS 1 ADDED FIRE MOD PLAN L11 &PRIVATE LANDSCAPE WTR LINE PLAN L12, REMVD GATE KEYPAD MOTOR 11/6/2023 REMON HABIB,RCE No.83156 DATE 38 TECHNOLOGY DRIVE,SUITE 100 ORTEGA BESS PROJECT No. B 100%ISSUED FOR CONSTRUCTION CITY APPROVED 5/11/2023 CITY ENGINEER IRVINE,CA 92618 DATE: 29970 CAMINO DEL NORTE 2042633601 CITY OF LAKE ELSINORE 949.923.6000 stantec.COm 2/16/2023 LAKE ELSINORE,CALIFORNIA A 90%SUBMITTAL TO SUNGRID 2/6/2023 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 1.SUBMIT COMPLETE SHOP DOR THE SECURITY FENCE, 6-518"GALVANIZED POST& ' CAP SCHED 40 AT GATE. GATES,ALL HARDWAR ,+ !�a NOXBOX,ALL ELECTRIACAL O PERFORATED ALUMINUM PANEL GATE CLEARANCE TO °00 COMPONENTS TO INCLUDE,BUT MAY NOT BE LIMITED TO: GRADE AS REQUIRED FLAT STEEL TOP AND BOTTOM RAIL A. ALL INFORMATION REGARDING CLEARANCES,CONNECTIONS, Q ° ° °°°°o°°oo°°°°°°°oo°°°oo°oo°°°°° (2)CHAIN LINK GATES. COMPONENTS. d °o°°0 0° ° o °o o°00 00 0 °00 0�o°°0°0°000 0°°000°0 00 0°°000 0 0000 0°�0°�°o ROUGH OPENING 24'WIDE. C3 00 0 00 00 00°000 000000000 a°0oo000 0000 0°0 0 O CONCRETE FOOTING AT POST FINAL GATE WIDTH T.B.D. B. INSTALLATION INSTRUCTIONS AND/OR DRAWINGS: SUBMIT AS X LOCATIONS. - v o0o0o°OOo°o°000000°o°0°0°°°000000°00 0°00°00 2 0 EO CMU WALL,TYP. SHOP APPLICABLE PRODUCT DATA. o°0 00 00o00 0 0 0°°0°°000 00 °o ©COMPACTED SUBGRADE TO 90/0 C. SUBMIT MANUFACTURER'S DESCRIPTIVE LITERATURE AND/OR O a_ °0 000°000006.0 o 000000 0 0000 0000°00 0000 00000°000 o W DRAWINGS TO INCLUDE RELATIVE COMPACTION,TYP. 00 0 0°o°00 °00 0 0o 0 00 00 °o0 0 o°Oo 00 3 J HARDWARE CONNECTIONS STANDARD CATALOG"CUT-SHEETS"OF ALL MATERIALS,COATINGS, 0 00 °O° 00 00 0 0 0 Z 0000°�o°oO000O000 oo00 0o o0 oo O0 00 000 0000.000 000o U TO WALLS _ o ( TOP OF FOOTING. FITTINGS AND EQUIPMENT PROPOSED TO BE FURNISHED AND 0-0o o0o-Oa o9�°ate v�-o-a-0 °na=a-O9vva o w 0a0o AOooao 0 °O000°o 00Dvoeo a�%o o°moo o ®FINISH GRADE. 2"GALVANIZED SCH.40 INSTALLED UNDER THIS PORTION OF THE WORK.INCLUDE THE J a o0°00000 00°000000000 00000000000 00 0000000 0°00° 7 F /\ //�//\� // \, ///\ \//�//./i,,/,/i/�j \////i/i�i \�\/ PIPE FRAME FOR GATE MANUFACTURER'S NAME AND CATALOG NUMBER FOR EACH ITEM / // \,/ / //\�\,III w o 000 0 0 0 00 0 0 000 00° . U N o-°0 0°o 0 oo0000000 0°°0 0 000-00000 0° o 0 0 i+�0 //\\ \\/ ii. /�\� I//\\ 0 0 0000 0 0 00 0 0 000° o°o 0 00°Oo°0 0o g O `// ! / HINGE TYP OF 6 WHERE APPLICABLE. iv °0000 0 0 00°00 0 0 00 0°0 NOTES: tL ( ) 00°0°0°0 ° 0000°0 00 0 0000°0°°°° A. ALL FENCE STEEL SHALL BE HEAVY a 2 0 ( )w o 0 00 00 0 00 0 000 00 0 00 0 0o D. CLEARLY ANNOTATE STAR OR ASTERISK-IN BLACK WHICH DUTY BAKED ENAMEL TYP 1-5/8"X 1-1/4"ROLL FORMED BOTTOM RAIL PORTIONS OF"CUT-SHEETS"ARE APPLICABLE IF MORE THAN ONE POWDERCOATED BLACK.SUBMIT PRODUCT IS SHOWN. la III—_III_—III—_III—_III—_III—_III_—III—_III SAMPLE COLOR ON A SEGMENT OF VINYL COATED CHAIN LINK FABRIC BLACK ° —III—III—III—III III—III III III bIF A FENCE POST FOR APPROVAL. #9 GA 2"MESH(AND KNUCKLE)TIE WIRES 1. ALL INFORMATION REGARDING CLEARANCES,CONNECTIONS, a 1 18"O.C.MAX SPACING ° —III—III—III—III III—III—III—III B. CONTRACTOR SHALL SUBMIT SHOP COMPONENTS AND ANY MISCELLANEOUS RELATED �_—III—III—III— = - -I I I— I DRAWINGS FOR FENCING TO THE GRAVEL PER LANDSCAPE PLAN `° —III—III—III —III—III -0 cj APPURTENANCES(SUCH AS ACCESSIBLE LATCHES,HARDWARE _ a OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO FABRICATION. AND LOCKING MECHANISMS. C. FOR FURTHER INFORMATION,SEE ALL NUTS AND BOLTS TO U a III- —III ° 2. CONCRETE FOOTING AND REINFORCEMENT INFORMATION. a a STRUCTURAL DRAWINGS. BE WELDED 3. INSTALLATION INSTRUCTIONS AND/OR DRAWINGS: SUBMIT AS ° I I° 6 CHAIN LINK VEHICULAR SWING GATE AT ENTRY APPLICABLE 2'-0" lI — 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 PERFORATED METAL SECURITY FENCE SOLID SCREENING. SCALE: NON SHOP DRAWING REQUIRED _ CITY OF LAKE ELSINORE PLANNING DIVISION NOTES: _ - -- PERMIT#LAND-2023-0008(Wat.,U..Delta) 1. GATES AND HARDWARE TO BE SUPPLIED '&-" W_av BY VENDOR DATE7A79972U24_9_447T7W 7 APPROVED 2. SHOP DRAWINGS TO INCLUDE CONNECTION BETWEEN TUBE STEEL FENCE POST AND `- -- CHAIN LINK FENCE POST. 3. CONTRACTOR TO MARK POST LOCATIONS ON GROUND FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. SEE STRUCTURAL SHEETSSI&S2 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 TEXTURE: SPLITFACE INFORMATION. CAP PLATE. POSTS AT V-13" COLOR: "HARVEST"FROM ANGELUS BLOCK INC OR EQUAL 8'-6" O.C. O.C.,TYPICAL AND AT ALL 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 e PERFORATED NOTES: 8'4" BLACK ALUMINUM 1.CMU BLOCK FOR WALL: CMU MATERIAL TO BE SPLITFACE CONCRETE BLOCK FIXED PANEL. 50% GRADE N,TYPE 1,UNITS CONFORMING TO ASTM C90 MINIMUM COMPRESSIVE SURFACE AREA STRENGTH OF 1500 PSI. SCREENING,TYP. SAMPLE HOLE PATTERN 2.NOMIMAL 7-5/8"X 7-5/8"X 15-7/8 FULL SIZE UNITS AND HALF UNITS GREYSTONE 3.CMU CAP NOMINAL SIZE TO BE 7-5/8"X 15 5/8"X 2"AND TO BE SPLITFACE AND SECURITY FENCE — PANEL ELEVATION IN MATCHING COLOR TO PILASTER. 3 SCALE: 1/4"=1'-0" CMU WALL SHOP DRAWING REQUIRED 4 SCALEAONE 4.SAMPLE BLOCKS TO BE SUBMITTED TO OWNER'S REPRESENTATIVE FOR APPROVAL ON SITE PRIOR TO START OF WORK. LAND-2023-0008 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF EVELOPMENTANDORCITY AND STATE LAWS PREPARED BY: SITE DETAILS CITY OF LAKE ELSINORE SHEET 8 AND HAVE BEEN FOUND ACCEPTABLE SHEET NUMBER: I Q OF 12 ® Sta ntec SCALE: N.T.S. PROJECT No. BENCH MARK: L(J SHEETS ADDED FIRE MOD PLAN L11 & PRIVATE LANDSCAPE VTR LINE PLAN L REMON HABIB,RICE No.83156 DATE 12, REMVD GATE KEYPAD MOTOR 11/6/2023 38 TECHNOLOGY DRIVE,SUITE 100 ORTEGA BESS B 100% ISSUED FOR CONSTRUCTION CITY APPROVED 5/11/2023 CITY ENGINEER IRVINE,CA 92618 DATE: 29970 CAMINO DEL NORTE 2042633601 CITY OF LAKE ELSINORE 949.923.6000 S1OI11@C.COD1 2/16/2023 LAKE ELSINORE,CALIFORNIA A 90%SUBMITTAL TO SUNGRID 2/6/2023 GATE EQUIPMENT REQUIREMENTS PHYSICAL STO Riverside County Fire Department Office of the Fire Marshal Pe9e 9 ad TPa064w3 2 KNOX PADLOCKS KEYED NOTES awu•..ra,,w.so.au„.a.,ueuo,Pn.Isn es.,,,r..lesnsc.aee 1.NON-CONTACT SENSORS(PHOTO SENSORS)PROVIDE 0.75"C-2#14,1#14G TO GATE OPERATOR.COORDINATE AND VERIFY WITH MA URER REQUIREMENTS. TE:ChnICBI POIICy ...,r 2.NON{ONTACT SENSOR(PHOTO SENSOR)PROVIDE 0.75"C-2#14,1#14G TO GATE OPERATOR.COORDINATE AND VERIFY WITH ACTURER REQUIREMENTS 1 Title:Knox Emergency Access Standard 2. 3.CONTACT SENSOR(REVERSING EDGES)PROVIDE 0.75"C-2#14,1#14G TO GATE OPERATOR.COORDINATE AND VERIFY W UFACTURER REQUIREMENTS Technical Policy,#TP 06-003 1 Effective Date:03/01/1992 I Revised Data,01107/202G Code References:2019 California Fire Code,Chapter 5,Section 506 4.CONTACT SENSOR(REVERSING EDGES)PROVIDE 0.75"C•2#14,1#14G TO GATE OPERATOR.COORDINATE AND VERI MANUFACTURER REQUIREMENTS 5,CONTACT SENSOR(REVERSING EDGES)PROVIDE 0,75"C-2#14,1#14G TO GATE OPERATOR.COORDINATE AND WITH MANUFACTURER REQUIREMENTS Purpose This standard has been developed to assist development applicants,architects,contractors, General Information: 3 and building/business owners in determining the minimum requirements for rapid,non- Knox Padlocks,and similar products manufactured by Knox Company,are the only type destructive access to the property and building during emergency situations. approved by Riverside County Fire Department. N Codes and Standards A Knox Padlock is required where a chain or manual gate is being utilized. WoRil!POWER is FIR&FIRREIR. Where access to or within a structure or an area is restricted because of secured opening(s)or where immediate access is necessary for life-saving or fire-fighting purpose,the Office 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 I PROVIDE GROUND ROD AND 1#6G SELECTED OPENER TO BE PROVIDED AND INSTALLED Effective March 1,1992,the Riverside County Fire Department has Incorporated the Knox How to utilize two padlocks-One standard lock 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 as 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 qqq - • 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. KNOXSWITCHES • Knox Switches- Installed on powered access gales. PROHIBITED. [ 1 • Knox Cabinet Box- Mounted on building and stores blue prints,floor plans,MSDS and TWO(2) ETECTOR LOOP LEAD CABLES Hinformation. 6. NO COMMERCIAL PROPERTY OWNER SHALL INSTALL FENCES O All four types operate with a singlegle key key that is secured by the Riverside County Fire Department. GATES WHERE MORE THAN ONE GATE MUST BE OPENED IN 1 1 ORDER TO REACH WITHIN 150 FEET OF THE REAR PORTION OF General Information: Knox Key Switches,and similar products manufactured by Knox Company,are the only type ANY BUILDING approved by Riverside County Fire Department. 0000 A Knox Key Switch is required on all electronic gates and is the only application for this use. 7. ALL GATES SHALL BE OF MATERIALS THAT ALLOW MANUAL LOOP DETECTOR PROVIDE 3 TURN OOP CABLES PER OPERATION BY ONE PERSON. MANUFACTURERS RECOMMENDATION . Installation: (TYPICAL FOR ALL LOOP DETECTORS).CO ATE WITH P.9e2a4 3 A licensed gale contractor shall install Knox Switches. 8. MANUAL GATES SHALL HAVE A KNOX PADLOCK FOR FINAL APPROVED MANUFACTURER SHOP DRA 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. 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. 3 SCALE:NONE Knox Boxes also include boxes with tamper switches for buildings that are equipped with a fire KNOX CABINET BOX: alarm system.This switch may be lied into the fire alarm system,allowing the box to be 1� monitored thereby,providing more security. NOTE:Residential type boxes are not permitted to be used on commercial properties. CITY OF PLA ING DIVISION Required Keys: Onion within the key per lx.If space and/or mregckd;theylishall be shall be K 1110Xe KN OX VAU LT° 440 0 provided for installation within the Knox Box.If multiple keys are required;they shall be on a key ring to keep them together.Examples of keys to be included: PERMIT LND-2023-0008(WaterLineDelta) � SINGLE LOCK MODEL 1.Keys that will provide access to ALL areas of the building. The KnoxVauIt 4400 is a secure,high capacity key lock box trusted by first responders,property owners, 2.Rooms with fire detection and/or fire suppression equipment. General Information: �irnrc-l ' and universities.Store up to 50 keys,access cards and/or emergency plans to griddy gain rapid emergency 3.Keys to operate the protection equipment. Knox Cabinet Box,and similar products manufactured by Knox Company,is the only type DATE: access to large business and indusblal facilities and campuses 4.Elevator keys for operation and door control. FEATURES 5.Appropriate codes and/or electronic key cabs. approved by Riverside County Fire Department. 6.Fire alarm panel and manual pull station boxes. A Knox Cabinet Box is required on all buildings with Hazardous Materials where MSDS APPROVED a +Barge cape storing up to a s0 keys Aocess cards, documents are d to be readily ble for First Responders other s N.el:.•I■ try items,emergency planning ae,np la,and ,It les require ti avfo i pon ers or o specialty Keywrench may als tt In inlaip canparo-nmt but wen Installation: occupant' and is the only application for its use. . reduce max key quanbty. Bon shall be placed within proximity of the front main doors.Additional Knox boxes maybe Built I(nor-Ruggro and secure.UL 1037,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 1332,UL 4a7 All models(except Knox cabinet boxes hall be mounted approximately 6 feel above finished +Flushed with Kna,-Coati to protect It,times bane )s pproxima y Installation: Nan standard poxda coat grade to the bottom of the Knox Box,or as otherwise approved.The box shall be clearly visible and mounted in accordance with manufacturer's recommendations. The box shall be clean visible and mounted in accordance with manufacturer's +ENEFIT eaNa+esslant tloa gasket Y GATE AND CONTROLLER EQUIPMENT* BENEFITS Plans recommendation and approved by Riverside County Fire Department personnel. +Allows rapid property access , r property ee Knox Box(6 f[from ground) ace s° +Reduces dame ❑ Plans Required ' - +Prwmis faced a,try into buiwmgs ❑ - +Minimize first respmda injury All required plans,shall be submitted to the Riverside County Fire Department for review and NAME MANUFACTURER NOTES � +� +C ompliant W Nae«,al Flre Core INFPA 1FC,aC) approval of mounting location/position and operating standards,prior to installation. wnoNr. DIMENSIONS, OPTIONS Business NOTE:New buildings shall note location(s)of Knox products on all building plans. Surface Mmnl-2albe SurlaceMmntepdy-THx 7W x5'D +Krwx Tan Alert connec�tO bulldIn terms tan front KNOX BOX KNOX BOX PER RIVERSIDE COUNTY FIRE Rmea�d M«,nt R9ma Rmaa.ad—F pa gsa n door lanes-s,2Hx9 vzw for extrasecunty DEPARTMENT +Ncpm typea Repassed and Sumps How to order Knox Equipment I. +3 cola o—fig—b., Black,Aluminum Dark Bronze Obtain orig Dual lock cinal wet signed Knox application form from one of our offices.Verify that the T rnoe + Knox fpnn is completely filled out prior to sending. a ACCESSORRIEESS ation ZT— +Multi-Purpose S rM for use e-electricel does,gates and 2 NOTE:Knox Co.will only accept original wet signed applications. � � oNa electrical equipment Recess Mountng Kft f«new cmcreteor meaty ceatuctim NOTE:Payment is made to Knox Company not Riverside County Fire Department. o +Public Safety LabSIx a N :Knox Equipment is not shipped to one of our offices.Have a rd shipped to +Tag T0.ag Tampa Seals qu choi ppe quipme ppe i.lin5l�G n�rGi + ,T�a aloDa' of your choice. Illn' - 1 IL�I �rl , rn,navk 1 "Rings 4 io'o+ia"le`ex1 M1a•"° ORDERING SPECIFICATIONS we• ra mew,pocuroment and 611••ry or IN elox1'ault-0,it NO EQUIP.ANCHO MFG. _ I.wsu..l.a tn.l Ialowas.wanr llpr,P.ryrePh I...e: Kn«.vwk a,rt.perrap.aaad mpvm wNnmmmtuL ualaa Knpx PROVIDE SLOPE Ta aA-1/4'Pl.,astaalh-9.s�a'rnidvxw!do«wen TO DRAIN. TO AD / �mnanl�w.laenenea arainlms alga dmrhme..vawtalpar m Ira na.IB•miPx smmla...m.I ep.r nnva wen OOTH,TROWELED FINISH uaI>a h vault M1.a.na-m.n reloewro ® m ddu rev.nn M Flare look Prorear«. TOOLED EDGES, EC.dorplm•a.Im.:°wrr.1ZM 9-rHx7•wxs•D 1/4"RADIUS Remsa.d Mmnt Flange-91/2'H x 9-12'W Lock:uL❑send.Double-atom tureen,Ivmblere end hardenea FINISH GRADE OF PAVING _ .real Pin.aomas.e dv a eia.ae rat Imo. Zen Knw-Coati proprieery finiaM1in9 pme%s rip Cola:al..,Dark&raze or Alumnum \�\• . 7•/ PM:KnoxV 14400(mhg per ID) N.ms:KNox coMaANv �E •/ "/ 'O.C.EACH WAY /. /.�i / (2 MIN. 1 m ^ EY RD.PHOENIK AI 85027 1 T.800 552 5669 F.623—2290 INFO®KNOxeOxCOM KN i art.. M at CONTRACTOR TO SUBMIT A FULL LIST OF ALL EQUIPMENT AND HARDWARE ALONG WITH MANUFACTURER CUT SHEETS,OF ALL MATERIALS "' FOR THE 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 EQUIP ENT *CONTRACTOR TO COORDINATE ALL ELECTRICAL EQUIPMENT AND INSTALLATION REQUIREMENTS WITH ELECTRICAL CONTRACTOR SCALE:NONE SCAKI3 EZL LAND-2023-0008 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS ITH THE PREPARED BY: SITE DETAILS CITY OF LAKE ELSINORE SHEET 9 AND HAVE BEEN FOUND ACCEPTABLE SHEET NUMBER: Ly 1 ^ 12 ® Stantec SCALE OF BENCHMARK SHEETS 1 ADDED FIRE MOD PLAN L11 &PRIVATE LANDSCAPE'MR LINE PLAN L12, REMVD GATE KEYPAD MOTOR 11/6/2023 N.T.S. REMON HABIB,RCE No.83156 DATE 38 TECHNOLOGY DRIVE,SUITE 100 ORTEGA BESS PROJECT No. B 100%ISSUED FOR CONSTRUCTION CITY APPROVED 5/11/2023 CITY ENGINEER IRVINE,CA 92618 DATE: 29970 CAMINO DEL NORTE 2042633601 CITY OF LAKE ELSINORE 949.923.6000 31on1eC.COm 2/16/2023 LAKE ELSINORE,CALIFORNIA A 90%SUBMITTAL TO SUNGRID 2/6/2023 i� 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 ANY TIME. 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 BESET SO THAT,WHEN SETTLED,THE SOIL LEVEL AT CROWN OF POINT A. . PLACEMENT TO BE DETERMINED IN THE FIELD. B. NOTES ON L7 SUPERSEDE THESE STANDARD SPECIFICATIONS. IS 1 1/2 INCHES ABOVE THE FINISHED GRADE OF LAWNS AND 1"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: 2. PLANTS SHALL BE SYMMETRICAL AND TYPICAL FOR VARIETY AND SPECIES. C. GROUND COVER PLANTS AND ANNUAL FLOWERS: 4. PIPE SLEEVES TO EXTEND 18"BEYOND BACK OF CURB OR WALK 1. THOROUGHLY FLUSH LINES BEFORE INSTALLING EQUIPMENT. 1. INSTALL PLANTS AT SPACINGS INDICATED ON THE LEGEND AND PLANT IN STAGGERED ROWS, B. PIPE FITTINGS: 3. GROUNDCOVER PLANTS SHALL BE FULL AND COMPACT,NOT"LEGGY". EVENLY SPACED,PER DETAIL. N. COVERAGE TEST: 1. PLASTIC:POLYVINYL CHLORIDE(PVC). 2. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ROOTS 2 x 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- ( ) A. SOLVENT WELD SPECIFIED ON THE DRAWINGS. GROWN MATERIAL,UNLESS OTHERWISE SPECIFIED. PLANTS ROOT SYSTEM LIES FREE WITHOUT DOUBLING. 2. CRASS(WHEN APPLICABLE):MEDIUM BRASS,CLASS 125 PSI THREADED FITTINGS. PERFORMED IN THE PRESENCE OF OWNER'S REPRESENTATIVE TO DETERMINE IF COVERAGE 3. TAMP SOIL L AROUND ROOTS TO ELIMINATE AIR POCKETS. 3. COPPER(WHEN APPLICABLE):WROUGHT COPPER,SOLDER JOINT 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 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. SATISFACTORY COVERAGE. 1. ALL WIRE SHALL SOLID COPPER 600 VOLT AC,TYPE UF-A UL APPROVED FOR 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 D. SOD INSTALLATION DIRECT BURIAL.WIRE E SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE WALL OR MONUMENT SIGN OR PROVIDING EXCESS WATER. LANDSCAPE ARCHITECT. 1. LAY SOD TO FORM A SOLID MASS WITH TIGHTLY-FITTED JOINTS.BUTT ENDS AND MANUFACTURER'S NAME,WIRE SIZE AND IDENTIFICATION.WIRE RUNS SHALL BE 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,D INS AND SEEDED AREAS. B. COMMON WIRE -#14 WHITE ONLY OWNER'S REPRESENTATIVE AND ANY NECESSARY ADJUSTMENTS SHALL BE MADE. RA 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 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 3 INCHES 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 SEAS 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. LAYOUT 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 2.3B,IT CAN 3.7 GUARANTEE 3. RUN PIPELINES 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 IIRRIGATION BV 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 PROJECTAS 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 CITY F LAKE ELSINORE 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 E MED AND LED TO REMOVE ROUGH EDGES AND BURRS. 1CONTINUOUSLY MAINTAIN ALL NINGPLANTINGS, GRASSES AND DURING LAWN THE PROGRESS INCLUDED IN THE PLANNING DIVISION 1.. 0 100 1.2 QUALITY ASSURANCE 2 SOVENT-WELD JOINT CONTRACT OF A. SOLVENT CEMENT AND PRIMER:FOR SOLVENT WELD JOINTS SHALL BE OF MAKE 2. TREE/SHRUB CARE: PERMIT LAND-2023-0008(Water Line Delta) 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 p� #100 4MO 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. nma-`-v 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 DATE: 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. PART 3-EXECUTION 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. APPROVED3, IN SITE REVIEW 2. THE CONTRACTORSHALLFURNISH,WITHOUT MATERIAL CEMENT OF THE PIPE END. E.AVOID MAJOR PRUNING DURING SUMMER MONTHS:POTENTIAL DAMAGE IS PREVALENT. S 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.REMOVEWEED 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 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 MANUFACTURER'S RECOMMENDED RATES. WHERE THERE ISS SUCH A DISCREPANCY UNTIL REVIEW FOR SAME HAS BEEN GIVEN BY THE LANDSCAPE B. , E. LAYING PIPE: 3. REPLACEMENTS:IMMEDIATELY REPLACE ANY PLANT MATERIALS THAT DIE ARE ARCHITECT. D O THESE 1 SHALL MEAN IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED DIRECTIONS. . PIPE SHALL BE BEDDED ON AT LEAST 21NCHES 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 ANY 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 MAINLINE 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 SO 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 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.IF SPRAY,MAINTAIN"HEAD-TO-HEAD"100%COVERAGE AT ALL PLANT AREAS. C.EVALUATE COMPLETE OPERATION OF SYSTEM AT LEAST 4 TIMES DURING MAINTENANCE PERIOD. 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: D.REPAIRS SHALL BE MADE WITHIN 24 HOURS OF NOTIFICATION,UNLESS OTHERWISE APPROVED. TO AN OPTIMUM MOISTURE CONTENT FOR TILLING AND PLANTING. NUMBER. 1. INSTALL WHERE SHOWN ON 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 DIAMETER PLASTIC VALVE BOX WITH TWIST LOCK COVER. F.ADJUST CONTROLLER TO PREVAILING WEATHER CONDITIONS. 1. REESTABLISH AND MAINTAIN POSITIVE DRAINAGE AND FINISH GRADES BEFORE PLANTING. 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. 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 MAINLINES 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 B. 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. I. TESTING PIPE: A. REPAIR OF DAMAGE:ALL DAMAGE TO 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 OF 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 MANUFACTURER . , ,'S PRINTED RECOMMENDATIONS AT THE FOLLOWING RATE:(OR PER SOILS REPORT) COVERED. PERIOD OF ONE 1 YEAR BEGINNING AT THE DATE OF FINAL ACCEPTANCE,BE AND PERFORM GOVERNING AGENCIES,AS PART OF THIS WORK. (1 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 - 4 TABLETS 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 - 6 TABLETS 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 MAIN LINES 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 L1 AND MECHANICALLY REMOVE WEEDS.DO NOT A. BACK FILL TO DEPTH OF 6 INCHES 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. S. REMAINING BACK FILL SHALL BE FREE OF ROCKS AND CLODS OVER 2 INCHES IN DIAMETER. C. SETTLE TRENCHES WITH WATER AND/OR TAMPING. LAND-2023-0008 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MARK REVISIONS APPR. DATE APPROP ATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS ITH THE PREPARED BY: LANDSCAPE SPECIFICATIONS CITY OF LAKE ELSINORE SHEET 10 AND HAVE BEEN FOUND ACCEPTABLE SHEET NUMBER: 1 0 OF 12 ® Stantec SCALE BENCHMARK SHEETS 1 ADDED FIRE MOD PLAN L11 &PRIVATE LANDSCAPE WTR LINE PLAN L12, REMVD GATE KEYPAD MOTOR 11/6/2023 N.T.S. HABIB,RCE No.63156 DATE 38 TECHNOLOGY DRIVE,SUITE 100 ORTEGA BESS PROJECT No. B 100%ISSUED FOR CONSTRUCTION CITY APPROVED 5/11/2023 CITY ENGINEER IRVINE,CA 92618 DATE: 29970 CAMINO DEL NORTE 2042633601 CITY OF LAKE ELSINORE 949.923.6000 stantec.Com 2/16/2023 LAKE ELSINORE,CALIFORNIA A 90%SUBMITTAL TO SUNGRID 2/6/2023 DEFENSIBLE SPACE LEGEND FIRE NARRATIVE PROPER LINE r AREA"A" 0'-30'FROM STRUCTURES 1. SHRUBS DO NOT EXCEED 6 FEET IN HEIGHT ooT NEW PLANTINGS ARE IRRIGATED. 2. SHRUB GROUPINGS ARE SEPARATED FROM OTHER GROUPINGS A o L---------J MINIMUM OF 15 FEET. s r HE swaLE \ ——————— AREA"B"30'-100'FROM STRUCTURES 3 NO SHRUBS ARE LOCATED BELOW A TREE'S DRIPLINE' o — e colic e\ NEW PLANTINGS ARE IRRIGATED. 4 8 FT TALL CMU WALL AND GRAVEL(NO VEGETATION)IS PROVIDED WITHIN F �r N)P wNc \ L_________J EXISTING VEGETATION IS NOT IRRIGATED. 10'SETBACKFROM STRUCTURES _- _ 5. DECOMPOSED GRANITE IS USED AS MULCH IN PLANTING AREAS. t «ewva«y EN eox - i y ELE and `� \ 6. ALL NEW PLANTINGS ARE IRRIGATED /—— — oOCR TE NATURAL AREAS WITH EXISTING 7, NEW TREE DRIPLINES TO BE PLANTED(AND MAINTAINED)SO MATURE eou I BRIDGE DITCH,rn VEGETATION TO REMAIN. VEGETATION DRIPLINE IS A MINIMUM OF 10'FROM ANY COMBUSTIBLE STRUCTURE. CROSSING r � __ \ IS ON SLOPES AND IN PROTECTED PROP ,Y uNI 8. HORIZONTAL DISTANCE BETWEEN CROWNS OF NEW TREES AND CROWNS SWALES. EXISTING VEGETATION IS ExI INc OF ADJACENT TREES SHALL NOT BE LESS THAN 10 FEET. REMo 01 NOT IRRIGATED. 9. CONIFERS ARE PLANTED AND MAINTAINED SO THAT THE TREES'DRIP \ wacec R \ LINE AT MATURITY IS A MINIMUM OF 30 FEET FROM ANY COMBUSTIBLE STRUCTURE. El 10. ALL GROUNDCOVER WITHIN 30'OF STRUCTURE IS LESS THAN TIN / ossn49 vv vv -� ;� SITE/ POWER LEGEND HEIGHT. 11. NO TREES ARE WITHIN 10'OF CHIMNEYS OR FIRE HAZARDS. 12. NO INVASIVES ARE BEING PLANTED. o + vo o•\ \ , 13. NO VINES OR HEDGES ARE PROPOSED. > �o \ \ p� BATTERY UNIT 14. ALL NEW PLANTS ARE DROUGHT-TOLERANT LINOVERHEAD Es ttP. PROPOSED DRIVEWAY/DRIVEAISLE DEFENSIBLE SPACE MAINTENANCE- BY OWNER ®P \ \ WITHIN PROPERTY BOUNDARIES 1. REMOVE VEGETATIVE AND FLAMMABLE DEBRIS SUCH AS NEEDLES, %Nq E` = DOWNED BRANCHES,ETC. I. DOEPAD-MOUNT GSU O +++$ \ r - `J 2.4. MUM 6 FEET IN HEIGHT T BLE KEEP SHRUBS IN AREAS"A"AND"B"TO MAXI 3 MAINTAIN IRRIGATION IN WORKING ORDER Q '> . TRIM TREE CANOPY TO BE A MINIMUM OF 10'FROM ANY COMBUSTIBLE `X �C} PROPOSED 8' SECURITY FENCE — N ++ SEE SHEET LS STRUCTURE AND MINIMUM 10'SPACE BETWEEN TREE CROWNS. 5. MAINTAIN CONIFERS SO THAT THE TREES'DRIP LINE IS A MINIMUM OF 30 /L \ r PROPOSED 8' SOLID BLOCK WALL - FEET FROM ANY COMBUSTIBLE STRUCTURE. O ;+ SEE SHEETS L8, S1 & S2 6. TRIM LOWER BRANCHES OF TREE CANOPIES TO BE 6'CLEAR FROM r PARCEL LINE SHRUBS AND GROUNDCOVERS. PROPERTY LINE / oOD i — +F Y 7. KEEP VEGETATION 10'CLEAR AT FIRE ACCESS. DO NOT REMOVE PLANTS o - r EXISTING OVERHEAD ELECTRICAL FROM PROTECTED SWALE. N.I.C. o *+* r 8. FOLLOW CITY OF LAKE ELSINORE GUIDELINES FOR THE CITY'S YEARLY PROPOSED ELECTRICAL CONNECTION WEED ABATEMENT PROGRAM AND SCHEDULED DEADLINES. 9. MAINTAIN AREAS IN AREAS THAT ARE UNIMPROVED WITH EXISTING p VEGETATION: \ d LIGHTS - SEE ELECTRICAL SHEETS a. MOW OR WEED WHIP GRASSES TO A HEIGHT OF 4" EXISTING SCE POLE b. MAINTAIN SHRUBS TO MAXIMUM 4'HEIGHT. CITY OF LAKE ELSINORE N C. REMOVE NON-NATIVE GRASSES/WEEDS,INVASIVE AND HIGH-FIRE PLANNING DIVISION -'o-. PROPOSED POLE VEGETATION. N d. DO NOT DENUDE THE SOIL,ESPECIALLY ON SLOPES AND PERMIT LAND-202180009(waterL3®De�Y' so'-o" ® \ PROTECTED SWALES. a& DATE: 5 L: 1"=30'-0" A APPROVED PLANT SCHEDULE NOTES TREES QTY BOTANICAL NAME COMMON NAME CONT HT X WIDTH WATER USE EXISTING VEGETATION AND ADJACENT PROPERTY 8 PINUS CANARIENSIS (EVERGREEN) CANARY ISLAND PINE MIXED 60'X30' MOD EVERGREEN, STREET TREE (PER CITY LIST) (3) 36" BX SPACED 30-40 APART, SCREENING TREE AT PERIMETER FENCE (4) 24" BX 30'TO STRUCTURE DRIPLINE ADJACENT PROPERTY PROTECTED SWALE /�\ 20% 36" BOX & 80% 24" BOX. (1) 15 GALLON E TRAILER SALES 10 PODOCARPUS GRACILIOR FERN PINE MIXED 30`X20' MOD EVERGREEN SCREENING TREE AT PERIMETER (8) 24" BX EVERGREEN, - -- FENCE AND STREET TREE (PER CITY (2) 15 GALLON SPACED 30-40APART, . LIST) 10'TO STRUCTURE DRIPLINE y - STD TREE FORM Z ! T 1 - " SHRUBS QTY BOTANICAL NAME COMMON NAME CONT HT X WIDTH WATER USE 10 CEANOTHUS X 'JULIA PHELPS' JULIA PHELPS WILD LILAC 5 GAL 6'X6' LOW .a - ��"~'•' -� � r y� (EVERGREEN FLOWERING & SCREENING \ > A. = ►: ... ;ti. .K' .}. �y �-� - , ter' _ .. , ice' ' '' "'" SHRUB) iI y 20 FRANGULA CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL 4`X6' LOW 4 (EVERGREEN SCREENING SHRUB) "-N 15 GREEN CLOUD TEXAS 5 GAL LOW ', � `F� ' ( �',r u ;•Y t O CLOUD'PHYLLUM FRUTESCENS 'GREEN RANGER 6'X6' � y +�3., (EVERGREEN SCREENING SHRUB) 4 SALVIA GREGGII AUTUMN SAGE 1 GAL 2`X4' LOW qVY. .trMf 0 (EVERGREEN/DECIDUOUS FLOWERING s w ACCENT) _ v> * Y w +c. "r - GROUND COVERS OTY BOTANICAL NAME COMMON NAME CONT HT X WIDTH WATER USE SPACING ( 4J�n �r"r ti- ' '- 2,845 ARCTOSTAPHYLOS X EMERALD CARPET EMERALD CARPET 1 GAL X5` LOW 36" o.c. v `_ SF (EVERGREEN) MANZANTA +" +- 5,0 - �� +� 2,114 MYOPORUM PARVIFOLIUM 'PROSTRATUM' PROSTRATE TRAILING 1 GAL VX6` LOW 42" o.c. O� SF MYOPORUM (EVERGREEN) N G h` IRRIGATED AREA: 8,825 SF e NEW LANDSCAPE AREA: 8,825 SF LAND-2023-0008 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE APPROPRIATE CONDTIONSOF EVELOPMENTAND/OR C`ITYAND STATE LAWS ITH THE PREPARED BY' FUEL MODIFICATION PLAN CITY OF LAKE ELSINORE SHEET AND HAVE BEEN FOUND ACCEPTABLE SHEET NUMBER: I 1 OF 12 ® Stantec SCALE BENCHMARK SHEETS t ADDED FIRE MOD PLAN L11 &PRIVATE LANDSCAPE WFR LINE PLAN L12, REMVD GATE KEYPAD MOTOR 11/6/2023 REMON HABIB,RCE No.63156 DATE 38TECHNOLOGY DRIVE,SUITE 100 1"=30'-0" ORTEGA BESS PROJECT No. B 100%ISSUED FOR CONSTRUCTION CITY APPROVED 5/11/2023 CITY ENGINEER IRVINE,CA 92618 DATE: 29970 CAMINO DEL NORTE 2042633601 CITY OF LAKE ELSINORE 949.923.6000 stantec.COm 2/16/2023 LAKE ELSINORE,CALIFORNIA A 90%SUBMITTAL TO SUNGRID 1 1 2/6/2023 y \, — �� A A A TttdBFIR N (Ex -til wa7€ � _ --- ---- - - PROJECT `� (EX EVMWD BLOW-0 F) �_ --------- - — -- - STA:1tr+3.2 7 _ -.- _..._ -__ --.. --- --------- -An _ _SEE-IRRIGAiUATIO--- --_.- -- -- --- -- j o TOR-�-0PITINUATION= \ 1294.0 INV' 1 ,p J 1292.0 II�V 10+82.28 4 INV 1"" WATER METER`� C PER EPARATE WATERY \ \ IMPRO MENT LANS. 2 J \ 1'WATER SERVICE PER SEPARATE WATER IMPROVISMENT PLANS. y: �X �a p -r �oH I Ol 4 4 1292.0 INV - < r I 5TA 10+1 .61 � �rc"� VICINITY MAP 1292.0 Ir, r 7 PROP EV M WD WATERL E ( A: 10+ 1.08 STA: 10+30.82 +/i N.T.S. I� 6 5 i I�L PRE C T BRIDGE ron� \ 92.0 1294.0 INV \�� iOO� ❑ \ 12 4.0 fIV ��`.A A PER 5` PLAN r \ 5 sTA: 10 -roNr roR c 1294.0 INV , 2 V A vv\ Al PROP CMU BLOCK WA CITY LAKE ELSINOR PL G DIVISION _— PERMIT LAND- -0008(Wat.,LinaD.Ita) / DATE: '\ \ \\ \ APPROVED NN PROPS ET WID <7�NG / LEGEND: UNDERGROUND FIRE CONSTRUCTION NOTES QUANTITIES 300 PROPOSED 8" PRIVATE 2 _ 3 PROPERTY LINE 1O1 1/2" PVC SCHEDULE 40 PIPE — 18" COVER MIN. 13 LF FIRE WATER LINE PER UNDERGROUND PRIVATE ro EASEMENT O1 1/2" HOPE PE4710 DR 13.5 PIPE 52 LF WATER PLAN PERMIT NEW CMU BLOCK WALL O1 FEBCO 825Y—LF BACKFLOW PREVENTER WITH ALL—WEATHER BLANKET AND SECURITY ENCLOSURE. 1 EA STEEL PIPE BRACKET PER N INSTALL PER EVMWD STD PLAN NO. W-21a & W-21 b. UNDERGROUND FIRE O NEW FENCE EXISTING GRADE WATER PLAN PERMIT s AUXILARYEQUIPMENT PERELECTRICAL PLANS 4O AQUAFUSE 304SS CAT 3 TRANSITION FITTING (NOTE 1) 2 EA (OUT OF SECTION) - - - 45' FUSION FITTING 3 EA t� BATTERY CONTAINER PER ELECTRICAL PLANS 6 90` FUSION FITTING 4 EA EXISTING GRADE - �CAP END OF LINE 1 EA 1290 _ FIRE HYD RANT(W/BOLLARDS) g 4" PVC SCHEDULE 40 SLEEVE, 24" COVER WITH 6" SAND BED. EXTEND 18" BEYOND BACK OF CURB. 54 LF PER PRIVATE FIRE WATER PLAN j NOTES: EXISTING GRADE 1. TRANSITION FITTING SHALL BE USED AT ALL HDPE TO PVC FTP TRANSITIONS AND AT HDPE TO HDPE CONNECTIONS. BUTT WELDING IS NOT PERMITTED. SOCKET TRANSVERSE CROSS SECTION AA COUPLING FITTINGS WILL BE NECESSARY ALONG THE CONTINUOUS MAINLINE, BUT _I ARE NOT SHOWN. INCLUDE FITTINGS IN SUBMITTAL PACKAGE. ^ V:1"=5; H:1"=5 CONTRACTOR INFO OWNER LEGAL DESCRIPTION GRAPHIC SCALE 20 0 20 40 80 SUNGRID SOLUTIONS, INC. ORTEGA GRID, LLC APN# 377-200-045 45 S. ARROYO PARKWAY 621 W. RANDOLPH STREET PASADENA, CA 91105 CHICAGO, IL 60661 ( IN FEET ) 1 inch = 20 ft. LAND-2023-0008 THESE PLANS HAVE BEEN REVIEWED FOR COPLIANCE ITH THE MARK REVISIONS APPR. DATE APPROPRIATECONDITIONSOF EVEL PMENTAND/ORCIJTYANDSTATELAWS PREPARED BY: pROFE$SI/u� PRIVATE LANDSCAPE WATER PLAN CITY OF LAKE ELSINORE SHEET 12 AND HAVE BEEN FOUND ACCEPTABLE QO p N N, F, SHEET NUMBER: L12 �f Stantec J No 55481 SCALE: BENCHMARK OF SHEETS .,�L3,Lz4 E.o „= 1 ADDED FIRE MOD PLAN L71 &PRIVATE LANDSCAPE WTR UNE PLAN L12,REMVD GATE KEYPAD MOTOR zo 11/6/2023 REMON HABIB, DATE:RCE No.83156 DATE ® 38 TECHNOLOGY DRIVE,SUITE 100 WsrgTF c"IL �PA ORTEGA BESS PROJECT No. CITY ENGINEER IRVINE,CA 92618 CPI�F 29970 CAMINO DEL NORTE B 100%ISSUED FOR CONSTRUCTION CITY APPROVED 5/1 t/2023 2/16/2023 LAKE ELSINORE,CALIFORNIA zoazs33so1 3 A 90%SUBMITTAL TO SUNGRID 2/6/2023 CITY OF LAKE ELSINORE 949.923.6000 StantBC.com