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HomeMy WebLinkAboutDWG 540-8L; LPC 2022-0028; 5759 FLEET STREET LANDSCAPE IMPROVEMENTS; 01-34RECYCLED WATER IRRIGATION MATERIAL LEGEND SYMBOL IRRIGATION NOTES Q T H F MANUFACTURER MODEL NO. I DESCRIPTION FLOW RATE (GPM) PSI RADIUS P.R. (TRI.) DETAIL ~ ~ 8 @ HUNTER PGP-12-CV-R 12" POP-UP SHRUB ROTOR WITH MPR-25 NOZZLES (RED) 1.00, 1.38, 1.98, 3.82 45 25 FT 0. 70 IN./HR. A 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF © C9 g @ HUNTER PGP-12-CV-R 12" POP-UP SHRUB ROTOR WITH MPR-30 NOZZLES (GREEN) 1.40, 1.85, 2.96, 5. 78 45 30 FT 0. 70 IN./HR. A THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ~ ~ 0 @ HUNTER PGP-12-CV-R 12" POP-UP SHRUB ROTOR WITH MPR-35 NOZZLES (BEIGE) 1.92, 2.46, 3.81, 7.58 45 35 FT 0.70 IN./HR. A 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S V HUNTER PROS-06-CV-R 6" POP-UP BUBBLER HEAD WITH A HUNTER MSBN-50Q STREAM BUBBLER NOZZLE .50 (1.00 TOTAL) 30 1 FT 1.00 IN./HR. A,B REPRESENTATIVE. EACH SYMBOL REPRESENTS TWO (2) BUBBLER TO PROVIDE A TOTAL OF TWO (2) BUBBLER$ PER TREE OR PALM. PLACE THE BUBBLER HEADS SIX (6) INCHES FROM THE ROOT BALL OF 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK, THE TREE OR PALM AND ON OPPOSITE SIDES OF TREE OR PALM. ADJUST BUBBLER STREAMS TO WET THE ROOT BALL AND ADJACENT AMENDED SOIL WITHOUT HITTING 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. THE TRUNK OF THE TREE OR PALM. NO SYMBOL HUNTER ALL POP-UP SPRINKLER HEADS TO BE INSTALLED WITH PURPLE COLLAR TO DESIGNATE RECYCLED WATER USE NIA 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. KX)<,;>QS,: ,x, Xx><~ EXISTING U' ·,/ 'v' EXISTING IRRIGATION TO REMAIN TO BE PROTECTED-IN-PLACE; SHOWN FOR REFERENCE ONLY N/A S. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. •----•---HUNTER HDL-06-12-CV-R SUB-SURFACE DRIP TUBING (PURPLE EXTERIOR COLOR) WITH 0.60 GPH, PRESSURE COMPENSATING EMITTERS INTERNALLY INSTALLED IN THE C,D c---·--•--DRIP TUBING AT 12" 0.C. SPACING. DRIP TUBING SHALL BE EQUIPPED WITH COPPER OXIDE INFUSED EMITTERS AND A PHYSICAL BARRIER TO PREVENT ROOT 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR •----•--•-INTRUSION INTO THE DRIP EMITTER. DRIP EMITTERS SHALL BE CONTINUOUS FLUSHING TYPE AND EQUIPPED WITH A CHECK VALVE AND ANTI-SIPHON FEATURE. ,-•--•--•--· DRIP TUBING SHALL BE INSTALLED 2" BELOW FINISHED SOIL GRADE (NOT COUNTING MULCH) AND IN PARALLEL ROWS A MAXIMUM OF 16" ON CENTER. THE BOTH EQUIPMENT AND INSTALLATION. ----·--- -----·--· PERIMETER ROW OF DRIP TUBING SHALL BE INSTALLED A MAXIMUM OF 4" FROM THE EDGE OF ANY HARDSCAPE OR TURF EDGE. ALL SUBSEQUENT INTERIOR 8. ACTUAL LOCATION OF THE EXISTING BACKFLOW PREVENTER AND THE EXISTING AUTOMATIC CONTROLLER ARE TO BE FIELD VERIFIED WITH THE OWNER'S AUTHORIZED REPRESENTATIVE -----------. --~---------~ ROWS SHALL BE ADJUSTED TO PROVIDE AN EVEN SPACING ACROSS THE PLANTER WITHOUT EXCEEDING 16" MAXIMUM SPACING. INSTALL 9" PVC COATED PRIOR TO STARTING WORK. ~---•----· GALVANIZED TUBING STAKES A MAXIMUM OF FIVE (5) FEET ON CENTER ALONG THE LENGTH OF THE TUBING. TUBING STAKES SHALL BE MODEL #GDTS140900 --·--·--- ~ --·----· AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684. THE HATCH PATTERN SYMBOLS ON THE PLANS REPRESENT THE APPROXIMATE DIRECTION '3. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE -··--_,, -. ----AND SPACING OF THE DRIP TUBING ROWS, SEE SPACING REQUIREMENTS ABOVE AND IN DETAILS, WIRES AT BOTH ENDS . NO SYMBOL HUNTER CONNECTION BETWEEN PLO DRIP TUBING AND PVC SUPPLY AND DISCHARGE HEADERS SHALL BE MADE USING PLD DRIP LINE BARBED FITTINGS, SCH. 40 PVC C,D 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A THREADED FITTINGS, SCH. 80 NIPPLES AND FLEXIBLE NIPPLES. WHEN THE CONNECTION IS AT THE END RUN OF THE TUBING USE A 1/2" SCH. 40 PVC THREADED 90" ELBOW, A 1/2" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 1/2" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND A PLD-050 17mm BARB X 1/2" MIPT SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND ADAPTER FITTING. WHEN THE CONNECTION IS IN THE MIDDLE OF THE TUBING RUN USE A 112" SCH. 40 PVC THREADED TEE FITTING, A 1/2" X LENGTH AS AT LEAST 12" PAST THE EDGE OF THE PAVING. REQUIRED SCH. 80 PVC THREADED NIPPLE, A 1/2" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND TWO (2) PLD-050 17mm BARB X 1/2" MIPT ADAPTERS. ALL END RUNS OF 11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE TUBING SHALL BE CONNECTED WITH A PVC DISCHARGE HEADER. FLEXIBLE NIPPLES SHALL BE MODEL #GFN050600 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684. INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. NO SYMBOL HUNTER PLD SERIES 17mm BARBED FITTINGS FOR ALL CONNECTIONS BETWEEN DRIP TUBING (TUBING-TO-TUBING ONLY). NO HEATING OF TUBING SHALL BE ALLOWED. C,D ·12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, ----AS APPROVED PVC SUPPLY AND DISCHARGE HEADERS SHALL BE PURPLE PVC LATERAL LINE PIPE (AS SHOWN BELOW), 1 1/4" MINIMUM SIZE WITH SCH, 40 PVC FITTINGS. C,D REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. NO SYMBOL HUNTER WHERE VINES ARE PLANTED ON WALLS, FENCES OR COLUMNS WITHIN THE DRIP TUBING ZONES, ADDITIONAL DRIP EMITTERS SHALL BE REQUIRED FOR THESE E '13. CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. VINE PLANTINGS. THE CONTRACTOR SHALL INSTALL TWO (2) HE-10-B 1 GPH DRIP EMITTERS PER VINE PLANTING. THESE ADDITIONAL EMITTERS SHALL BE PUNCHED DIRECTLY INTO THE DRIP TUBING. EMITTERS SHALL BE INSTALLED USING A P/N HEMT MULTI-TOOL EACH DRIP EMITTER SHALL BE INSTALLED WITH 14. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND AN 18" LENGTH OF XQ-1/4" DISTRIBUTION TUBING, A GPH #GDTS140900 TUBING STAKE AND HE-DIFF DIFFUSER CAP. LOCATE EMITTER OUTLETS DIRECTLY OVER ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. THE ROOT BALL OF THE VINE PLANTING. ® GPH IRRIGATION/ GDFN-R DRIP FLUSH/ INDICATOR NOZZLE, PURPLE IN COLOR, INSTALLED ONTO A HUNTER PROS-12-CV-R 12" POP-UP SPRINKLER BODY. THE FLUSH NOZZLE C,F 15. THE CONTRACTOR IS REQUIRED TO CONTACT DIGALERT OR 811 A MINIMUM OF TWO (2) DAYS PRIOR TO THE START OF ANY EXCAVATIONS ON THE PROJECT AND SPECIFICALLY PRIOR TO THE HUNTER SHALL BE ORIENTED TO SEND FLUSH WATER INTO THE PLANTER AREA AND CLOSED FOR NORMAL OPERATION OF THE DRIP SYSTEM. INSTALLATION OF ANY GROUNDING RODS. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG TO START A PROJECT TICKET. DIGALERT AND 811 IS A FREE SERVICE PROVIDED TO THE PROJECT. ll!1I EXISTING EXISTING 1.5" RECYCLED WATER METER #44747417 TO BE PROTECTED-IN-PLACE; SHOWN FOR REFERENCE ONLY N/A FAILURE TO CONTACT AND HAVE THE EXISTING UTILITIES IDENTIFIED, LOCATED AND MARKED SHALL MAKE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES. ffil EXISTING EXISTING 1.5" BACKFLOW DEVICE WITH WYE STRAINER AND PRESSURE REGULATOR TO BE PROTECTED-IN-PLACE; SHOWN FOR REFERENCE ONLY NIA rn. WATER VELOCITIES WITHIN ANY SEGMENT OF PIPE SHALL NOTE EXCEED 5' PER SECOND. l2l EXISTING EXISTING 1.5" NORMALLY CLOSED MASTER CONTROL VALVE TO BE PROTECTED-IN-PLACE; SHOWN FOR REFERENCE ONLY N/A VALVE CALLOUT LEGEND HYDROZONE DESCRIPTION CHART [El CREATIVE FSI-TXX-001 XX" PVC TEE, IMPELLER TYPE FLOW SENSOR, WIRE TO CONTROLLER USING T'vVO (2) #14UF AWG WIRES INSIDE A 11/4" SCH. 40 PVC (GRAY) G SENSOR TECH. ELECTRICAL CONDUIT, WITH MASTER CONTROL VALVE WIRES. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND INSIDE A STANDARD RECTANGULAR I CONTROLLER LETTER/ STATION NUMBER NUMBER DESCRIPTION OF THE HYDROZONE WUCOLS PLANT FACTOR VALVE BOX. MULTIPLE FLOW SENSORS SHALL REQUIRE SEPARATE CONDUIT RUNS. CONTACT CREATIVE SENSOR TECHNOLOGY'S REPRESENTATIVE, GENTILE I VALVE SIZE IN INCHES HZ 1 LOW WATER USE PLANTINGS L 0.30 & ASSOCIATES (STEVEN KIM) AT (760) 214-5734 FOR FURTHER INFORMATION. I VALVE FLOW RATE IN G.P.M. IT] AS APPROVED RECYCLED WATER CROSS CONNECTION TEST STATION R FOR DRIP TUBING ZONES HZ2 MODERATE WATER USE PLANTINGS M 0.50 -LASCO VXX101 N-SC-R 2" SLO-CLOSE SCH. 80 PVC, TRUE-UNION BALL VALVE WITH PURPLE HANDLE AND SOL VENT WELD SOCKET CONNECTIONS, LINE SIZE PER H HZ3 LOW WATER USE TREES L 0.50 MAINLINE. INSTALL INSIDE A 10" ROUND VALVE BOX. "20 1.5" 35 30 --OPERATING PRESSURE (PSI) 1,750' -LENGTH OF DRIP TUBING .. ~ '1 . ,·~• .. ,. ,,, x•~x -- / 1 s 1.75 1,500 -ZONE AREA (SFT) TUBING @ HUNTER HQ-44LRC-AWR 1" QUICK COUPLER VALVE WITH PURPLE LOCKING VINYL COVER AND A LASCO G13S-218 SWING JOINT. INSTALL INSIDE A 10" ROUND VALVE BOX. I /' IRRIGATION METHOD DESCRIPTION CHART • HUNTER ICV-XXiG-FS-R-AS-ADJ PRESSURE REGULATING, PLASTIC REMOTE CONTROL VALVE (RCV), SIZE AS SHOWN (1", 1 1/2" AND 2" SIZES), SET AS-ADJ J LL LZONE PRECIPITATION RATE (IN./HR.) PRESSURE REGULATOR TO PROVIDE THE OPERATING PRESSURE OF THE SPRINKLER/ BUBBLER HEAD TO THE HIGHEST OR FARTHEST HEAD ON THE LETTERS DESCRIPTION OF THE IRRIGATION TYPE IR. EFFICIENCY CONTROL VALVE ZONE. INSTALL THE RCV INSIDE A STANDARD RECTANGULAR VALVE BOX. IRRIGATION METHOD SEE CHART OT DRIP TUBING DRIP 0.80 ~ HUNTER ICV-XX1G-FS-R PLASTIC DRIP REMOTE CONTROL VALVE, SIZE AS SHOWN (1" AND 11/2" SIZES). INSTALL A DISC Fil TER AND AN INLINE PRESSURE REGULATOR K HYDROZONE NUMBER SEE CHART TB TREE BUBBLERS BUBBLER 0.75 -ON THE DOWNSTREAM SIDE OF EACH DRIP REMOTE CONTROL VALVE (DRCV). FOR 1" DRCV'S INSTALL A RAIN BIRD PRB-QKCHK-100 PRESSURE REGULATING -R POP-UP ROTOR HEADS -ROTOR 0.72 BASKET STRAINER. FOR 1 112" DRCV'S INSTALL A RAIN BIRD LCRBY-150D DISC FILTER AND A BENNINGER 1 1/4" PMR-40-HF PRESSURE REGULATOR. USE A 1 [_ WATER PRESSURE LOSS CALCULATIONS I 112" SCH. 40 PVC THREADED COUPLING, A 1 1/2" X 1 1/4" PVC THREADED REDUCER BUSHING, AND A 1 1/4" X 2" SCH. 80 PVC NIPPLE AS REQUIRED TO CONNECT THE 11/4" REGULATOR TO THE DOWNSTREAM SIDE OF THE 11/2" FILTER. INSTALL THE DRCV ASSEMBLY INSIDE A JUMBO RECTANGULAR VALVE BOX. WATER METER NUMBER WATER METER SIZE (Inches) lg HUNTER ACC2 MODEL# A2C-4200-SS, 42 STATION CONTROLLER INSTALLED IN STAINLESS STEEL ENCLOSURE, SEE BELOW FOR TYPE L HYDRAULIC GRADE LINE (F1] WATER METER ELEVATION (F1] ELEVATION DIFFERENCE (FT) STATIC PRESSURE (PSI) 105.0 NO SYMBOL V.1.T. SB-16SS STRONGBOX STAINLESS STEEL TOP-ENTRY CONTROLLER ENCLOSURE WITH CS/\ SUB-ASSEMBLY, RGVRSS AND QP-16 "QUICK PAD". l REMOTE CONTROL VALVE# A+10 REMOTE CONTROL VALVE SIZE (In.) 1.50 [BJ HUNTER SOLAR-SYNC ET SENSOR, MOUNT ON BUILDING EXTERIOR WALL AND WIRE TO CONTROLLER PER MANUFACTURER'S RECOMMENDATION N/A RCV. DEMAND(GPM) 36 TOTAL DEMAND (GPM) 36 HIGHEST HEAD SERVED (F1] STATIC PRESSURE AT HIGHEST HEAD IJil N/A EXISTING ELECTRICAL SUPPLY FOR EXISTING I-CORE CONTROLLER BE RE-USED FOR REPLACEMENT CONTROLLER ELECTRICAL SUPPLY N/A Ill PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT EXISTING EXISTING REMOTE CONTROL VALVE TO BE PROTECTED-IN-PLACE; SHOWN FOR REFERENCE ONLY N/A sweertey + assoc!r2t.e:; BY SWEENEY & ASSOCV-\TES, INC UNAUTHORIZED USE BY ANY 83 EXISTING EXISTING REMOTE CONTROL VALVE TO BE REMOVED DUE TO NEW IMPROVEMENTS N/A OTHER PERSON, COMPANY OR PROJECT IS FORBIDDEN WITHOUT WRITTEN PERMISSION. ® EXISTING EXISTING SHUT-OFF VALVE AT EXISTING POC AND EXISTING VALVE MANIFOLDS, REFER TO PLAN FOR MORE INFORMATION N/A SIZE (Inches) DESCRIPTION FLOW # LOSS eEf) ~- EXISTING EXISTING QUICK COUPLER VALVE AT VALVE MANIFOLD, REFER TO PLAN FOR MORE INFORMATION N/A 1.50 FLOW METER 36 8 100 PSI ~ 2.00 150 FEET OF CL. 315 EXISTING MAINLINE 36 11 180 PSI EXISTING EXISTING 36-STATION HUNTER I-CORE IRRIGATION CONTROLLER TO BE REMOVED AND REPLACED WITH A NEW 42-STATION CONTROLLER ASSEMBLY AS N/A 2.00 2 -90 DEGREE ELBOWS 36 13 0.26 PSI SPECIFIED ABOVE; PROTECT EXISTING ELECTRICAL SUPPLY IN PLACE FOR USE WITH NEW REPLACEMENT CONTROLLER. 1.50 REMOTE CONTROL VALVE ASSEMBLY 36 14 1.50 PSI AS APPROVED PURPLE (RECYCLED WATER) PVC PIPE 3/4" -3" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE M 10% LATERAL LINE LOSSES 36 15 4.50 PSI PURPLE (RECYCLED WATER) PVC PIPE 2" CL. 315, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED 18" BELOW FINISHED GRADE 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) NIA 16 0.36 PSI - - AS APPROVED M 0.00 ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) NIA 17 0.00 PSI -EXST-IRR-EXISTING EXISTING 2" IRRIGATION MAINLINE AND WIRE PATH. REFER TO PLAN FOR FURTHER DIRECTION NIA 'foTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #17) i 18 94 PSI -----PRESSURE REQUIRED AT HEAD (OPERA TING PRESSURE) ' 19 45.0 PSI --------AS APPROVED PURPLE PVC PIPE SCH. 40 AS SLEEVING, 2.5 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2" MINIMUM SIZE) INSTALL ALL PIPE AND WIRE UNDER N TOTAL PRESSURE REQUIRED (SUM OF #18 AND #19) 20 544 PSI APPROVED FOR PAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. REFER TO SLEEVING DETAIL FOR INSTALLATION ST.'ITIC WATER PRESSURE (FROM ABOVE) 21 105.0 PSI DEPTHS BELOW PEDESTRIAN AND VEHICULAR PAVING. RESIDUAL PRESSURE (SUBTRACT #20 FROM #21) !RR/GA TION ANO PLANT/i\JG 22 50.6 PSI NO SYMBOL LASCO ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GRAY IN COLOR, AND SIZED TO MATCH THE MAINLINE PIPE. ALL N/A SET PRV OR MCV AT (#20 PLUS 10 PSI) 23 64.4 PSI FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED TO MATCH THE LATERAL LINE PIPE. ALL PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) 24 N/A PSI ONLY, INCLUDING PRECISE THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE, DARK GRAY IN COLOR, WITH MOLDED THREADS. NO SYMBOL AS APPROVED ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER AND SOLVENT N/A sweeney + associates LOCATION OF PLANTING CEMENT. PRIMER SHALL BE LOW voe "PURPLE PRIMER". SOLVENT CEMENT SHALL BE LOW voe, GRAY OR BLUE COLORED "MEDIUM BODIED" CEMENT. USE AREA. DAUBERS SIZED AT LEAST ONE-HALF THE SIZE OF THE LARGEST PIPE BEING JOINED. ALL SOLVENT CEMENTED JOINTS SHALL BE MADE PER THE PIPE AND IRRIGATION DESIGN AND CONSULTING FITTING MANUFACTURER'S RECOMMENDATIONS. fi:i.:1/ .• , 321 R~rnpa1t Street, su,te 209 OrJrrg<S, c~ 92368 11 AS BUIL T 11 * AS APPROVED RECLAIMED WATER SIGNS INSTALLED WITH VANDAL PROOF HARDWARE, INSTALL QUANTITY AND LOCATIONS PER CITY REQUIREMENTS 0 '', .,·· . ·:· e 1r,/o,'flsweeneys,s,:,c.,2Dm ,to (71<1) 933<)456 •' ,; ,, w: ·o1•ww.,we:e:ne-,.~s,oc ,om ii'. (714) J33-')456 NO SYMBOL AS APPROVED 11/4" SCH. 40 PVC, GRAY ELECTRICAL CONDUIT FOR FLOW SENSOR/ MASTER VALVE WIRES OR CENTRAL CONTROL COMMUNICATION CABLE, PROVIDE PULL NIA BOX AT A MAXIMUM OF 200 FEET ON CENTER FOR A 3 FOOT WIRE LOOP OR ANY SPLICES. INSTALL INSIDE A STANDARD RECTANGULAR VALVE BOX. I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION NO SYMBOL PAIGE ELECTRIC P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED). PILOT WIRES SHALL M,N,P GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE RCE EXP. DATE BE RED IN COLOR, COMMON GROUND WIRE SHALL BE WHITE IN COLOR, SPARE WIRES SHALL BE YELLOW IN COLOR THE CONTRACTOR SHALL ROUTE TWO (2) EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN SPARE CONTROL WIRES (YELLOW) FROM THE CONTROLLER ALONG THE MAINLINE IN ALL DIRECTIONS AWAY FROM THE CONTROLLER. LOOP SPARE WIRES UP REVIEl,IED BY: AND INTO EACH VALVE BOX ALONG THE MAINLINE, PROVIDING A 3 FOOT MINIMUM LOOP. WHERE MULTIPLE CONTROLLERS ARE USED ON THE PROJECT, EACH Ll201 -IRRIGATION LEGEND & NOTES CONTROLLER SHALL HAVE A DIFFERENT COLOR FOR PILOT WIRES. NO SYMBOL GPH IRRIGATION GDBRY6 DIRECT BURIAL, 100% SILICONE GEL, WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONS p INSPECTOR Di"TE ,.ri ,;,c ,. ,,, ~\ NO SYMBOL NDS (K.B.I.) KSC-XXX-S SWING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS LOWER THAN THE N/A I 517T II CITY OF CARLSBAD I SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER/ BUBBLER/ DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. A ~' PLANNING DIVISION NO SYMBOL NOS (K.B.L) KC-XXX-S SPRING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS HIGHER THAN THE N/A -' SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER/ BUBBLER I DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. '.;:ic~'f:',]i",c,1_,\f' LANDSCAPE IMPROVEMENT PLANS FOR: ::::e-_\cf ··" !-::n @ SPLICE BOX INSTALL WIRE SPLICES & RECONNECTIONS WITHIN A STANDARD RECTANGULAR VALVE BOX· TYP. Q . (>' 'i,},J'/:"c'P> 5759 FLEET STREET LANDSCAPE IMPROVEMENTS 'i' t'C.-,'.:: ': •• >K~ ::.\(;i'(Jc(f;.,; l'd, t-zr;;::;: :'C-v '.)i-'..'. _,_ NO SYMBOL RAIN BIRD ALL VALVE BOXES SHALL BE VB SERIES, PLASTIC TYPE WITH OVERLAPPING LIDS. VALVE BOXES & LIDS SHALL BE PURPLE. ALL BOXES SHALL BE SECURED N/A WITH A RAIN BIRD VB-LOCK-P PENTA HEAD BOLT, WASHER AND CLIP. BOXES SHALL BE AS SHOWN BELOW: '.>,>DSCA.Pe ~'#Q LE~~-4,pq_ 4/~ J .. DESCRIPTION SHRUB AREAS (PURPLE) APPROVED~' _q~q(z, ~~~ '}"' , 7" ROUND BOXES VB-7RNDP u .,. 4 (<1 -" ...J A--I PLANNING /) 10" ROUND BOXES VB-10RND-B BODY AND VB-10RNDP-L LID . .. - STANDARD RECTANGULAR BOXES VB-STD-B BODY AND VB-STDP-L LID ~ D,( ~"f'. OWN BY: .M"" PROJECT NO. DRAWING NO . JUMBO RECTANGULAR BOXES VB-JMB-B BODY AND VB-JMBP-L LID ..,.,.('" ,Qp_ w,_,,,.~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: AF LPC2022-0028 i OF' CA\.. \'i DESIGNER OF WORK REVISION DESCRIPTION CITY APPROVAL RVWD BY: BL DEV2022-0215 ' 540-8L Exo1rotion Dote: OTHER APPROVAL i C:\DRAWING FIL.ES\11TLE SHEETS\XXXX.DWG 7/20/2019 ' SPECIAL INSTRUCTIONS I TREES REFER TO DETAILS ON SHEET LP 3.01 FOR TREE PLANTING AND STAKING DIMENSIONS @ TIME OF INSTALL GENERAL PLANTING NOTES ' -------- - - - --- ' SYMBOL SIZE BOTANICAL NAME COMMON NAME 1. CONTRACTOR TO OBTAIN AGRONOMIC SOILS TEST AND ' WUCOLS HEIGHT SPREAD REMARKS i ----- IMPLEMENT SOil AMENDMENTS AS RECOMMENDED. : DD 10' HEIGHT DRACENA DRACO DRAGON TREE 2 HEADS MINIMUM, TAGGED BY THE SYMBOL DESCRIPTION 1.1. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN ! VERYLOW , 10' ! LANDSCAPE ARCHITECT ----·---"" ___ ,_,_ . __ ,_, __ ------------·------·---------------------· _,_,_, __ ---·---· ___ , - ' --. -,_ --... --" ----- FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN CD TREES ARE STANDARD FORM UNLESS NOTED OTHERWISE. I ' ADEQUATE CROSS SECTION OF CONDITIONS. COORDINATE I CNI 36" BOX LAGERSTROEMIA INDICA X 'NATCHEZ' NATCHEZ CRAPE MYRTLE MOD i --- WITH LANDSCAPE ARCHITECT TO CONFIRM TEST ' ---- -.. t·· - - ---- - ----- - - ------------------------------------------.. -----. ------------------------------------__ "'_" __ -----·· -------· --------------------------- (1) TRIPLE STAKE TREES, UNLESS NOTED OTHERWISE. LOCATIONS/QUANTITY. SOil TEST SHALL BE PERFORMED BY i / --\ i '-<i(.::: -' A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY & ' ' EXISTING TREE TO REMAIN ' -' -------·--LANDSCAPE ARCHITECT). PLEASE REFER TO SPECIFICATION i {,,,) //~" I ' TREE ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE ' SECTION 32 9113 ON SHEET 31 FOR MORE DETAILED -! I ! i I i PLACED WITHIN 5 FEET OF PUBLIC IMPROVEMENTS INCLUDING ' . INFORMATION. ! ® WALKS, CURBS, OR STREET PAVEMENTS OR WHERE NEW 1.2. THE RES UL TS AND RECOMMENDATIONS OF THE SOIL TESTING , SHRUBS & VINES - PUBLIC IMPROVEMENTS ARE PLACED ADJACENT TO EXISTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY REFER TO DETAILS ON SHEET LP 3.01 FOR SHRUB & VINE PLANTING DIMENSIONS@TIME OF INSTALL TREES. THE ROOT BARRIER WILL NOT WRAP AROUND THE THE CITY. THE APPROVED RECOMMENDATIONS FOR ' SYMBOL SIZE BOTANICAL NAME COMMON NAME WUCOLS HEIGHT WIDTH REMARKS ROOT BALL. AMENDMENTS AND BACKFILL SHALL BE INCORPORATED 111111"0 ' §) ' i i WHERE SPREADING GROUNDCOVERS ARE SHOWN TO BE THE LANDSCAPE PLANS PRIOR TO THE START OF 15 GAL AGAVE 'BLUE FLAME' BLUE FLAME AGAVE LOW G) PLANTED ADJACENT TO A CURB OR WAf_KWAY EDGE, SET CONSTRUCTION AND SHALL BECOME PART OF THE --. .. ---.,.,_ --·-·-· -"""" ···-... . .... , .... .. , ....... . ., .... -------·-,---- CENTER OF PLANT 24" OFF HARD SURFACE. APPROVED PLANS. @ 5GAL ALOE STRIATA CORAL ALOE LOW -------2. CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING ' MINIMUM TREE SEPARATION DISTANCE: ··············1·· ' .... ------------------- TRAFFIC SIGNALS/ STOP SIGNS .......................................... 20 FT. WITH LANDSCAPE ARCHITECT TO REVIEW ENTIRE SCOPE OF l::::::>:_,,J • 5GAL CARISSA MACROCARPA 'BOXWOOD BEAUTY' COMPACT NATAL PLUM LOW PLANTING WORK PRIOR TO INSTALLATION. PROVIDE 72 HOUR ' UNDERGROUND UTILITY LINES ................. 5 FT (10' FOR SEWER). NOTICE. -·-·----·--.. ·----·-··"·"'"'"""""'"'""""'""" -······" ........ .. ····-----·--··"--·· ...... -----~---- ® ABOVE GROUND UTILITY STRUCTURES .............................. 10 FT. 3. ALL EXISTING PLANT MATERIAL MUST BE MAINTAINED AT ALL 0 5GAL EUPHORBIA INGENS CANDELABRA TREE LOW DRIVEWAYS (ENTRIES) ........................................................... 10 FT. TIMES, UNLESS OTHERWISE NOTED. ' INTERSECTIONS ................................................................ -...... 25 FT. . ' ·----· . ...... ------·--·· -·--······ (INTERSECTING CURB LINES OF TWO STREETS) 4. ALL GRADING ON SITE SHALL HAVE POSITIVE SURFACE DRAINAGE 0 15 GAf_ LIGUSTRUM JAPONICUM 'TEXANUM' WAXLEAF PRIVET MOD COLUMNAR FORM (2% MINIMUM GRADE IN PLANTING AREAS) AWAY FROM ' ----------------------------· ___ ,__ ---.. ,. ... ,.,-... ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE ------------- ------, __ -----• STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE -L.\-STANDARDS OF THE CITY-WIDE LANDSCAPE REGULATIONS AND SYSTEM. 5GAL PYROSTEGIA VENUSTA FLAMEVINE MOD ® THE CITY OF CARLSBAD LAND DEVELOPMENT MANUAL • • LANDSCAPE STANDARDS AND ALL OTHER LANDSCAPE RELATED CITY AND REGIONAL STANDARDS. NEW STATE MWELO NOTES GROUNDCOVER REFER TO DETAILS ON SHEET LP 3.01 FOR GROUNDCOVER PLANTING DIMENSIONS @ TIME OF INSTALL ------. ------- MAINTENANCE: ALL REQUIRED LANDSCAPE SHALL BE SYMBOL SIZE BOTANICAL NAME ' COMMON NAME WUCOLS HEIGHT ' WIDTH REMARKS ' ------------- ----- MAINTAINED BY OWNER. LANDSCAPE AND IRRIGATION IN THE 1. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A • ~ !//,'.! j PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED BY ASSOCIATION. MINIMUM OF FOUR (4) CUBIC YARDS PER 1,000 SQUARE FEET OF 5GAL ANIGOZANTHOS 'BUSH RANGER' DWARF KANGAROO PAW MOD 18" O.C. (j) REAS SHALL BE MAINTAINED FREE OF DEBRIS AND UTTER, AND PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX ------------------------------ --------------. ----------------------- -. -----,---,---------------,._. -----. ------------ ------------------. i""" ---·· ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEAL THY (6) INCHES INTO THE SOIL SOILS WITH GREATER THAN 6% t/~~1~-;=J. 1 GAL BOUGAINVILLEA '00-LA-LA' 00-LA-LA BOUGAINVILLEA LOW 36"0.C. GROWING CONDITION. DISEASED OR DEAD PLANT MATERIAL ORGANIC MA TIER ON THE TOP 6 INCHES OF SOIL ARE EXEMPT --------_,_., ----------""""" ------------,_ _______ .. .,.,,_, ____ " --__ ,, ___________ -• : -----------·--·--,__ -,., . SHALL BE SATISFACTORILY TREATED OR REPLACED PER THE FROM ADDING COMPOST AND TILLING. 1,,', ',',] 5GAL CARISSA 'GREEN CARPET' CONDITIONS OF THE PERMIT. 2. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS NATAL PLUM : LOW 24"0.C. -· ---·-------SHALL BE TRANSFORMED INTO A FRIABLE CONDITION. ON -------------------------------------------- -T'--------------,-----------------------·· --------------------------0-• ------------------------· . -. - TREES SHALL BE MAINTAINED SO THAT ALL BRANCHES OVER t\\\\\J3 • PEDESTRIAN WAL'r<;NAYS ARE 6 FEET ABOVE THE WALKWAY ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO 1 GAL LOMANDRA L 'STEELY SLIM' STEELY SLIM MAT RUSH ' LOW 14" O.C. GRADE AND BRANCHES OVER VEHICULAR TRAVEL WAYS ARE 16 MEET THE REQUIREMENTS OF THIS SECTION. ------------------------------------------------------------------------------------------·-------·------------- ® FEET ABOVE THE GRADE OF THE TRAVEL WAY. ANY TREES 3. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM t / / // -/1 5GAL TRACHELOSPERMUM JASMINOIDES STAR JASMINE MOD 24"0.C. LOCATED WITHIN A VEHICULAR SIGHT LINE MUST HAVE ALL RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED TOP OF CURB. OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY PLANTING KEYNOTES EXISTING TREES TO REMAIN ON SITE WITHIN THE AREA OF AVAILABLE. SYMBOL • DESCRIPTION WORK WILL BE PROTECTED IN PLACE. THE FOLLOWING <i> PROTECTION MEASURES WILL BE PROVIDED: • STEEL EDGING PER CONSTRUCTION PLANS 1. A BRIGHT YELLOW OR ORANGE TEMPORARY FENCE WILL -----_,.,, ............. •" --------,----,--,--, '"'" . """ ...... _ .. ._ ___ . ,_ _ _._, ". -----•. --.. ---• --------·-- BE PLACED AROUND EXISTING TREES AT THE DRIP LINE. 0 INDIGO CRUSHED BASALT CHIPS ® 2. STOCKPILING, TOPSOIL DISTURBANCE, VEHICLE USE, . --; .. , ...... --. -··---·--__________ ,. --- AND MATERIAL STORAGE OF ANY KIND IS PROHIBITED WITHIN • ·-----~ ---· <:i> THE DRIP LINE. EXISTING PLANTING TO REMAIN 3. A TREE WATERING SCHEDULE WILL BE MAINTAINED AND """""' "' .. , .. "" " '""""" --, ... , ''"'""'""-""'"''" . --------• ----... ---"""'-"""'"'"""' --.... --.. --- DOCUMENTED DURING CONSTRUCTION. 0 REPLACE I INFILL ANY DEAD LANDSCAPE WHERE 4. ALL DAMAGED TREES WILL BE REPLACED WITH ONE OF NEEDED -- - - -------- ---- --------- EQUAL OR GREATER SIZE. 0 PUBLIC RIGHT-OF-WAY NOT INCLUDED IN PROJECT ----------I SCOPE. ALL PLANTING TO BE PROTECTED IN PLACE. MULCH: ALL REQUIRED PLANTING AREAS AND ALL EXPOSED ® SOIL AREAS WITHOUT VEGETATION SHALL BE COVERED WITH MULCH TO A MINIMUM DEPTH OF 3", EXCLUDING SLOPES REQUIRING REVEGETATION PER SPECIFICATIONS. -------------------------- - - ------------ IF ANY REQUIRED LANDSCAPE INDICATION ON THE APPROVED (jJ) CONSTRUCTION DOCUMENT PLANS IS DAMAGED OR REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED AND/OR REPLACED IN KIND AND EQUIVALENT SIZE PER THE APPROVED DOCUMENTS. SOIL SAMPLES SHALL BE TAKEN FROM THE SITE AT THE LANDSCAPE ARCHITECT'S DIRECTIVE AND SENT TO A SOIL @ ANALYSIS LABORATORY TO PERFORM I PROVIDE SOIL APPROVED FOR l AGRONOMIC TEST REPORT(S) PER SPECIFICATIONS. THIS REPORT SHALL BE PERFORMED PRIOR TO START OF PLANTING. /RR/GA TION ANO PLANTING ALL PRUNING SHALL COMPLY WITH THE STANDARDS OF THE ONLY, INCLUDING Pt?EC~ISE AMERICAN NATIONAL INSTITUTE (ANSI) FOR TREE CARE @ OPERATIONS AND THE INTERNATIONAL SOCIETY OF LOCATION Of PLANT/1\/G ARBORICUL TURE (ISA) FOR TREE PRUNING. TOPPING TREES IS AREA. NOT PERMITTED. 11 AS BUIL T 11 ---·--····- RCE EXP. DATE REVIE\JED BY, LP200 -PLANTING LEGEND AND NOTES INSP[CT □ R n/\T< .un' L. .DIGA -~RT 1 528T I CITY OF CARLSBAD .. , ... ------I ! PLANNING DIVISION ! ' DIAL TOLL FREE ! nt 811 UNDERGROUND LANDSCAPE IMPROVEMENT PLANS FOR: SERVICE ALERT I OF SOUTHERN ATLEAST1WO CALIFORNIA 5759 FLEET STREET LANDSCAPE IMPROVEMENTS DAYS BEFORE YOU DIG PHASE 2 v,,>OSC4P, ,:ji f;;.<> LE"4,~/-+>c, APPROVED:A. JSJ ' i.Qj 'lo~ 1/41 ( 2-.., 0 44 "' -0 0 5' 10' 20' _ ~ -' \ -< PLANNING ., j,. \ ~,, "'- I~ ~ /~ DWN BY: o54wi_G;~~l ~ ~)'(" ,Q",:,_ Mi14f, Q~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: AF LPC2022 -0028 II or cAL'1i REVISION DESCRIPTION = NORTH DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: BL DEV2022-0215 ~ Expiration Date: C: \DRAWING FILES\ TlllE SHEETS\XXXX.DWG 7/20/2019 PART 2 PRODUCTS 2.1 SOIL AMENDMENTS A. ORGANIC SOIL CONDITIONER-HUMIC COMPOST 1. PRODUCT SHALL BE FULLY COMPOSTED 100 PERCENT RECYCLED ORGANIC PRODUCT, CONSISTING OF COMPOSTED BIO-SOLIDS AND AGED WOOD FIBER WITH PARTICLES PASSING A½ INCH SCREEN. PRODUCT SHALL BE NON-HAZARDOUS, AND CONFORM TO U.S. EPA 40 CFR 503 CRITERIA FOR CLASS "A" PRODUCT. MANUFACTURED BY AGRI-SERVICE, OCEANSIDE, CA. (USE LOW SODIUM AMENDMENTS WHEN SALTS ARE HIGH) 8. HUMATE PLUS 1. A COMMERCIALLY MINED AND PACKAGED SOIL CONDITIONER CONTAINING 40 PERCENT ORGANIC MATTER, 40 PERCENT CARBON, AND 40 PERCENT HUMIC ACIDS. MANUFACTURED BY TRI-C ENTERPRISES, CHINO, CA, (800) 927-3311. 2.2 AGRICULTURAL GYPSUM A. A COMMERCIALLY PROCESSED AND PACKAGED PRODUCT WITH A MINIMUM 90 PERCENT CALCIUM SULFATE DIHYDRATE (CASO42H2O) AND MINIMUM 14 PERCENT SULFUR (S). GYPSUM SHALL BE FREE FLOWING, FINE GRANULAR FORM WITH 100 PERCENT PASSING A 10 MESH SCREEN. PRODUCT SHALL BE ENVIRONMENTALLY SAFE AND PRODUCED SPECIFICALLY FOR AGRICULTURAL OR LANDSCAPE USE. 8. GRANULAR FERTILIZER 1. FERTILIZER SHALL BE "GRO POWER PLUS 5-3-1 W/M", NO KNOWN EQUAL. 2. FERTILIZER SHALL BE DELIVERED TO THE SITE IN ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. WET OR CAKED FERTILIZER IS NOT ACCEPTABLE. C. PALM TREE FERTILIZER 1. FERTILIZER SHALL BE "GRO POWER PALM AND TROPICAL FERTILZER 9-3-9" (NO KNOWN EQUAL). 2. FERTILIZER SHALL BE DELIVERED TO THE SITE IN ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. WET OR CAKED FERTILIZER IS NOT ACCEPTABLE. D. EZ WET 26% SPRAYABLE SOIL PENETRANT 1. A COMMERCIALLY PRODUCED ORGANIC BIO-DEGRADABLE NEUTRAL PH SOIL PENETRANT PACKAGED IN LIQUID FORM. E. REFER TO SECTION 32 93 00 PLANTS FOR ADDITIONAL SOIL AMENDMENTS USED AT PLANTING PITS INCLUDING FERTILIZER TABLETS AND MYCORRHIZAL INCOCULUM. 2.3 PRE-EMERGENT HERBICIDES D. PRE-EMERGENT HERBICIDES SHALL BE A WETTABLE POWDER OR GRANULE TYPE PRODUCT, SUITABLE FOR USE WITH THE GROUNDCOVERS SPECIFIED ON THE PLANS AND SUITABLE FOR USE WITH THE ON-SITE SOIL. E. HERBICIDES SHALL BE SELECTED FOR CONTROLLING THE WEEDS INDIGENOUS TO THE SITE. F. HERBICIDES SHALL COMPLY WITH REQUIREMENTS OF LOCAL AND STATE AGENCIES HAVING JURISDICTION OVER THE PROJECT. 2.4 AMENDMENTS FOR BID A. QUANTITY AND PROCEDURE ADJUSTMENTS MAY BE REQUESTED BY THE LANDSCAPE ARCHITECT, AFTER REVIEWING OF THE AGRICULTURAL SOIL ANALYSIS REPORT. ADJUSTMENTS BY THE LANDSCAPE ARCHITECT WILL ISSUED IN WRITING. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE TO BE USED AS THE BASIS FOR BIDS: 2.5 1. SOIL AMENDMENTS FOR PLANTING AREAS WITH GRADIENT LESS THAN 2:1 IN SLOPE. QUANTITY PER 1,000 SQUARE FEET: 4CU. YDS. 50 LBS. 150 LBS 25 LBS. 802. ORGANIC SOIL CONDITIONER HUMATE PLUS GRANULAR FERTILIZER (GROPOWER PLUS FERTILIZER W/ M) AGRICULTURAL GYPSUM EZ WET (IN 12 GALLONS OF WATER) 2. SOIL AMENDMENTS FOR 2:1 SLOPES. QUANTITIES PER 1000 SQUARE FEET: 1/3 CU. YDS. ORGANIC SOIL CONDITIONER 150 LBS 802 GROPOWER PLUS FERTILIZER CONTROLLED RELEASE (3-4 MONTH) EZ WET SOIL PENETRANT 3. REFER TO SECTION 329300 PLANTS FOR BID AMENDMENTS FOR PLANT PIT BACKFILL MIX. IMPORTED TOPSOIL A. IMPORTED SOIL SHALL BE CLASS A TOPSOIL AS DEFINED UNDER SECTION 212-1.1.2 OF THE STANDARD SPECIFICATIONS. PROVIDE SOIL FREE OF SUBSOIL, BRUSH, OBJECTIONABLE WEEDS, SEEDS, ROCKS, ORGANIC OR INORGANIC DEBRIS, SILT, AND CLAY, TOXIC SUBSTANCE, ORGANIC OR INORGANIC; SOIL STERILANTS; SAL TS; AND SOIL REMOVED FROM ROAD BED EXCAVATIONS. B. THE CONTRACTOR SHALL FURNISH UPON THE REQUEST OF THE LANDSCAPE ARCHITECT A SOILS REPORT MADE FROM THE INTENDED IMPORT BY AN APPROVED AGRICULTURAL LAB. THE REPORT SHALL INCLUDE PH, N-P-K, SAR, MINERALS, MICRO-NUTRIENTS, EGE, BORON LEVELS, SOIL PARTICLE SIZE, AND TEXTURAL ELEVATION. SOIL IMPORTED TO SITE AND FOUND TO BE UNSUITABLE BY THE LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE SITE AND REPLACED WITH AN APPROVED SOIL AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PAY EXPENSES FOR SOIL TESTING OF IMPORT MATERIALS. 2.6 BIOSWALE SOIL A. BIOSWALE SOIL SHALL BE ONE OF THE FOLLOWING: 1. 2. "A-1 Bioswale Soil" by Hanson Aggregates "Bio-Swale Mix" by Earthworks Soil Amendments, Inc. (951) 782-0260 C: \DRAWING FJLES\111LE SHEETS\XXXX.DWG 7/20/2019 PART 3 EXECUTION 3.1 GENERAL A. PLANTING OPERATIONS SHALL NOT COMMENCE UNTIL COMPLETION OF CONSTRUCTION WORK, GRADING, SOIL PREPARATION, WEED CONTROL, AND SPRINKLER INSTALLATION. B. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL INCLUDING AUTOMATIC CONTROLLER, BEFORE COMMENCING PLANTING OPERATIONS. 3.2 AGRICULTURAL SOIL TESTING A. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTION OF SOIL PH, NUTRIENT LEVELS, AND CHEMICAL BALANCE UNTIL FINAL ACCEPTANCE BY THE OWNER. B. SOIL SAMPLES SHALL BE TAKEN FROM FIVE (5) SEPARATE LOCATIONS OR AS INDICATED ON THE DRAWINGS AND SUBMITTED TO A SOIL ANALYSIS LABORATORY. SEPARATE RESULTS SHALL BE PROVIDED FOR EACH OF THE 3 SAMPLES, WITH EACH HAVING ITS OWN INDIVIDUAL LETTER OR NUMBER TO IDENTIFY IT. INCLUDE WITH THE SAMPLES, A DESCRIPTION OF THE PROPOSED PLANTING, A REDUCED SCALE SITE PLAN SHOWING WHERE EACH SAMPLE WAS TAKEN WITH ITS LETTER OR NUMBER SHOWN, AND THE TYPE OF ORGANIC AMENDMENT TO BE USED. C. THE ANALYSIS REPORT SHALL INCLUDE PH, N-P-K, SAR, EGE, BORON LEVELS, PERCOLATION RATES, AND SOIL PARTICLE SIZE AND TEXTURAL EVALUATION (% OF SAND/SILT/CLAY). THE REPORT SHALL INCLUDE RECOMMENDATIONS FOR AMENDMENTS, FERTILIZERS, APPLICATION RATES, AND PROCEDURES FOR CONDITIONING THE SOIL. D. THE LANDSCAPE ARCHITECT SHALL REVIEW THE ANALYSIS REPORTS PRIOR TO ORDERING AMENDMENTS. E. ACCEPTABLE LABORATORIES OFFERING SOIL TESTING SERVICES ARE: 1) WALLACE LABORATORIES, 365 CORAL CIRCLE, EL SEGUNDO, CA 90245, 310-615-0116. 2) SOIL & PLANT LABORATORIES, P.O. BOX 6566, ORANGE, CA 92883, 714-282-8777. 3.3 PERCOLATION TESTS A. TEST FOR PERCOLATION PRIOR TO SENDING SOIL SAMPLE TO ANALYSIS LABORATORY. B. AUGER FIVE (5) HOLES FOUR (4) FEET DEEP AT LOCATIONS DETERMINED BY THE LANDSCAPE ARCHITECT. FILL HOLES WITH WATER TO ONE HALF THE DEPTH OF EACH HOLE. LET DRAIN. C. ONCE HOLES HAVE DRAINED, FILL HOLES AGAIN TO ONE HALF THE DEPTH OF EACH HOLE. D. RECORD DROP IN WATER LEVEL AT THIRTY (30) MINUTE INTERVALS FOR MAXIMUM OF SIX HOURS (6) OR UNTIL THE WATER HAS PERCOLATED. E. SUBMIT MONITORING RESULTS IN A CHART FORMAT TO LANDSCAPE ARCHITECT FOR REVIEW. EACH TEST LOCATION SHALL BE SHOWN ON A REDUCED SCALE SITE PLAN WITH A LETTER OR NUMBER IDENTIFYING ITS LOCATION. THE CHART SHALL CLEARLY INDICATE THE TOTAL NUMBER OF INCHES OF PERCOLATION PER TEST LOCATION OVER THE SIX HOUR PERIOD. WHEN THE PERCOLATION RATE IS ONE (1) INCH PER HOUR OR LESS, THE LANDSCAPE ARCHITECT WILL REQUEST ALTERNATIVES WITH COST FOR IMPROVING PERGOLA TION AND DRAINAGE OF THE PLANTING AREA. 3.4 WEED ABATEMENT A. IN AREAS DESIGNATED TO RECEIVE AMENDMENTS, IRRIGATE NORMALLY FOR TWO WEEKS TO GERMINATE WEED SEEDS. APPLY CONTACT HERBICIDE PER MANUFACTURER'S INSTRUCTIONS. B. REPEAT THE APPLICATION OF HERBICIDE WHEN WEEDS REMAIN OR NEW WEEDS APPEAR ONE (1) WEEK AFTER INITIAL APPLICATION. C. CLEAR AND GRUB DEAD WEEDS AND ORGANIC DEBRIS PRIOR TO COMMENCING TOPSOIL PLACEMENT OR SOIL PREPARATION. 3.5 TOPSOIL PLACEMENT A. REFER TO THE DRAWINGS FOR AREAS TO RECEIVE, AND THE DEPTH OF TOPSOIL. 8. THE TOPSOIL SHALL BE PLACED IN MAXIMUM 6 INCH LIFTS WITH THE FIRST LIFT PLACED AND TILLED INTO THE TOP 6 INCHES OF THE EXISTING SOIL. PRIOR TO PLACING EACH LIFT, THE AREA SHALL BE THOROUGHLY MOISTENED BUT NOT SATURATED. EACH SUCCEEDING LIFT SHALL BE PLACED AND COMPACTED TO UNTIL THE FINISHED GRADES INDICATED ON THE DRAWINGS ARE ACHIEVED. C.. THE FINISHED GRADES SHALL BE FREE OF DEPRESSIONS, HUMPS, ROCKS, DEBRIS, AIR POCKETS, AND READY TO RECEIVE SOIL AMENDMENTS. 3.6 SOIL PREPARATION A. IN PLANTING AREAS WITH A GRADIENT LESS THAN 2:1, MECHANICALLY RIP OR HAND TILL THE AREA IN TWO DIRECTIONS TO A MINIMUM DEPTH OF 6 INCHES. B. REMOVE ROCK AND HARD CLODS 2 INCHES IN DIAMETER AND LARGER, REMOVE CONSTRUCTION DEBRIS, ROOTS, STUMPS, TRASH AND OTHER DELETERIOUS MATERIALS FROM THE TOP 6 INCHES OF SOIL. C. APPLY SOIL AMENDMENTS, FERTILIZERS, AND CONDITIONERS EVENLY AND AT THE SPECIFIED APPLICATION RATES. D. FINE GRADE TO CONTOURS AND SPOT ELEVATIONS SHOWN ON DRAWINGS. 3.7 LANDSCAPE FINISH GRADING A. FINISH GRADING SHALL ESTABLISH FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. FLOW LINES AND GRADIENTS SHALL BE ESTABLISHED FROM THE HIGH POINT TO THE DRAINAGE STRUCTURE OR OUTFALL AREA. FINISHED GRADES SHALL BE OF UNIFORM SLOPE AND GRADE BETWEEN POINTS OF FIXED ELEVATIONS OR ELEVATION CONTROLS. FLOW LINES SHALL HAVE A MINIMUM 2 PERCENT GRADIENT FROM HIGHPOINT TO INLET OR OUTFALL AREA. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT WHEN GRADES OR FLOW LINES CONFLICT WITH OTHER CONSTRUCTION OR WHEN POSITIVE DRAINAGE IS NOT ACHIEVABLE AND REQUEST A RESOLUTION. FAILURE TO REPORT THE CONFLICTS PRIOR TO PLANTING SHALL RESULT IN REMOVING THE PLANT MATERIAL, RE-GRADING TO CORRECT THE DISCREPANCY AND REPLACEMENT OF THE PL.ANT MATERIAL AT NO COST TO THE OWNER. B. UNLESS NOTED OTHERWISE, FINISHED GRADES ALONG WALKWAYS AND CURBS SHALL MAINTAIN A CONSTANT RELATIONSHIP BETWEEN THE FINISHED PAVING AND FINISHED GRADE. FINISHED GRADE FOR LAWN AREAS SHALL BE 1 INCH BELOW SIDEWALKS AND CURBS. FINISHED GRADES FOR MULCH OR GROUND COVER AREAS SHALL BE 2 INCHES BELOW SIDEWALKS AND CURBS. C. FINISHED GRADES SHALL BE FLOATED TO A UNIFORM SURFACE FREE OF IRREGULAR DIPS, HUMPS, VALLEYS OR RIDGES. REFER TO SECTION 02925 FOR ADDITIONAL REQUIREMENTS FOR PREPARING LAWN AREAS. D. THE FINISHED GRADES SHALL MAINTAIN DRAINAGE AWAY FROM BUil.DiNGS, STRUCTURES, WALLS, PAVING, AND TOWARDS DRAIN INLETS OR OUTFALL AREAS. FLOW LINES SHALL BE ESTABLISHED TO DRAIN WATER FROM BEHIND WALLS AND TOWARDS DRAIN STRUCTURES. E. WHEN NO COMPACTION RATE FOR PLANTING AREAS IS SPECIFIED GEOTECHNICAL REPORT OR WHEN NO REPORT IS AVAILABLE, COMPACT TURF AND GROUNDCOVER AREAS A MINIMUM 85 PERCENT TO A MAXIMUM 90 PERCENT RELATIVE DENSITY OR AS SHOWN ON DRAWINGS OR SPECIFIED ELSEWHERE. 3.8 LIGHT WEIGHT SOIL INSTALLATION: A. REFER TO DRAWINGS AND DETAILS FOR DEPTH AND PLANTER AND RECEIVING LIGHTWEIGHT SOIL. B. IN AREAS DESIGNATED TO RECEIVE LIGHTWEIGHT SOIL, INSTALL IN 6 INCH LIFTS AND COMPACT TO 90% PROCTOR DENSITY AASHTO T-99. SECTION 329449 -TREE DRAINAGE SYSTEM PART 1 GENERAL 1.1 RELATED DOCUMENTS END OF SECTION A. THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. 1.2 SCOPE OF WORK A. FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PROVIDE, AND INSTALL, PLANT PIT BREATHER TUBES AS DESCRIBED HEREIN AND UPON THE DRAWINGS. 1.3 RELATED SECTIONS A. SECTION 328400 -PLANTING IRRIGATION B. SECTION 329113 -SOIL PREPARATION LP403-PLANTING SPECIFICATIONS APPROVED F()R /RR/GA TION ANO PLA/\/Tlt\JG ONLY, INCLUDING PRECISE LOCATION OF PLAt\JTING AREA. 11 AS BUil_ I 11 RCE __ _ EXP,____ DATE REVIE\JED BY: INSPECTOR DATE DIGa RT ~2 CITY oF CARLSBAD . , t-----+--+---------------+----+--1------+----l ~ PLANNING DIVISION DIAL TOLL fREE :,. r T,-; :;:::::;:::::_::'..,'.;:::::::::::::::::::::=:::::::::===::::::::::==========='. 811 UNDERGROUND t-----+--+---------------+-----+--1----+-----I LANDSCAPE IMPROVEMENT PLANS FOR: SERVICE ALERT ATLEASTTWO g:u~~~.~;RN >-----+--+---------------+-----+--1----+----I 5759 FLEET STREET LANDSCAPE IMPROVEMl:NTS 1_DA_vs_ae_,oo_,_vDu_D,:'.G ~~;:::------if-----t--f-----------------j--+--1--+--I PHASE 2 @5C.<\P£" ,81 .,.,,.'O LE~.<,; ".-18 :!,~ 4'~ ~~~~ 'a .. "lh.. .. ~ 1,.. :'fr,e . 3-31JJJ.~ OF' CAU'i Expiration Date: -----+---+---------~---t----+---+--f---f-----1 I APPROVED~~/~ . --~~~-(JL~~=-t,>------· q{z,(z~ 1----+--t----------------1------+------1~---+-----t PLANNING ;;D;:W-;;:;N:::;B;:Y;:::: ~A;,:;:.,,_i=.,,~~~-;:========:;::D=R=A=W=I N=G=N=O='.. I CHKD BY: ~AF__ LPC2022-0028 DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD By·. BL DEV2022-0215 54Q-8i ' =~-'-'--='===I ·-'