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DWG 350-6L; CT 93-04; RANCHO CARRILLO VILLAGE Q PHASE 1- RECLAIMED WATER; 01-23
RECLAIMED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES 8, REGULATIONS FOR CONSTRUCTION OFRECLAIMED WATER MAINS" DATED OCTOBER, 1993. 2. DRINKING FOUNTAINS SHALL BE PRQTECTED FROM SPRAY OF RECLAIMED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WATER ENCROACHMENT ON PUBLIC F AGILITIES 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 POSSILBE PONDING, RUN-OFF, OVERSPRAY ANO MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR AIPPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. *s. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10,00 P.M. AND e,oo A.M, THE FOLLOWING MORMING (SPOT IRRIGATION COULD BE DOl'j[ AT A DIFFERENT TIME WITH QUALIFIED SUPERVISORY PERSONNEU.-Ol,..)..r,ITJ:, 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING ANO PIPING. 10. f,1,,1.1-~USE AREAS SHALL BE PROTECTED FROM CONT ACT WITH RECLAIMED WATER, WHEl HER BY WINDBLOWN SPRAY OR BY DIRECT AIPPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN. CONSTRUCTION PRACTICE OR SYSTEM OPERATION. IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTE"D TO PREVENT OVER SPRAYING ON SIDEYIAILKS, STREETS AND NON-~ql,/.J.m>USE AREAS. 12. RECLAIMED WATER QUICK COUPLING VALVES SHALL'•·i3E OF A TYPE DESIGNED FOR USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGABLE WITH POTAIBLE WATER QUICK COUPLER SPIKES> PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SHALL BE' SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECLAIMED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARING TAIPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15, AILL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POT ABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMEDLINE SHALL BE INSTAILLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POT AIBLE LINE, FOR A TOT AL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POT ABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POT ABLE LINE MUST BE INST AL LED AIBOVE THE RECLAIMED LINE. 18. 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 ANO A COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH PRIOR TO ANY USE OF" RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS <SPIKES NOT INTERCHANGEABLE WITH POT AIBLE WATER QUICK COUPLER SPIKES> . AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645. HUNTER NO. HVlDOA-RL-NP OR AIPPROVED EOUAL. 21. ~ A,j.!UiJJ..1-CROSS-INSPECTION SHALL BE DONE BY EITHER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT AND/OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. -li<' 22. DEVELOPER SHALL SHOW THE LOCATIONS OF R,C. SIGNS "DO NOT DRINK" ON THESE PLANS, * 23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM 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 THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH AND THE CARLSBAD MUNICIPAL WATER DISTRICT, ~E: LO+fi'e& IN CASE OF EMERGENCY CONT ACT · AT 790::2b'Z½? ~VI= I n+11cR. AFTER HOURS CONTACT AT 24. SHOW ,,'4, !"ll~ AIJt? l"ltlVA-m-ldAffl!tt. l..li.1.Eie> O',,J ~• 25. ON RECLAIM!:D WATER SYSTEMS, ALL APPURTENANCES <SPRINKLER HEADS. VALVE BOXES, ETC.l SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 4049.54 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. * ITEMS NO'S 8, 19 AND 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS 1,P, BUT THE SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECLAIMED WATER. SIGNAGE NOTES THE FOL.LOWING 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 A 81/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING, t r BLACK LOGO r-PURPLE BACKGROUND / .36" WARNI G RECLAIMED WATER DO NOT DRINK R CLAIMED WATER AVISO -AGUA IMPURA N TOMAR r 12" X 36" SIZE .016 ALUMINUM..,.060 ABS PLASTIC OR S1ICK-ON VINYL SIGNS. --1" BLACK LETTERS ~-2" BLACK LETTERS 96-016 RANCHO CARRILLO VII. .. AGF '()'-10115/96 RECLAIMED WATER SYSTEM (PRIVATE) VILLAGE 'Q'- GUIDELINES FOR RECLAIMED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:0Q P.M. AND 5:00 A.M. ONLY, WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ONSITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF. POOLING AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION · RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING or TH[ AUTOMATIC CONTROL CLOCKS, I.E., EMPLOYING THE R[Pf'AT f'UNCTION TO 13R[AK UP THE TOTAL. IRRIGATION TIME INTO CYCLES THAT WILL Pl<OMOlt 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. PRIVATE LOTS, 4. 5. 6. STREETS AND SIDEWALKS, 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. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT RECLAIMED WATER IN MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND OR TOOL WASHING: AND ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS IMFORMATION BE DISSEMINATED. ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS . RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE Ot YOUR EMPLOYEES. OBTAIN PRIOR AIPPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ONSITE FACILITIES. SUCH CHANCES MUST BE SUBMITTED TO, AND APPROVED 8Y, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7, ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH 3" X 4" IDENTIFICATION TAGS. A, TAGS S,HALL BE WEATHERPROOF PLASTIC, 3" X 4", 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. 13. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAIP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT 1; 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. \ 9. 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) INCH HICH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. ,., INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTH, C. REQUIRED SEPARATION <HORIZONTALLY AND VERTICALL Yl. D. PIPE IDENTIFICATION E. POINTS--OF-CONNECTION (POC'Sl. . F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. G, WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER !IF RECLAIMED WATER IS USED FOR CONSTRUCTION). AN APPROVAJL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY DEPARTMENT OF ENVIRONMENT AIL HEAL TH PRIOR TO FINAL INSPECTION APPROVAL. 2. 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. B. WARNING SIGNS AND LABELS. C. QUICK COUPI.ING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDEil.OWN SPF\AY. i<UNOFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. f!EQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. 3. ANNUAIL INSPECTION SHAILL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B•AND PART G OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE AIPPROVED BY THE PUBLIC HEAL TH ENGINEER, CITY PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 0.. $l )- 1- ~ WARNING RECLAIMED WATER DO NOT DRINK AVISO -AGUA IMPURA NO TOMAR 18" X 18" SIZE .016 ALUMINUM1 _.060 ABS PLASTIC OR STICK-ON vlNYL SIGNS. NOT TO 5(:Ai,€ 'PACIF"lC OCEAN VICINITY . MAP NOT TO SCALE CITY Of VISU PHASE 1 -~ --------...._ ' @ "CROSSOVER" OF POTABLE MAINLINE BY RECLAIMED WATER V -+------------------VILLAGE Q PHASE 4 (FUTURE) . ~ ~ . METER #25 AT ROAD STATION 11+15 O-t, STREET HYDRAULIC GRADIENT 700 FT, ELEVATION AT P.O.C. 310FT. STATIC PRESSURE 175 PSI DISCHARGE MIN. -11.l...GPM MAX. ~GPM ;R_STATION CONTROLLER RELOCATED :_e:: (PERMANENT -MASTER HOA) 1-1/2" RECLAIMED WATER METER ON 2" SERVICE LINE 1 · 1/2" BACKFLOW PREVENTER DEVICE AND PRESSURE REGULATOR ON 1-1/2" PLUMBING ADJUST TO 85 es, PROJECT LQCATION -1/2" FLOW METER "MASTER VALVE . DECLARATION OF RESPONSIBLE CHARGE ----=~-~ - ' . I HEREBY DECLARE THAT I AM TH.E LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT IHAVE EXERCISED R(SPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONAL CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT ST AND ARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENT AL HEAL TH IS CONFTNED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK. OF MY RESPONSIBLITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT FLAN. W"-T · CONSERVATI PLAN. FIRE PROTECTION PLAN, AND AIL NDITION PPROVAL RELATED TO LANDSCAIPING, BY:,7'-oE,_---',.,...C...,~~->-s---DATE: ~/2~/4 7 Revisions ust approved by Public Health Engineer, C, y onning Director ~ District Engineer prior to implementation in field. DISTRICT APPROVED CHANGES METER #24 AT ROAD STATION 40+90 0-A STREET HYDRAULIC GRADIENT 700 FT, ELEVATION AT P.0.C. 294 FT STATIC PRESSURE 169 PS.I DISCHARGE MIN . .8..5....GPM MAX. :etll..2_GPM :U.STATION CONTROLLER RELOCATED :If: (PERMANENT. MASTER HOA) 1-1/2" RECLAIMED WATER METER ON 2" SERVICE LINE 1-112" BACKFLOW PREVENTER DEVICE AND PRESSURE REGULATOR ON 1-1/2" PLUMBING ADJUST TO 100 PSI 1-1/2" FLOW METER 2" MASTER VALVE "CROSSOVER"-oF-POTABLE(--' " MAINLINE BY RECLAIMED WATE a.------------ KEY MAP 200 IOO 0 200 400 600 ---- GRAPHIC SCALE I'= 200' LEGEND _,,,_. -W-EXISTING POTABLE WATER SYSTEM -R.--11.-EXISTING RECLAIMED WATER SYSTEM ------PROPOSED RECLAIMED WATER SYSTEM -lt----ll-PROPOSED RECLAIMED WATER SYSTEM (FROM SLOPE EROSION PLANS DWG. lruJ # 331-lL). RECLAIMED WATER CONNECTION POINT METER ANO BACKFLOW \ ART -- SHEET TITLE CMWD TITLE SHEET TITLE SHEET IRRIGATION PLANS IRRIGATION LEGEND IRRIGATION DETAILS IRRIGATION SPECIFICATIONS IRRIGATION CALCULATIONS PLANTING PLANS PLANTING LEGEND & DETAILS PLANTING SPECIFICATIONS REVIEWED BY: 'I "RECLAIMED WATER• DO NOT DRINK" SIGNS -SEE THIS SHi:ET (12" X 36") TYPICAL ( 10 EA.) PLACES. "AS BUILT" BALL VALVE CONTROLLER LOCATION Landscape Arohileotua-e • Planning La Jolla Centre II TITLE REVIEWED BY: SHEET NO. 1 2 3TO 7 8 9 TO 11 12 TO 14 15 16 TO 20 21 22 TO 23 DATE 9266 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619.560.1675 • Fax 550.1680 #:j~-c?O INSPECTOR DATE r DE VE LOPER, s NAME: ___________ ,---;:::-C A-:-R=L,S ___ B ___ AD _____ M ___ U ..... N~I C~l~P~A=a..L -'W"'-A"-'-T=ER'-'--"D~l..::;.S..:...:T R+'l:,,.:;C""'T_--1 Sheet ADDRESS:______________ l CITY OF CARLSBAD '.Z?::I PLANNING DEPARH,£NT Sheets TELEPHONE: PRIVATE (ONSITEI RECLAIIED WATER SYSTEM FOR: DATE PLAN PREFARED: BENCH MARK RANCHO CARRILLO VIL GE 1 0 1 -PHASE 1 t:/-zz-'?,z DATE OWN BY: __ ,,,_ __ ECT NO. DRAWING NO, CHKD SY:, ___ _ RVWO BY: CT 93-04 350-6L CMWD 93-502 ' ' i i I I I I l I ! I GENERAL NOTES: 1. THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSULTANT (619) 438•1162, EXTENSION #4221, 72 HOURS (THREE WORKING DAYS), PRIOR TO STARTING CONSTRUCTION. 2. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRAIGATION SYSTEM. VERIFICATION SHALL BE MADE WITH THE APPROPRIATE WATER DISTRICT. 3. ALL REDUCED PRESSURE BACK FLOW PREVENTER$ SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL 438-2722, EXT. 152 FOR A LIST OF CITY APPROVED CERTIFIED TESTERS. DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPLYING A COPY OF THE TEST RESULTS TO THE CARLSBAD MUNICIPAL WATER DISTRICT, 5959 EL CAMINO REAL 4. CONSTRUCTION SCHEDULE: A, PRIOR TO ISSUANCE OF GRADING PERMITS, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. B, SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER AND ELECTRICAL SERVICES. C. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. D. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED, 5. IRRIGATION: A. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THl:i TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 6. PLANTING: A. PLANTING AND IRRIGATION FOR THE AREAS DESCRIBED ABOVE UNDER NO. 5 SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. 7. SLOPE PLANTING STANDARDS: A. SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: 1. STANDARD #1 • COVER CROP/JUTE MESH COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PIROR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER VILLAGE 11 Q 11 , PHASE 1 C.T. 93-04 --~----------------VILLAGE Q PHASE 4 (FUTURE) ~ SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF JUTE MESH. SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BT THE MANUFACTURER. JUTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEE:N AUGUST 15 AND APRIL 15. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTE MESH MAY Be USED. 2. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE· AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE: EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIXE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). 3. STANDARD #3 • LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2·3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). 4. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET, B. AREAS OF APPLICATION -SLOPES 6:1 OR STEEPER AND: 1 . 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE A MINIMUM STANDARD 11 (COVER CROP AND JUTED). 2. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. 3. IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 AND #4. C. SPECIAL CONDITIONS 1. AREAS GRADE;D FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: 1) SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING, 2) A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. 3) IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. NOT ------------..._ KEY MAP 200 100 0 200 400 600 ---- GRAPHIC SCALE I'= 200' D. AREAS TO BE HYDRDSEEDED · SHALL FIRST BE DISKED DR ROTOTILLEO TO PROVIDE A FRIABLe, LOOSE SEED BED, 8. SLOPE IRRIGATION STANDARDS: A. WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANEN.T, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTION E.3·1 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL B. PIPE 1. ON GRADE PIPE IS NOT ALLOWED UN.LESS IT IS DEMONSTRATED TO THE SATISFACTION OF THE CITY THAT THE ROCKY CONDITION OF THE SLOPE· WOULD PREVENT TRENCHING. IN CASES WHERE ON GRADE PIPE IS ALLOWED, IT SHALL BE THE GALVANIZED TYPE OR UVR RESISTANT PVC APPROVED BY THE CITY. 9. LETTER OF CERTIFICATION (INSTALLATION): A. THE LICENSED DESIGNER OF RECORD FOR ALL THE ~ROJECTS REQUIRING LANDSCAPE PLANS SHALL SUBMIT A LETTER TO THE CITY STATING THAT THE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 10. AS•BUILTS: A. PRIOR TO RELEASE OF BONDS, AS-BUILT LANDSCAPE PLANS FOR THE BONDED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. B, CONTRACTOR SHAL.L DRAFT AS·BUILT INFORMATION ONTO HIS FIELD SET AS WORK PROGRESSES, C. CITY INSPECTOR SHALL APPROVE CONTRACTOR AS-BUILTS BEFORE TURNING THEM OVER TO THE LANDSCAPE ARCHITECT, ALONG WITH THE CITY MYLARS. D. LANDSCAPE ARCHITECT SHALL ADD AS-BUILT INFORMATION TO CITY · MVL.ARS AND RET.URN THEM TO THE PLANNING DEPARTMENT. E. PLANNING DEPARTMENT SHALL REVIEW AND APPROVE AS-BUILT MYLARS BEFORE ORDERING PRINT PACKAGE. ART ,, .... APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING DATE INITIAL AREAS. ENGINEER OF WORK A CITY HIGHW'1.Y ' O• OCEANSIDE (8 PACIF•C OCEA~ CITY OF ENC NITAS VICINITY MAP NOT TO SCALE SHEET INDEX SHEET SHEET NO. TITLE SHEET 2 IRRIGATION PLANS 3.7 IRRIGATION LEGEND & NOTES 8 IRRIGATION DETAILS 9-11 IRRIGATION SPECIFICTIONS 12-14 IRRIGATION CALCULATIONS 15 PLANTING PLANS 16 · 20 PLANTING LEGEND & DETAILS 21 , PLANTING SPECIFICTIONS 22-23 ~ ~"usr.~ 11 AS ~ rUTS{! ""' " ~ o/'. ~.; . c;:, 'l . . BUil T11 Landscape Architecture • Planning = ~ · re J; ... \ ~}¥1:1.,-1 * La Jolla Centre II REVIEWED BY: 9255 Towne Centre Drive, Suite 340 ' D a ta /4, San Diego, CA 92121-3002 .OF1·~~ 619 550-1575 • Fax 550-1580 9&-023 INSPECTOR DATE I s1ET I C[TY OF CARILSBA,.D ~ PLANNING DEPARTMENT . TITLE SHEET FOR: RANCHO CARRILLO VILLAGE 'Q' PHASE I C.T. 93-04 APPROVED: ~~~ q.22-77 'ASSISTANT eLA DIRECTOR DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. DATE CHKD BY: CT 93-04 350-6L REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: ' ' ' I l 40 20 D 40 / ao 1'' j0.1 ---- GRAPHIC SCALE -~-=-~=·=·••qo,,,.~-· REVIEWED BY: INSPECTOR DATE I 5 '1ET I CITY OF CARLSBAD l--------l----1------------------1---+---+------,.-----I 'l PLANNING DEPARTMENT SHEETS · 2.i. l--------l----l------------------1---+---+------,.-----I IRRIGATION PLANS FOR: RANCHO CARRILLO VILLAGE 'Q' .PHASE I C;T. 93-04 ' --\ _,,, ..,,,,--__ ,,.... ....... -· ,,, .. ,,,, .. , ,,,···"' . .. ~--=-·-·----., .. __ _ ' "'oo ·. . . . • .. ·•••••••··• ·•••···•: • lf~,:tiR~)i. :•·•••··· T" \ \ ,!ti, NOT//. .b..l'IT -' :::::-=,,,,,,,,-1, -! . . .. REVIEW~ --4'-l~, ±::::::1-----+-'--"~e_lL~_ 3/..,~loa INSPECTOR I ~ ' . . ~ CITY OF C.A.RL§JaAD l----+--+---------------+---l---+---1-----1 L__±_j PL/liNNING DEPARTMENT l----+--+---------------+---l---+---1-----1 IRRIGATION PLANS FOR: RANCHO CARRILLO 40 20 40 80 --0 VILLAGE 1·Q1 PHASE I C.T. 93-04 -- GRAPHIC SCALE i KEY MAP C>' • CMWD 93-502 s:. l=--1 n· :::c r--z m I I 7 ···'):-' ,., ... , - . ·,.,, ,,.,.,... ,,-.,.,,-,.· ·., ... ,, . ..".·c• ... • .. .:::••,-pd~ t' P10 P12 40 /1 ii 20 "./'· \ '; :, ...... 220------... 7 ... _ ..... --·•' . . -··· :.X' \ __ ;._, :' \_ P14 60 P13 0 40 BO ---- GRAPHIC SCALE 277.0 I I ---~ \ RANCHO PONCHO I ' _.---.. ,., _, / ..... Jfif-'--·•-, ,' ·'· _! . /-.. :._,, . ,.,· ,.. >>t·--~·.-.:-.( ... L::_·---. ___ ~---- .t. .... '.-'···········•'"'"'' .. \', \ ?~_.-;./-:'.--•:\:._,' / .. ·" .......... / _ _j / ii/> .• _, ... ···· -·. ·-· .. ~>/,. ·"'··' •, ----·•·,;;-"' ;;:,/ :'._ ...-_}.: .. : ,./ ' .ii:l!_. .. (\ {·,.,, . ¼, •., ,.,·· ' ~-:• ! }~ ' •• " • ,. ·-' <G, "-; .''·-.• ·,._ ..... . , . ,----,-:._ ·.. ·,·,:'· ·····• .. \i. ·. , __ ,,._._,._., . ..:·-· '\: .. ··-,,,\ . . '.· .. ,,_ ._ '· . .............. :>,,,:-;_:·v:~::\\ ... 1 ··•,.······\·c.,,,<\.... fl>A~:-:-=----(..~4:fr~'t--s-f:¢7 · • . .~·--· .... 1 · • i · . l~J~~~..f,e/f-::J.F-Y\ L~rtdscape Archrt~ctu!'¢'" r alljl•~,;,; : La Joll~ .. C~gt~e U. ·. · .,· '. .. \ ~;;;:;-;;;:7,:;-;:;:;7,::,:----....l,o:::::~'------'----1 9255 Towge .Centre Drive, Suite 340 . San Dfego, CA 92121-3'o02 · 619 550-1575 • Fax 550-1580 INSPECTOR DATE 1---+--t-------------t--t---t-----t-----. I SH~ET I C[TY OF CARLSBAD ~ PLANNING DEPARTMENT ~ ~l=RR=l=G=A=Tl~O=N=P=LA=N=S=FOR::::a::=·========::::::'...'::::==:::; RANCHO CARRILLO VILLAGE 'Q' PHASE I C.T. 93-04 i/ -Ii L-------~----------------------------------CMW15'93-5or-'I MWD 93-502' N TE ., ,. leXISTfNG IRRIGATl6N SYSTEM TO FiEMAlff .... CONTRACTOR SHALL OBTAIN "AS-BUILT DRAWINGS FOR: .. . .... , LANDSCAPE IMPROVEMENTDRAWINGS FOR EROSIONCONTROUSLOPERE• VEGETATION RANCHO CARRILLO MASS GRADING PROJECTNUMBER HOP 91-17 DRAWING NUMBER 331-tl CONTRACTOR SHALL PR0TEGT EXISTING IRRIGATIONSYSTEM·ANO lf'ISTALL NEW SYSTEM PER PLANS. DAMAGE TO EXISTING IRRIGATION SYSTEMS.HALL BE REPAIRED \ 40 20 0 ---- GRAPHIC SCALE ' OR REPLACED IMMEDIATELY PER ORIGINAL APPROVED PLANS AND"SPEC!FICAiiiiTIOi;;N;;;_;;_ _________________________ ~;:;;,!J·.:,l.;,;i-'lii.,,i~=;;.:::,:f.;_· '1'f'::;,;,·,;W.:;4,l,,,,\ji;.:: i DATE I SZ~-TS I RANCHO CARRILLO VILLAGs..,'O' PHASE I C. T. 93-04 APPROVED FOR PLANTING 1--------+---+--------------t--t----t-------t----------t APPROVED: ;;359 q'-ZZJ:i7 AND IRRIGATION ONLY, -AS_S_!S-TA_N_T-PLilN-c=. """N""1tir"'G"-o.::e·1R"-ECT_O_R_____ DA TE INCLUDINO PRECISE 1-11J.c.:.,:_-41"t'-'--l-'"~►µ2-~'---+A"'-''-·"-alJll)("""'------------+----1--:-c::c-:--l"i:.'-=-·~~-~~--"t-c--"J.E;~ ~o=wN=B=Y,=~-~~=~PR~O';JE~-c~T=N-;o=. =~-· :;-;:;:;DR;:::;A:;W~IN;:::G ~N:;::O.~ LOCATIONOFPLANTING DATE INITIAL REVISION DESCRIPTION ,_D_A_TE~~IN_IT_IA_L+-D_AT_E~_IN_ITI_AL..., CHKD BY: --CT 93 04 350-6L AREAS. ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD B'il: - CMWD 93-502 .J ·----·· :!_-~~---... ___ _ .._~ ' I --~~"-::/. '·. ··· ... r~ ·····/ ."". · .. . . ' KEY MAP ····• ... 0 OP~NSP/1,CE ·:i \ \ \ \ \ .,•;';'.:<:.,, '< ->r1,~,, 20 0 --80 -- GRAPHIC SCALE '. ·, ;'. \ ·.,[ \ ·,_ \._!"• ... ' "' APPROVED FOR PLANTING AND JRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. \\ 1 \ ... I i t , '..., I ,) ·~iscape Architec~e. • Pia in3/i .. ··. ,._,_J:,_a Jolla Centt"p / / ~-~· ,;-·§z To~.vne Centre Drive).,Suite 3!1f/ San Diego, CA 92121-3002 • 619 550-1575 • Fax 550-1580 9&-023 PHASE2 SEE DWG. NO. -,~·7L "AS BUil T" REVIEWED BY: INSPECTOR ! ' ' I DATE i--------+--1--------------1----1---l---1-----l [ SH?EET [ CITY Of CA]Rl§BAD i st~TS ~====:'_':===:::::P:::LA::N:::N:::IN::::G::::D:::E'::::PA::R:::T:::M:::E::N'::':T===::'..':::==;;,=~ IRRIGATION PLANS FOR: RANCHO CARRILLO C.T. 93-04 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: __ CHKD BY: __ _ RVWD BY: PROJECT NO, DRAWING NO. CT 93-04 350-6L CMWD 93-502 IRRIGATION LEGEND -RECLAIMED WATER Jb.SYMt~PL h:: < 1:rn::@!:H:\Ji/H:~)fiiit1!\} :@}W%\QE;i_c· ~'1 ·1rnc.w-11.M:A·~·tJgKGTPilE;R/:M8'6'EE'.N 6M°B'ifi=~Hmrnw,:n1Ji~@; DQ v' Iii' RAINBIRD PA-BS SHRUB SPRAY WI HUNTER "'HGV'" ANTI-DRAIN VALVE 12' 30 12 2.01 2.60 1.30 0.65 A V 'ij RAINBIRD PA-BS SHRUB SPRAY WI HUNTER "HCV" ANTI-DRAIN VALVE 17' 15 !2$$ 0.91 1.18 0.59 A >o/ \sb( RAINBIRD PA-BS SHRUB SPRAY WI HUNTER "HCV" ANTI-DRAIN VALVE 16' 30 16SS 1.56 1.61 0.81 A 1 '·"' = RAINBIRD 1806. SAM SHRUB SPRAY 12' 30 12 2.01 1.30 0.65 B ',/ RAINBIRO 1806 • STRIP SPRAY 4~X30 1 30 15SST 1.24 B "J RAINBIRD 1806-END STRIP SPRAY 4'X15' 30 15EST 0.61 B 1 If 211 31 HUNTER PGS-ARV W/ FACTORY INSTALLED NOZ. ANO ANTI-DRAIN VALVE 38'-32' 30 9,7,4 0.32 4.20 2.60 1.20 C (4\(ia1 6\ HUNTER PGM-00-R W/ FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 28'-20' 30 3,2,1 2.50 1.70 0.85 C 7){ 8) HUNTER PGP-ARV WI FACTORY INSTALLED NOZ.AND ANTI-DRAIN VALVE 38'-32' 30 7,4 0.32 2.60 1.20 D I 9\{io) HUNTER PGM-12-R WI FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 28'-20' 30 3,2,1 1.70 0,85 D • NELSON #7645 QUICK COUPLER· 1" ACME THREAD\· INSTALL WHERE SHOWN (APPROX. 150' O.C.) E RAIN BIRD "PES8' -PRS-B PRESSURE REGULATING REMOTE CONTROL VALVE F GRISWOLD 2030 MASTER VALVE {ONE FOR EACH CONTROLLER\ F CONTROLLER SIZE RAINMASTER "EVOLUTION" STAND ALONE CONTROLLER WI FLOW METER CAPABILITY EVSI.I }-PED-SS WITH RAINGUARD AUTO SHUT-OFF DEVICE (RGVR) G&I FLOW METER SHALL BE DATA INDUSTRIAL 250B IBRASSl 400 PSI MODEL, {5 YEAR WARANTEE ON CONTROLLER REQUIRED FROM HYDROSCAPE ,. PRODUCT INC., -SEE SPECIFICATIONS) L..£!...,l_-/'F.::Ec-B.::C.::0.::8::c25::.Yc:RceE,c:D:,:U:,:C::,E.::Dc.,P_:R.:,E.::S:--S:--U.:.:R:--E.::B:,:A:--C::.:K.:..FL,c:O:,_W::..:.P.:.RecE.:.V:--EN:.:T.:.:E"'R-'-W!::..I W=tL,..K"'IN_..,S,_.5::,Dc::D.:.H::cR'-'Y.::Bc:.R.::Ec.:cG:.,U:.:cL"'A"-TO=R.::&c."..:.W:.;Y.::Ec.".::S.:.TR:;,Ac:,l,.:N.=.ER:.c.,:S.:_P:.::Rlcc'Nc::Gc.:R,cA,cN:.::G:::E:.;7.::5.c·1c::2:::.5 .,_P.::SI:._· ---------+H,.&"--'-'W'-=2"-10 SET PRESSURE NOTED ON DRAWINGS RE-CLAIMED WATER METER BY C.M.W.D. BALL VALVE-KING BROS, LO-TORO. MODEL (2" SIZE AND SMALLER) KING BROS. BLOCKED TRUE UNION BALL VALVE(2·112" AND LARGER\ J& K CLASS 200 PVC LATERAL LINE (MIN.12" COVER) "PACIFIC CAL", "WATER WARN" OR EQUAL NON-POTABLE PIPE L ---PVC MAINLINE fMIN. 18" COVERl SCHEDULE 40 PVC FOR 1-112" DIAMETER AND SMALLER AND CLASS 315 FOR 2" DIAMETER AND LARGER L&M FOR 3" -6" IN DIAMETER PIPE (MIN. 24" COVER) "PACIFIC CAL", "WAl-ER WARN"-OR-EGUAL-f>R-ESSURE PIPE --------PVC SLEEVES ( 2 TIMES DIAMETER OF THE PIPE ENCLOSED) -"PACIFIC CAL", WATER WARN" OR EQUAL PIPE N FOR SLEEVING INSTALL AS FOLLOW: UNDER VEHICLE PAVING, USE SCH. 80 SLEEVES W/36" COVER FOR MAINS, LATERALS, & WIRING UNDER PEDESTRIAN PAVING, USE SCH. 40 SLEEVES W/18" COVER FOR MAINS, LATERALS, & WIRING UNDER PEDESTRIAN PAVING, USE SCH. 40 SLEEVES W/ 12" COVER FOR LATERALS CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENT SHALL BE INSTALLED IN SEPARATE SCHEDULE 80 PVC SLEEVE STATION NUMBER .t.. ~ VALVE SIZE -AUTOMATIC VALVE \iJiJ'NO'rE:t ) STAINLESS STEEl ENCLOSURE/ NEW CONTROLLER ASSEMBLY SHALL HAVE A 5 YEAR WARANTEE ·AVAILABLE@ HYDROSCAPE PROOUCTS,INC. HYDROSCAPE SHALL PROVIDE ASSEMBl Y FOR CONTROLLER AND ENCLOSURE IRRIGATION LEGEND (PRIVATE) HOMEOWNER POTABLE WATER NOTES:. I . TI-ERE S>W.L EE NO FITTI~ ffi ~ 11) cm£R FAOUTlES EETWEEN TI-E ME1ER RAINBIRD PA-8$ SHRUB SPRAY W/ HUNTER "HGV" ANTI-DRAIN VALVE 12' 30 12 2.01 2.60 1.30 RAINBIRD PA-BS SHRUB SPRAY W/ HUNTER "HGV'" ANTI-DRAIN VALVE 17' Hi 22SS 0.91 2.37 1.18 RAINBIRO 1806 SAM SHRUB SPRAY 12' 30 12 2.01 1.30 RAINBIRD 1806 SAM STREAM SPRAY 17' 15 22SS 0.91 1.18 0,65 A 0.59 A 0.65 B 0,59 B A10 800'R.CM' ASSEMBlY. it_ 2. Bt(KFlJJN Fft'vOffiR MAY !'OT EE I~ NA.BX oo-rT·OF·WAY. 3. Co.smu:T 2' HIQ-t 1£TAINING WAU. <N 3 SOES OF 8ACKA.DN ~ Ytl-£N l'lSTAUB) (N I 41 CR Gf£AT£R SD'£. CPEN EN) I SHAU. EE AT (Q,'!ff-1.1. SID£ OF St.Cff:. ~ 2 ~AL C1..f.ARAN:E BETWEEN VtiAl1. 1J,KJ BA'.l<F\.ml PREVENTER. 3 2' I--=--=--+~ r--:(22~1);:;(22}25'1.H:U:N:T::'.E:R-.:P:'.:G:'.:M'-:·:'.:OO-:::-,:V--;-W':;l-:-;F-;:A-;:C-.:TO~R':;Y::_':IN:'.S-:T~A:'.:LL~E~D~N:'.:O~Z";.:::A:::N-:-D--:-A::N:T-:I D--:-R:A:-l::N;:-V:::A:::L--;-V;:E-::-;:------l~2::3:-'·2::0:;-'r-:3::0_r--::-:2,;----I __ 0._30_+----+~1=.7-c.0----1--'-0.cc8cc.S-+---+---"C----j (2bJ27i;,8) HUNTER PGS-3RV&ARV W/ FACTORY INSTALLED NOZ. AND ANTI DRAIN VALVE :l8'-32' 30 9 7,4 0.32 4.20 2.60 1.20 c- 4. 00 l'£rr INSTIU IN ARf.A SUBJECT TO Fl.CCONG. 2 \--aol-1 12" MIN. 36°MAX. W,Oi,--{ 5 ..... --{2 ----1---+----+------1-=~+----+---.--j (23) 125) HUNTER PGM-12-V WI FACTORY INSTALLED NOZ. ANO ANTI DRAIN VALVE 231-20• 30 2,1 0.30 1.70 0.85 D'" -----,c----+----+-=-r--=.c_-+----+--"---i /291 (30) HUNTER PGP-3RV & ARV WI FACTORY INSTALLED NOZ. AND ANTI DRAIN VALVE 38'-32' 30 8,7,1 0.32 4.20 2.60 1.20 D" CHAMPION 200 SERIES MANUAL VALVE W/ 262 ATMOSPHERIC VACUUM BREAKER .F WILKINS SOOHR SERIES PRESSURE REGULATOR SPRING RANGE 75-125 PSI FACTORY SET@> 85 PSI POTABLE WATER METER BY OTHERS BALL VALVE· KING BROS. LO -TORO. MODEL (2" SIZE AND SMALLER) --J CAPPED MAIMLINE -FUTURE RESIDENCE HOOK-UP CLASS 200 PVC LATERAL LINE fMIN. 12" COVER\ POTABLE ---PVC MAINLINE (MIN.18" COVER) SCHEDULE 40 PVC FOR 1-112" DIAMETER ~ VALVE SIZE• MANUAL '\..9,--GPM --SYMBo'L·· . ;: ;)} ·-;./} ------· ','-:_:'/?:··:'HH6E.s:CRfPf'16N'·.-,: ... -.,, ., .. ,,,,:.:is-':-'•'•' . ,,;,-.-:"'.'>{/:··.:_ .:. ''=',{I:< ,, ":,:,:,·: '' .. ,,,,_. ... ,. --... ... <\ . '') ,,. \,/ 'v EXISTING SHRUB SPRAYS 'v EXISTING ROTARY SHRUB HEAD '-8) EXISTING NELSON 7645 QUICK COUPLER 1" NON-POTABLE ~Ei EXISTING RAIN BIRD "PESB-PRS" PRESSURE REGULATING AUTD CONTROL VALVE t/) EXISTING BALL VALVE - ---CLASS 200 PVC LATERAL NON -PRESSURE (MIN. COVERAGE 12" COVER) NON POTABLE . . s J -,.,.. __ - 11.--- 1 P,1'1: 11,,N. \£ii..... If rr,,11-1<,. ·1 {"J,l n L llJ . , -•MERS It.ITV - TO 0C NSTl!ilfD FI.RS!JII.NT m M..A\CIPAL CCU: Er)';)( "4.00.00.«:0-SECSSTITlE 17 Of THE CALIFORNIA ADMINISTRATIVE CCOE. I f1Xf PG24 . l---i4'--+-'I',,~~" N'~ • t-7..---+---f'i~ck;;,>ij~;,i.__,.,_,..l-V'P"I' A:-...:.-..r MY' y t--:i.--+-:'':a I ---... • ~ .rl ... , ~,:ll;-;f,!'' -...,, . ....,,,.,,_,-.. ...,,.,.~,,_ _____________ +--;;:;.----t .. rt:A R'lr ar ,~~,_,1c,lc_ .. ------------------+--=4{}----1 CARLSBAD MUNICIPALWATER DISTRICT ~ N'PIIOOE 2 INCH AND UNDER BtiCKFLDW INSTALLATION STD. OWG. NJ. W20 AUGl.$T 1993 SCHEDULE 40 PVC MAINLINE (MIN. 18" COVER), FOR 1-1/2" ANO SMALLER AND CLASS 315 PVC FOR 2" AND LARGER ,,,--EXISTING VALVE NO. f---r .J GPM \_~ EXISTING VALVE SIZE "' \\·....,.'-:'-"'-sf-''-", }:-\~ -------- L.l1Hlsc,1pc Arrhileclurc • Pl.11111ing L.1Joll.1 Centre II 9255 Tow11P Ccnll'C Drive, Sui le 340 S.111 D,cgo, C/\ 92121-3002 01'/ 550-1575 • Fax 550-1580 APPROVED FOR PLANTING AND IRRIGATION ONLY, "AS BUILT" INCLUDING PRECISE RCE EXP. DATE LOCAT.101\ OF.PLANTING REVIEWED BY: Al-U:•:AS . INSPECTOR DATE ! SHEET --+--+---------~--+---+---+--+----I . 6 ---t---1-----------------·----+---+---+---+--··· ... L. ... ______ -- CITY OF CARLSBAD 11 SHE[T<;1 ~ ___ l'_LA_NNING DEl'AllTMENT j [ _ 2,~ ; -----r-t-----+-t----+----+-·-1 ---+----+---------------------+----+---+---1----1 IRRIGATION LEGEND FOR: r-----+----i---------------------+----+----+----1---1 RANCHO CARRILLO VIUAGE 'Q' -PHASE l r-------t---i----------------+---+----+---+----1 -:::::::::;=:========,'#-~=..===========~ APPROVED ~p '/-ZZ-fZ t-----t----+-------------------t---+----+---+---1 I ASSISTANT PLANNING DIRECTOR DATE t-.;D;.Aa;TE,----jr-,;..Nl;,;11;-;A'L-+-------------------t-Oc-Ac::TE::-+--IN-,111=-AL-+-O-•-:TE::-+---I ~D;;;WN~::;B;;;Y::;:,=:..: __ =_=_=_=_:;:-;:::==P;:R:=O:=J:::E;:C:::T==N:::O=. =::::;~DR;:::::A=Wl=N=G=N=o~. ~ INl11AL CHKD BY: --CT 93-04 350-6L £NlllNEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: CMWD 93-502 V.I. T. PRODUCT 920 SOUTH ANDREASEN DRIVE •108 SHRUB HEAD ESCONDIDO, CALFORNIA / (619) 480-6702 / 3" MIN 1. -~ii ~ Is !!! ' _. "'~ I.,. STAINLESS STEEL V.I.T. SPRINKLER TIE W/ PROTECTIVE VINYL TUBING (2 EA.) REQUIRE. ANTI-DRAIN VAL VE OR CHECK VALVE SCHEDULE 80 PVC RISER FINISH GRADE ---·--·-·--·-·--·---- MARLEX 90 STREET ELL PVC .SG.I:!_ 40 TEE OR ELL SIDEWALK OR CURB---,. NOTE: SPR!NKcER HEADS WITHOUT FACTORY INSTALLED ANTI-DRAIN VAL.VE SHALL INCORPORA1'E AN EXTERNAL F'LOW SHUT-OFF VALVE AS A PART OF THE SPRINKLER ASSEMBLY. SCHEDULE 80 PVC-----... NIPPLE 6" MIN. PVC TEE 2' MIN. i I i==--rr .----FINISH GRADE 111= ·. _.:I 11 ITI 1Jffi i---6" POP-UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE ~-PVC LATERAL LINE GEAR DRIVEN SHRUB ROTOR·- CHECK VAL VE OR COUPLER USE FACTORY INST ALL ED CHECK VAL VE IN HEAD IF AVAILABLE·--. 3/~" SCH. 80 PVC RISER SCH. 40 PVC TEE OR ELL---- 12" ,c----TWO STAINLESS STEEL HOSE CLAMPS W/ PROTECTIVE VINYL TUBING NOTE: WALK/CURB BOTTOM OF SLOPE ALL LATERAL LINES AND FITTINGS SHALL BE 'ALERTLINE OR EQUAL' V.I, T. PRODUCT 920 SOUTH ANDREASEN DRIVE. •106 ESCONDIDO, CA (619) 480·6 702 FINISH 3-MARLEX 90°---'T--=- SWING JOINT \ SCH.40 PVC FITTING - 12" POP-UP SPRAY HEAD W/ FACTORY INSTALLED \r CHECK VALVE /· -¾• INLET <TYP,J // \ / a ,/ ~------SCHEDULE 80 PVC NIPPLE S' MIN. b_--[_J-----r------- NON-PRESSURE LATERAL SEE LEGEND FOR DEPTH AND TYPE OF PIPE A -----® SHRUB HEAD ON RISER NO SCALE B ------@ 6" POP-UP NO SCALE © GEAR DRIVEN ROTOR C ---------NO SCALE D 12" POP-UP GEAR DRIVEN HEAD ON SLOPE NO SCALE 6·5·96 12"-18" FROM EDGE OF .l.'.'_!ti__Q_ROUNQ!:;QVE R_ OR SHRUB AREAS [ CURBS, WALKS, ETC. r-· -1...--, =:11 :- 0:: rrr __ JI --QUICK COUPLER VAL VE 0:c =1 "-[;: [T]: ~--RED BRASS RISER o,..., i------·-z ,::i • · RED BRASS COUPLING ~ '!l ~~ 'I-.. --~--~-RED BRASS NIPPLE • ..J ~ ' ~Tlr-, ,.._ .. -:-1.-1...,--:-i ________ .4''LONG - ~~ -TIT:--: .:· · vi ::i; 3 11 . • .:· :•' -,. ... ,. ---.. . . '• . ' . ,,. . RED BRASS 90 ELBOW ~--J.,:,,;-"c~-~c"<·I ·ill ... -~ . ..... '"T"~~ ....... ...,,'L.~, .,,,,•: :~~\-;• f~---'-,--L\J--~~'.;_,,~:,'~;~~"·=·l·;l.~:E;:1~·_~~1~·1~~~1]·11------,',1/:~o~c~i~~2~fr~~=OM~ls=£~~=~=RE~T~E p._;c:_. l"IAJNi-!l'iE Pli'E= E SCH.BO PVC ADAPTOR RED BRASS NIPPLE ---------------LENGTH AS REQUIRED·---® QILJICK E NO SCALE COUPLING VALVE l-'IA\..i; ~ .30-INCH LINEAR LENGTH OF WIRE, COILED. WATER PROOF CONNECTION (1 Of 2) // ID TAG ,, // VAL VE BOX WITH PURPLE IJQ_ ,., ~ // FINISH _GRADE/TOP 01:._MU!,.9H. / __ REMOTE CONTROL VALVE // PVC SCH 80 NIPPLE (CLOSE) / PVC SCH 40 ELL / PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK ( 1 QL . .il.. SCH. BO NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH. 40 ELL ® REMOTE CONTROL VAL VE F ------NO SCALE COMPLETE ENCLOSURE ASSEMBLY AVAILABLE FROM: ~ .YDROSCAPE PRODUCTS, INC, 5805 KEARNY VILLA RD, SAN DIEGO, CA 92123 (6191 560-6611 1,f' TO 54" COPPER GROUND I NG ROD, CONNECT TO 110V OUTLET WI #14 COPPER DIRECT BURIAL WIRE LOW VOLTAGE CONTROL WIRES IN 3" DIA, PVC SCH. 40 PVC SWEEP ELL . z ::, ·--·--;;===lh----"RA I NGUARD,, AUTO-RAIN ---SHUT OFF DEV I CE 0 0 0 0 0 0 0 @ WEATHERPROOF, LOCKABLE _,,.--.--STAINLESS STEEL CONTROLLER ENCLOSURE ~~AUTOMATIC CONTROLLER SEE PLANS & LEGEND FOR MANUFACT., MODEL# AND SIZE. -------~ON-OFF DISCONNECT SWITCH W/110V GROUNDED OUTLET ---------TERMINAL STRIPS ~------- "~ "'FINISH GRADE '-.._MOUNTING FLANGE BE SET IN CONC. THICKNESS 6» W/BOLTS TO PAD WI MIN, / 110V ELECTRICAL SERVICE IN RIGID PVC OR METAL CONDUIT SLEEVE TO POWER SOURCE © CONTROLLER ENCLOSURE G ~---------NO SCALE 96-023 "AS BUILT 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, ·----------·-----·--- INCLUDING PRE:CJSE DATE 1\ /\ RLA EXP. l.andee-<11><!1 Architecture • Planning LOCATION OF PLANTING I La Jolla Centre II REI/ I EWED BY: 9200 To•ne Centre Drive, Suite 340 AREAS San Dle~o. CA 92L21 ·3002 -..,. \ 819.500.u; 5 • Fax 000.1580 -INSPECTOR DATE -~------·------·-·---~·~ ,__ ___ w CITY OF CARLSBAD 1 sa~TS I -~,---------·-·-·-1------,-.---~· 1 PLANNING DEPARTMENT ------·~·--·-· 1----·-,-,---~· ---·---------·---·~· IRRIGATION DETAILS FOR: -----·------·------~-~-RANCHO CARRILLO --,-. VILLAGE 'Q'-PHASE 1 ----·------ APPROVED -·fig-4-22-f_7] --·----·--·-·----·----· ------·---·-·---·----·---· ASS !STANT Pl'l'<NN ING DI RECTOR DATE -·--DWN BY: PROJECT ND. --DRAWING NO. DATE INITIAL DATE INI Tl AL DATE: INITIAL -·--· ~1EVISION DESCRIPTION --CHKD BY: CT 93-04 350-6L ENG I NEER OF WORK 1)1'H€R APPROVAL crn APF'ROVAL RVWD 3Y: ~---,. ~ ·- CMWD 93-502 I REDUCED PRESSURE TYPE BACKFLOW DEVICE ASSEMBLY <SEE SPECS, & LEGEND) --------·----·------·----·---~ 3" NIPPLE Cl z Li.I 0 LiJ ..J Li.I ~ "'·" PRESSURE REGULATOR 3" NIPPLE BRASS UNIO"!, ----·--·---, I . z >< . -<I( z // ::E ::E -::! ' . // "' a) • /" / ~ ~ "' / // 1. ALL RISERS, UNION, ELBOWS, AND NIPPLES SHALL BE REJ BRASS 2. CLOSED NIPPLES SHALL NOT BE USED 3, TEFLON TAPE',,' WIDE SHALL BE USED ON ALI_ -HREADED CONNE:CTJONS, ·I, PROVIDE CAP PLUG FOR CLE•lN OUT VALVE 5, CONCRETE, PAO SHALL BE 18" WIDE 6, BACKFLOW PREVENTER ASSEMBLY S>iALL BE TESTED LiPCIN IN$TALi.ATJON BY A CE.RT[f [ED BACKFLOW DEVICE TESTER, cmITRACT □R :;HALL PROVIDE THE ENGINEER WITH WRITTEN TEST RESJLTS COMPLETED BY A CERTIFII::D TESTER PRIOR TO THE BACKFLOW ASSEMSLT'S ACCEPTANCE BY THE ENGINEER. 7. INSTALL PER CARl.$6AD MUNICIPAL WATER DI,;TRICT STANDAIW DRAWING #W··20 REDUCED PRESSURE BACKFLOW PREVENTER CONCRETE PAD [4" M(Nl FINISH GRADE 8" LONG NIPPLE PVC SCH 80 FEMALE ADAPTOR PVC FROM MAIN TO VALVES JUMBO PLASTIC Y AL VE BOX - WITH 2"-6" EXTEN. AND LOCKING PURPLE LID WATERPROOF CONNECTIONS MAIN LINE:---.- REDUCING COUPLING AT---· DIST. EOUAL TO 10X PIPE DIA. FROM FLOW SENSOR TWO (2) CONDUCTOR SHIELDED CABLE CONNECT. TO TRANSMITTER -•1" IN TURF AREAS 2" IN SHRUB AREAS BLACK -FINISH GRADE EXTENSION ----JUMBO BOX i-,o--• REDUCE COUPLING AT DIST. EQUAL TO 5X PIPE DIA. FROM FLOW SENSOR (IF REQUIRED) SENSOR ·-~P~V.C PRESSURE PIPE TO VALVES //.-PVC SCH 80 UNION /// ~ VAL VE .J!QX WITH Pl!RE,1,,E._JJQ_ ,, / /' / /' BALL VALVE / ///~ /////1/ _,..EINISH GRADE/TOP OF. MULCH_ // · PVC SCH 80 NIPPLE (CLOSE> ----""-....,..:.~-,,:. PVC SCH_40 ELL. / // PVC SCH 80 NIPPLE ,,, /.--7iENGT-H AS REQUIRED> / BRICK (1 OF 4) ;~;~AJNLINE PIPE l'l¥~( ________ -1___:=.__J _ ___..,...1 \. \.__...,X:_MlliJ.M\M..CEP .. Il:L.QL 3/4" WASHED GRAVEL ® W/PRESSURE REGULATOR H ~~~~------- 1 NO SCALE G)FLOW I NO SC4L£ 7-24-96 0 BA.LL VALVE ,J ._N_O_SC_A_L_E ___________________ _ EDGE OF FIXED IMPROVEMENT 6" FOR BALL VALVES 2·1/2" lo LARGER USE RECTANGULAR THERMOPLASTIC V N.. Vf. BOX VAL VE BOX WITH PURPLE LID FINISH GRADE/TOP OF MULCH /-·---·-·-- // BALL VALVE W/ UNION PVC PIPE EX.TEN. SIZE AS REQUIRED TYPICAL /--·-·-·--·---· PVC SCH 80 NIPPLE -6" PVC SCH 40 Fl:341·'-:5:.~ BRICK <1 OF 4) MINIMUM 2 CU. FT, OF 3/4" WASHED GRAVEL ./'' // K -------® BALL VAL VE AND UNION NO SCALE 2"·0" TOP OF PERM. FINISH GRADE WHEN SHOWN AT TOP ON PLAN, SPRINKLER HEAD PERPENDICULAR TO SLOPE (TYPICAL) MAINLINE PIPE AT TOP OR MIDDLE OF SLOPE AS SHOWN ON PLANS PERM. FINISH GRADE -·-------~ TEMPORARY LATERAL PIPE MAINl.INE PIPE -~~--------·--- © L.ATERAL AND MAINLINE PIPE LOCATION L ~-------- NO SCALE 6 --6-96 -~ L - DATE IN [ T IAL ENG I NEER OF WORK ----·---·- -~ ,' : ·:: ;;; ' ' ;,-,, ~ -~ ' CROSS TEE t~ MIN. a---19~ CAPS ®THRlJST NO SCALE BLOCKS 3/7 /9ti 96-023 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, ·----·---·-----·----- INCLUDING PRECISE DATE 1,LA EXP. A Landaoepe Archll.,cture • Planning LOCATION OF' PLANTING La Jolla Cent;re II REVIEW[D BY: 92ije Towne Centre Drllve, Suite 340 AREAS Sen Ole~o. CA 92121 ·3002 '\ 619.liolio0.16 !!< • Pa, M0.1680 ·---·--------------~--- [Nc,PE~TDR DATE l srgT] CITY OF CARLSBAD-] ~EU Pl.ANNI NG DEPARTMENl' :2.3 -··-----[RRIGAT[ON DETAILS FOR: RANCHO CARRILLO VILLAGE 'Q'-PHASE 1 ------------· ·--·- APPROVED 7~ 4-z2-e;7 I ASSISTANT ~LA~NnJG ornECTOR DATE ----------·--·--·---------- ~[gBi~;-----1[ c~E~~~~4 _] [0~;o~~L I DATE IN: TI AL DATE INITIAL RE,VIS CIN DE SCR I l~T I DN llTHER APPROVAL CITY APPROVAL CMWD 93-502 SLEEVE CHART FOR IRRIGATION PIPE ANO WIRES PIPE SCHEDULE 40 PVC CONTROLLER SCHEDULE 40 PVC SLEEVE SIZE WIRES SLEEVE SIZE 3/~" 2" 1-18 2:" 1 " 2" 19·24 2:-1h" 1-1/4'' 2-½" 25-36 3" 1-1/z" 3" 37-48 4" 2'" 4" 49-72 6" 2· 1/z" 6" 3'" 6" 4" 6" NOTE: SLEEVE CHART IS fOR THE CONVENIENCE TO THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ADEQUATE PIPE SLEEVE SIZE TO ACCOMMODATE THE INSTALLATION OF THE IRRIGATION PIPE AND WIRES - SLEEVE CHART FOR IRRIGATION PIPE & WIRES NO SCALE r--STREET SURF ACE ~--POT ABLE MAINLINE / <SEE IMPROVEMENT DRAWINGS) b 12" MINIMUM REQUIRED VERTICAL SEPARATION -1 ~ SLEEVE ~IOTE; RECLAIMED WATER METER / ,/ REDUCED PRESSURE BACKFLOW //. PREVENTER-SEE DRWG FOR SIZE / , .,.,./ ,.,,.,.,,.. /., / PRESSURE REGULATOR AND / WYE STR,I\INER· SEE DRWG // ,/'/ ~F_OR_S_IZ_E _____ _ / ,/ I' // /' /. MASTER VALVE / // SEE DRWG. FOR SIZE /// //. / // // / FLOW METER / /. / SEE DRWG, FOR SIZE ,/// / // / / --~·-·-----· ~ ~/ / ~-::(~ro SYSTEM ~-®---y ~/w--------- 0 r------·-· 2 4 • --·-·- 10' MINIMUM TO POTABLE MAINLINE IN STREET DIAGRAMMATIC P .O.C. OF RECL~MED WATER METER NO SCALE CURB & GUTTER SIDEWALK METER SOX W/METER POTABLE SERVICE LINE ' 1 2" MIN I MUM ' --J,.. RECLAIMED WATER IRRIGATION MAINLINE W/SLEEVE RECLAIMED WATER IRRIGATION MAINLINE---=©' NOTE: ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN• VERTICAL CLEARANCE OF 12• MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER I_INE, INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 2~" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 'STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTBAS' 'CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER r.1AINS'. OCTOBER 1993 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET, TO IRRIGATION SYSTEM 1" SCHEDULE 40 PVC MAINLINE UNLESS NOTED OTHERWISE --1 I 1" PRESSURE REGULATOR SET AT 75 PSI TYPICAL SEE DETAIL 'S' I _..,., 1" BALL II' AL VE SEE DETAIL 'J' 1-1/4" CAPPED MAINLINE FOR RESIDENCE L _ ~-3/4'' POT ABLE W.A,TER METER BY OTHERS _...,.------n•-•-•---•---•-~--•~-~~~---_.,........----•- EQUIPMENT ARRANGEMENT FOR ®. ~P_.o_.c_. _A_T_R_E_S_ID_E_N_T_IA_L_L_O_T_S ___ _ NO SCALE PVC SCH.80 NIPPLE BRASS ADAPTORS ATMOSPHERIC VACCUM BREAKER INST ALL 6" ABOVE TOP OF HIGHEST SPRINKLER HEAD CUT HOLE IN PVC PIPE AND TIE GALV. WIRE TO SLEEVE r-·----·-·------ FINISH GRADE / 1 SCH. 40 PVC FEMALE ADAPTOR 4X8 BRICK (1 OF 4) PVC __ b_ATER,Al \ SCH. 40 PVC MALE \\ ADAPTOR. T MANUAL CONTROL VALVE ATMOSPHERIC BA.CKFLOW NO SCALE SEE LEGEND fOR MAINLINE D[PTH l~---,i,;--4" Ml~ _.,// MANUAL CONTROL VALVE -· 4" DIAMETER PVC SLEEVE WHITE -·----- SCH. 40 PVC MALE ----'-.AD='-'AP __ Tc..=Occ.cR.c... __ _ W/ PREVENTER 4/3196 96-·023 ® P'OTABLE MAINLINE CROSSING NO SCALE R POT ABLE SERVICE LINE CROSSING NO SCALE ® PRESSURE REGULATOR S ----NO SCALE "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, -----·---·--· INCLUDING PRECISE DATE -A Land8e..pe Architecture • l'lennlng Rl.A EXP. P' .., LOCATION OF' PLANTING La Solla Centre II REVIEWED BY: 92ltt'S Towne Centre Drive. Suite S40 AREAS .. , \ San Dle~o, CA 92121-3002 619.550.15 i; • Fax 551D.l.580 ·----INSPECTOR DATE ·----·---· ·--·--------~-----~ I srrr I CITY OF CARLSBAD-] -SHEETS------~~ ~---~--------·-~·~ ~~~--PL.ANN l NG DEPARTMENT '.2,°?. -·--~·-· ·-----·-·----· . ·--. -·---~-----------·----·-·----~--· . IRR:GATION DETAILS FOR: --·-·-·· --·-RANCHO CARRILLO -·--·--· ---·----·------·-· VILLAGE 'Q'-PHASE 1 -~~--·-·-·---·--------· ---·---·---,.. _____ -~-· [ APPROVED -· 'o/'/3:{q R f-?Z:f2 · 1 ·--~·---..,_, ___ ----~ ----- •·---·--·-·-----·-·-----~SSISTANT PL.ANN!~ DIRECTOR DATE ----· ---OWN BY: c-PROJECT N □: ~ ·-·~----·---·-·-·-----. DRAWING NO. DATE INITIAL DATE INITIAL DATE: INJrlAL •-RE:VISICN DESCR 11~r I o~i CHKD BY: CT 93-04 350-6L ENG !NEER OF WORK orHER APPROVAL CI TY APPROVAi. RV\'ID BY, ____ , ----- CMWD 93~502 --""" ., SECTION 02441 IRRIGATION SYSTEM PART 1 • GENERAL 1. 1 GENERAL CONDITIONS: 1 . 2 1. 2.1 1. 2. 2 1. 3 1. 4 THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK SHP.~L. APPLY TO THIS SECTION AS FULLY AS IF REPEATED HERE'IN. · SCOPE: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. OWNER/DEVELOPMENT WILL OBTAIN AND PAY ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES. ALL ON SITE, RECLAIMED WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES, AND REGULATION. ALL PIPING SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATING THE PRESSURE RATING. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS If REPEATED HEREIN. PERMITS ANP LICENSES UNLESS OTHERWISE STATED, SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES ANO FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, AND VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. WATER METERS AND POWER METERS WILL BE THE RESPONSIBILITY OF THE OWNER AND /OR HIS REPRESENTATIVE FOR INSTALLATION AND PERMIT FEES. RELATED WORK: . 1 LANDSCAPING SECTION 02480 . 2 COMPLIANCE TO CITY OF CARLSBAD RECLAIMED WATER STANDARDS OUAUTY ASSURANCE ,1 QUALIFICATIONS OF INSTALLERS PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT All TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, THE MATERIAL MANUFACTURE"$ RECOMMENDED METHODS OF INSTALLATION, THE CITY OF CARLS6-AQ_RECLAIMEO WATER STANDARDS AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. .2 CODES AND STANDARDS IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS, COMPLY WITH THE LATEST RULES OF THE NATIONAL ELECTRICAL CODE AND ELECTRICAL SAFETY ORDERS OF THE STATE OF CALIFORNIA, DIVISIONS OF INDUSTRIAL SAFETY, FOR ALL ELECTRICAL WORK AND MATERIALS. REFER TO THE LATEST EDITION OF THE GREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHERE APPLICABLE. THE CITY OF CARLSBAD RECLAIMED WATER STANDARDS, LATEST EDITIONS AND RULES AND REGULATION FOR RECLAIMED WATER SERVICE IN THE CITY Of CARLSBAD. LATEST EDITIONS ARE INCORPORATED UNTO THESE SPECIFICATIONS BY REFERENCE WHERE RECLAIMED WATER IS PROPOSED. SUBMITTAL$: . 1 SUBMIT COMPLETE MATERIAL LIST PRIOR TO PERFORMING ANY WORK. . 2 SUBMIT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE WHENEVER THE USE OF ITEMS DIFFERENT THAN THOSE SPECIFIED IS REQUESTED. SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE AND FITTING MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLESS MATERIAL HAS BEEN PREVIOUSLY APPROVED. SUBMIT MATERIAL LIST USING THE FOLLOWING LAYOUT (DOUBLE SPACED BETWEEN EACH ITEM) ITEM. DESCRIPTION MANUFACTURER MOQEL NO, 1 . PRESSURE MAINLINE LASCO SCH. 40 2. LAWN HEAD RAINBIRD 1806·12F 3. ETC. ETC. ETC. . 3 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE REJECTED AND SUCH MATERIALS REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER/DEVELOPMENT. . 4 APPROVAL OF ANY ITEMS, ALTERNATIVE, OR SUBSTITUTION INDICATE ONLY THAT THE PRODUCT($) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. • • 5 THE CONTRACTOR IS RESPONSIBLE FOR SUBSTITUTED ITEMS. IF SUBSTITUTION UNSATISFACTORY, REPLACE IT WITH ORIGINALLY NO COST TO THE OWNER/DEVELOPMENT. GUARANTEE: PERFORMANCE PROVES TO SPECIFIED ITEM, OF BE AT . 1 SUBMIT WRITTEN GUARANTEE IN APPROVED FORM THAT ALL WORK SHOWIN'1 DEi'ECTS IN MATERIALS OR WORKMANSHIP WILL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER/DEVELOPMENT FOR A PERIOD OF ONE YEARS FROM THE DATE OF ACCEPTANCE BY THE OWNER/DEVELOPMENT. . 2 THE GUARANTEE FORM SHALL BE RE•TYPED ONTO THE CONTRACTOR'S LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION: A. GUARANTEE FOR IRRIGATION SYSTEM • (PROJECT NAME) WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED FOR (PROJECT NAME) IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR ANO UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF 1 YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RE SUL TING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER/DEVELOPMENT. WE StiALL MAKE SUCH REPAIRS OR REPLACEME;NTS WITHIN A REASONABLE TIME, AS DETERMINED BY THE OWNER/DEVELOPMENT, AFTER RECEIPTS OF WRITTEN NOTICE. IN • THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER/DEVELOPMENT, WE AUTHORIZE THE OWNER/DEVELOPMENT TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE ANO WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND, B. PROJECT: (PROJECT NAME) C. LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED: ___________ TITLE: _________ _ ADDRESS: _____________________ _ TELEPHONE: SIGNATURE AND DATE:: _________________ _ 1.5 OBSERVATION: 1.5.1 INSPECTION SCHEDULE . 1 IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR. THE CONTRACTOR• IS RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR IN ADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO THE TIME INDICATED: A. PRE-JOB CONFERENCE • 7 CALENDAR DAYS B. LOCATION OF IRRIGATION SLEEVES C. LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND PIPING- 32 HOURS D. PRESSURE MAINLINE INSTALLATION AND TESTING • 32 HOURS E. CONFORMANCE TO REGULATIONS FOR RECLAIMED WATER • 32 HOURS F. LATERAL TRENCH DEPTH CHECK • 32 HOURS G. COVERAGE TEST · 32 HOURS H. FINAL INSPECTION • 48 HOURS I. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING OF WORK. (438·1161, EXT. 4221) J. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION. (438-1161, EXT. 4221) . 2 WHEN INSPECTIONS HAVE BEEN CONDUCTED BY OTHER THAN THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR, SHOW EVIDENCE OF WHEN AND BY WHOM THESE INSPECTIONS WERE MADE. . 3 NO INSPECTION WILL COMMENCE WITHOUT AS-BUil T DRAWINGS. IN THE EVENT THE CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS-BUil T DRAWINGS, WITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THE SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSING THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR AT THE RATE OF $95.00 PER HOUR (PLUS ANY TRANSPORTATION COST) FOR THE INCONVENIENCE. NO FURTHER INSPECTIONS WILL BE SCHEDULED UNTIL THIS CHARGE HAS BEEN PAID. THE CITY WILL REQUIRE AS-BUILT DRAWINGS TO BE APPROVED PRIOR TO BACKFILLING MAINLINE TRENCH. 1.6 TESTING: GENERAL . 1 FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL TO MEET TESTING REQUIREMENT . 2 CORRECT ALL DEFECT AND RETEST UNTIL ACCEPTANCE BY OWNER AND CITY. 1.6.1 TESTS \ .1 MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE OF THE OWNER/DEVELOPMENT. AIR PRESSURE CHE;'CK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR HARDSCAPES, IF WATER WERE USED. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED. (INCLUDING AS•BUILTS) • 2 FURNISH NECESSARY FORCE PUMP AND ALL OTHER TEST EQUIPMENT. . 3 TEST All PRESSURE MAINLINES UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. FOR A PERIOD OF FOUR HOURS. . 4 ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES, QUICK COUPLERS, OR OTHER VALVE ASSEMBLIES. • 5 ALL PIPING UNDER PAVED AREAS SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. AND PROVED WATERTIGHT, PRIOR TO THE PAVING OPERATION. D4R.P.TJC>N Of" Tl>Sl"" :::O~ ~ FvUl2. l t\ HCWi<:5. 1.6.2 ADJUSTING SYSTEM . 1 THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION HEADS AND VALVES FOR OPTIMUM PERFORMANCE ANO TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, BUILDINGS, WALLS AND OTHER STRUCTURES AS MUCH AS POSSIBLE. . 2 IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE ALL SUCH CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HAVE ADJUSTMENT MADE, PRIOR TO PLANTING. • 3 ADJUST REMOTE CONTROL VALVES (BATTERY SYSTEMS) SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE .AT THE PRESSURE RECOMMENDED BY SPRINKLER MANUFACTURER. 1.6.3 COVERAGE TEST .1 WHEN THE IRRIGATION SYSTEM IS COMPLETED, PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT, LANDSCAPE COORDINATOR OR CITY INSPECTOR, TO DETERMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE OR INAPPROPRIATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVER IS PLANTED. 1.6.4 DIRECT BURIAL CONTROL WIRES .1 All WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESISTANCE TO '..ROUND SHALL BE FIFTY (50) MEGAOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. 1.6.5 FINAL ACCEPTANCE .1 WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLETED, INCLUDING TESTING ADJUSTMENTS, ADDITIONS OR DELETIONS, THE CONTRACTOR WILL NOTIFY THE OWNER FOR FINAL INSPECTION AND APPROVAL. FINAL ACCEPTANCE BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY. 1.6.6 MINOR ADJUSTMENTS A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER. 1. 7 1. 7.1 1. 7. 2 1.7.3. . 1 MINOR ADJUSTMENTS {LEVELING AND CLEANING SPRINKLER HEADS, VALVE BOXES, ETC. INCLUDING PROTECTION FROM VANDALISM) WILL BE MADE BY THE OWNER AFTER ACCEPTANCE OF THE SYSTEM AND DURING THE WARRANTY PERIOD. RECORD DRAWINGS: RECORD DRAWINGS .1 RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTH CONSTANT-PRESSURE AND INTERMITTENT-PRESSURE LINES ANO APPURTENANCES. , 2 ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT MAY BE AFFECTED BY THE REQUIREMENTS OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BEFORE IMPLEMENTING THE CHANGES IN THE CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION OF SERVICE. • 3 RECORD ACCURATELY ON ONE SET OF BLACK AND WHITE PRINTS OF THE IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE ANO NON-PRESSURE LINE. . 4 UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER All SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES ANO DIMENSIONS IN A LEGIBLE AND PROFESSIONAL MANNER. WHEN . THE DRAWINGS ARE APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE SEPIA MYLAR DRAWINGS SUPPLIED AT COST BY THE LANDSCAPE ARCHITECT . . 5 DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT). POST INFORMATION ON AS-BUILT DRAWINGS DAY TO DAY AS THE WORK IS INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE 1/4 INCH IS SIZE. . 6 UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES AND ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD DRAWINGS. SHOW DIMENSIONAL LOCATION AND DEPTH OF THE FOLLOWING; A. POINT OF CONNECTION 8. ROUTING OF IRRIGATION PRESSURE MAINLINES AND ALL SLEEVES (DIMENSION MAXIMUM 10 FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES.) C. GATE VALVES. D. IRRIGATION CONTROL VALVES E. QUICK COUPLER VALVES F, ROUTING OF CONTROL WIRES G. AUTOMATIC CONTROLLERS H. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE LANDSCAPE ARCHITECT) . 7 MAINTAIN AS-BUil T DRAWINGS ON THE SITE AT ALL TIMES. THESE DRAWINGS ARE SUBJECT TO INSPECTION AT ANYTIME • . 8 MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK {NO BALL- POINT PEN). USE ERADICATING FLUID WHEN REDOING DRAWINGS . CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND PROFESSIONAL MANNER. RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB·SITE DURING CONSTRUCTION. . 9 THE LANDSCAPE ARCHITECT SHALL PROVIDE A COMPLETE SET OF "AS-BUILT" MYLARS TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION. ONA WILL BE REQUIRED TO TRANSFER ALL AS- BUILT INFORMATION TO MYLARS. AS-BUILTS SHALL BE ON CITY ORIGINAL MYLARS. . CONTROLLER CHART .1 AS-BUil T DRAWINGS SHALL BE APPROVED BY TH£ LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE CHARTS ARE PREPARED. , -' . 2 PROVIDE ONE CONTROLLER CHART OF THE MAXIMUM SIZE CONTROLLER DOOR Will ALLOW, FOR EACH CONTROLLER SUPPLIED, SHOWING THE AREA COVERED BY THAT AUTOMATIC CONTROLLER AND A CORRESPONDING LEGEND OF THE EQUIPMENT INSTALLED. , 3 THE CHART SHALL BE A REDUCTION OF THE ACTUAL AS-BUil T SYSTEM DRAWING. IF THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING IS REDUCED, ENLARGE IT TO A SIZE THAT WILL BE READABLE WHEN REDUCED. • 4 CHART SHALL BE BLACKLINE PRINT AND A DIFFERENT PASTEL TRANSPARENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION . . 5 WHEN COMPLETED AND APPROVED, HERMETICALLY SEAL THE CHART BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS THICK. . . 6 CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM . OPERATION ANQ MAINTENANCE MANUALS .1 PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND PROPERLY PREPARED IN FOUR (4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN All EQUIPMENT. INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL SHALL INCLUDE THE FOLLOWING: B. DURATION OF GUARANTEE PERIOD C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVE. D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. • 2 IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE TO THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE CONCLUSION OF THE WORK THAT HIS SERVICE HAS BEEN RENDERED. 1. 7. 4 CHECK LIST ,,. 1 .8 1 . 8 .1 1. 8. 2 1.8. 3 1 .8 .4 1.8.5 1 .8.6 1.8.7 1. 8. 8 1. 8. 9 • 1 COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THE PROJECT, USING THE FORMAT SHOWN: A. PLUMBING PERMITS (IF NONE REQUIRED, SO NOTE) B. MATERIALS APPROVAL C. PRESSURE MAINLINE TEST (BY WHOM AND DATE) 0. AS-BUILT DRAWINGS COMPLETED (RECEIVED BY. ANO DATE) E. CONTROLLER CHART COMPLETED (RECEIVED BY AND DATE) F. MATERIALS FURNISHED (RECEIVED BY AND DATE) G. OPERATION AND MAINTENANCE MANUALS FURNISHED (RECEIVED BY AND DATE) H. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY AND DATE) I. MANUFACTURER WARRANTEES (RECEIVED BY AND DATE) J. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND DATE) . 2 FORWARD SIGNED ANO DATED CHECKLIST TO LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT . GENERAL REQUIREMENTS: CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL AGENCIES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE AGENCY. EXTREME CARE SHALL IJE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER ANO PIPE LINES 'ARE DIAGRAMMATIC ANO INDICATE THE SPACING AND RELATIVE LOCATIONS OF All INSTALLATIONS. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER, ANO FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. PERMISSION TO SHUT OFF ANY EXISTING IN•USE WATER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER/DEVELOPMENT. THE-CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER/DEVELOPMENT, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF . 1.8.1 0 CONTRACTOR SHALL ACQUAINT HIMSELF WITH All Sl:rE CONDITIONS. 1.8.11 MAINTENANCE. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF 7 DAYS PRIO-R TO ANY PLANTING. 1.8.12 THE WORK SHALL BE ACCEPTED IN WRITING WHEN THE ENTIRE SCOPE OF WORK HAS BEEN COMPLETED SATISFACTION TO THE OWNER JUDGING THE WORK. NO ·ALLOWANCE FOR DEVIATION FROM THE ORIGINAL PLANS AND SPECIFICATIONS WILL BE MADE UNLESS PREVIOUSLY APPROVED BY THE OWNER. • WHEN ANY ITEM APPEARS ON THE PLAN AND NOT IN THE SPECIFICATIONS, OR IN THE SPECIFICATION S AND NOT ON THE PLANS, IT SHALL BE CONSIDERED IN BOTH. WHEN CONFLICTS ARISE, THE HIGHEST STANDARDS WILL PREVAIL. THE OWNER OR HIS AUTHORIZED REPRESENTATIVE SHALL HAVE THE FINAL AUTHORITY ALL ITEMS OF THE PROJECT. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF'PLANTING AREAS. "AS BUil T" RCE ___ EXP. ___ _ REVIE't.lED BY: INSPECTOR DATE DATE ~-+----+-----------+---+--+------t---1 CTr] CITY OF CARLSBAD SHEET'S I 1-----+--+------------------t---t---t------t-----, ;c... PLANNING DEPARTMENT ,.Z.~ J 1----+---+-----------------+----t---t----;---. ~==....'.::===============:::'...'.-:::... ----, • IRRIGATION SPECIFICATIONS FOR: RANCHO CARRILLO VILLAGE 'Q' -PHASE l 1----+---+-----------------+----t---t----;---. ,·APPROVED -:::L»,,R , ·2Z-fj I..1ndscape A,chi~cture • Pla,ming La Joll,1 Ccnlre II 9255 Town<' Centre Drive, Suilc 340 DA'TE INITIAL San Diego, CA 92121-3002 01Qt1EER OF - 619 550-1575 • Fax 550 1580 REVISION DESCRIPTION A-s-s~i-sT_A_N __ T_P_LA_~µ ~ DIRECTOR DATE OWN BY: ---DAlE INITIAL DAlE INITIAL CHKD BY: __ _ OlllER APPROVAL CITY APPROVAL RVVwtl BY: PROJECT NO. CT 93-04 I ORA Yl1NC NO. . 350-6L CMWD 93-502 'I ------<-- F • 1 .8.13 SERVICE BY THE CONTRACTOR; THE CONTRACTOR SHALL SERVICE THE SYSTEM AT THE OWNER'S REQUEST DURING THE GUARANTEE PERIOD AND SHALL BE PAID FOR WORK PERFORMED WHICH IS NOT COVERED BY THE GUARANTEE. IF REQUESTED BY THE OWNER, THE CONTRACTOR SHALL FURNISH THE OWNER WITH A SCHEDULE OF SERVICE FEE FOR ADDITIONAL WORK REQUESTED OUTSIDE OF THE GUARANTEE, THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A PROFESSIONAL WATER MANAGEMENT COMPANY APPROVED BY THE IRRIGATION DESIGNER TO PROVIDE SUPPORT SERVICES FOR THE FOLLOWING IRRIGATION EQUIPMENT: EXCESS FLOW SENSING AUTO-RA-IN SHUT OFF AND CALIBRATING SENSORS FOR EXCESS FLOW. INSPECT AND TEST CONTROLLERS AND GROUND FAULT. PROVIDE TECHNICAL SUPPORT ON THE JOB SITE AS REQUESTED BY CONTRACTOR FOR CONTROLLERS, EXCESS FLOW SENSING AND AUTO• RAIN SHUT OFF S.ENSING SYSTEMS, TRAINING IN OPERATION Of ALL EQUIPMENT, FIVE YEAR LIMITED FIELD SERVICE WARRANTY FOR CONTROLLERS AGAINST ORIGINAL DEFECTS IN MATERIALS AND WORKMANSHIP. WARRANTY SHALL BE PROVIDED IN WRITING. AVAILABLE THROUGH HYDROSCAPE PRODUCTS • STEVE MCCLEAN (619) 560-1600, PART 2 • PRODUCTS 2. 1 MATl;RIALS: ALL MATERIALS AND EQUIPMENT USED IN SPRINKLER IRRIGATION WORK SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED. 2.1 .1 PIPING: PIPE: SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED, , 1 POLYVINYL CHLORIDE PIPE/" COLORED CODED PURPLE"l FOR NON• POTABLE WATER: (1) PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL THREE (3) INCH AND SMALLER SHALL BE PURPLE COLORED PVC MEETING ASTM-1784, TYPE I, GRADE PVC-1120, CELL CLASS 12548. PIPE, ASTM 2241 FOR SOR CLASS PIPE, ASTM 2672 FOR "ALERTLINE" OR EQUAL. PRESSURE MAINLINE: 1•1/2" AND SMALLER PIPE ·SCHEDULE 40 PVC 2" AND LARGER PIPE • CLASS 315 PVC, SDR-15.S NON-PRESSURE LATERAL: ALL NON-PRESSURE PIPE -CLASS 200 PVC PIPE TYPE I GRADE I pvc PIPE: OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME AS IRON PIPE. PIPE SHALL BE MARKED ON TWO SIDES OF THE PIPE AT 24'" INTERVALS WITH "CAUTION RECLAIMED WATER." SCHl"DULE 40 PIPE SHALL NOT BE THREADED. SOLVENT SHALL BE AS SUPPLIED BY PIPE MANUFACTURE:R. PIPE SHALL BE PURPLE IN COLOR. . 2 BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. 2.1.2 FITTINGS AND CONNECTIONS: .1 POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDER THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE ANO SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2465. . 2 BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS, 2.1.3 RISERS: . 1 ALL SPRINKLER HEADS SHALL HAVE RISERS AND SWING JOINTS AS SHOWN IN THE DETAIL DRAWINGS. ALL RISERS AND SWING JOINTS SHALL USE MARLEX FITTINGS AND SCHEDULE 80 PVC RISERS OR NIPPLES. 2, 1.4 FITTINGS· , 1 FITTINGS, IN GENERAL, FOR ALL INSTALLA'l"IONS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT PRICE ANO SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL OF REQUIRED FITTINGS TO COMPLETE THE CONTRACT. . 2 ALL FITTINGS FOR PIPE THREE (3) INCHES AND SMALLER SHALL BE SCHEDULE 40 . 3 ALL TEES FOR THE INSTALLATION OF SWING JOINTS WILL BE INSTALLED WITH DURA, LASCO TEE OR EQUAL. 2.1.5 AUTOMATIC CONTROL WIRE· • 1 ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14 SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/64 INCH INSULATION, 4164 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH CONTROLLER, COMMON WIRE SHALL BE WHITE N0.12 SOLID, SINGLE CONDUCTOR WIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL ) OR EQUAL . 2.1.6 MONITORING DEVICES .1 ALL MONITORING DEVICES SUCH AS FLOW AND PRESSURE MEASUREMENTS, SHALL BE AS SHOWN ON DRAWINGS. 2.1.7 120 VOLT WIRE TO CONTROLLER 2.1.8 .1 120 VOLT WIRE SHALL WIRE SHALL BE PER LOCAL CODE AS TYPE, SIZE AND QUALITY. INSTALL U.L. APPROVED CONDUIT A MINIMUM OF 24" BELOW GRADE FROM THE POWER METER TO CONTROL UNITS OR OTHER ,REQUIRED SERVICES. ALL SPLICES TO BE IN APPROVED PULL BOXES. ALL WIRES TO BE TWIN COPPER OR OTHER DESIGNATION AS REQUIRED BY CODE. AUTOMATIC CONTROLLER: , 1 AUTOMATIC CONTROLLER: FULLY AUTOMATIC IN OPERATION AND CAPABLE OF OPERATING THE NUMBER OF STATIONS OF REMOTE CONTROL VALVES AS NOTED. . 2 CONTROLLER ENCLOSURE ASSEMBLY; PEDESTAL MOUNTED AS NOTED, WITH A SEPARATE STAINLESS STEEL ENCLOSURE, TERMINAL STRIP, ON/OFF DISCONNECT SWITCH WI 110VOLT GROUNDED OUTLET. . A ",!ESA 8LUl!Pl'IINT RAINGUARD AUTO-RAIN SHUT-OFF DEVICE AND LOCKING, HINGED COVER. AVAILABLE FROM HYDROSCAPE PRODUCTS INC. 5805 KEARNY VILLA RD. SAN DIEGO, CALIFORNIA (619)560·1600 , 3 AUTOMATIC CONTROLLERS SHALL BE OF THE TYPE ANO MANUFACTURERS SHOWN ON THE DRAWINGS OR APPROVED EQUAL AND INSTALLED PER MANUFACTURES RECOMMENDATIONS AND DETAIL DRAWINGS .4 ALL CONTROLLERS SHALL BE GROUNDED BY COPPER CLAD GROUNDING ROD AND GENERAL ELECTRIC LIGHTNING ARRESTOR # 9L 15DCB002 (50 OHMS RESISTANCE REQUIRED) 2. 1.9 REMOTE CONTROL VALVES, ELECTRICAL .1 THE ELECTRIC REMOTE CONTROL VALVES(PRESSURE REGULATING) SHALL BE OF THE STYLE AND MANUFACTURES SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILED DRAWINGS AND MANUFACTURER'S RECOMMENDATION. • 2 VALVES SHALL BE INSTALLED A MINIMUM OF 6"" FROM ALL FIXED OBJECTS AND 12·; APART FROM EACH OTHER. 2.1 .10 MASTER VALVE , 1 SHALL BE OF THE STYLE AND MANUFACTURES SHOWN ON THE DRAWINGS, OR APPROVED EOUAL, AND INSTALLED PER DETAILS DRAWINGS AND MANUFACTURER'S RECOMMENDATIONS, 2. 1 .11 VALVE BOX; .1 ALL VALVES INCLUDING PRESSURE REGULATING VALVES, MASTER VALVES, REMOTE CONTROL VALVES, GATE VALVES, AND QUICK COUPLER VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS. ALL SHALL BE MARKED "PRV","MV","RCV","GV", OR "DF" RESPECTIVELY WITH STATION NUMBERS FOR CONTROL VALVES EMBOSSED ON THE VALVE COVER. ALL SHALL STATE "RECLAIMED WATER" IN ENGLISH ANO SPANISH. (RCV BOXES SHALL HAVE LOCKING COVERS) OTHER BOXES SUCH AS PULL BOXES, ETC. SHALL BE MARKED ACCORDINGLY. VALVE BOXES SHALL BE PURPLE IN COLOR. 2. 1.12 SPRINKLER HEAD; .1 SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED EQUAL. ALL SPRINKLER HEADS ARE TO HAVE FACTORY BUILT IN CHECK VALVES OR A CHECK VALVE UNDER EACH HEAD. SPRINKLER HEADS SHALL HAVE A FACTORY COLORED "PURPLE RECLAIMED WATER" DESIGNATION AS A PART OF THE SPRINKLER OR IF NOT AVAILABLE BE PAINTED PURPLE AS DIRECTED BY THE CITY OF CARLSBAD. 2, 1. 13 QUICK COUPLER VALVES (NON-POTABLE)· . 1 QUICK COUPLING VALVES SHALL BE OF THE MANUFACTURER SHOWN ON THE DRAWINGS. EACH QUICK COUPLER SHALL HAVE A MOLDED VINYL LOCKING COVER WITH ACME THREADS FOR RECLAIMED WATER SERVICE. . 2 UPON COMPLETION OF THE CONTRACT AND PRIOR TO FINAL ACCEPTANCE, SUPPLY THE OWNER WITH QUICK COUPLER KEYS AND HOSE ELLS OF THE QUANTITY CALLED FOR IN IRRIGATION SECTION 2.1.22. THE KEYS AND HOSES ELLS SHALL BE OF THE SAME MANUFACTURER AS THE COUPLING VALVE. • . 3 SHALL BE 1" SIZE AS MANUFACTURED BY NELSON SPRINKLERS CO. 2.1.14 BALL VALVES; .1 BALL VALVE TWO (2") INCH SIZE AND SMALLER SHALL MEET ASTM STANDARDS WITH SEALS WHICH ARE SELF ADJUSTING TO COMPENSATE WEAR. BALL VALVES SHALL HAVE MOLDED MICRO• FINISH BALL WITH LOW TORQUE REQUIREMENTS TO OPERATE UNIT MANUALLY. BALL VALVE SHALL HAVE A PATENTED FEATURE "PRE• LOADED" STEM SEAL AND IMPACT RESISTANT HANDLES. . 2 BALL VALVES (2•112) INCH SIZE TO (4} INCH SIZE SHALL HAVE DOUBLE UNION WITH ONE END BLOCKED WHICH PREVENTS BALL FROM BEING BLOWN OUT UNDER PRESSURE. BALL SEATS ARE TEFLON TO INSURE EASE OF OPERATION. END CONNECTOR CARRIER AND STEM "O" RING ARE EPDM OR VITON. 2.1.15 MANUAL CONTROL VALVE: .1 MANUAL CONTROL VALVE 3/4"' AND 1" SIZE SHALL BE MADE OF HEAVY-DUTY BRASS WITH A WHEEL HANDLE AND RATED TO 150 PSI. 2.1.16 ATMOSPHERIC VACUUM BREAKER: .1 ATMOSPHERIC VACUUM BREAKER 3/4" AND 1" SIZE SHALL BE MADE OF HEAVY-DUTY BRASS CONSTRUCTION PREVENTING BACKFLOW OF WATER INTO FRESH WATER LINES. OPERATING PRESSURE OF 15 TO 150 PSI AND SHALL BE MANUFACTURED BY THE SAME MANUAL CONTROL VALVE LISTED ABOVE. 2.1.17 BACKFLOW PREVENTER; UNIT SHALL BE AS SHOWN ON PLANS OR EQUAL, AS APPROVED BY ARCHITECT AND. CARLSBAD MUNICIPAL WATER DISTRICT. 2 .1 .18 CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. 2. i. 1 9 BACKFILL SHALL BE CLEAN FILL SOIL WITH NO ROCKS OR CLOD 1/2" OR LARGER. 2.1.20 WARNING TAPE : .1 SHALL BE PLASTIC TAPE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS, "CAUTION: RECLAIMED WATER LINE BELOW" . THE OVERALL WIDTH SHALL BE 3 INCHES. . 2 WARNING (CAUTION) TAPE SHALL BE MANUFACTURED BY THOR ENTERPRISE, INC., P.O. BOX 450 SUN PRAIRIE, WISCONSIN, 53590, (PHONE; (608) 837·7197) 2.1.21 WARNING LABELS & SIGNS ; SHALL BE APPROVED BY THE DISTRICT ENGINEER TO BE INSTALLED ON DESIGNATED FACILITIES. FACILITIES SUCH AS CONTROLLER ENCLOSURE AS DESIGNATED BY THE DISTRICT ENGINEER OR INSPECTOR. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS, 2, 1. 2 2 WARNING TAGS· ALL RECLAIMED WATER SPRINKLER CONTROLS VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS . 2.1.23 CONTRACTOR SHALL PROVIDE TO THE OWNER; . 1 THREE (3) CONTROL VALVE KEYS. . 2 FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD, . 3 TWO (2) 48" TEE WRENCHES FOR OPERATING BALL VALVES. . 4 FIVE (5 EA.) QUICK COUPLER KEYS AND FIVE (5 EA.) HOSE BIB ASSEMBLIES (POTABLE & NON-POTABLE), . 5 FIVE (5) KEYS FOR OPENING AND LOCKING EACH AUTOMATIC CONTROLLER. ,- 2, 1, 24 PRESSURE REGULATOR AND WYE STRAINER SHALL BE OF BRONZE BODY WITH SCREW FITTINGS. SEE DETAILS AND DRAWINGS. PART 3 -EXECUTION 3 .1 GENERAL REQUIREMENTS: 3.1.1 LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE ¼'ATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS. 3.1.2 INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 3.1.3 LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. 3.1.4 REFER TO THE CITY OF CARLSBAD STANDARDS FOR RECLAIMED PIPE INSTALLATION, ALL CITY OF CARLSBAD STANDARDS TAKE PRECEDENCE OVER PLANS AND SPECIFICATIONS FOR THE PROJECT UNLESS NOTED AND APPROVED. 3.2 INSTALLATION OF IRRIGATION SYSTEM: 3.2.1 EXCAVATION AND BACKFILLING OF TRENCHES: . 1 EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS,_ TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THt: PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. .2 DEPTH OF TRENCH: POLYVINYL CHLORIDE PRESSURE LINE (LESS PRESSURE; MAINLINES ( 3" ANO UP TO 6"") POLYVINYL CHLORIDE NON-PRESSURE LINE CONTROL WIRE . 3 TRENCHING THROUGH AREAS WHERE TOPSOIL THAN HAS 3") 18" MINIMUM 24" MINIMUM 12" MINIMUM 24" MINIMUM BEEN SPREAD· (1) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE. . 4 SUBSOIL SHALL BE FREE OF ALL ROCKS AND CLODS 1/2 INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL, . 5 REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS . .6 BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERlAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. . 7 BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLOOS 1/2" AND LARGER. . 8 CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALE. CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPICAL. 3.2.2 UNDER EXISTING AND /OR PROPOSED PAVEMENT .1 TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHALTIC CONCRETE OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH CLEAN FILL SOIL, IN A SLEEVE AND COMPACTED IN LAYERS TO 95% COMPACTION, USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING WHICH ARE NOT UNDER PAVING SHALL BE COMPACTED TO EQUAL COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT FLUSH WITH THE ADJOINING GRADE. THE IRF;JJGATION CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO PAVING WORK. . 2 PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED B,Y JACKING, BORING, OR HYDRAULIC DRIVING. HOWEVER, NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALT PAVING. ,, . 3 PROVIDE FOR A MINIMUM COVER OF 18 INCHES BETWEEN THE TOP OF THE PIPE AND THE BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSURE AND NON PRESSURE RlPING INSTALLED UNDER ASPHALTIC CONCRETE PAVING. , 4 SECURE PERMISSION FROM THE OWNER/DEVELOPMENT BEFORE CUTTING OR BREAKING EXISTING PAVEMENT. ALL NECESSARY REPAIRS ANO REPLACEMENTS SHALL BE APPROVED BY OWNER/DEVELOPMENT, AND SHALL BE AT NO ADDITIONAL COST TO OWN E RID EVE LO PM E'NT. 3.2.3 INSTALLATION OF POLYVINYL CHLORIDE PIPE: . 1 BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. .~ THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY . .p()INT, • 3 ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT ANO RE"JOINED WITH A COUPLING. . 4 TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS. , 5 PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOLVENT IS APPLIED, WELDED JOINTS SHALL BE GIVEN A MINIMUl.1 OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING ANO GLUING TOGETHER. . 6 PIPE SHALL BE SllAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPA"lSION AND CONTRACTION. . 7 CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. . 8 NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. . 9 PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH . .10 PLASTIC TO PLASTIC JOINTS: SOLVENT•WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY, .11 SOLVENT•WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATION. .12 ALL PRESSURE PIPE 3" OR LARGER SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT; AT GATE VALVES, TEES. ELBOWS CROSSES AND ENDS OF PIPE RUNS; OR WHEREVER THE C+TY ENGINEER DEEMS ONE' TO BE NECESSARY. THRUST BLOCKS SHALL BE INSTALLED AS PER DETAIL. 3.2.4 INSJALLAIION OF BRASS PIPE: . 1 -2 CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO SMOOTH AN UNOBSTRUCTED FLOW IS OBTAINED. CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES •. CAULKING IS NOT PERMITTED. 3.2.s REMOTE CONTROL WIRING: . 1 DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE. . 2 PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4-FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. . 3 INSTALL CONTROL WIRES AT LEAST 24" BELOW FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AS TERMINAL POINTS. . 4 INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. , 5 CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: (1) STRIP OFF MINIMUM OF 2-1/2 INCHES OF INSULATION FROM EACH WIRE. (2) CONNECTING AND SPLICING OF WIRE AT THE VALVES SHALL BE MADE USING DURA SEAL CRIMP SPLICES AS MANUFACTURED BY RAYCHEM CORPORATION. CONTRACTOR SHALL REFER TO RAYCHEM INSTALLATION PROCEDURES USING ULTRATORCH 3 HEATING TOOL. NO OTHER SPLICES WILL BE ALLOWED. 3.2.6 AUTOMATIC CONTROLLER: .1 AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AHO DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES. . 2 CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN THE PEDESTAL OF THE CONTROLLER. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN IN SO FAR AS POSSIBLE. • I I I I I . , I I I ' I APPROVED FOR PLANTING AND IRRIGATION ONLY, "AS BU I LT" INCLUDING PRECISE RcE __ _ LOCATION OF'PLANTING AREAS. REVIEWED BY: INSPECTOR EXP. ___ _ -----+--·" I DATE DATE ' l-1---==j===!=====================!===:!::===!===t==! ;._/ =,...==--I =C=I=T=Y==O=F:::::::::::::C=A=R=l.S=B=A=D~~=--si~s . .; 1 ':.,.t PLANNING DEPAf1TMENT L ¼·-::, • J . IRRIGATION SPECIFICATIONS FOR; \ Landscape Architecture • l'lanning La Jolla Centre II 9255 Towne Ccnlrc Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • F,1x 550-1580 t>A lE INITIAL ENGINEER Of' WORK REVISION DESCRIPTION .. ' DAlE INITIAL OAlE INITIAL OlHER APPROVAL CTY APPROVAL APPROVED ASSISTANT PLA' OWN BY: CHKO BY: RVWO BY: RANCHO CARRILLO VILLAGE 'Q' -PHASE l ~ :_y ~~2~,;z, DIRECTOR DATE I PROJECT NO. I DRAWING NO. CT 93-04 350-6L CMWD 93-502 • F • 3 ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. A CERTIFIED ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING TO THE SUB•PANELS, CLOCKS, OR ELSEWHERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION, A DISCONNECT SWITCH SHALL BE INCLUDED. .4 CONTROLLER SHALL BE INSTALLED WITH VANDAL-RESISTANT ENCLOSURES AS CALLED FOR ON THE DRAWINGS (STAINLESS STEEL) AS PROVIDED BY THE MANUFACTURER ON ADEQUATE CONCRETE FOUNDATION. 3.2.7 VALVES· .1 ALL VALVES SHALL BE INSTALLED AS SHOWN IN THE DETAILS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED BY THE CITY OF CARLSBAD FOR IDENTIFICATION, PER RECLAIMED WATER STANDARDS, IF USED. • 2 ALL AUTOMATIC VALVES SHALL BE SIZED AS SHOWN ON PLANS. GATE VALVES SHALL BE LINE SIZE. , 3 INSTALL EACH CONTROL VALVE IN A SEPARATE VALVE BOX WITH A MINIMUM OF 12" SEPARATION BETWEEN VALVES AND 6" FROM ANY FIXED OBJECT OR STRUCTURE. 3.2.9 VALVE BOX: .1 INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. VALVE BOXES INSTALLED NEAR WALKS SHALL ABUT FROM THOSE ITEMS AND THE TOP SURFACES SHALL BE FLUSH WITH ITEMS LISTED ABOVE. • 2 ALL BOXES ARE TO BE MARKED AS TO THE TYPE OF VALVE, CONTROL STATION NUMBER IF APPLICABLE AND IDENTIFIED AS REQUIRED, PER RECLAIMED STANDARDS, 3.2.9 SPRINKLER HEADS: . 1 All SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. . 2 NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO, 3.2.10 QUICK COUPLER ASSEMBLY; • 1 INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. 3.2.11 BALL VALVES: • 1 INSTALL WHERE SHOWN AS DETAILED. 3.2.12 WARNING TAPE: WARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY ANO SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE ANO SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ASOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE. 3.1 .13 WARNING LABELS & SIGN: INSTALL WHERE SHOWN AS DETAILED 3.1.14 WARNING JAGS· INSTALL WHERE SHOWN AS DETAILED 3 .2. 15 BACKFLOW PREVENTER; . 1 BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATED ANO AS OIRECTEO ON DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODE AND OROINANCE REQUIREMENTS. • 2 EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE ARCHITECT. 3.2.16 PRESSURE REGULATOR;• ADJUSTED REGULATOR PER PLANS 3, 3 CLEAN-UP: LA MESA BLUEPRINT AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER ANO REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS. END OF SECTION • \ ' \ • la1\dsca1,e Architecture • Planning La Jolla Ccnlre II 9255 Town~ Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • fax 550-1580 ' IRRIGATION NOTES WATER SOURCE STATIC PRESSURES AT RECLAIMED WATER CONNECTIONS ARE CALCULATED WITH A FUTURE PERMANENT 660 FT. HYDRAULIC GRADIENT, HOWEVER, THE RECLAIMED DELIVERY LINES WILL CONNECTED TO A POTABLE SOURCE WITH HYDRAULIC GRADIENT OF 660 FT. AS CALCULATED, PRESENT AND FUTURE STATIC PRESSURES WILL RANGE FROM 87 PSI TO 197 PSI. THIS WATER PRESSURE INFORMATION WAS OBTAINED FROM THE CARLSBAD MUNICIPAL WATER DISTRICT 1996. CALCULATED PRESSURE FOR EACH POINT OF CONNECTIONS ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY WATER PRESSURE BY DIRECT MEASUREMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT AS STATED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE OWNERS' REPRESENTATIVE BEFORE BEGINNING INSTALLATION . 1. IRRIGATION SYSTEM IS DIAGRAMMATIC ANO SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. IF CHANGES ARE NOTED IN THE FIELD THE CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF IRRIGATION EQUIPMENT. CHANGES MADE IN THE FIELD MUST HAVE WRITTEN APPROVAL FROM THE OWNER FOR ADDITIONAL CHARGES TO THE JOB. 2. CONTRACTOR SHALL INSTALL THE FOLLOWING UNLESS OTHERWISE NOTED ON THE PLANS: A. ALL LATERAL END RUNS ARE TO BE 314" B. ALL LATERAL (NON-PRESSURE LINES CONNECTED DIRECTLY DOWNSTREAM OF THE REMOTE CONTROL VALVE) SHALL BE ONE SIZE LARGER THAN THE REMOTE CONTROL VALVE. · C. MAINLINEENDRUNSARETO 1''0 1~1/2.'' . 2. CONTRACTOR SHALL INSTALL 6" POP-UP HEADS ALONG FUTURE WALKS AND CURSS TYPICALLY. NO SHRUB HEADS ON RISER WILL BE ACCEPTED ADJACENT TO FUTURE WALKS AND CURBS -SEE PLAN _ POP-UP HEADS SHALL BE USED WITHIN 10' OF ANY PEDESTRIAN USE . 3 4 CONTRACTOR SHALL VERIFY LOCATION OF WATER AND ELECTRICAL POINT OF CONNECTION WITH OWNER. CONTRACTOR SHALL PULL NECESSARY PERMIT FOR WATER , ELECTRICAL, AND TELEPHONE • VERIFY WITH OWNER . SYSTEMS ON THIS PROJECT ARE CONTROLLED BY COMPUTER IRRIGATION CONTROLLERS CAPABLE OF TELEPHONE COMMUNICATION, FLOW SENSING AND SOME HYDRAULIC OR ELECTRICAL DIAGNOSTICS. CONTROLLER LOCATION ARE SHOWN DIAGRAMITICALLY. FINAL LOCATION TO BEE APPROVED BY THE OWNERS REPRESENTATIVE . AL PIPE AND WIRE RUNS INSTALLED UNDER STREET PAVING SHALL BE SLEEVED. SLEEVES SHALL BE SCH .. 80 PVC. ALL SLEEVES SHALL BE TWO TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE BE SLEEVED (2" MINIMUM) OR SIZED NOTED ON DRAWINGS . CONTRACTOR SHALL COORDINATE LAYING OF PIPE, SLEEVES, AND WIRES TO ENSURE THAT HE HAS ADEQUATE MEANS OF CONNECTION -SEE PLAN. ii. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, ANO STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITIES. FOR COST INCURRED DUE 'l'O DAMAGE AND REPLACEMENT OF SAID UTILITIES. 6. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLERS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAY ANO /OR BUILDING AS MUCH AS POSSIBLE. 7. CONTRACTOR SHALL INSTALL "RAINGUARD" AUTOMATIC SHUTOFF FOR IRRIGATION CONTROLLER; MANUFACTURED BY WATER CONSERVATION SYSTEMS INC. INSTALL PER MANUFACTURERS RECOMMENDATION. 8. INSTALLATION OF BACKFLOW PREVENTER (REDUCED PRESSURE BACKFLOW PREVENTER) SHALL BE PER STANDARD DWG. NO. DETAIL W2l) DATED AUGUST 1993, C.M.W.D. SEE PLAN. IF THE BACKFl:OW ASSEMBLY IS TO BE INSTALLED ON A SLOPE WITl;J A HORIZONTAL TO VERTICAL RATIO OR 4:1 OR GREATER, A TWO FOOT (2') HIGH RETAINING WALL MUST BE BUILT SURROUNDING THE ASSEMBLY ON THREE SIDES WITH THE OPENING ON THE DOWN SIDE OF THE SLOPE THERE MUST BE A MINIMUM TWO FOOT (2") HORIZONTAL CLEARANCE BETWEEN THE RETAINING WALL AND THE BACKFLOW ASSEMBLY. ASSEMBLY MUST BE LOCATED IN AN AREA NOT SUBJECT TO FLOODING. ONLY REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES WHICH HAVE BEEN APPROVED BY THE STATE OF CALIFORNIA DEPARTMENT QF HEAL TH SERVICES AND CARLSBERG MUNICIPAL WATER DISTRICT WILL BE USED ON THE WATER DISTRICT SERVICE WITHIN THE SERVICE AREAS OF THE CARLSBAD WATER DISTRICT MUNICIPAL WATER DISTRICT. 9. IN. CASE OF WIRE FAILURE THE CONTRACTOR SHALL INSTALL TWO SPARE CONTROL WIRES FROM THE CONTROLLER TO THE FARTHEST VALVE ON EACH LEG OF THE MAINLINE. THESE WIRES SHALL PASS THROUGH ALL VALVE BOXES ALONG THE MAINLINE ROUTE. THESE WIRES SHALL BE A DIFFERENT COLOR FROM THE OTHER CONTROL WIRES ANO BE LABELED AS SPARE AT CONTROLLER CABINET, IN THE VALVE BOX OF THE FARTHEST VALVE AND OTHER VALVE BOX. 10. USE OF RECLAIMED WATER REQUIRES THAT ALL PIPE, SLEEVES, SPRINKLER HEADS, REMOTE CONTROL VALVES, QUICK COUPLER VALVES AND.VALVE BOXES BE IDENTIFIED AS CONTAINING RECLAIMED WATER ALL INSTALLATIONS SHALL BE ACCORDING TO CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCl,lON OF RECLAIMED WATER MAINS, OCTOBER 1993. LOCAL CODES AND STANDARDS. ALL _PIPE FOR THE INSTALLATION OF SYSTEMS USING RECLAIMED WATER SHALL BE COLORED CODED PURPLE. _APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF*PLANTING AREAS. "AS BUil T" RCE ___ EXP. ___ _ REVIE~D BY: INSPECTOR .l DATE DATE . ~ CITY OF CARLSBAD ~ t----+---t------------_-----+---+----lh,-·, --t---t ~~==4-=~===P=LA=NN=•=ING=D=E=P=A=R:::TM=E=N=T===~L=--... _~__:: ?_=IJ . IRRIGATION SPECIFICATIONS & NOTES FOR: DA'IE INITIAL 0A1E INlllAL DAlE INITIAL OIGIL~ OF -REVISION DESCRIPTION 011£R ll'f'f«riAL cnY -OVAL . ' (' RANCHO CARRILLO VILLAGE 'Q' -PHASE l APPROVED '-7~..fl ~ ---= _____ __L,g-~~~---~U?J ASSISTANT PLANNING DIRECTOR DATE OWN BY: __ _ CHKD BY: __ _ RVWD BY: f>RO..E:CT NO. CT 93-04 I DRAWING NO _ 350-6L . CMWD 93-502 11 . PRESSURE/CALC. POT. . PS PRESSJCALC . DATE: 1 2/6/96 PREPARED BY: DATE: 12/6/96 PREPARED BY: ·-··-····· .... ,. ·-... . ',., ....... --------·-·· -·••= JOB NUMBER: 96-023 MARVIN H. TANIGUCHI JOB NUMBER: 96-023 MARVIN H. TANIGUCHI -----------------------. ------- JOij TITLE: RANCHO CARRILLO VILLAGE "Q" Phase 1 JOB TITLE: RANCHO CARRILLO VIULAGE 'Q' PHASE 1 HGL: 700 ----------------------- HYJ?!1AULIC CALCULATION HGL OR PRESSURE: t@~rn~i@f=:K'$1M!WWW HYDRAULIC CALCULATION PRESSURE: .,, •il, 85' , .. Ml=TER NCl._ '"liL.OTI72\WU SYSTEM: I:"''~••·•,·•:)~':•·,·,,,.,.;,,,, H,. •• ?HHtj,::3\·ay<,:;:-)': --,- )~,,ij,·U\'!;\ A:11MEI;\'\ GPM: METER NO. 24 SYSTEM: pg GPM: 44.2 !-!!!-!.,{,1-!!'!-!< ' ' ' '! ,! ·:,.,. I .. · .. ·. · .. ·· .. ·· .. ··.·.·.· ..... ·· .. · .. ·. .. . . . . ... I ' .,. I 'ST,\}~o'Aij[):SYStEM' LOSS'(:•g1-,:\::,},:.,.,,:.;.,g;.i'if'·'''·,.,ti,:,,1,~,,,,,,1,1:1:1,)•i:1~,v;pi:1,1,wi,iw1nt!'i'i'i'i•'·•·:u·'si2E•i;1•1;Q~<''·\'"'•'1-1·=•w.#S'·',·''"O§lC'';": I • ST,),NDARD SYSTEM LOSSES ; .: .,•, ·... . . :·,' .. . · f\t#l\dHNH\W(WhM~)fotHH\:!'\:/ii'\i:i;'i'\'ii;l)tL ... ___ J,,,:/ili•:1::,:i\iii::r; •':• J.L · . ,. Yin . SIZE PSI LOSS WATER METER: 3/4" 2.60 I WATER METER: 1 -1 /2" 4.00 BACKFLOW PREVENTER(ATMOSPHERIC)i ··-___ _l_Re%'cif;ci~~~~~! 1 .. 1.20 l• 1 /2" 8.20 . -------·-···-·---·· ''' MANUAL CONTROL VALVE: ' ... ---. ----·-··' --·-·- 1 1 .1 0 1 • 1 /2" 3.30 ------·-- IRRIGATION SPRINKLER HEAD (OPERA TING PRESSURE]: -~·· ' 30.00 •• ----~Fll§<l!l(?N,.~P~IIIJKL.§R.t:J~ (OPERATING PRESSURE): 30.00 ~ASTER VALVE: MASTER VALVE: 2" 1 .00 PRESSURE REGULATOR 1 • 3.00 PRESSURE REGULATOR: 2" 3.00 ---·· -···· ""'"'"" ,., .... '"" CHECK VALVE(SPRINKLER HEAD) 3.00 CHECK VALVE(INSIDE SPRINKLER BODYl: 3.00 BALL VALVE 1 .. 1.00 1.~~.~~Y.ALVE 2-1 /2" 1.00 - HvOR U''c'h •••.• , .• R, , 'ae"'."[.II'.~[!:Ir!N,~,,,\,~;j'f~i11riijll 5.00 PIPE FITTING (ALLOWANCE); 5,00 ~-~--~-· .. ·, ..... A.' lit ... :'·.,' .RADEq ;"~rt .. J\dtH}~U:)<:@HH!i:H!i.~lM:f :~H=,-~ HYDRAULIC.GRADECHANGE .· ·."t,,I\ --.. ~~~-HGL OF STREET MAIN ELEVATION: 265 HGL OF STREET MAIN ELEVATION: 310 ELEV. OF IRRIG. HEAD@ HIGHEST POINT: ., _,,.' ,._..,,-,_,,., .. ,~ "" ''""S" '''"'''OM .,_ .. ,. '"'" ~---·····-·--·-----·---- 280 ELEV. OF IRRIG. HEAD @ HIGHEST POINT: 300 j ELEVATION DIFFERENCE: 1 5 -·7--ELEVATION DIFFERENCE: ......• , ,, .. ~ ,. ····---eL!;V_ OIFF. X.433 6.50 -10 i:::tev. DIFF. X.433 -4.33 otrA'ss··· · 'eV ·:e,P J\l :· 1:11=1tt§'§t1Wi:11·1w111m11111111H11;1Y"EW ;:· . )20Cf ,,,,i._,.c~ :,•, , .. E'i' o:n; ·,· . , : )\:i/ifl)\\.)i'.4g_/ :Aht..h&i' CLASS 200 PVC PIPE NON-PRESSURE ... · C,)!i.YI RIPESIZE LENGTH GfM PSI LOSS PIPE SIZE ···----LENGTH GfM PSI LOSS -·--·· ... ··-·------·"·----···--·-··· ·--·-···-·----3/4" 55' 6.8 1.23 3/4" 105' 7.8 2.99 -~ ---·--···· 1 " 55' 13.6 1.34 1 .. 105' 15.6 3.27 1 -1 /4" 1-1/4" 90' 23.4 1.91 1 -1 /2" 1 • 1 /2" 2" 2" . 5' 44.2 0,01 12-1/2" 2-1/2" ---- SUBTOTAL 2.57 2.57 SUBTOTAL 8.18 8.18 cilYAffl!f§:lglif' Tl: "i'l11!\!lti:~0Jl§'.M'AlfiC/m: A!!n!!!!!Rl!!!!ij!!!!!: CL.ASi;{315 PVC PIPE··~• PRESSURE MAINlliNi:1ijiliftf)lf''.J,i$ffef:;~i: . . . . . , , .· ,, ,,,Y,OJ?. RE .... , ,. . . . . . . .. .. , . . PIPESIZE LENGTH CHA PSI LOSS PIPE SIZE LENGTH GfM PSI LOSS . 1 .. 1 00' 13.6 4.25 _,, __ , __ , __ , ____ .. ··--1-1/4" 1 -1 /2" 1·1/2" 2· 2" 2-1 /2" ' 2-1/2" -· 1140' 44.2 7.18 3" 3" 4" 4" SUBTOTAL 4.25 4.25 SUBTOTAL 7, 18 7.18 TOTAL PIRESSURE LOSS: 60.22 TOTAL PRESSURE LOSS: 69,53 ., AVAILABLE PRESSURE (PSI): 75.00 _ AV~l~~L.E.c PRESSURE (PSI): 85.00 AVAILABLE RESIDl AL PRESSURE· 1m!j'l'H'l!i''l\l!!l''"'"' --· .. ::(;'• :' •.\,-,,. ;,iti,iw, AVAILABLE RESIDUAL PRESSURE: l!fltAF15 :47• ,'l>fl. • • ••• •,.\,•.•,•,,•:,<.,.,,., ,.,:,:.,:,,,:,., ---------------- PRESSURE PRESSURE -·--....... '. --··-ADEQUATE ADEQUATE Page 1 Page 1 ' . ~lJSf':A 'c21 ~vsu~~·~~/ ~ • --,_. ~ A,, ...._ ~ c· ... -- = 1'fj'7'~Jf/ ~ -I' ,\ -· • 3/; lJa to llfT'11~ A Landscape Archilcclurc • Planni11g -... ,. La Jolla Centre I[ 9255 Town~ Centre Drive, Suik 340 DA1E INlllAl. F S.1.11 Diego, CA 92121-3002 • ""-.. ENGINEER ~ WORK 619 S50-1575 • Fax 550-1580 - t. MESA BLUEPRINT ' • REVISION DESCRIPTION I N25 PRESSURE/CALC. RECLAIM DATE: 12/6/96 PREPARED BY: JOB NUMBER: 96-023 MARVIN H. TANIGUCHI JOB TITLE: RANCHO CARRILLO VILLAGE "O" PHASE 1 HGL:700 HYDRAULIC C~ PRESSURE:rtii\!!!!@0]))@!!)I1 M!:TER NO. SYSTEM.:, {i{J%NlZ:!i{i@i!Y GPM: ·!' ''""'"f~' "':'·'' :,,, -!: ·=:·'$''.·' '.SfEM'X'.tSg§'g§i':???'.'''".''''.''l''.::l'li"'.:1;:·=1:ii;ii;~:);;h;rn:=;:'·l:~1;:•~h1;h1;:-~=1:Vi=:=~1:j:1iitlr~~~~::t·~~·:=~Q~::::~:-:~rr'.:~q~:~~~•' :sT~. OARD:: Y ... .' ;' ·: · .. ·. ,ti:):f'(MM)NHH?Hi\lH!+i:1it+b{+1~&:l]!)!i!H/ •,::ip,, Jtf:w~1:Mtif~. J:Jt.:'. :r::): WATER METER: 1 • 1 /2" 1.90 ·~----BACK~LOW PREVENTER: 1-1/2" 8.20 REMOTE CONTROL VALVE: 1 " 5.20 IRRIGATION SPRINKLER HEAD (OPERATING PRESSURE); 30.00 MASTER VALVE• 2" . 1.00 PRESSURE REGULATOR• 2· 3.00 CHECK VALVE(SPRINKLER HEAD); 3.00 BALL VALVE• 3" 1.00 J PIPE FITTING (ALLOWANCE); 5.00 Hv6FiAUlill51fi'R':a'6E:''cfi'"i:j!;'j§'""'IYIYl'l'l'"1'"'1'FF'l'f'!!!!!P!!!!!l!!l!l!!(n '· :-. ._: '• ••, ,:,,,.,', ', ' .. ..:'.: .. ,.:)i .. : ,.,,.,::,, ,,., .. :...::.:..,}.::: .. :: .. A:..,,,,,,.: ,,,,,,,,,.MtMJ&.:A#ktkiU:bl' @:t;: "iRl!'; ·,' ~ '' ' ' '; HGL. OF STREET MAIN ELEVATION: 294 ELEV. OF IRRIG. HEAD@ HIGHEST POINT: 347.6 T ELEVATION DIFFERENCE: --53.6 E!Le.V. OIFr. X.433 23.21 '¢Ell's'!'li,0:6!~V¢!i:1i1'li:!:N'/:IJ-ll!:ll!!i;$$'Q!~J;J!!!!!!II · ' " ,, ' ,,,,, PIPE SIZE LENGTH G'M PSI LOSS ,,._.,_,a 314" 50' 7.8 1.40 1 " so· 15.6 1.35 1 -1 /4" 20' 18,2 0.25 1 -1 /2" 20' 31 ,0 0.34 2" ----2-1 /2" SUBTOTAL 3.34 3.34 1¢i(,;[ SSili'li1i\ ·x , ... · ,,,,.,,,-, .. ,. ' .. , ""'i(f '""''' """'"Mj!JW!!l!il'ftffi/!ij'I l;hPJ!1:l;;:f"l!R.E$$PR.E, .... l!:lfi!PIN!:b,,,& ,,, ·"····""' LL% PESIZE LENGTH GfM PSI LOSS • 1·114" ~--- 1 • 1 12" ' 2" \ 12-112" • --. . 3" 2400' .? ~ ,o 2.88 4" ___ L SUBTOTAL 2,88 2,88 i TOT AL PIRESSURE LOSS: 87.73 I AVAILABLEP ESSURE (PSI): 100.00 ~ AVAILABLE RESIDI AL PRESSURE: j!j .!@'lij!!!F ,.. ; ~-' . PRESSURE L-~·-ADEQUATE --,-- Page 1 > I .• "AS BUil T" : APPROVED FOR PLANTING AND IRRIGATION ONLY ' INCLUDING PRECISE RCE EXP. DATE LOCATION OF "PLANTING REVIEWED BY: I AREAS INSPECTOR DATE ' ' ~ CITY OF CARLSBAD SHEET<; I .2'31 PLANNING DEPAfHMENT , --•, JI IRRIGATION CALCULATIONS FOR: '--t-: RANCHO CARRILLO I VILLAGE 'Q'-PHASE l I . APPROVED ~ ".'"'b fl 'IP t/-72• . I ASSISTANT PLA~:c-DIRECTOR DATE INITIAi. DATE INITIAi. OWN BY: CHKD BY: OTHER APPROVAi. CITY APPROVAi. RVWD BY: I DATE ' ' PROJECT NO. DRAWING 1'0. CT 93-04. I 350-6L .. CMWD 93-502 ' ii . ~.:'.···· _, ... ,. '' . ' r··.,.•' :C ; . t,6Z ///. ··.· .. ··--,.___ ·, ... :·_._·:.-~:.·.·.···· _.,-~./,.: --.... ··:::··· --·-··::::::·.::NO;· .. ( ....... -,...-..!') . ' ·~ -----~-~R ---.......1 """' ' (l"lJTl.F.£.l KEY MAP ,,'_\,.: _·::. ' .. ,-·'~j- ,· .· ', . . ' ·' ·' / ✓:.:: .......... , . / ~ ,•· ./ / ' i!; ~;. /' ,/",~ ,I _1/'/c, / 3\0 / '\ I •• 1 , .. f·· ; . ,,,, f -~ • .F' j ' \~ J,io::_.-,--1h-.~_7 L.// --. 11 \ I I . ··-------- 11 / 7 fc:i ·-; .. _ . ..1.L, .. __ /~// ® ✓ ;/ ----.. (( Ji I ® I ¼ \ i 1--I----,.-11 -40 20 0 ao ---- GRAPHIC SCALE I, I, /, . // fl /, I 0CJ-t @)\ ~ p~/N6 -..... ~TS.J~O-/o! a.f ~ss ~iNS--f -~.3~:t-Jk:. . .. ...... . . ·' ,, NO•.l,AN~ENTS OVER 1b'' ttUJ.EIGHT W~ITH""INc,---- TH IS AREA. ·· -·' ... i\ l; I ~ i \'. ® i @ i\ ; \· ' ' 1\ I \I z.~s.e, I Z.'-~-" I I /47 Nol- --· \.," ~ ml PJf \ I \ I \ I \ , ... ~J. ~,p,p.,' LEGEND Com"'I\J"ity Them.e Wall Comm~.riity: Theme "F1i'nce •••••• □□□□□□ . '·-' . ·•, ··, '· ··. \\ ·· .... Village ,\Theli'I~ W~ll ···-. -~~-··•·-·~·-•: .• --•. f,·•·:• /· ~-,~ -Village enee .~ · .... 000600' "· • WALLS ~ND FENCES ARE SHOWN l . SCHEMI\\TICALL Y FOR REFERENCE ONLY. \\CTUAL LOCATIONS AND TYPE MAt VARY SLIGHTLY. \.: . . . ....... . I I @ /; INl=:R, o1..,\p., . REVIEWED BY: INSPECTOR 11 AS I BUil T" CITY OF CARLSBAD PLANNING DEPARTMENT PLANTING PLANS FOR: DAT~ RANCHO CARRILLO VILLAGE 'Q' PHASE I C. T. 93-04 APPROVEDFORPLANTINGl---+---+-------------r--;--;----r---i APPROVED: AND IRRIGATION ONLY, l---+--1----------------+--+---+----1r-----1 ce, ..,A=S~s"Cc:1:::s=r=A;N=r=-::::P;;;:1::.~;;;;:i:_-=;~o=;R~-;-;~-;~~~~-;:;;;;:;:;;D~A~T~E:'+ INCLUDING PRECISE r I DRAWING NO OWN BY: R.E.C. PROJECT NO. • LOCATION OF PLANTING DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ---CT 93-04 350-6L REVISION DESCRIPTION R D B AREAS, ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL VW Y: -~· . . _.-. / --··········· .. ,•., "····· ..... , .• ,,. , •. 1 i?;t\·-. .... ,,., ___ ~----~-,:,~----· ~'.lr.:-:1.n1,,,,f ,,,, , , ,z.-., ···-··---'--~Iv,._-.~ N ..-7 .--r·········· ·····•-----··· ·.',::.-- .,, ·· i:~1T1.:i.unJty l!'l;rn~: Fence. -... ·-,,.. ·•-,.,., .. ·□□□□db · Vinit19e: tJ'l~me. wail ·: ·.·. ,, .. ~~--•:•!••0 · .. . ••,, ,. . ' -. . .. , .. --.. ,_ PJ·•.··11\S~: ::·••·•••4 .. =•-•• ..... •. ·. ""oo: ·,. '·· -:..J···· .{~ •e {fUT.UR~)> . . .. ,. ·,. -... _ '··, NOT A .f,RT l t N 20 j I I I 0 -- . ., . .. :~, . --1,o;,, .. ) :. . . . . . . J(·~ ([l):.,;;;.:~_· ... ·.· .. !:l'~······ .. ~Jii:'.'!:.·.•··••~·····~?·~~:~t:l} ~-e:~. 1 :~•·.· .. ;,·,~: ~-~-~·::</. \~,,,'"~-?~~._,_,.~-~~=~/.ll.--4~ frr .. ::roe,,. y, .. @... . "';,.,., ''~ : l~i·'· ·. . : ~. IS'().,. ~~· ---I I/> \-,~, . oil:S! · "~6,so 1 . . ·. •. . < ~& .. '.\. Yo,i.. ,____ . ·. . ,az . . 51-,.,.. ·.··.·... . . 0.-p:\; $k,, ·.<. ··... ." . ·\::i:i.•.......... ·-· , ~ .. ··.. i < . ",,,. ~· • · If PfZUWR: 1111'; MU,-V:: ~ ·· ~ '?if, · .... ---...111 . If'( · . . . @""'•. . · . . · · . . . , ,.. . , . -l .. , I·-,, . . . , • -,, ............ , ........... , ...... . 80 -- · : :: · J;~ri4sca;~A;.;;liltect11r; • Plaqhii'tg . . · ... ." . · .'. La Jell~ C:e.nfre II. , · ·.,. ·: · . 91.;,5 T.,:,wne C¢n:fre Dtlv<!; S.ilHe .3lf0• . .... . Sa;; Diego, CA 92i::n:3oii2"" . • ... 619 550•1575 • Fax 550-1580 96--023 "AS REVIEWED BY: INSPECTOR w w (/J BUil T11 I ::::J DATE " CITY OF CARLSBAD SHEETS l -----t-----t-------~---+----+--------+---+------1 LIT] PLANNING DEPARTMENT i, ~piiLAT.N;;T~IN~G~PL;:A~N;;S~FO;R~::=::::':::::::::::::::::::::::==::==:::::.::::::::::::::~ RANCHO CARRILLO VILLAGE 'Q' PHASE I C.T. 93-04 APPROVED: GRAPHIC SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, ,--t--+--------------+--1--.1----l--_J -------· ASSISTANTP ·~---"-" IRECTOR . ·--'f·ZZ·'f.? DATE INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL DWN BY: CHKD BY,---- RVWD BY: CITY APPROVAL PROJECT NO. CT 93-04 DRAWING NO. 350-6L I LU w en I I .. 'J · . ..f .~- ~••, C ~ 1'-"'"/ 1'~ IV, I I " r I , /1V'"7'<fo-'<>: 300/ ' ··--~.L ___ , ' ~ ., 1, 1\ r: •,,f I '01 i/ 1' ., , • .< • ij '''-t"• .. 5 'i I I --~.:t. I ,. /1 / t) h 30/,,e, 305.o '1 /1 it ,I 0 ~uc,, c-1-r, I "? 0 I---'------+-----" IS~ ~-flL-, '-(,'P.' ~f-!:> ji /I N ii if 1; II II i' ., II / / ! I ·. I 1/ ,,,'-. ~ ~Tt~e ~eE:E-· ..... 101~.,ck__ OF ;11-tE-~ •. · ,'G/¥DIN§ PYi,'-=:: .. ,, --,~f '>'J~'--:,,.----------,--~ ,. MAT9 I I I I 40 20 0 0 40 80 GRAPHIC SCALE ; (091 ,,_ Ul,'f ········-,+ lb4- 16fAI--. \ '' RANCHO PONCHO • mmunity Therne·V'{aU ·, . / •••••• ·' •' -·'' -"-, , , CommJ.!nity Theme .f~c:e 0□0600 .•.. . ·' .,,· :::., i(..,--'/ .,~-.,-•·:l/",_, /',,, II ,-•/'••-'.;• ... _ ! •.\. ···: ./· l .. . ,.:::::....,....,. _ . .::-'· ,i' . •, /_l l f I I .. ,:--.,: ... '·-;·,:,. ·'~'-::,{ . '. ,, .. , ,, .' ·•' . .~ __ .. , , , ,j:.--•'•"" ,.··~.t ........................... ,.,., .. . .I ,/ .·· ,·' 1'··,..,··;;;;?', 1/ / ,/ /"' . ... r·. ,,, ,;'i ,-f : ;~-- "-\-·. .-.·· · . ....__ · ... -b--.,.:::_·-···· .. ·i;,·-: .. _ ·:_· ..._ L~.ndscape Ard,ite-,tdrf,• 'rl•n~i:~$:l .·· ·· La Jolla Ce,;itreH \ , ··. ,i 9255 Tow,;ie (:erill'\, Orive, $uite 34,01, San Diego, CA 92121"3'002 . . .. · : ..,: I.-. ,,; ,, . 619 550-1575 • Fax 550-1580 91H)23 ,. 1----+----11-------------------+---+--+---+-----1 APPROVED FOR PLANTJNG 1------+---+-------------+----+---+---+-----< AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DA TE INITIAL ENGINEER OF WORK REVISION DESCRIF'TION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL ,,1.:·: ,d, ,, , ... ,, . .._,,-'' ,✓ / _if -~ . ', ~j '·. : ·-. : , '· -.. ', . > l I , ··-.,,) "AS BUil T" REVIEWED BY: INSPECTOR DATE i ~ ~C_IT_Y~PLA~~~!~NG~f_EA_PA_~_~_Ei_~_A_D~~! PLANTING PLANS FOR: RANCHO CARRILLO VILLAGE 'Q' PHASE I C. T. 93-04 I 'I 1-w w :c en. , \ ,.,, • \ 1\• •' ,,, , . , -------~Iii -'"'"' ......_, (l'"IJTUR:0 KEY MAP 300.3 , i ' i 40 20 Community Theme Wall Community Theme Fence Village Theme Wall · Village Fence I / I I I •••••• □□□□□□ •••••••••••• 000000 • WALLS .. AND FENCES ARE SHOWN SCHEMA ilOALI. Y FOR Rl;:FERENCfo ONLY. ACTUAL LOCATIONS At,fD TYF'E MAY VARY SLIGHTLY. 0 40 80 ---- GRAPHIC SCALE j I I 1/ 1/ .! Ii • ;/ ' I \ \ /t \ \ \ \ ·II ·. II ·~· · _.-;,"__::-:-....-,;, 1i @ bot Arrh<••= • Plaooios J ].a.Jolla Eerrtre fr" .. · -, -· -, t ,~ N ' 9255 Towne Centre Drive, Suit1\340 San Diego, CA 92121-M02 "AS BUil T" REVIEWED BY; 619 550-1575 • Fax 550-1580 96w023 INSPECTOR DAT 1-------+--+-----------+------+--+------+----1 ~ C[TY 10f CARIL§BAD ~ PLANNING DEPARTMENT 1------11----+---------11-----------+---+-----+---+---t ~P:::LA:::N::::;T;::IN:::G,_':P;::L=A==NS:::::;FO;::R;:::::::::::::::::::::::::::::::::::::::::::=====:::'..::==~ SHEETS :Z:? , RANCHO CARRILLO VILLAGE 'Q' PHASE I C.T. 93-04 APPROVED FOR PLANTING 1-----+---+--------------+----+---+-----t---t i-cA-cc-PP'.'.C'.R=Ov""E-:::D,-=:ti;"-,t"'=--::=-=c==------'f·Z'Z·i 7 J; AND IRRIGATION ONLY, DATE INCLUDING PRECISE LOCATION OF PLANTING AREAS. ENGINEER OF WORK 1------11----+-----------------+---+---=---+--::--::::--+-:c=--t OWN BY, ~~~ DATE INITIAL ,,____DA_T_E~_IN_IT_IA_L-+-D_A_T_E~_IN_IT_IA_,L CHKO BY: __ _ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL FlVWD BY: PROJECT NO. DRAWING NIO •. CT 93-04 350-6L · ... 0· .. OPEN SPACE •. '\ ~ . /·'· '. . ' .• . . _......;., :::=a=-1 . . I . ~:X. . . .; . ' . ......-1 \ . N :::..,::·.t•---;, / 20 0 40 --- GRAPHIC SCALE . "21>{) ·;:;' \ ,,--., _,-••, .. ·······--;,,,,,:::., ... '. ,/_..·_'.//"\ ·'i' i . ..:;/-··:-'""' .. ~:::.,...::::,;....;;::wl ···1I' .········ . ··i,f" 1:r ~ ret1d,~. ! : . ' : I i /i3 ,~ .· I'. \1··.~ . : : : . · .. >:I ~1ift;>~ 1r.r.1 ··• 18 .. \ . ... '.;:·••• .. i:c->,,;:.:.:> :.· :·1·::·:.:/. . ... · ;: . . . {fffi ,-.. ,-,,;'(' .. <-'/::":: .. -· ,•· ' ,,, •,,: ,·' ,••-J;-• •-• {MATCHLINE -SEE SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PHASE2 SEE DWG. NO. ~-1L LEGEND . ·-, Community ~h I Village The'l1e / Village Fen e I I I \ \ me Fence Wall i □ □□□□ 1..,.. _ _.. I lo I I I ·--I .,__ ' ""'--~ ........... ...,,_.,,. \ ·•-..... --.~ ·--· '-'--~--- 11 AS ( I I I I I I I . J ! I 1 BUil T11 r I I REVIEWED BY: INSPECTOR DATE r-------t--+-----------1---+---+---l-----11 S~EJ,T I CIJY OF CARlL§JaAD ~ ~yV==:'....'::::::::==::::PLA=N::N::ING:::::::::DE:':P:::::A::R::::T:::M::E::::NT::::::::===-:~==~ PLANTING. PlANS FOR: RANCHO CARRILLO C.T. 93-04 APPROVED, -=-==~~'====---~--___/¥~~1? 1---+---+--------------------t---J-------j!--------l------l I ASSISTANT PLANNING DIRECTOR_ ---. DA TE DWN BY: -PROJECT NO. I DRAWING NO. ~~~i iv, --CT 93-04 . 350-6L. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ' 0 I -tD --+-""---;ti DEPTH OF ROOTBALL 4 TREE TIES (MIN) TWO AT TOP OF ST AKES OTHERS WHERE NEEDED TO SUPPORT TREE ~~.!_BE~ STAKES SET __ _ OUTSIDE OF ROOTBALL 4" PERF, PVC DRAIN PIPE TO BOTTOM OF ROOTBALL W/4" PVC DRAIN CAP/GRATE CBLACKJ 6" MIN. BASIN FINISH GRADE rn--~1,-:::;,;!l;:--rlhtlUJ~ffi:~~~F~ERTILIZER T~l,_Els_ cl-+l-F-~--P'--'R.,__,,E,.,_P-'--'AR,._,,,ED EjACKFILL MIX I \~~1l~[Q::~---1R~OO~T8ALL -SET 1" ~ ABOVE FINISH GRADE ---._ _ __.,S_bOPE 1"/FT. 4 .. PERF. PVC DRAIN PIPE W/4"' PVC DRAIN CAP/GRATE CBLACK) 4" PVC CAP/GRATE IN 12"x12'" e" PEA GRAVEL FILLED SUMP. WRAP W/SOIL SEPARATOR TO COVER ll, FAS TEN TO HOLD. @TREE PLANTING NO SCALE STAKING 5'-0" LENGTH WHITE SURGICAL TUBING OVER GUY WIRE CTYP.l DEPTH OF SPECIMEN TR.IT. PLASTIC HOSE TIE_ ~__::G:.;:;U,Y WIRE REQUIRED TO SUPPORT TREE (3-REQUIRED> 6" MIN. BASIN FINISH GRADE OEADMAN (TYP.) 4"x4"x18" RWO. FERTILIZER TABLE TS PREPARED BACKFILL Mill, ROOTBALL-SET 1" ROOTBALL .....-1'":':'-l~~'c';;~L - ABOVE FINISH GRADE ..___ _ __,,,SLOPE 1" / F T I 11JJ 2X ROOTBALL RIGID PVC DRAIN PIPE POSITIVELY DRAIN g, DAYLIGHT AT SLOPE ONTO ½ CU. FT. GRAVEL. 4" PERF. PVC DRAIN PIPE Wt4" PVC DRAIN CAP/GRATE (Bl.ACK> 4" PVC CAP/GRATE IN 12",12" 1/a" PEA GRAVEL FILLED SUMP. WRAP W/SOIL SEPARATOR TO COVER 8, FASTEN TO HOLD, ©_T_R __ E_E_PL_A_N_T_IN_G_&_G_U_Y_IN_G _____ _ NO SCALE SHRUB SLOPE 1"/FT. 3" MIN BASIN FINISH GRADE =II -11 1 -PREPARED BACKFILL MIX FERTILIZER TABLE TS ROOTBALL-SET CROWN 1" ABOVE FINISH GRADE SLOPE 1"/FT. © SHRUB PLANTING ON SLOPE E ---~~--NO SCALE ~~S~P~E .. CIMEN TREE .. .---'P~L""ASTIC_,HOSE TIE // 5'-0" LENGTH WHITE SURGICAL TUBING OVER"'-, GUY WIRE (TYP.) /2 / ~7,// GUY WIRE REQUIRED TO Si.JPPORT TREE C3-REQUIRED> 4" PERF. PVC DRAIN PIPE 4 '" PERF. PVC DRAIN PIPE W/4" PVC DRAIN CAP/GRATE <BLACK) ®_T_R_E_E_P_L_A_N_T_IN_G_&_G_;_UY_I_N_....:;_G ____ _ NO SCALE SLOPE 1"/FT, 1.--_3~"-M_IN~B--'AS=IN'-'-- FINISH GRADE t-t:l~-~::::-r-7111 I I ~111=- DEPTH OF u----=Hf--PREPARED BACKFILL. Mil$.. ROOTBALL I =-, ___ FERTILIZER TABLETS =I I =--111: : 111 =--~ ROOTBALL-SET CROWN 111 111 ~ 111 1" Al30VE-FIN.1SH GRADE 4---·-· 2X ROOTBALL D 1--:-N~o""'s'""c-AL"""E ____________ _ @ VINE PLANTING PLANTING DISTANCE SCHEDULE FEET ON CENTER ROW DISTANCE SET BACK 'A' 'B' ·c· 8" r r 1'-0" 10112" 11" 1·-3·· 11" 1·-0·· 1"-6"' 1"-4" 1"-0" 2' -0" 1' u 9" 1"-6"" 3' -011 2'-6" z1.511 6'-0" 5' -2" 5'-611 8' -O" 6" -11·· 7'-6" 10·-o·· 8'-8" g· -6" 12·-o·· 10'-5" 11"-6"" 20'-0" 17-4" 19'-6"" PLANTING GRID II e e O • • • ■ ■ --·;;-J, • • • • • • • • ___ (Cl+ II • • 0 • • • • 0 • • a 9 • II e II ' • • • • • • • • ',1/" • • • • • • e o '· • • • " " • • • •-0~ ® GROUNDCOVER PLANTING F ___ __;_ NO SCALE "SYMBOL TREES 00 0 0 0 ABBREV. AGO. FLE. EUC. CIT. EUC. NIC. JAC. ACU. LYO. FLO. 0 0~QUE. AGR. v,Q\;E ll.E_ SCH. MOL. 0 TRI. CON. SHRUBS PLANT LEGEND BOTANICAL NAME COMMON NAME AGONIS FLEXUOSA PEPPERMINT TREE EUCALYPTUS NICHOLi! NICHOL'S WILLOW LEAFED PEPPERMINT EUCALYPTUS CITRIDORA LEMON SCENTED GUM JACARANDA ACUTIFOLIA JACARANDA LYONOTHAMUS FLORIBUNDUS CATALINA IRONWOOD QUERCUS AGRIFOLIA ~V~'S \L..a><, SCHINUS MOLLE TRISTANIA CONFERTA COAST LIVE OAK ~QAK CALIFORNIA PEPPER TREE BRISBANE BOX SIZE 24" BOX 15 GAL. 15 GAL. 24" BOX 15 GAL. 15 GAL. .2."r'~ 15 GAL. 15 GAL. 24" BOX REMARKS DETAIL HT. 11' MIN. X SP. 5' MIN, A(-STM=Ef ~) e,/c.. FU"i'::W/Jief'E. HT. 19 MIN. X SP. 3' MIN. A HT. 9' MIN. X SP. 3' MIN. A HT.11' MIN. XSP. 5' MIii,[. HT. 7' MIN. X SP. 3' MIN. HT. 8' MIN. X SP. 3' MIN. 1-tT. IC' Ml),/ X .Sf 4' MIN. HT. 8' MIN. X SP. 3' MIN. HT. 8' MIN. X SP. 3' MIN. A HT. 12' MIN. X SP. 5' MIN."" A(~T~ e:,/ c... Fl 6e W~ EB 0 e 0 ARC. DEN. 'HM' ARCTOSTAPHYLOS DENSIFLORA MAZANITA 'HOWARD MCMINN' 1 GAL. FULL, BUSHY, E GOOD COLOR NOTES: CEA. GRI. 'S.A.' FRE. 'K.T.' f¥-.cK s::'AU HET.ARB. LAN. MON. NER. OLE. 'PP' <ID PIT. TOB. 'V.' RIB. SPE. ROS.CAL. VINES A BOU. 'S.D.R.' GROUNDCOVERS wj BAC. PIL.'T.P.' ~--"''----""'---'-' U,.N. MON. DEL. ALB. 1-------1 l40¾l I-----~ GAZ. SPL. (60o/.) l====::I CEANOTHUS GRISEUS 'SANTAANA' FREMONTODENDRON •~LOR' LENS <:_y,.JJYf=-0 HETEROMELES ARBUTIFOLIA LANTANA MONTEVIDENSIS NERIUM OLEANDER 'PETITE PINK' PITTOSPORUM TOBIRA 'VARI EGA TA' RISES SPECIOSUM ROSA CALIFORNICA BOUGAINVILLEA 'SAN DIEGO RED' BACCHARIS PILULARIS 'TWIN PEAKS' LN-1:f»-IA: H~IDeNSIS DELOSPERMUM ALBA GAZANIA SPLENDENS 'MUL Ti-COLOR' 1. ALL TREES, UNLESS OTHERWISE NOTED, SHALL NOT CONFLICT WITH PUBLIC UTILITIES AND SHALL BE LOCATED A MINIMUM OF: 3' OUT OF PUBLIC RIGHT-OF-WAY 5' FROM PAVING 7' FROM SEWER LINES 2 .. ALL PLANTING AREAS, UNLESS OTHERWISE NOTED, SHALL INCLUDE A COVER CROP MIX IN ADDITION TO THE SPECIFIED PLANT MATERIALS. "" i / I //i.,, ;.D -Ii\ ? J:rJ/4~? 1 A ¾'-;__ =• ~r 41r or c~1. \\i!!f-~ WILD LILAC FLANNEL BUSH ewE=E-T ~ TOYON LANTANA DWARF OLEANDER MOCK ORANGE TOBIRA FUSCHIA FLOWERING GOOSEBERRY CALIFORIA WILD ROSE BOUGAINVILLEA COYOTE BRUSH WHITE TRAILING ICEPLANT TRAILING GAZANIA COVER CROP MIX BOTANICAL NAME Alyssum Alyssum Lasthenia Chrysotoma Phacelia Campanularla 1 GAL. 1 GAL. /Qo.,t-6.1- 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 5GAL. FLATS I e>-AL. FLATS FLATS FULL, BUSHY, E GOOD COLOR FULL, BUSHY, E G<?iOD COLOR I II e.. FULL, BUSHY, E GOOD COLOR FULL, BUSHY, E GOOD COLOR FULL, BUSHY, E GOOD COLOR FULL, BUSHY, E GOOD COLOR FULL, BUSHY, E GOOD COLOR FULL, BUSHY, E GOOD COLOR FULL,BUSHY, D GOOD COLOR PLANT@ 12" O.C. F f"W>NTe zo i o .c... PLANT@ 18" O.C. F PLANT@ 18' O.C. F RATE COMMON NAME LBSIACRE 'Carpet of Snow' 3 'Royal Carpet' 3 Dwarf Goldfields O. 5 California Bluebells o,s TOTAL POUNDS PER ACRE 7.0 The following materials shall be in the mixes: Mulch -Con·web Fiber 2,200 lbs./acre Binder -Terra Tac #3 150 lbs./acre Fertilizer 16-20-0 400 lbs./acre "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, MIN. % PURE/GERM 98/80 98/80 50/60 98/75 I DATE "96·-023 INCLUDING PRECISE RLA EXP , ____ , ______ ONA Landsoape Architecture • Planning LOCATION OF' PLANTING REVIEWED BY: La Jolla Centre II 9255 To•ne Centro Drlvo, Suite 340 AREAS San Diego, CA 92121·3002 ----6Hl.550.1576 • Fax 650.1680 INSPECTOR DATE --·---· --rnJ CITY OF CARLSB-AifJ [SHEETS] PLANNING DEPARTMENT ,i.~ --------·-·--·--·---· ·-----· ~--· --·-·---- -·. PLANTING DETAILS & LEGEND FOR: -·----RANCHO CARRILLO -·-·--·--·-· ·---·--·-·-----VILLAGE 'O'-PHASE 1 ·-·----------·----·---·-APPROVED -§~JI L/ZZ-.7} --·~-.. ASSISTANT PrANnlNG DIRECTOR DATE' ·---OWN 8 Y: DA1E JNIIJAL DATE INITIAt DATE INITIAL PROJECT NO. DRAWING NO, REVISION DE SCI~ I l~T I ON ·--·-~----CHKD BY: CT 93-04 350-6L tNC: !NEER OF WORK OTHER APPROVAL CI TY APPROVAL RVWD BY: " w ~ ~ _________________________________________________________________________ _J;,J PART I • GENERAL 1. 1 GENERAL CONDITIONS: SECTION 02480 LAliOJ;LG.Afl.fill. THE GENERAL CONDITIONS, SPECIAL CONDITIONS, ANO DIVISION 1, ARE A PART OF THIS SECTION ANO THE CONTRACT FOR THIS WORK ANO APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1,2 SUMMARY: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION ANO EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED, THE GENERAL CONDITIONS AND DIVISION 1 APPLY TD THIS SECTION AS FULLY AS IF REPEATED HEREIN. . 1 BELATED WORK; IRRIGATION SECTION 02441 1.3 SUBMITTALS: UPON BEING AWARDED THE PROJECT, CONTRACTOR SHALL SUSMIT A LIST OF SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS WITH QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF CONTRACT. 1.4 GUARANTEES ANO REPLACEMENTS: . 1 SHRUBS, VINES, AND GROUNDCOVER SHALL BE GUARANTEED TO REMAIN HEALTHY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR NINETY (90) DAYS, WHICHEVER COMES FIRST. , 2 ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEALTHY CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF PROJECT. IF TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE. . 3 ALL PLANTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN FOURTEEN (14) DAYS. , 4 PLANTS USED FOR REPLACEMENT SHALL BF-THE SAME KIND AND SIZI, AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO OWNER. 1.5 OBSERVATION: • 1 OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE ARCHITECT, THE CONTRACTOR SHALL FU!QUEST OBSERVATION IN WRITING, IN ADVANCE OF THE TIME OBSEAVATION IS REQUIRED. .2 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: A. PRE-CONSTRUCTION MEETING. B. INCORPORATION OF SOIL CONDITIONERS AND FERTILIZERS INTO THE SOIL. C. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. 0. APPROVAL OF PLANT MATERIALS. E. WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. F. ORIENTING SPECIFIED TREES. G. VERIFICATION OF FINISH GRADES. H. APPLICATION OF PRE-EMERGENT HERBICIDI,. I. PRE-MAINTENANCE OBSERVATION. J. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. K. FJNAL OBSERVATION TO BE I-IELD AT THE COMPLETION OF THE MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE ONE-YEAR GUARANTEE OF ALL TREES. • 3 ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSEAVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING, (1) WHETHER THE WORK IS ACCEPTABLE; AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. . 4 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH OBSERVATION. 1.6 MAINTENANCE: . 1 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AfTEA ALL LANDSCAPE AND IRRIGATION WORK ON THIS PROJECT IS COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPAOVAL FROM THE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CALENDAR DAYS. . 2 THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. . 3 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS AND LAWNS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION ANO IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, FERTILIZING, RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, AND AI..L OTHER UNOf:SIRED VEGETATIVE GROWTH AND DEBRIS. ALL PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS. . 4 FERTILIZER (COMMERCIAL): 7-9-4 WITH CHELATED MINERALS SHALL BE APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 30 DAYS AFTER THI: BEGINNING OF THE MAINTENANCE PERIOD, AND EVERY 30 DAYS THl"REAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE APPLICATION RATE. 1. 7 1. 8 1 .9 • 5 THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTE:NANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL Be RESPONSIBLE FOR ADDITIONAL MAINTt;NANCE OF THI; WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. • 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. LAYOUT OF WORK: THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICl,NSED LAND SURVEYOR TO LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINl,ER DRAWINGS. GENERAL REQUIREMENTS: .1 THE TERM 'PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES, SHRUBS AND GROUNDCOVERS. • 2 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. . 3 ALL ROCKS 1" OR LARGER, AND OTHER GROWTH OFI DEBRIS ACCUMULATED DURING THE DUAATION OF THE PROJECT, SHALL llE REMOVED FROM THE SIT!! UNLESS SPECIFICALLY EXEMPTED IN WRITING. . 4 PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE ANO TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEM!:NTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED, . 5 GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED, .6 ALL SCALED DIMENSIONS ARI, APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. , 7 QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND ARE NOT GUARANTEED, CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. • 8 ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, ANO OTHt;R EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING AND GRADING OPERATIONS, .9 SPECIMEN TREE SELECTION; A. ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLED OUT ON DRAWINGS 15-GALLON ANO LAAGEA SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. B, THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED. C. THE CONTRACTOR AT HIS OPTION ANO AT HIS EXPENSE CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES ::M" BOX SIZE AND LARGER TAGGED AT THE NURSERY AND/OR AT THEIR PLACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS. .10 REJECTJON AND SUBSTIIVTION: . 1 1 A. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPl,CTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT AND THE CITY INSPECTOR. UTILITIES A. ALL UTILITIES (WATER AND ELECTRICITY) useo DURING THE INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE OWNER. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE UTILITIES. INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: .1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE-MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIAEO CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED IT!:MS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHr;D, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. . 2 UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE '-------------------------------------------------------------- SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPl!AATION, IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE ARCHITECT WILL AEOUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THl!Se MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. • 3 RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE REPRESENTATIVE OF THE ENTIRE SITE SHALL BE TAKEN BY THE CONTRACTOR PRIOR TO BEGINNING WORK. THE ARCHITECT, IN THE PRESENCE OF THE CONTRACTOR AND CITY INSPECTOR, SHALL INDICATE ON THE PLANTING PLAN WHERE SOIL SAMPLES SHALL BE TAKEN. CON-TRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY. SOIL TEST SHALL CONSIST OF SOIL FERTILITY AND AGRICULTURAL SUITABILITY CONFORMING TO THE METHODS OF THE UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION AND USDA, ALONG WITH RECOMMENDATIONS FOR CORRECTING ANY DEFICIENCY IN THE SOIL. THE SOIL TESTS AND THE SOIL TESTING LABORATORY SHALL BE APPROVED BY THE CITY INSPECTOR . • 4 A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THr; SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TO Tl-IE SOIL LAllORATORY FOR COMPARISON TO A CONTROL MIX. C~T OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. . 5 AFTEA GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES WILL BE TAKEN BY ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR TESTING OF ECE AND PH. COST OF THr; ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. PART 2 • PRODUCTS 2. 1 SOIL AMENDMENT ANO FERTILIZER: .1 SOIL CONOITIONEA SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INOA- GANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, PH OF 5.5 TO 6.5, SALINITY OF 3.0, ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90%, NON-IONIC WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0.5%. (LOAMEX, WIL-GRO, LIFE FOREST HUMUS), . 2 GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CASO 2H20) WITH MINIMUM 90% GRADE CONTAINING 14% COMBINED SULFUR. .3 IRON SULFATE (EXPRESSED AS METALLIC) 19% OF QUALITY APPROVED BY ARCHITECT. . 4 SULPHUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVED BY AACHITECT. • 5 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCl'N, TAGl'S BY WEIGHT OF PLANT FOOD: NITROG-EN PHOSPHORIC ACID POTASH 1.0% 10.0% 10.0% MINIMUM MINIMUM MINIMUM . 6 FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC.COATED, UNIFORM IN COMPOSITION, FREE- FLOWING, SUITABLE FOF! APPLICATION WITH APPROVED EQUIP• MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCE:NTAGES BY Wl,IGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 21.0% 0.0% 0.0% MINIMUM MINIMUM MINIMUM . 7 FERTILIZER (COMMERCIAL) SHALL BE LONG•LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE• FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP- MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 16.0% 20.0% 0.0% MINIMUM MINIMUM MINIMUM . 8 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS, FREE-Fl.OWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 7.0% 9.0% 4.0% MINIMUM MINIMUM MINIMUM • 9 PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMeACIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 20.0% 10.0% 5.0% MINIMUM MINIMUM MINIMUM . 1 0 SOIL ENHANCER SHALL Bl, SARVON. 2. 2 PLANTING BACKFILL: ACKFILL SHALL BE A THOROUGHLY BLENOl,D MIXTURE OF PLANTING B EXISTING SIT E SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE: TIONER SOIL CONDI SITE SOIL IRON SULFA GYPSUM Tl: 113 CU. VD. 2/3 CU. YD. 1 LB./PER CU. YD. OF MIX 10 LBS./PER CU. YD. OF MIX RATE OF AP REDUCE OR PLICATION IS FOR BIDDING PURPOSES ONLY. SOIL INCREASE QUANTITIES. ~AP(~ ---·-·--·-·-· ~--•-•-'~ W"' ''" -/ -· ..,-~P -/. ~ ~; ;,,;, ----· 9~-·--· ----~ -i!:..o/5l!'/~; ~/ * / ~----· ------~ J',,-; Oo1cr ./4.-:::-~ ·--· ·-- --1;-r ------z I§~ ~~\_\ -·-- cture • Plennlng .. --- Centre II ---· . TEST MAY . ,..,. ______ ·-·--·--·-- ------~-~--·-· e•--•- -· -- -·-·--__.._.._- ... ·--···-·-·--·-· -·--·-------· -...---- -·--·--~~ -·-·-·-~ --·-··--- ,_, 2.3 STAKING MATERIALS: STAKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN ANO BARE OF BRANCHES ANO STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETl,R OF 2 INCHES, FREI: OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. 2 .4 GUYING MATERIALS: . 1 GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL OF NO. 12 GAUGE. . 2 ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL Bi; 4 INCHES X 4 INCHES OF SOLID LUMBER, 1' -6" IN LENGTH. .3 HOSE FOR COVERING WIRE SHALL BE OF 2-PLY REINFORCED RUBBER, USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 1/2 INCH IN DIAMETER. . 4 FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING, 1/8 INCH IN DIAMETER AND FOUR fEl,T LONG, OF UNIFORM THICKNESS. • 5 TAEE TIES SHALL BE BOAOON CINCH-TIE OR APPROVED EQUAL 2. 5 PLANT MATERIALS: .1 NOMENCLATURE: THE BOTANICAL AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN '"AN ANNOTATED CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA, OREGON, AND WASHINGTON", PUBLICATION NO, 4091, PRINTED 1979 AND "AN ANNOTATED CHECKLIST OF ORNAMENTAL PLANS OF COASTAL SOUTHERN CALIFORNIA", PUBLICATION NO. 3276, PAINTED 1982, BOTH PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCl1,NCES. SEE LIST OF PLANT MATERIAL ON DRAWINGS. • 2 QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK. THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT 1,GGS, AND MEET OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO THI= ARCHITECT. .3 CONTAINER STOCK (1-GALLON, S·GALLON, 15-GALLON, AND BOX SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINED PLANTS THAT HAVE CRACKED OA BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINEA, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL, NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. • 4 PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT . • 5 INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, ANO WHERE NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE. . 6 PLANTS SHALL BE SUBJECT TO INSPECTION, AND APPROVAL OA REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY, . 7 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDEAED FOR USE OF THE NEAREST EQUIVALENT SIZE, VARIETY AND COST, ALL SUBSTITUTIONS ARE SUBJECT TO ARCHITECT'S WRITTEN APPROVAL. . 8 QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. . 9 THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDlllON OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS Rl,PRESENTED BY THE DEFECTIVE SAMPLE. .10 IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT. T,HERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT. .11 GROUNDCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED CUTTING GROWN IN FLATS UNTIL TRANSPLANTING. • 1 2 PRE•EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, DYMID OR EQUAL. .13 WEED ERADICATION SPRAY WILL BE ROUNDUP. PART 3 • EXECUTION 3 .1 SITE PREPARATION AND WEl,D ABATEMENT: • 1 GRUB AND CLEAN PLANTING AREA, AEMOVING DEBRIS AND ROCK AND ERADICATING WEEDS. ,2 WEED ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR TO COMMENCEM!:NT OF ANY PLANTING OR IRRIGATION WORK • "AS BUILT" APPROVtD FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE Dl\ff "L 1\ E~P. LOCATION OF PLANTING R['/!E.WE.D BY: AREAS ,..,_. ____ INSPEC10R DATE [s~~ I C]T_Y_ o F C--A RLS BA b ] SHEETS ------PLANNING DEPARTMENT z_?,. --. ·-·----·----·---·-•-a•-----·~ ---~---PUNT ING SPECIFICATIONS FOR: RANCHO CARRILLO ............... ......--~-VILLAGE 'O'-PHASE 1 ---------~ [-APPROVED mi:-P -----~✓2-92 ----~SISTANT PLA!ffiirG DIRECT0I1 DATE .. . ·----OAIE OWN SY:° DRAWING NO. DATE I NI l I AL INITIAL e Drive, Suite 340 ~ GOJEC[ NO. l DATE INITIAL A 92121·3002 FffVl'.3i0t..J OE SCF~ 11°T I ON , ____ --CHKO i,Y: ----,_ CT 93-0~·----------350-6L EMCINEER Of' WORK 01'HER APPROVAL C If Y ~FPROVAL RVW() BY: f"tlX 660.!fl60 ·----·- .--------------------------------------------------------------------------·--·-- 3.2 WEED ABATEMENT .1 UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS, ROCKS AND EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL FERTILIZER 21-0·0 PER ACRE. . 2 WATER ALL AREAS eVERY DAY FOR TWENTY-ONE; (21) CONSECUTIVE DAYS AND UNTIL WEED seEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS AND SPRAY NON-SELECTIVE HERBICIDE "ROUNDUP" TO ERADICATE THE GERMINATED WEEDS. TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7•10 DAYS. • 3 RAKE AND HAUL OFF ALL DEAD WEEDS TO 1/2 INCH BELOW THE SURFACE OF THE SOIL. • 4 IF PERENNIAL WEEDS OR GRASSES STILL EXIST, RE-WATER EVERY DAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH APPEARS. RE-APPLY A NON-SELECTIVE HERBICIDE. REMOVE WEEDS AFTER HERBICIDE HAS HAD A SUFFICIENT TIME TO KILL. H~"-4PE-,bf'f'I...I~ ~W... ~ I-~ B-r'Tl-lt. :=,,-,,...TE OF=-CAI-J~i,<>.- 3.3 SOIL CONDITIONING, FERTILIZING AND ROTOTILLING: . 1 FOR AREAS LESS STEEP THAN 2:1: • 3 AFTER THE AREAS HAVE BEEN DEEP-RIPPED, THE FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM 01" TWO ALTERNATING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF SOIL CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE ARCHITECT. A. SOIL CONDITIONER SOIL SULPHUR IRON SULFATE GYPSUM 5 cu. YD. PER 1,000 sa. FT. 10 LBS. PER 1,000 SQ. FT. 20 LBS. PEA 1,000 Sa. FT. 250 LBS. PER 1,000 sa. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. FERTILIZER (COMMERCIAL): 6·20•20 SHALL BE APPLIED AT THE RATE OF 40 POUNDS PER 1,000 SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. C. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. FOR AREAS 2:1 AND STEEPER: AFTER THE AREAS HAVE BEEN ERADICATED OF WEEDS ANO FINISHED GRADED, THE FOLLOWING RATES OF SOIL CONDITIONING MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS. NO SCARIFYING OR ROTOTILLING SHALL BE REQUIRED. A. GYPSUM SOIL SULPHUR IRON SULFATE 250 LBS. PER 1,000 SQ. FT. 10 LBS, PER 1,000 SQ. FT. 20 LBS. PER 1 ,ooo Sa. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMEND!;D BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. DEEP WATER LEACHING: A. B. C. D. E. F. G. AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGATION SYSTEM AND APPLICATION OF SOIL CONDITIONING, ALL AREAS SHALL BE DEEP WATER LEACHED AND COMPACTED AND SETTLED BY CONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM OF SIX INCHES OF WATER. AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES SHALL BE TAKEN BY ARCHITECT AND SUBMITTED TO SOIL LABORATORY FOR TESTING. SOIL TEST SHALL MEET THE FOLLOWING REQUIREMENTS: ECE MAXIMUM 3.0 X 10,3 PH MAXIMUM 7.5 A PERCENT OF ORGANIC MATTER SOIL TEST AFTER LEACHING MAY BE REQUIRED BY ARCHITECT. RE-APPLICATION OF SOIL AMENDMENT AND LEACHING OPERATION SHALL BE REPEATED BY CONTRACTOR IF TESTS SHOW A NEGATIVE RESULT. EXPENSE OF TEST, RE• APPLICATION OF A SOIL AMENDMENT AND LEACHING OPERATION SHALL BE BORNE BY CONTRACTOR. DEEP WATER LEACHING SHALL BE DONE PRIOR TO THE APPLICATION OF THE COMMERCIAL FERTILIZER 6·20·20. NO PLANTING SHALL BE INSTALLED UNTIL APPROVAL HAS BEEN GIVEN BY THE ARCHITECT IN WRITING. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR SLUFFING OF SOILS. ALL DEPRESSIONS, VOIDS, EROSION SCARS, AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE. 3. 4 FINISH GRADING: .1 .2 .3 .4 • 5 .6 .7 . 8 FINISH GRADES SHALL BE AS INDICATED ON CIVIL ENGINEER'S AND LANDSCAPE DRAWINGS. FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER• COMPACTED AND SETTLED SURFACE GRADES AND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEERS DRAWING, UNLESS OTHERWISE NOTED, FINISH GRADE SHALL BE 2" BELOW ADJACENT FINISH PAVING SURFACES IN GROUNDCOVER AREAS AND 1" BELOW IN LAWN AREAS. FINISH GRADES SHALL BE MEASURED AT THE TOP SURFACE OF SURFACE MATERIALS. MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING, AND ALL OTHER OPERATIONS, SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING GRADING AND CONDITIONING OPERATIONS. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS, AND CATCH BASINS. FINAL GRADES SHALL BE ACCEPTABLE TO THE ARCHITECT BE:FORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. 3,5 . 9 PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN TWO (2) PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. PLANTING: . 1 THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF GROUNDCOVER TO BE PLANTED SHALL BE APPROVED ON THE SITE BY THE ARCHITECT, PRIOR TO THEIR PLANTING, ALL SUCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR THE PLANTING MAY BE SELECTED BY THE ARCHITECT. DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. , 2 PLANTING TREES. SHRUBS, AND VINES: .3 A. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS, HOLES SHALL BE, IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. B. C. D. E. F. G. H, I. J. K. L. M. N. 0, P. Q. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY ST~.C:KED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS, AND BEDS. EXCESS SOIL GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD ON THE SITE AS DIRECTED BY THE ARCHITECT. PLANTS IN CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTING VERTICALLY ON OPPOSITE SIDES OF EACH CAN WITH NURSERY CAN OPENERS, TIN SNIPS, OR OTHER APPROVED INSTRUMENTS FOR THIS PURPOSE. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREA OR FROM THE SITE DAILY. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED CONDITIONER ANO SOIL PLANTING BACKFILL. NO PLANT EXCEPT GROUNDCOVER SHALL BE PLANTED WITHIN THREE (3) FEET OF SPRINKLER HEADS. NO TREE SHALL BE PLANTED WITHIN SIX (6) FEET OF SPRINKLER HEADS. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON UNDISTURBED GRADE, SO THAT THE CROWNS OF THE ROOT BALLS ARE 1" ABOVE SURROUNDING FINISH GRADE. AFTER SETTING THE PLANTS, THE REMAINING BACKFILL MATERIAL SHALL BE CAREFULLY TAMPED AND SETTLED AROUND EACH ROOT BALL TO FILL ALL VOIDS. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACH ROOT BALL. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE, LOCATED AS PER MANUFACTURER'S SPECIFICATIONS, AT THE FOLLOWING RATES: (1)•5 GRAM TABLET (1)·21 GRAM TABLET (3)-21 GRAM TABLETS (5)·21 GRAM TABLETS (1)·21 GRAM TABLET PER LINER AND FLAT SIZE PLANT. PER 1-GALLON CONTAINER. PER 5-GALLON CONTAINER. PER 15-GALLON CONTAINER, PER EACH 3" OF BOX SIZE. NO PLANT WILL BE ACCEPTED IF THE ROOT BALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION. ALL PLANTS SHALL BE THOROUGHLY WATERED IN TO THE FULL DEPTH OF EACH PLANTING HOLi! IMMEDIATELY AFTER PLANTING. ALL TREES SPECIFIED TO BE STAKED SHALL BE STAKED WITH TWO LOOGE POLE STAKES, DRIVEN INTO THE GROUND ON THE SIDES OF THE TREE PERPENDICULAR TO THE PREVAILING WINDS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOT BALL. TREE TIES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE S'S WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES THE DIAMETER OF THE TREE AND BY TACKING THE BACK OF THE TIE TO THE STAKE. (SEE DETAILED DRAWINGS.) ALL TREES SPECIFIED TO BE GUYED SHALL Bl! GUYED AS DETAILED. THE STAKING AND GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO INSURE THE PROPER AND HEALTHY GROWTH AND SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS, AND VINES. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS OVER 3/4 INCH IN DIAMETER SHALL BE PAINTED WITH APPROVED TREE SEALANT. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED AND PLANTED WITH A CRANE. ALL TREES 24' BOX AND LARGER SHALL BE SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE HOLE. PLANTING GROUNQCOVERS; A. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, ANO SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. B. c. D. E. ALL GROUNOCOVER PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFI· CIENTLY DEEP TO COVER ALL ROOTS AND A PLANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE, AS PER MANUFACTURER'S SPECIFICATIONS, AND SHALL BE IMMEDI· ATEL Y SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE HOLES. THE GROUNDCOVER PLANTING AREA SHALL BE HAND- SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN PLANT STEM WHERE SHRUBS AND TREES ARE PLANTED. 3.6 3.7 HERBICIDE APPLICATION: PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNDCOVER AREAS ONLY, AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOT APPLY IN LAWN OR HYDROSEED AREAS. ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF THE APPLICATION • CLEAN UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO PLANTINGS. ' ~~c~ -·---~---·--·--·--·----·~-·--· ./ ~-1_.,.'%, --·--·-·-------~------·-·-·-_, -·-··--·-·~-~ ~' ---· I/ ~$t / -I ••-•--•~•~• '-> ' • I,.... --·-· ~ ;;:.-<"!,{~ {r ' . -- ,4. . :.-- •I(\ .?~)% "') )I V J'_,..~ Doto /4~ C--~-•-• -·---·-· ---·-·------~ .f)'( ,<§.~ "·---------· -~--------OF C~~ \ ~-----·-· -·-·-· ---~·~·~-- ---·-~--~-~·-·-----·--·--·--·--·--·~ hlteelur-e • Planning ·-----·-· -·---·-· ---·-----~----~--- "" Centre II -·----·------~-••-u-•••••••••••••---•-~-••• ntre Drl ve. Su I le 340 DATE INlllAI. --~---~----------,-----· -·--- o,CA 92121 ·3002 '~•-·-~·-·-· ----·--· HEVISIClt-J DESCRll0 TION !,NGINEER or· NORK 5 • Fnx 660.1680 "AS BU IL T 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS -------~---~ INSPECT DR DATE ~ CITY OF CARLSBAD lsi~s [ ?;, PLANlllNG DEPARTMENT ----·-·--~---------------·-~-----------~-PL AMT ING SPECll'ICATIONS FOR: -· RANCHO CARRILLO . --·----1-- ---· VILLAGE 'Q'-PHASE 1 ------ ··----·--APPROVED ~~/J /.,_ -· ... //:zz~9,2 ----~-~-----·---____ ,. ASS I$ TANT Gt',\.NN I N(VD I REC TOil / DAlE OWN BY: / -----PIWJECl NO. DRAWING NO. DATE IMITIAL DATE IMITIAL CHKO 13 Y: ~·-----------------CT 93-04 350-6L OTHER APPROVAL CI TY APPROVAL RVWO BY: ---------