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DWG 333-2Q; CT 94-09; LEGOLAND ROUGH GRADING; 01-34
TA1s SI--\-E'ET REPLACED B'f S+-IE.E.TS 6, 7 OF CRAWIN.G- N'7. 333-2.QA Tl-\\$ SHEET REPLACED BY Sl-lEETS '6,'f oi: DR/!>.WING No. 333-2QA • Ill T!-1\S AS-1?,l..lll"T DR-AWING-#333·2Q \ 5 ~01<-ARf:A ONL--1. RcFEll TO DRAWING-No. 333-2QA FOR P-.E MA IN I ~G-, ARE A 'c. SH DW N HER i;. ~' '•., ' '·,./~ 7 Tl-!15 51-lEET REPLACED~'/ SHEETS 24 1 25 OF 0RAWING- No. 33 3-2.QA TUIS S+\1::.El REPLAC.'ED BY SI-IEETS 2&>, 2.8 OF DR.AWING-- No.. .3'.'J3-2q A TU\5 $f--\EET ~E!'L-AC61) S'/ $11!:t.TS 23 29 OF DRAWING- r--------------,.'-i~ 1\1 o. 3 :-3-2. q A ~ ' 15/29 12/26 11/25 0 250' 500' KEY PLAN T 1-1 l 5 SI-IE E1 R. E PL.A e,_1:, I) 'B'I SHEETS 21, 2.fi\2.9 OF DR.AVVING. l\.lo. 333-2.QA Tl-l\5 SHEET REPLAC.Etl ii 51--\EETS 16, 2.1 1 2.2. OF DP.A \/VINC... No. 333-aq A T-1-tlS S--1--\E.ET !l.cf'LAC.E.D ~'/ 51-!EETS 201 22,23 OF DRAWING. No. 333-2QA NORlH E9 IRRIGATION AND PLANTING FOR LEGOLAND CARLSBAD OUTER PARK SETBACKS -ROUGH GRADING LIST OF DRAWINGS TITLE SHEET 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 RECLAIMED WATER NOTES IRRIGATION NOTES AND LEGEND IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIAGTION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN 30 PLANTING DETAil.S AND SCHEDULE 31 SPECIFICATIONS 32 SPECIFICATIONS 33 SPECIFICATIONS 34 SPECIFICATIONS APPROVED: ~ha~&;, !:lzn,d._ 0 500" ••• •• ENGINEERING PLANCHECKER • N0R1H 1,000' EB ~bof_ot.---:i: DATE: '.',-11-nn -<mJ Ac. "-"t':'I ,._,,_v,s•o••s SASAKI Sasaki Associates, 703 Palomar Airport Road Suite 170 Co,lsbod. CA 92009 Inc. ,. "' ., .. " LEGOLAND Carlsbad & -._______;,-I.==--"--"--'"--~ -lLl!...A.~..!!._____,~ ~ \ \I-, p M f'----LlA R~ VICINITY MAP APPROVED FOR PLANTING "" " ... "' .. -..... ,, .. .. .. 11 AS BUIL T11 AND IRRIGATION ONLY Qo.Ji.u2.1J. ½~ ~-Z3r99 INCLUDING PRECISE }ATE RCE EXP, LOCATION OF PL~~ING AREAS RL,1Blik /4,j.Cf<q INSPECTOR DATE 14 -I A<!!' 1.-P:, ' I SH~ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT '4 IBRIGATION AND PLANTING PLANS FOR: LEGOLAND Carlsbad OUTFR PA/i?K SETBACKS-ROUGH GRADING * \+---tiif,; '-:':_::'t--=-~=-PF·/-/ * Artt 0e ~ ~ia20c:J -sD2ltJ.r ASST. PLAN~~TOR EXPIRES D~TE1 " , " f OFCAl~ . ' -. ,. . ' . .. OWN BY: JWO DATE INITIAL PROJECT NO. DRA'NING NO. DATE INITIAL DATE INITIAL CHKD BY: TPB ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 94-09-03 333-20 .. -CMWD 94-201 (@ I RECLAIMED WATER NOTES 1, ALL WORK SHALL BE DONE 1N ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCTOBER 1993. 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECLAIMED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC, 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE, PONDING, RUN-OFF, OVER SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AN'D POTABLE WATER LINES ARE STRICTLY PROHIBITE~. 6. NO SUBSTITUTION OF PIPE MATERIALS W LL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MA 1 NLl~E PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. •8. •THE IRRIGATION SYSTEMS SHALL BE RUN BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM. Tr·E FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QIJALIFIED SUPERVISION PERSONNEL ON SITE. . LANDSCAPE IMPROVEMENT PLANS RECLAIMED WATER SYSTEM (PAIVA TE) LEGOLAND Carlsbad CARLSBAD, CALIFORNIA SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2''X11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. INSPECTION PROCEDURES I. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES 8. TRENCH DEPTH C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) D. PIPE IDENTIFICATION (P.O.C.S) POINTS OF CONNECTION ~G CANNON RO f{-_ AO FUTURE CANNON ROAD GUIDELINES FOR RECLAIMED WATER USE. E. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS F. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION. ____ ,-;;_==;:llr/il•~ 9. PROVID!: A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECLAIMED WATER W"IETHER BY WINDBLOWN SPRAY OR DIRECT APPLICATION THROUGH IRRIGATION OR OT'IER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALKS, s·REETS AND NON-DESIGNATED USE AREAS. 12. RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS (SPIKES NOT EXCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND "?EGULATIONS, 13. '1ETER SHALL BE SIZED BY THE CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING "NON-POTABLE WATER" OR "RECLAIMED WATER," COLOR CODED (PURPLE) AND LAID WITH WARNl'IG TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE AND RECLAIMED WATER PIPES SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARDS THE TOP OF THE TRENCH, 16, WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10-FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MuST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. '8. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. • 19 •DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECLAIMEJ WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: 21. •22. •23 24. 25. 26. RECLAIMED WATER: QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL HAVE ACME -YPE THREADS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANE'ITLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 76-45, HUNTER NO. HVl OOA-RL-NP OR APPROVED EQUAL. AN ANNUAL CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. •DEVELOPER SHALL SHOW "RECLAIMED WATER DO NOT DRINK" SIGN LOCATIONS ON THESE PLANS. •AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO CARLSBAD MUNICIPAc WATER DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. IN CASE OF EMERGENCY CONTACT DAVID CATTLE OR AFTER HOURS CONTACT DAVID CATTLE NAME NAME AT (8191 438-111570 PHONE NUMBER AT (8191 438-5570 PHONE NUMBER SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON THE PLANS. ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION 404954 OF THE CALIFORNIA HEAL TH ANl SAFETY CODE. ALL FIRE LATRALS ANQ SEWER LATERALS WITHIN THE RECLAIMED WATR PROJECT AREA SHALL BE SHOWN ON THE PLANS. ITEM NOS. 8, 19, AND 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER ITEM NO. 22. THE SIGNAGE PLANS SHALL BE A PART OF THIS I.P. BUT THE ACTUAL SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECLAIMED WATER. TYPICAL SIGNS ~BLACK LOGO !PURPLE BACKGROUND 1'' BLACK LETTERS 1, IRRIGATE BETWEEN THE HOURS OF I 0:00 PM AND 6:00 AM ONLY, WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUNOFF, POOLING AND PONDING, THE APPLICATION RATE SHALL NOT EXCEE'.J THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED TO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE, BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT, 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OR THE PRESENCE OF RECLAIMED WATER PERSONNEL MUST BE INFORMED THAT RECLAIMED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL, WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO AND APPROVED BY THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7, ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. 8, 11. 1 8" (NTS) A, TAGS SHALL BE WEATHERPROOF PLASTIC 3'X4'' PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1, ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT, ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATING PERSONNEL USING THE EQUIPMENT. I I 36" (NTS) I WARNINO RECLAIMED WATER DO NOT DRINK I WARNING RECLAIMED WATER DO NOT DRINK RECLAIMED WATER AVISO • AQUA IMPURA NO TOMAR AVISO -AQUA IMPURA NO TOMAR AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND DISTRICT, AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL. II. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER 8, WARNING SIGNS AND LABELS C. QUICK COUPLING VALVES D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS CONNECTION Ill. ANNUAL INSPECTION SHALL INCLUDE A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B AND PART G OF THE DISTRICT'S FINAL INSPECTION. CARLSBAD RANCH \ \ LOCATION OF IIRIOATION WATER METER AND BACKFLOW PREVENTER ,____,.,. FOR RECLAIMED WAT~ SYSTEM .,._ SCALE 1'•400'-0' ARMADA D~-------11 VICINITY MAP U!QOUID """"'"" DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF THE WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE SUPPRESSION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. SASAKI ASSOCIATES FIRM TODD P. BENNITT -- LANDSCAPE ARCHITECT -~O~_':'._~_OMAR AIRPORT RD .. CARLSBAD ADDrsnµ~ siGNAtuRE ---- • 1413 ---LICENSE NO. 18 JAN 97 DATE C819l803·878!1 PHONE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER, AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. . -AREA OF PROPOSED RECLAIMED WATER LEGEND -w-EXISTING DOMESTIC WATER SYSTEM IN ARMADA ROAD -RW-EXISTING RECLAIMED WATER SYSTEM IN ARMADA ROAD -•-PROPOSED RECLAIMED IRRIGATION WATER SYSTEM (ON-SITE) [!I PROPOSED IRRIGATION RECLAIMED WATER METER ■ PROPOSED IRRIGATION RECLAIMED BACKFLOW PREVENTER • "DO NOT DRINK" SIGN LOCATIONS REFER TO SHEET 1 FOR SHEE:T LAYOUT '' AS BUILT" (\)a,&\Ut•¼ ½>ri~ RCE __ _ EXP. ___ _ DATE APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS ~-/ ·°!1 INSPECTOR DATE @P SASAKI l---+--f-------------+---+---+---+-~ I SH2EET I CITY OF CARLSBAD I SHEE:s I PLANNING DEPARTMENT ,_,.,. :=====:.==:=========-=== IRRIGATION PLANS F'OR d.d. Pagano, Inc. IRRIGATION CONSULTANTS 4105 CA.ST CHAPMN\I AVENUE ORANGE -CA 92669 (114) 771-9200 FAX (714) 771-9'202 Sasaki Associates, Inc. 703 Palomar Airport Rood Suite 170 Carlsbad, CA 92009 LEGOLAND Carlsbad OUTER PARK SETBACKS-ROUGH GRADING SAN DIEGO COUNTY DEPARTMENT OF CARLSBAD MUNICIPAL WATER DISTRICT t----+---+--------------t---+---+--t------11 AP~ Q~~ .. q:i •. 2" BLACK LETTERS (517F) 17"X 36" 060 ABS PLASTIC 0~ STICK ON VINYL SIGf6 ALSO O 16 A .. UMINUM 1" BLACK LE'TERS (SIZE) 18" X 18" 016 ALUMINUM, 060 ABS PLASTIC OR STICK ON VINYL SIGNS E:e:v:tt H~y ·~ APPROVED BY: ~; (~n, ... ...., WILLIAM E. PLUMMER DISTRICT ENGINEER R.C.E. 28176 3· 1-e-97 DATE DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL . etti'-ENG!NEffi PE EXPIRES DWN BY: mp,ddp CHKD BY: ~d=dp~- RVWD BY: PROJECT NO. CT 94-09-03 DRAWING NO. 333-20 CM'wD 94-201 i I = LOW HEAD DRAINAGE NOTE, DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEADS WILL NOT BE ALLOWED. SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF ANTI-DRAIN DEVICES TO PREVENT LOW HEAD DRAINAGE. THE CONTRACTOR SHALL INSTALL A RAINBIRD T-4C 4" POP-UP T-BIRD ROTOR HEAD IN LIEU OF A SHRUB ROTOR AND SHALL INSTALL A RAINBIRD 1804-SAM-PRS 4" POP-UP SPRAY HEAD IN LIEU OF RAINBIRD PA-8S-PRS SHRUB HEAD AS NECESSARY TO PREVENT LOW HEAD DRAINAGE. DURING THE COURSE OF CONSTRUCTION THE CONTRACTOR SHALL CHANGE OUT SPRINKLER HEADS AS REQUIRED AT ANY SPRINKLER HEAD SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERA TED FROM AN ON TO OFF POSITION. CHANGE OUT OF SPRINKLER HEADS SHALL BE INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER. SPRAY HEAD NOZZLE INFORMATION WHEN INSTALLING SPRINKLER HEADS USING RAINBIRD 1800 SERIES NOZZLES TIHAT REQUIRE ARC PATTERNS OTHER THAN THE STANDARD ARC PATTERNS (360 , 180 , 90 , ETC.) THE CONTRACTOR SHALL USE RAINSIRD VARIABLE ARC NOZZLES (VAN) IN LIEU OF STANDARD ARC NOZZLES. RADIUS OF VAN NOZZLES SHALL BE SELECTED TO MATCH SITE CONDITIONS. EXAMPLE: USE 8-VAN WHEN 8 FOOT RADIUS IS REQUIRED OR A 12-VAN WHEN A 12 FOOT RADIUS IS REQUIRED. OBSTRUCTIONS WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACKIR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO TIHE OWNER. (TYPICAL) POP-UP SPRINKLER HEADS IN ADDITION TO TIHOSE POP-UP TYPE SPRINKLER HEADS SHOWN ON THE DRAWING, IT IS THE INTENT OF THIS IRRIGATION SYSTEM DESIGN THAT ANY SPRINKLER HEAD WITIHIN TEN (10) FEET OF ANY PEDESTRIAN OR VEHICULAR TRAFFIC AREA. PCS SELECTION CHART DESCRIPTION FLAT SPRAY LOW ANGLE SPRAY 15° TRAJECTORY STD. ANGLE SPRAY 30° TRAJECTORY MODEL GPM COLOR 8F -FLT SH-FLT BT-FLT SQ-FLT 10F-LA !OH-LA PCS-020 0.2 Brown 3' 4'-5' 10T-LA 3' 100-LA 5' 12F 12TQ 12TT 12H 12T 120 3' STREAM BUBBLER 5F-B 2" SH-B 50-B SCST-B 5" 12" 12" PCS-030 0.3 Silver 3' (160 ~ 4' 4'-5' 4' 4" 6" +18" +18" PCS-040 0.4 Oronge 6" Bub. 4'-6' s· +B' 1' Bub. s· 7' +10' 8' 8' 8' 7" +18" 4' 4' PCS-060 0.6 Block 2' Bub. 7' +8' 3' 7' +10· 1' Bub. 4' 8' 10' +12' 12" 4' PCS-090 0.9 White 3' +8' 4' +10' 2' Bub. 6' 10· +12' +18" PCS-125 1.25 Green s· 5' 6' 8' 8' +12' 30" WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD \IHH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR LOW FLOW AND RADIUS CONTROL. SELECT SCREEN ON CHART ABOVE FOR PROPER RADIUS. I I I I PCS-175 1.75 Yellow +8' +10' 7' +12' +12' IRRIGATION EQUIPMENT LEGEND SYMBOL MANUFACTURER -RAINBIRD -RAINBIRD ■ FEBCO MODEL NO. CCU ESP-SAT 825D DESCRIPTION CLUSTER CONTROL UNIT PEDESTAL MOUNTED IN STAINLESS STEEL CABINET FIELD SATELLITE PEDESTAL MOUNTED IN STAINLESS STEEL CABINET. FIELD SA TELITE SHALL HAVE SCREW IN MOV'S ON TERMINAL STRIP, -SIZE NOTED. REDUCED PRESSURE TYPE BACK FLOW PREVENTER ASSEMBLY -4" -INSTALL PER CMWD STANDARD DRAWING #W-20 DATA INDUSTRIAL SEE SPECS IRRIGATION MAINLINE FLOW SENSOR. ---1'-i- RAINBIRD CLAYTON NELSON NIBCO KING BROS. CHRISPIN PEB-B-PRS-B PRESSURE REGULATING ELECTRIC CONTROL VALVE -SIZE NOTED. 93G-01-ASJ NORMALLY OPEN MASTER VALVE WITH 24 VOLT SOLENOID -SIZE NOTED 7645 QUICK COUPLING VALVE WITH LOCKING PURPLE VINYL COVER FOR RECLAIMED WATER-1" T-113 "KSC" IC10A SERIES GATE VALVE WITH BRONZE CROSSHANDLE FOR VALVES 2 1 /2" AND SMALLER AND NIBCO F-619 SERIES GATE VALVE WITH 2" OPERATING NUT FOR VALVES 3" AND LARGER -SIZE NOTED SERIES SWING CHECK VALVE -LINE SIZE AIR RELIEF VALVE -2" ---BURIED PRESSURE MAIN LINE PIPING -USE PVC CLASS 200 WITH RING-TITE JOINTS FOR SIZES 4" AND LARGER PVC CLASS 315 FOR SIZES 2• THRU 3" AND PVC SCHEDULE 40 FOR SIZES 1-1 /2" AND SMALLER -SIZE NOTED - USE PURPLE COLOR PIPE FOR IRRIGATION LINES USING RECLAIMED WATER BURIED NON-PRESSURE LATERAL LINE PIPING -USE PVC CLASS 200 FOR LATERAL LINE PIPING INSTALLED WITHIN PLANTING AREAS AND PVC SCHEDULE 40 FOR LATERAL LINE PIPING INSTALLED UNDER PAVED AREAS -SIZE NOTED - USE PURPLE COLOR PIPE FOR IRRIGATION LINES USING RECLAIMED WATER -CCC-COMMUNICATION GABLE & CONDUIT -2" PVC SCHEDULE 40 PRO~DED AND INSTALLED BY IRRIGATION CONTRACTOR. CONTROL WIRE SLEEVE UNDER PAVED AREA -SEE NOTE BELOW -SIZE NOTED --~ PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDER PAVING -SEE NOTE BELOW -SIZE NOTED -FS -FLOW SENSOR CABLE IN PVC SCHEDULE 40 CONDUIT -SIZE NOTED ----INDICATES PROPERTY LINE ~---!-INDICATES CCU LETTER DESIGNATION r+--f~~ INDICATES FIELD SATELLITE / CCU CHANNEL NUMBER INDICATES FIELD SATELLITE STATION NUMBER L-t•:::!:::::::•:::::l._j_lNDICATES FLOW IN G.P.M. INDICATES VAL VE SIZE ---+-INDICATES CCU LETTER DESIGNATION. r+--f~;:! INDICATES FIELD SA TEL.LITE / CCU CHANNEL NUMBER. INDICATES FIELD SATELLITE STATION NUMBER. L-j'::::::::::' ~ INDICATES MASTER VALVE (MCV), INDICATES MASTER VALVE SIZE. ---+-INDICATES CCU LETTER DESIGNATION. r+--f~;::t INDICATES DECODER CHANNEL NUMBER. • -• -• INDICATES DEVICE TYPE, FLOW SENSOR (FS) OR RAIN BUCKET (RB). NOTE, USE RECLAIMED WATER LIDS FOR ALL VALVE BOXES SLEEVING NOTE• 1, FOR MAINLINE, LATERAL LINE, OR WIRING UNDER VEHICLE PAVING, USE PVC SCHEDULE 80 WITH 30'' COVER. 2. FOR MAINLINE OR WIRING UNDER PEDESTRIAN PAVING, USE PVC SCHEDULE 40 WITH 18" COVER. 3. FOR LATERAL LINE UNDER PEDESTRIAN PAVING, USE PVC SCHEDULE 40 WITH 12" COVER 4. EACH SLEEVE EXTENDS 6'PA&T CURB ANO MA RKEO WITH AN •:i:" IRRIGATION SPRINKLER LEGEND SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M PS.I PATTERN @ RAINBIRD T-12-SAM-FC 12"POP-UP ROTOR HEAD T-40-6.0 RC 35• FT. 7.1 45 FULL CIRCLE @) T-12-SAM-FC @) T-12-SAM-FC @ T-12-SAM-FC @) T-1 2-SAM-FC @ T-12-SAM-FC @) T-12-SAM-FC @) T-12-SAM-FC @ T-12-SAM-FC @ T-12-SAM-FC @ T-12-SAM-FC @) T-12-SAM-FC @ T-S-FC @ T-S-PC @ T-S-PC @ T-S-FC @ T-S-PC @ T-S-PC @ T-S-FC @ T-S-PC @ T-S-FC @ T-S-PC @ T-S-PC @ T-S-PC @) 65PJADJ-TNT @ 35A-TNT @ 25BPJ-ADJ ♦ 1812-SAM-PRS _... 1812-SAM-PRS • )8( "' 1812-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS 1812-SAM-PRS PA-BS-PRS PA-8S-PRS PA-8S-PRS PA-8S-PRS PA-8S-PRS PA-8S-PRS PA-8S-PRS PA-8S-PRS PA-8S-PRS PA-8S-PRS PA-8S-PRS PA-8S-PRS ROTOR SHRUB HEAD IMPACT HEAD l l 12" POP-UP SPRAY HEAD SHRUB SPRAY T-40-3.0 RC 35• T-40-2.0 RC 35• T-30-5.D 30• T-30-2.5 30• T-30-1.3 30• T-30-4.0 25• T-30-2.0 25• T-22-2.5 22• T-22-1.3 22• T-22-0.65 22• T-22-1.0 17• T-40-6.0 RC 35• T-40-3.0 RC 35• T-40-2 0 RC 35• T-30-5.0 30• T-30-2.5 30• T-30-1.3 30• T-30-4.0 25• T-30-2.0 25• T-22-2.5 22• T-22-1.3 22• T-22-0.65 22• T-22-1.0 17• 16 57• 12 49• 10 41* 15F 15 15H 15 150 15 12F 12•* 12H 12-u 120 12""' 1 OF-LA 1 D•• 1 OH-LA 1 o** 100-LA 1 O•* BF-FLT Bo BH-FLT Bo 8Q-FLT 8•• 15F 15 15H 15 15Q 15 12F 120 12H 12** 120 12u 10F-LA 100 10H-LA 10-u 100-LA 1Qu BF-FLT 3 .. 8H-FLT s .. 80-FLT 8•• • ADJUST RADIUS OF GEAR ROTOR AND STREAM ROTOR SPRINKLERS FOR HEAD-TO-HEAD COVERAGE. 3.8 45 HALF 2.6 45 QTR 5.5 45 FULL 2.9 45 HALF 1.3 45 QTR. 3.75 45 FULL 2.0 45 HALF 2.6 45 FULL 1.3 45 HALF 0,6 45 OTR. 1.0 45 HALF 7. 1 45 FULL 3.8 45 HALF 2.6 45 QTR. 5.5 45 FULL 2.9 45 HALF 1.3 45 QTR. 3.75 45 FULL 2.0 45 HALF 2.6 45 FULL 1.3 45 HALF 0.6 45 QTR. 1,0 45 HALF 12.9 50 PART 7,2 50 PART 5.0 50 PART 3.7 30 FULL 1.9 30 HALF 0.9 30 QTR. 2.6 30 FULL 1.3 30 HALF 0.7 30 QTR. 1.6 30 FULL 0.8 30 HALF 0.4 30 QTR, 1.6 30 FULL 0.8 30 HALF 0.4 30 QTR. 3.8 30 FULL 1.9 30 HALF 0.9 30 QTR. 2.6 30 FULL 1.3 30 HALF 0.7 30 QTR, 1.6 30 FULL 0,8 30 HALF 0.4 30 QTR. 1.6 30 FULL 0.8 30 HALF 0.4 30 QTR. •• WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONffiOL. SELECT SCREEN ON PCS NOZZLE SCREEN SELECTION CHART FOR APPROPRIATE RADIUS. NOTE, USE RECLAIMED WATER LIDS FOR ALL SPRINKLERS NOTE• IRRIGATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE CMWD SPCECIFICATION~ FOR IRRIGATION SYSTEMS USING RECLAIMED WATER APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS 11 AS BUIL T 11 <vi,& U Jod:-¾i <pi~ 3-2 3 · 9 "t RCE ___ EXP.____ DATE REV!Ew"1E;?J_ BY~ k,B1ac4., INSPECTOR 4·1·11 DAJIE • ' SASAKI --,_. -+---+------------t-----t--+----+-----1 I SHJEET I CITY OF CARLS BAD ~ PLANNING DEPARTMENT ~ ;::I::R::R=IG=A=T-.'.,,IO'.::N==P=:L=A=N=:S==F=O:=R=, ========:::'...'.:====: i I I 'I I I Sasaki Associates, Inc. 703 Palomar Airport Rood Suite 170 Carlsbad, CA 92009 ~ d.d. Pagano, Inc. IRRIGATION CONSULTANTS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92669 (714) 771-9200 FAX (714) 771-9202 1 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL II LEGOLAND Carlsbad OUTER PARK SETBACKS-ROUGH GRADING 2/7 /97 \~;.~9,vt:o,,~ m~ I ~~==-~ ......... ~"--'-f'l'·= ... ~~---~3t' 3/41: ASST. PLANNIN~TOR EXPIRES DA TE OWN BY: mc,mp.Jn CHKD BY: -"=op~_ RVWD BY: PROJECT NO. DRAWING NO. CT 94-09-03 333-20 CMWD 94-201 l I / '- \ I RECLAIMED WATER P.O.C. POINT OF CONNECTION -CONNECT TO 3" TURBINE WATER METER FOR IRRIGATION SUPPLY. WATER METER SHALL BE SERVICED FROM THE CARLSBAD RECLAIMED WATER SYSTEM. REFER TO CITY OF CARLSBAD WATER IMPROVEMENT PLANS FOR ACTUAL LOCATION AND ADDITIONAL INFORMATION. (HGL 375) EXISTING WATER PRESSURE: 102.0 P.S.I. SYSTEM DESIGN PRESSURE: 102.0 P.S.I. PEAK IRRIGATION DEMAND: 260.0 G.P.M. PRESSURE CALCULATION FOR VALVE A-4-23 DESCRIPTION \. IRRIGATION WATER METER (ELEVATION 140') 4'"' BACKFLOW PREVENTER soci'.i· 6" PVC CLASS 200 IRRIGATION MAINLINE ' LOOP FITTl~~oss (20% OF MAINLINE LOSS) 1-1/2" ELECTRIC CONTROL VALVE ' LATERAL LINE SYSTEM LOSS \ PRESSURE LOSS DUE TO ELEVATION \ MISCELLANEOUS LOSS TOTAL SYSTEM L~SSES EXISTING WATER PR(cSSURE (HGL ~ 375') PRESSURE REQUIREd\AT SPRINKLER HEAD RESIDUAL WATER PRESSURE \ \ GPM PSI LOSS 240 3.0 240 10.0 240 4.5 -0.9 41 3.3 -3.0 -28.5 -1.7 54.9 102.0 49.0 7.1 • SASAKI Sasaki Associates, Inc. 703 Polomor Airport Rood Suite 170 Carlsbad, CA 92009 <dP d.d. Pagano, Inc. IRRIGATION CONSUL TAN TS 4705 EAST CHAPt.1AN AVENUE ORANGE -CA 92669 (714) 771-9200 FAX (714) 771-9202 r .. h LOCATION OF PLANTING AREAS : • I I I I C z <( I I It) N ' . N N ' ---c( -' - I __ J I I II AS BUILT" GklllkJ½p~ RC[ ___ EXP. ___ _ REVIEWED BY, L. !2IZJck INSPECTOR I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I DATE DATE r I I I I I I SH~ET I CITY OF CARLSBAD ~ l---+---1------------------+--+--+---+----J ~ PLANNING DEPARTMENT ~ I---J--+----------------1-----i---1----t----i DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION IRRIGATION PLANS FOR: LEGOLAND Carlsbad OUTER PARK SETBACKS-ROUGH GRADING 2/7/97 APPROVED~ ~ Ww&, ~· DI CTOR EXPIRES DWN BY: mc,mp./n DATE INITIAL DATE INITIAL CHKD BY: -dd.=P~- OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. CT 94-09-03 DRAWING NO. 333-20 CM\v'D 94-201 -··---............_ .,...-~~~ ----................. .,.....---...... ---.... ~ -----....._.. __ ,...,.,..... <, --, ,. ,, / / GRAPHIC SCALE o' 10· 20' 30' 45' 60' 90' 120' ------------ SCALE: I"= 30' I I I I 15 BW• BACK OF WALK ML~MAINLINE WT• WIRE TRl:NCH I I I ! I • SASAKI Sasaki Associates, Inc. 703 Polomor Airport Rood Suite 170 Carlsbad, CA 92009 «P d.d. Pagano, Inc. IRRIGATION CONSULTANTS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92669 {714) TTl-9200 rAX (714) 771-9202 r " ' ·"6;-~1 -2s '1'0",,,- ~·::, -~.---··*' -. ,.,-.-·•' .-.- --v------..... --- l---+----+-----------l-------1f--------l---l---1 ~I S=H~EE=T :'...:I =C=I=T=Y===O=F===C=A=R==LS===B=A=D::::....:::I =::::::;'i I ~ PLANNING DEPARTMENT ~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION omrn APPROVAL CITY APPROVAL 'I IRRIGATION PLANS FOR: LEGOLAND Carlsbad OUTER PARK SETBACKS-ROUGH GRADING 2/7/97 APPRov.EDDf\•~a· -:,/ ~ _j'.IA:1!.JA.uu£21.ac:1.i:.P~ --~-;ii•u.~)q,!Ml"-~~"'...,,_ _____ ~-' '3 'f~ ASST. PLANNINGDECTOR EXPIRES DAT D 'M',J BY: mc,mp,Jn CHKD BY: ~dri."""~- RVWD BY: PROJECT NO. DRAWING NO. CT 94-09-03 333-20 CM\JD 94-201 0 I., 33 ■' ,3.] I -I 1f,''l" -,-, -2;; I •> ...,, ¾ f __ _I t)J.. 7 ' B \t:,L__ PJPJNG AND EQUPMENT NOTE, ANY PRESSURE IRRIGATION PIPING SHOWN WITHIN RIGHT -OF -WAY IS FOR DESIGN ClARIFICATION ONLY. INSTALL ALL PRESSURE IRRIGATION PIPING OUTSIDE OF RIGHT -OF -WAY AND WITHIN PROJECT PROPERTY LINE. GHAPHICSCAL.£ O' 10' 20' JO' 45' 60' 90' SCALE.· I"= JO' I 1 AS· BUILT LEG-END I'll: Ml\11\/LIN E STREETLIGHT STOPLJGHT 120' • SASAKI Sasaki Associates, Inc. ?OJ Polornor Airpor! Rood Suite 170 Corlstiod, CA 9.2009 <dP d.d. Pagano, Inc. IRRIGATION CONSULfANfS -4705 EAsT CHAPMAN AVfNlJE ORANGE -c,. 92689 {71➔) n1-s200 ;~ (71-4) n1-g202 APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREA "AS RCE EXP. REV!Ew'ED BY, ·-- .3·2.3•"19 DATE L. -t?/4rj:, INSPECTOR I -I --, -~ ~~--------r--------r---r--t----, I SH6EET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT ~ ri1i;Ri;R"IG,;A"'T"!O"N,,:P;,L'A"NS"'F"O""R:'· ----------'..::.c-~ 1· /-jj DATE LEGOLAND Carlsbad OUTER PARK SEllJACKS-ROUGH GRADING 2/7/97 DATE INJTIAL ENGINEER OF WORI( REVISION DESCRIPTION DA TE INITIAL AP7fe~~~~~ ... Qb 1 1 1 · · -· -----------,--T--r--r--. Ass~cTo- 0 RE ''X'"P'l"R"E"s· WJl/1+- OWN BY: rnc.mp In OA fE INIIIAL 0TH£R APPROVAL Cff'( APPROVAL 'I 11 CHKD BY: .Q'do RVWD BY: i DRAWING NO. 333-20 PROJECT NO. CT 94-09-03 CM\,/D 94-201 ) \ I ' 703 Palomar Airport Road Suite 170 Carlsbad, CA 92009 d.d. Pagano, Inc. IRRIGATION CONSULTANTS 4705 EAST CHAPMAN AVENUE ORANGE CA Y2669 (714) 771-9200 rAX (714) 771-9202 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ' I .. -- DATE Carlsbad OUTER PARK SETBACKS-ROUGH GRADING 1/17 /97 APPHQVE;O ,..,._ ' b /J ivL -:, !r 3 le_,-,_ ~-'11 ltt~ ••~ -. ;;>{_}_ µ_ T CM\JD 94-201 I i I I I / I ' / I I I I I I I / I GRAPHICSCAliE o' 10· 20· JO' 45' I 60' 90' SCALE: !"= 30' . I I I I I I I I f20' I I I ,, / I ' / I I I I I / , i , / I I / I I / / / ' / I ,/ / / / I / / / / i I / / / / / / I/ / / ,/ I ,, / ' , / / I I I I Corlsbod, CA 92009 c!P d.d. Pagano, Inc. IRRIGATION CONSULTANTS 4705 EAST CHAPMAN ~VENUE ORANGE -CA 92669 (7H) 771-9200 FAX (714) 771-9202 1 ENGINEER OF WORK s DATE DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL \ \\ ) I I / I ' '>,_ \I ;_~ -\~:c:)\ - ' I_J.., I ;::! -"' ID !..'<:' rv 11 AS BUILT'' RCE __ _ EXP, ___ _ DATE REV!Ev/ED BY, DATE Carlsbad OUTER PARK SETBACKS-ROUGH GRADING 2/7/97 DWN BY: mc,mpjn CHKD BY: ~"=dp~_ RVWD BY: PROJECT NO. DRAWING NO. CT 94-09-03 333-20 CM\,/D 94-201 /• .; • • // \ \ I /.,-,.._..___•v---4, / ,,· ... -................ __ ... -/ .~, --.... __ -··· "'"' ;j -··----/ ,,,,,.,.,,. '1 ----.______ /~ / H -/ .,,,.,.,.... ' ______ .,.,,.. /' I/ ..,,...... !/ ,/ --_/ . -------------. ---.-- \ '• -·-----~-✓• ··---......... --... __________ / 11 GRAPHIC SC4l( O' 11"!-.0' 20' JO' 4f' 60' ,_/ 90' I "' // • SCALE: I" 120' JO' \\ \TT\Pi \~ J----:n~ ! ! Suite 170 Carlsbad, CA 92009 d.d. Pagano, Inc. IRRIGATION CONSULTANTS 4705 E,l,ST CHAPMAN AVENUE ORANGE CA 925-69 (714) 771 9200 FAX (714) 771 9202 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RCE __ _ REVIE'-'ED BY, I I I \ \ I I l I EXP. ____ _ I I I - I I -I DATE OUTER PARK SETBACKS-ROUGH GRADING 2/7/97 APPRO.rei -CG /'vlv O ... ,... ASST. PLAN1'0GDECTOR EXPIRES DWN BY: mcmpln CHKD BY: ~a~@~- RVWD BY: PROJECT NO. CT 94-09-03 DRAWING NO. 333-20 CM\JD 94-201 --, ' I 71 I ' I •✓~--- / / / ' I / / I I I f / / I / I I / / !j• / Q, ( \.) / \J.)" / '· ''-.'' I I I I / / I ! / / / / / I I / I / / I / _/ II / / I / / I I / I / / / I / I I I / I I ' / ! I / / I / / / I / / ' ; ' / / I / / / / I / i I / I / \ \ \\; / 1\ '/ \ / \ I ' I I / \ \ \ . I I ! / i I I I I • SASAKI Sasaki Associates, Inc. 703 Palomar Airport Rood Suite 170 Carlsbad, CA 92009 <dP d.d. Pagano, Inc. IRRIGATION CONSULTANTS 4705 EAST CHAPMilN AVENUE ORANGE -CA 92669 (71-4) 771-9200 FAX (71-0 771-9202 I I / ! I I RC[ __ _ EXP, ___ _ DATE REVIE\,IED BY, INSPECTOR DATE W CITY OF CARLSBAD ~ t----+--+-----~_____j__L--L___J ~o~~::::::::::::::::::::=::::::===---==~·~ = PLANNING DEPARTMENT T IRRIGATION PLANS FOR: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LEGOLAND Carlsbad OUTER PARK SETBACKS-ROUGH GRADING 2/7/9? ~IAIW!<'.""-"~~QJ.('l'..:if\;l-11..111'1 ~MJMi' llld2~~,,._ ___ 3/13hr: APPROVO) fl 'i til) ASST. PLANNiNd DICTOR EXPIRES DA rt DWN BY: me mp In CHKD BY: ,,.ddp,,,__ RVWD BY: PROJECT NO. DRAWING NO. CT 94-09-03 333-20 CM\JD 94-201 .~--~~· ----~-~~ ----·- I I I I RCE __ _ REVIE\./ED BY, I I / EXP __ _ / CM\4D DATE 94-201 iC 703 Potomar Airport Road Suite 170 Carlsbad, CA 92009 d.d. Pagano, Inc. IRRIGATION CONSULTANTS 4705 EAST CH.APMAN AVENUE ORANGE -CA 92669 (714) 771-9200 F'M (714) 771-9202 DATE INITIAL ENGINEER OF WORK I DATE INITIAL INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 120' 11 AS BUILT" RCE __ _ EXP, ____ _ DATE REVJE\,IED BY, LEGOLAND Carlsbad OU'TcR PARK SETBACKS-ROUGH GRADING 2/7/97 DWN BY: mc,mp.ln CHKD BY: ~dd,,.p~_ RVWD BY: EXPIRES PROJECT NO. DRAWING NO. CT 94-09-03 333-20 CM\./D 94-201 ·., \ \ iL \ I 1. \ \ \ \ \ \ \ I \ \ \, \ \ \ \ \ \ \ \ \ \. \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ \ ,, \ • \ \ \ \ ' \ '• ,, \ \ \ \ \ \ \ \ \ \ \ \ \ ', \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ • \ \ \ \ \ • ·, \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ • \ \ \ \ \ \ \ STl:)8-0UT NOTE• CAP :J'J,RRGA TION MAINLINE PIPING AT THIS POINT FOR FUTURE CONNECl'JON. COVER CAPPED LINE WITH CONTROLs VALVE BOX,AND NOTE LOCATION ON, "AS-BUILT" 'RECORD DRAWING . \ \ \ ' \ -rHt'5 sH£ET ,~ oe,,;oc..sre. ~£FER \ Tl> r:>RPtWtNt;, tvo> ?3'3-~i'\, SHT,. \ ? ,'Z. Fof-, M>·(3Uf¼T INFo. \ \'0 \, ~.n \ GR#'H/CSCALE o· 10' ·20· 30· 45• \ • \ 60' \ \ \ 90' 'I~ / \ ",/· SCALE: 1-"= 30' / 120· \ \ \ / / / / / / APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS PROPERTY LINE ./ / / / / '' AS BUIL T11 RCE ___ _ EXP ____ _ DATE REVIE\o/ED BY, INSPECTOR DATE SASAKI W CITY OF CARLSBAD □ f-----+------+---~~-------1-----+------+------i-------l 3 ',I ::==:=:'....'::==::::P::::L::::A::::N::::N::::IN::::G::::::::D::::E::::P::::A::::R::::TM::::E::::N::::T:===='--===::::.,.~ 15 Sasaki Associates, Inc. 703 Palomar Airport Road Suite 170 Carlsbad, CA 92009 @P d.d. Pagano, Inc. IRRIGATION CONSULTANTS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92669 (714) 771-9200 FAX (714) 771-9202 I OAT£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL INITIAL CITY APPROVAL IRRIGAT[ON PLANS FOR: LEGOLAND Carlsbad OUTER PARK SETBACKS-ROUGH GRADING 2/7/97 SST. PLANNiGoiciOR EXPIRES OWN BY: me mp tn CH K D BY: ,,.,<t,,.do'----- RVWD BY: PROJECT NO. CT 94-09-03 DRAWING NO. 333-20 CM\JD 94-201 / µ "' V, Iii "'"-w ::c "' -- \ --- I ' 15 • SASAKI Sasaki Associates, Inc 703 Palomar Airport Rood Suite 170 Carlsbad, CA 92009 cdP d.d. Pagano, Inc. IRRIGATION CONSULTANTS 4705 £AST CHAPMAN AVENUE ORANGE: CA 92669 (714) 771-92-00 rAX (714) 771 9202 '····-wo>'''-,_.,--•-,.~••"'I''•••• PLANTING AREAS SCALE." 1 "= JO' 11 AS BUILT" RCE ___ _ EXP" ____ _ REV!Ev/ED BY: INSPECTOR DATE DATE JSHEEll CITY OF CARLSBAD ~ l----+---f-----------------+--+--+---+-----1 ~LL±.__j=::::::4=:'_'::::===P:::L:::::A::::N::::N:::::lN::::G:::::::D=E:::::P:::::A:::::R:::::TM'::E":'N:::T====--=~=:::=::'4:::: I DATE INITIAL DATE INITIAL INITIAL ENGINEER OF WORK RFVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IRRIGATION PLANS FOR: LEGOLAND Carlsbad OUTER PARK SETBACKS-ROUGH GRADING 2/7/97 AP~JQ ro d ~~ i? - ASST" PLANNING DI CTOR EXPIRES OWN BY: me.mo.In CHKO BY: -<t=dP~- RVWD BY: PROJECT NO" CT 94-09-03 DRAWING NO" 333-2Q CMw'D 94-201 en ~ ro u, \ \ \ \ \ \ \ \ \ ' \ \ \ \ 0 C"l ' '<I" ' < II) -• (\I ..._ -' - 0) II) -(\I ' • '<I" (\I ' ..._ < -' - GRAPHIC SCALE o· 10· 20· 30• 45· 50• 90• 120· i;;;;;;;;;~~~5-~!!!!!!!!!!!!!!!!!!!!!!!5.;;;;;;;;;;;;;;;;;;;;;;;;;;;;;j SCALE: 1 "= 30' TH (C;, SHE£ l fS OF-, Sol.£71='. /f8F£R. TD DRt+W(f.J<b A/0. °?33-~A I St-fr?. · 2 '7, 2.., FOf-. l'f!:, -'3 vr l,r I tv Fe. • SASAKI Sasaki Associates, Inc. 703 Palomar Airport Road Suite 170 Carlsbad, CA 92009 cdP d.d. Pagano, Inc. IRRIGATION CONSULTANTS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92669 (714) 771-9200 FAX (71<t,) 771-;1202 co co (\I '<I" ' . '<I" (\I ' ..._ < 7 - I'-C"l (\I '<I" ' . '<I" (\I ' ---< 7 - s-,-1 DATE INITIAL ENGINEER OF WORK (0 ~ (\I ' . '<I" (\I ' ..._ < 7 REVISION DESCRIPTION II) Cl:) (\I '<I" ' . '<I" (\I ' ...._ < -' - '<I" II) (\I '<I" ' . '<I" (\I ' ---< 7 - - APPROVED FOR PLANTING AND IRRIGATION ONLY I I I (\J ' i . I / j ' I , '' AS BUILT" INCLUDING PRECISE RC[ __ EXP ___ _ LOCATION OF PLANTING AREAS REVIE\./ED BY INSPECTOR IRRIGATION PLANS FOR: LEGOLAND Carlsbad DATE DATE OUTER PARK SETBACKS-ROUGH GRADING 2/7/97 DA TE INITIAL OTHER APPROVAL Cl TY APPROVAL APPRO:£{O • Wu~ e~\~~.., QOq_ ASST. PLANNING D1R\:ToR EXPIRES OWN BY: mr;:,mp,ln CHKD BY: -d=dP~- RVWD BY: PROJECT NO. DRAWING NO. CT 94-09-03 333-20 CM\./D 94-201 = 0 I-----12 .. LEGEND 4 D 1. 1 Q'" DIAMETER CIRCULAR VAL VE BOX. 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC 12" 3. 14" x 19" RECTANGULAR VALVE BOX. 4. 20" >< 30" RECTANGULAR VALVE BQX_ J \.--.-JI 12" 12 12" PLAN VIEW ~ NOTES A. CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE. 8. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN MULCH COVER OR GROUNDCOVER/SHRUB AREAS - SET FLUSH WI TH FINISH GRADE IN TURF AREAS. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUND- COVER/SHRUB AREA WHERE POSSIBLE -INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUND- COVER. D. SET VALVE BOXES PARALLEL TO ONE ANOTHER ANO PERPENDICULAR TO EDGE. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR DEFORMATION/COLLAPSE. @~~~T~,;;;;L;;_;V..;;;E;..B;;.O~X;..;l;;_;N..;;S~T;..A;;;;LL;;.A;..T.;..1..;;0_N ______ ~VAL-=_~::, LEGEND 1. 1 2" POP-UP SPRINKLER. 2. WALK OR CURB. 3. PVC SCH, 80 NIPPLE 3/4" , SHORT. 4. PVC TxT 90 DEG. ELL. 5. MARLEX 90 DEG. STREET ELL 7 6. PVC SCH. 80 NIPPLE -12" LONG. 7. LATERAL LINE PIPE ANO FITTING. 8. FINISH GRADE. NOTE: USE TEFLON TAPE ON ALL MALE PIPE THREADS. * 2" IN TURF AREAS. 6" IN PLANTING BEDS. 112 ':i--~2~T:_P_O_P_-U_P~S_H_RU_B ___ R;.;;;O_T~O_R...;S;,..P_R_IN_K_L_E~R __ 1_2RT~~:: 7 LEGEND 1 . 1 t' POP-UP SPRAY HEAD. 2. WALK OR CURB. 3. PVC SCH 80 NIPPLE - 1 /2" x SHORT. 4. PVC TxT 90 DEG. ELL 5. MARLEX 90 DEG. STREET ELL. 6. PVC SCH. 80 NIPPLE -12" LONG. 7. LATERAL LINE PIPE AND FITTING. 8. FINISH GRADE. NOTE: USE TEFLON TAPE ON ALL MALE PIPE THREADS. * 2" IN TURF AREAS. 6" IN PLANTING BEDS. @~~2~T :~_ P_O..;_P_-UP;.._..;;S.;..P.;..;R;;..A;..Y__,;_;H;;;;EA;;_;D;;._ _______ 12P.;;;;;~:: NOTE: □ LEGEND IMPACT SPRINKLER. 2. ANTI-DRAIN VALVE. (SEE NOTE BELOW) 3, FINISH GRADE. 4. PVC SCH. 80 NIPPLE, LENGTH AS REQO. 5. PVC T x T 90 DEG. STREET Ell .. 6, LATERAL LINE FITTINC. 7. #4 , 36' REBAR STEEL STAKE 8. MARLEX T ,c T 90 DEG. STREET ELL 9. V.1.T. PRODUCTS ST9 SPRINKLER TIES. (2 REQ'O). NOTE: USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS. DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED. SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF AN ANTI-DRAIN VALVE IN THE RISER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE AS REQ'D. AT ANY SPRINKLER HEAD SHOWING SJGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO Off POSITION, INSTALLATION OF ANTI-DRAIN VALVES SHALL BE INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER. 1 14' ;,__IM~P_A_C_T_S_P_R_IN_K_L_ER_H..;;E_AD ______ -=LEGO N.T.S IMPC-AD I 1----_., a"------ LEGEND 1. NON-PRESSURE LATERAL LINE PIPING. 2. PRESSURE MAINLINE PIPING FOR RECLAIMED WATER 3. PRESSURE MAINLINE PIPING FOR POTABLE WATER, IF ANY. 4. CONTROL WIRE-BUNDLE AND TAPE EVERY 10 rEET. INSTALL ADJACENT TO PRESSURE MAINLINE. NOTE: MINIMUM BACKFILL DEPTHS FROM GRADE TO TOP OF MAINLINE- J6" FOR PIPE SIZES s• AND LARGER. 24~ FOR PIPE SIZES 3" TO 5 1\2". 16" FOR PIPE SIZES 2 1/2" AND SMALLER. 5. PROVlOE 2"' DEPTH OF CLEAN BACKFILL. 6. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS. 7. FINISH GRADE. 8. PROVIDE A MINlt.tUM SEPARATION OF' 10 F'EET BETWEEN POTABLE AND IRRIGATION MAINLINE PIPING 0 TRENCHING (RECLAIMED WATER) LEGO 7 1------------------------------~T~RC~H;;;..R:"-°W N.T.S, GV 10 3 9 1. ROUND VALVE BOX WITH PURPLE BOLT- DOWN COVER -HEAT BRAND "GV" ON VALVE BOX COVER IN 2" HIGH LETTERS. 2. FINISH GRADE. 3. GATE VAL VE. WITH BRONZE WHEELHANDLE OR CROSSHANDLE. 4. 6" DIA. SCH. 40 PVC PIPE EXTENSION - LENGTH AS REQUIRED. 5. 3/4" CRUSHED ROCK -8" DEPTH. 6, COMMON BRICK (2 REQUIRED). 7. PVC MALE ADAPTER (TYPICAL), 8, 2" CLEARANCE. 9. PVC MAIN LINE PIPE. 10. "RECLAIMED WATER TAG" AS PER SPECIFICATION. * 1" IN TURF AREAS. 2" IN SHRUB AREAS. @1--~-,-~-T_E_V_A_L_V_E_<_a_• _A_N_D_S_M_A_L_L_E_R_> -----,.~~':: GV PLAN 7 6 5 -0 • Q -0 • SECTION LEGEND 1. ROUND VALVE BOX W/BOLT-DOWN PURPLE COVER. HEAT BRAND "GV" ON VAL\/E BOX LID IN 2" HIGH CHARACTERS. 2. FINISH GRADE. 3, GATE VALVE WlTH 2" OPERATING NUT. 4. 6" PVC SCH. 40 EXTENSION-LENGTH AS REQUIRED. 5. 3/4" CRUSHED ROCK -8" DEPTH. 6. COMMON BRICK -(2 REQUIRED). 7. PVC MALE ADAPTER. (TYP.) 8. 2• CLEAR SPACE. 9. CAST IRON COMPANION FLANGE & CASKET. SAME SIZE AS CATE VAL VE. (TYP.) 10. STAINLESS STEEL NUTS AND BOLTS. (TYP.) 11. nRECLAIMED WATER TAG* AS PER SPECIFICA TIDN * 1" IN TURF AREAS. 2" IN SHRUB AREAS. ® GATE VALVE (4• AND LARGER) LEGO 9 1----------= N. T.S. 4G\/RW PLAN 11 12" MAX. S" MIN. SECTION 2 LEGEND 1. 10" ROUND VALVE BOX WITH PURPLE SOLT-DOWN COVER -HEAT BRANO "QCV" ON VALVE BOX COVER IN 2" HIGH LETTERS. 2. FINISH GRADE. 3. 3/4" CRUSHED ROCK. 6" DEPTH 4. BRASS NIPPLE. (LENGTH AS REQUIRED). 5. BRASS 90 DEC. ELL. 6, MAINLINE PIPING. 7. MAINLINE FITTING. B. BRASS 90 DEG. STREET ELL. 9. BRASS NIPPLE -6., LONG. ::------© 10, QUICK COUPLING VAVLE. ~ 11. WALK OR CURB. 12. 1" , 3/4" BRASS REDUCER BUSHING. * 1" IN LAWN AREAS 2" IN SHRUB AREAS. NOTE: USE TEFLON TAPE ON ALL MALE PIPE THREAOS. 1Q1-:-:?~T~~IC_K_C_O_U_P_L_IN..;;G_V_A_L~V~E;;_,-~IN,;..;;;.B~O;;_;X ___ 0 _cv.;:.:;;:~:: * PLAN 11 o. 0 o O P o 'o ;ti>o. o 0 o. •go• 0 • o• •o 0o • oo •••o o o, Q•o•:O .30 .. MIN, * 1" IN TURF AREAS. 2" IN SHRUB ARtAS. A-1-1 SECTION 14 2" IN SHRUB AREAS. 1" IN TURF AREAS. LEGEND 1. CARSON 1419-12B, PURPLE PLASTIC VALVE BOX OR EQUAL. 2. WIRE CONNECTORS. 3. FINISH GRADE. 4. EXTENSION AS REQUIRED. 5. ALLOW MINIMUM DIST ANGE OF 10 PIPE DIAMETERS FROM NEAREST UPSTREAM VALVE, FITTING, METER, OR REDUCING COUPLER, 6. MAJ.N LINE PIPING. SIZE AS SHOWN C.·PLAN. 7. COMMON BRICK (4 REQUIRED). 8. 3/4" CRUSl,!£0 ROCK. 8" DEEP. 9. FLOW SENSOR. 10. ALLOW MINIMUM DISTANCE OF 5 PIPE DIAMETERS FROM NEAREST DOWNSTREAM VALVE, FITTING, METER, OR REDUCING COUPLER. 11. VALVE, FITTING, METER, OR REDUCING COUPLER NEAREST TO FLOW SENSOR. t7. CONTROL WIRE WITH 30" EXPANSION LOOP. 13;. PVC SCH. 40 PIPE. SAME SIZE AS FLOW SENSOR. LEGEND 1. ELECTRIC CONTROL VAL VE, 2. RECTANGULAR VALVE BOX W/PURPLE BOLT DOWN COVER. HEAT BRAND VALVE STATION NO. ON LID IN 2" HIGH CHARACTERS. 3. CHRISTY'S LO.TAG -NUMBERED TO MATCH DRAWJNGS. 4. FINISH GRADE. 5. PVC. MALE ADAPTER (TYP.) 6. PVC PIPE TO SPRINKLERS -ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEC. ELLS. 7. COMMON BRICK (4 REQUIRED). 8, COMMON WIRE TO OTHER VALVES ON SAME CONTROLLER. 9, J/4" CRUSHED ROCK. 8" DEEP. 10. CONTROL/COMMON WIRES FROM CONTROLLER. 11. PVC SCHEDULE 40 PIPE. 12. PVC SxS 90 DEG. ELL. 13. WIRE CONNECTOR. 14. MAIN LINE FITTING W/SOLVENT WELD OUTLET. 15. CHRISTY'S RECLAIMED WATER WARNING TAG. 16. COIL WIRES PER SPECIFICATIONS @~;!:::-:E:::.:C:::.T!!R.:.:IC::=....=:C:.=:O~N~T-=&IO~L...;V::..=A:!!L::.!V:.:E:.,_ ______ EC~~~:: STEP 1 I STEP 2 ~ cc:L,----io srri, 3 ~L 7 STEP 4 8 1. SLIP BASE SOCKET OVER ENDS OF WIRES. 2. STRIP l'<RES APPROX J/8" FROM ENDS - TWIST TOGETHER. 3. PUT CRIMP SLEEVE OVER WIRE ENDS - CRIMP AND CUT OFF EXCESS WIRE. 4. APPLY SEALER TO OUTSIDE OF SEALING PLUG -FILL CAVITY WITH SEALER. 5. PULL BASE SOCKET OVER CRIMPED CON·- NECTION AS FAR AS POSSIBLE. 6. PUSH SEALING PLUG INTO BASE SOCKET. 7. PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION. 8. RAIN BIRO "SNAP-TITE" WIRE CONNECTOR OR APPROVED EQUAL. ®~~~T~~RE_C;..O;...NN_;;..E;..;C;...T;..;O;...R ___________ ,RE=~::: • BACKFLOW PREVENTER _,(2) NOTE: INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT CONTRATOR SHALL VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 4 (INSTALL PER CMWD STANDARD DRAl'<NG /fW-20) LEGEND 1. FLANGED 90 DECREE ELL. TYPICAL 2. 18" x 18" x 18" CONRETE THRUST BLOCK. 3. CAST IRON FLANGED SPOOL. TYPICAL 4. ADAPT INLET AND OUTLET FITTINGS TO MAIN LINE AS REQUIRED. 5. "y" STRAINER W/60 MESH MONEL SCREEN. 6. BRASS PLUG, 7. FINISH GRADE. 8. PIPE SUPPORT. 9. 12" x 12" x 4" CONCRETE BASE. 10. 10" ROUND VALVE BOX. 11. 10" DIA. x 24" DEEP CRUSHED ROCK, SET CRUSHED ROCK SUMP TO CATCH WATER FROM BACKFLOW PREVENTER AIR GAP VALVE OVERHEAD. 0~~.;..:-.s.~B.;..A.;..C.;..K_FL;,..;;;;;O~W.;;...;P_R~E~VE_,;.N.;..T;..E_R __________ 0 "'_-" __ ,::~ 9 2 I I 7 1----12 _J • 3 • 5 LEGEND 1. FIELD SATELLITE ENCLOSURE WITH HINGED DOOR. 2 FIELD SATELLITE. 3. SLOPE TO DRAIN. 4. FINISH GRADE 5. DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES. 6. 3" PVC LONG SWEEP ELL.• 7. OPENING-SAME SIZE AS OPENING IN IN CONTROLLER BASE. FILL WITH 3/4" CRUSHED ROCK, 8. 117 VOLT, 60 CYCLE POWER SUPPLY WIRES IN CONDUIT. 9. POURED CONCRETE BASE~6~ MIN. THICKNESS AS REQUIRED BY MFGR.'S INSTALLATION GUIDE. 10. 120 VOLT ON-OFF SWITCH W/ CONVENIENCE OUTLET. 11. ENCLOSURE BASE. EXTEND CONCRETE 1" BEYOND ENCLOSURE BASE OPENING. 12. 1 /2" , 8 FT, COPPER CLAD GROUNDING ROD. 13. 1-1/2" COMMUNICATION CABLE CONDUIT. FIELD SATELLITE IN ENCLOSURE LEGO N,T.S. MCV 11 0 0 FS_STO LEGEND 1. CAL-VAL #136-03AC SOLENOID MASTER CONTROL VALVE WITH 125# FLANGED CAST IRON BODY AND 24 VOLT AC COIL (NORMALLY OPEN), 2. JUMBO RECTANGULAR VALVE BOX W/ PURPLE BOLT DOWN COVER & EXTENSIONS AS REQUIRED-HEAT BRAND "PRV' ON LID IN 2" HIGH CHARACTORS. 3. PVC CLASS 315 PIPE. f 4 FROM POINT OF CONNECTION. -5: FINISH GRADE. ,0 6. PVC SCH. 80 PVC COMPANION FLANGE (SLIP). 7. STAINLESS STEEL NUTS AND BOLTS. 8. PVC s,S COUPLING. 9. PVC SxS REDUCER BUSHINGS. 10. TO IRRIGATON SYSTEM. 11. CONTROL AND COMMON WIRE TO FIELD SATELLITE * 1" IN TURF AREA. * 2'' IN GROUND COVER AREAS @1-~~~T~;.;;S;,.;;T...;E;.;;R_C;;.;O;;.;N.;.;T;.;.R;.;;O:.;;;L;_V.;.;A;.;;L;:.;V;.;;E:__ _______ v_=~~:: "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS Mtt}d¼,ti~ 3.z~ -ct, RCE __ _ EXP ____ _ DATE t·/·'I'f INSPECTOR DATE SASAKI ~ CITY OF CARLSBAD ~ l----t---+----------------\--~---l-----+-------1 L.1Ll PLANNING DEPARTMENT ~ ;::::=:::::::=..'':==:::::::::::::::::::::::::=::::::===::::::::::=::::::::::===:::~::::::::::: Sasaki Associates, Inc. 703 Polomor Airport Road Suite 170 Carlsbad, CA 92009 ~ d.d. Pagano, Inc. IRRIGATION CONSULTANTS 4705 l:AST CHAPMAN AVENUE ORANGE -CA 92669 (714) 771-9200 FAX (71,t.) 771-9202 1 DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE IN1TIAL CITY APPROVAL I ! j IRRIGATION PLANS FOR: LEGOLAND Carlsbad OUTER PARK SETBACKS-ROUGH GRAD/NC 2/7/97 DWN BY: mc,mp,ln CHKO BY: _.d;cs,de"--- RVWO BY: PROJECT NO. DRAWING NO. CT 94-09-03 333-20 CMWD 94-201 h 0, "' -"' iri ~, 0 -c ~ - ~ ~ ~ ~ ro u, N e-~ u, ' -w 0 / cc H ' I -"' cc o._ / 0 '" w ~ / "' e-" w ---, 0 'C i / o._ I I I I NOTE: All MAIN LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE MANUFACTIJRER'S RECOMMENDATIONS WHICH SHALL BE A PART OF THE INSTALLATION SPECIFICATIONS. r ' THRUST BLOCKS FOR RING-TITE PIPE Mv_1.1s 118 ',1-----------------N TS THRST_E3K '-.,J ... MINIMUM _..,,_ 2 4 10• Mlr.lMUM TO POTABLE MAINLINE IN STREET LEGEND 1. METER BOX W/METER. 2. SIDEWALK. 12'" MINIMUM 3. CURB. 5 4. POTABLE SERVICE LINE. 5. RECLAIMED WATER IRRIGATION MAINLINE W/SLEEVE. NOTE, VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. , ' POTABLE SERVICE LINE CROSSING 119 LEGO LINE-CRS '-, N.T.S. T LEGEND 2 1. STREET SURFACE. 2. POTABLE MAINLINE 3. 3.5 FEET. 4. 1 2" MINIMUM REQUIRED VERTICAL SEPARATION. 5. SLEEVE. 6. RECLAIMED WATER IRRIGATION MAINLINE. 6 NOTE: ALL RECLAIMEDEATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LASLED AS SPECIFIED IN. "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" CARLSBAD RECLAIMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS OCTOBER 1993. 4 3 0 ' N LEGEND 1. SHRUB ROTOR HEAD. 2. ANTI-DRAIN VALVE. (SEE NOTE BELOW) 3. flNISH GRADE. 4. PVC SCH. 80 NIPPLE. LENGTH AS REQD. 5. PVC T x T 90 DEG. STREET ELL 6. LATERAL LINE FITTING. 7. #4 x 24" REBAR STEEL STAKE 8. MARLEX T x T 90 DEG. STREET ELL. 9. V.I.T. PRODUCTS ST9 SPRINKLER TIES. (2 REQ'O) NOTE, USE TEFLON TAPE ON ALL MALE PIPE THREADS. NOTE, DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED. SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF AN ANTI-DRAIN VALVE IN THE RISER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE AS REQ'D. AT ANY SPRINKLER HEAD SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION. INSTALLATION OF ANTI-DRAIN VALVES SHALL BE INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER. @-~- 1 ~_R_UB_R_O_T_O_R_HE_A_D _________ ;:-~~: 6" • LEGEND 1, SHRUB SPRAY / BUBBLE HEAD. 2. ANTI-DRA1N VALVE. (SEE NOTE BLOW). 3. FINISH GRADE. 4. PVC SCH. 80 NIPPLE. 5. PVC T>.'.T 90 DEG. ELL. 6. 7. 8. MARLEX T,T 90 DEG. STREET ELL. LATERAL LINE FITTING. WALL OR FENCE. • 12" ABOVE F.G. FOR SHRUB SPRAY HEADS, 3" ABOVE F.G. FOR BUBBLER HEADS AND 6" ABOVE F.G. FOR STREAM BUBBLERS. NOTE: DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEAD Will NOT BE ALLOWED. SOME SPRINKLER HEADS 1'!1LL REQUIRE THE INSTALLATION OF AN ANTI-DRAIN VALVE IN THE RISER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE AS REQ'D. AT ANY SPRINKLER HEAD SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION. INSTALLATION OF ANTI-DRAIN VALVES SHALL SE INCLUDED IN THE BIO PRICE WITHOUT ADDITIONAL COST TO THE OWNER. @i--~T-~_R_U_B_S_P_RA_Y_H_E_A_D ________ sa-·:-~: 12" X 18" RECTANGULAR---~ IRRIGATION VALVE SOX WITH PURPLE LID. FINISHED GRADE 3/4" CRUSHED ROCK MINIMUM DEPTH. PVC MAINLINE MAINLINE FITTING ____ _,, SCH. 80 STREEL ELL -----~ ~-----CRISPIN H IC1DA AIR RELIEF VALVE ,,---\i:ll!,c--(2) SCH. BO STREET ELS STEEL ANGLE ST AKE. SECURE W/ (2) STAINLESS STEEL HOSE CLAMPS ~++-----1• SCH, 80 NIPPLE-LENGTH AS NEEDED POTABLE MAINLINE CROSSING LEGO 201----------------N.T.S. ML-CRS ®-~-Tl~--_R_E_LIE_F_V_A_L_VE __________ AIR_-~::: • SASAKI Sasaki Associates, Inc. 703 Palomar Airport Rood Suite 170 Carlsbad, CA 92009 d=) d.d. Pagano, Inc. IRRIGATION CONSULTANTS 4705 EAST CHAPMAN AVENUE OR,\NGE -CA 92669 (714) 771-9200 fAX (714) 771-9202 APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS II AS BUIL T 11 ~111.,d:-¾ )!~14/MC RCE____ EXP. ____ _ INSPECTOR DATE fsHEEi7 CITY OF CARLSBAD ~ l---+---1---------------------+----+---+----+----f ~LE_j==7=:...'::===P:=L=A=N=N:::::IN::::G::::::::D::::E=P=A=R=TM=E:::::N=T===::'....::~====4~ 1 DATE INITIAL DATE INITIAL DATE IN1TIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ,i IRRIGATION PLANS FOR: LEGOLAND Carlsbad OUTER PARK SETBACKS-ROUGH GRADING 2/7/97 D \ 1 , AP~.~ ~@ ASST. -PLANN© DMOR EXPIRES DWN BY: _me mo.In CHKD BY: ~d=dP~- RVWD BY: PROJECT NO. CT 94-09-03 DRAWING NO. 333-20 CMWD 94-201 I I //\ \ \ -/ / -~ \ " - ,--- ' ,< \ ···-·--~:>0, l.,_ 0,, \ \ \ / L: / -· I ' I I .... I -- I -- \ \ \ \ \ ' \ \ NOTES: \ \ \ 1. 2. 3. \ FOR PLANt SCHEDULE, NOTES AND LEGENDS, SEE SHT 30' FOR SPECIFl~TIONS, SEE SHT 31-34 \ CONTRACTOR SHALL HYDROSEED (STANDARD #1-PER CITY OF CARLSBADCARLSBAD LANDSCAPE MANUAL) ALL SHEET GRADEQ PADS NOT SCHEDULED FOR IMPROVEMENTS Wl~N 180 DAYS \ I j NORTH EB GRAPHIC SCALE 0' 10' 20' 30' 45' 60' 90' 120' ----------- SCALE: DSCAP. . ~ .14 !:i ,.,.--r-. ~ • SASAKI Sasaki Associates, 703 Palomar Airport Road Suite 170 C~r lsbad, CA 92009 Inc Aln rh ---r·· ,.. .. J --------. ._ .,-_ t..~ ••.• / I 5'1'+-,-0IJ~ QO r --·· sEf• "-.__, .. / --------- ~-:· __ ::. : -=-·. ~ss: Lon sel -J. ner ----- ---fi1/w -·' .. ,_ ---... ✓ ' 58---y-&o.LJ.eu -J. ne r - /1\: . -. """ - DATE INITIAL I I i' ' ' ' ' '· Ii ' ~1 ·1c:-1 ~ I I ... ' i I I I , I 't ' i I I i I I I I ' I ' --. ~ -> -I -, il i ' I , i I lrrul'< o · · ._-:,:,'"f:_. r: z -•-------.911 , 1 : ol'< ,s 1 /fO· --->-r;;;:·-' / I f j>,I.. I . ---C,-"-"-, .),, 4'.:ir ,, L -i , ""'' ,,, ,J 1 .. . '"-37~: "::~.-... -----•-+--·-· ---f:C-.. -/2 ~! ~ --"1R-:sft'·2, --------··· --· I ., '1! ] '~"" y ---~------------_____ -_ ... ~·--· "-~--·-·-,,_ "1/ ":+j .:,1 -1 pf'.\.. \f'iG· . y --· -·-------... .... -·-· ... ----\,;f-,.=::c:cc_,~-,t'4.'"' 'l ~ I I r: 0 !'10' I I !!.11 -'j . , ' . i , sf: \f'iG-I 1;[ -----------' \ " "'---/ 11 I 0 .. -----_ . . I I \ \ .. -'--'; ·, I !'10 I -... ---~ K \ -\ --\ ,.._ f>, I . -. ---. -, . ----_-··'\~ --~ ~-,..,...-, ------· ' -1 f 1 \ \ E;:;;c-11 1 I \ H~ i. I \\ '·CC \' ' -,::;.._ --I (--~--I' ' I ----· ----' I -~--. I I -------------· 'J \ \ ! ----..... I 'h --~..,. \\ II APPROVED FOR PLANTING If AS BUIL T 11 AND IRRIGATION ONLY INCLUDING PRECISE RCE EXP, DATE LOCATION OF PLANTING REVIE\v'ED BY1 AREAS INSPECTOR DATE ~ CITY OF CARLSBAD ~ PLANNING DEPARTMENT 8 4 PLANTING PLANS FOR: LEGOLAND Carlsbad OUTE:R PARK SETBACKS-ROUGH GRADING AP~~j! ,0:2o ~,y11: ASST. PLANN~ l~R EXPIRES DAT ----, ,-Jc". I -. ,. . . ' DWN BY: JWO PROJECT NO. DRAWING NO. DATE INI1lAL DATE INITIAL CHKD BY: 7PB ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 94-09-03 333-2Q CMJID 94-201 \ I .-,r--,...\ . :r ' a, ,... Q -,·, o-\ ' -0, I\) <o .0 \ C: \ a, IQ ,,, --J . J:0,---Ro.__ ......._.,. ___ i -. .. + --.,,,,..~::' ··--'--=c-s. --= ---· --" 1 V 33 M w .. .. .. w 762 Iner I _I r- • CRAPHIC SCALE Aca red 46 NORTH EB o' 10' 20' 30' 45' 60' 9o' 120' iiiiiil!!!!!!!!!liiiiil!!!!!!!!!!!!!!'!!!!liiiiiiiii~-~iiiiiii---iiiiii SCALE:: 1 ":30'-0" 48 Met exc 1g 5 Que I I e 3 Que I I e ,,,, 5 Pia rec 15g I NOTES: 47 w 1. FOR PLANT SCHEDULE, NOTES AND LEGENDS, SEE SHT 30 2. FOR SPECIFICATIONS, SEE SHT 31-34 3. CONTRACTOR SHALL HYDROSEED (STANDARD ,¥1-PER CITY OF CARLSBADCARLSBAD LANDSCAPE MANUAL) ALL SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 180 DAYS 8 15g 1g 6 15g -------41. __ Iner 7 .. .. .. .. .. "' -eu-e 1 I e Pin hal Rhu Int Aln rho Cea grl Que I I e .. .. .. .. \ \1 \\\ \ ' \ \ Pih hal ·--\-·-·--------. '\ \ 67 Cot bux f---'-'----t-'---------'1-, ---1 ner .1\ --- 1 78 H 1g 3 Que a ,/ / ,/// 1-,-1...;6...;...;t-=E::.ac""h---'-f a""s'+-.., / Iner I I f«ii'_oJf-___ _ 10 1 Sg .. "' .. .. .. .. .. "' .. Iner 3 --tJ_ -_::c-\'\;:c:c.:::-------------'--, -------~ ...... _ / l I I I r·-.-• ,,,-.:-----L -----I r··-A ....li----·_-v-----~· ,.. ,.- ' I \~ ---' ' 11 \ f7•A\~ N)OBD 'f7J p(j lf'( L l-C/7'( 11 AS BUIL T 11 l "R~ f¼J('(-'! Tr<.EE'fEF. 4 fltAAtfilh • APPROVED FOR PLANTING > 8ft !6S pue ~ fAVttvb Of' f3UTU!?Ei AND IRRIGATION ONLY f:<A)Cpd lE'&O s/,/11 > fA/<KtNb ~fN.JStON M~- I SEE Al-S6 DMWIN& /.Jo, 3'3'3--?&\. INCLUDING PRECISE RCE EXP. DATE .,. \ ~ ---LOCATION OF PLANTING RElI,E~ ---5µf11 AREAS INSPECTOR DATE • 50APi SASAKI w CITY OF CARLSBAD ~ PLANNING DEPARTMENT g 4 Sasaki Associates, Inc, PLANTING PLANS FOR: .'_ 703 Palomar Airport Road -1--i =~l Suite 170 LEGOLAND Carlsbad ' OUTER PARK SETBACKS-ROUGH GRADING Carlsbad, CA 92009 APP~ _ ' 3t,•3ft?-~ ,~t~ , ASST, PLANNll~-_c-~ EXPIRES ATE S·l·'1'l ~~L 11\ i.<;-"'-Ut£-, ~ev1s1or-14, 13,, J', Jrj DWN BY: JIH2 PROJECT NO. DRAWING NO. DATE DATE INITIAL DATE INITIAL CHKD BY· TPl1 CT 94-09-0.J .J.J.J-2Q ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD 94-201 I ,,1 r-- / I I \ ', / i ! ' '' I I 1 ·-.. ,.,,, I I ·· •✓ I I I 56 Iner \ \ 50 1g I I / 7·~.\ I I \\ \\ \\ 11 /1\ _,1 •• GRAPHIC SCALE I \ /// 9'. 10']20' .JO' 45' v/11111.,. ffi 90' 120' I I I I I I \ ' I// fi\i '/ !i\11 · I I , 11SCAL£: 1"=30'-o" I / ·•J I \/ I I , I I I i i NOTES: I 1. 2. 3. FOR PLANT SCHEDULE, NOTES ANC>~QS, SEE SHT 30 / I FOR SPECIFICATIONS, SEE SHT 31-34 CONTRACTOR SHALL HYDROSEED (STANDARD *1-PER CITY OF CARLSBADCARLSBAD LANDSCAPE MANUAL) ALL SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 180 DAYS \~Jc✓'\\✓ \~ 29 ~ C ~__r;-~ 1g 86 1g 73 Iner ~ . ~ 1 ""' .---_, •-~ * Rhu Int Pin can --~- Cot b~-;-- SASAKI 71t/6 l!~M 16 0/3S61.Ell£ tr£re?f W 0/?AWIN& No.---· .. ·• 33~-Z.6lA, '5tffi'S? ;v'o.-zo f'i:';Y /t"3 ~fl-T IN/"O. -·· " 1g 9 15g 24 Het orb / ,,,,,,.-- Mat--;;c Aca red ! I I INSPECTOR DATE CITY OF CARLSBAD ~ --~---t---------+--+--+----4~ ·~ J v PLANNING DEPARTMENT T Sasaki Associates, Inc .1 --J-----t----------------+---1---J---+-~ ~P::L=A:=:N~TI~N'.,'G~P=LA=N=s=r=o=R:========:::::!..'.:::== LEGOLAND Carlsbad OUTER PARK SETBACKS-ROUGH GRADING 703 Palomar Airport Rood Suite 170 Car lsbod, CA 92009 AP~RO)I D ~ IY\ I I. __ILllj~~:rp:I! ~-~• ~~'"'---3 13 L'1'1- r;-t-"l'l RWl'f 1 AS-B«l'-T" ~lSl ON c_A~S~STr=.~P;:L=A~N~N l~G=D~I ~E=E=~O=R~~~EX=P=IR=E=S=:;;:::=DA=T=E== t""rio"i'ATii'E7'-i11N5flT~IA;:;L--t'"""-'-"~=="---'=====c__------l---,D-AT=E__j_l_NI-TI-AL~2DfA:2:TEZ,<\-JIN'.J:ITIZA_Lj 'DWN BY: _,,J,,m,"---PROJECT NO. DRAWING N 0. REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g ~~: ..L.TP,Cli'B'---CT 94-09-0.J .J.J.J-2Q ENGINEER OF WORK CMWD 94-201 04 7601 . ., . " \ \1 I I ' ,, \ \, '\ \\ I I\ I • I I \ \\ \I .. GRAPHIC SCALE O' 10' 20' JO' 45' 60' 90' 120' ~~~~~~;;;;;;;;;;;;;;~ SCALE· I" JO' o• NOTES: 1. FOR PLANT SCHEDULE, NOTES AND LEGENDS, SEE SHT 30 2. FOR SPECIFICATIONS, SEE SHT 31-34 3. CONTRACTOR SHALL HYDROSEED (STANDARD 11-PER CIITY OF CARLSBADCARLSBAD LANDSCAPE MANUAL) ALL SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WlrHIN 180 DAYS 29 ... * SASAKI 703 Palomar Airport Road Suite 170 Carlsbad, CA 92009 -• -~m~ ENGINEER Q, WORK REVISION DESCRIPTION II I II r ----I I I I I -J ____ .. -I I / I /I / . I OTHER APPROVAL CITY APPROVAL I I 1 I "1 1 1 1 I 1 , 1 1 1 1 · · RCE __ _ EXP,----DATE REVIE\vED BY, INSPECTOR DATE PROJECT NO. DRAWING NO. DWN BY Jlft2 CHKD BY: .11TPB:e___ RVWD BY: CT 94-09-03 333-20 CMW'D 94-201 ,~·, ~ ~o-~.,, i I I I I / I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I I / I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I / ! I I I I --·--I -·-·-·· --t- I i I I I I I I I I /' I I I I I I I I I I I I / ,,..----✓.,--- -·-.C.'-'~=-,,_.,---·-•=-., ----------·--·=--""~....L--.. _., __ _ ·········+ t.e92, .f 3. -- FOR SPECIFICATIONS, SEE SHT 31-34 \ I I ' \ ' CONTRACTOR SHALL HYDROSEED (STANDARD ,111-PER CIITY OF CARLSBADCARLSBAD LANDSCAPE MANUAL) ALL SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 180 DAYS \ I \ \ __ , __ _ SA SA Kl Sasaki Associates, 703 Palomar Airport Road Su i t e 170 Carlsbad, CA 92009 DATE INITIAL DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RCE __ _ REVJE\./ED BY, EXP, ___ _ DATE I L CMWD 94-201 I I NORTH EB GRAPHIC SCALE 0' 10' 20' 30' 45' 60' 90' 120' i.iiil~iiiiii!!"!!!!!!!!!liaiiiiii""!!'!!!!!!!!!!!!!!!'!'!!!!!!!!iiiiii.iiiii.iiiil SCALE: 1"=30'-o" NOTES: 1. FOR PLANT SCHEDULE, NOTES AND LEGENDS, SEE SHT 30 2. FOR SPECIFICATIONS, SEE SHT 31-34 3. CONTRACTOR SHALL HYDROSEED (STANDARD ;¥1-PER CITY OF CARLSBADCARLSBAD LANDSCAPE MANUAL) ALL SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 180 DAYS SASAKI Sasaki Associates, Inc 1---l----1---------------------j-----t-------t---,--, 703 Palomar Airport Rood Suite 170 Carlsbad. CA 92009 h.._~ •• ,_ .. ,"''lt--.l"i1r._{M-:-/p,..-+;"1-~ ---j·~-. ,-.1,t;-:.t!"r2J,}_8iffel'l'i.~"-l----1----+-S-<-·vl".>'-·94-_,H'>~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: .KJe/lO,,,_____ CHKD BY: =MQD~- RVWD BY: I I EXP, ___ _ PROJECT NO. CT 94-09-03 1 l DATE DRAWING NO. 333-2Q CMIID 94-201 ~,~, ,_. <.a~ ~--n ---_; PR! VA TE." RO/, 0 /J fl/!) U ll!.J f"'r' EA SLME.A/ / --~-________ ..,_-,,~ -'\ --- --'--l..;.,: FOR FUTURE: PLANTING ' I I GRAPHIC SCALE / \,"·\ ' SEE DWG No 3,, • -'u-20 I . I · -I ' I I ' I ., I __ J_ 1- 1 O' 10' 20' :JO' 45' /60~ 90' 120' --~~-~iiiiliii~-~iiiiiiiiiiii~ SCALE: l"=:J0'-0" \ \ \ I ' I \ \ ' \ r---- 1 L NOTES: 1. 2. FOR PLANT SCHEDULE, NOTES AND LEGENDS, SEE SHT 30 FOR SPECIFICATIONS, SEE SHT 31-34 CONTRACTOR SHALL HYDROSEED (STANDARD #1-PER CITY OF CARLSBADCARLSBAD LANDSCAPE MANUAL) ALL SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 180 DAYS / I I LJ __ / / I l --' I I !VO 333--2u -- {HIS Sf(66/ /S OBSOCETE:'. flbfU+Cl5D 8y D~ftwttvb M,, 3~o-~/ Si';'LC/5 '!J "f, I ? G,, . • ·'------- APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS I I I I I I I I I I I I ! ! I I I RCE __ _ REVIE\.IED BY: INSPECTOR I I I I I I I I I I I I I I I I I I ! / I I I I BUIL T11 EXP, ___ _ DATE DATE SASAKI fsHml CITY OF CARLSBAD ISHill'sJ l----l----+----------------1------1----1----1-----I ~ PLANNING DEPARTMENT ~ ~='..===::::::::::::::::::::::::::::::::::::==::::::::::::=:::::..::::======! Sasaki Associates, 703 Palomar Airport Rood Suite 170 Carlsbad, CA 92009 I n c .l---+---l------------------1----1---1---1---l I DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 0TH ER APPROVAL CITY APPROVAL PLANTING PLANS FOR: LEGOLAND Carlsbad OUTER PARK SETBACKS-ROUGH GRADING 2/7/97 APP~V~aa • Lu ,~~ ... ~ ASST. PLANNING DIRECR EXPIRES D WN BY: ..,,Jllt'.l.,,_ __ CH K D BY: .,,,l,IQD""--- RVWD BY: PROJECT NO. CT 94-09-03 DRAWING NO. 333-20 CMWD 94-201 GRAPHIC SCALE o· 10· 20· 30• 45• 60' 90• 120· ~!!!!!!!iii.~!!!!5.i~!!!!!!!!!!!!!!!!!!!!!!!!!!I;;;;;;;;;;;;;; ..... SCALE: 1 "=30'-0" .. · __.~~ ,/' ~,.,,,, ,/ I .I I I I I C ,·;/· I,,..,,.,, )· /, I / I // I I : \ // //,,./ NOTES: 1. 2. 3. FOR PLANT SCHEDULE, NOTES AND LEGENDS, SEE SHT 30 FOR SPECIFICATIONS, SEE SHT 31-34 CONTRACTOR SHALL HYDROSEED (STANDARD #1-PER CITY OF CARLSBADCARLSBAD LANDSCAPE MANUAL) ALL SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 180 DAYS _ J_ I . :\ v I ~JJ...,,_Rw / ••s • ~·~- '"·,,, _ --... ,,," .. ··,." '"'· '' AS BUILT" RCE __ _ EXP, ___ _ REVIE\JED BY: INSPECTOR • DATE DATE I I I I _J I SASAKI ~ CITY OF CARLSBAD [s"HITTs) l---+---+----------------,-,i--,--,-7 ~ PLANNING DEPARTMENT ~ ~p=1=A=N=r=rn~G~P:,::LA=:N=::S:==::F:::O~R=, =========---===== Sasaki Assaciates, 703 Palomar Airport Road Suite 170 Carlsbad, CA 92009 Inc .. 1---+--+------------------t----r---t---t--, DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LEGOLAND Carlsbad OUTE:R PARK SETBACKS-ROUGH GRADING AP~q~J!P -¥.,QOc, ASST. PLANN; rnhWoR EXPIRES OWN BY: -✓-1!!1 __ CHKD BY: -713~'8 __ RVWO BY: PROJECT NO, CT 94-09-0.J 3/,"3/1:t~ ~ DRAWING NO. .J3.J-2Q CMWD 94-201 r n) I // ! I Ii I I i I I I // I I I/ I I // I I ! I I I II I I I I I I I I I I I J I · 1,/ !,,_/ I Ii I I ii I ,,_ /7 ----½--- / I I I /lj?' 1//1 I / //I' / I I ,' /4. //. I' // /I ,, / I , 7 / I I /; ' I / .' ( 7;/ ;/;; 'RAPHIC SCALE _,,,· O' 10' 20' .JO' 45' 60' /? •/ it ----------- SCALE: 1"=-J0'-0" • I / I " I ' I I I I I ' I I I I '' I I I I I I \ \ ' \ \, ____ ,,. ... -·-\ ... \ \\, \ \ \\ \ \ \ "AS BUIL T 11 EXP, __ _ ·, \ DATE DATE .t. i. I• I I I / 1----1----+---------------+----t----+----,---1 ASST. PLANNI~ EXPIRES ENGINEER OF WORK REVISION DESCRIPTION 1 I o:-.~? I -lol!:CL r.:.•-4----1--+;<:,:.l,,:,c..,:.4-Q,4,-1 OWN BY: .,..JHQ""--- ,--DA_TE~_IN_ITI_Al-t-_DA_TE __ 1N_ITI_AL-t CHKD BY: ~lPB-- RVWD BY: OTHER APPROVAL CITY APPROVAL PROJECT NO. DRA'MNG NO. er 94-09-o.J .J.J.J-2Q CMIID 9.tf.-201 / / / ·•.,. GRAPHIC SCALE 1 o· 10' 20' 30' 45' 6£' ' SCALE: I 90' 120' ! ( I I /'-/ I /. NOTES: J. FOR PLANT SCHEDULE, NOTES AND LEGENDS, SEE SHT 30 2. FOR SPECIFICATIONS, SEE SHT 31-34 I /3. 1CONTRACTOR SHALL HYDROSEED (STANDARD #1-PER .J / CITY OF CARLSBADCARLSBAD LANDSCAPE MANUAL) ALL SHEET GRADED PADS NOT SCHEDULED FOR I i·. ' / ··•.IMPROVEMENTS WITHIN 180 DAYS • I I 1 SASAKI Sasaki Associates, Inc 703 Polomor Airport Rood Suite 170 Carlsbad, CA 92009 ts 0/!JSO~-,fePu,c.er> · 11 AS BUIL T11 VtUb ,.t,t,. '3~~-Zlf'A., S/(CL/5 APPROVED FOR PLANTING ,.. . \.,;.··· i I -A AND IRRIGATION ONLY I r -.. ; . I ! INCLUDING PRECISE RCE EXP. DATE ·, \ I I \ (_ I I I '---...._j --.... _ I .j I LOCATION OF PLANTING REVJE\JED BY: ' -......,, ~r'" '·· I -· I I ,·· \ ( / I I ' I I //" , '•.J ,/ AREAS ,, DATE \ . ' ··, INSPECTOR '·.J ., w CITY OF CARLSBAD ~ PLANNING DEPARTMENT 7 4 PLANTING PLANS FOR: LEGOLAND Carlsbad OUTER PARK SETBACKS-ROUCH GRAD/NC 2/7/97 APP~ .. OO,.., '3/r¥4't: " ·•~ • -, -. ASST. PLANNIN DIRE OR EXPIRES DAT ... -(-7-, ,. /1\ ---,waf.1bli.-... . -Sfr._ <',.\~ . .,, U', . OWN BY: JHQ PROJECT NO . DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: MQQ CT 94-09-0.J 3.J.J-20 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD 94-201 I\ ---------1 ------------ I ... ·-· ·-·-··-· -----~•··· -·~c-' ,-_.__..-J -- ·--· --·• ·--- GRAPHIC SCALE 0' 10' 20' 30' 45' 60' NORTH EB 90' ------------------ SCALE: 1 "=30'-0" 1. 2. -·· ··-·" FOR PLANT SCHEDULE, NOTES AND LEGENDS, SEE SHT 30 FOR SPECIFICATIONS, SEE SHT 31-34 3. CONTRACTOR SHALL HYDROSEED (STANDARD #1-PER CITY OF. CARLSBADCARLSBAD LANDSCAPE MANUAL) ALL SHEET GRADED PADS NOT SCHEDULED FOR ----IMPROVEMENTS WITHIN 180 DAYS • \ I \ \ t \ J..-•·---·-~-"-·--- LOCATION OF PLANTING AREAS --· , ... -"'( -·"";-· 11 AS BUIL T 11 RCE __ _ EXP ___ _ DATE REVIE\JED BY, INSPECTOR DATE SASAKI ~ CITY OF CARLSBAD ~ t---t---+----------------t---1---+--+---I ~ PLANNING DEPARTMENT ~ ~P~LA==NT:::I::'.N,'.:G==PLA==N==s=r=oR=:=========-====: Sasaki Associates, 703 Palomar Airport Road Suite 1 70 Carlsbad, CA 92009 Inc ~~,--,, l!l,J_-'t_ /1 DATE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL LEGOLAND Carlsbad OUTER PARK SETBACKS-ROUGH GRADING ---!!'~!!l!!'l,ll•~G!\~!:J.tl,.,.~AIIYo!Mk'.U.::.1'L'!.~'.'\-~'3 I '3 L APPf,Q~f,p I :'1 ~ ASST. PLANN'jfu; Dlfir0roR EXPIRES DA D WN BY: ~J-HO __ CHKD BY: ~IB~'B-__ RVWD BY: PROJECT NO. DRAWING NO. CT 94-09-0.J .J.J.J-2Q CMWD 94-201 \ ) NORTH EB _J NOTES: 1. 2. 3. FOR PLANT SCHEDULE, NOTES AND LEGENDS, SEE SHT 30 FOR SPECIFICATIONS, SEE SHT 31-34 GRAPHIC SCALE o' 10' 20' 30' 45' 60' 90' 120' CONTRACTOR SHALL HYDROSEED (STANDARD #1-PER CITY OF CARLSBADCARLSBAD LANDSCAPE MANUAL) ALL SHEET GRADED PADS NOT SCHEDULED FOR ---------- SCALE: I"= 30' IMPROVEMENTS WITHIN 180 DAYS • SASAKI APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS 11 AS BUILT'' RCE EXP. REVJE\./ED BY, INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT DATE DATE ~ ,f. t====i====t=============================t====+====~====r===i ;:1 P=L=A:=T=IN=---1 G=P=LA=N=S=FO=R=, ========-=== Sasaki Associates, Inc. LEGOLANO Carlsbad 703 Palomar Airport Road Sui t e 1 70 Carlsbad, CA 92009 ENGINEER OF WORK 1 REVISION DESCRIPTION OUTFR PARK SETBACKS-ROUGH GRADING DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CMW 94-201 lt.) b, (I\ I ,-., p I PLANT MATERIAL SCHEDULE • QTY BOTANICAL NAME COMMON NAME SIZE REMARKS ~-......... TREES r 44 PIN '-1 S -1,/ A U:7' €,V<;, !"'1 A1.-1,r£;PO f'1Ne '2-l/11 /30X 'f'-101 Hlbl-J, 1-'-<l'W!PIF" r1 Aln rho 34 Alnus rhombifolia White Alder 15 gal. 8' -1 o' high, 2' -3' wide Aln rho 12 Alnus rhombifolla White Alder 24"box 12'-14' high, 3'-4' wid, Pin hal 1 '1'2--W-} Pinus halepensis Aleppo Pine 15 gal. 6'-8' high, 2'-3' wide Pin can 34 Pinus canarlensis Conary Island Pine 15 ool. 6' -8' high, 2' -3' wide Pin can 32 Pinus canorlensis Conary Island Pine 24"box 8' -1 O' high, 3' -4' wide Pio roe 18 Platonus rocemoso California Sycamore 15 aol. 6'-8' high, 2'-3' wide Pia roe 6 Platonus rocemoso California Sycamore 24"box 9'-10' high, 4'-5' wide Que ogr 38 Quercus ogrifolio Coast Live Oak 15 gal. 6'-7' high, 2'-3' wide Que ogr 13 Quercus ogrifolio Coast Live Oak 24"box 9'-10' high, 3'-4' wide Que agr 10 Ouercus ogrifolio Coast Live Oak 36"box 10'-11' high, 4'-5' wide Que ile 95 Quercus ilex Holly Oak 15 gal. 6'-7' high, 2'-3' wide Que lie 3 Quercus llex Holly Oak 24"box 9'-10' hiqh, 3'-4' wide LARGE SHRUBS Het orb 214 Heteromeles ,orbutifollo Toyon 1 gal. Spacing at 8' o.c, Mel nes 128 Meloleuca nesaphila Pink Meloleuca 1 gal. Spacing at 8' o.c. Met exc 257 Metrosideros excelsus New Zealand Christmas Tree 1 gal. Spacing at 8' o.c. Rhu Int 257 Rhus lntegrifollo Lemonade Berry 1 gal. Spacing at 8' a.c. LOW SHRUBS /\co red 1,379 Acacia redolens NCN 2 3/4 liners Spacing at 8' o.c. Cea gr! 238 Ceonothus ~riseus 'Horizontal is Carmel Ceonothus 2 3/4 liners Spacing at 8' o.c. Cot bux 482 Catoneaster buxlfollus NCN 2 3/4 liners Spacing at 5' o.c. Ech fas 126 Echlum fastuosum Pride of Madeira 2 3/4 liners Spacing at 5' o.c. Lon sel 325 l,antana sellowiona Lavender Swirl Trailing Lantana 2 3/4 liners Spacing at 5' a.c. Plu our 79 Plumbago ourlculato Cape Plumbago 2 3/4 liners Spacing at 8' o.c. Ros off 238 Rosmarlnus officinolis Rosemary 2 3/ 4 liners Spacing at 8' o.c. Sol Leu 325 Salvia leucan tho Mexican Bush Sage 2 3/4 liners Spacing at 5' o.c. GROUNDCOVER _r._r. .r 79,000 Myaporum 'pociflcum' Myoporum flat Spacing at 24" a.c. r>". Y¼ 8,500 Lonicero Japonica 'Halliono' Honeysuckle flat Spacing at 24" o.c. ,. / / / / 14,800 Vinca minor Dwarf Periwinkle flat Spacing at 24" o.c. 1.,-,, /.,, I I I I 47,700 Bocchorls pllulorls Coyote Brush flat Spacing ot 12" o.c. I I I I HYDROSEEDING 1//// 586, 500sq. ft. See specification See specification See specification .. .. "' .. .......... 37,600s q. ft. Elymus triticoides Beardless Wild Rye See specification .. .. .. ., Total number of 15 gal. Trees 175* 72% Total number of 24" or > Trees 67* 28% Total Trees 242 100% • Does not include 55 street trees added by the City of Carlsbad or the 35 trees added for screening to be credited towards furture parking expansion tree planting requirement. tf::,. il?.Ee:> lr{)l)e:J 7Z) FUt..FIL.t.., Urz.t ~~-fs fr'/<. { 7Je€F f>€X Cf !"'A-/?/<I/Ub S/'lfce5 b~e 7lJ f,ti11AJG, OJ=-fcl'!l)lf{; 1$Clt;;SJ 6XPl'W5/o~ Met· SEcftuo Ofi./!WIAJh A)/). ?!-3-'Z~.+· NOTES: 1. VERIFY AND MARK ALL UTILITIES IN FIELD, PRIOR TO CONSTRUCTION. 2. ALL /\REAS AFFECTED BY CONSTRUCTION INSIDE AND OUTSIDE OF LIMITS OF CONSTRUCTION SHALL BE REPAIRED 'MTH PLANT MATERIAL TO MATCH EXISTING. 3. FOR ROUGH GRADING REFER TO DRA'MNG PACKAGE 333-2Y. 4. L/\NDSC/\PE ARCHITECT TO APPROVE PLACEMENT OF PL/INT M/\TERI/\L IN FIELD PRIOR TO INSTALLATION. 5. ALL SLOPES STEEPER TH/\N 6: 1 SHALL BE PLANTED 'MTH COVER CROP AND JUTE MESH, SEE PLANTING PLANS. 6. GROUNDCOVER PLANTS SHALL EXTEND UNDER SHRUB SYMBOLS LEGEND • TREE LOCATION SHRUB SOIL TEST LOCATION --------PROPERTY LINE (j) ® (j) ® ROOTB/\LL SECTION (j) ® (j) ® ® (J) ® • "' LEGEND 1. 24" CORDED TIE. SEE SPECS. ATTACH W/ (2) ROOFING NAILS. 2. 2" DIA. x 10' LODGE POLE PINE STAKE, KEEP CLEAR OF ROOTB/\LL. SEE SPECS. 3. WATER BASIN. 3" MIN. DEPTH AFTER WATERING BY HOSE. REMOVE BASIN IN TURF AND /\S DIRECTED BY LANDSCAPE ARCHITECT. 4. 5. 6. 7. 8. 9. FINISH GRADE. AMENDED BACKFILL. SEE SPECS. FOR MIX AND PIT SIZE. 21 GRAM PLAN TABLET. SEE SPECS. EXISTING SOIL SCARIFY SIDES AND BOTTOM OF PLAN- TING PIT. ROUNDING GRADE AND SLOPE FOR DRAINAGE. NOTE: MAINTAIN TURF /GROUNDCOVER 12" CLEAR FROM TREE TRUNK. 0f--!T-'-'R=E=-E ...:.P--=L::.,;A"-'N..:..:Tl..:.:N..::.G:...: --=S"'-1 N..:.:G:c.=L=E-'S=-T'-'--A.:;_.;K=E ___________ _ LEGEND I\ ~LANTANA SELLO'MANA f O ~"'-"' """'''"' tlf 1. LOCATE PL,ANTS 'MTH EQUAL SPACING AS INDICATED ON PLAN (TRIANGULAR SPACING). 2. 5'-0" O.C SPACING 4 LANTANA SELLOWIANA INTERPLANTED W SALVIA LEUCANTHA A LEGEND 1. LOCATE PL.ANTS 'MTH EQUAL SPACING AS INDICATED ON PLAN (TRIANGULAR SPACING). 2. SEE SCHEDULE (;'\ GROUNDCOVER PLANTING 0------ • SASAKI Sasaki Associates, Inc 703 P~lomcr A~rport ~ood Suite 1 70 Carlsbad, CA 92009 !>I 1-'l ,.,. !11{ft /1\ AC:. ~f/7 ~/JC.. DATE ENGINEER OF WORK REVISION DESCRIPTION EQ. EQ. LJ_J LEGEND 1. TREE/SHRUB 2. WATER BASIN -3" MIN. DEPTH. 3. Fl NISH GRADE. 4. AMENDED BACKFILL SEE SPECS. FOR MIX. 5. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 6. EXISTING SOIL. 7. PL/\N T T /\BLET, SEE SPECS. 8. SET CROWN OF ROOTBALL 1" ABOVE FINISH GRADE AND SLOPE SOIL AW/\ Y FROM ROOTBALL. PLANT PLACEMENT NOTE: AVOID PL/ICING SHRUBS/TREES DIRECTLY IN FRONT OF IRRIGATION SPRAY HEADS ~ PROVIDE CLEARANCE WHERE POSSIBLE. 01---T_RE_E_/_S_H_R_U_B_P_L_A_N_T_IN_G_O_N_S_L_O_P_E ___ _ l,, +--- EQ. EQ .. LEGEND 1. SHRUB. 2. WATER BASIN. 3" MIN. DEPTH. 3. F'INISH GRADE. 4. AMENDED BACKFILL. SEE SPECS. FOR MIX AND PIT SIZE. 5. SCARIFY SIDES /\ND BOTTOM OF PLANTING PIT. 6. EXISTING SOIL 7. PLANT TABLET. SEE SPECS. 8. SET CROWN OF ROOTBALL 1" ABOVE FINISH GRADE AND SLOPE SOIL AW/\Y FROM ROOTBALL ~ HIGH AND LOW SHRUB PLANTING \}_Jr-------- APPROVED FOR PLANTING 11 AS BUILT'' AND IRRIGATION ONLY (/;.)JOp-lcEk2 ">f1.,1(n INCLUDING PRECISE RCE EXP. DATE LOCATION OF PLANTING REVIE\./ED BY, l-1E:kA?K 5·1-~ AREAS INSPECTOR DATE ~ ~ CITY OF CARLSBAD 0 PLANNING DEPARTMENT ',f. PLANTING DETAII.'l FOR: LEGOLAND Carlsbad OUTER PARK SETBACKS-ROUGH GRADING APPw:1& • L } ,~ "3 /3"l=t ASST. PLANNI~ EXPIRES • DATE DWN BY: JWO PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: [Pfi.. CT 94-09-03 333-20 OTHER APPROVAL CITY APPROVAL RVWD BY: CMW 94-201 The following standards ore cited fro'"'.' the City of Carlsbad Landscape Manual and will be strictly enforced by the Coty Inspector. SLOPE REVEGET ATION/EROSION CONTROL POLICIES AND REQUIREMENTS 1111 li•l1SiiM1S&iaiiF- E.1-1 Soil ~ms ion L5 detnmenta.l to the quality of life in Carlsbad dt..:.e: LO topsoil loss<MJd siltation oi waterways ~d lagoons. E.I-2 The most cltective t'.r'OSion control i.s the establishment or ptrmanent lanCBvtp1ng. E.1-3 Erosion pote:itials shall be mitigatad ~hrough erosion cpntrol planting/slope revegetltion. E.1--+ [rrigation shall be \lesigntd to apply optimum ¼rater to the: slope plants without L<'.l.USing erosion. E. l-5 Plam materials used on ::;lopes shall be those species that a.re knO"'-TI to have, low \.\·ater requirem~nts anct rooting .:iystems ot various depths that will mlr..imize i!:rosion ,mJ soil .:;,lippage. E.1-0 Plant matt!riab usc".J iha!I bt ..:ompatible in cultural require:Tlents and 3.~sthet1c J.ppe,lr.i,nc~ to aJ_ia.c~n~ naturu.l !~dstapes. 1111 l•Jl:l§rt4ii1i##1i#M1t•ll€1 BIi !nc:!ude but not I im1ted to: Fire :-.1anagt>:ment Program Policies and Requiremt!ncs G~:-itrJ.i L.:i.ndscape Mid lrq~at1on Polic:es and Reqi.:iremems \\"ater Cun.$~rvacion Policies and Requirements REQUIREMENTS E 3. I SLOPE PL-\ST!SG E.J. l. l SLOPE Pl-\STiSG STANDARDS Slo~s requiring ~rosion control measure.s as speciried herein shall be treated with on~ or more oi the io!lowing planting standards: ,. St>ndu;d #I -COVER CROPIJLTE )1ESH Cover -:rop shall be a seed mix ~'Pically made up of quick germinating .ind fast CO\'ering grasses, clovers. and/or •\·ild t1owe:rs. Submit the specific 3e€d mix for C:ty ~pproval prior to application. The cover crop sh.al! be applied at a r.:i:re :and mariner suificimt to provide: 90% coverage within thirty 1301 days. T~l)e of jute me.sh shat! be as approved by the City and staked to the slope as recommended by the ma.ni.:iacture:r_ Jute mesh shall be required ¼:hen planting OCCJJrs between August 15 and April 15. During the remainder at the year. the cover crop and/o:r jute mesh may be used. b. Standa,tl 112 -GROl,'1-<"D COVER On• hundred I 100%) percent of the am shall be planted with a ground cover knoom to have excellent soil binding char-acte:ristrcs tplanted from a. minimum size of flatted material and spaced to provide full cow:~e within one year). c. Standanl #3 • LOW SHRCBS Lo\\• spreading woody shrubs (planted from a minimum of2 ¾ inch IinerS) sh.all cover a minimum of ~nty (70%) perce:nt of the s!c,pe face 1.nt mature si.zeL d. Standard #4 -TREES AND/OR !ARCE SHRUBS Tret:5 and/or large shrubs shall be \planted from a minimum of l gallon containers) at a minimum rate of one (1) plant per two hundred 1200) square ft:et. E-3·!.2 .-\REAS OF .-\PPUCAT!ON IPl-\.'-l"ING) E-3· I .2.1 SLOPES •• 6: I orsteeper '"'d: a 3 feet or les.s in~ height and are adjacent to public walk.'! Or" streets require at minimum Standard #l (cover crop and juted). b. 4 feet to 8 f«t in -h,;gbt requ;,e Standards #1, #2 and #3. c. In oxcess of 8 fttt in ""1:i<>l h.;ght require StaJ1dard.s #l, #2. #3 and 14. E.3-l.2-2 SPECIAL COND!TlONS E.3-1.2-2.1 ~ graded flatter th.an 6:1 require S~dard #1 /cover crop) when they have one or more of the following conditions: a. Sheet graded pads not ,ch«luled for improvements within 6 months of completion of rough grading. b. A l'Otential erosion problem as detennined by the City. c. Identified by the City a.s h;gh1y visible areas to the public or have special conditiOns that '\,<;,arrant immediate treatment E.3. 1.2•2.2 Areas to be hydroseeded shall first be disked or rototilled to provide• friable. loose seed bed. E.3-1.3 1-fi"DROSEEDING E.3-1.3.1 Hydro,eeding in lieu of Standard #2 may be allowed if approved by the City and under thl! following conditions. a... Native plilt'lts .are n:quired to be planted as a condition of approval of the project by the City or other pn:siding agency and th.e required species are commercially una~lable in container or flallid stock. b. The slope is demon.str.,ted to the satisf>aion of the City to be too rocky for hand planting. E.3-1.3.~ Tor: hydro~ed mix, shall oon.sist of a .,,ariety of long Jived plant :-na.terials Y.'lth root syst~ms of v.a0-·ing depth. E.3-U ROCKY SLOPES Planting need not~ provided for cut slopes that are deemed by the City Engineer to be rockv in character and not ~ubject to damage by erosion. This also includes any slope:{ protected against erosion damage by other methods. Other methods can be used if they have been specific:a.l!y rec~mme:nded by a wils ~ngineer. engineering geologist. or eQuiva.lem authority and found to offer e:rosion protection equal to that provided by th~ planting specified in this .section and they are approved by the Gty Engineer. E.3-2. I SLOPE IRRIGATION .-IRE_;$ OF .-\PPUC.,TlON <IRRIGATlO!l:I All areas requiring planting under Section EJ~I sh.all~ irrigated with a perm,m<i:nt automatiailly controlled irrigation system tO\"tl"ing 100% oi the planted are.a and in coniormanc~ with th~ iollowing requirements. E3-2" SLOPE IRRIGATION STANDARDS EJ-2~-1 \\'ater 5eJ"\,·ice ipaint of connection I installation. temp0rary o:-permanent. shall be in place to coincide with planting timmg specified in section E-3-1 E.3-2.~-'.2 PtPE On gra.Je pipe is not allowed unless it i:, Je:mo:istrated to the 2t1sfaction oi the Ci!:': that the rock.-condition of the :slope would prevent tre:nch.ing_ In cases where 0n ·grade pipe is a·lkn,,.:f!d it shall be the galvanized type or L \ 'R resist.am PVC a.pp roved by the City. £.3·2.2-3 'l"5TER CO~l"ROL VALVE Projects with over 50.000 square feet of 3!0-pes shall ins.tall a. ··master control valve'• inorm.alh: closed) to be activated bv the automatic ~ontroller. This valve shall be located 1Ust do¼TIStTe.im of the poi~t of connection. E.3,2.2•4 " SEP.\R.~TE CIRCt:ITS a. The top. bottom. and middle of slopes shall be designed to operate: on separate circuits_ b. Li::vel planting areas adjacent to roads or walls 5' or greater in width shall be irrigated. separately from the slopes. E.3•2.2•5 SPRl:>iKLER HEAD TYPES The precipitation rate (based on 11'.! head pa.tteml of sprinklers ustd on slopes shall: a. not exceed .5 .. per hour on slopes 25· in horizontal distance or latget_ b. not exceed 1.4 .. pe:r hour on slopes 15· in horizontal distM.Le or less. SECTION 02930 LAWNS AND GRASSES PART 1 GENERAL 1.01 A. 1.02 A. 1.03 A. 1.04 A. B. G. 1.05 A B. WORK INCLUDED Provide all materials and equipment, and do all work required to complete the seeding, including furnishing and placing topsoil, as indicated on the Drawings and as specified. RELATED WORK Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include. bu1 are not limited to: 1. Section 02810. IRRIGATION SYSTEM; Irrigation system. 2_ Section 02950. TREES, PLANTS, AND GROUND COVERS; New plantings. 3, Section 02970, LANDSCAPE MAINTENANCE. REFERENCES Comply with applicable requirements of the following standards: Where these standards conflict with other specified requirements, the most restnct1ve requirements shall govern. 1. American Society for Testing and Materials (ASTM): C 136 0422 E 11 Sieve Analysis of Fine and CoarSe Aggregates Particle~Size Analysis of Soils Wire-Cloth Sieves for Testing Purposes 2. Slope Revegetation / Erosion Control Policies and Requirements, City of Carlsbad, CA (See Attached) SUBMITTALS Samples, The following samples shall be submitted: Material Fertilizer Lime Seed, each mix Loam borrow Ovaotitv lib,) 10 10 1 10 Manufacturer's Product Data: Manufacturer's product dala shall be submitted for the following materials: Aluminum suffate Fertilizer Certificates: Labels from the manufacturer's container certifying that the product meets the specified requirements shall be submitted for the following materials: Commercial fertilii.er Grass seed Ground limestone INSPECTION ANO TESTING Work will be subject to inspection at all 1imes by the Architect and City Inspector. Toe Owner reserves the right to engage an independent testing laboratory to analyze and test materials used in the construction of the work. Where directed by the Architect the testing Iaboretory will make material analyses and will report to the Architect whether matenals conform to the requirements of this .specification. 1. Cost of tests and material analyses made by 1he 1esting laboratory will behebocme byctthe Owner when they indicate compliance with the specmcation, and by I ontra or when they indicate non-compliance. 2. Testing equipment will be provided by and tests petformed by the tMting laboratoryj Upon request by the Architect, 1he Contractor shall provide such ~ux,ltary personne anci services needed to accomplish the testing work and to repair damage caused thereby to the permanent work. 3. Gradation of granular materials shall be determined in accordance withEA 1 ST 1 M G 136. Sieves for de1ermining material gradation shall be as descnbed ,n ASTM • Testing, analyses, and inspection required by 1he Con1ractor_ for his own information or guidance shall be at his own expense. Testing lab shall be: Soil and Plant Lab. 1594 North Main, Orange GA 92867, or approved equal. c_ 1.06 A. B. G. 1.07 A. B. c_ 1.08 B. Toe Contractor shall engage an independent testing agency to perlorm the following tests and analyses: Material Topsoil Tests and Analysis Required Mechahical analysis of soil and determina1ion of pH and organic matter content, and nutrient content. Recommendations shall be made by the testing agency as to the type and quantity of soil addttives required to bring nutrient content and pH to satisfactory levels for seeding and sodding. 1. Materials shall not be used in construction until test results have been reviewed by the Architect & City Inspector. 2. All costs associated with testing shall· be at !he expense of the Contractor. c.3.2 C.3·2.1 C.3•2.2 SOIL CONDITTON[NG SOIL TEST After rough grading. soil sa.mpl~ shall b.! taken from enough !ocatiol"IS on the site to represent an adequate cross section of conditions. C.3-2.3 Soil testsha.11 be perionned by a .soil testing laboratory 1pr~-approved b-.· the CitvJ. C.3-2.4 The test shall indic.a.te bur not be limited to the followtng: · - a_ organic matter content b. ~-P.K c. pH d. EC e. soil texture (silt. da.y. sand) f. r'f:Commendations for amendments. leaching, and maintenanci;: fertilizations. 'The results and recommendations of the soil tasting laboratory shal I be submitted to and approved by the Ci;.i. The approved recommendations for amendments and backfill shall be incorporated into the landsc.ape plans r,rior to the start of construc~1on and s.ha.11 become pan: of the approved plans. Products speciried by prod.ui;;t name by the soil lab in the recommendations mav be sub~t1tuted with ··or equal" products approved by the City. - DELIVERY. STORAGE, AND HANDLING Deliver seed in original sealed containers, labeled with analysis of seed mixture, percentage of pure seed, year of production, net weight, date of packaging, location of packaging, and name of seed grower. Damaged packages will not be accepted. Seed shall be stored under cool and dry conditions so that the endophytic seed in the mixture is capable of maintaining a high level of endophytes Deliver fertilizer in· sealed waterproof bags. printed with manufacturer's name, weight, and guaranteed analysis. PLANTING SEASON Planting season for seeding shall be as follows: Seed Mix No. 1 Seed Mix No. 2 PJaotina Period Sanna 4/15 to 6/15 5/1 to 6/15 8/20 to 10/1 Spring only Planting shall only be performed when weather and soil conditions are suitable for planting the material specified in accordance with locally accepted practice. Planting season may be extended with the written permission of the Architect. ACCEPTANCE Acceptance: 1. The Architect will inspect all work for Substantial Cor11>letlon upon written request of the Contractor. The request shall be received at least ten calendar days before the anticipated date of inspection. 2. Acceptance of material by the Arch~ect will be for general conformance to specified requirements, and shall not relieve the Contractor of responsibility for full conformance to the Contract Documents. 3. Upon completion and reinspection of all repairs or renewals necessary in the judgement of the Architect, the ArcMect will recommend to the Owner that the work of this Section be accepted_ Seed areas will be accepted when in compliance with all the following conditions, 1. All areas show a unifonn stand of specified grass in healthy condition; 2. At least 60 days have elapsed since the completion of work under this Section. PART2 PRODUCTS 2.01 SEED A, Seed mixture: Standard grade seed of the most recent season's crop. Seed shall be dry and free of mold. Seed shall be inoculated wtth endophytes. Seed mixture shall be as follows: SEED MIX NO. 1 -Slopes along site perimeter Nameof Sft~d Lbs./ A=_ Lobularia maritima 5 Eschscholzia califomica 3 Phacelia campanu!aria 3 Planlago insularis 20 Minimum% f'.iJJjJy__ 98 98 98 98 Minimum 0/o Germination • 80 75 75 75 SEED MIX NO. 2 -Bottom of Detention Basin Only 2.02 A B. G. -D. E. Name of Seed Lbs./ Al;re._ Elymus triticoides 8 Deschampsia caespitosa 6 Vulpia microstachys 8 Hordeum califomica 6 prostrate Carex spissa 3 31 Lbs./Acre SOIL AMENDMENTS ANO FERTILIZERS Minimum% El!!ily__ 90 80 90 90 95 Minimum% Germination 80 so 60 80 50 Soil Amendments and Fertilizers are ro be incorporated into on~site soils. Landscape Contractor sh~I be required to gather on..site samples at approved locations as indicated on the Site Plan/Landscape Planting Plan. Agricultural suitability tests, including tests for Boron are to be petformed by an approval and acceptable Soil and Plant Laboratory. Percolation tests shall also be required as noted on Planting Plans_ All Soil and Plant laboratory Technical Analysis Reports shall be submitted to Architect and City Inspector in duplicate prior to trenching for irrigation installation. Soil and Plant Lab recommendations shall be implemented as directed by the landscape Archiject and City Inspector. All materials shall be of standard, approved and first·grade quality and shall be in prime condition when installed and accepted. Any commercially processed or packaged material shall be delivered to the site in the original unopened container bearing 1he manufacturer's guaranteed analysis. Organic Amendment: 1. N~rogen Stabilized: 0.56 to 0.84% N based on dry weight for wood residual or rice hulls. 2. Particle Size: 95% • 100% passing 6.35 mm standard sieve. 80% -100% passing 2.33 mm standard sieve. 3. Salinity: The saturation extract conductivity shall not exceed 3.5 millimhos/centimeter at 25 degrees centigrade as determined by saturation extract method. 4. Iron Content: Minimum 0.08% dilute acid soluble Fe on dry weight basis. 5_ Ash: 0-6.0% (dry weight). Soil Amendment: 1. Soil sulfur; Agricultural grade sulfur containing a minimum of 99% sulfur (expressed as elemental). 2. Iron sulfate: 20% Iron (expressed as metallic iron), derived from ferric and ferrous sulfate, 10% sulfur (expressed as elemental). 3. Calcium carbonate, 95% lime as derived from oyster shells. 4. Gypsum: Agricultural grade product containing 98°/ .. minimum calcium sulfate. Fertilizer 1. Planting fertilizer. Pelleted or granular form shall consist of the following percents by weight and shall be mixed by commercial fertiliz:er supplier: 12% nitrogen 12% phosphoric acid 12% potash 2. High imn acid fertilizer guaranteed analysis: Organic Nitrogen (Derived from Urealormw) (Solubte 1.3%, Insoluble 2.2%) Ammonic Nitrogen TOTAL NITROGEN Phosphoric Acid (Available) (Derived from Ammonium Phosphate) Potash (Water Soluble) (Derived from Sulfate of Potash) Calcium (Derived from Gypsum) Suttur (Combined) (Derived from Gypsum, Ferrous & Potassium Suttate) *Iron (Expressed as elements~ (Derived from Ferrous Ammonium Sulfate) *Manganese (Expressed as elemental) "Zinc (Expressed as elemental) 3.50% 3.50% 7_QQ% 7.00% 7.00% 1.50% 7.00% 7.00% 0.30% 0.30% "Derived from specially processed natural minerals containing a mixture of sutfides which become available upon exposure to air and water. ""Derived from Nitrofrom, Reg. TM of FBC Chemical Inc. APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS RCE __ _ REVIEw'ED BY1 INSPECTOR BUIL T'1 EXP,---~ DATE DATE 31 Lbs./Acre SASAKI L-----l----1-------------t---------i------r--r--7 fsHEETJ 1 CITY OF CARLSBAD ~ 4 Sasaki Associates, lnc.1----J.---1-------------------------t----t--,---,--7 ~~::;::::::::::~==::::=P::::L::A:::N::N::I::NG~D~E~P::A=R=TM=E=N=T===~~'.::::===j PLANTING SPECIFICATIONS FOR: LEGOLAND Carlsbad OUTER PARK SETBACKS-ROUGH GRADING 703 Palomar Airport Rood Suite 170 Carlsbad. CA 92009 DA TE INITIAL ENGINEER OF WORK DATE INlilAL REVISION DESCRIPTION 01HER APPROVAL OATE tNlilAL CITY APPROVAL APP~l ~Qt?e-. . 3 / 1 3/ei ?-- ASST. PLANNING DIRE \d EXPIRES DATE OWN BY: .,,_J.,,m,"--- CHKD BY: ~rn~e~_ RVWD BY: PROJECT NO. CT 94-09-03 DRAWING NO. 333-2Q CMWD 94-201 2.03 WATER A. 2.04 A. 2.05 A. Water shall be su~able for irrigation and shall be free from ingredients harmful to plant ltte. CELLULOSE FIBER MULCH Cellulose fiber mulch shall be composed of virgin wood, contain a green color addttive, be weed free, and non-polluting, containing no germination or growth -inhiMing factors. similar to Hydro Mulch, manufactured by Conwed Corporation, St Paul, Minnesota 55113. JUTE MESH Green color, vegetable fiber jute "Soil Saver", 48" roll by Ludlow Company, or approved equal. B. Staples -11 gauge. 6" x 1" looped wire. PART 3 EXECUTION 3.01 A B. 3.02 A. B. 3.03 A. B. C. 3.04 A. B. C. 3.05 A. PREPARATION OF SUBGRADE Subgrade shall be examined to ensure that rough grading and all other subsurface work in lawn areas and other areas to be seeded is done prior to start of seeding and sodding. Existing subgrade shall be loosened or scarified to a minimum depth of 3 in. prior to spreading 1opsoil. Subgrade shall be brought 10 true and uniform grade, and shall be cleared ci stones greater than 3 in_, sticks, and other extraneous material. APPLICATION OF SOIL AMENDMENTS Fertilizer and conditioners shall be applied a1 ra1es recommended by the testing laboratories. Mixing with topsoil: 1. Fertili;,er and conditioners shall be spread over the entire lawn areas at the application rates indicated above. 2. Materials shall be uniformly and thoroughly mixed into the top 4 in. of topsoil by discing, rototilling, or other approved method. FINISH GRADING Final surface of topsoil immediately before seeding shall be within ± 112 in. of required elevation, with no ruts, mounds, ridges, or other faults, and no pockets or low spots in. which water can collect. Stones, roots, and other debris greater than 1 in. In any dimension, which are visible at the surface, shall be removed and the resulting holes filled with topsoil, leaving a uniform pla.na.r surface. Finish grade surface with a drag or rake. Round out all breaks in grade, smooth down all lumps and ridges, fill in all holes and crevices. Rolling with a light roller is acceptable, if the surface is scarified afterward. In the event of settlement, the Contractor shall readjust the work to required finished grade. SEED APPLICATION seed shall be broadcast by means of an approved mechanical spreader, to give a uniform application at the following rates: Seed Mixture No. 1 Seed Mixture No. 2 Application Rate !b_;acre 31.0 31.0 Seed shall be applied in two equal applications for unfform coverage; diraction of travel of spreader for second pass shall be perpendicular to that of the first pass. Seeding shall net be done When it \s raining or snowing, or when wind velocity exceeds 5 mph, A1 the Contractor's option, and with the permission of the Architect, seed may be spread by the hydroseeding method, utilizing power equipment commonly used for that purpose. 1. Seed shall be .ipplied in two equal applications for uniform coverage; direction of second pass shall be perpendicular to that o1 the first pass. Seeding shall not be done when it is raining or snowing, or when wind velocity exceeds 5 mph. 2. Seed, li'me, fertilizer, and mulch Shall be mixed and applied to achieve application quantities specified Mereln for the conventional seeding method, with mulch applied at the rate o1 2,000 lb./acre, Other provisions specified above tor conventional seeding shall apply also to hydroseeding. 3. Mulch shall be applied in two stages whh 5% lo 10% of the quantity applied with seed and the balance applied separately. 4. Seed shall not be placed in water until immediately before application_ 5. CentrWugal pumps shall not be· used to apply seed mix without fiber mulch. Hand bma.dcast or use gear pump. 6. Ecology Controls M-Binder (tackifier) shall be applied-at the rate of 100 lbs.lacre. MAINTENANCE Maintenance shall be as specified in Section 02970, LANDSCAPE MAINTENANCE. END OF SECTION SECTION 02950 TREES, PLANTS, AND GROUND COVERS PART 1 GENERAL 1.01 WORK INCLUDED A. Provide all materials and equipment, and do all work required to complete the planting, as indicated on the Drawings and as specified. 1.02 RELATED WORK A. 1.03 A_ 1.04 A. B. C. D. 1 .05 A. 1.06 A. B. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. Section 02810. IRRIGATION SYSTEM; Irrigation. 2. Section 02930, LAWNS AND GRASSES; Seeding and sodding. 3. Section 02970, LANDSCAPE MAINTENANCE_ REFERENCES Comply with applicable requirements of the following standards. Where these standards conflict with other specified requirements, the most restrictive requirements shall govern. 1. American National Standards Institute, Inc. (ANSI): Z60.1 American Standard for Nursery Stock (Sponsor: American Association of Nurserymen, Inc.) 2. American Society for Testing and Materials (ASTM): C 136 E 11 Sieve Analysis of Fine and Coarse Aggregates Wire-Cloth Sieve,, for Testing Purposes 4. "Hortus Third". A Concise Dictionary of Plants Cultiva1ed in the United States and Canada, Cornell University, L.H. Bailey Hortorium, MacMillian Publishing Co., New York, NY. 5. Slope Revegetation / Erosion Control Policies and Requirements, City of Carlsbad, CA ( See Attached ) SUBMITTALS Samples: The following samples shall be submitted: Ma.ti=tial Semple Size or Ouantttv Tree stake 36 in. length Manufacture~s Product Data: Manufacture~• product data shall be submitted for the following materials: Aluminum sulfate Antidessicant Fertilizer Fungicide Herbicide Insecticide Certificates: Labels from the manufacture~s container certifying that the product meets the specified requirements shall be submitted for the following materials: Cornmercie.l fertilizer Test Reports: Test reports from an approved testing agency indicating compliance w~h the specifications shall be submitted ior topsoil, peat moss, planting soil mixture, and any other materials designated by the Architect. OWNER'S INSPECTION AND TESTING WorK will be subject to inspection at all times by the Architect and City Inspector. The Owner reserves the right to anafyze and test materials used in the construction of the work_ Where directed by the Architect, the testing laboratoiy will make material analyses and will report to the Architect whether materials conform to the requirements of this specification. 1. Cost of tests and material analyses made by the testing laboratory will be borne by the Owner when they indicate compliance wtth the specifica1ion, and by the Contractor when they indicate non-compliance. 2. Testing equipment will be provided by and tests performed by the testing laboratory Upon reQliest by the Architect, shall provide such auxiliary personnel and services needed to accomplish the testing work 3. Gradation of granular materials shall be determined in accordance with ASTM C 136. Sieves for deteimining material gradation shall be as described in ASTM E 11. CONTRACTOR'S INSPECTION AND TESTING Testing, analyses, and inspection required by the Contractor for his own information or guidance shall be at his own expense. Testing lab shall be: Soil and Plant Lab, 1594 North Main, Orange CA 92867. or approved equal. The Contractor shall engage an independent testing agency, experienced in the testing of agricultural soils and acceptable to the Archttect. to perform the following tes1s and analyses: Material Topsoil Tests and Analysis Rem1ired Mechanical analysis of soil indicating th~ percent passing by weight ot the following sieve si2es: i in., 1/2 in .• No. 4. No. 10, No. 100, and No. 200. Determination of pH, organic content, and nutrient content. Recommendations shall be made by the testing agency as 10 1he type and quantity of soil additives required to bring nutrient content and pH to satisfactory levels for planting. 1. Materials shall not be used in construction until test results have been reviewed by the Architect. 2. All costs associated with testing shall be at Contractor's expense. 1.07 A B. 1.08 A. 1.09 A. B. C. D. 1.10 A. B. C. 1. 11 A. B. 1.12 A. B. SOURCE QUALITY CONTROL Identification of plant names shall be as listed in "Hortl.ls Third". Selection of Plant Materials: Submtt to th@ Archttect the names and locations of nurseries proposed as sources of acceptable plant material. Inspect all nursery materials to determine thal the matelials meet the requirements of this section. Proposed materials shall be flagged al the nurseries by the Contractor prior to viewing by the ArcMect. 1. Schedule wtth the Architect a time for viewing plant material at the nursery. Trips to nurselies shall be efficiently arranged to allow Archrtect to maximize his viewing time. A minimum of six weeks shall be allowed for this viewing plior lo time that plants are to be dug. 2. Architect may choose to attach his seal to each plant, or representative samples. 3. Where reques1ed by the Architect, photographs of plant material or representative samples of plants shall be submitted. 4. Viewing and/or sealing of plant materials by the Architect at the nursery does not preclude the Architect's right to reject material al the site of planting. UNAVAILABILITY OF PLANT MATERIALS Before changes or substitutions can be made due to unavailability of plant material, submit sa1isfacto,y evidence that he has advertised fer a one month period in a trade journal such as the "Landscape Materials Information Service", with no response, or has undertaken other methods of locating plant material acceptable to the Archrtect. DELIVERY, STORAGE, AND HANDLING Digging Plant Material: Plants shall not be dug at the nursery or approved source until the Contractor is ready to transport them from their original locations to the site of the work or a1cceptable storage location. Transportation of Plant Material: Plants transported to the project in open vehicles shall be covered wrth tarpaulins or other sunable covers securely fastened to the body of the vehicle to prevent injury to the plants. Closed vehicles shall be adequately ventilated to prevent overheating of the plants. 1. Plants shall be kept mois~ fresh, and protected at all times. Such protection shall encompass the entire period during which the plants are in transit, being handled, or are 1n temporary storage. 2. Unless otherwise authorized by the Architect, nottty the Architect al least five working days in advance of the anticipated delivery date of any plant material. A legible copy of the bill of lading, showing the quantities, kinds, and sizes of materials included for each shipment shall be furnished to the Architect. Storage: Unless specific authorization is obtained from the Architect, plants shall not remain on the site of work longer than three days prior to being planted. 1. Plants that are not planted immediately shall be protected as follows: a. Boxed or containerized plants shall be temporarily irrigated until such time of permanent planting. b. Earth balls shall be kept n-.:,ist and their solidity carefully preserved. c. Plants shall not be allowed to dry out. 2. Both the duration and method of storage of plant materials shall be subject to the approval of the Archttect. Handling of Plant Materials; Exercise care in handling ptan1 materials to avoid damage or stress. REJECTION OF MATERIALS Evidence of inadequate protection. following digging, carelessness while in transit, or improper handling or storage, shall be cause for rejection. Upon arrival at the temporary storage location or the site of the work, plants shall be inspected for proper shipping procedures. Should \he roots 1:>e dried out, large branches be broken, balls of earth broken or loosened, or areas o1 bark be tom, the Architect will reject the injured plant. When a plant has been rejected, remove 1t irom the area of the work and replace it with one of the required si.ze and quality. PLANTING SEASON Planting shall only be perlormed when weather and soil condijiolis are suitable for planting the material specified in accordance with locally accepted practice. Planting season may deviate from above only with the written permission of the Architect. ACCEPTANCE The Architect will inspect all work fer Substamial Completiorl upon written notice oi completion. The request shall be received at least ten calendar days before the anticipated date o1 inspection. Acceptance of plant material by the Architect will be for general conformance to spe<:ified size1 character, and quality, and shall not diminish responsibility for full conformance to the Contract Documents. C. Upon completion and reinspection of all repairs or renewals necessary in the judgement of the Architect, the Architect will re<:ommend to the Owner that acceptance of the work of this Section be given. D. Acceptance in Part 1. The work may be accepted in parts when rt is deemed to be in the Owne~s best interest to do so, and when permission is given to the Contractor in writing to complete the work in parts. 2. Acceptance and use of such areas by the 0\-vner shall not waive any other provisions of this Contract. • 1.13 A. 1.14 A. B. c. D. 1.15 MAINTENANCE Maintain plant material until the completion of guarantee period and Final Acceptance of work, as described in Section 02970, LANDSCAPE MAINTENANCE. GUARANTEE Plants shall be guaranteed for a period of one yeer after the date of Acceptance by the Owner. 1. When the work is accepted in parts, the guarantee periods shall extend from each of lhe partial acceptances to the terminal date of the last guarantee period. Thus, all guarantee periods terminate at one time. Plants shall be healthy. free of pests and disease, and in flourishing condition at the end of the guarantee period. Plants shall be free of dead and dying branches and branch lips, and shall bear foliage of normal density, size, and color. Replace dead plants and all plants not in a vigorous, thriving condition, as determined by the Architect during and a1 the end of the guarantee period, without cost to the Owner, as soon as weather conditions peimit and within the specified planting period. 1. Replacements shall closely match adjacent specimens of the same species. Replacements shall be subject to all requirements stated in this Specification. 2. Ma~e all necessary repairs due to plant replacements. Such repairs shall be done at no extra cost to the Owner. 3. The guarantee of all replacement plants shall extend for an additional one year period from the date of their acceptance after replacement. In the event that a replacement plant is not acceptable during or at the end of the said extended guarantee period, the Owner may elect one more replacement or credit for each item. At the end of the guarantee period, and no less than five days prior to final inspection, staking and guying materials, and tree wrap and ties shall be removed from the site. FINAL INSPECTION AND FINAL ACCEPTANCE A. At the end of the guarantee period, the Archrtect will, upan written notice of end of guarantee period inspect the work for Final Acceptance. Request shall be received at least !en calendar days before the anticipated date for Final Inspection. B. Upon completion and reinspection of full repairs or replacements necessary in the judgment of the Archrtect at that time. the Archite<:t will recommend to the Owner that Final Acceptance of the Work of this Section be given. PART2 PRODUCTS 2.01 A. B. C. 0. E. F. G. H. I. PLANTS Except as otherwise specified, size and grade of pi.int materials shall conform to ANSI Z60.1. In no case shall ball si>e be less than 11 in. in diameter for each inch of caliper. Plants shall have outstanding form; symmetrical, heavily branched with an even branch distlibution. densely foliated and/or budded, and a strong, straight, distinct leader where this is characteristic of species. Plants shall possess a normal balance between height and spread. The Architect will be the final arbiter of acceptability of plant form. Plants shall be healthy and vigorous, free of disease. insect pests and their eggs, and laivae. Plants shall have a well-developed fibrous root system. Plants shall be free of physical damage such as scrapes, broken or spltt branches, scars, bark abrasions, sunscalds, fresh limb cuts, disfiguring knots, or other defects. These detects shall not interrupt more than 25% of tile circumference of the plant cambium. Plants shall meet the sizes indicated on the Plant List. Plants larger or smaller than specified may be used only rr accepted by the Architect. Where a siz:e or caliper range is stated, at least 50% of the material shall be closer in size to the top of 1he range slated. Plants shall not be pruned before delivery. Container grown plants shall be well rooted and established in the container in which they are growing. They shall have grown in the container for a sufficient length of time for the root system to hold the planting medium when taken from the container, but not long enough to become root bound. ConW.iner grown plants exceeding the sii:es indica1ed in ANSI 260.1 shall have containers which are not less than 75% of ·1he ball sizes for comparable B&B plan! material. Each container plant shall be inspected and root pruned as needed. 1. Canes or Trunk(s) and Branches: a. Very well formed and sturdy. b. Branching plentiful and uniformly distributed to form a well-balanced plant. c. Scars shall be 1ree of rot and not exceed 1/4 the diameter of the wood beneath in greatest dimension unless completely healed (except pruning scars). APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS II AS BUIL T11 RCE __ _ EXP, ___ _ REVlE\,/ED BY, INSPECTOR DATE DATE SASAKI JSHEEil CITY OF CARLSBAD I SHEETS I 1----1----+-----------------+----~--l----+----I ~ PLANNING DEPARTMENT 34 Sasaki Associates, lnc.l----1---+----------------------1----+----I----+---~ ~Pc:LA~NT~IN~G~S::P::E::C~lF~l~C::AT~l~O~N~S~F~OR~:::=:::::::::::==:::::::.'.::::=::=~ LEGOLAND Carlsbad OUTER PARK SETBACKS-ROUGH GRADING 70~ Palomor Airport Rood Suite 170 C □rlsbod, CA 92009 APPROVE!)~• ./ f ~----'--VlAM"-=~-'-+1-'-"='----'---~ '3{ I 3, (j '1-AssT. PLAN~IRES DA TE l----=o--cATE-+1,..,Nl"'TI"'ALc-+=--=_:._.-· ..c'"'·..c· -.:..::....-'--~-------+--D-A-TE-+-IN_ITI_A_L-+-D-A-TE-+-IN_ITI_A_l--1 ~D~WN~=-B~Y;:,= ..,,_=;.;~woJ,_=_=_=_~';==~P::::;R::::;O~J;:E=:cC~T=N:;O~.==~D;:R::A=W=l=N=G=N=O~. ~~~g ~~; .LLTP.12..1'1_ CT 94-09-03 333-20 ENGINE:E:R OF WORK REVISION DESCRIPTION D1]1ER APPROVAL CITY APPROVAL CMWD 94-201 A. B. At the end of the guarantee period, the Archiject will, upon written notice of end of guarantee period inspect the work for Final Acceptance. Request shall be received at least ten calendar days before the anticipated date for Final Inspection. Upon completion and reinspection of lull repairS or replacements necesssry in !he judgment of the ArcMect at that time, the Archiject will recommend to the Owner that Final Acceptance of the Work of this Section be given. PART 2 PRODUCTS 2.01 A. B. C. D. E. F. G. H. I. 2.02 A. B. C. PLANTS Except as otherwise specttied, size and grade of plant materials shall conform to ANSI 260.1. In no case shall ball size be less than 11 in. in diameter for each inch of caliper. Plants shall have outstanding form; symmetrical, heavily branched wrth an even branch distribution, densely foliated and/or budded, and a strong, straight, distinct leader where this is characteristic of species. Plants shall possess a normal balance between height and spread. The Architect will be the final arbrter of acceptability of plant form. Plants shall be healthy and vigorous, free of disease, insect pests and their eggs, and laivae. Plants shall have a well-developed fibrous root system. Plants shall be free of physical damage such as scrapes, broken or splrt branches, scars, bark abrasions. sunscalds, fresh limb cuts, disfiguring knots, or other defects. These defects shall no1 intem.Jpt more than 25% of the circumference of the plant cambium. Plants shall meet the sizes indicated on the Plant List. Plants larger or smaller than specified may be used only if accepted by the Architect. Where a siie or caliper range is stated, at least 50% of the material shall be closer in siie to the top of the range stated. Plants shall not be pruned before delivery. Container grown plants shall be well rooted and established in the container in which they are growing. They shall have grown in the container for a sufficient length of time for the root system to hold the planting medium when taken from the container, but not long enough to become root bound. Container grown plants exceedlng the sizes indicated in ANSI Z60_ 1 shall have contai~ers which are not less than 75% of the ball sizes for comparable B&B plant material. Each container plant shall be inspected and root pruned as needed. 1. Canes or Trunk(s) and Branches: a. Very well formed and sturdy, b, Branching plentiful and uniformly distributed to form a well-balanced plant_ c. Scars shall be free of rot and not exceed 1/4 the diameter of the wood beneath in greatest dimension unless completely healed (except pruning scars). d. Pruning scars clean cut leaving little or no protn,1sion from the trunk or branch. e, · Graft union completely healed. f. No mechanical or pest damage. g_ No extreme succulence. 2. Foliage, a. Densely supplied wrth healthy, vigorous leaves of normal size, shape, color, and texture (except shrubs moved bare-root or deciduous shrubs when dormant). b. No holes, cavities, or depressed areas caused by broken or dead branches or insufficient foliage. c. No chlorosis. d. Pest or mechanical damage barely perceptible with no more than 5% of total foliage affected. e. No frost or cold damage discernible. 3. Root System: a. Sturdily established in container. b. Shall not be excessively rootbound except plants deliberately grown rootbound to produce a dwarf plant. c. No large roots growing out of container. d. No noxious weeds in container_ SOIL AMENDMENTS AND FERTILIZERS Soil Amendments and Fertllizers are to be in~orporated into on-site soils_ Landscape Contractor shall be required to gather on-site samples at approved locations as indicated on the Site Plan/Landscape Planting Plan. Agricultural .suitability tests, including t,aists for Boron are to be performed by an approval and acceptable Soil and Plant Labcratory. Percolation tests shall also be required as noted on Planting Plans. All Soil and Plant labcratory Technical Analysis Reports shall be submitted to Architect in duplicate prior to trenching for irrigation installation. Soil and Plant Lab recommendations shall be implemented as directed by the Landscape· Architect and City Inspector. All materials shall be of standard, approved and first-grade quality and shall be in prime condition when installed and accepted. Any commercially processed or packaged material shall be delivered to the srte in the original unopened container bearing the manufactu,er's guaranteed analysis. Organic Amendment 1, Nitrogen Stabiliaed: 0.56 to 0.84% N based on dry weight for wood residual or rice hulls. 2. Particle Size: 95% -100% passing 6.35 mm standard sieve. 80% -100% passing 2.33 mm standard sieve, 3. Salinity: The saturation extract conductivity shall not exceed 3.5 millimhos/centimeter at 25 degrees centigrade as determined by saturation extract method- 4. Iron Content: Minimum 0.08,;,/,;, dilute acid soluble Fe on dry weigh1 basis. 5, Ash; 0-6,0% (dry weight). D. E. 2.03 A. 2.04 A. 2.05 A. 2.06 A. 2.07 A. B. Soil Amendment 1. SOil suttur; Agricuttural grade suttur containing a minimum of 99% suttur (expressed as elemental}. 2. Iron suttate: 20% Iron ( expressed as metallic iron), derived from ferric and ferrous suttate, 10% sulfur (expressed as elemental). 3. Calcium carbonate: 95% lime as derived from oyster shells. 4. Gypsum: Agricultural grade product containing 98% minimum calcium suttate. Fertilizer 1. Planting fertilizer: Pelleted or granular form shall consist of the following percents by weight and shall be mixed by commercial fertilizer supplier. 12"/4. n~rogen 12% phosphoric acid 12%potash 2. Planting Tablets; a. Shall be slow-released type wrth potential acidity of not more than 5% by weight containing the following percentages of nutrients by weight 20% nitrogen 10% phosphoric acid 5% potash 2_6% combined calcium 1.6% combined sulfur 35% iron (elemental) from ferrous sulfate b. Shall be 21 gram tablets as manufactured by Agriform or approved equal, applied per manufacturer's instructions. 3. Pre-Sod Fertilizer; Shall consist of the following percentage by weight and shall be mixed by a commercial fertilizer supplier: 16% nitrogen 20% phosphoric acid 8% potash 4. High iron acid fertilizer guaranteed analysis: WATER Organic Nitrogen (Derived from Ureaforrrf""") (Soluble 1.3%, Insoluble 2.2%) Amrnonic Nitrogen TOTAL NITROGEN Phosphoric Acid (Available) (Derived from Ammonium Phosphate} Potash (Water Soluble) (Derived from Sulfate of Potash) Calcium (Derived from Gypsum) Sulfur (combined} {Derived from Gypsum, Ferrous & Potassium Sulfate) 'Iron (Expressed as elemental) {Derived from Ferrous Ammonium Sulfate) 'Manganese (Expressed as elemental) "'Zinc (Expressed as elemental) 3.50% 3.50% 7.00% 7.00% 7.00% 1.50% 7.00% 7.00% 0.30% 0.30% .. Derived from specially processed natural minerals containing a mixture of sulfides which become available upon exposure to air and water. '""'"'Derived from Nitrofrom, Reg_ TM of FBC Chemical Inc. Water shall be suitable for irrigation and shall be free from ingredients harmful to plant life. GUYING ANO STAKING MATERIALS Guying and Staking Materials; 1. Wood tree stakes: Lodge pole pine, lull treated with Coppernapthanate Wood Preservative in strict accordance with Federal Spec_ TT-W-572 Type 1 Composition B, 2" (minimum nominal size) diameter x 1 O' long, no split stakes. 2. Ties, a. 12 gauge wire and new n.lbber hose tie. 3. Guying Hardware: a. Wire: Pliable 9 gauge galvanized, b. Hose: 1/2" new rubber hose, c. Turnbuckles: galvanized or dip-painted, size as required. d. Cable clamps'. galvanized, size as required, e. Safety sleeve: 1/4" white PVC full length of wire, f. Steel guy anchor: 3/4" dia, x 36" steel vane as manufactured by Maxwell Steel Corooration. g. Wall anchors: , /2" dia_ x 4" galvanized eyebolts with expansion shield. FIL TEA FABRIC Supac 5-P • nonwoven polypropylene fabric 5.3 oz./sq. yd. Fabric thickness, 50 mils. AERATION SYSTEM Pipe for aeration system shall be solid and perforated ADS corrugated polyethylene pipe manufactured by ADS, Advanced Drainage Systems, Inc., Columbus, OH 43221, or approved equal, 1. Pipe shall conform to ASTM F 405, 2. Fittings and cap shall be supplied by pipe manufacturer. Cap shaU be perforated wrth 1/4 in. diameter lioles. 3. Joints shall be manufacturer's standard snap tight joint. 4. Pipe shall be supplied with manufacturer's filter fabric "sock". ANTI DESICCANT Antidessicant shall be an emulsion specifically manufactured for plant protection which provides a protective film over plant surfaces which is penneable enough to permit transpiration. Antidessicant shall be delivered in manufacturer's sealed containers and shall contain manufacturer's printed instructions for use. Antidessicant shall be equal to the following: Product Wilt-Pru! Winter Shield ManufachJrer Wilt-Pruf Products, Inc. P.O. Box469 Essex, CT 06426 Rockland Corporation 2,08 A. 2.09 A. 2.10 A. 2.11 A. 2.12 A- FUNGICIDE Fungicide shall be LESCO Mancozeb DG, #022033, sprayable broad-spectrum fungicide, manufactured by LESCO, Rocky River, OH 44116, or approved equal. INSECTICIDE Insecticide shall be LESCO Sevin Brand SL, #019106, for broad spectrum control for most trees, shrubs and ornamentals, manufactured by LESCO, Rocky River, OH 44116, or approved equal. POST-EMERGENT HERBICIDE Herbicide shall be Lescogran Selective Post-Emergent Herbicide, #035039, for control of insects and mites, manufactured by LESCO, Rocky River, OH 44116. or approved equal. PRE-EMERGENT HERBICIDE Herbicide shall be LESCO Ornamental Herbiicide 5G, pre-emergent grassy and selected broadleaf weed control for ornamental plants, nursery strock and ground covers, #019515, manufactured by LESCO, Rocky River, OH 44116. or approved equal. CRUSHED STONE Crushed stone fill for drainage at bottom of tree pits shall consist of washed, durable, crushed rock free from line sand, sltt, or rock flour. Gradation shall conform to the following: Sieve Size 3/4 in. 1/2 in. 3/8 in. No.4 No.8 % Passing mr Weight 100 90-100 40-70 0-15 0-5 PART 3 EXECUTION 3 01 EXAMINATION OF SUBGRADE A, Examine subgrade and rough grading before planting. · Alert Archrtect to unacceptable rough grading or subgrade. 3.02 A. B. -s.03 A. B. C. 3.04 A. 3.05 A. 8, ' DRAINAGE OF SOILS Test drainage of five plant beds and pits chosen by the Archttect shall be done by filling wrth water twice in succession. The time at which water is put into the pit or bed for a second filling shall be noted. Architect shall then be notified of the time rt takes for p~ or bed to drain completely_ Planting operations shall not proceed until Architect has reviewed test drainage results. Notify the A~hitect in writing of all soil or drainage conditions that he considers detrimental to growth of plant material. Submit proposal and cost estimate for correction of the conditions for Architect's approval before starting work. LAYOUT OF PLANTING AREAS Individual plant locations and outlines of shrub and ground cover areas to be planted shall be staked by the Contractor in ample time to allow inspection by the Architect. Digging shall not begin until locations are approved by the Architect_ Location of trees shall be staked using color coded stakes, A different stake color shall be used for each tree species. PREPARATION OF SUBGRADE Subgrade of planting areas shall be loosened or scarttied to a minimum depth of 3 in. prior to spreading planting soiL Subgrade shall be brought to true and uniform grade and shall be cleared of stones greater than 2 in .• sticks, and other extraneous material. PLANT PIT EXCAVATION Planting pits for trees and shrubs shall be excavated to the depth and dimension indicated on the Drawings. Excavation shall not begin until locations are approved by the Architect. • 3.06 A. 8. C. 0. E. F. G. H. 3_07 A. 3.08 A. 3.09 A. 3.10 A. 3,11 A. 3,12 A, 3.13 A. B. C. 3.14 A. PLANTING Walls of plant pits shall be dug so that they are vertical and scarified. Plants shall be set as indicated on Drawings. Plants shall have same relationship to finished grade as in the numery. Plants shall be tumed to the desired orientation when required by Architect. Containerized plants shall be removed from container taking care _not to damage roo_ts. The side of the root ball shall be scarified to prevent root-bound cond1t1on and plant posrt1oned in planting pn. Planting shall be positioned in center of planting pit, set plumb, and rigidly braced in position until all planting soil has been tamped solidly around the ball. Pits shall be backfilled wrth ammended topsoil. Soil shall be worked carefully into voids and pockets, tamping lightly every 6 in. 1. When pit is two-thirds full, plants shall be watered thoroughly, and water left to soak in before proceeding. 2. At this time, ropes or strings on top of ball shall be cut ar.::I shall be pullefd backth. But riap or cloth wrapping shall be left intact around ball except that portions o wrap a are exposed at top of ball shall be turned under and buried. Non-biodegradable ball wrapping and support wire shall be totally removed from ball and planting prt_ 3. Wire baskets shall be completely cut away from sides of root ball, and removed from pit. Bottom of basket may remain. 4. Remove nursery plant identification tags. Backfilling and tamping shall then be finished and a saucer formed around plant ptts as indicated on the Drawings. Saucer shall be filled with water and water left to soak in. Saucer shall then be filled wrth water again. APPLICATION OF FERTILIZER Fertilizer shall be applied when planting pits are backfilled two-thirds _full. Fertilizer application shall be of the type, rate, and timing recommended by the testing agency for o~rh nl,:,,,nt hrno FUNGICIDE Immediately after planting, all trunks of deciduous trees shall be sprayed with fungicide, applied as directed by chemical manufacturer. PRE-EMERGENT-HERBICIDE Immediately after planting, pre-emergent herbicide shall be applied to ornamental shrub beds and and around base of trees, in strict accordance with chemical rnanufa.cturer's printed instn.1ction.s. POST EMERGENT-HERBICIDE Upon the appearance of weeds wtthin planted areas, pre-<amergent herbicide shall be applied to ornamental shrub beds and and a.round ba..se of trees, in strict accordance with chemical manufacturer's printed instructions. INSECTICIDE Upon the appearance of insect problems, all trunks of deciduous trees shall be sprayed wrth insecticide, applied as directed by chemical manufacturer. STAKING AND GUYING Each tree shall be staked or guyed immediately following planting, Plants shall stand plumb after staking or guying, PRUNING Each tree and shrub shall be pruned 10 preserve the natural character of the plant Pruning shall be done after delivery of plants and after plants have been inspected and approved by the Architect. Pruning procedures shall be reviewed with Architect before proceeding. Pruning shall be done with clean, sharp tools. Cuts shall be made flush, leaving no stubs, No tree paint shall be used. Dead wood, suckers. and broken and badly bruised branches shaH be removed. MAINTENANCE OF PLANTING Maintenance shall begin immediately after each plant is planted and shall continue until Final Acceptance as described in Section 02970, LANDSCAPE MAINTENANCE. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS II AS BUILT" RCE __ _ EXP, ___ _ REVIE\IED BY, INSPECTOR DATE DATE SASAKI jsHEETl CITY OF CARLSBAD ~ l------1-------+-----__;,----------t-----t--,--,-, ~ PLANNING DEPARTMENT ~ ::::::::==='.-'==:::::::::::==:::::::::::::::===========:;:::;:::'....'====; Sasaki Associates, lnc.1-------+----1-----------------------+----t-----i----,--1 PLANTING SPECIFICATIONS FOR 703 Palomar Airport Road Suite 170 Cor lsbad, CA 92009 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LEGOLAND Carlsbad OUTER PARK SETBACKS-ROUGH GRADING APPR~E•" ~ ---"---"--"""'--'""'-"'¾l-'-""':'~==-::"=c,:,:-~> I 3 ASST~XPIRES DA DWN SY: ~J=IW~_ CHKD BY: __,_rn~-e~_ RVWD BY: PROJECT NO. DRAWING NO, CT 94-09-03 333-2Q CMWD 94 201 SECTION 02970 LANDSCAPE MAINTENANCE PART 1 -GENERAL 1.01 GENERAL CONDITIONS 1.02 1.03 1.04 The requirements of the General Condttions, Supplementary General Conditions, and Special Condttions of the Contract shall apply to all work· of this Section with the same foree and effect as though repeated in full herein. SCOPE OF WORK A. Work Specified in this section: Furnish all labor, malerial, equipment and services required to maintain the landscape in an attractive condition as specified herein for a period of 120 days. B. Rela1ed Work Specified in other Sections: 1. Section 02810, IRRIGATION SYSTEM; lnigation system. 2. Section 02930, LAWNS AND GRASSES. 3. Section 02950, TREES, P.LANTS, AND GROUND COVERS; New plantings. , C. Definition: The word Arehttect as used herein shall refer to the Owner's authorized representative. QUALITY ASSURANCE A. Work Foree: Contractor's representative shall be expetienced in la...-Jscape maintenance and shall have received an education in ornamental horticulture. MAINTENANCE PERIOD A The Contractor shall continuously maintain all areas involved in this Contract during the progress of the work and· during the maintenance period until final acceptance o1 the work by the Owner or his authori4ed representative. 8. Improper maintenance or possible poor condition of any planting at the termination of the scheduled maintenance period may cause postponement of the final completion date of the Contra.ct. Ma.intena.nce shall be -continued by the Contractor until a.II work Is acceptable. C. D. E. F. G. H. In order to cany out 1he plant establishment work. the Contractor shall furnish sufficien1 men and adequate equipment to perform the work during the plant maintenance period. Start of Mainlenance Criteria • Maintenance period shall not start until all elements of construction, planting, and irrigation for the entire project are complete. Project will not be segmented into maintenance phases unless specifically authorized in writing by the Owner's authorized representative. The Contractor shall request an inspection to begin the plant maintenance period after all planting and related work has been completed in accordance wijh the Contract Documents. A prime requirement is that all groundcover and lawn areas be planted. If such criteria is met to the satisfaction of the Architect, a field no1ifica1ion will be issued to the Contractor to establish the effective beginning date of the period. Any day when the Contractor fails to adequately maintain plantings, replace unsuitable plants or do weed control or o1her work, as determined necessary by the Architect, will not be credited as one of the plant maintenance working days. The Contractor's maintenance period will be extended if the provisions required within the plans and specifications are not filled. Prior to being placed on maintenance, the Contractor shall submij a schedule of all activities planned during the maintenance period. This shall be accepted by Architect prior to the start of maintenance. All schedule changes shall be documented and accepted by the Arehitect. 1.05 GUARANTEE AND REPLACEMENT 1.06 1.07 A. B. All plant material installed under the Contract shall be guaranteed against any and all poor. inadequate or inferior materials and/or workmanship for a period of one year. Any plant found to be dead or in poor condition due to faulty materials or workmanship, as de1ermined by 1he Architect, shall be replaced by the contractor at his expense. The start of the Guarantee Period shall commence upon completion of the Maintenance period. Any materials found to be dead, missing, or in poor condition during the maintenance period shall be replaced immedialely The Architect shall be the sole judge as to the condition of material_ Material to be replaced within the guarantee maintenance period shall be replaced by the Contractor within fifteen (15) days of wrttlen notifica1ion by the Owner or his authori~d representative. C. The commencement of all Guarantees shall be noted in the Certificate of Substantial Completion which shall be signed by Owner, Contractor and Landscape Arehitect. INSPECTIONS A. B. Normal progress inspection shall be reques1ed by the Contractor from the AreMect at least seven (7) days in advance of an anticipated inspection. Inspections are as follows: 1. Commencement of maintenance. (Pre-maintenance). 2. At thirty (30) day intervals through maintenance period. 3. Completion of maintenance period • Final walk-through -ten (10) days prior to end of maintenance period. All conditions noted in Landscape Planting Section shall apply herein. FINAL ACCEPTANCE OF THE PROJECT A. Prior to the date of the Final Walk-through, the Contractor shall acquire from ttie arcMect approved reproducible prints and final record from the job record se1 of all changes made to all plans during construction, label said prints "As-Buifts", and deliver to the Architect and as required to any Local Agency. Prior to. the date of final inspection, the Contractor shall deliver to the Architect the "Landscape and Irrigation Guarantee" as required. Said Guarantee shall be on the Contractor's letterhead and da1ed the final acceptance date. B. All tum-over items noted in other specification sections shall be delivered prior to a Final Walk-through. PART 2 • PRODUCTS 2.01 MATERIALS A. All materials used shall etther conform to Landscape Planting specifications in other sections or shall otheiwise be acceptable to the Owner. The Owner shall be given monthly record of all herbicides, insecticides and disease control chemicals used. B. Top dress fertilizer shall consist of the following percen1ages by weight and shall be mixed by a commercial fertilizer supplier. 16% nitrogen 6% phosphoric acid 8Q/o potash Unless otherwise noted in a project Soils Report. PART 3 • EXECUTION 3.01 MAINTENANCE 3.02 Maintenance shall be according to the following standards: A. B. All areas shall be kept free of debris a...-J all planted areas shall be weeded and cultivated at intervals of not more than ten (10) days. Watering, mowing, rolling, edging, trimming, fertilization, spraying and pest control, as may be required, shall be included in the maintenance period. Street gutters shall be included within the debris/siltation removal program. All area drains and drain pipes are to remain free of silt and debris. The Contractor shall be responsible for maintaining adequate protection of the area. Damaged areas shall be repaired at the Contractor's expense. C. Be1ween the 15th day and the 20th day of the maintenance period, the Contractor shall reseed or resod all spots or areas within the lawn where normal turf gro\Nth is not evident as determined by the Owner's authorized representative. After the 20th day, all areas not acceptable to the ArcMect shall be sodded to match adjacent turt seed type. TREE AND SHRUB CARE A. Watering: Maintain a large enough water basin around plants so that enough water can be applied to establish moisture through the rnajor root zone. When hand-watering, use a water wand to break the water force. Use mulches to reduce evaporation and frequency of watering. B. C. D. . E. Pruning: 1. Trees: a. b. C. 2. Shrubs: a. Prune 1rees to select and develop pennanent scaffold branches that are smaller in diameter than the trunk or branch to which they are attached which have vertical spacing of from 18" to 48" and radial orientation so as not to overlay one another: to eliminate diseased or damaged growth; to eliminate narrow V-shaped branch forks that lack strength; to reduce toppling and wind damage by thinning out crowns; to maintain gro\Nth within space limitations; to maintain a natural appearance; to balance crown with roots. Under no cireumstances will stripping of lower branches ("rais;ng-up") of young trees be permitted. Lower branches shall be retained in a "tipped back" or pinched condition with as much foliage as possible to promote caliper trunk growth (tapered trunk). Lower branches can be cut flush with the trunk only after the tree is able to stand erect without staking or other support. Sucker growth shall be removed if deemed appropriate by the Owner's authorized representative. Evergreen trees shall be thinned out and shaped when necessary to prevent wind and storm damage. The primary pruning of deciduous trees shall be done during the dormant season. Damaged trees or those that constitute health or safety hazards shall be pruned at any time of the year as required to eliminate these conditions. The objective of shrub pruning are 1he same as for trees. Shrubs shall not be clipped into balled or boxed forms unless such is required by the design and directed by the Arehitect. b. All pruning cuts shall be made to lateral branches or buds or flush with the trunk. "Stubbing" will not be permitted_ Staking and Guying: Remove stakes and guys as soon as they are no tonger needed. Stakes and guys are to be inspected to prevent girdling of trunks or branches and to prevent rubbing that causes bark wounds, Replace all broken stakes and ties with specified materials. Weed Control: Keep basins and areas between plants free of weeds. Use recommended legally approved herbicides_ Avoid frequent soil cultivation that destroys shallow roots. Use mulches to help prevent weed seed germination. Insect and Disease Control: Maintain a reasonable ·control with approved materials. • F. Replacement of Plants: Replace dead, dying and missing plants and plants of a size, condition and variety acceptable to Owners authorized representative at Contractors expense. 3.03 GROUNDCOVER CARE 3.04 3.05 A. B. D. E. F. Weed Control: Control weeds, with chemical systemic spray or by mechanical means so as to cause minimal damage to planted materials. Watering: Water enough that moisture pene1rates throughout root zone and only as frequently as necessaiy to maintain healthy growth. Fertiliiing: Fertilize as specified under Tree and Shrub care. Remove trash weekly. Edge groundcover to keep in bounds and 1rim top growth as necessaiy 10 achieve an overall even appearance. Replace dead a...-J missing plants at Contractors expense. LAWN AND TURF CARE A. Mowing and Edging: 8. C. D. E. 1. Mowing of turf will commence when the grass has reached a recommended height for the specified species. Mowing will be at least weekly after the first cut. T url must be well-established and free of bare spots and weeks to the satisfaction of the Architect prior to final acceptance. 2. Excess grass clippings as determined by the Arehttect shall be picked-up and removed from the site and premises. 3. Edges shall be trimmed at least twice monthly or as needed for neat appearance. Clippings shall either be vacuumed or blown off walks. Watering: Lawns shall be watered at such frequency as weather conditions require to replenish soil moisture below root zone and maintain healthy gro'Nth. Fertilizing: Fertiliiers specified under Tree and Shrub care. Weed Control: If needed, control broad leaf weeds wtth selective herbicides. Renovating: 1. If required, remove thatch by verticutting, preferably in 1he Fall, but otherwise in the Spring. At this time, fertilize with nitrate N and over-seed if needed. Over- seeding must precede pre-emergent herbicides by at least four to six weeks. 2. Aetily compacted areas to improve water penetration whenever needed. IRRIGATION SYSTEM A. The Contractor shall check weekly all systems for proper operation. lateral lines shall be flushed out after removing the last sprinkler head or two at ea.ch end of the lateral. All heads are to be adjusted as necessary for unimpeded coverage. .B. C. Set and program automatic controllers for seasonal water requlremen1s. Give Owner's representative a key to controllers and written instructions on how to tum off system in case of emergency. Repair all damages to irrigation system at Contractor's expense. Repairs shall be made within one watering period. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS II AS BUILT" RCE __ _ EXP,, ____ _ REVIE\JED BY: INSPECTOR DATE DATE SASAKI l----+--+------------t------r-~-i---. I SH34EET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT L.::!±J Sasaki Associates. lnc.1----.......Jl-----1-----------------------t----t"-----t---t---7 :=:::::===-====~:::::::::=-======::::::.::====; PLANTING SPECIFICATIONS FDR: 703 PalomQr Airport Road Suite 170 Carlsbad. CA 92009 1 OATE INITIAL ENGINEER OF WORK OATE INITIAL REVISION DESCRIPTION OIBER APPROVAL CITY APPROVAL LEGOLAND Carlsbad OUTER PARK SETBACKS-ROUGH GRADING -AP-IPRl!IIO~l2:il.!:!~~~~-"'O,""i/l.~=--'3;[J',=. 7"" IM Ml lcU---. ~, ASST. F'LANNINGDiRECR EXPIRES DAT DWN BY: .eJ,r_WOe,:_~ CH K D BY: .1.TF1Q'B,.__ RVWD BY: PROJECT NO. CT 94-09-03 DRAWING NO. 333-2Q CMWD 94 201