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HomeMy WebLinkAboutDWG 534-2L; SDP 2021-0003; RACEWAY INDUSTRIAL: PROPOSED 1) S.F. INDUSTRIAL BUILDING; 01-50t-............ , - IRRIGATION ROTOR HEAD SPRINKLER LEGEND IN-LINE DRIP IRRIGATION LEGEND SYMBOL FLOW RATE GPM PREC. PREC. o l H I F MANUFACTURE I MODEL NO. I DESCRIPTION Q H F PSI RADIUS RATE DETAIL SHEET SYMBOL MANUFACTURE I MODEL NO. I DESCRIPTION GPH PSI RADIUS RATE DETAIL SHEET 12" POP-UP ROTOR HEAD WITH CHECK VALVE AND PRESSURE REGULATION RAIN BIRD -XFS-P-6-12, XFS SUB-SURFACE "COPPER SHIELD" SERIES 0.61 30 N/A 0.73 A, B, 17 @ () HUNTER -PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB I, 18 E:-:::-:::-J 17mm, 12" O.C. EMITTER, "RECYCLED WATER" PURPLE DRIPLINE WITH C, D (J7 43 90 1.7 35 16 FT 0.46 PRESSURE COMPENSATING, COPPER SHIELD ROOT INTRUSION ROTOR HEAD W/ NOZZLES Q-.50SR/H-1.0SRIF-2.0SR FF 21 PROTECTION EMITTER. @ g) ® HUNTER -PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB .68 1.3 2.7 35 20 FT 0.46 I, 18 ROTOR HEAD W/ NOZZLES Q-.75SR/H-1.5SRIF-3.0SR FF 21 ---t ---RAIN BIRD -DRIPLINE CONNECTIONS SHALL BE MADE USING "XF SERIES" 17mm DRIPLINE IN SERT E 17 ---FITTINGS. INSTALL STAINLESS STEEL CLAMPS ON FITTINGS FOR ANY SYSTEM THAT EXCEEDS 50 PSI. (3 ® @ HUNTER -PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB 1.4 2.1 3.5 35 25 FT 0.46 I, 18 ROTOR HEAD W/ NOZZLES Q-1 .5 / H-2.5 I F-5.0 FF 21 NETAFIM -TLSOV, MANUAL SHUT-OFF, FLUSH VALVE. INSTALL FLUSH VALVE WITH STAINLESS F 17 HUNTER -PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB I, 18 ® STEEL CRIMP CLAMPS INSIDE A 10" ROUND VALVE BOX 18" FROM PAVING. LOCATE AT END OF ® CD © ROTOR HEAD W/ NOZZLES Q-2.0 I H-3.0 I F-6.0 1 7 2.7 5.6 35 30 FT 0.46 FF 21 DRIPZONE IN EACH DIRECTION, MINIMUM TWO PER ZONE. HUNTER -PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB I, 18 [Afi] RAIN BIRD -ARV-050, 112" AIR/VACUUM RELIEF VALVE. LOCATE AT HIGHEST POINT OF G 17 (Ll) (j}) © ROTOR HEAD W/ NOZZLES Q-2.5 / H-4.0 I F-8.0 2.1 3.5 7.0 35 35 FT 0.46 FF 21 THE DRIPLINE ZONE. INSTALL INSIDE A 6" ROUND VALVE BOX 18" FROM PAVING. @ © ® HUNTER -PGP-12-CV-R, UL TR.A SERIES, 12" POP-UP SHRUB I, 18 IOl HUNTER -ECO-ID, POP-UP DRIP SYSTEM COMBINATION DRIP INDICATOR I FLUSH VALVE. H 17 ROTOR HEAD W/ RED NOZZLES Q-8 I H-10 I F-12 3.7 6.0 10.5 35 40 FT 0.46 FF 21 INSTALL WITH "GPH" IRRIGATION PRODUCTS MODEL #GDFN, SERIES FLUSH NOZZLE 0 (z, g HUNTER -PGP-00-R, UL TR.A SERIES, SHRUB ROTOR HEAD ON .43 .90 1.7 35 16 FT 0.46 K, 18 DRIP NOTES RISER W/ NOZZLES Q-.SOSR/H-1.0SR/F-2.0SR FF 21 A SUB-SURFACE IN-LINE DRIP TUBING SHALL BE INSTALLED@ 16" MAXIMUM ROW SPACING FOR TYPICAL SHRUB AREAS AND 12" @ g (§ HUNTER -PGP-00-R, UL TR.A SERIES, SHRUB ROTOR HEAD ON .68 1.3 2.7 35 20 FT 0.46 K, 18 MAXIMUM ROW SPACING FOR ANY GROUNDCOVER AREAS. INSTALL TUBING WITH TRIANGULAR SPACED EMITTER LAYOUT, 3" RISER WI NOZZLES Q-75SR/H-1.5SR/F-3.0SR FF 21 BELOW FINISH SOIL GRADE, ANCHORED WITH RAIN BIRD 6" GALVANIZED WIRE STAKES, MODEL #TDS-050 BEND, INSTALLE D FIVE VJ @ @ HUNTER -PGP-00-R, UL TR.A SERIES, SHRUB ROTOR HEAD ON K, 18 (5) FEET ON CENTER. RISER WI NOZZLES Q-1 5 I H-2.5 I F-5.0 1.4 2.1 3.5 35 25 FT 0.46 FF 21 B. INSTALL PERIMETER TUBING MAXIMUM 6" FROM PERIMETER EDGE FOR GROUNDCOVER AREAS OR AT FIRST LINE OF SHRUBS. ® (D @ HUNTER -PGP-00-R, ULTRA SERIES, SHRUB ROTOR HEAD ON 1.7 2.7 5.6 35 30 FT 0.46 K, 18 CONTRACTOR SHALL DETERMINE MINIMUM ROW SPACING IN THE FIELD AFTER REVIEW OF PLANT SPACING FOR EACH PLANTER. RISER WI NOZZLES Q-2 0 I H-3.0 I F-6.0 FF 21 EACH AND EVERY SHRUB SHALL RECEIVE WATER FROM A MINIMUM OF TWO INLINE DRIP EMITTERS. AREAS OF TIGHTLY SPACED © @ ® HUNTER -PGP-00-R, ULTRA SERIES, SHRUB ROTOR HEAD ON K, 18 GROUNDCOVER OR SANDY SOILS WILL REQUIRE CLOSER ROW SPACING. FOR ANY 'SINGLE' OR' DOUBLE' ROW TYPE PLANTINGS, RISER WI NOZZLES Q-2.5 I H-4.0 I F-8.0 2.1 3.5 70 35 35 FT 0.46 FF 21 INSTALL DRIP TUBING ON BOTH SIDES OF THE SHRUB ROW TO IRRIGATE SHRUBS ON EITHER SIDE. DUE TO SOIL STRATA DIFFERENCES AND POSSIBLE COMPACTION CONTRACTOR SHALL FIELD VERIFY PRIOR TO STARTING WORK AND BEFORE HUNTER -PGP-00-R, ULTRA SERIES, SHRUB ROTOR HEAD ON ® @ ® 3.7 6.0 10.5 35 40 FT 0.46 K, 18 BACKFILLING THAT THE FINAL LAYOUT AND ROW SPACING WILL PROVIDE ADEQUATE WATER TO ALL PLANTS. RISER WI RED NOZZLES Q-8 / H-10 / F-12 FF 21 NOTE: HUNTER ULTRA SERIES ROTOR REQUIRE THE INSTALLATION OF THE HUNTER HSJ-0 (314") MODEL COMMERCIAL SWING C. FOR SLOPE AREAS CONTRACTOR SHALL ALWAYS FOLLOW AND ROUTE INLINE TUBING PARALLEL TO GRADE. DIRECTIONAL LAYOUT AS SHOWN IN THE PLANS MAY NOT BE EXACTLY ACROSS SLOPE. DRIP HATCH PATTERN ANGLE SHOWN ON PLAN ARE JOINT ASSEMBLY WITH EACH HEAD. DIAGRAMMATICAL ONLY. ALWAYS INSTALL DRIP LINES ACROSS SLOPE. INSTALL IN-LINE DRIP CHECK VALVE FOR DRIPLINE TUBING NOTE NOZZLES NUMBERS WITHIN THE ROTOR HEAD SYMBOLS DO NOT EXACTLY CORRESPOND TO THE HUNTER NOZZLE WITH 8' OR GREATER ELEVATION CHANGE MINIMUM ONE CHECK VALVE FOR EACH DRIP LINE IN SYSTEM TO PREVENT ANY LOW NUMBERS. NOZZLE NUMBERS FOR QUARTER, HALF, AND FULL HEADS ARE SHOW WITHIN THE HEAD MODEL NUMBER AS SHOWN IN DRAINAGE. THE LEGEND NOTE: SHRUB ROTOR HEADS INSTALLED FARTHER THAN TEN (10) FEET FROM PAVING, CURBS, SIDEWALKS, STEPS, TURF D. FOR ALL INLINE DRIP TUBING AREAS ON SLOPE THE CONTRACTOR SHALL BE HELD ACCOUNTABLE FOR CREATING A TRIANGULAR BOUNDARIES OR OTHER PEDESTRIAN AREAS MAY BE INSTALLED AS A HUNTER PGP-00 SHRUB ROTOR ON RISER WI HUNTER "HCV" WETTING PATTERN ACROSS ANY SLOPE. OFFSET THE EMITTERS BY HALF THE EMITTER SPACING WHEN INSTALLING TUBING TO SERIES 3/4" ANTI-DRAIN CHECK VALVE WITH NOZZLE AS SHOWN. CREATE A TRIANGULAR WETTING PATTERN ACROSS THE SLOPE. DO NOT INSTALL TUBING WHERE THE EMITTERS ARE DIRECTLY IN LINE (PERPENDICULAR) WITH EACH OTHER. NOTE: SPRAY HEADS WITH ELEVATION CHANGES OF 10 FEET OR GREATER FROM HIGHEST HEAD IN ZONE OR HEADS WITH POTENTIAL OF LOW HEAD DRAINAGE WILL REQUIRE THE INSTALLATION OF A SPRING-TYPE ANTI-DRAIN CHECK VALVE. ABSOLUTELY NO LOW HEAD DRAINAGE ALLOWED. SPRAY HEAD SPRINKLER LEGEND NOTE ALL SPRAY HEAD BODIES SHALL HAVE FACTORY INSTALLED RECLAIMED WATER IDENTIFICATION CAP. SYMBOL FLOW RATE GPM PREC. o l H I F Iv MANUFACTURE I MODEL NO. I DESCRIPTION Q H F V PSI RADIUS RATE DETAIL SHEET SHRUB 12" HI -POP SPRAY HEADS WITH CHECK VALVE AND PRESSURE REGULATION IRRIGATION TREE BUBBLER LEGEND RAIN BIRD -RD-12-S-P30-F-NP, W/ 8-FL T SERIES NOZZLE .._ _,.,,__ -----.20 .25 .25 30 5 FT 1.6 I, FF 18 21 PREC. WI PCS SCREENS, 020 I 025 I 025 -- SYMBOL MANUFACTURE I MODEL NO I DESCRIPTION GPM PSI RADIUS RATE DETAIL SHEET ~ e • ~ RAIN BIRD -RD-12-S-P30-F-NP, WI 8 SERIES MPR NOZZLE .26 .52 1.05 1.19 30 8 FT 1.6 I, FF 18 21 00 RAIN BIRD -RD-12-S-P30-F-NP, W/ HUNTER MSBN-250, MULTI-STREAM .25 (.50) 30 1 FT 1.8 L 18 b ,,, ... ~ .39 .79 1.58 1.6 I, FF 18 21 BUBBLER NOZZLE, TWO BUBBLERS PER TREE. RAIN BIRD -RD-12-S-P30-F-NP, WI 10 SERIES MPR NOZZLE 1.45 30 10 FT RAIN BIRD -RD-12-S-P30-F-NP, WI WI HUNTER PCN-25, TRICKLE ~ e • ~ RAIN BIRD -RD-12-S-P30-F-NP, W/ 12 SERIES MPR NOZZLE .65 1.30 2.60 1.18 30 12 FT 1.7 I, FF 18 21 lg] .25 (.50) 30 NIA 1.8 L 18 PATTERN BUBBLER NOZZLE. TWO BUBBLERS PER TREE. ['I l"I ■ ["l RAIN BIRD -RD-12-S-P30-F-NP, W/ 15 SERIES MPR NOZZLE .92 1 85 3.70 1.85 30 15 FT 1.6 I, FF 18 21 ru·111'\I ljlhu --· -···------_R\MQ_GRAowtir wr• I M 18 L/RCS SST CST RAIN BIRD -RD-12-S-P30-F-NP, W/ 15 STRIP SERIES NOZZLE 4x15 FT I, FF 18 21 @ "'~ '"'' .30 .90 .90 .. 30 1.9 BUBB' "" i;;;i El r..J LCS-PCS-030 / RCS-PCS-030 / SST-PCS-060 I CST-PCS-060 4x30 FT - -I-· IM ,~ur, L..L.. I IC. r.:i r.:i l;;J --RAIN BIRD -RD-12-S-P30-F-NP, WI SQ SERIES NOZZLE. .12 .20 .40 --30 2-4 FT 1.6 I, FF 18 21 NOTE: SINGLE SYMBOL ON PLANS REPRESENTS TWO (2) BUBBLERS PER TREE. NOTE: ALL SPRAY HEADS THAT REQUIRE ARC ADJUSTMENT FOR OVERSPRAY SHALL BE INSTALLED WITH RAIN BIRD PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE WITHIN TREE WELL TYPICAL. NOTE: ALL SPRAY HEAD BODIES SHALL HAVE FACTORY INSTALLED RECLAIMED WATER IDENTIFICATION CAP. (HE·VAN) HIGH-EFFICIENCY VARIABLE ARC SPRAY NOZZLES FOR RADIUS REDUCTION USE RAIN BIRD PCS-SCREENS. NOTE: ALL SPRAY HEAD BODIES SHALL HAVE FACTORY INSTALLED RECLAIMED WATER IDENTIFICATION CAP. IRRIGATION EQUIPMENT LEGEND IRRIGATION ROTATOR HEAD SPRINKLER LEGEND SYMBOL MANUFACTURE I MODEL NO. I DESCRIPTION DETAIL SHEET SYMBOL FLOW RATE GPM PREC. Q I H I F MANUFACTURE I MODEL NO. I DESCRIPTION Q H F PSI RADIUS RATE DETAIL SHEET ® WILKINS-NR3XL, 2" PRESSURE REGULATOR, SET PER PRESSURE CALCULATIONS. N 18 SHRUB ROTATOR HEADS WITH CHECK VALVE AND PRESSURE REGULATION YARDNEY -SB 2-P, 2" (PURPLE) BASKET STRAINER WITH FLANGED CONNECTIONS AND 80 MESH 0 18 01 RAIN BIRD -RD-12-S-P45-F-NP, W/ HUNTER ROTATOR SERIES 8-12 FT .45 I, 18 ~ FILTER ELEMENT. STRAINER ASSEMBLY SHALL BE INSTALLED WITHIN A V.I.T. STRONG BOX .17 -- --40 MP CORNER NOZZLE. FF 21 SBBC-30CR SMOOTH TOUCH ENCLOSURE INSTALLED ON A POURED IN PLACE CONCRETE PAD. RAIN BIRD -RD-12-S-P45-F-NP, W/ HUNTER ROTATOR SERIES I, 18 Lfu RECYCLED WATER CROSS CONNECTION TEST STATION. p 18 @J [;;J [g MP 1000 NOZZLE. 18 .35 .65 40 8-12 FT 45 FF 21 GRISWOLD -2250-K-E, SERIES 1-112" NORMALLY CLOSED, PRESSURE REDUCING, SURGE Q 19 □ [8 IE RAIN BIRD -RD-12-S-P45-F-NP, W/ HUNTER ROTATOR SERIES I, 18 MP 2000 NOZZLE. .33 .63 1.27 40 13-17 FT .45 FF 21 @) ANTICIPATING, EPOXY COATED, MASTER CONTROL VALVE. WIRE TO CONTROLLER WITH BLUE & WHITE TWISTED DIRECT BURIAL WIRES. INSTALL PER MANUFACTURERS RECOMMENDATIONS. [ij ID Ii] RAIN BIRD -RD·12·S·P45-F-NP, W/ HUNTER ROTATOR SERIES .74 1.84 3.15 40 19-27 FT .45 I, 18 MP 3000 NOZZLE. FF 21 SITEONE / GREEN TECH -UFM-150F, 1-112" (FLOMEC) QS-200-15, ULTRA SONIC FLOW METER, INSTALL R 19 RAIN BIRD -RD-12-S-P45-F-NP, W/ HUNTER ROTATOR SERIES 4x14 FT I, 18 ® PER MANUFACTURER'S RECOMMENDATIONS. WIRE TO CONTROLLER WITH PAIGE ELECTRIC CORP., ID II] MP MPLCS515 I MPRCS515 I MPSS530 NOZZLE. .19 .19 .38 40 4x28 FT 45 FF 21 #P7162D. FLOW SENSOR COMMUNICATION CABLE, 2 CONDUCTOR, SHIELDED 16 AWG SOLID COPPER INSTALLED WITHIN 1-114' PVC CONDUIT. []l HUNTER -MP ROTATOR SERIES CORNER NOZZLE ON PVC RISER .17 40 8-12 FT .45 J, 18 .. ·-WITH PROS-OO-PRS40 SHRUB ADAPTER. FF 21 ....... NIBCO • T-580-70-66, BRONZE BALL VALVE WITH STAINLESS STEEL STEM AND HANDLE NUT, s 19 ~ ~ lrl HUNTER -MP ROTATOR SERIES 1000 NOZZLE ON PVC RISER J, 18 LINE SIZE PER MAINLINE. WITH PROS-00-PRS40 SHRUB ADAPTER .18 .35 .65 40 8-12 FT .45 FF 21 ~ RAIN BIRD-PEB-R-PRS-D, SERIES (1" OR 1-112") PLASTIC RECYCLED WATER REMOTE CONTROL T 19 c:J ~ [SJ HUNTER -MP ROTATOR SERIES 2000 NOZZLE ON PVC RISER 33 .63 13-17FT .45 J, 18 VALVE WITH PURPLE HANDLE AND PRESSURE REGULATOR, SIZE AS SHOWN. WITH PROS-OO-PRS40 SHRUB ADAPTER. 127 40 FF 21 RAIN BIRD -PESB-R, (1" OR 1-112") SERIES PLASTIC RECYCLED WATER DRIP REMOTE u 19 IITi [) IBl HUNTER -MP ROTATOR SERIES 3000 NOZZLE ON PVC RISER .74 1.84 3.15 40 19-27 FT .45 J, 18 CONTROL VALVE ASSEMBLY WITH PURPLE HANDLE, SIZE AS SHOWN INSTALL WITH RAIN WITH PROS-OO-PRS40 SHRUB ADAPTER. FF 21 BIRD MODEL# LCRBY-D, (1" OR 1-112") LARGE CAPACITY DISC FILTER AND MODEL ~ [)] HUNTER· MP ROTATOR SERIES MPLCS515 I MPRCS515 / MPSS530 4x14 FT J, 18 APPROVED FOR PLANTING AND .19 .19 .38 40 .45 I'. #PSI-H40X (1" OR 1-1/2") 40 PSI, HIGH FLOW INLINE PRESSURE REGULATOR. NOZZLE ON PVC RISER WITH PROS-OO-PRS40 SHRUB ADAPTER. 4x28 FT FF 21 IRRIGATION ONLY, INCLUDING PRECISE FOR DEMANDS 1 -19 GPM: INSTALL 1" VALVE WITH LCRBY100-D, 1" DISC FILTER AND PSI-H40X-100, 1", 40 PSI., HIGH FLOW INLINE PRESSURE REGULATOR. NOTE MULTI-STREAM ROTARY SPRINKLERS INSTALLED FARTHER THAN TEN (10) FEET FROM PAVING, CURBS, SIDEWALKS, STEPS, LOCATION OF PLANTING AREAS. FOR DEMANDS 20-55 GPM: INSTALL XCZ-150-LCDR, DRIP ZONE KIT WITH 1-112" VALVE, TURF BOUNDARIES OR OTHER PEDESTRIAN AREAS MAY BE INSTALLED ON RISER WI HUNTER PROS-OO-PRS40, PRESSURE REGULATED LCRBY150-D, 1-1/2" DISC FILTER AND PS I-H40X-150, 1-112", 40 PSI., HIGH FLOW INLINE SHRUB ADAPTER WITH HUNTER "HGV" SERIES ANTI-DRAIN CHECK VALVE WITH NOZZLE AS SHOWN. "AS-BU IL T" PRESSURE REGULATOR. NOTE: POP-UP SPRINKLER HEADS WITH ELEVATION CHANGES OF 10 FEET OR GREATER FROM HIGHEST HEAD IN ZONE OR SPRINKLER SIGNATURE -7645, 1" NON-POTABLE, "ACME THREAD" QUICK COUPLER VALVE FOR RECYCLED WATER V 19 ON RISER WITH ANY POTENTIAL OF LOW HEAD DRAINAGE WILL REQUIRE THE INSTALLATION OF A SPRING-TYPE ANTI-DRAIN CHECK 0 USE WITH PURPLE LOCKING COVER. VALVE. ABSOLUTELY NO LOW HEAD DRAINAGE ALLOWED NOTE: ALL SPRAY HEAD BODIES SHALL HAVE FACTORY INSTALLED RECLAIMED WATER IDENTIFICATION CAP. DATE RLA# EXP. FOR COMPLETE IRRIGATION LEGEND REFER TO SHEET 3 REVIEWED BY: INSPECTOR D~.TE r. I SH~ET I CITY OF CARLSBAD m WARE PLANNING DIVISION 0 MALCOMB \}J-0S00(' LAN DSCAPE IM PROVEM EN T PLANS FOR: r.S> J{! RACEWAY INDUSTRIAL FOR IRRIGATION LEGENDS -SEE SHEETS 2 -3 Leading Design for Commercial Real Estate 1_ <J-¼,s _£el / -\r' {: FOR IRRIGATION CALCULATIONS -SEE SHEET 4 --~ LIONSHEAD A VE. ATS. MELROSE DR. ca ~;:,lgnalurer ~ IRRIGATION LEGEND FOR IRRIGATION PLANS -SEE SHEETS 5 -13 architecture 6363 greenwich dr. ste. 175 03/16/22 -plam1ing san diego. california 92122 ~ (Date) I APPROV~ Q--·· I FOR IRRIGATION NOTES -SEE SHEET 14 v',;, 07/21/12 ;,; ,; Li {z 1-. interiors p 858.638.7277 ('t' /': "-...._(Exp. Dale)/~~ 8841 RESEARCH DR FOR IRRIGATION DETAILS -SEE SHEETS 17 -21 graphics f 858.638.7506 (' OF CALI ~Cl SUITE 200 PLANNING DATE FOR IRRIGATION SPECIFICATIONS -SEE site development IRVINE · CA 92618 DRWN BY· RLA PROJECT NO DRAWING NO. SHEETS 22 -23 DATE INITIAL DATE INITIAL DATE INITIAL LPC2021-0024 949.387.1323 REVISION DESCRIPTION SW 534-2L DESIGNER OF WORK OTHER APPROVAL Cl TY APPRO VAL CHKD BY: S DP2021-0003 RIDGELA.COM RECYCLED WATER IRRIGATION LEGEND IRRIGATION CONTROLLER LEGEND SYMBOL MANUFACTURE I MODEL NO I DESCRIPTION DETAIL SHEET SYMBOL MANUFACTURE I MODEL NO. I DESCRIPTION DETAIL SHEET * RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER PER THE CARLSBAD EE 20 SITEONE LANDSCAPE SUPPLY -GREEN TECH DIVISION -w 19 MUNICIPAL WATER DISTRICT AND SAN DIEGO (DEH) WATER RECYCLING REQUIREMENTS. WEATHER TRAK, ET PRO3 CENTRAL, CONTROLLER ASSEMBLY: NO SYMBOL AS APPROVED -CONTROLLER SHALL HAVE RECYCLED WATER PLACARD INSTALLED AS REQUIRED. @] MODEL# SA6-WT3-96 I UFM-200P I ETEC-5Y I RSE. NO SYMBOL T. CHRISTY'S -(PURPLE) "RECYCLED WATER" VALVE I.D. TAG INSTALL WITHIN EACH VALVE BOX TYP. @] MODEL# SA6-WT3-72 I UFM-200P I ETEC-SY I RSE. NO SYMBOL AS APPROVED -ALL VALVE BOXES SHALL BE (PURPLE) "RECYCLED WATER" AND MARKED AS REQUIRED FOR RECYCLED WATER USE SA6 = U.L. APPROVED, VI.T. STRONG BOX, STAINLESS STEEL TOP ENTRY PEDESTAL ENCLOSURE. NOTE: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE RECLAIMED WATER IRRIGATION SYSTEM REQUIREMENTS SET FOR WT3 = WEATHER TRAK BY HYDRO POINT, ET PRO3, "ET" WEATHER SMART CONTROLLER 96 OR 72 = NUMBER OF STATIONS. BY SAN DIEGO ENVIRONMENTAL HEALTH AND CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. UFM-200P = 2" (FLOM EC) QS200-20, ULTRA SONIC FLOW METER ETEC-5Y = WEATHER TRAK CENTRAL INTERNET MANAGEMENT COMMUNICATION WITH FIVE YEAR SERVICE PLAN. POTABLE WATER WATER LEGEND RSE= RAIN SENSOR ENCLOSURE MOUNTED ASS EMBLY. SYMBOL MANUFACTURE I MODEL NO. I DESCRIPTION DETAIL SHEET FOR FURTHER INFORMATION CONTACT JOHN ROSS WITH SITEONE LANDSCAPE SUPPLY GREEN TECH DIVISION, LAGUNA HILLS, CA. 800-427-0779 THE INSTALLATION OF CONTROLLER ASSEMBLY MUST BE DJ AS APPROVED -BYPASS TEE FOR BUILDING RECYCLED WATER CROSS CONNECTION TEST STATION. HH 21 APPROVED AND CERTIFIED BY SITEONE LANDSCAPE SUPPLY. PROVIDE COPIES OF CERTIFICATION TO THE OWNER'S AUTHORIZED REPRESENTATIVE AND LANDSCAPE ARCHITECT. AS APPROVED-TEMPORARY POTABLE WATER METER OBTAINED FROM THE DISTRICT AND LOCATED II 21 SITEONE -RAIN SENSOR. INSTALLED WITHIN STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. w 19 ® AT A DISTRICT APPROVED POTABLE WATER SOURCE WITH A DISTRICT APPROVED TEMPORARY RIP IE'.l RAIN SENSOR IS SUPPLIED AS PART OF CONTROLLER ASSEMBLY. BACKFLOWDEVICE INSTALLED IMMEDIATELY DOWNSTREAM OF THE TEMPORARY WATER METER 120 VOLT ELECTRICAL POWER PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD. NIA NIA AS APPROVED -TEMPORARY POTABLE WATER 2" PVC PIPE HIGH LINE WATER FEED TO SUPPLY THE II 21 [El] THE COORDINATION OF POWER AND CONNECTION OF CONTROLLER SHALL BE THE ----PROPOSED RECYCLED WATER IRRIGATION SYSTEM DURING CONSTRUCTION AND TESTING PERIOD RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. OW>lll!O FIRE SERVICE DOUBLE DETECTOR CHECK, PER CIVIL ENGINEER'S SHEETS. NOTE: --F--FIRE LINE , PER CIVIL ENGINEER'S SHEETS. 1. MAINTAINING CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING HYDROPOINT TO SET UP ACCOUNT TO REGISTER CONTROLLER AND ACCESS THROUGH THE WEB ACCESS AT: w POTABLE WATERLINE, PER CIVIL ENGINEER'S SHEETS. h ttps: //www. h yd ropoi nt. co m/t raining-sup port/ activate-your-hydro point -control I er/ ~ BUILDING POTABLE WATER METER AND RIP BACKFLOW DEVICE PER CIVIL ENGINEER'S SHEETS. 2. INSTALL CONTROLLER CONTROL WIRE, WIRE CONNECTORS AND GROUNDING PROTECTION AND ALL RELATED EQUIPMENT PER MANUFACTURE RECOMMENDATIONS. • PUBLIC FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS 3. CONTRACTOR SHALL COORDINATE A PRE CONSTRUCTION MEETING WITH SITEONE GREENTECH DIVISION PRIOR TO "'-" PRIVATE CONSTRUCTION. 4. CONTRACTOR SHALL CONTACT HYDROPOINT AND COORDINATE A SITE SURVEY FOR CONTROLLER CELLULAR COMMUNICATION PRIOR TO ORDERING CONTROLLER ASSEMBLY IF REQUIRED FOR PROPER COMMUNICATION, EXISTING EQUIPMENT LEGEND CONTRACTOR SHALL INSTALL A POLE MOUNTED ANTENNA OR A HARDWIRE COMMUNICATION LINK WITHIN CONDUIT. SYMBOL MANUFACTURE I MODEL NO. I DESCRIPTION ® (EXISTING) RECYCLED WATER IRRIGATION METER VERIFY SIZE, LOCATION, AND IRRIGATION PIPE & WIRE LEGEND STATIC WATER PRESSURE IN FIELD. SYMBOL MANUFACTURE I MODEL NO. I DESCRIPTION DETAIL SHEET NO SYMBOL (EXISTING) IRRIGATION CONTROLLER SHALL BE REMOVED AND REPLACED WITH NEW "ET" WEATHER BASED SMART IRRIGATION CONTROLLER SEE ABOVE CONTROLLER LEGEND FOR SIZE AND TYPE. BURIED NON-PRESSURE LATERAL LINE PIPE: X 20 (EXISTING) PVC PIPE AS LATERAL LINES SHOWN FOR REFERENCE ONLY VERIFY EXACT "PURPLE" RECYCLED WATER SCH. 40 PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK" --LOCATION IN FIELD. PROTECT IN PLACE, REPAIR ANY DAMAGE DUE TO CONSTRUCTION. INSTALLED 12" BELOW GRADE. FOR SIZES 314" TO 2-112". MINIMUM PIPE SIZE SHALL BE 314" -SIZE LATERALS PER PLAN. □ IRRIGATION TIE-IN CONNECTION OF NEW LATERAL LINE TO EXISTING SYSTEM LATERAL LINE. BURIED PRESSURE IRRIGATION MAINLINE: X,Z 20 VERIFY SIZE, LOCATION AND CONNECTION POINTS IN FIELD. "PURPLE" RECYCLED WATER PVC PIPE WITH WORDS "RECYCLED WATER-DO NOT DRINK". ------(EXISTING) SLEEVING FOR MAINLINE AND CONTROL WIRES. VERIFY SIZE AND EXACT LOCATION IN FIELD. SCH. 40 PVC PIPE FOR MAINLINE SIZES (1-112" AND SMALLER). IF CONTRACTOR IS NOT ABLE TO LOCATE OR UTILIZE EXISTING SLEEVE CONTRACTOR SHALL SAWCUT CLASS 315 PVC PIPE FOR MAINLINE SIZES (2" AND LARGER). PAVING/CONCRETE OR BORE UNDER AND INSTALL NEW PIPE AND OR CONTROL WIRES PLACED IN NEW T. CHRISTY -TA-DT-3-PRW, 3" WIDE DETECTABLE PURPLE "RECYCLED WATER" METALLIC BACKED X, Y,CC 20 SLEEVE FOR CONNECTION TO EXISTING IRRIGATION SYSTEM. BACKFILL AND INSTALL ASPHALT SLURRY NO SYMBOL UNDERGROUND WARNING TAPE. WARNING TAPE SHALL BE CENTERED 12" ABOVE MAINLINE MIX OR CONCRETE TO MATCH EXISTING CONDITIONS, AS APPROVED BY OWNER VERIFY ALL SLEEVE CONTINUOUSLY ALONG MAINLINE ROUTING AND SLEEVE CROSSINGS. LOCATIONS PRIOR TO BIDDING AND COMMENCING WORK. AS APPROVED -CONCRETE THRUST BLOCKS CONSISTING OF MINIMUM (1) ONE CUBIC FOOT OF z 20 I II 11 1-1 11 (EXISTING) IRRIGATION SYSTEM TO BE ADJUSTED AND OR MODIFIED. CUT AND CAP EXISTING NO SYMBOL CONCRETE (2,000 PSI) SHALL BE INSTALLED FOR ALL MAINLINE 2-112" OR GREATER AT ELBOWS ,-•1 '111-1 SYSTEM AS REQUIRED FOR PROPER OPERATION. REPAIR OR REPLACE ANY DAMAGED AND AT POINT OF CHANGE IN DIRECTION, EQUIPMENT. PROVIDE 100% COVERAGE WITH NO PONDING, RUNOFF OR OVER SPRAY. SLEEVING -SCH 40 PVC PIPE, EXTEND 12" BEYOND EDGE OF HARDSCAPE. SLEEVE SHALL BE ✓• cc, D[ 20 (EXISTING) POP-UP SPRINKLER HEAD, PROTECT IN PLACE. RELOCATE IF REQUIRED TO PROVIDE COMPLETE MINIMUM TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED, MINIMUM 2" SIZE. PLACE J 100% HEAD TO HEAD COVERAGE WITH NO PONDING, RUNOFF OR OVERSPRAY. REPAIR OR REPLACE IF DAMAGED. -E'. ~ ~~ ;.;;29-BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED VERIFY WITH OWNER'S AUTHORIZED REPRESENTATIVE ANY EQUIPMENT TO BE REUSED PRIOR TO INSTALLATION. REPRESENTATIVE. SLEEVE LOCATIONS SHALL BE MARKED AT EACH END AT THE TIME OF (EXISTING) REMOTE CONTROL VALVE TO REMAIN, RELOCATE AS NEEDED. VERIFY AND TEST FOR PROPER INSTALLATION WITH A PAINTED SPOT OR OTHER SIMILAR MARKING ON THE BACK OF THE CURB. EXACT SLEEVE LOCATIONS SHALL BE RECORDED ON RECORD DRAWINGS WITH DIMENSIONING FOR OPERATION, REPAIR OR REPLACE IF DAMAGED. REPLACE GRAVEL AND VALVE BOX, HEAT BRAND NEW BOX LID IRRIGATION AS-BUILT PLANS PRIOR TO BACKFILL. WITH CONTROLLER/STATION NUMBER AND ADD CHRISTY'S VALVE STATION 1.D. TAG. n INSTALL 2-WIRE DECODER FOR ALL EXISTING REMOTE CONTROL VALVES TO REMAIN. VERIFY QUANTITY IN FIELD. WIRE SLEEVE -SCH 40 PVC PIPE EXTEND 12" BEYOND EDGE OF HARDSCAPE, SLEEVE SHALL BE y 20 CONNECT VALVE DECODERS TO CONTROLLER VIA NEW 2-WIRE CABLE. A DECODER SHALL BE LOCATED NO li/i ZtZ71 MINIMUM TWICE THE DIAMETER OF WIRE BUNDLE CARRIED, MINIMUM 2" SIZE. FURTHER THAN 100' FROM THE RCV IT OPERATES. ASSIGN DECODERS AT CONTROLLER USING THE SERIAL -----NUMBER OF THE DECODER AND OUTPUT COLORED WIRES. -----AS APPROVED -SCH 40 GALVANIZED STEEL PIPE SLEEVE FOR ALL V-DITCH CROSSINGS, AA 20 LINE SURGE PROTECTION: GROUND WIRE INCLUDED WITH EACH DECODER SEE SYSTEM GROUNDING NO SYMBOL PAIGE -P7079D, IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) X, Y, BB 20 PROTECTION GROUNDING DETAILS. GROUND DECODERS PER MANUFACTURE RECOMMENDATIONS. NO SYMBOL 3M -DBR/Y-6 DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS. EXISTING MAINLINE TO BE REMOVED. VERIFY EXACT LOCATION IN FIELD WITH AUTHORIZED REPRESENTATIVE ANY BB 20 ----MAINLINE TO BE REMOVED PRIOR TO CONSTRUCTION. NO SYMBOL K.B.I. -KSC-xxx-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS NIA NIA LOWER THAN THE SPRINKLERS. INSTALL VALVE WITHIN 6" ROUND PLASTIC VALVE BOX. K.B.I. -KC-xxx-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY NIA NIA NO SYMBOL ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS. INSTALL VALVE WITHIN 6" ROUND PLASTIC VALVE BOX. INSTALL WHEN REQUIRED TO PREVENT LOW HEAD DRAINAGE. ABSOLUTELY NO LOW HEAD DRAINAGE ALLOWED. AS APPROVED -ULTRA-VIOLET RESISTANT SCH. 40 PVC PIPE (314" -2") LATERAL LINES INSTALLED JJ 21 ON-GRADE. STENCILED WITH THE WORDS "CAUTION RECYCLED (OR RECLAIMED) WATER" IMPRINTED A MINIMUM OF 1-INCH HIGH AND BLACK IN COLOR IMPRINTING SHALL BE CONTINUOUS ----AND PERMANENT. STAKE PIPE AT 8' O.C. USING #4 REBAR J-HOOKS. INSTALL ON-GRADE UVR PIPE ONLY AT RETAINING WALL. ALL ON-GRADE UVR PIPE LOCATIONS SHALL BE VERIFIED AND APPROVED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE AT START OF WORK. MAINLINE PIPE NOTE: 1. INSTALLATION, TRENCHING, THRUST BLOCKING, AND BACKFILLING SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D2774. 2. BE SURE LINE IS PRESSURE TESTED BEFORE BACKFILLING. PIPE SHALL BE ADEQUATELY ANCHORED TO PREVENT MOVEMENT. APPROVED FOR PLANTING AND THE JOINTS AND FITTINGS SHALL REMAIN EXPOSED TO FACILITATE INSPECTION FOR JOINT LEAKAGE. NOTE: IRRIGATION ONLY, INCLUDING PRECISE ALL WIRE SPLICES SHALL BE PLACED WITHIN PLASTIC VALVE BOX OR WIRE PULL BOX. WIRE SPLICES MUST BE TWISTED WITH LOCATION OF PLANTING AREAS . WIRE TWISTING TOOL WITH A MAXIMUM OF TWO WIRES PER TWIST. REFER TO MANUFACTURE RECOMMENDATION FOR PROPER WIRE CONNECTIONS. "AS-BUil T" SPLICING RECOMMENDATIONS: WIRE SPLICES ARE THE WEAK LINK OF ANY ELECTRICAL CIRCUIT. IT IS ESPECIALLY IMPORTANT TO MAKE PROPER JOINTS IN IRRIGATION SYSTEMS BECAUSE THE JOINTS ARE EXPOSED TO WET AND DAMP ENVIRONMENTS THAT CAN CAUSE CORROSION OF THE COPPER CONDUCTOR, AND PREMATURE FAILURE. RLA RECOMMENDS THE STRICT USE OF MODEL DBR/Y-6, AS DATE MANUFACTURED BY THE 3M COMPANY (PAIGE SPECIFICATION P7364D) RLA# EXP. REVI EWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD rn r. PLANN ING DIVISION 0 WARE MALCOMB \) C),.NDSC4,c,t LAND SCAPE IMPROVEMENT PLANS FOR FOR IRRIGATION LEGENDS -SEE SHEETS 2 -3 Leading Design for Commercial Real Estate I/ .(%,s , es :¾J RACEWAY INDUSTRIAL (~ I 0. i>'-' ,~ --'""-1).24;,; LIONSHEAD A VE. ATS. MELROSE DR. FOR IRRIGATION CALCULATIONS -SEE SHEET 4 /1,u ~., ~ n ~ \ 1gnalure .. .. '---\ ~ IRRIGATION LEGEND FOR IRRIGATION PLANS -SEE SHEETS 5 -13 architecture 6363 greenwich dr. ste. 175 03/16/22 -I APPROVED planning san diego. cali£ornia 92122 r\. (Dot,) /2 n ~ I FOR IRRIGATION NOTES -SEE SHEET 14 v',,_ 07/21/22 ,;,; sl}ltz. interiors p 858.638.7277 -:1;-~Ex.p. Dotey 0~"'2 8841 RESEARCH DR FOR IRRIGATION DETAILS -SEE SHEETS 17 -21 f 858.638.7506 c OF Ci><l\' SUITE 200 DATE graphics PLANNING FOR IRRIGATION SPECIFICATIONS -SEE SHEETS 22 -23 site development IRVINE · CA 92618 DRWN BY: RLA PROJECT NO. DRAWING NO. DA TE INITIAL DATE INITIAL DATE INITIAL LPC2021-0024 949.387.1323 REVISION DESCRIPTION SW 534-2L DESIGNER OF WORK CHKD BY: SDP2021-0003 RIDGELA.C0M OTHER APPROVAL CJTY APPROVAL METER#2 METER #1 CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Hydrozone Number (1-5 with SLA Zone Below -use as many Hydrozone Number (1-5 with SLA Zo ne Below -use a s m a ny tables as necessary to complete all hydrozones) ta bles as necessary to comp lete a ll hydrozones) Raceway Industrial Lots 1 -4 Process 1 2 3 4 5 6 Raceway Industrial Lois 1-4 Process 1 2 3 4 5 6 Step No. Shrub Sh rub Shrub Existing Turt Turf SLA Step No . Shrub Shrub Shrub Existing Turt Tu rf SLA Meter#2 (Below) Spray Rotor Drip Rotors Rotor Drip Meter#l (Below) Spray Rotor Drip Rotors Ro tor Drip Evapotranspiration Rate (Eto)* 1 47.0 47.0 47.0 47.0 47.0 47.0 Evapotranspirat ion Rate (Etoj+ 1 47.0 47.0 47.0 47.0 47 .0 47.0 Conversion Factor 2 0.62 Conversion Factor 2 0.62 (Step 1 x St ep 2) 3 29 .140 (Step 1 x Step 2) 3 29.1 40 Plant Factor (PF)" (0.1 • 0.8) 4 0.5 0.5 0.5 0.3 0.8 0.8 Plant Factor (PF)" (0.1 • 0.8) 4 0.5 0.5 0.5 0.3 0.8 0.8 Area ot Hydrozone (sq. fl.) (HA) 5 0 0 0 0 0 0 85,635 Area of Hydrozone (sq. fl.) (HA) 5 0 0 0 0 0 0 210,159 (Step 4 x Step 5) 6 0 0 0 0 0 0 (Step 4 x Step 5) 6 0 0 0 0 0 0 Irrigation Efficiency (IE)*** 7 0.55 0.70 0.80 0.70 0.70 0.8 Irrigation Efficiency {I E)*** 7 0.55 0.70 0.80 0.70 0.70 0.8 (Step 6 .,_ St ep 7) 8 0 0 0 0 0 0 (Step 6, Step 7) 8 0 0 0 0 0 0 (Total a ll Step 8 + To tal SLA sq. ft. in St ep 5) 9 85,635 (Total a ll Step 8 + Total SLA sq. ft. in Step 5) 9 2 10.159 (Step 3 x Step 9) Estimat ed Total Water Use• (Step 3 x Step 9) Estim ated Total Water Use - ETWU {Gallons Per Year) 10 2,495,404 ETWU (Gallons Per Year) 10 6,124,033 Total shall not exceed /'MWA Total shall not exceed tv,AWA * Eto "'* PF-Plant Fa ctor (Water Use) -from WU COLS *** IE -lnigalbn Effk::iency *Eto 0 PF -Plant Factor (Water Use) -from WUCOLS *** 1E -lrrigotbn Efficiency West of 1-5 = 40 .0 Selected based on type or pion!!. in hydrozones: Spra y = .55 West of 1-5 = 40.0 Selected based on type of pkmls in hydrozones: Spray = .55 East of J-5 and West of El Camino Real = 44.0 0.1 =-VLW -Very Low Water Use Pbnts Rotor= .70 Emt ol 1-5 and West of El Camino Real = 44.0 0.1 = VLW -Very Low Waler Use Pkmts Rotor = .70 East of El Camino Real = 47.0 0.3 = LW -Low Water Use Pbnts Bubbler = .75 East of El Camino Real = 47.0 0.3 = LW -Lavv Water Use Plants Bubbler= .75 .Applicant rroy provide differen t Ela if supported by 0.5 = M W - Moderate Water Use Drip & Micro Spray = .80 Applic::ant may provide different Eto if supported by 0.5 =MW-Moderate Water Use Drip & Micro Spray = .80 documentation subject to a pproval by the City Planning 0.8 = HW -High Wa ter Use Plants A different IE may be used if supported by documentation subject to approval by the City Planning 0.8 = HW -Hlgh Wa ler Use Plants Adifferenl IE may be used ii supported by Division documentation su bject to approval by the City Division documentation subject to approval by the City MAXIMUM APPLIED WATER USE ( MAWA) calculatton: MAWA MAXIMUM APPLIED WATER USE ( MAWA) calculatton: MAWA /v\AWA = (ETo) X {0.62) X [{0.45 X LA)+ (0.55 X SLA)] 85,635 i 65,635 2,495,404 /v\AWA = (ETo) x {0.62) x [(0.45 x LA)+ {0.55 x SLAI] 210,159 2 10,1 59 6,124,033 Total Land scape Area . Total SLA Total l a ndscape Area Total SLA SEASONAL IRRIGATION SCHEDULE Irrigation Pressure Calculation Project Name: Raceway Industrial Lots 1-4 1 I Cycles Per Day: 1 SEASONAL IRRIGATION SCHEDULE Meter Number: #1 Controller "C" Days Per Week: 7 Meter No: 1 Irrigation Pressure Calculation HGL: Project Name: Raceway Industrial lots 1-4 I I Cycles Per Day: 1 Evapotransplration Rates: Irrigation Efficlency (%): 660 FT Meter Number: #2 Controller "D" Days Per Week: 7 Eto HI storlcal: 47,00 Rotors: 0.70 Elevation of Meter: 370 FT Meter No: 2 Winter Spring Summer Fall Spray Heads: 0.55 Static Water Pressure PSI: 126 psi HGL: 660 FT Evapotransplratton Rates: Irrigation Efficiency(%): Elevation of Meter: 36 7 Fr Eto Per Day 0,08 0,14 0.19 0.11 Bubbler Heads: 0.75 Valve No: Existing Valve C68 Eto Historic al: 47.00 Rotors: 0.70 Etc Per Season 6.8 12.8 17.2 10.2 Drl p Line: 0.80 Valve Demond Winter Spring Summer Fall Spray Heads: 0.55 Static Water Pr essure PSI: 127 psi 36 GPM Drip Emitter: 0.80 Maximum System Demand 50GPM Eta Per Day 0,08 0.14 0.19 0.11 Bubbler Heads: 0,75 Valve No: Existing Valve D36 Run Times (Minutes per Day)= (60 x Elo x PF).,_ (PR x IE) x (RD)+ (C) Stream Rotary: 0,70 Elevation Change P.O .C. to Highest Head: 64 FT Eta Per Season 6.8 12.8 17.2 10.2 Drip line: 0.80 Valve Demond 26 GPM Etc= Daily Evapotransplration Rate Micro Spray 0.80 Ori p Emitter: 0,80 Maximum System Demand 50GPM IE= Irrigation Efficiency Losses: Run Times (Minutes per Day)= (60 x Eto x PF).,_ (PR x IE) x (RD)+ (C) Stream Rotary: 0.70 Elevation Change P.O.C. to Highest Head: 58 Fr PR= Precipitation Rate (Inches per Hour) PreciQltatlon Rate (inLhr) 2" Water Meter 1.9 psi Elo = Dally Evapotransplrotlon Rate Micro Spray 0.80 RD= Run days (Seasonal Total) Rotors: 0.45 2" Service line 1.3 psi IE= Irrigation Efficiency losses: C = Cycles per Day 2" Basket Strainer Spray Heads: 1.60 2.5 psi PR = Precipitation Rate (Inches per Hour) Precl~itation Rate {inlhr] 2" Water Meter 1.9 psi PF= Pion! Factor (Kc) Bubbler Heads: 1.80 1-1/2" Master Valve 3.7 psi RD = Run days (Seasonal Total) Rotors: 0.45 2" Service line 1.3 psi 60 = Conversion to minutes Drip line: 0.73 1-1/2" Row Meler 2.1 psi C = Cycles per Day Spray Heods: 1.60 2" Basket Strainer 2.5 psi Drip Emitter: 0.40 Isolation Valves 1.5 psi PF= Plant Factor (Kc) Bubbler Heads: 1.90 1-1 /2" Master Valve 3.7 psi Stream Rotary: 0.45 1-1/2" R.C.V. 4.1 psi 60 = Conversion to minutes Drip Line: 0,73 1-1/2" Aow Meter 2.1 psi Micro Spray: 0.6 1 1900 Feel al 2-1 /2" Malnllne Cl 315 12.5 psi Drip Emitter: 0.40 Isolation Valves 1.5 psi Fittl ng Loss 10% 3,0 psi Stream Rotary: 0,45 1-1 /2" R,C,V, 4.1 psi Valve Planting Irrigation Winter Spring Summer Fall Kc PR IE Lateral l1 ne loss 10% 3.5 psi Micro Spray: 0.61 1800 Feet of 2-1 /2" Mainline CL 315 14.0 psi Quantity Type (Dec, Jan, Feb){Mar, Apr, May](Jun, Jul, Aug) (Sep, Oct, Nov) Loss to Highest Head Fitting Loss 10% 3.1 psi 3 Shrub Drip Line 0.20 0,73 0.80 2 3 4 2 Min. Per Day 27.7 psi Valve Irrigation Winter Spring Summer Fall lateral line loss l 0% 3.5 psi 7 Shrub Drip line 0,50 0,73 0,80 4 7 10 6 Min. Per Day Total losses: 64 psi Quantity Planting Type Kc PR IE loss to Highest Head 25. l psi 20 Shrub Rotor 0.20 0,46 0.70 3 5 7 4 Min. Per Day (Dec, Jan, Feb)(Mar, Apr, May)(Jun, Jul, Aug) [Sep, Oct, Nov) 2 Shrub Rotary 0,20 0.46 0.70 3 5 7 4 Min. Per Day Head Operating Pressure: 35 psi 3 Shrub Drip Line 0.20 0.73 0,80 2 3 4 2 Min, Per Day T otaf Losses: 63 psi 24 Ex. Shrub Rotor 0.20 0.46 0,70 3 5 7 4 Min. Per Day Total Pressure Required: 99 psi 6 Shrub Drip line 0,50 0.73 0,80 4 7 10 6 Min. Per Day 4 Shrub Spray 0.30 1.60 0.55 2 3 4 2 Min. Per Day Static Pressure Available: 126 psi 12 Shrub Rotor 0.20 0,46 0.70 3 5 7 4 Min. Per Day Head Operating Pressure: 35 psi 2 Tree Bubbler 0,40 1.90 0,75 1 2 3 2 Min. Per Day 2 Shrub Rotor 0,50 0.46 0,70 7 13 17 10 Min. Per Day Residual Pressure: 27 psi Total Pressure Required: 98 psi 6 Tree Bubbler 0,60 1.90 0.75 2 4 5 3 Min. Per Day 15 Ex Shrub Rotor 0.20 0.46 0.70 3 5 7 4 Min. Per Day Static Pressure Available: Total Set Pressure Regulator: 109 psi 127 psi 68 Total Hour Run Times @ 7 Days Per Week 3.0 5,6 7.5 4.5 Hours Per Day 3 Tree Bubbler 0,40 1.90 0.75 1 2 3 2 Min. Per Day Residual Pressure: 29 psi Valves 4 Tree Bubbler 0.50 1.90 0.75 2 3 4 2 Min. Per Day Set Pressure Regulator: Total 108 psi Valves 45 Total Hour Run Times@ 7 Days Per Week 2.1 3,9 5.3 3,2 Hours Per Day PLANT ESTABLISHMENT PERIOD IRRIGATION SCHEDULE Project Name: Raceway Industri al Lots 1-4 I I Cycles Per Day: 1 Meter Number: #1 Controller "C" Days Per Week: 6 PLANT ESTABLISHMENT PERIOD IRRIGATION SCHEDULE Valve Irrigation Winter Sprl ng Summer Fall APPROVED FOR PLANTING AND Planting Kc PR IE Project Name: Raceway Industrial Lots 1-4 I Quantity Type I Cycles Per Day: 1 [Dec, Jan, Feb) (Mar, Apr, May] [Jun, Jul, Aug) (Sep, Oct, Nov) Meter Number: #2 Controller "D" Days Per Week: • CONTROLLER SCHEDULING NOTES: 3 Shrub Drip line 0,20 0.73 0,80 2 4 6 4 Min. Per Day IRRIGATION ONLY, INCLUDING PRECISE THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. 7 Shrub Drip line 0,50 0.73 0.80 6 11 15 9 Min. Per Day LOCATION OF PLANTING AREAS. Valve Irrigation Winter Spring Summer Fall ACTUAL RUN TIMES MAY DIFFER DUE TD VARYING SITE 20 Shrub Rotor 0.20 0.46 0.70 4 8 11 6 Min. Per Day Quantity Planting Kc PR IE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS Type (Dec, Jan, Feb) (Mar, Apr, May] (Jun, Jul, Aug) (Sep, Oct, Nov) 2 Shrub Rotary 0.20 0.46 0.70 4 8 11 6 Min. Per Day 3 Shrub Drip Line 0.20 0.73 0.80 2 4 6 4 Min. Per Day REQUIRED TD PROVIDE APPROPRIATE WATER FOR EACH "AS-BUil T" 6 Shrub Drip Line 0.50 0 .73 0.80 6 11 15 • Min. Per Day VALVE CIRCUIT MULTIPLE CYCLES MAY BE REQUIRED TD 24 Ex Shrub Rotor 0.20 0.46 0.70 4 8 11 6 Min, Per Day 12 Shrub Rotor 0.20 0 .4 6 0.70 4 8 11 • Min. Per Day MINIMIZE PONDING AND RUNOFF ONTO NON-IRRIGATED AREAS. 4 Shrub Spray 0.20 1.60 0.55 2 3 4 2 M i n. Per Day 2 Shrub Rotor 0.50 0.46 0.70 11 20 27 ,. Min. Per Day CONTRACTOR SHALL SCHEDULE CONTROLLER TO RUN 2 Tree Bubbler 0,40 1.90 0.75 2 4 5 3 Min. Per Day 15 l:x Sh rub Rotor 0.20 0.46 0.70 4 8 11 • Min. Per Day MULTIPLE VALVE STATION PROGRAMS CONCURRENTLY, UP TO 6 Tree Bubbler 0.60 1.90 0.75 3 5 7 4 Min. Per Day 3 Tree Bubbler 0.40 1.90 0.75 2 4 5 3 Min. Per Day A MAXIMUM OF 50 GPM, SO AS NOT TO EXCEED IRRIGATION Total DATE 4 Tree Bubbler 0.60 1.90 0.75 3 5 7 4 Min. Per Day 68 Total Hour Run Times @ 6 Days Per Week 4.6 8.4 11.3 6.8 Hours Per Day RLA# EXP. Total WATERING WINDOW Valves Valves 45 Total Hour Run Times @ 6 Days Per Week 3.3 6.1 8.2 4 .9 Hours Per Day REVIEWED BY: INSPECTOR DATE ~ I SH~T I CITY OF CARLSBAD ~ WARE MALCOMB PLANNING DIVISION 0 "~ LANDSCAPE IMPROVEMENT PLANS FOR: Leading Design for Commercial Real Estate 'ff; ,.,s <8 RACEWAY INDUSTRIAL FOR IRRIGATION LEGENDS -SEE SHEETS 2 -3 to"/~ .. u, ... .., 8 NOTE: FOR IRRIGATION CALCULATIONS -SEE SHEET 4 c'i -'I 0i • LIONSHEAD A VE. ATS, MELROSE DR. A THE TIME PERIOD WHEN OVERHEAD IRRI GATION WILL BE SCHEDULED AND ~::>1gnatur♦/ ~ IRRIGATION CALCULATIONS CONFIRM THAT NO OVERHEAD IRRIGATION SHALL BE USED BETWEEN 10 00 FOR IRRIGATION PLANS -SEE SHEETS 5 -13 architecture 6363 g reenwich d r. ste. 175 03/16/ZZ -I APPROV~ .. ~ d~ AM. AND 6:00 P.M planning san diego. california 921 22 (Date) -;: I B. IRRIGATION SYSTEMS USING RECYCLED WATER SHALL BE SCHEDULED FOR IRRIGATION NOTES -SEE SHEET 14 .J>,,,_ 07/21/22 ;,; sb.fz2 interiors p 858.638.7277 ~/:-....J:Exp. Date)/ cj;~ 8841 RESEARCH DR FDR USE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM FOR IRRIGATION DETAILS -SEE SHEETS 17 -21 graphics f 858.638.7506 (' OP CAI..I ~ SUITE200 DATE PLANNING C. DRIP IRRIGATION SHALL BE SCHEDULED TO RUN AFTER ALL OVERHEAD IRRIGATION IS COMPLETE. site d evelopment IRVINE · CA 92618 DATE DRWN BY: RLA PROJECT NO. DRAWING NO. FOR IRRIGATION SPECIFICATIONS -SEE SHEETS 22 -23 INITIAL DATE INITIAL DATE INI TI AL LPC2021-0024 949.387.1323 RE VISIO N DESCRIP TION SW 534-2L DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL CHKD BY: SDP2021-0003 RIDGELA.COM MOCK-UP REQUIREMENTS 1. HARDSCAPE PAVING -PROVIDE (1 ) 4' x 4' SQUARE MOCK-UP FOR EACH PAVING TYPE NOTED IN THE COLOR AND FINISH SCHEDULE. EACH MOCK-UP TO INCLUDING THE SPECIFIED COLOR, FINISH , AN EXAMPLE OF EACH JOINTING TYPE NOTED IN THE CONSTRUCTION KEYNOTES AND DETAILS, AND SPECIFIED SEALER IN PLACE MOCK-UPS WILL NOT BE ACCEPTED. CONTRACTOR SHALL PROVIDE ADDITIONAL SAMPLES UNTIL THE COLOR AND FINISH IS CONSIDERED ACCEPTABLE BY THE OWNER'S REPRESENTATIVE, AT NO ADDITIONAL COST TO THE OWNER 2. MOCK-UP LEAD TIMES -BE AWARE OF POSSIBLE LEAD TIMES FOR ITEMS SUCH AS BUT NOT LIMITED TO PRE-CAST CONCRETE PAVERS. SIMILAR COLORS AND SIZES WILL NOT BE ACCEPTED AS A MOCK-UP REVIEW. 3. HARDSCAPE ELEMENTS -PROVIDE A PHYSICAL SAMPLE OF SPECIFIED MATERIALS (COLOR, FINISH, AND SEALER) TO THE OWNER AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLACING ORDER ITEMS SUCH AS BUT NOT LIMITED TO PRE-CAST CONCRETE ELEMENTS, INDICATED WOOD SAMPLES, AND OTHER SITE FURNISHING MATERIALS. 4. WALLS -PROVIDE (1) 3' TALL BY 3' LONG BY 8" WIDE MOCK-UP FOR EACH WALL TYPE NOTED IN THE WALL SCHEDULE. EACH MOCK-UP TO INCLUDING THE SPECIFIED COLOR, FINISH, JOINTING, EDGING, CAP (AS NOTED IN CONSTRUCTION KEYNOTES AND DETAILS), AND SPECIFIED SEALER CONTRACTOR SHALL PROVIDE ADDITIONAL SAMPLES UNTIL THE COLOR AND FINISH IS CONSIDERED ACCEPTABLE BY THE OWNER'S REPRESENTATIVE , AT NO ADDITIONAL COST TO THE OWNER 5. MOCK-UPS TO BE PROTECTED ON-SITE THROUGHOUT THE DURATION OF THE CONSTRUCTION SCHEDULE. 6 REMOVE MOCK-UPS AT COMPLETION OF CONSTRUCTION WHEN DIRECTED BY THE OWNER OR LANDSCAPE ARCHITECT. 7. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. GRADING & DRAINAGE NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL PROVISIONS OF THE LOCAL GRADING ORDINANCE AND CHAPTER 70 OF THE UNIFORM BUILDING CODE, (UBC), LATEST EDITION. 2. CROSS SLOPE OF SIDEWALKS TO BE 2% MAXIMUM. 3. SLOPE ALL PLANTERS AND HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM STRUCTURES. 4. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. 5. CONNECT LANDSCAPE DRAINS TO STORM DRAIN SYSTEM AS INDICATED ON CIVIL ENGINEER'S DRAWINGS. 6. MAXIMUM SLOPES SHALL BE 2:1 FOR CUT AND FILL UNLESS OTHERWISE DIRECTED 7. FILLS ARE TO BE COMPACTED NOT LESS THAN 90% OF MAXIMUM DENSITY AS DETERMINED BY AS.TM. SOIL COMPACTION TEST D1557-70 AND CERTIFIED BY SOILS ENGINEER FILL LAYERS NOT TO EXCEED 6" EACH . 8. NO FILLS SHALL BE PLACED UNTIL VEGETATION HAS BEEN REMOVED AND SUBGRADE PREPARED PER CHAPTER 70 OF THE UBC AND APPLICABLE ORDINANCES AND APPROVED BY THE SOILS ENGINEER 9. NO ROCK OR LUMPS WITH GREATER THAN 6" DIAMETER SHALL BE PLACED IN THE FILL UNLESS SUCH PLACEMENT IS APPROVED BY THE SOILS ENGINEER 10. IMPORT MATERIALS SHALL BE TESTED AND CERTIFIED BY THE SOILS ENGINEER PRIOR TO PLACEMENT. 11 . EXCESS SOIL SHALL BE DISPOSED OF OFF SITE. 12. DUST SHALL BE CONTROLLED BY WATERING. 13. ALL RECOMMENDATIONS OF THE SOILS ENGINEER'S REPORT AND ALL SUBSEQUENT REPORTS , ADDENDUMS, AND RECOMMENDATIONS , ETC. SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE COMPLIED WITH. 14. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (SEE ITEM #14 UNDER GENERAL NOTES), A MINIMUM OF TWO WORKING DAYS PR IOR TO DIGGING. HARDSCAPE NOTES 1. VISIT THE SITE PRIOR TO SUBMITTING BIDS. 2. SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL. 3. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. 4. CONCRETE PAVING JOINTS INCLUDE THREE BASIC JOINT TYPES: CONTRACTION, DOWELED CONSTRUCTION, AND ISOLATION. SEE HARDSCAPE DETAILS FOR ADDITIONAL INFORMATION. PROVIDE DOWELED CONSTRUCTION JOINTS BETWEEN DIFFERENT PAVING TYPES, CHANGES IN DIRECTION, 50-FEET ON-CENTER FOR LINEAR WALKS, END OF DAY POURS, OR WHERE SPECIFICALLY INDICATED ON THE PLANS . 5. PROVIDE AN ISOLATION JOINT WHERE CONCRETE PAVING ABUTS A VERTICAL SURFACE SUCH AS BUILDINGS, WALLS, STEPS, ETC. SEE HARDSCAPE DETAILS FOR ADDITIONAL INFORMATION 6. SUBMIT A "PAVING JOINT AND POUR SEQUENCE PLAN" TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLING CONCRETE PAVING. THIS PLAN SHOULD CLEARLY INDICATE CONTRACTOR'S PROPOSED CONCRETE POUR SEQUENCE WITH JOINT LOCATIONS TO INCLUDE CONTRACTION, DOWELED CONSTRUCTION, AND ISOLATION JOINTS. PLAN TO ALSO CONFIRM JOINT TYPE WHETHER HAND-TOOLED OR SAW CUT. 7. USE PIERI "FACE-OFF" BY WR GRACE, OR APPROVED EQUAL, TO PREVENT PERMANENT CEMENTITIOUS STAINING ON ADJACENT HARDSCAPE ELEMENTS WHEN PLACING CONCRETE. 8. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS , WALKS, PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER 9. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. 10. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES 11 . LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. 12. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE, CURRENT EDITION OF THE ADA STANDARDS FOR ACCESSIBLE DESIGN, AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. 13. LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS , SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. 14. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH GEOTECHNICAL SOILS REPORT IN REGARD TO ITEMS SUCH AS SUB-BASE PREPARATION, PRE-SATURATION, SOIL COMPACTION, REINFORCING, SLAB THICKNESS, SLAB JOINTING/DOWELING AND FOOTING REQUIREMENTS. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY IF GEOTECHNICAL SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE GEOTECHNICAL SOILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE PRECEDENCE. 15. BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND/ OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. 16. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT ON SITE. 17. DO NOT SCALE DRAWINGS. 18. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLYING FINISH REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. 19. PROVIDE A MOCK-UP OF EACH HARDSCAPE ELEMENT. ITEMS TO INCLUDE, BUT ARE NOT LIMITED TO PAVING AND WALL TYPES NOTED IN THE COLOR AND FINISH SCHEDULES. SAMPLES TO BE PLACED IN A LOCATION SPECIFIED BY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REFER TO MOCK-UP REQUIREMENTS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 20. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND 1-1/2" IN GROUND COVER/ SHRUB AREAS , UNLESS OTHERWISE INDICATED. 21 . PROJECT WALKS SHALL NOT EXCEED A SLOPE OF 1 :20 (5% GRADIENT) UNLESS OTHERWISE INDICATED. 22. ACCESSIBLE RAMPS SHALL NOT EXCEED 1:12 OR 8.33%. 23. PLANTER AREAS SHALL NOT EXCEED 2:1 SLOPE UNLESS OTHERWISE INDICATED. 24. HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR, UNLESS OTHERWISE INDICATED. 25. CONSTRUCT ALL CURVE TO CURVE AND CURVE TO TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM. 26. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI@ 28 DAYS, UNLESS OTHERWISE INDICATED 27. ALL CONCRETE PAVING BANDS AND CONCRETE CAPS SHALL HAVE CONTROL JOINTS AT 5'-0" ON CENTER MAXIMUM UNLESS NOTED OTHERWISE ON THE PLANS. ALL WALLS SHALL HAVE CONTROL JOINTS AT 20'-0" O.C. MAXIMUM UNLESS NOTED OTHERWISE ON THE PLANS. L WARRANTIE S, GUARANTEES, AND INSTRUCTION MANUALS FOR 28. PROVIDE THE OWNER WITH AL EQUIPMENT, APPLIANCES, FIXT URES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. GRADE DEVICES SUCH AS IRRIGATION VALVE BOXES, GATE VALVES, BASKET 29. PRIOR TO INSTALLING ABOVE- STRAINERS, FLOW SENSORS, B BOXES, GFCl'S, TRANSFORMER DRAINS, MANHOLES, PIV'S , FDC WITH DEVICE CLEARLY LABELE IRRIGATION DESIGNER'S APPR ACKFLOW ASSEMBLIES, CONTROLLERS, QUICK COUPLERS, JUNCTION/ PULL S, SIGNS, GAS METERS, UTILITY VAULTS, LIGHT FIXTURES, CLEAN-OUTS. 'S, AND WATER METERS, PLACE A WOOD STAKE IN PROPOSED LOCATIONS DON STAKE IN BLACK INK. OBTAIN LANDSCAPE ARCHITECT'S OR OVAL OF STAKED LOCATIONS PRIOR TO INSTALLING DEVICES. HAS CLEAN-OUTS, VALVE BOXES, GATE VALVES, ETC. IN PAVED AREAS 30. DO NOT INSTALL DEVICES sue WHEN INSTALLING THEM IN AN LANDSCAPE ARCHITECT FOR R ADJACENT PLANTER IS POSSIBLE IF THIS CANNOT BE ACHIEVED, CONTACT ESOLUTION. 31. INSTALL INTERSECTING ELEME NT AT 90 DEGREES UNLESS NOTED OTHERWISE ON PLANS. WARE PAVING SCHEDULE KEY DESCRIPTION DETAIL MFR/ SUPPLIER COLOR FINISH JOINTS COMMENTS ~ . . MEDIUM BROOM TOOLED CONCRETE PAVING ·. A,D34 NATURAL GRAY PERPENDICULAR TO CONTRACTION I PED 3000 PSI ., ---SEALER: SEE SP ECS . . ,,· : •' -,. . .. ' PATH OF TRAVEL CONSTRUCTION •' @] GRACE TOP-CAST #05 SAWCUT CONCRETE PAVING A,D 34 NATURAL GRAY MIX DESIGN: CONTRACTION I PED 3000 PSI ---50% SAND / 50% PEA SEALER: SEE SPECS. GRAVEL CONSTRUCTION . @] 12" SQ. (ACTUAL) FEDERAL YELLOW SEAL PAVERS AND GROUT. PRE-CAST DETECTABLE E,34 ORCO BLOCK (714) TRUNCATED GROUT: LATICRETE STANDARD FINISH SEE DETAIL FOR SEALER WARNING PAVERS 527-2239 COLOR TO BE SPECIFICATION. MOCK-UP IS DOME PAVER SELECTED REQ UIRED ON TH IS PROJECT. ' §] DECOMPOSED .. .. SOUTHWEST BOULDER & DESERT GOLD ORGANIC LOCK DG INSTALL IN LIFTS AND COMPACT GRANITE PAVING . B, 34 STONE (877) 792-7625 DECOMPOSED GRANITE BINDER PER SUPPLIERS PERMALOC BLACK DURAFLEX PERMALOC CLEANLINE -- RECOMMENDATIONS W/ EDGING , .. (616) 399-9600 EDGING 1/8" X 5.5" . @] WOOD SCREEN @ CONCRETE RESYSTA WI TUBE TUBE STEEL PATIO A, 35 STEEL FRAME CLEAR WOOD STAIN PRIMED AND FIELD N/A S4S, EASED EDGES PAINTED [ill WOOD SCREEN @ DECOMPOSED RESYSTA WITUBE TUBE STEEL GRANITE PATIO B, 35 STEEL FRAME CLEAR WOOD STAIN PRIMED AND FIELD NIA S4S, EASED EDGES PAINTED NOTES: A. CONTRACTOR SHALL PREPARE MOCK-UPS FOR PAVING. SEE 'MOCK-UP REQUIREMENTS', SHEET LO.O. B. PROVIDE AN ISOLATION JOINT WHERE PAVING ABUTS VERTICAL SURFACES SUCH AS BUILDINGS, WALLS, STEPS, OR, AS NOTED IN THESE DRAWINGS. C. CONTRACTOR TO PROVIDE A DETECTABLE WARNING PRODUCT SAMPLE TO THE BUILDING INSPECTOR FOR APPROVAL OF COLOR CONTRAST WITH FINISH SURFACE. SITE FURNISHINGS KEY DESCRIPTION QTY MFR/ MODEL COLOR FINISH MOUNTING COMMENTS SUPPLIER @] LANDSCAPE PROVIDE BOLLARD LIGHT • 6 FORMS PROFILE TITANIUM POWDER COAT SURFACE CONCRETE (800) 430-6209 ANCHOR AT DG @] ANOVA PROVIDE TRASH RECEPTACLE @ 10 (949) 285-0433 METRIX TBD POWDER COAT SURFACE CONCRETE ANCHORATDG EXPOSITION @] ANOVA BISTRO TABLE PROVIDE TABLE AND CHAIRS e 48 (949) 285-0433 WITH 2 TBD POWDER COAT SURFACE CONCRETE CONTOUR ANCHOR AT DG SEATS EXPOSITION ~ ~ ANOVA ADA TABLE PROVIDE TABLE AND CHAIRS 9 (949) 285-0433 WITH4 TBD POWDER COAT SURFACE CONCRETE CONTOUR ANCHOR AT DG SEATS @ AMERICAN BIKE-SHELL TM ~ BICYCLE LOCKER 10 BICYCLE MODEL 352 TBD POWDER COAT SURFACE SECURITY BICYCLER COMPANY LOCKERS §] ANOVA EXPOSITION 6' PROVIDE BENCH ~ 27 (949) 285-0433 CONTOUR TBD POWDER COAT SURFACE CONCRETE BENCH ANCHOR AT DG @] COLUMBIA CYCLOOPS BIKE RACK --4 CASCADE 2170-5 = 3 GALVANIZED EMBED (800) 547-1940 2170-7 = 1 MOUNT NOTE: SITE FURNISHINGS ARE LONG LEAD ITEMS. CONTRACTOR SHALL BE RESPONSIBLE FOR APPLICABLE LEAD TIMES IN THE OVERALL PROJECT SCHEDULE. SUBSTITUTIONS WILL NOT BE ACCEPTED. MALCOMB ~ Leading Design for Commercial Real Estate 0 vWS~~ ;,,§;§to t B~ I °' '"·,:;;• ,,, --0 ~ :.: '-I (Signa ~ architecture 6363 greenwich dr. ste. 175 03/16/22 -(Dote) ;: planning san diego. cali_fornia 92122 v',,_ 07/11/11 ,;,: interiors p 858.638.7277 ~ l'. -......tEx p. Datey ~~ 8841 RESEARCH DR graphics f 858.638.7506 f' OF CAll'(J SUITE 2D0 0 10 20 4 0 6 0 site development IRVINE · CA 92618 DATE lNITIAL DATE INITIAL DATE INITIAL SCALE AND NORTH 949.387.1323 REVISIO N DESCRIPTIO N DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RIDGELA.COM REFERENCE KEYNOTES KEY DESCRIPTION DETAIL @ A.C. PAVING PER CIVIL ENG. PLANS ® CONCRETE CURB PER CIVIL ENG. PLANS © CONCRETE GUTTER PER CIVIL ENG. PLANS @ PAVEMENT STRIPING PER CIVIL ENG. PLANS ® MONUMENT SIGN PER SIGNAGE CONSULTANT 0 ACCESSIBLE RAMP PER CIVIL ENG. PLANS @ RETAINING WALL PER CIVIL ENG. PLANS ® LIGHT FIXTURE PER ELEC. ENG. PLANS 0 TRASH ENCLOSURE PER ARCH PLANS 0 WATER QUALITY AREA PER CIVIL ENG . PLANS ® UNDERGROUND WATER PER CIVIL TREATMENT AREA ENG. PLANS (D CONCRETE V-DITCH PER CIVIL ENG. PLANS ® TRANSFORMER PER CIVIL ENG. PLANS HARDSCAPE KEYNOTES KEY DESCRIPTION DETAIL CD CONSTRUCT SAWCUT C,34 CONTRACTION JOINT 0 CONSTRUCT SAWCUT DOWELED C, 34 CONSTRUCTION JOINT 0 CONSTRUCT NEW TO EXISTING C, 34 CONCRETE PAVING 0 CONSTRUCT CONCRETE PAVING D, 34 TO CURB CONNECTION SYMBOL LEGEND SYMBOL DESCRIPTION DOWELED CONSTRUCTION ------- JOINT CONTRACTION JOINT PA PLANTING AREA APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUil T" RLA# EXP DATE REVI EWED BY IN SPECTOR DATE ~ 4 CITY OF CARLSBAD PLANNING DIVISION m 0 LANDSCAPE IMPROVEMENT PLANS FOR : RACEWAY INDUSTRIAL LIONSHEAD A VE. ATS. MELROSE DR. HARDSCAPE SCHEDULES AND NOTES IAPPRO V~ 4JIQ•- I i_; blil- DATE PLAN NI NG DR WN BY: RLA PROJECT NO. DRAWING NO. LPC2021-0024 CHK D SW 534-2L BY: SDP2021-0003 EXISTING PLANT SCHEDULE TREES SHRUBS, GRASSES, & GROUNDCOVERS SYMBOL BOTANICAL NAME COMMON NAME SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE SPACING WATER DETAIL QTY. USE ¥ AGA AGAVE ATTENUATA FOXTAIL AGAVE 5GAL. 36" O.C. L B,D,E 15 ATT 0 AESCULUS CALIFORNIA BUCKEYE CALIFORNICA 0 BRACHYCHITON BOTTLE TREE ACERIFOLIUS V V V 9 9 V V <; BOU V V V "1 V V V V < BOUGAINVILLEA 'LA LA JOLLA BOU GAi NVILLEA 5 GAL. 36" O.C. L B,D,E 541 V V V V V V V V LJ <1 V V V V V 9 V JOLLA' -~~~n~~n -CAR CAREX DIVULSA BERKELEY SEDGE 1 GAL. 24" O.C. L B,D,E 1,370 DIV 0 CINNAMOMUM CAMPHOR TREE CAMPHORA 0 EUCALYPTUS S. RED IRONBARK 'ROSEA' -COT COTONEASTER DAMMERI DWARF BEARBERRY 1 GAL. 48" O.C. L B,D,E 944 DAM 'LOWFAST' COTON EASTER Iii DIA DIANELLA 'LITTLE REV' LITTLE REV FLAX LILY 1 GAL. 24"O.C. L B,D,E 560 LR 0 DIA DIANELLA T. 'VARIEGATA' VARIEGATED FLAX LILY 5 GAL. 36"O.C M B,D,E 215 VAR ® JACARANDA JACARANDA MIMOSIFOLIA ... FIG FICUS PUMILA CREEPING FIG 1 GAL. PER PLAN M F 240 PUM STAKED -LAN LANTANA 'NEW GOLD' NEW GOLD LANTANA 5 GAL. 36" O.C. VL B,D,E 1,641 NG ® KOELREUTERIA CHINESE FLAME TREE BIPINNATA -MYO MYOPORUM MYOPORUM 1 GAL. 36" O.C. L B,D,E 5,735 PAR PARVIFOLIUM @ MYR MYRSINE AFRICANUS AFRICAN BOXWOOD 5 GAL. 48" O.C. L B,D,E 69 AFR 0 MAGNOLIA SOUTHERN MAGNOLIA GRANDI FLORA 0 PINUS TORREYANA TORREY PINE 0 QUERCUS AGRIFOLIA COAST LIVE OAK 0 UMBELLULARIA CALIFORNIA LAUREL CALIFORNICA SHRUBS, GRASSES, & GROUNDCOVERS SYMBOL DESCRIPTION ~As//>1//V'/i>::'>:'.;I 1/_~~~~~ EXISTING SHRUBS AND GROUNDCOVER />.:'./A/\°: ✓A ✓A/,, NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) INDICATES AN EXISTING TREE TO BE REMOVED FROM SITE. @ OLE OLEA EUROPAEA LITTLE OLLIE 5 GAL. 36" O.C. L B,D,E 481 LO 'MONTRA' -ROS ROSMARINUS 0. TRAILING ROSEMARY 1 GAL. 36" O.C. L B,D,E 533 PRO 'PROSTRATUS' ++++++ SES GREENLEE AUTUMN ...... ...... SESLERIA A 'GREENLEE' 1 GAL . 30" O.C. M B,D,E 742 ++++++ GL MOOR GRASS ++++++ ++++++ -VIT pooooooo VITEX PURPUREA ARABIAN LILAC 5 GAL. 36" O.C. L B,D,E 446 1,)0 000000 PUR po oooooo 0 WES WESTRINGIA FRUTICOSA COAST ROSEMARY 5 GAL. 42"O.C. L B,D,E 174 FRU BIO-RETENTION AREAS JUN JUNCUS PATENS CALIFORNIA GRAY RUSH 4" 18" O.C. L B,D,E 8.494 ~ PAT PLUGS I; I; I;· I; LEY LEYMUS CONDENSATUS CANYON PRINCE WILD ) I; I; I; I; 1 GAL. 30" O.C. L B,D,E 846 I I I I :1 CP 'CANYON PRINCE' RYE 111./1111/1 ""o,,,,o,,,,o o ,::,,:: MUH MUHLENBERGIA RIGENS DEER GRASS 1 GAL. 36" O.C. L B,D,E 874 OOAO,O,O/) RIG WATER USE KEY: VL = VERY LOW WATER USE, L = LOW WATER USE, M = MODERATE WATER USE, H =HIGHWATER USE. WATER USE STATED IS PER 'WATER USE CLASSIFICATION OF LANDSCAPE SPECIES' (ALSO REFERRED TO AS WUCOLS IV) FOR THE CITY OF CARLSBAD. $ DENOTES SOIL SAMPLE LOCATION. SEE NOTE '9' FOR ADDITIONAL INFORMATION. NOTES: • MULCH ALL LANDSCAPE AREAS HAVING LESS THAN A 2:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. PROVIDE REINFORCED STRAW MATTING WITH 12" LONG SOIL STAPLES ON SLOPES 2:1 OR GREATER. • SEE SHEET 46 FOR PLANTING DETAILS. • 50% OF THE SHRUBS (EXCEPT ON SLOPES 3:1 OR STEEPER, AND/OR LOCATED IN BIO RETENTION BASINS) SHALL BE A MINIMUM 5 GALLON SIZE. • ANY CHANGES IN BIO-SWALE LAYOUT/DESIGN SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO IRRIGATION AND PLANTING INSTALLATIONS SO THAT THE LANDSCAPE ARCHITECT CAN REVISE PLANS ACCORDINGLY TO INSURE DESIGN QUALITY FOR PLANTING DETAILS AND NOTES, SEE SHEETS 46 -47. WARE MALCOMB ~ 11!1 te8 r. Leading Design for Commercial Real Estate 11"' ' '4 I ~ (Slrat -~ architecture 6363 greenwich dr. ste. 175 0 /16/22 -(Daf,) planni.ng san diego. california 921.22 u',;, 07/21/22 ~ interiors p 858.638.7277 5 J'. -.......i,Exp. UCIT~ ~~ 8841 RESEARCH DR graphics f 858.638.7506 f." OF CALI~ SUITE 200 site development IRVINE · CA 92618 DATE INITIAL PLANT SCHEDULE TREES SYMBOL BOTANICAL NAME 0 LAURUS 'SARATOGA' 0 BRACHYCHITON POPULNEUS ,., ••• CERCIDIUM 'DESERT MUSEUM' 0 CINNAMOMUM CAMPHORA ® JACARANDA MIMOSIFOLIA @ KOELREUTERIA BIPINNATA 0 MAGNOLIA GRANDI FLORA 0 PINUS TORREYANA ir\f' PLATANUS ACERIFOLIA 'COLUMBIA' I ) ''\ QUERCUS SUBER • .... ) 0 RHUS LANCEA DATE INITIAL 949.387.1323 REVISION DESCRIPTION DESIGNER OF WORK OTHER APPROVAL RJOGELA.COM COMMON NAME SIZE/ HT. X SPRD. WATER DETAIL QTY FORM X CAL. (MIN) USE SARATOGA LAUREL 24" BOX 8'H X6'WX L A,C 31 STD. 1-1/4" CAL. BOTTLE TREE 24" BOX 8'H X 3'WX L A,C 28 STD. 1-1/4" CAL. 36" DESERT MUSEUM PALO BOX 8'H X6'W L A,C 16 VERDE MULTI- TRUNK CAMPHOR TREE 24" BOX 8'H X4'WX M A,C 9 STD. 1-1/4" CAL. JACARANDA 24" BOX 8'H X4'WX M A,C 14 STD. 1" CAL. CHINESE FLAME TREE 24" BOX 8'H X4'WX M A,C 2 STD. 1-114" CAL. SOUTHERN MAGNOLIA 24" BOX 8'HX3'WX M A,C 4 STD. 1-114" CAL. TORREY PINE 24" BOX 8'HX3'WX L A,C 3 STD. 1-114" CAL. 'COLUMBIA' LONDON 24" BOX 8'H X3'WX M A,C 41 PLANE TREE STD. 1-1/4" CAL. CORK OAK 24" BOX 7'H X3'WX L A,C 63 STD. 1" CAL. AFRICAN SUMAC 24" BOX 8'H X3'WX L A,C 27 STD. 1-1/4" CAL. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" RLA# EXP. DATE REVIEWED BY: INSPECTOR DATE CTr] CITY OF CARLSBAD ~ 6 PLANNING DIVISION 0 LANDSCAPE IMPROVEMENT PLANS FOR: RACEWAY INDUSTRIAL LIONSHEAD A VE. ATS. MELROSE DR. PLANTING LEGENDS I APPROVED~ i~ I 5/3/zz.. PLANNING DATE DRWN BY: RLA PROJECT NO. DRAWING NO. DATE INITIAL LPC2021-0024 SW 534-2L CITY APPROVAL CHKD BY: SDP2021-0003