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HomeMy WebLinkAboutDWG 348-5L; CT 93-08; RANCHO CARRILLO VILLAGE O; 01-32RECLA_!MED_WAT_ER _NO.TES I. ALL WORK. Si-'ALL BE DONE IN ACCORl)ANCf: WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S 'CARLSBAD RECLAMATION RULES & REGULATIONS H)R CO'-ISTRUC:TION OF"REC:U\IM[D WATER l~AINS" DATED OCTOBER, 199,3. :2. DRINKING FOUNTAINS SHAU_ BE PROTECTED FROM SPRAY OF RECLAIMED WATER. B[ST MANAGEMENT f'RACTICES SHALL BE USED TO MINIMIZE RECLAIMED WATER ENC~IOACHME~IT ON PU3UC 1° ACILITIES SUCH .AS f'ICNIC TABLES, BEIQ'S, pI_AYGROUNDS, SAND TOT LOTS, ETC. ,3 BEST MA~IAGEMENT PRACTICES SHALL BE USED ro [LIMINATE OH CONTROL TO THE El[ST EXTENT POSSILBE PONDING, l~UI\-OFF, OVERSPRAY AND MISTING. 4. fiOSE 13IBS A.RE STRICTLY F'ROHIBITE:D. :i 0I~-SITE Cl,OSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POT NILE WA.TER UNES IS STRICTLY l'ROHIBITED. l:i. NO SLJl3S Tl TUTICIN OF l'IPE MATERIALS WIU_ I3E ALLOWED WIH,CUT PRIOR Af'"ROVAL OF THE CITY OF CARLSIJAC MUNICIPAL WATER DIS~RICT, 7 ALL ON·-SIH~ l:::,IPES SHALL. HAVE WAffNING TAPE PER CARLSBAD MUNICIPAL WATUl DISTRICT'S RULES AND REGULATIONS, 'f 8 T,•,[ IRl"G-~TION SYSTEMS SHALL RUN BETWEEN fHE HOURS OF ID:00 PM. AND 6:00 A.~. THE f"OLLOWl~IG MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFTU,ENT TIME WITH QUALIF.IED SUPERVISORY PERSONN[L). !l. PROVIDE 1\ MIN MUM IJF AT LEAST 18 INCHE:S OF COVER OVER ALL WIRING AND PIPING. ICI. l~ON D[SIGt,ED USE Al,EAS SHALL BE PROTECTED f"ROM CONTACT WITH RECL/\IMED WAlTR, WHETHDi 13'( WINDBLOWN SPR/1Y OR BY Dll,ECT APPLICATION H·IROUGI·, IRRIIGATION OR OTH[R USE. LACK OF" PROTECTION, Wl-11::H,ER BY DESIGN, CO\IS"l,UCTI0N Pf':ACTICE 01'< SYSTEM OPERATION, IS STRICTLY f'ROHll3IT[D. 11. IIRRIIGATION I-IU•DS SHALL BE RELOCATED OR AIJ,IUSTED TO PREVf:NT OVER SPRAYING ot•I SIDEWALKS, STF?EETS AND fJO\J-DESIC:NED US[ AREAS, 1,: RECU\IMED WATEF: QUICK COUPLING VALVES S'-IALL BE OF A TYPE DESIGNED f'OR USI: ON RE:CLAIMED Wt•TER DISTl"BUTION SYSTEMS (SPIKES NOT INTERCHANGABLE WITH F'OT ~,BL[ WATER OLIICK COUPLER Sl"IKES) l'ER THE CITY OF CARLSBAD MIJI\IICIF"AL WATEF,: DISTRICTS fi'.UL[S AND REGLLATIONS. 1J. METE:R::, ~;flAI_I_ m: SIZED E;Y Tl<E :HY OF CARLSl3AD MUNICIF'AL WATER DISTRICT, 14. ALI .. IFll,IGATION F'IPE SHALL. flE STENCl,_ED WITf-J THE WARNING, "NON··POTABLE OR F':[CLAIMED WATER", COLOR·-CODED (PURPLE) AND LAID WITH WARING TAF'E At,D STENCILING CJRIE:NTED TOWARD Tri[ "'OP OF" THE Tl~ENCH PER THE CITY OF CAl?L.:RAD MUf\llClf'AL WATER DISTRICT':,; RULES AND REGULATIONS, 1:,. ,i\U_ POT ABLE WAT[R AND Rf.:CLAIMED WAT[R PIPING SHALL BE INSTALLED WITH P,E STENCILING ORIDrED TOWARD Th[ TOP OF THE TRENCH, 1Ei. WHEN A f'OTAElLE WATER LINE: AND RECLAIMED WAT[ll LINE CROSS, THE l~ECL.I\IM[DLINE SHALL BE INSTALI_ED WITHIN A PROTl:CTIVE SIEEVE. THE s:_l:EVE SHALL EXTEI-.JD '10 FEET F'ROM [ACH SIDE, FROM THE CENTER LINE OF f'OTABl.E LINE, 0 0IR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZON-AL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WAlTF, MAl'JS MUST BE: MAII-.JTAINED AT AU. TIMES. Tl-IE POTABLE LINE MUST BE lf\ISTAI.LED ABOVE THE RE:CLAIMl:D LINE:. 18 A I~II-.JIMIJM OF 12 INCH[S OF 1/El~TICAL SEf'Afi'.ATION 9ETWEEN UTIIS'IES MUST BE M1'.INTAl'J[D AT AI_L TIMES. * "19. IJEVELOF'EFI/CONTRACTOR SHALL CONDUCT A CROSS-·CONN~C:TION TES~ AND A COVl:l,AGE TEST A'S DIRECTED BY THE CARLSl3AD MUNICIPAL WATER DISTRICT ENGINEEFS: OF: THE S,,N ()IECO COUNT'( DEPARTMENT OF El~VIRCNMENTAL HEALTH P'llOll TO ANY US[ OF RECLAIMED WATER :zo. (lU CK COUPLING V /\LVES USED IN RECLAIME:D WATER SYSTEMS SHALL HAVE ACME T'("F THREADS (SF'IKES NOT INTERCHANGEABLE WITH POTABLE WATE:I, QUICK COcll"L[R Sl0 If:[Sl ANO f'URPLE COLORED L.OCKlf\G COVER'., PERMANENTLY ATTACHED T:) THE VAI_VE:. QUICK COUPLING VALV[S Sr-l~LL flE NELSON NO. 7645, HUNTER N:), HV"IOOA-F(L ·1-.JP 0I~ Al'Pl"lVED EQUAL, :!I T,,E R[QUIREI: CROSS-NSPECTION SI-IA._L BE DOI,[ BY EITHER THE CITY OF CARLSBAD MIJ\JICIF"AI_ WATEF: DISTRICT AND/OR S11N DIEGO COU"-ITY DEPARTMENT OF ENVIRONME:NTAL Hl:,~LlH. COl0IES OF INSF'ECTION REPORTS WILL BE FORWARDED TO THE NON-NSFEGTING !'ARTY. * :?.:2. DEVELOPER SHALL SHOW THE LOCATIONS OF R.C. SIGNS "DO NOT DRINK" ON THESE PLAI\S. *21 AN ON-SITE USER/SlJl>[RVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL :;HALL flE FAM,LIAR WITH PLUMBING SYSTEM WITHIN THE f>fOPERT'Y. WITH THE: BASIC CONCl':PT'.,; OF. BACKfl_OW/CROSS CONNECTION l'RO-"EGTION ANO THE SPECIFIC REQUll'1UAENTS DF A RECLAIMED WATER SYSTEM. COPIES OF fHE DESIGNATION WITH CO\JT1\CT PHOf!E NLIMBEF6 '.::HALL BE I°ROVIDED TO TH[ SAN l)lf.:GO COUNTY DEPI\FnMENT CW ENVIRONMENT AL HEALTH AND THE CAl~LSEIAD MUNICIPAL WAlTf< DISTRICT DAIIE l.011 l!'C 7~NO IN CAISE OF EMERGENCY CONTACT DAVI!; I.OT1-ER AT 713-2580 ,~FTER HOURS CONTACT 24 51,0W ALL F'OTABLE WATER LINES ON THE PLANS. 0I~ FWCL/1IMED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VAL.VE I30XE:S, ETC.) SclALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SE:CTION 41)49.54 OF THE CALIFORNIA HEAL TH •~ND S.AFETY CODE. * ITEMS NCl'~i 8, 19 AND 2.3 SHALL BE Rt:QUIRED JUST l>RIOR TO THE ACTUAL cJS[ OF l~ECLAIMED WATER. ITEM NO. 22 THE SIGNAGE PI .. A\J SHALL BE A PART OF THIS 1.P. I3dT THE SICNS AND TAGS WILL Bf.: INSTALL.[() JU'.iT PRIOR TO /\CTUAL USE OF RCCLAIM[I) WATER. ' SIGNAGE NOTES THE l<IL.l.OWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PEF:MANENTL Y l>OSTED INSIDE Tl-iE DOOR OF. EACH CONTROLLER WHERE THEY A;~E LA'.::ILY V'SIBLE. l~LACE Ofl A 8~12" ): 11'" SIZED SIGN CCIUJR: PURF'l.E BN:KGROLJND WITe' Ell.ACK LET TEF<ING. r BLACK LOGO r -PURPLE BACKGROUND 36" 1" BLACK LETTERS WARN! G RECLAIMED WATER DO NOT DRINK R CLAIMED WATER AVISO -AGUA IMPURA N TOMAR r 12" X 36" SIZE .016 ALUMINUM'r.060 ABS PLASTIC OR S ICK-ON VINYL SIGNS, 1" BLACK LETTERS ~-2" BLACK LETTERS 96-016 RANCHO CARRILLO VILLA(;[ 'o' ·· 1D/1~i/96 RECLAIMED WATER SYSTEM (PRIVATE) LO N CY) VILLAGE 'O' GUIDELl.NES_FOR RECLAIMED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A,M. ONLY. WATERING OUTSIDE THIS TIM[ FRAME MUST BE DONE MANUAl.L Y WITH QUALIFIED SUPERVISORY PERSONNEL ON'.31TE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAl_ SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMZE RUN-OFF, POOLING AND PONDING. THE APl'LICATION RATE SHALL. NOT EXCEED THE INFILTRATION RATE OF THE SOIL, TIMERS MUST BE ADJUST[() SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL. INFILTRATION RATE F'RESE~IT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCf,EDULING Clf" THE AUTOMATIC CONTROL CLOCKS, I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UF' THE TOTAL IRRIGATION TIME INTO CYCLES THAf WILL F'ROMOTE MAXIMUM SOIL ABSORF'TION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF-TH[ CUSTOM[fs FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, PRIVATE LOTS, STFlEETS AND SIIJl:WALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAIL.URE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD EIE REPAIRED AS SOOI"-< AS THEY BECOME APPARENT. 5, 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: HAN() 01'-1 TOOL WASHING: AND ETC. GIVEN THE HIGH TURNOV[R RATE OF EMPLOY[E:S IN TH[ LMmSCAPING INDUSTRY, IT IS IMPORTANT THIS IMFORMATION BE DSSEMINAT[I) ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH A'JD EVERY ONE OF YOUR EMPLOYEE:S, 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AN[) MODIFICATIONS TO ANY f'RIVATE ONSITE FACILITIES. SUCl-1 CHANGES MUST BE SUBMITTED TO, AND APPROVED BY. THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7, AU RECI_AIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH 3" X 4" IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4". PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER -[10 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 ENTEl,PRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS 0 ATTACH TO VAL VE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR '.!. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PL.ASTIC TIE-WRAP OR J. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRl'-IKLER HEADS SHALL 13E 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 SPAt<ISH, WITH BLACK L.ETfERS (1) INCH filGH ON A PURPLE BACKGROUND. Tl·!E SIGN SHALL BE PLACED SO THAT IT CAN SE READILY SEEN BY ANY OPERATIONS Pl'RSONNEL UTILIZING THE E ()UIPMENT. INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE· A, LOCATION OF PIPE LINES. 8. TRENCH DEPTH. C, REQUIRED SEPARATION (HORIZONTALLY ANO VERTICALL.Yl. D. PIPE ID[NTIFICATIO'i E. POINTS-OF-CONNECTION (POC'S). f', LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. G, WARl'.ING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER IIF RECL.AIMED WATER IS USED FOH CONSTRUCTIONJ. AN Af'F'ROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OST AINEO FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO TH[ COUNTY DEPARTM[NT or ENVIRONMENTAL HEAL TH PRIOR TO FINAL INSPECTION AF-'PROVAL. 2. DISTRICT FINAL INSPECTION SHAI..I_ INCLUDE: 3, A. 8. c, D. E, F, C. COVE~AGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE Al)EQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. WARNING SIGNS AND LABELS. QUICK. COUf>l_lNG VAi .. VES. A._L ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING, REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. REQUIRED PROTECTION OF-WE:L_L, STREAMS, RESERVOIRS, ETC_ CROSS-CONNECTION. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B•AND PART G OF THE DISTRICT FINAL INSF'f.:C:TION, REVISIONS MUST BE APPROVED BY THE PUBLIC HEAL TH ENGINEER, CITY PLANNING OIRECTOR Ai'.D DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN F"IEl.D. ... " WARNING RECLAIMED WATER DO NOT DRINK AVISO -AGUA IMPURA NO TOMAR 18" X 18" SIZE .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS. (In OF l)h_M-1:".10[ Mlli/'8 ... ~ ' ~, (1lt l'JF 'll~tA ...,,,-ll'flOJIECT LOCATION no,....--t1'4,,P#Wi ~ VICINITY MAP NO SCALE ' ' .,,,,-- I I I Meter #11 (Exl:lllng) et road station 117+30 Melrose Drive Hydraulic Gradient Elevation at P.o.c. Static Pressure Discharge Min. l..l..i gpm Max. 660 ft. 376 II. 123 psi. ILll gpm Existing 1·1/2" reclaimed water meter on 2" service line Existing Existing New 1-112·· Baekllow Prevl!nter & Wye strainer 2" Mastl!r valve 2" flow meter -- C.M.W.O. TITLE SHEET LANDSCAPE TITLE SHEET IRRIGATION PLANS IRRIGATION LEGENDS & NOTES IRRIGATION DETAILS IRRIGATION SPECIFICATIONS IRIGATION CALCULATIONS PLANTING PLANS PLANTING LEGEND & DETAILS PLANTING SPECIFICATIONS 1\/E": ,, --'CROSSOVER' OF POTABLE MAIIILINE BY RECLAIMED MAINLINE --I Meter #21 (New) at road staUon 40+~0 Carrlllo Way H ydrau lie Grad lent ElevaUon at P.O.C. Static Pressure Discharge Min . ..1.l.. gpm Max. 660 II. 331. 11. 142. psi. l!..ll gpm ExlsUng Existing Existing New 1-112" ••claimed water meter on 2" service line 1 ·112" Baekflow Preventer & Wye strainer 2" Master valve 2'" flow meter DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE Tl·,AT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 670'.I OF THE BUSINESS AI\D PROFESSIONAi. CODE, ANO THAT THE DESIGN IS CONSISTENT WITH CURREI\ T ST AND ARDS. • !UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMFNTAL HEAL TH IS CONFINE:D ro REVl[W CINI. y AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK. OF MY RESPONSIBLITIES FOR PROJECT DESIGN. .. .. .. " II N Note: New ]-J/2" waler mater for existing Irrigation system se" Landscape Improvement drawings for Melrose Drive Rancho Carrillo Profect HOP. e 1-17 DRAWING NO. 331·1 L for continuation of Tem ora lrrl atlon S stem. LE END ----- liffil • EXISTING POTABLE WATER SYSTEM EXISTING RECLAIMED WATER SYSTEM PROPOSED RECLAIMED WATER SYSTEM RECLAIMED WATER CONNECTION POINT METER AND BACKFLOW "RECLAIMED WATER• 00 NOT DRINK" SIGNS• SEE THIS SHEET (12" X 36") TYPICAL ( 10 EA.) PLACES BALL VALVE l.andaoape Archlleclure • Planntn1 La loll• Centre II II 9255 Towne Centre Drive, Suite 340 San Dle110, CA 92121-3002 619.550.1575 • Fax 550.1580 1 2 3TO4 5 6TO·8 9TO 11 11 12 TO 13 14 15 TO 16 11 O 1J Z.4 :21 fo tf., ~ REVIEWED BY: TITLE REVIEWED BY: I I 0 a: I I OF POTABLE MAINLINE D MAINLINE SCALEI 1'•100' "AS BUil T" DATE INSPECTOR DATE THESE PLANS HAV[ BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APF'ROVED LANDSCAPE CONCEPT PLAN, WATER CONSER ION PLAN, FIRE PROTECTION PL.Al\. AND AL ONDITIONS APFl OVAL RELATED TO L.ANDSCAPING, CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPER'S NAME: ______________ t-~s~n=e=et;--'-"'T'-'--"=--=.;.;.;..aa...a'-"-'-=--'-'-'-'-"-=-'--''--'-'=--i;il;-"--'";.=;:--1 CITY OF CARLSBAD Revisions r be approved by Public Health Engineer, City Planning Director & District Engineer prior to imprementotion in field_ DISTRICT APPROVED CHANGES ADDRESS:------------------1 t'l>Wt-:i1>-.l<!f DEPARTMENT PRIVATE IONSITEI RECLAIMED WATER SYSTEM FOR: TELEPHONE: RANCHO CARRILLO'-¼,. DATE PLAN PREPARED: BY: BENCH MARK VILLAGE 1 0 1 C,M,W.D, JOB NO, 93-50~ :·/.,.•_:,~~~----:-----""."----------------------------------..;-----------------------------------------------------------------------------------------.;..-------------------------------~ '. I· .~1·,~ \. . , ... . . . ,,: ,. ' . 1·: '· \ . ',·' 1' ... .. ' I . ,' -. . . ' ~, .. ' . ' LANDSCAPE IMPROVEMENT PLANS FOR: CITY OF OCEANSIDE H•C.~fWAJ , 1fJ .. RANCHO CARRILLO VILLAGE ?9099 CllY OF VISTA ~~PROJECT · •" LOCATION . N NOf 10 SCALE P~CIFIC OCEAN :, J CITY OF [NCINI TA S ·v,clNITY MAP NO SCALE 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.1. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM, VERIFICATION SHALL BE MADE WITH THE APPROPRIATE WATER DISTRICT. 3. 4. 5. 6. 7. . ' ' . ' i ALL REDUCED PRESSURE BACKFLOW PREVENTERS 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. 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. IRRIGATION; A. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 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. SLOPE PLANTING STANDARDS: A. SLOPES REQUIRING EROSION CONTROL MEASURES AS SPl'!CIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: 1. 2. 3. 4. STANDARD #1 -COVER CROP/JUTE MESH COVER CROP SHALL BE A SEED MIX TYPICALLY MADI! UP OF QUICK GERMINATING AND FAST COVEAING GRASSES, CLOVERS, AND/OR WILD FLOWEAS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PIROR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE ANO MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (JO) DAYS. TYPE OF JUTE MESH SHALL BE AS APPROVED BY THI! CITY AND STAKED TO THE SLOPE AS RECOMMENDED BT THE MANUFACTURER. JUTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE REMAINDER OF THE YEAR, THE COVEA CROP AND/OR JUTE MESH MAY BE USED. 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). STANDARD NJ • 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), 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. _._;,.___ . 1 0. 11 . 12. 8. c. KEY MAP LEGEND STORM ORhlN hNO APPURTENANCES ----------------- PROJECT BOUNDARY AREAS OF APPLICATION • SLOPES 6:1 OA STEEPER AND: 1. 3 FEET OR LESS IN VERTICAL HEIGHT AND AAI! ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE A MINIMUM STANDARD #1 (COVER CROP AND JUTE□). 2, 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. 3. IN EXCESS OF 8 FEET IN VERTICAL HEIGHT fH:OUIRE STANDARDS #1, #2, #3 AND #4. SPECIAL CONDITIONS 1. AREAS GRADED FLATTER THAN 6:1 REQUIAE STANDARD #1 (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: 1) SHEET GRADED PADS NOT SCHEOULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. 2) A POTENTIAL EROSION PAOBLEM AS DETERMINED BY THE CITY. 3) IDENTIFIED BY THE CITY AS HIGHLY VISIBLI! AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. D. AREAS TO BE HYDROSEEDED SHALL FIRST Ell!! DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEED BED. SLOPE IRAIGATION STANDARDS: A. B, WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANENT, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTION E.3•1 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL PIPE 1. ON GRADE PIPE IS NOT ALLOWED UNLESS IT IS DEMONSTRATED TO THE SATISFACTION OF TliE CITY THAT THE ROCKY CONDITION OF THE SLOPE WOULD PREVENT TRENCHING. IN CASES WHERE ON GRADE PIPE IS ALLOWED, IT SHALL Be iHE GALVANIZF.D TYPE OR UVA RESISTANT PVC APPROVED BY THE CITY. LETTER OF CERTIFICATION (INSTALLATION): A. THE LICENSED DESIGNER OF RECORD FOR All THE PROJECTS REQUIRING LANDSCAPE PLANS SHALL SUBMIT A LETTER TO THE CITY STATING THAT TtlE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS ANO SPECIFICATIONS. AS-BUILTS: A, PRIOR TO RELEASE OF BONDS, AS-BUil T LANO SCAPE PLANS FOR THE BONDED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE': CITY, B. c. D. E. CONTRACTOR SHALL DRAFT AS-BUILT INFORMATION ONTO HIS FIELD SET AS WORK PROGRESSES, CITY INSPECTOR SMALL APPROVE CONTRACTOR AS·BUILTS BEFORE TURNING THEM OVER TO THE LANDSCAPE ARCHITECT, ALONG WITH THE CITY MYLARS. LANDSCAPE ARCHITECT SHALL ADD AS-BUil T INFORMATION TO CITY MYLARS AND RETURN THEM TO THE PLANNING DEPARTMENT. PLANNING DEPARTMENT SHALL REVIE'W AND APPROVE AS· BUILT MYLARS BEFORE ORDERING PAINT PACKAGE. 'o'f~ve / --~ A" __ ___ KEY MAP SCALE I'= 200' SHEET INDEX SHEET TITLE SHEET IRRIGATION PLANS IRRIGATION LEGEND & NOTES IRRIGATION DETAILS IRRIGATION SPECIFICTIONS IRRIGATION CALCULATIONS PLANTING PLANS PLANTING LEGEND & DETAILS PLANTING SPECIFICTIONS f~ ~ ftA.1-l'J ~o...i f'lA.J ~zr~~~J.11-., er toJ.WnZ.~ "-'fl?C..lr!CA."floN ";;? IR~0-.1 fl_J,.i.,i".;7 lff.16f6-TIOI-.J ~.~~ f ~lft.TlolJ,- lm4'6-110IJ WIP-\L-~ lf2l'!..1¥-tlc>N ~f'tc..41of..l"? -flM.JfllJq-fl_A+.l fj_.bl,Jft~ 1.E-6J19JD~ ~.kH-°' fl..M-rn\J4r ~f1U.1lot,..J"7 SHEET NO. 2 3·4 5 6-8 9 -11 11 12 -13 14 15 • 16 11 ~ .. :,a,. 11 le.-l"I itJ· '2.2.. io/ t4;- 'lF;-'2.&, '1..7· '2-6 2:'f '?0 e,1 -'!11.. REVl[WE.0 BY, ,, '/ ' \. ( "AS BUil T" DATE DRAWING NO, 348-SL CMWD 93-506'. / '" J~, " - I c ,' ,..,,,, "-,., ,·, ,: ,,} METER #11 (EXISTING) ATJOAD STATION,117+3°cJ\\ELROSE,,l)filVE HYDRAULIC GRADIENT 660 FT.. . . " ' ELEVATION AT P.O.C. 376 FT. , STATIC PRESSURE 123 PSI, DISCHARGE MIN . ..11.6_ GPM MAX. Jl.Q_GPM 't' §2.;STATldN CONTROLLER-la.A (PERMANENT LANDSCAPE VILLAGE HpA) /\'" ... 42._STATION CONTR(')LLER !4.(TEMPORARY-RELdCATET0,10'+50 CARi'\i~pWAY) EXISTING NEW EXISTING EXISTING 1•112" RECLAIMED WATER METE:R'Oli2•.· SERVICE.LINE' 2" FLOW METER ' ,,.,·,~ .. ,,,,.,, • 1-1/2" BACKFLOW PREVENTER DEVICE AND PRESSURE REGULATOR ON 1-112" PLUMBING 2" MASTER VALVE SET AT 100 PSI, ( -, 'G l \_J-.. ), . _, MET-ER #21 AT ROAD STATION 40+50 CA.RRlLLO WAY HYDRAULIC GRADIENT 660 FT, ELEVATION AT P,O.C. 331 8FT. STATIC PRESSURE' , 142 PSI DISCHARGE MIN _iLGPM MAX. M..a_.GPM I I ' I I 42._STATION CONTROLLER RELOCATED .QQ (TEMPORARYLANDSCA-PE-CONT.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 2" MASTER VALVE SET AT 100 PSI. ◄O 20 0 ◄O GRAPHIC SCALE l':40' BENCH MARK 80 DESCRIPTION• STREET CENTERLINE MONUMENT LOCATION• STATION 249+07.56 P.O.C. ON EL CAMINO REAL. RECORD FROM• COUNTY OF SAN DIEGO Rl800 (249+07. 56) ELEVATION, 307.874 DATUM, M.S.L. DATE INITIAL ENCIN£ER OF WORK fP,1-'1~ lffi¥Tlbf.J "?1-l-f J.lb. • boO O"IJ?-. REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL DATE INITIAL CITY APrnOVAL 11,,-011; ENNIS Y, OTSUJ I RLA 1557 EXP.3' REVIEWED BY; L.thck INSPECTOR \, LANDSCAPE IMPROVEMENT PLANS FOR: RANCHO CARRILLO . VILLAGE 'O' OWN BY: ---PROJECT NO. I DRAWING NO_ CHKD BY: --CT 93-08 348-5L RVWD BY: CMWD 93-506 \ --- M>,tH.UHt:S-to'~o, 0 ' -~------ 20 0 40 GRAPHIC SCALE 1'=40' ao BENCH MARK DESCRIPTION• STREET CENTERLINE MONUMENT LOCATION• STATION 249+07.56 P.O.C. ON EL CAM 1 NO REAL. RECORD FROM• COUNTY OF SAN DIEGO Rl800 (249+07.56) ELEVATION• 307,874 DATUM• M,S.L. Landscape Arct{itecture • Planning ,La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 ------ S Y. OT. RLA 1557 EXP . .1' REVIEWED BY: [~ekk INSPECTOR _ l:JJIL T" HEETS '?2. CMWD 93-506 - ' u 0. :,, ' Q ·- " t-o ~ C) L 0. ' L w " (ig) V ,I. T. PRODUCT 920 SOt!TH ANOREIISEN Dill VE • 106 ESCONDIDO, C>lFDRNIA (6191 480-6702 ' _, "' 3 ... SHRUB HEAD STAINLESS STEEL V,l,T. SPRINKLER TIE WI PROTECTIVE VINYL TUBING <2 EA.l REQUIRE. ANTI-DRAIN VAL VE OR --.._ __ ~CHECK VAL VE SCHEDULE BO PVC RISER FINISH GRADE MARLEX 90 STREET ELL ----!P::..:-V~C_1LAT[RAL ,:..;PIP,_,E=--- PVC SCH 40 TEE OR ELL NOTE: SPRINKLER HEADS WITHOUT FACTORY INSTALLED ANT I ·DRAIN VALVE SHALL INCORPORATE AN EXTERNAL FLOW SHUT-OFF VALVE AS A PAIH OF THE SPRINKLER ASSEMBLY. SCHEDULE 80 PVC--~ NIPPLE 6' MIN. PVC TEE 2" MIN. w=w. ==ITT --rn illn ~--FINISH GRADE i----6' POP-UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE SCHEDULE 40 PVC THREADED 90 ELL ,---PVC LATERAL LINE GEAR ORIVEl'l SHRUB ROTOR~ CHECK Y AL VE OR COUPLER USE FACTORY INSTALLED CHECK VALVE IN HEAD 11' AVAILABLE-~ ¥◄" SCH. 80 PVC RISER 12" ---TWO STAINLESS STEEL HOSE CLAMPS W/ PROTECTIVE VINYL TUBING NOTE: WALK/CURB BOTTOM or SLOPE ALL LATERAL LINES AND FITTINGS SHALL BE 'ALERTLINE OR EQUAL' V.l,T. PRODUCT 920 SOUTH J.NDREASEN ORIIIE, •106 ESCONDIDO, CA (619) 460·6702 FINISH GRADE --'- SCH.40 PVC FITTING -- 12' POP-UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE ""'---¾• INLET (TYP.) ·--~~--SCHEDULE 80 PVC NIPPLE 6' MIN. 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 @ 12 11 POP-UP GEAR DRIVEN HEAD ON SLOPE 0 --------NO SCALE 5.5 .. 95 f'\IC 1--'WIJ UUt P\ra:---1 .5:::.tl l:tJ f'\t Mlbf"TEIZ fr?\ QUICK ~ NO SCALE 12"-1B" FROM EDGE OF r-'-' ~C;BS• W"'-KS, m. QUICK COUPLER VALVE RED BRASS RISER 1.,.-_____ fil!LfJElli_J:_Q_l,J.fl.Jllii_ RED BRASS NIPPLE 4" LONG , ___ ,___.fil.Q._BR.A,:iS 90 ELBOW t.+NIO'l,n.j fO ~li<t':D COUPLING VALVE FEMAI-E' ~ __ J9..::l"l~l! LINEAR LENGTH OF WIRE,_C_Qtl,,.~Q. ..--~W~A~TER PROOF' CONNECTION (1 OF 21 10 TAG _ _:i.~ VE BOX WITH rume kIP FINISH GRADE/TOP .OF _MULCH ~ __ REMOTE AONTROL VAL VE ~ PVC SCH 80 NIPPLE (,QJJ~t,L. PVC CH_ 40 EbJ- ,.---'P,,-,'(G_~C::!I 80 tj_lPPL E <LENGTH AS REQUIRED) PVC MAINLINE PIPE ___ e.Y_C.,.SCJ:i__Ml IEE OR ELL ~__._P y_C__S~J:L .. BCLlJ.NLQt-1 __ _ _f.YC ... 51'..Ra2.1.1.1.el3d:; ..... __ J~'... MINIMIJM......DE.P T H ... .O.E. Y•" WASHED GRAVEL ® REMOTE CONTROL VAL VE F .------ NO SCALE COMPLETE ENCLOSURE ASSEMBLY AVAILABLE FROM: HYDROSCAPE PRODUCTS, INC, 5805 KEARNY VILLA RD. $AN DIEGO, CA 92123 16191 560-6611 ·---------' ',z" TO 54" COPPER GROUND I NG ROD, CONNECT TO 11OV OUTLET W/ #14 COPPER DIRECT BURIAL WIRE LOW VOLTAGE CONTROL WIRES IN 3" DIA. PVC SCH, 40 PVC SWEEP ELL • z -:I ' (0 . • ::2: "' --:I 0 0 0 0 0 0 0 -----+---lf-·.c. 0 I @ "RAINGUARD" AUTO-RAIN SHUT OFF DEVICE WEATHERPROOF, LOCKABLE STAINLESS STEEL CONTROLLER ENCLOSURE AU TOMA T lC,_CONTROLLER SEE Pi,,,ANS & LEGEND FOR MANUFACT,, MODEL# AND SIZE, ON-OFF DISCONNECT SWITCH W/11OV OROUNDED OUTLET TERMINAL STRIPS F IN I SH GRADE MOUNTING FLANGE W/BOLTS TO BE SET IN CONC, PAD WI MIN, THICKNESS G" 11OV ELECTRICAL SERVICE -IN RIGID PVC DR METAL CONDUIT SLEEVE TO POWER SOURCE © CONTROLLER ENCLOSURE G ~---------NO SCALE 11 AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RLA_ EXP. ,,_ \.. I\. J.tnmocape ArchlleolUre • Pl■nnln1 .. LOCATION OF PLANTING La Jolla Centre ti REVIEWED BY: I 0200 To,.ne Cenlre Drive. Suite 340 AREAS • • San DI•~,°• CA 92121 ·3002 -'W \ &19.660.16 6 • Fu &eo.1eeo INSPECTOR " CT] CITY OF CARLSBAD --· ·-_,_ PLANNING DEPARTMENT . -----·----IRRIGATION DETAILS FOR: RANCHO CARRILLO --VILLAGE IO I ---~ 96-016 DATE DATE -SHEETS' ~~ - APPROVED --/jj,f_U -~~17-'lZ --· ASSISTANT PLANNING DIRECTOR DATE ,.,,.,18 OWA __ 11\~I?[!: ?1-lf'• f.dP-, , t.,711!.Qdl I ~ PROJECT NO,~ [□RAWI NG NO. OWN BY: ____ DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY: REVISION DESCRIPTION --·--CT 93-08 348·5L ENGINEER OF WORK OTHER APPROVAL CIT1 APPROVAL RVWD BYI ......... ·-·-··-- -----·--""'""""'"" .. _____ , ___ , ___ , ___________ , ____ , __ ,., ___ , __ , __ ,_, _____ , ____ , ___ ,_, ____ , _____ ,,. ______ , ______ .,. __________ , ________ 11■■1 ____ ~_"" ______________ , ______ , __________________________ ,. _______ , __________ , ___ , __ , ___ , __________ ,~---------- REDUCED PRESSURE TYPE PRESSURE REGULATOR . . . . "·-·-·-·-·-·-·-i' BACKFLOW DEVlCE ASSEMBLY / ( SEI: SPECS. ,!, LE.()E.N.-"-1)-'-)--,,., 3" NIPPLE B~IONZE STRAINl:;1\? / / BRASS UNION :i " ~I I: PPL. E -··-·-.. ······~ ", ........ " . -·-···,··~ B" MIN.- ;,iL_J__ . . ..__ ' I ',, ITT, / I / ,ij [~ ;,~~~:~' !1 D-./ I .I -,.~---'i ,it ' -r-'-lo · r~( · u 11,1 I . z '"' ,,.. .. -r.:c " :z: =-~ ~i IKT['i: I. ALL RISrns. UNION, ,:1..BOWS, ,\NI) NIPPLES ,,HALL El!: ll[I) 1:1R,ISS ;~,, CLOSED NlF'PL.~:~, SHA.L.1.. t--lDT l:iE USED l, TEFLON TAPE'•( WIDE SHALL BE USED □N AL_ THREADED CONNECTIONS. 4-PROVID~ CAP PLUG FOR CLEAN ou· VALVE 5. CONCRETE PAD SHALL BE 16" WIDE r,. BACKFUJW PRFVENTHI ,\SSEMtll..Y SHAL_ BE TE:,,TED LIF'DI•; INSHLI.ATIIJls BY A CERTIFIED BACKFLOW DEVICE TFST~R, CONTRACTOR SHALL PROVIDE THE ENGINEER WITH WRI-TEN TEST RlSULTS COMP_ETED BY A CERTIFIED TESTER PRIOR TO THE BACKFLOW ASSEMBLY'S ACCEPTANC[ BY THf ENGINEER. 1. 11..JSTL>LL i"8'< C.Ml-Jt:> ::,,:z,J,JD!,.120 DI--.JGi, ,1 W-u> c:).E--[)IIJ(-··E~IJ f:ifi1E-c~·c1 JF)E" 1:~3 "(~'l<'IFI ()1N FJiRe\/E~·1TE'F> r"\_ ........ , ... ,_.,).,..) ... \ .... ,.f-~ .. ,. ,_i...\ \E, • .,\J .\ ,~-.. , \A I / II:, c:, E~ c-,,,, l I R E.. If~> c:~· 1(' I l l A·1· () R1 CONCl~EH, F'~,D (<I" MINI '·~--~·· .. -~ ·-·-········· F !NII.SH GRADE JUMBO PLASTIC VALVE WITH :2'-6'' EXTEN, AND lOCklNC f'l]t;?M....~ LID. ( IL l ~L "'I 1"1, ·-.:::i,::,.. ... ,[._ .. ~ ·--. ' 1.. ,1·-· )r·-~;c~s~:~~LE-·--·--·--·--·---·---""· ... -,.--,-·----·----·-·----·--·---------·--·---·-----.... ----·---------·----.. -------·- ~ ..... _ ....... j FOR BALL VIILVES 2--1/2"' 8, LARGEH IJSE RECTANGULAR TH[RMOPLASTIC V>J..1/E BOX VALVE f.30)( WITH ~ l..lD FINISH (WADE/TOP 01° MI.JLCH ElRICf< (1 OF 41 2'-0" TOP CW PERM. FINISH GRADE: WHEN SHOWN AT TOP cm PL.AN. TWO (2) CO~JOUCTOI~ SHIELDECI CAl3LE GCINNECT.. TO TRANSMITTER --------1" IN TURF AIRE AS 2" IN SHFIUIB Al?E AS PERM. FlflISH GRNlE --FINISH Gl~ADE: EXTENSION JUMBO BO)( .... ~~----~·-~ -·~·--· Sl7.E 9C IIU!l'S ~II 11: .. DI iit••1 I~ 11:~Q~ TEB:•I i;»•~ !:Roi;'!;ES ~-• • " • ' B ' ' -i·r I} ' ' 3&4" -5-,,----9--;1 --.en· 6;:; i---0: -·£;;· ·-i~w-· ·15-,.--:i:i ·su--·i;r· ..::6" -·rr -~-·· -'ir" -rw ·r:f• -·a· --if" """ij•-=::rn:, :;rn• ~·-a-;:~ •Y••s•~• ii} -er, -·r1" -~;, -s' _i][ r-f; ~·9·~~ ·-1r•· "·---i: ·---.J~-12 2·1 s·· 10 -io--=:rt: __ ....!,. =J]~ • ·1·1·' --,4, ·-;-,·~ -·,·2: i•I 1 :~ 5" 10' -·-~~" :j•l --·-r·-f; -·1;;• 12 "' HI '' ,., i1 H' 16 ,., 14' 1 ., :)6-016 .---------------·-~---------------·-----.... ,..---.. 11 t\S ElUil_Tu APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PREC:I~,E: LOCATION OF' PLANTING ARE;A:3 D/\T[ Ru, _____ 1:XP. ____ _ ·-------------------1 11[VIEWED EIY: I Nc,f'ECTDI, -----· ·---....... , .. __ ,_.,. _______ , ______ .. ____________ .,__ ---·-----------_..,.. ..................... ;::':::====-====-===-----·----·,:-_:,,...c:_-; ::::==~::::=:::::::._-.... _ ........ _--=======-=--=--=--=--=---=--------_-_---+-+----_-_-+-+----_-_-~---_-__ -+-___ -__ -, __ ---1__ I Sf~~ T I CIT'( 0 F~ CARLS 8 AD •j ~rr~ '-" PLANNING DEPAIHMENT I "/~. •-•-~-•-•-• ,•e•••••~-1-------------------+----+---+---+------l ======.::!. ~-----------.... ______ . -------- --·---'···· .... ----------+-------------~-----+---+----+---+--------l ----,1-------1-----------------+---+-----·~·-··-·-·---1-------< [RRIGATI □N DETAILS FOR: APP'\OV[IJ RANCH:O CARRILLO VILLAGE 'O' ___ , __ , _____ , ___ , _____ , ___ -·-----·-·------·--·----·---·---------·----------·---- --·-----·--·--·---· ... -... ---·-----·-----·----■---·-----·----·--·---·-·------·--------·-----·----·---·---... ---·----·---·---·---·-·----■-------·----------------·----------------·----------·-----------·---... ---·-----·---·---·--.. --.------------·---"'"------------------------·--~-----~--·----...J CMWD 93-506 -■-■----·----·-------■----·----·----·-------·-·--------■-----------■---------------11111-••-1111---""~-,.------■---------------·----------------·----,--,---------------·--·--------- , ____________________ ,_,.., ___ , ____________________________ ..., ''~I FfVF ,_.I ,-'" · _, ,-CI-IP,F/T l;Of~ 11:;l~IG,1!1TION PIF'E AND WIRES •-•---•-•-•---•--•--•-•~ -•~•-•~~•-•----•""--•-•--a .. ,-----~•~I"~-----------~---•~-,,........,.•--~•--~-•~~--•-•--•-----•-•-•---•-•--•----•---•-•-F1 IF) E ~'C'HFDI ILE" ._), ., ·-· _, -40 PVC CONT~10l .. LE::f~ SCHEDULE 4 () PVC SLEEVE 'T7F ._) i_ -WIF?ES SLEEVE" <"i.'E .. ) L :_ -~·--·-·--~-·---~ .. ·--~--·-----·---·-·-·--------~------·--·--·-·----·-----·-·-·--·-·---·-·----·-·--·---·-·---·-·-3/4" 2" ·1. 18 'ii"' .. -~·--~----·-------~---........ ~~ -·----·-·-·~---~ .. --·-·--·-·-----·-·-·----·-·-----------·--·---·---·-·--·---·-·-·--·-·---·-·----·-·--·-·---·---·-·-1 " 2" ·1~1·'14 :ii,. \12 1 '' 1·'/," 2-~12"' '.25-3fi "1'11 ._, -~-~ .. -·-·-·----·--·--·-·-------·-·-·---·----·-·----·-·------·--·------·-·------·-----·-·-·-·---·-·-----·-·------1-1/it j" .37·4!! ,4 It ·-·---·-·-·--·--·---·-·-·---·--·--·-·-·-·---·-·-·---·---·-·----·-------·--·--·-·---·-·--·----~--·--·---2" 4'" 49-72 f II ) -·----·~-·----·-----·--·-·-·--·-·-·--·-·--·-·---·---;i ., 1,/.)" o.. ' I• 6" ·-·---·-·-·--·-·-~-·~·-·---~, ... ·--~·~---~-~~~-~-~-,~·-~--~ ·-----~~-----·--·~-·-·---·-·---·---·-·----·--·-·----·------·-·---·-·-'f." ·' 6" -4~ II 6" ·----~ ~-~-~~ .. ---·~-~---·-·-·-·---·----·--·-·---·-- NOTE: SlEEVlc Crl,l\l~T IS FORI HIE COl~Vl:.NIE:NCE TO THE C:01~ TRAC TOR. CCINTRACTOF1 SHl1LL l'l<OVIID[ ADEQUATE PIPE SLEEVE SIZE TO ACC:Ot.llMODAT[ TH[ INST AlLATIOl'J OF THE ll~l~IG.A Tl()N PIF'E .~NICI WIRES ·-·----·-·--·-·---·-·--~--~--~-----·--~·-~---------· --------------......... ~·~~-~-~-~--~~-~-----~--·-----·-·-·-·---·-·---·--·----·-- NOTE• 1,-·--STREET SURFACE / ····--r~~ff"E'"lT~=·--·--·----··--·--------··-·-· "' ===nr =:=:::11 =:=:n1 .-·--· POTABLE M-'JINL.INE i') I (SEE IMP~!()\l[M[NT DRAWINGS> til.L F/ECLAIMED W.~TER IRRIGATION PIPE ANO SLEEVES SHALL EIE: l'URPI..E AND LAllE:I.ED 1~S SPECIFIIE:r) IN• "STANDARD SPECIFICATIONS F0F1 PRIVATE IRRIGATIONI SYSTEMS' 'Ci>,Rl..SBJ1D RECl._.lij!AATION RULES AN() l~EGI.Jl~,TIONS FOR CONSTRUCTlm,I OF m,CLAIMED w.~TE:Ft M-'JNS'., OCTOEIER 11~9!1 CURB & GUTTER r----·------·---·-------------·---------·-- // r----S lllLI!.~-i;. i1 I lj_ _ _Af=--=-[ __ _ 10' MINIMUM TO f'IJTABLE ·-----·--·----·-·----· .-·-·--·-MA HIL l~IE IN :STREET .NOT!;;.: VERTICAL CLEAFIANC:E OF 12'' MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER 1. INE, INSTAL.1.ATllJN (JF RECLAIMED WATER IRF!IGATION MAINLINE 2~• FROM FACE OF SIDEWALK WILL PROVIDE THE·NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET, (p\ ~~o T Al? l:!: s~ EI~ VII(~ !~:-~~~;--~~-R () ~' ;:; !~g~_ "11-\~NO SC,l'Jl.E .... _ .... '\,'\ \ 1'0 IRRIGATION SYSTEM 1" SCHEDULE 40 PVC MAINLINE LINl[SS NOTED OTIHE~:WISE ______ , __________ , NO SCALE \.. ___ z... J:.1.18.!C_.Ef:E.I_llf_,. __ 3/'4" WASHED GRAVEL PVC SC:H.80 NIPPLE PVC SCH. 40 ELBOW ~I ·,, '·, LL.,-___ _ Q E; :z Cl I.LI ,;,:, ..I I.LI< ~~ -~_./ (.h ...J ~- E'Y.C,_j.,'\IE:R_. '\\ '\PVC SCH, 40 PVC MALE \ ADAPTOR, ___________ \ ~ ~ ATMOSPHERIC VAC:CUM BREAKER INSTALL. 6" ,IIJBOVE TOP OF ~tlGHEST SPRINKLER l1EA() / FINISH GRADE/ ' CUT HOLE IN PVC PIPE ANO TIE GAL V, WIRE TO SLEEVE ,---·-. SEE LEGEND FOR MAINLINE DEPTH 4 '' Ml':>,..,,--·-·-·---·······-·--·"·-·-·-· ----., ,/,,., MANUAL CONTROL VAL VE -· 4" DIAMETER PVC SLEEVE: WHITE MANUAL CONTROL VALVE W/ ®-A-N;-~-c~---ES_P_H_E_·R_IC_B_A_C_K_F_L_O_W __ P_R_E __ :V_E_.N,~~--R ____ 413 __ 1 9€, --,,, '35-0·15 ®£:~E S§J:~=--.!3.f:.2.~d.l::.tl OR NO SCALE - /I Ac: BU I L T ~) APPROVED l~OR PLANTING - AND IRRIGATION ONLY, ~~i~~~:-,::~ {ii' .. ~ . ':":'---.._ ,f, ~ . .., . ; ~ ,.:., ,: L..1-4• r:t'llll!, ~·1,1'~~------· 14~ .,,p '-~· OF (' ii\ \ \ 'o',':;?' ~....... ' -~,:,, ~== ... ~~ L.andocope Arehll.eoturo • Plonnlng I.a Jolla Centre II 9260 Town!!! 1Ce111lre Drlve, !~ulle 340 Sen llln~o, CA 92l21 .. il002 619,51iO,rn ij • l'ax !IM.,lMO ------·--------- ----·-·-· -·----·-·------~-~~·--~------~·---~--~-~~--~~-·-·~-~-----·-·-·---·----·~-~- ff-----·-· ------·-· --·-·----·---·-·-·--·-----·--·--·----·-·-·--·--· --~---·~-~~---·-·-· ~-·-·--·-·-·--·-·---·-·--ffl·-·-·--·--·--·-·-·-----------~-~- ·-·----· -~-~------~-~~~-----~- ~----·-·-~ ---·-~·-·-.A\ -·-·--·--·-------·~-~~--~-·-·-·--·----·~----~· ,~...,e, ohl,A.. I Et'!'~"..f.-~ 1,JO. DATE INITIAL -~~-~-----11[VISICN DESC:Fi I PT I ON me 11,EIR OF WDl!I. -- [NCLUDING PRECISE DATE RLA l:XP. LOCATION OF' PLANTING ---RE:VIEWE:D Il Y: AREAS ---~-----·~-~--·-·--·-·---·--·--·-·-·--·--·---·-·--·--·--·-~·-·-I NSf'EC IOR DATE - I Sf?ET I CITY OF CARLSBAD ;r;:"H j: i::!s ' ,) '" ,. " ~-------·----~---e----~•=--2''2.) PLANNING DEP~RTMENT -~---~--·-·---. . -~ --~-----~-~·~ --·~---~~-·~-Li?. .. IRHIG,!TION DETAILS FOR: RANCHO CARRILLO VILLAGE 'O, ----·----------~------·-~---·-·--~ APPROVED~£,{! ~ll~f l_~, ASS!SlANI PCMIN I NG DIRECTOR DATE -----~·---~-~---·~ =1:~~· "' c. ... ---·---~"~-----·-·~--- DATE IN IT I Al DA ff INITIAL DWN BY, PROJECT NO. DRAWING NO. ·-~--~--·----·--·-•--•~"•"'--•--~~•-•-m••• CHK[) ti y : CT 93-08 348-SL OTHER APPROVAL. CI I 'I APPROVAL HVWIJ ll Y: --··· -·---· _________ , _________________ .,._., ______ ,., _______ ,.. _____ , ______ , ___ .,,. ____ , _______ , ___________ ,.. _______ . ____________________________________________________ , CMWD 93-506 . IRRIGATION LEGEND -RECLAIMED WATER . ,-.. ,. i iii.Jl.i.: HALF, OUART. •STRIP i RAINBIRD PA-BS SHRUB SPRAY W/ HUNTER "HCV" ANTI-DRAIN VALVE 12' 30 12 2.01 2.60 1.30 0,65 A (:,q GJ @ RAINBIRO 1806 • SAM SHRUB SPRAY 12· 30 12 2.01 1.30 0.65 B 'ri RAIN BIRD 1806. STRIP SPRAY 4'X30' 30 15SST . . . 1.24 B RAINBIRD 1806 • END STRIP SPRAY 4'X15" 30 15EST . . . 0.61 B .. : ::::;.~ . ,,, .. .. _.,. .. r-"• , . (f,(2) /3) HUNTER PGS-ARV WI FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 38'-32' 30 9,7,4 0.32 4.20 2.60 1.20 C (51(7) HUNTER PGS-ARV-LA WI FACTORY INSTALLED NOZ. AND ANTI-DRAIN VALVE 331-27' 30 9,8 0.44 4.30 2.10 C 19) l10) HUNTER PGP·ARV WI FACTORY INSTALLED NOZ.AND ANTI-DRAIN VALVE 38'-32' 30 7,4 0.32 2.60 1.20 D NELSON #7645 QUICK COUPLER· 1" ACME THREAD) -INSTALL WHERE SHOWN {APPROX.150' O.C.) Ii RAIN BIRD "PESB' -PRS-B PRESSUF!E REGULATING REMOTE CONTROL VALVE ) F ' GRISWOLD 2030 MASTER VALVE (ONE FOR EACH CONTROLLER) ' F CONTROLLER SIZE . ( / le:AI RAINMASTER "EVOLUTION STAND ALONE CONTROLLER WI FLOW METER CAPABILITY EVS( )--PEC-SS WITH RAINGIJARD AUTO SHUT-OFF DEVICE /RGVRl / G&I FLOW METER SHALL BE DATA INDUSTRIAL 250B /BRASS) 400 PSI MODEL 15 YEAR WARANTl:E ON CONTROLLER REQUIRED FROM HYDAOSCAPE PRODUCT INC.,. SEE SPECIFICATIONSl :ci7 IRAl•TROL MC PLUS SERIES CONTROLLER -EXISTING RE-LOCATED PER PLANS G jt,f'ri'J FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER WI WILKINS 500 HAVSBR REGULATOR & "WYE" STRAINER SPRING RANGE 75·125 PSI • H &W20 SET PRESSURE NOTED ON DRAWINGS 18MI RE·CLAIMED WATER METER BY C,M.W.D. BALL VALVE. KINQ BROS. LO-TORO. MODEL (2" $1:ZE AND SMALLERl KING BROS. BLOCKED TRUE UNION BALL VALVE(2-1/2" AND LARGERl J & K --PVC MAINLINE {MIN.18" COVER! SCHEDULE 40 PVC FOR 1-1/2" DIAMETER AND SMALLER AND CLASS 315 FOA 2" DIAMETER AND LARGER L&M FOR 3". 6" IN DIAMETER PIPE IMIN. 24" coveFii' . "l(E f'lf'l=. COJ.,.e..iZ C,::,DED f"\.11(~ 4-Sl'E.IJC.ll--1=-t> I tJl;:>1?-A-'11~.~ 12f::Ll...b--1Ml!O µ.qi!!(. -----PVC SLEEVES { 2 TIMES DIAMETER OF THE PIPE ENCLOSED) N ·--------------+--'-'---l FOR SLEEVING INSTALL AS FOLLOW: UNDER VEHICLE PAVING, USE $CH, 80 SLEEVES Wl36" COVER FOR MAINS, LATERALS, & WIRING UNDER PEDESTRIAN PAVING, USE SCH. 40 SLEEVES Wl18" COVER FOR MAINS, LATERALS, & WIRING UNDER PEDESTRIAN PAVING, USE SCH. 40 SLEEVES WI 12'' COVER FOR LATERALS CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENT SHALL BE INSTALLED IN SEPARAT~ SCHEDULE 80 PVC SLEEVe -STATION NUMBER ~ VALVE SIZE· AUTOMATIC VALVE )\:,<NO.TE:-_, STAINLESS STEEL ENCLOSURE I NEW CONTROLLER ASSEMBLY SHALL HAVE A 5 YEAR WARANTEE -AVAtlA-ILE@ HYDROSCAPE PRO0UCTS,INC. HV0ROSCAPE SHALL PROVIDE ASSEMBLY FOR CONTROLLER AND ENCLOSURE ' SYMBOL ED --- IRRIGATION LEGEND (PRIVATE) HOMEOWNER POTABLE WATER ~ULL HALF QUART. STRIP CESCRIPTIONIMANUFACTURERIMOCEL NUMBER RAC. PSI. NOZ. PR. GPM GPM GPM GPM DET, NO. RAINBIRD PA•8S SHRUB SPRAY WI HUNTER "HCV" ANTI-DRAIN VALVE 12' 30 12 2.01 2,60 1.30 0.65 A 6' POP-UP HEAD RAINBIRO 1806 SAM SHRUB SPRAY 12' 30 12 2.01 1.30 0.65 B B CHAMPION 200 SERIES MANUAL VALVE W/262 ATMOSPHERIC VACUUM BREAKER T T WILKINS 5O0HR SERIES PRESSURE REGULATOR SPRING RANGE 75-125 PSI FACTORY SEi@ 85 PSI s s POTABLE WATER METER BY OWNER BALL VALVE· KING BROS. LO -TORO. MODEL {2" SIZE AND SMALLER) J J CAPPED MAINLINE· FUTURE RESIDENCE HOOK-UP CLASS 200 PVC LATERAL LINE (MIN. 12" CDVERl POTABLE PVC MAINLINE {MIN.18" COVER) SCHEDULE 40 PVC FOR 1·1/2" DIAMETER 1 2, STATIC PRESSURES AT RECLAIMED WATER CONNECTIONS ARE CALCULATED Wlll-1 A FUTURE PERMANENT 660 FT. HYDRAULIC GRADIENT. HOWEVER, THE RECLAIMED DELIVERY LINES WILL CONNECTED TO A PGTABLE SOURCE WITH HYDRAULIC GRADIENT OF 660 FT. AS CALCULATED, PRESENT AND FUTURE STATIC PRESSURES WILL RANGE FROM 87 PSI TO 197 PSI. Tl-llS WATER PRESSURE INFORMATION WAS OBTAINED FROM THE CARLSBAD MUNICIPAL WATER DISTRICT 1996. CALCULATED PRESSURE FOR EACH POINT OF CONNECTION$ 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 . IRRIGATION SYSTEM IS DIAGRAMMATIC AND 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. 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. MAINLINE END RUNS ARE TO 1-112" I .. ....-, 'rvc.::A:::Lc:.vl!=s.,.1z"!_-"'M ... A._,_Nu.,..A"'L,_ _____________________________________________ -+----1 2, CONTRACTOR SHALL INSTALL 6" POP-UP HEADS ALONG FUTURE WALKS AND CURBS TYPICALLY, NO SHRUB HEADS ON RISER WILL BE ACCEPTED ADJACENT TO FUTURE WALKS AND CURBS -SEE PLAN , POP-UP !-+EADS SHALL BE USED WITHIN 10' OF ANY PEDESTRIAN USE. GPM ~21~~u~~@ Gl§J~~@£u~©lNJ [l~@~[N][Q) ,.~,. . , l EXISTING ROTARY 12" POP-UP HEAD EXISTING ROTARY SHAUB HEAD EXISTING NELSON 7645 OUICK COUPLER 1" NON-POTABLE EXISTING RAIN BIRD "PESB-PRS" PRESSURE REGULATING AUTO CONTROL VALVE CLASS 200 PVC LATERAL NON-PRESSURE (MIN. COVERAGE 12·· COVER) NON POTABLE SCHEDULE 40 PVC MAINLINE (MIN. 18" COVER I, FOR 1-112" AND SMALLER AND CLASS 315 PVC FOR 2" AND LARGER ,. ,,.-;-..... , EXISTING VALVE NO. ~-,-~i--------------·-------------------------1 \ J .,_t-G_P_M __________________________________________ --1 .._ ~ EXISTING VALVE SIZE 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 FLOW SENSING AND SOME HYDRAULIC OR ELECTRICAL DIAGNC'lSTICS. 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 dFTHE PIPE OR WIRE BUNDLE BE SLEEVED (t' MINIMUM) OR SIZED NOTED ON DRAWINGS. CONTRACTOR SHALL COORDINATE LAYING OF PIPE, SLEEVES, AND WIRES TO ENSURE THAT HE HAS ADEQUATE MEANS OF CONNECTION -§,EE PLAN. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES, CONTRACTOR SHALL TAKE SOLE RESPONSIBILITIEcS FOR COST INCURRED 01'.JE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES_ e. 7, 8. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLERS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAY AND /OR BUILDING AS MUCH AS POSSIBLE, CONTRACTOR SHALL INSTALL "RAINGUARD" AUTOMATIC SHUTOFF FOR IRRIGATION CONTROLLER; MANUFACTURED BY WATER CONSERVATION SYSTEMS INC INSTALL PER MANUFACTURERS RECOMMENDATION. INSTALLATION OF BACKFI.OW PREVENTER (REDUCED PRESSURE BACKFLOW PREVENTER ) SHALL BE PER STANDARD DWG, NO. DETAIL W,2..Q DATED AUGUST 1993, C.M,W.D. SEE PLAN. IF THE BACKFLOW ASSEMBLY IS TO BE INSTALLED ON A SLOPE WITH A flORIZONTAL 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 Tl-IE 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 OF HEAL TH SERVICES AND CARLSBERG MUNICIPAL WATER DISTRICT WILL BE USED ON THE WATER DISTRICT SERVICE WITHIN THE SERVICE AREAS 01' THE CARLSBAD WATER DISTRICT MUNICIPAL WATER DISTRICT 9. N GASE 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 AND BE LABELED AS SPARE AT CONTROi.i.ER CA£31NET, 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 REGUl~ATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS, OCTOBER 1993, 1.0CAL CODES AND STANDARDS, ALL PIPE FOR THE INSTALLATION OF SYSTEMS USING RECLAIMED WATER SHALL BE C,:::,J..<!,lfi!. C,<l>Of&P ~f'l--t'c• APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRErISE LOCATION OF'PJ,AKTING AREAS. "AS BUil T" RCE __ _ EXP. ____ _ REVIEW£□ BY: -~-~\~--- INSPECTOR DAT£ DAT£ . _, -_ ·-+----l-----------------+---+----lf--~-+------i L~ET] . -· --+---+------------------+---+--+---+---t CITY OF CARLSBAD Pl.ANNIN,, DEJ'AI ITM[NT I\ I l..111dsc,11H~ Ardlill.~rlurc • PLl1111i11i; I.a Joli,, C\·nln' ll '!255 Town<' Cc11in• IJrivl', S1Jite 310 S.rn Diego, Ct\ '!2l21-3002 f,l'J 5'.i0-1.575 • l'.n 550-Vio0 ,----~1------11--------------------+----+---+---+----il ~·----+----+----------------------r---+---+--~---1 DATE IN111AL DA TE INl11AI. DA TE . !NI 11!\l. ENGINEER Of" WORK REVISION DESCRIPTION DlH£R APPROVAL CHY APPROV!\l. IRRIGATION LEGEND & NOTES FOR: RANCHO CARRILLO VILLAGE 'O' APPROVED_w_5U A:,SISTAt,T PLANNING DIHECTOn OWN BY: CHKD BY: __ ~ RVWD BY: PROJECT NO. CT 93-08 ¥_-17-9,7 DATE DRA'MNG NO. 348-SL ,CMWD 93-506 I SECTION 02441 IBRIGATIQN SYSTEM PART l -GENERAL 1, 1 GENERAL CONDITION'S, THE GENERAL CONDITIONS, SPECIAL CONDITIONS, ANO DIVISION 1, ARE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK SHALL APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1 .2 SCOPE, THE WORK INCLUDl!S 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 ANO 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. .P.E.8.MJJ,S AND LICENSES UNLESS OTHERWISE STATED, SECURE THE Rl!QUIFIED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, AND VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. WATER METERS ANO POWER METERS WILL BE THE RESPONSIBILITY OF THE OWNER AND /OR HIS REPRESENTATIVE FOR INSTALLATION AND PERMIT FEES. 1.2. 1 BELATED WORK: . 1 LANDSCAPING SECTION 02480 • 2 COMPLIANCE TO CITY OF CARLSBAD RECLAIMED WATER STANDAl'IOS 1 ,2,2 QUALITY ASSUBA!iCI 1. 3 •• 4 .1 Q.U.ALIFICATIONS OF INSTALLERS PROVIDE AT LEAST ONE PER!lON 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'S RECOMMENDED METHODS OF INSTALLATION, THE /;;ITY OF CARLSBAD RECLAIMED 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 C.l.I.Y..._OF CARLSBAD. LATEST EDITIONS ARE INCORPORATED UNTO THESE SPECIFICATIONS BY REFERENCE WHERE RECLAIMED WATER IS PROPOSED. SUBMITTALS: , 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 (DOU8LII SPACED BETWEEN EACH ITEM) ITEM, DESCRIPTION MANUFACTURER MODEL NO, 1 . PRESSURE MAINLINE LASCO SCH. 40 2. LAWN HEAD RAINBIRD 1806-12F 3, ETC. ETC. ETC. . 3 EQUIPMENT OR MATERIALS INSTALLED OR FUl'INISHED 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(S) 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 OF PROVES TO BE SPECIFIED ITEM, AT • 1 SUBMIT WRITTEN GUARANTEE IN APPROVED FORM THAT ALL WORK SHOWING DEFECTS IN MATERIALS OR WORKMANSHIP WILL BE Rl:PAIRED 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 IRFllGATION 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 ANO SPECIFICATIONS, ORDINARY WEAR AND TEAR AND 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 OAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER/DEVELOPMENT. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME, AS DETERMINED BY THI 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 AND WE WILL PAY THE ~OSTS AND CHARGES THEREFORE UPON DEMAND. B, PROJECT: (PROJECT NAME) C. LOCATION, (LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED: ___________ TITLE: _________ _ ADDRESS: ------------·---------- TELEPHONE: . -. ---r-..•---. . I I 1. 5 1. 5.1 1.8 1 . e. 1 1. 6.2 1. 8 .3 1 .6.4 1.6.5 1.8.8 1. 7 1. 7 .1 OBSERVATION, INSP!:CJION SCHEDULE , 1 IN ALL CASES WHERE OBSEAVATION OF THE SPRINKLEl'I 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 HEADVAND 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 THWI LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR, SHO EVIDENCE OF WHEN ANO BY WHOM TH.ESE INSPECTIONS WERE MADE. . 3 NO INSPECTION WILL COMMENCE WITHOUT AS-BUILT DRAWINGS. UINT THE EVENT THE CONTRACTOR CALLS FOR AN INSPECTION WITHO AS-BUILT 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 UNTIi,. THIS CHARGE HAS BEEN PAID. THE CITY WILL REQUIRE AS-BUILT DRAWINGS TO BE APPROVED PRIOR TO BACKFILLING MAINLINE TRENCH. TESTING: GENERAL . 1 FURNISH ALL NECESSAl'IY TESTING EQUIPMENT AND PERSONNEL TO MEET TESTING REQUIREMENT . 2 CORRECT ALL DEFECT ANO RETEST UNTIL, ACCEPTANCE BY OWNl!l'I AND CITY. TESTS .1 MAKE HYDROSTATIC TESTS ONLY IN THE Pl'IESENCI! OEFSSTUHREE REPRESENTATIVE OF THE OWNER/DEVELOPMENT. AIR PR CHECK 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-BU IL TS) , 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 INS0TATHLLEARTIOVNALOVEF REMOTE CONTROL VALVES, QUICK COUPLERS, OR ASSEMBLIES. . 5 ALL PIPING UNDEl'I PAVED AREAS SHALL BEAOTVEESDTEWDATUENROTEIGRHTA HYDROSTATIC PRESSURE OF 150 P.S.I. AND P , PRIOR TO THE PAVING OPERATION. ADJUSTING SVSJEM 1 THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IFIRIGATION HEADS . AND VALVES FOR OPTIMUM Pl:RFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, BUILDINGS, WALLS ANO OTHER STRUCTURES AS MUCH AS POSS.ISLE. IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IA.RIGATION . 2 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. ADJUST REMOTE CONTROL VALVES (BATTERY SYSTEMS) SO THAT '3 THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE ~RESSURE RECOMMENDED BY SPRINKLER MANUFACTURER. ~ERAGE TEST WHEN THE IRRIGATION SYSTEM IS COMPLETED, PERFOl'IM A . 1 COVERAGE TEST IN THE Pl'IESENCE 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 THI! 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, DIRECT BURIAL CONTBOL WIRES ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS -AND ' , 1 UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESISTANCE 'TO GROUND SHALL BE FIFTY (50) MEGAOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. FINAL ACCEPTANCE • 1 WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN , COMPLETED, INCLUDING TESTING ADJUSTMENTS, ADDITIONS OR DEl;ETIONS, THE CONTRACTOR WILL NOTIFY THE OWNER FOR FINAL INSPECTION AND APPROVAL. FINAL ACCEPTANCE BY THE OWNER DOES NOT RELIEVI! THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY. MINOR ADJUSTMENTS . 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-PRl':SSURE AND INTERMITTENT-PRESSURE LINES AND 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 WHITCEONPSRTIINTTUSTINOGF THE IRRIGATION DRAWINGS, ALL CHANGES IN WORK DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE AND NON-PRESSURE LINE. , 4 UPON COMPLETION OF EACH INCREMENT OF WORK, TTRSANSFREERCOARLDL SUCH INFORMATION AND DIMENSIONS TO THE PAIN , CHANGES AND 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. . s DIMENSION FROM TWO PERMANENT POINTS OEFMERNTE)FER~~~~ (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAV . 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. . e UPON COMPLETION OF EACH INCREMENT OF WORK,EARLRLEDRETQOUIRTEHDE INFORMATION AND DIMENSIONS SHALL BE TRANSF RECORD DRAWINGS. FACILITIES ANO ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD DRAWINGS. SHOW DIMENSIONAL LOCATION ANO DEPTH OF THE FOLLOWING: A. POINT OF CONNECTION B. ROUTING OF IRRIGATION PRESSURE MAINLINES ANO 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-BUILT DRAWINGS ON THE SITE AT MAELL TIMES. THESE DRAWINGS ARE SUBJECT TO INSPECTION AT ANYTI , . I MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IONININGK D(NROAWBINAGLL5• POINT PEN). USE ERADICATING FLUID WHEN RED · 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 . 1 .7 .2 CONTROL.1.filL...Jili _ 1 AS-BUILT DRAWINGS SHALL BE APPROVED BY THE LAARNTD5SCAARPEE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE CH PREPARED. • 2 PROVIDE ONE CONTROLLER CHART OF THE MAXRIMSUUMPPLSIIEZDE CONTROLLER DOOR WILL ALLOW, FOR EACH CONTROLLE , 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 ACITSUANLOTALSE-BGUIBILLTE SYSTEM DRAWING. IF THE CONTROLLER SEQUENCE WHEN THE DRAWING IS REDUCED, ENLARGE IT TO A SIZE THAT WILL BE READABLE WHEN REDUCED. . 4 CHART SHALL BE BLACK LINE PRINT AND A DIFFEREENRTAGPEASFTOERL TRANSPARENT COLOR USED TO SHOW AREA OF COV EACH STATION. , S WHEN COMPLETE!) AND APPROVED, HERMETICALLY SEAL THE CHART BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS THICK. , 6 CHARTS SHALL BE COMPLETED ANO APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM. 1.7.3. OPERATION AND MAINTENANCE MANUALS . l PREPARE AND DELIVER TO THE OWNER WITHIN 10 CAELQENUDIRAERD DAANYSD PRIOR TO COMPLETION OF CONSTRUCTION, ALL R NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND PROPERLY PREPARED IN FOUR (4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT OETAl.lS TO PERMIT QUALIFIED OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS L'IST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL SHALL INCLUDE THE FOLLOWING, A. INDEX •SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER. 8, 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 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 MAINUNE TEST (BY WHOM AND DATE) I ' O, AS-BUILT DRAWINGS COMPLETED (RECEIVED BY AND DATE) E. CONTROLLER CHART COMPLETED (RECEIVED BY "ND DATE) F' MATERIALS FURNISHED (RECEIVED av AND .JlATE) G. OPERATION AND MAINTENANCE MANUALS FURNISHED (RECEIVED BY AND DATE) H. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY AND DATE) 1. MANUFACTURER WARRANTEES (RECEIVED BY AND DATE) J. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND DATE) . 2 FORWARD SIGNED AND DATED CHECKLIST TO LANDSCAPE ARCHEITE0CTF OR LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANC PROJECT. 1 . 8 1.8,1 1.8.2 1.8,3 1.8.4 1.8.S 1. 8 .6 1 ,B. 7 1. 8. 8 1.8.9 GENERAL REOUIBEMENTS; 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 BE 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 AND 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, AND 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. CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. 1.8.10 1.8.11 1.e.12 MAINTENANCE. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF 7 DAYS PRIOR TO ANY PLANTING. 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 SPECi°FICATIONS 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 THI! PLANS, IT SHALL BE CONSIDEflED 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. 1.8.13 SERVICE BY THE CONTRAC1'.QB..: 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-RAIN SHUT OFF AND CALIBRATING SENSORS FOR EXCESS FLOW, INSPECT AND TEST CONTROLLERS ANO GROUND FAULT. PROVIDE TECHNICAL SUPPORT ON THE JOB SITE AS REQUESTED BY CONTRACTOR FOR CONTROLLERS, EXCESS FLOW SENSING AND AUTO- RAIN SHUT OFF SENSING SYSTEMS . TRAINING IN QPERATJON OE ALL EQUIPMENT. FIVE YEAR LIMITED FIELD SERVICE WARRANTY FOR CONTROLLERS AGAINST ORIGINAL DEFECTS IN MATERIALS ANO WORKMANSHIP. WARRANTY SHALL BE PROVIDED IN WAITING. AVAILABLE THROUGH HYDROSCAPE PRODUCTS • STEVE MCCLEAN (619) 560-1600. PART 2 -PRODUCTS 2. 1 MATERIALS: 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 .P.OLYVINYL CHLORIDE PIPE(" ALERTLINE"l FOR NON-POTABLE WA.IE£!.: (1) PVC PLASTIC PRESSURE LINES, FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES ANO QUICK COUPLERS. ALL THREE (3) INCH AND SMALLER SHALL BE "ALE-l'ITLINE" PURPLE COLORED PVC MEETING ASTM-1784, TYPE I, GRADE PVC-1120, CELL CLASS 12548. PIPE, ASTM 2241 FOR SDR CLASS PIPE, ASTM 2672 FOR ''ALERTLINE" OR EQUAL. 9&-018 . APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF...;PLANTING AREAS. RCE __ _ REVIEWED BY: INSPECTOR "AS 8UILT" EXP. DATE DATE l-,__------------------+-----...----+-------1 :=I =sH=-:"=ET~I =c::::::rT==Y::::A::::N~:::::IN=~=' t)=[c::::l'A=¾==T~=E=~=T=B::::::A=D=~;l.,-~H~EE,:!,•T~~j t--·--+--+------------------+-------t---+-------t--IRRIGATION SPECIFICATIONS FOR: /il L1ndsc,1pc Architecture • Planning t., Jnlb Ccnlrc II 9255 Towne Ccnlrc Drive, Suilc 340 S,111 Diego, CA nn·l-3002 6"19 550-1575 • F,1x 550-1580 DA 1E 1Ni11Al R OF WORK DATE INITIAL REVISION DESCRIPTION OlHER APPROVAL 'f' , 'l. "l :ffl I -,~ . DA 1[ IINITIAL arv APPROVAL RANCHO CARRILLO VILLAGE 'O' APPROVE0#5a,.£ ASSISTANT Pl.ANNIN,, DlllECTOR OWN BY; PROJECT NO. CHKD BY: __ _ RVWD BY: CT 93-08 t/-11-9 7 _ ottt DRAWING NO. 348-5L CMWD 93-506 - PRESSURE MAINLINE; 1•112" AND SMALLER PIPE ·SCHEDULE 40 PVC 2" AND LARGER PIPE -CLASS 315 PVC, SDR-15.5 . 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." SCHEDULE 40 PIPE SHALL NOT BE THREADED. SOLVENT SHALL BE AS SUPPLIEO BY PIPE MANUFACTURER. PIPE SHALL BE "ALERTLINE" AS MANUFACTURED BY BROWNLINE, INC. 1043 E. 4TH STREET, SANTA ANA, CA. 92701, OR EQUAL. PIPE SHALL BE PURPLE IN COLOR. . 2 BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. 2 .1.2 EITTINGS AND CONNECTIONS; .1 POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE JI, 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 AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING $HALL CONFORM TO ASTM 02464 AND D2466. . 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 FIISERS ANO 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: 2. 1.5 .1 FITTINGS, IN GENERAL, FOR ALL INSTALLATIONS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT PRICE AND SHALL BE THE CONTRACTOR'.S RESPONSIBILITY TO PROVIDE ALL OF REQUIRED FITTINGS TO COMPLETE THE CONTRACT. , 2 ALL FITTINGS FOR PIPE THREE (3) INCHES ANO SMALLER SHALL BE SCHEDULE 40 • 3 ALL TEES FOR THE INSTALLATION OF SWING JOINTS WILL BE INSTALLED WITH DURA, LASCO TEE OR EQUAL. A!.!I.Q_MATIC CONTROL WIBE.: . 1 ELECTRIC WIRING RUNNING l'ROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14 SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4164 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH CONTROLLER, COMMON WIRE SHALL BE WHHE N0.12 SOLID, SINGLE CONDUCTOR WIRE, 4164 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 PRl!SSURE MEASUREMENTS, SHALL BE AS SHOWN ON DRAWINGS. 2,1.7 120 VOLT WIRE J_Q_CONTROLLER .1 120 VOLT WIRE SHALL WIRE SHALL BE Pl!R LOCAL CODE AS TYPI!, 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. 2, 1,8 AUTOMATIC CONTROLLER: .1 AUTOMATIC CONTROLLER: FULLY AUTOMATIC IN OPEFIATION 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 DISCONNECr SWITCH WI 110VOLT GROUNDED OUTLET, RAINGUARD AUTO-RAIN SHUT-OFF DEVICE AND LOCKING, HINGED C(UIER. AVAILABLE FROM HYDROSCAPE PRODUCTS INC. 5805 KEJ\RNY VILLA RD. SAN DIEGO, CALIFORNIA (619)560-1600 . 3 AUTOMATIC CONTROLLERS SHALL BE OF THE TYPE AND 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 # 9L15DCB002 (50 OHMS RESISTANCE REQUIRED) 2.1.9 REMOTE CONTROL VALVES, ELECTRICAL . 1 THE ELECTRIC REMOTE CONTROL VALVES(PRESSURE FIEQULATING) SHALL BE OF THE STYLE AND MANUFACTURES SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILED DRAWINGS ANO MANUFACTURER'S RECOMMENDATION. . 2 VALVES SHALL BE INSTALLED A MINIMUM OF 6" FROM ALL FIXED OBJECTS AND 12" APART FROM EACH OTHER. 2 . 1 . 1 o MMifB.--'iAI.Y.f. .1 SHALL BE OF THE STYLE AND MANUFACTURES SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILS DRAWINGS AND MANUFACTURER'S RECOMMENDATIONS. 2.1.11 ¥11.LVE BOll: .1 ALL VALVES INCLUDING PRESSURE REGULATING VALVES, MASTER VALVES, REMOTE CONTROL VALVES, GATE VALVES, ANO QUICK COUPLER VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS, ALL SHALL BE MARKED "PRV","MV","ACV","GV", OR "DF" RESPECTIVELY WITH STATION ~UMBERS FOR CONTROL VALVES EMBOSSED ON THE VALVE COVER. ALL SHALL STATE "RECLAIMED WATER" IN ENGLISH AND 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 HEAQ; .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. I A M[SA BLuEr>rnNI 2, 1 .13 QUICK COUPU!R VALVES CNQN-POT',BLEI; . 1 QUICK COUPLING VALVES SHALL BE OF THIE MANUFACTURl!R SHOWN ON THE DRAWINGS. EACH QUICK COUPLER SHALL HAVE A MOLDED VINYL LOCKING COVER WITH ACME THREADS FOR RECLAIMED WATER SERVIC!:. ,2 UPON COMPLETION OF THI: 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 ANO 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 VALVE!',i: , 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 (2-1/2) INCH SIZE TO (4) INCH SIZE SHALL HAVE DOUBLE UNION WITH ONE ENO 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. 2.1.1 e ATMOSPHERIC VACUUM BREAKER: .1 ATMOSPHERIC VACUUM BREAKER 314" ANO 1' SIZ! SHALL Bl! MADI! 01' HEAVY-DUTY BRASS CONSTRUCTION PREVl!iNTING BACKl'LOW 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 BACK FLOW PRl!VENT!!II: 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. 2.1.19 BACKFILL SHALL BE CLEAN FILL SOIL WITH NO ROCKS OR CLOD 112" OFI LARGER. 2.1.20 WARNING TAPE ; , 1 SHALL BE PLASTIC TAPE PRl!PAFIED WITH IILVl!FI PRINTING ON A PURPLE FIELD HAVING THE WORDS, "CAUTION: RECLAIMED WATER 1.lli.l; 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 aE INSTALLED ON DESrGNATED FACILITIES. FACILITIES SUCH AS CONTROLLER ENCLOSURE AS DESIGNATED BY THE DISTRICT ENGINEER OR INSPECTOR. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS. 2, 1.22 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 THI! OWNER: .1 THREE (3) CONTROL VALVE KEYS. . 2 FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPI! OF SPRINKLER HEAD. . 3 TWO (2) 48" TEE WRENCHES l'OR'OPERATING BALL VALVES. . 4 FIVE (S EA.) QUICK COUPLER KEYS AND FIVE (5 l!A.) HOSE BIi ASSEMBLIES (POTABLE & NON-POTABLE). . 5 FIVE (5) KEYS FOR OPENING AND LOCKING EACH AUTOMATIC CONTROLLER. 2. 1 .24 PRl!SSURE REGULATOR AND WYE STRAINER SHALL Bl!i 01' BRONiE BODY WITH SCREW FITTINGS, SEE DETAILS AND DRAWINGS. PAAT 3 • EXECUTION 3 .1 C1DI-ERAL REQUIREMENTS: 3 .1 .1 LOCATIONS ON DRAWINGS ARI! DIAGRAMMATIC AND APPROXIMATI! ONLY, ANO SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS OIRl!CTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE ANO STAKE ALL WORK AND OBTAIN APPROVAL 01' THE ARCHITECT BEFORE INSTALLATIONS. 3.1.2 INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND Al NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS ANO SPECIFICATIONS. 3.1.3 LOCATE LINES, VALVl!S AND OTHl!!R UNDl!!RGROUNO UTILITIES AND RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES • 3.1,4 REFER TO THI£ 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 .ll INSTALLATION OF IRRIGATION SYSTEM: 3 .2.1 EXCAVATION AND BACKFILLING OF TRENCHES; .1 EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILi,. TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. .2 DEPTH Of TRENCH: POLYVINYL CHLORIDE PRESSURE LINE (LESS THAN 3") PRESSURE MAINLINES ( 3" AND UP TO 6"") POLYVINYL CHLORIDE NON-PRESSURE LINE CONTROL WIRE 18" MINIMUM 24" MINIMUM 12" MINIMUM 24" MINIMUM . 3 TRENCHING THROUGH AREAS WHERE TOPSOIL HAS 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 112 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. L_J 3.2.2 3.2.3 3.2.4 3.2.5 .. •✓ r I . 6 BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH · SUITABLE AND APPROVED MATERIAL, 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 CLODS 112" AND LARGER, . 8 CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALE, CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPICAL. ~I.S.J.Jl-lG 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 IRRIGATION CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDf:R PAVING PRIOR TO PAVING WORK. ' . 2 PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING. HOWEVER, NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALT PAVING. J . 3 PROVlll"E 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 PIPING INSTALLED UNDER ASPHALTIC CONCRETE PAVING. . 4 SECURE Pl;RMISSION FROM THE OWNER/DEVELOPMENT BEFORE CUTTING Of:l BREAKING EXISTING PAVEMENT, ALL NECESSARY REPAIRS AND REPLACEMENTS SHALL BE APPROVED BY OWNER/DEVELOPMENT, AND SHALL BE AT NO ADDITIONAL COST TO OWNERIDEVE LOPMENT. INSTALLATIOtJ OF POL)'.VJNYL CHLORIDE PIP..E.; .1 BECAUSE OF THE NATURE OF PLASTIC PIPE ANO FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. . 2 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 POINT. , 3 ANY PIPE THAT HAS BEEN DENTED !OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED 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 MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER, . II PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. , 7 CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING ANO SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTl,NG. . 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 HANO 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 1 RECOMMENDATION. .1 t ALL PRE~SURI! PIP!; 3" 011 LARGER SHALL HAVE THE CORRECT SIZED' CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT: AT GATE VALVES, TEES, ELBOWS, CROSSES ANO ENDS OF PIPE RUNS; OR WHEREVER THE CITY ENGINEER DEEMS ONE TO BE NECESSARY. THRUST BLOCKS SHALL BE INSTALLED AS PER DETAIL. INSTALLATION: OF BRASS PIPE: . 1 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, .2 CAREFULLY AND SMOOTHLY PLACE ON MALE THRl!AO ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. ' REMOTE CONTROL WIRING; I .1 DIRECT~BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE. . 2 PROVIDE ONE CONTRO"L WIRE AND ONE COMMON 'GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4-FOOT MINIMUM EXPAN~ION 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 2-112 INCHES OF INSULATION FROM EACH WIRE, (2) CONNECTING ANO 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 AND DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRAC.T·OR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE <'CONTROLLER FOR OPERATION AND TESTING PURPOSES. , 2 CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN THE • 3 PEDESTAL OF THE CONTROLLER. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN IN SO FAR AS POSSIBLE. ELECTRICAL WIRING SHALL EIE 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: 3.2.9 3.2.9 .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. 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 TkE TOP SURFACES SHALL BE FLUSH WITH ITEMS LISTED ABOVE. . 2 ALL BOXES ARE TO BE MARKED AS TO THE TYPE OF VALVE, CONTROL STATION NUMBBR IF APPLICABLE AND IDENTIFIED AS REQUIRED, PER RECLAIMED STANDARDS. 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, 1 o QUICK COUPLER ASSEMBLY: . 1 INSTALL ALL QUICK COUPL!:RS 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 VALY.i;!i; .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 EIE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE AND 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 ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE. 3. 1. 1 3 WARNING LABELS & SIGN: INSTALL WHERE SHOWN AS DETAILED 3.1.14 WANING JAGS; INSTALL WHERE SHOWN AS DETAILED 98-018 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF'PLANTING AREAS. "AS RCE ___ EXP. REVIEWED BY: INSPECTOR BUil T" DATE DATE f'SHml CITY OF CARLSBAD SHEET'>) t---+---t-------------------+---+---+-----+----1 L_l£'.__J !'LANNING OEPAllTM[NT .,. :?2 )J ~==--=====:::::::::::===:::::::::::==="'.1..,..,,..J:; Landscape Archileclurc • Planning La Joll.1 Centre ll 9255 Townr Ccnlrc Drive, Suite 340 San Diego, CA 92121-3002 (,19 550-1575 • F.u 550-1580 ---+----1----------------------1------4----l-------,,-------I -··--+---+--------------------i,----1,-.---1,-.--l-----1 I DA l1l ltllllAI. DA TE INl11AL o.-TE INl11AL £NGINEERIWWORK REVISION DESCRIPTION OTHER Al'PROVAL <:nY APPftO'IAI. IRRIGATION SPECIFICATIONS FOR: M RANCHO CARRILLO VILLAGE 'O' APPROVE._D ../..~~'2,~ _u:,/ ____ __,:~/ 1-tz ASSISTANT PLANl'1INC, LllllECTOn DA fi' OWN BY: PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: CT 93-08 348·5L CMWD 93-506 3.2.15 BACKFLOW PRJa.YJ;.t,IIEB.; 1 BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. 2 EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE ARCHITECT. 3.2.16 PRESSURE REGULAIQR.i -ADJUSTED REGULATOR PER PLANS 3.3 CLEAN-UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND 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 I I PREPARED BY: -----+-----· --MARVIN H_ TANIGUCHI WATER METER: 3 / 4" 3 .3 0 BACKFLciw'=PR=cE=cV-=E::-cNT=E=-::R:-:-(ATMOSPHERICj1--~-1-" --1.20 / MANUAL CONTROL VALVE:+ ___ 1_" __ ,_-··_·-··_ 1. 1 0 ·--- t----lR~RIC3ATION SPRINKLER HEAD (OPEF1ATING PRESSURE),_:" ------+-30. 00 I MASTER VALVE: f------·· ....... .. PRESSURE REGULAT_O_R_::, ====1="====,t-----3.00 CHECKVALVE(SPRINKLER HEAD): 3.00 I ··-/ BALL VALVE:, 1" 1.0 □-- : PIPEFIT1"1N~ (ALLOV\/ANCEJ1--__ 5.0,...,0---t i-i'i'DRAl.iiJii::i:'ii=iAPE!Oi-iANG't!rntr•·:: ii; F/Y •·•' .. + ti \i./ ·-········--------1 HGL. OF STREET MAIN ELEVATION: 365 ELEV. OF IRRIG. HEAD@ HIGHEST POINT: 3 72 •···•···••·•··•·•·· .... , .. C .• ~~~YA!lt:l~:O1.FFERE~Stsi , .. ?F .. -.. , .. -.... +--•ua-v-.-o,-FF-. x-.,-,,-+--3.03 ---CLA$S••;ici.Q•.pyc••PJPE.N0N'PAESSUAF:.1)))l••""-l'•fl':."••\••:c-·•••;:LilHit 1---;,-,;,,,.,-,'I,'=' i'-' -::.c.,•··-·..c· ....... .;.;,.,.,..··""• ..,. ;;.;c_;• ;,;;:..;.~··: ....... ·-;;;;'·, ,..._•,•, ··+····,,• . ..._·:·••'""'•'•''.:.:·:·::·•c:ll•l•:..c.•:•~:·· .. ,C•:•c;;;;'.::•::·:c:'1:::c""::,:•;·:;1._ ---·. . ... . PIPE SIZE LENGTH . . C?FM PSI LOSS .. 3/4" 30' 7.8 0.86 ... ___ 1_"---+-~3.0' 14.3 0.78 -----+---·-.... ··- 1 -1 /4" 1 -1 /2" ---+-----11•", , ... ------, 2" -----------I····, 2-1/2" i f-------I------+-... ,.,.----+----- -~----+----,,, ·····f-----------1 ·c1··[•-:, .. s·,.,s''·•');·•,, .. ·p'····v··,x•·p···•'1·'p··•e· .... ,.P.,R. •15· ··s·•·s1u?UA .. ~TM,oAr, .. N~.LLI.N"e···,.,.,. ... .,.,., .... ),.;.,~.~:,•::,••····· .. ,·.~ ----+--. 1 ·-5-4 ----, · .. ·,:t, ... ::.,.1:~;,.,_,.-::.,_,.,~:;, .. -'., .. :·, ... ?< ,.'..: .. : · ......... t:::: . .., .: .. Y":\?:\(i))/?t/:Hifd PIPE SIZE LENGTH 0'M PSI LOSS ... f--~1_"_ ··-· 1 3 O 1 4, 3 5. 8_5_--+---- 1 -1 /2" 2" I-----+--···· 2-1 /2" 1----=-----'---'"-------+-· -. 3" 4'' "···--- --+-----+---···' ---I----- ··-+--------/·· .... ,. -------1 --+-----1 i=Sc::U-=B---'-T-=O-'-'T A--"L'-----+----=:5. B 5 •---- 5.85 I-----.. '"' TOTAL PRESSURE LOSS: -58.12 ---+---:__-_-_-_--.t-.. ---,-A,-VA-ILABLE PRESSURE (PSI): ... --75.00 <------+--------+----~A.VA[ILAB~E RESIO_UAL PF1ESSURE: ---+--P'---'-RESSURE __ _ ADEQUATE DATE: 7 /2 0/96 / JOB NUMBER: 96-016 : I PREPARED BY: ·······----+------L----'----'~~--1 MARVIN H. TANIGUCHI JOB TITLE: RANCHO CARRILLO VILLAGE "O" HYDRAULIC CALCULATION HGL OR PRESSURE: 110. METER NO. , .,. SYSTEM: , GPM: 1• 40•. i> ... ' , ....... ,J., ... ,, ... , .... ,. ···.•·············· ........ ,,.,,, ,,,, ,,J.,., .. ,, ... , .... ,., .. ,, .... , .............. . . STANDA.RDSYSiEMLOSSE'.S .......... : ... : ... : . .:: ... \I 1;<1;:1:1; <•1 i {SIZE@ \i }lJ!SfCOSS' 1 1--------'H--"Gcc,Lc..o. OF STREET MAIN ELEVATION: 3 7 6 ELEV. OF IRRIG, HEAD@HIGHEST POIN::.:,T,:::1--3-,--'7::':2,.:C.2,------+ 1. --=--===-+--------, :.••·••·•·•····•· . 1,. ~L~YA!l()l'I DIFFERENCE: T :ra,,' ' I E~-~-··~-· D_IF_F._x.,_,_, +----~1 ~-6~5---t ·ot:ii.$$:i00/PYCIPIPENON,PA.ESSUAE?ii •t· .. :: •:,i::':i;f•:/•Ufll PIPE SIZE LENGTH C'-f'M PSI LOSS -·---· --=--='-=---------3 / 4" 85' 9.1 3,Q 1 -·---········-. 1 " 7 5' 18 ,2 2,90 ---=-=------+----·-· .,,,, _____ .... f---1~-~1~/ 4-c-,c-, ------1--2 5 ' 19.5 0.62 ··•-+------I +---"--'--"=----+----.. ...... 1 -1 /2" ... """ 40.3 0.05 2'' 5' ·-····-· ·-·-C--~--f---~'--------< --:cc,-----+-------,--··. -··----·· .. , ..... 2-1 /2" -----+------ 6.58 1 -1 /2" ·-······-·······---+-----+----··· -+-------I-----+-1--------------·· f--~2~"--+----'s~o~o~· --+--~4 o. o ... . . ·---'6_. 4""0'-------+------ f----=-2 ~-1'--'-/-"-2_" -t-------'---7 0 0' 4 o. 0:_---1-__ 3=.c·-=5_,_7_-+------ 3" 700' 40.0 1.33 l---'-----------1--~'------I-·--· ·· 4" ···----···1-------1-----,.., .... , SUB TOTAL 11.30 11.30 f-----------1·-· --+-'-----'-------+-----'-----······· .... , " ~~~---,--!--~~ -··-··"· ----+-----+-_.fOTALPRESSURELOSS:! 74,33 ·····-·-· 1-------1+-------+---AVAILABLE PRESSURE (PSI]: 100.00 ·-·· ·------+----A~VA_ILA_ BLE RESIQ~AL PRESSURE: PRESSURE ADEQUATE APPROVED FOR PLANTING AND IRHIGATION ONLY, INCLUDING PRECISE -LOCATION OF 'PLANTING AREAS "AS BUil T" RCE ___ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE ,----J---+----------------~+---+---t---t----t , " l.."lndsc,1pc J\1·chilccturc • l1 lillUling L,1 Joll,1 Ccnlre II ')255 Towne Ccnll'<' Driv~, Sui le 340 S.rn Diego, CA 92I21-J002 til<J .S50-1575 • Filx 550-1580 -· -+--+--------~------➔--+--+-----t----t ~I.lo. DA n: /N/llAL DA lE IN/llAL DA 1E . l INITIAi. ENCff,IEER Of' ~ ' REVISION DESCRIPTION 01\i81 APPROVAi. CITY, N'PROVAI. ' I RANCHO CARRILLO VtLLAGE 'O' .,.., APPROVED ff_%~ jL ASSISTANT l'LANi11NC DI I lECTon DWN BY: __ _ CHKD BY: ~'-' _ RV'Ml BY: PRO..CCT NO. CT 93·08 q-lZ..£7 DATE DRAWING NO. 348-5L ,CMWD 93-506 ' V• ·'I' ,_,' '~,~. \ I .✓. J·;;: // .. -•·····1 ~ I I N•••N ~•••W" 1 1 \ -·-•""I ...... .. .. 18+13.03 NOTE: ,Ir!~ ALL TREES ARE TO BE PLANTED A MINIMUM OF 3 FEET FROM THE RIGHT OF WAY R/W I I 21'\''~J>< ,,,,•'' 4"' 1~~1- ~. f'\l ... 'r:f:"1 ~,-"'5:, e --______,_----~ 1, -----L __ G.J h) 0 ........_ ............. ....., P!ZO, fLO .,::.,,.-,iz, f2£ • MELROSE DRIVE ~ ~ ~NA-$ ~N,U~ 1-tme'= ~1-:;.1'=.a ~ ~ Z"I. II [2. 0,D, \4S \2.0 --tt ~, .. IM!<------···------------ ------~-++----------11'1!------------------·~~·-- 33 , ( .l /, \- \ 32 (~l,(OJJ 11 AS BUil T 11 NSZ Ol-e o }-___;_.;:.:._ _ __;;;;---t,I 6f'7'6..~L...- Landscape Architecture • Planning La Jolla Centre II DENNIS Y. OTSUJI RLA 1557 EXP. DATE 40 20 0 eo ---- GRAPHIC SCALE 1';40' BENCH MARK DESCRIPTION, STREET CENTERLINE MONUMENT LOCATION• STATION 249•07. 56 P.O. C. ON EL CAM I NO REAL, RECORD FROM• COUNTY OF SAN DIEGO Rl800 1249+07. 561 ELEVATION• 307. 874 DATUM• M. S. L. 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 ·O/(p REVIEWED BY, INSPECTOR DATE l-----l-----1---~---------i---------1r---r-----r-1 ~ ~~=================~~ LANDSCAPE IMPROVEMENT PLANS FOR: CI1'1{ OF (:Alll§lBAD HEETS ~1.. 1-'?:_'~,.,_-_..,"'-e+."'~-"'~=-l"''...,.,,r."">Mt=_fl>!Jtl"' ~-".)I-IT .io: .A.oo Ht>'$ REVISION DESCRIPTION DATE INITIAL DATE ENGINEER OF WORK OTHER APPROVAL RANCHO CARRILLO VILLAGE 'O' APPROVED, ASSISTANT DWN BY, __ _ CHKD BY:-~- RVWD BY: ~~ECT NO. L____S2_!_ 93-08 DATE I DRAWING NO. 348-5L CMWD 93-506 "' 9. \!' \ ----- \ \ \ \ I ~OTE: \ \ \ ALL TREES ARE TO BE PLANTED A MINIMUM OF 3 FEET FROM THE RIGHT OF WAY R/W • • zo 0 40 GRAPHIC SCALE 1'=40' 10 BENCH MARK DESCRIPTION• STREET CENTERLINE MONUMENT LOCATION• STATION 249+07.56 P.O.C. ON EL CAMINO REAL. RECORD FROM• COUNTY OF SAN DIEGO Rl800 (249+07, 56) ELEVATION• 307.874 DATUM• M.S.L. Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 IN ~._11\&;0N"LY, L DING PRE ISE/ LOCATION OF PLANTING AREAS. "AS BUil T" DENNIS Y. OTSUJI RLA 1557 EXP. REVIFWED BY: INSPECTOR C:IJY OIF CARlSIBAD LANDSCAPE IMPROVEMENT PLANS FOR: RANCHO CARRILLO VILLAGE 'O' DATE DATE DATE INITIAL DATE INITIAL -'-'-~ OWN BY: ---PROJECT NO, DRAWING ·No. ENGINEER OF WORK REVISION DESCRIPTION 1-0T-HE_R_A_._PP-RO-V-Al,,+-C~ITY_A_P 'PROVAL ~~~i i~:: --CT 93-08 348-5L -----' CMWD 93-506 @ --------·------------------------------------------------------------------------------------------------------------------------------------------------- DEPTH OF FWOTBALL. -0 I ' (j I 4 TREE TIES (MIN! I I rwo···AT TOP ·or ·sTAKES OTHERS WHERE NEEDED TO SUPPORT TREE I ~RE:E:._?.T Al<E?. .. ~~T > 11 / OUTSIDE OF ROOTBALL ~f'O<""l!l::.c... y)i ,/ 4" PERF. PVC DRAIN PIPE --~ ( // TO BOTTOM OF ROOTBALL / W/4" PVC DRAIN CAP/GRATE . <BLACK) 6'· MIN. BASIN ~N;s~· -cR ME STAKING ON SLOPE N~----·--··--··--PALM. TR(E; 2X f~OOT9ALL 4" PERF. PVC DRAIN PIPE TO BOTTOM OF ROOTBALL W/4" PVC DRAIN CAP/GRATE (BLACK) ,---------6"-MLN.LB AS.IN_ / FINISH GRADE r---·-·-··"····· ... · ... ·.-···, - © PALM TREE PLAI\JTING C ---------NO SCALE 5'·0" LENGTH WHITE SURGICAL TUBING OVER GUY WIRE <TYP.l ~ 2X ROOTBALL -~S,PECIMEN TREE_ PLASTIC HOSE TIE GUY WIRE REQUIRED TO SUPPORT TREE (3· REQUIRED) 4" PERF, PVC DRAIN PIPE TO BOTTOM OF ROOTBALL W/4" PVC DRAIN CAP/GRATE (BLACK> --·· 6" MIN,.BASIN. FINISH GRADE DEADMAN <TYP,l 4"x4")(18" RWD. ® TREE PLANTING & GUYING 8 ------NO SCALE SHRUB ---SLOPE 1"/FT. 3" MIN BASIN FINISH GRADE DEPTH OF ROOTBALL @,_,_?_~_IR_U_B_P_L_A_N_T_IN_G ____ O_N_SL_O_P_E ____ _ NO SCALE PLANT LEGEND ABBREV. ~~~~~----CQMM.O.li . .,1:N.,,A,,,M .. E..__ __ ......,,_s1...,z,.E ___ .IJRL>iEMARKS BOTANICAL NAME DETAIL e (D 0 0 ® EB 0 ~ a:::, EUC. FIG. JAG. ACU. MEL. QUI. PHO.CAN. PIN. TOR. PLA. ACE. SCH. MOL. TAI. CON. ACA. REP. ALO. ARB. CEA. GAi. 'H' CEA. GAi. CEA. 'S.B.' FRE,'K.T.' HET.AAB. EUCAL YP1US FICIFOLIA JACARANDA ACUTIFOLIA MELALEUCA QUINQUENERVIA PHOENIX CANAAIENSIS PINUS TORREYANA PLATANUS ACEAIFOLIA SCHINUS MOLLE TAI STANIA CONFEATA ACACIA AEPOLENS ALOE AA60RESCENS CEANOTHUS GAISEUS •H□RIZONTALIS• CEANOTHUS GAISEUS 'SANTAANA' CEANOTHUS 'SIERRA BLUE' FAEMONTOPENPRON •KEN TAYLOR' HETEAOMELES AABUTIFOLIA NEA. OLE. 'PP' NERIUM OLEANDER 'PETITE PINK' NEA. OLE. PHO. TEN. RHA. INP. STR. REG. NERIUM OLEANDER PHORMIUM TENAX 'ATROPURPUREA' RAPHIOLEPIS INDICA STRELIZIA REGINAE BOU. 'S.P.R' BOUGAINVILLEA 'SAN DIEGO RED' GRDUNDCOVERS I I I 111 BAG. PIL.'T.P.' BACCHARIS PILULAAIS . -. . . . 'TWIN PEAKS' RED FLOWERING GU;M JACARANDA CAJEPUT TREE 24' BOX 24" BOX 15 GAL. CANARY ISLAND PATE PALM BTH TORREY PINE 15 GAL. LONDON PLANE TREE 24" BOX CALIFORNIA PEPPER TA!''!: 15 GAL. BRISBANE BOX 15 GAL. NCN 1 GAL. TREE ALOE 1 GAL. WILD LILAC 1 GAL. WILD LILAC 1 GAL. WILD LILAC 1 GAL. FLANNEL BUSH 1 GAL. TOYON 1 GAL. DWARF OLEANDER 5 GAL. OLEANDER 1 GAL. NEW ZEALAND FLAX 5 GAL. INPIA HAWTHORNE 1 GAL. BIAP·OF·PAAAPISE 5GAL. BOUGAINVILLEA 5GAL. COYOTE BRUSH FLATS HT. 12' MIN. X SP. 4' MIN. A/B HT.11' MIN. X SP. 5' MIN. A HT. B' MIN. X SP. 3' MIN. A B' 8TH C HT. 7' MIN. X SP. 3' MIN. A HT. 12' MIN. X SP. 5' MIN. A HT. B' MIN. X SP, 3' MIN. A HT. B' MIN. X SP. 3' MIN. A FULL, BUSHY, D GOOP COLOR FULL, BUSHY D GOOD COLOR FULL, BUSHY. D GOOP COLOR FULL, BUSHY, D GOOP COLOR FULL. BUSHY, D GOOP COLOR FULL, BUSHY, D GOOP COLOR FULL, BUSHY, D GOOP COLOR FULL. BUSHY. D GOOP COLOR FULL, BUSHY, D GOOP COLOR FULL. BUSHY, GOOP COLOR FULL, BUSHY, GOOD COLOR FULL, BUSHY, GOOD COLOR FULL. BUSHY GOOD COLOR PLANT @ 15" O.C. D D E F ~ PAO.FLO. DAOSANTHEMUM FLOAIBUNDUM ROSEA ICE PLANT FLATS PLANT@ 12" O.C. F vm GAZ..SPL. GAZANIA SPLENPENS 'MUL Tl·COLOA' I I I I 11 LAN. MON. LANTANA MONTEVIPENSIS Ill 111111!111 PEL. PEL. PELAAGONIUM PEL TATUM (\\:\j ROS. OFF. AOSMAAINUS OFFICINALIS SPREAD ON WALL QR FENCE_ AND SECURE W/f>LASTIC TAPE OR Wll~E SLOPE 1"/FT. 3" MIN BASIN FINISH GRADE ,----··--···--·--·· .. -·- --- H I==-PREP AREO BACKFILL MIX FERTILIZER TABLE TS TRAILING GAZ.ANIA 4"POTS PLANT@ 12" O.C. LANTANA IVY GERANIUM ROSEMARY PLANTING FEET ON CENTER 'A' -8" 1·-0·· 1'-3" 1'•611 2' -0" .3• .. 011 6'-0" 8' -0" 10'·0" 12"·0" 20'·0" 1 GAL. FLATS FLATS PLANT @ 20' O.C. (RANDOM PLACEMENT) PLANT@ 12" O.C. PLANT@ 12" O.C. DIST AMCE SCHEDULE ROW DIST ANGE SET BACK 'B' 'C' --r~ 7-;;- 101h" 11" 11" 1' .. O" ,·-•~" 1'-0" 1' -9" 1' -6" 2'·6" 2'-6" 5'n2II 5'-6'' 6'·11" 7'·6" 8'·8" 9"·6" 1Q'n5II 11' -6" 17 ·4" 19'•6" PLANTING CRiD .. 0 4t it e e t• Cl 0:::§t: • tt O O • • • •---., ti • II • • ., •• 4► F F F f = = 11 I· I I l ·~-, ROOTBALL·SET CROWN I I I-I 11 I 11 -------', .. ABOVE FINISH GRADE • Cl 0 .. • • • •. '-• 41 • .. • • .. ti '-. ~) • .. 0 • • ., ;I: Cl • • 0 • II • • ., ., 0 ut 2X ROOTBALL VINE PLANTING ® GROUNDCOVER PI_ANTING F ----NO SCAJ..E NO SCAL E "AS BUILT 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RLA EXP, 0 I\ Landaoape Architecture • Planning LOCATION OF PLANTING REVIEWED BY: Le Jolla Centre II Q265 Towne Centre Drive. Suite 340 AREAS ' SBn Dler,o, CA Q2121 ·3002 619.550.1575 • Fex 550.1500 INSPECTOR ·~-'""-·--·---·-.. ·-·-·-·---·---·-·-·---·----·--·------SHEET DATE DATE SHEETS • CITY OF CARLSBAD 14 PLANNING DEPARlMENT ~Q. 'i ---·-·-'" --· ·-PLANTING DETAILS & LEGEND FOR: -·-RANCHO CARRILLO ,...., VILLAGE 'O' - AP 0 ROVE0 -;;;::&tJ t/-11-tz ASSISTAN-Pl.ll'NNING DIRECTOR DATE ~~' OloJA I\~~ ~f'. IJO. ' 1-, ... K I - DA"lE°'1 i'N IT I AL. DWI! UY: I PROJECT NO. I DRAWING NO, DATE 11.ITIAL DATE IN 111 AL REVISION DESCRIPT!ON CIIKD BY: CT 93-08 348-5L [l!GINEER OF WORK OlHER APPROVAL CITY Af>PROVAL RVWD BY: " w ~ ti ----------------------------------------------------------------------------------------------..J~ CMWD 93-506 . ·-·-·----·-"··-- llEC.U.QN __ 02Jl!.!! LANDSCAPING PART I· GENERAL 1 .1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK ANO APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SUMMARY: 1. 3 1 .4 1.5 1.6 THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. .1 RELATED WORK;. IRRIGATION SECTION 02441 SUBMITTAL$: UPON BEING AWARDED THE PROJECT, CONTRACTOR SHALL SUBMIT A LIST OF SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS WITH QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF CONTRACT. GUARANTEES AND 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 ANO INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEAL THY 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 ANO 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 BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED ANO FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO OWNER. OBSERVATION: . 1 .2 . 3 .4 OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE ARCHITECT. THE CONTRACTOR SHALL REQUEST OBSERVATION IN WAITING, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED. OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: A. PRE-CONSTRUCTION MEETING. B. C. 0. E. F. G. H. I. J. K. INCORPORATION OF SOIL CONDITIONERS AND FERTILIZERS INTO THE SOIL. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. APPROVAL OF PLANT MATERIALS. WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. ORIENTING SPECIFIED TREES. VERIFICATION OF FINISH GRADES. APPLICATION OF PRE-EMERGENT HERBICIDE. PRE-MAINTENANCE OBSERVATION. 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. FINAL OBSERVATION TO BE HELD AT THE COMPLETION OF THE MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE ONE·YEAR GUARANTEE OF ALL TREES. ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WAITING, (1) WHETHER THE WORK IS ACCEPTABLE; AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH OBSERVATION. MAINTENANCE: . 1 .2 • 3 . 4 .5 • 6 THE MAINTENANCE Pl!RIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE AND IRRIGATION WORK ON THIS PROJECT IS COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT 15 GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CALENDAR DAYS. 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. REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS AND LAWNS SHALL BE KEPT IN A HEAL THY, GROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, FERTILIZING, RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEMllNG-UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, AND ALL OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. ALL PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS. FERTILIZER (COMMERCIAL): 7-9-4 WITH CHELATED MINERALS SHALL BE APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 3 0 DAYS AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, AND EVERY 30 DAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD, RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE APPLICATION RATE. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTBY 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 MAINTENANCE: OF THE WORK AT N 0 CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 1. 7 1, 8 1 • 9 LAYOUT OF WORK: THE CONTRACTOR SHALL EMPLOY, AT HIS OWN l!XPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED 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 ENGINEER DRAWINGS. GENERAL REQUIREMENTS: • 1 THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES, SHRUBS ANO GROUNDCOVERS. .2 ACTUAL PLANTING SHALL BE PERFORME:D DURING THOSE PERIODS .3 • 4 • 5 • 6 .7 .8 .9 .10 . 11 WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. ALL ROCKS 1" OR LARGER, AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING. PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF A CONF'LICT 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 . GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL ANO 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. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CBECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS ANO/OR SPECIFICATIONS AND ACTUAL CONDITIONS. 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, ADEQUATELY STAKE, BARRICADE, ANO PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING AND GRADING OPERATIONS. SPECIMEN TREE SELECTION: A. B. c. ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLED OUT ON DRAWINGS 15-GALLON AND LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. TBE CONTRACTOR SBALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN RETAIN THE SEnVICES OF THE ARCHITECT TO REVIEW TREES 24" BOX SIZE AND LARGER TAGGED AT THE NURSERY AND/OR AT THEIR PLACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON DRAWINGS. MJECTION ANO SUBSTITUTION: A. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, ANO 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 INSPECTIONS 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 CITY INSPECTOR. UTILITIES A. ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THI!: INSTALLATION OF TBE LANDSCAPING ANO IRRIGATION SYSTEMS FOR TBIS 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 ANO SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: . 1 .2 .3 .4 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE-MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE BERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED, IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. 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 OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. 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, 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 RECOMMENDATION FOR CORRECTING ANY DEFICIENCY IN THE SOIL. TESTING LABORATORY SHALL BE APPROVED BY CITY INSPECTOR. A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERE:D TO THE ARCBITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO A CONTROL MIX, COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. , 5 AFTER 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 THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. PART 2 · PRODUCTS 2 .1 SOIL AMENDMENT AND FERTILIZER: 2.2 2,3 2.4 • 1 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WBICB LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INOR- 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 • 3 .4 .5 . 6 • 7 , 8 .9 GYPSUM SHALL BE A COMMERCIALLY PROCESSED ANO PACKAGED GYPSUM (CASO 2H20) WITH MINIMUM 80% GRADE CONTAINING 14% COMBINED SULFUR. IRON SULFATE (EXPRESSED AS METALLIC) 19% OF QUALITY APPROVED BY ARCHITECT • SULPHUR (SOIL) (ELEMENTAL) 99% OF QUA~ ARCHITECT. APPROVED BY FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, F"REE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, ANO SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCEN- TAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 1,0% 10.0% 10.0% MINIMUM MINIMUM MINIMUM 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 21.0% 0.0% 0.0% MINIMUM MINIMUM MINIMUM 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 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS, FREE-FLOWING, 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 PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 20.0% 1 0.0% 5.0% MINIMUM MINIMUM MINIMUM , 1 O SOIL ENHANCER SHALL BE SAAVON. PLANTING BACKFILL: PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE: SOIL CONDITIONER SITE SOIL 1/3 CU. YD. 2/3 CU. YD. IRON SULFATE GYPSUM 1 LB./PER CU. YD. OF MIX 10 LBS./PER CU. YD. OF MIX SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. STAKING MATERIALS: STAKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT SHAFTS SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. GUYING MATERIALS: . 1 GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL OF NO, 1 2 GAUGE. . 2 ANCHORS (OEADMl!N) FOR HOLDING GUY WIRES SHALL BE 4 INCHES X 4 INCHES OF SOLID LUMBER, 1' • 6' IN LENGTH. .3 .4 .5 HOSE FOR COVERING WIRE SHALL BE OF 2-PLY REINFORCED RUBBER, USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 1/2 INCH IN DIAMETE:R. FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING, 1/8 INCH IN DIAMETER AND FOUR FEET LONG, OF UNIFORM THICKNESS. TREE TIES SHALL BE BORDON CINCH-TIE OR APP ROVED 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, ANO WASHINGTON", PUBLICATION NO. 4 O 91, PRINTED 1979 AND "AN ANNOTATED CHECKLIST OF ORNAMENTAL PLANS OF COASTAL SOUTHERN CALIFORNIA", PUBLICATION NO. 3276, PRINTED 1982, BOTH PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES. 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 EGGS, AND MEET OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO THE ARCHITECT. ,3 .4 • 5 .6 .7 ,8 .9 CONTAINER STOCK (1-GALLON, 5-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 DR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. PRUNING SHALL NOT BE DONE, PRIOR TO Dl!LIVERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE. PLANTS SHALL BE SUBJECT TO INSPECTION, AND APPROVAL OR REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS ANO INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY, SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS ARE SUBJECT TO ARCHITECT'S WRITTEN APPROVAL. QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. .10 IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATHERPROOF LABELS ATTACHED SECURELY TO TBE PLANT. THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT. .11 ALL LAWN SEED SHALL BE LABELED AND SHALL BE FURNISHED IN SEALED STANDARD CONTAINERS WITH DUPLICATE SIGNED COPIES OF A STATEMENT FROM THE VENDOR CERTIFYING THAT EACH CONTAINER OF SEED DELIVERED IS FULLY LABELED IN ACCORDANCE WITH THE CALIFORNIA STATE AGRICULTURAL CODE AND IS EQUAL TO OR BETTER THAN THE REQUIREMENTS OF THESE SPECIFICATIONS. SEED WHICH HAS BECOME WET, MOLDY OR OTHERWISE DAMAGED IN TRANSIT OR STORAGE WILL NOT BE ACCEPTABLE, THE MINIMUM PERCENTAGE WEIGHT OF PURE, LIVE SEED IN EACH LOT OF SEED SHALL BE AS FOLLOWS: SEED% BY WEIGHT fil.B_IIUNAUQ tL MARATHON MIX: 90% SOUTHLAND TURF TYPE TALL FESCUE BONANZA TURF TYPE TALL FESCUE APACHE TALL FESCUE 100.00% 24.90% 24.83% 24.81% 24.76% 0. 70% MUSTANG TALL FESCUE INERT AND CROP .12 GROUNDCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED CUTTING GROWN IN FLATS UNTIL TRANSPLANTING. .13 PRE-EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, DYMID OR EQUAL. , 14 WEED ERADICATION SPRAY WILL BE ROUNDUP. • 1 5 BIIRK MULCH SH/ILL INTERLOCKING PIECES APPROVED OTHERWISE RECEIVE ANO APPROVE TO THE SITE. BE FIRBARK CHIPS OR EQUAL, 1"-3" PACKAGED IN BAGS OR BALES UNLESS BY LANDSCAPE ARCBITECT. CITY MUST A SAMPLE PRIOR TO DELIVERY OF MULCH ... ~-------~~ "Ac-,_) APPROVE:D F'OH PLANTING . >,~ ., , AND IRRIGATION ONLY, ..... & ' . . f3U €~;I' .i , J "V INCLUDING PRECISE fl I A -------[ XI' , (r<-.:?./4 1---52_-d, ,r-LOCATION OF PLANTING ---- ~ , .. ~ r;iti: ·,> i<lc I' IF Wf 11 Fl '/ : ..,./r,-:--... --: .... \:•// AHE:AS I L. T II [)AT[ ~--~---·-•\ ~I~ ,_. or Ch\'_/ ...... :::;;;::::~:;::;.., . ···········"""'"''""'"'''' .. . --. ------·-·- I NSPl':CTIH< LIA IE I s,¥ 1 I -·--· ·---·-·---·---·--·--,,_....-;~ .... -~------····--·--·· "'··"· " ' . .,,, ''"' CITY OF CARLSBAD :,¾:;. ---•-__ .,_ ... _,_,._ ""' PL AWi IIIG l)[PA~TMENT .. -----~---·-·-,,. .... ~.•-······'' ----·-·"· ' --~-------- • •-•-•-•-.,•-••••-'"'" '"""" m ------·-··· ·-------·--LANDSCAf'E SPECIFICATIDNS FDR: & -----------···-····"'· .. ,.,. ",••-·-.,,, ....... HANCHO CAHH I LLD ... --·····-··--"'·""' """"' .. ---···- . ---·-·--··-·-··------· VILLAGE > 0 I --·-·--·----·-·-·---·------·--·~--·--~------··-···-..... ~---~·-· -·------·--·-··· -···-~ APl'll1JVLIJ 1 •~4'7 --·-··· ,. .. --.~-~-·-"· ., .,.,-,.-.. ,,.' ,. --,;;;(;[sfi;i/ .. L ,flflli.1ii61i1tCIO~ -··-··-·---·---.,._, __ ,, ___ Landscape J\rchilcclure • Phutning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-30CJ2 ~~ Cl,..u1. __ LG..f:M?e -:::1--\,-: !:Jt1. ----------------··-,-·-~~ l~jr7 J t~~~lf~~:~~ -·--·----·-·-~-----·-·-·--·-· f1WN II\'; c Tl'IH)g~{-~'os::::] [ :11~1f:,~~!s(i;] (,19 550-1575 • l'ax 550-1580 Dfl 11-IN 11 I Al D\TI: IHll~L . -·-····-· """ ,., . F[VJSJIJ~l U['',Cf~ll'TION ,---·-· CHO UY: FNGINFFl1 rw "ORK 0111m M'l'ROVAL CI TY APPr.O'I Al RVWO fly : ..... ........ _,..,__,............., ---... ----·---------· ----..................... ------------·---------------------------------------------------------·-----------------------------------------------------___ , _____ _ ________ , _____ , ________ ,.,. ____ , PART 3 • EXECUTION 3.1 SITE PREPARATION AND WEED ABATEMENT: 3.2 3.3 . 1 GRUB AND CLEAN PLANTING AREA, REMOVING DEBRIS AND ROCK AND ERADICATING WEEDS. . 2 WEED ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK, WEED ABATEMENT • 1 UPON COMPLETION OF THE IRRIGATION SYSTEM ANO AFTER DEBRIS, ROCKS AND EXISTING WEEDS AND GROWTH HAVE llEEN 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 ANO 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~ 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 HE:RBICIDE HAS HAD A SUFFICIENT TIME TO KILL. SOIL CONDITIONING, FERTILIZING AND AOTOTILLING: .1 FOR AREAS LESS STEEP THAN 2:1: 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 AOTOTILLING A MINIMUM OF TWO ALTERNATING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL. THE THOROUGHNESS AND COMPLETENE!SS 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 SQ. FT. 10 LBS, PER 1,000 SQ, FT, 20 LBS. PER 1,000 SQ. FT, 250 LBS. PER 1,000 SQ. 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. fi;:RTILIZER 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. • 2 FOR AREAS 2:1 AND STEEPER: AFTER THE AREAS HAVE BEEN ERADICATED OF WEEDS AND 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 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B, SA AVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1 000 SQUARE FEl':T. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. • 3 DEEP WATER LEACHING: A. AFTER COMPLETF! INSTALLATION AND Ti;.STING 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. B • 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: C. D. E. r. 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, ANO SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE. 3.4 FINISH GRADING; 3.5 • 1 • 2 • 3 • 4 • 5 .6 FINISH GRADES SHALL IE 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 NOTE:D, FINISH GRADE SHALL llE 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. . 1 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. . 8 FINAL GRADES SHALL BE ACCEPTABLE TO THE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. . 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. . 2 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. PLANTING TREES, SHRUBS, AND VINES: 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 llALLS OR ROOTS. B. 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 STACKED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS, AND BEDS. C. EXCESS SOIL GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD ON THE SITE AS DIRECTED BY THE ARCHITECT. 0. 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. E. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED CONDITIONE:R AND 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. F. 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. G. 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. H. I. J. K. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE, LOCATED AS PER MANUFACTURER'S SPECIFICATIONS, AT THE FOLLOWING RATES: (1)-5 GRAM TABLET PEA LINER AND FLAT SIZE PLANT. (1)-21 GRAM TABLET PER 1-GALLON CONTAINER. (3)-21 GRAM TABLETS PEA 5-GALLON CONTAINER. (5)-21 GRAM TABLETS PEA 15-GALLON CONTAINER, (1)-21 GRAM TABLET PER EACH 3" OF BOX SIZE. NO PLANT WILL BE ACCEPTED IF THE ROOT BALL IS Bl'IOKEN 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 HOLE IMMEDIATELY AFTER PLANTING. ALL TREES SPECIFIED TO BE STAKED SHALL BE STAKED WITH TWO LODGE 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 B'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.) L. ALL TREES SPECIFIED TO BE GUYED SHALL BE GUYED AS DETAILED. M. 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. N. THE CONTRACTOR SHALL BE RESPONSIBLE! FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREeS, SHRUBS, AND VINES. 3.5 3.7 .3 ' '" < 0. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, ANO 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 . P. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED AND PLANTED WITH A CRANE. 0. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE HOLE. PLANTING GROUNDCOVERS: A. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE DRAWINGS. THE GROUNOCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING • l!l. ALL GROUNDCOVER PLANTS SHALL llE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON THE DRAWINGS. C, 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• ATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE HOLES . D. THE GROUNDCOVER !>LANTING AREA SHALL BE HAND- SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE, E. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN . 5 ~ PLANT ~TEM WHERE SHRUBS AND TREES ARE PLANTEE,,,,,, r• AW ~I ~:-r Mt1LCl-+ ILIA,I,,-llOIJ·nn:.r ~A¢ \,,;K,$ ";;'I Jl',e.r n,1t.1,J,e; I. ~L.LA A, FLOATING: AFTER PREPARATION OF SOIL, FINISH GRADING, DEEP WATERING AND FERTILIZING, THE AREAS TO BE SEEDED SHALL BE LOOSENED TO A DEPTH OF TWO INCHES AND RAKED AND FLOATED TO THE FINAL FINISH GRADE BY ANY STANDARD METHOD ACCEPTABLE TO THE ARCHITECT, WITH THE FINISH SURFACES LEFT EVEN AND SMOOTH, FREE FROM RIDGES AND DEPRESSIONS AND REASONABLY WELL•FIRMED. B. METHOD OF SOWING: A METHOD OF SOWING SATISFACTORY TO THE ARCHITECT SHALL BE EMPLOYED, USING AN APPROVED MECHANICAL POWER-DRIVEN DRILL OR BILLON SEEDER, MECHANICAL HAND SEEDER, OR OTHER APPROVED EQUIPMENT. C. BROADCASTING OF SEED: THE SEED SHALL BE EVENLY BROADCAST OVER THE ENTIRE LAWN AREA AT THE RATE OF 10 POUNDS PEA 1,000 SQUARE FEET. DURING THE SOWING, CARE SHALL BE EXERCISED TO KEEP UNIFORM SEED SPACING. D. COVERING AND INITIAL COMPACTING: THE SEED SHALL BE COVERED BY MEANS OF A SPIKE HARROW, CHAIN HARROW, CUL TIPACKER, OR OTHER APPROVED DEVICE. THE SEEDED AREAS SHALL IMMEDIATELY BE COMPACTED BY MEANS OF A ROLLER, CULTIPACKER, OA OTHER APPROVED EQUIPMENT WEIGHING 60 TO 90 POUNDS PER LINEAL FOOT OF ROLLER. E. TOP DRESSING (OPTIONAL): ALL SEEDED AREAS SHALL BE TOPDRESSED WITH NITROHUMUS, SPREAD UNIFORMLY IN A CONTINUOS BLANKET USING 1-1/2 CUBIC YARDS PER 1,000 SQUARE FEET (APPROXIMATELY 1/4 INCH LAYER). THE NITROHUMUS SHALL BE SPREAD STARTING AT THE WINDWARD SIDE OF THE AREA. F. INITIAL WATERING: IMMEDIATELY FOLLOWING THE TOPDRESSING (IF EXERCISED), A LIGHT, FINE MIST SPRAY SHALL BE APPLIED TO THE LAWN AREAS TO ANCHOR THE DRESSING TO THE SOIL, FORMING A PROTECTIVE CRUST TO PREVENT WIND EROSION AND DRYING-OUT OF THE SEED. THE LAWN AREA SHALL BE KEPT MOIST, BUT NOT GLISTENING WET, UNTIL FULL GERMINATION, G. FINAL COMPACTION: THE FULLY GERMINATED LAWN AREAS SHALL BE ALLOWED TO DAY SUFFICIENTLY TO PERMIT ROLLING AND SHALL THEN BE ROLLED WITH 60 TO 90 POUNDS PER LINEAL FOOT. ROLLER TO COMPACT THE SOIL AROUND THE GRASS ROOTS AND TO PROVIDE A FIRM, SMOOTH MOWING SURFACE. H. FILLING: FOLLOWING COMPACTION AND IRRIGATION SETTLEMENT, ALL Dl'.PAESSED AREAS SHALL BE FILLED WITH SCREENED CONDITIONED TOPSOIL AND RE-SEEDED WHERE NECESSARY. I. PROTECTION: THE LAWN AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC AND OTHER USE IMMEDIATELY AFTER SEEDING IS COMPLETED BY PLACING WARNING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR. J. FINISHING: AFTER THE SEEDING OPERATIONS HAVE BEEN COMPLETED, THE TOP SURFACE OF THE LAWN AREAS SHALL BE LEFT SMOOTH AND EVEN AND SHALL CONFORM TO FINISH GRADES. HERBICIDE APPLICATION: PRE-EMERGENT HERBICI.OE 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 ANO 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. Landscape Archilecture • Planning La Jolla Centre II 9255 Towne Cenlre Drive, Sul le 340 San Diego, CA 92121-3002 -·· -•-•--,-.,~.w, -·--,~-~--·-- - --·-----~ ,-"1--'16 IJA I!, ENCINEl:l1 __ , ___ ···-·-~·~··-- ···--~---~- --· O!,.j,&. IN I I I Al. OF •TJRK _,,. .......... ---"AS BU I L T II 'f/7~~ L~ ',// • ,{"<}' 'l_ APPROVED FOR PLANTING ~-v;, t,.' AND IRRIGATION ONLY, '-~ ' !"'Si L,_ / "" / ,~ :---.... INCLUDING PRECISE DA IE ·1' \ -;, 11 ~J.'.'.,' * z:, Ill A E XI'. -~--LOCATION OF PLANTING J'K ln ~ l,ic V I le WL I) UY; '11,, ,-;,. AREAS -L£FJ~~ ~r I NSP[CTUfl DATE -CT[]-CITY--OF CARLSBAD 111--•-·-•-f,< ~ilfff"TS •~•--••••~"•••m-•-•-•-•••~•,-•--•-•-•~•••~•,m ,N_,_. ',~m,a•,~,-•-•-•=-~•~•-• ·--~~--·~,--~---------·, ·-·~·-·-,····, •~-•-•-•m,,, "' '?2.. ~~·~------~-·----~·~·--··-·"~---··~ PLANNING DEPARH,tENT --·-·-. --·-----·-~ -~-~~---~~~---· LANDSCAPE SPECIFICATIONS FOR: gy RANCHO CARR I LLO VILLAGE , 0. .. ~·-···-·-·-"--·-·-.,,., • -I Al'PHOVLD __.... :~ ~-~~--~--~-~---·-·---~---· . AS~I 111'i:fo•i .• ·": __ ,:'____ .tf:ll-;£?7 11\k-l\~,;:,t-.\;"'--'o. ,,_ ?Pl., w /J-., DAT[ I IJI T IAL IJA it IN I I I 1,1. D~N [IY: __ Pllll.lFU llO. IJl1AWINl, NU. Rl:VI'.,IO~J Dl:SCFl !PT l D~I CHKD BY: ___ ----. CT 93-08 34B-!5L ornrn APl'ROVAI. CI TY AFPROVAI_ RVWO DY: ~-------------------------------------------------_:..-----------------==--·------------------------------------' 619 550-1575 • Fax 550-1580 - -r- 1 QEN.EFIAL UTILITY EASEMENT--->------4 . EXISTINQ WALK:---....... -t'f..l~'. I I rc/14 ~Mir 1-, fM,1112,1?9 1u oizotr-z.'(o lf.l'"?f.s,,u,.. 'li1~ ~ ~-r OCW!Z 1<.J 11!4-I ~ 11-!ia. F-/W I I I \ I I I I I I I ; i ., -- lJ!W • _,O "t. ASPAOA ., )J f" I I I ~ - I I ' \l "l ~\ \ \ I ~ _? l\ - I I ' I :() "' ~ I ' I I J ~ j;1 ~ --0 C -~ - ">\ -' ~ ~ <,.\ ... ..._"' .a.-1...._.,. • "-•nl•1 La ,-,Ila CaalN II NM h•-C.olN llf,lv-.hlh 140 •• Dieao.CA aJII--IIIIJIOO.IPO • ,a1 IIO.JIIO • _c ' .-)~ ~ "(--' 0 10 20 I t·d DATE INITIAL ENGINEER OF WORK C ~ -i -\ti - 40 80 t '' , ----;j GRAPHIC SCALE IN FEET REV[SION DESCRIPTION I I \ \ I \ I \ \ ' \ \ ' I I \ \ \ I \ \ I I I I I I I I I I I I I I I I I I 19 NEW SHEET "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~ CITY OF CARLSBAD I so/is I 7 Pt.ANN I NG DEPARTIENT CONSTRUCTION PLAN FOR: RANCHO CARRILLO VILLAGE '0' PASSIVE PARK APPROV~ /, j//4 . A !:-G~9[ ~pt'III""/ _/. -I r -~ ASSIST ~ rLANl>l'II-IG DIRECLOR DATE OWN BY: PROJECT NO. DRAWING NO. DAT£ INITIAi. DAT£ INITIAL CHKLI BY: CT 93-08 348-SL OTHER APPROVAL CITY APPROVAL RVWO BY: ) / . . ' • I> , "' ... , • • PREMOLDED POLYFOAM EXPANSION BOARD FILLER TWO (2) PART POLYURETHANE 0/E JOINT FILLER COLOR TO MATCH ADJACENT PAVING EXPANSION JOINT 1/4'' TOOLED RADIUS ALL 6x6/WI. 4 x WI. 4/WWF FINISH GRADE 0 CENTER or SLAB ~ _: :;;,_:_;,;::_. ':: :_;ie,.·_:-::_:)111= w w '--m m =I 11 6.. THICKENED EDGE WERE EXPANSION JOINT TYP, CALLED FOR ON PL.AN <TYP,1 WEAKENED PLANE JOINT ti PERPENDICULAR DIRECTION 6x6/WI, 4 x WI. 4/WWF a CENTER OF SLAB NOTES1 I l II I" ,a 1. SEE PL.ANS FOR JOINT LOCATIONS, 2, MAXIMUM SP ACING or JOINTS SHALL BE 8' · O" o.c. TOOLED SCORE JOINT 1/4" T COLED RADIUS ALL Y , FINISH GRAD 3. ALL CONCRETE PAVING PATTERNS, FINISH & COLOR PER PLANS. 4. SEE SHEET S·l FOR MATERIAL SPECIFICATIONS. CONCRETE PAVING -JOINTS i , I I i -~li.lC.C~---~~- / I / ___ __ '-o" 8119/96 LAWN /If.EA <SEE PLAN! L 1 '(J • '(J ~ Co • ::t! •• l'-,i <I • • 3" 6" • N I I I NOTES: CONCRETE MOW CURB SCORE JOINT SEE NOTE •2 SHRlll MEA <SEE PLAN> •3 REBAR CONT. 90X COMPACTED SUBGRAOE l REBAR SHALL BE CONTHJOUS W/12" OVERLAP. 2. PROVllE1/2" EXPANSION JOINTS O 30' O.C. & 1/a" X 13/4" SCORE JOf<ITS O 10' O.C. B CONCRETE MOW CURB SClt.E: 3" • I" ·O" FNSH GRADE UMP _____ ...... (-=-[)---1. E 11/10/97 8" 8/21/96 <2>·•4 REBM HORIZ. CONT. 12" OVERLAP O SPLICES •4 REBAR V[RT.11 24" O.C. WASt£0 PLASTER SANO FOR PLAY SURF ,C.[ CURB AT PLAY AREA SCALE: 1'/i"•l'-0" B/28/96 L•n<ll:011.p• .A.rab.lholnr• • Plannin,: I.a Jon .. C•nt:re II 92Gt\ Towne Centre Drlvl!I, Sult• 94.0 Set:Q D11110, c.A. e21a1 ~aooi e1e.560.1575 • r .. 550.15eo • .., -· - C DATE [N!T[AL ENGINEER OF WORK .. .. .. l 8" l ., SAND PLAY SURFACE ½" RADUIS (2)-•4 REBAR HORIZ. CONT. 12" OVERLAP ll SPLICES •4 REBAR VERT. ll 1B" O.C. 4" P.C.C. WALK 4" CLASS II FILL 951/. COMPACTION DEEPENED EDGE AT PLAY AREA NOT TO SCALE ~ 4S0 ~--' ' . . . ._ ... ,t,,_,4_ .. -~·c]•~ 1·~-4 ' ~ ' • • I), ' .. > .. • •• . ... .. -... PLAY SURF ACE SCALE: 1"•1'-0" NEW SHEET 8/28/96 TOP LAYER PER MAH.FACT.SPECS ABSORBTION LAYER PER MANUFACT.SPECS CONCRETE PAVING SAND -------17 90X COMP ACTED S\J!GRAOE 12/11/96 ~ ~ "AS BUILT" g , APPROVED FOR PLANTING ""' .. , AND IRRIGATION ONLY, tf, -< l?//qa, Jf-INCLUDING PRECISE DATE . RLA EXP. ~......---~ LOCATION OF PLANTING 7t Of CAl \\~ REVIEWED BY: AREAS EXP. DATE ~-',>1·11 !NSPECTOR DATE I IBT I CITY OF CARLSBAD I SuTS I PL~ING DEPARTMENT CONSTRUCT[ON DETA[LS FOR: RANCHO CARRILLO VILL~E 'O' PASSIVE PARK APPROVED ~M 5-5~7(' ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO, DRAWING NO, DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY: CT 93-08 348-5L OTHER APPROVAL C !TY APPROVAL RVWD BY: D XISTING WM.K EXPANSION JOINT t£W WALK • MEET rLUSH WITH EXISTING 4" 6" NEW WALK TO EXISTING WALK CONNECTION 8/19196 SAND AREA 1/, 21/. 11 111 r-----o~, W-w= I I i=:W3 11 ~..,...., 0 ....,,..., ....... ....,,........,=..u.,.TT'O ITT 111ll.ffi 11 ITT fJ 0 o0 °~: ~ U SUMP W/ CRUSHED ROCK -1 ~0 f: t') - 3/4 "-1-1/2" DIA. 311 ~cPo oc;:1 FILTER FABRIC \0 0 ° 0 0 111--+-----:_:::~:..:__:..:..::::..::.:::....__ ~------~ l 2'-o" l ~ ~ PLAY AREA SUMP SCALE:½ "·1'-0" 1130/97 SEE PLAN . . . P.C.C. SLAB -SEE SPECS. 1/2 " RADIUS ALL EXPOSED EDGES 2" SHRUB AREAS 901/. COMPACTED SUBGRADE CONCRETE PAVING -WALK 217/9', 0 FINISH SCHEDULE BENCH AVAILABLE THROUGH· QUICKCRETE PRODUCTS GORP PH. (909) 737-6240 FAX QUOTE LN. (909) 737-7032 MODEL: Q2-AR-72B, FINISH-LIGHT SAND BLAST (T2) COLOR-SAND (C2) TRASH RECEPTACLE AVAILABLE THROUGH: QUICKCRETE PRODUCTS CORP. PH. (909) 737-6240 FAX QUOTE LN. (909) 737-7032 MODEL: QR-PS2533W, FINISH· LIGHT SAND BLAST (T2) COLOR-SAND (C2) LID TYPE: D ANODIZED ALUMINUM COLOR BURGANDY PLAVDECK AVAILABLE THROUGH: COAST RECREATION INC, PH. (714) 553,8065 FAX QUOTE LN. (9714553-8067 MODEL: LANDSCAPE STRUCTURES #100011 PLAY DECK WITH TRANSFER MODUAL SPRING RIDER AVAILABLE THROUGH: COAST RECREATION INC. PH. (714) 553-8065 FAX QUOTE LN. (9714553'8067 MODEL: LANDSCAPE STRUCTURES #100022 SEA HORSE SPRING RIDER AVAILABLE THROUGH: COAST RECREATION INC . PH. (714) 553-8065 FAX QUOTE LN. (9714553-8067 MODEL: LANDSCAPE STRUCTURES #1 00023 DOLPHIN RESILIENT SURFACE AVAILABLE THROUGH: COAST RECREATION INC. PH. (714) 553-8065 FAX QUOTE LN. (9714553-8067 MODEL: PLAYBOUND (POURED IN PLACE) COLOR· BLUE (j) ~o LuU~•P• ArohSt.-,ture • Pluutn1 La loll• Cent.r• U 9268 To•D• Cent.• Drhe, Suite MO S•11 D1010, Ci 92121-3002 IIJJ9.0IJO.lO"f0 • tu: 000,llSBO k.l,Ae,HW ~ $.J.J D \t.llSC4P~ ,t-~,sw, :ft i!IX~ • \. ~/.£'// b I J ~--~ 7 Of C1t\\\ EXP. DATE . . DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK NEW SHEET "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE DATE RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE Lir] CJTY OF CARLSBAD ITf] ?j Pt.ANNING ll[PARTMENT '2. CONSTRUCTION DETAILS FOR: RANCHO CARRILLO VILLAGE 'O' PASSIVE PARK APPROVED ?~f 5-S-7'(" ASSISTANr-PLliNNING DIRECTOR DATE OWN BY: -1 I DATE lNITIAL DATE INITIAL PROJECT NO. DRAWING NO, CHKO BY: CT 93-08 348-SL OTHER APPROVAL C !TY APPROVAL RVWO BY: SECTION .. Q.;UM CON.CRETl:; ....... FOR.M.WOR.K PART 1 -GENERAL 1,1 DESCfllPTION; , 1 RELATED WORK DESCRIBED ELSEWHERE: A. EXCAVATION FOR FOOTINGS: SECTION 02220 B. CONCRETE REINFORCEMENT: SECTION 03200 C CAST-IN-PLACE CONCRETE: SECTION 03300 1. 2 QUALITY ASSURANCE: , 1 DESIGN OF FORMWORK IS THE CONTRACTOR'S RESPONSIBILITY. . 2 STANDARDS: COMPLY WITH ALL PERTINENT PROVISIONS OF THE AME:RICAN CONCRETE INSTITUTE (ACI) 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". 1, 3 SUBMITTALS: , 1 COMPLY WITH SECTION 01300. . 2 JOINT LAYOUT: SUBMIT JOINTS LAYOUT FOR CONCRETE WORK. FABRICATION SHALL NOT BE DONE PRIOR TO OBTAINING APPROVAL. PART _2 -PROD UC.IS 2 .1 FORM MATERIALS; 2.2 .1 FORMS: A. CONSTRUCT FORMWORK FOR EXPOSED (PAINTED OR UNPAINTED) CONCRETE SURFACES WITH SMOOTH-FACED, UNDAMAGED PLYWOOD OR OTHER PANEL-TYPE MATERIALS ACCEPTABLE TO THE ARCHITECT, TO PROVIDE CONTINUOUS, STRAIGHT, SMOOTH AS-CAST SURFACES. FUflNISH IN LARGEST PRACTICABLE SIZES TO MINIMIZE NUMBER OF JOINTS. B. CONSTRUCT FORMWORK FOR CONCRETE CONCEALED FROM VIEW WITH ROUGH-SAWN BOARDS OF SOUND GRADE. C. FORM CYLINDRICAL COLUMNS WITH PAPER OR FIBER TUBES, CONSTRUCTED OF LAMINATED PLIES USING WATER- RESISTANT ADHESIVE WITH WAX-IMPREGNATED EXTERIOR FOR WEATHER AND MOISTURE PROTECTION. D. PROVIDE FORM MATERIAL WITH SUFFICIENT THICKNESS T 0 WITHSTAND PRESSURE OF NEWLY-PLACED CONCRETE WITHOUT EXCESSIVE AND OBJECTIONABLE BOW OR DEFLECTION. . 2 FORM TIES: A. PROVIDE FACTORY-FABRICATED, ADJUSTA8LE-LENGTH, REMOVABLE OR SNAPOFF METAL FORM TIES, DESIGNED TO PREVENT FORM DEFLECTION ANO TO PREVENT $PALLING CONCRETE SURFACES UPON REMOVAL. B. PROVIDE TIES SO THAT PORTION REMAINING WITHIN CONCRETE AFTER REMOVAL OF EXTERIOR PARTS IS AT LEAST 1-1/2'' FROM THE OUTER CONCRETE SURFACE. PROVIDE FORM TIES WHICH WILL NOT LEAVE A HOLE LARGER THAN 1 " DIAMETER IN THE CONCRETE SURFACE, C. FORMS COATINGS: PROVIDE COMMERCIAL FORMULATION FORM-COATING COMPOUNDS THAT WILL NOT BOND WITH, STAIN, NOR ADVERSELY AFFECT CONCRETE SURFACES REQUIRING BOND OR ADHESION, NOR IMPEDE THE WETTING SURFACES TO BE CURED WITH WATER OR CURING COMPOUNDS, DESIGN OF FORMWORK: .1 GENERAL: A. DESIGN, ERECT, SUPPORT, BRACE, ANO MAINTAIN FORMWORK SO THAT IT WILL SAFELY SUPPORT VERTICAL AND LATERAL LOADS THAT MIGHT BE APPLIED, UNTIL SUCH LOADS CAN BE SUPPORTED BY THE CONCRETE STRUCTURE, B. DESIGN FORMS AND FALSEWORK TO INCLUDE ASSUMED VALUES OF LIVE LOAD, DEAD LOAD, WEIGHT OF MOVING EQUIPMENT OPERATED ON FORMWORK, CONCRETE MIX, HEIGHT OF CONCRETE DROP, VIBRATOR FREQUENCY, AMBIENT TEMPERATURE, FOUNDATION PRESSURES, STRESS!:$, LATERAL STABILITY, AND OTHER FACTORS PERTINENT TO SAFETY OF STRUCTURE DURING CONSTRUCTION. C. EARTH FORMS: SIDE FORMS OF FOOTINGS MAY BE OMITTED ANO CONCRETE PLACED DIRECTLY AGAINST EXCAVATION ONLY WHEN REQUESTED BY THE CONTRACTOR AND ACCEPTED BY THE ARCHITECT. 3. 1 SURFACE CONDITIONS: . 1 EXAMINE THE SUBSTRATE AND CONDITIONS UNDER WHICH WORK OF THIS SECTION IS TO BE PERFORMED, AND CORRECT UNSATISFACTORY CONDITIONS WHICH WOULD PREVENT PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3, 2 FORM CONSTRUCTION: .1 GENERAL: A. CONSTRUCT FORMS COMPLYING WITH ACI 347, TO THE EXACT SIZES, SHAPES, LINES, AND DIMENSIONS SHOWN, AND AS REQUIRED TO OBTAIN ACCURATE ALIGNMENT, LOCATION, GRADES, LEVEL, AND PLUMB WORK IN FINISH STRUCTURES. B. PROVIDE FOR OPENINGS, OFFSETS, SINKAGES, KEYWAYS, RECESSES, MOLDINGS, REGLETS, CHAMFERS, BLOCKING, SCREEDS, BULLHEADS, ANCHORAGES, INSERTS, AND OTHER FEATURES REQUIRED. USE SELECTED MATERIALS TO OBTAIN REQUIRED FINISHES. C. FORMS FOR OPENINGS, AND CONSTRUCTION WHICH ACCOMMODATES INSTALLATION BY OTHER TRADES WHOSE MATERIALS ANO PRODUCTS MUST BE FABRICATED BEFORE THE OPPORTUNITY EXISTS TO VERIFY THE MEASUREMENTS OF ADJACENT CONSTRUCTION WHICH AFFECTS SUCH INSTALLATIONS, SHALL BE ACCURATELY SIZED AND LOCATED AS DIMENSIONED ON THE DRAWINGS, IN THE EVENT THAT DEVIATION FROM THE DRAWING DIMENSIONS RESULTS IN PROBLEMS IN THE FIELD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESOLUTION OF THE CONDITIONS AS APPROVED BY THE ARCHITECT, WITHOUT ADDITIONAL EXPENSE TO THE OWNER. . 2 FABRICATION: A. FABRICATE FORMS FOR EASY REMOVAL WITHOUT HAMMERING OR PRYING AGAINST CONCRETE SURFACES, B, PROVIDE TEMPORARY OPENINGS WHERE INTERIOR AREA OF FORM-WORK IS INACCESSIBLE FOR CLEANOUT, FOR INSPECTION BEFORE CONCRETE PLACEMENT, AND FOR PLACEMENT OF CONCRETE. 3.3 3.4 3.5 .3 FALSEWORK: A. ERECT FALSEWORK AND SUPPORT, BFIACI! AND MAINTAIN IT TO SAFELY SUPPORT VERTICAL, LATERAL, AND ASYMME: TAI CAL LOADS APPLIED UNTIL SUCH LOADS CAN BE SUPPORTED BY IN-PLACE CONSTRUCTION. .4 FORMS FOR EXPOSED CONCRETE: A. DAILL FORMS TO SUIT TIES USED AND TO PREVENT LEAKAGE OF CONCRETE MORTAR AROUND TIE HOLES DO NOT SPLINTER FORMS BY DRIVING TIES THROUGH IMPROPERLY PREPARED HOLES. B, PROVIDE SHARP, CLEAN CORNERS AT INTERSECTING PLANES, WITHOUT VISIBLE EDGES OR OFFSETS. C. ASSEMBLE FORMS SO THEY MAY BE READILY REMOVED WITHOUT DAMAGE TO EXPOSED CONCRETE SURFACES. . 5 CORNEA TREATMENT: UNLESS SHOWN OTHERWISE, FORM CHAMFERS WITH 3/4" X 3/4" STRIPS, ACCURATELY FOAMED AND SURFACED TO PRODUCE UNIFORMLY STRAIGHT LINES AND TIGHT EDGE JOINTS ON EXPOSED CONCRETE. EXTEND TERMINAL EDGES TO REQUIRED LIMIT AND MITER CHAMFER STRIPS AT CHANGES IN DIRECTION. . 6 CONTROL JOINTS: LOCATE AS INDICATED, . 7 PROVISION FOR OTHER TRADES: PROVIDE OPENINGS IN CONCRETE FORMWORK TO ACCOMMODATE WORK OF OTHER TRADES. VERIFY SIZE AND LOCATION OF OPENINGS, RECESSES AND CHASES WITH THE TRADE REQUIRING SUCH ITEMS, ACCURATELY PLACE AND SECURELY SUPPORT ITEMS TO BE BUILT INTO FORMS, . 8 CLE;ANING AND TIGHTENING: THOROUGHLY CLEAN FORMS AND ADJACENT SURFACES TO RECEIVE CONCRETE. REMOVE CHIPS, WOOD, SAWDUST, DIRT, AND OTHER DEBRIS JUST BEFORE CONCRETE IS PLACED. RETIGHTEN FORMS IMMEDIATELY AFTER CONCRETE PLACEMENT AS REQUIRED TO ELIMINATE MORTAR LEAKS. INSTALLATION OF EMBEDDED ITEMS: , 1 SET AND BUILD INTO THE WORK ANCHORAGE DEVICES ANO OTHER EMBEDDED ITEMS REQUIRED FOR OTHER WORK THAT IS ATTACHED TO, OR SUPPORTED BY, CAST-IN-PLACE CONCRETE. . 2 EDGE FORMS AND SCRJ;:ED STRIPS FOR SLABS. SET 1:DGE FORMS OR BULKHEADS AND INTERMEDIATE SCREED STRIPS FOR SLABS TO OBTAIN REQUIRE□ eLEVATIONS AND CONTOURS IN THE FINISHED SLAB SURFACE. PROVIDE AND SECURE UNITS TO SUPPORT TYPES OF SCREl"DS REQUIRED. REMOVAL OF FORMS: . 1 FORMWORK NOT SUPPORTING CONCRETE, SUCH AS Sloes OF BEAMS, WALLS, COLUMNS, AND SIMILAR PARTS OF THE WORK, MAY BE REMOVED AFTER CUMULATIVELY CURING AT NOT LESS THAN 5 0 DEGREES F FOR 24 HOURS AFTER PLACING CONCRETE, PROVIDED CONCRETE IS SUFFICIENTLY HARD TO NOT BE DAMAGED BY FORM REMOVAL OPERATION, AND PROVIDED THAT CURING AND PROTECTION OPERATIONS ARE MAINTAINED. . 2 FORMWORK SUPPORTING WEIGHT OF CONCFIETE, SUCH AS BEAM SOFFITS, JOISTS, SLABS AND OTHER STRUCTURAL ELEMENTS MAY NOT BE REMOVED IN LESS THAN 14 DAYS, AND NOT UNTIL CONCRETE HAS ATTAINED DESIGN MINIMUM 28 DAY COMPRESSIVE STRENGTH. DETERMINE POTENTIAL COMPRESSIVE STRENGTH OF IN-PLACE CONCRETE BY TESTING FIELD-CURED SPECIMENS REPRESENTATIVE OF THE CONCRETE LOCATION OR MEMBERS, AND SPECIFIED IN OTHER SECTIONS. RE-USE OF FOAMS: . 1 CL.EMI AND RE.PAIR SURFACES OF l"QFIMS TO BE REUSED IN THE. . WORK. SPLIT, FRAYED, DELAMINATED OR -JTHERWISE DAMAGED FORMFACING MATERIAL WILL NOT BE ACCEPTABLE. APPLY NEW FORM COATING COMPOUND MATERIAL TO CONCRETE CONTACT SUAFACJ;:S AS SPECIFIED FOR NEW FORMWORK. WHEN FORMS ARE REUSED FOR SUCCESSIVE CONCRETE PLACEMENT, THOROUGHLY CLEAN SURFACES, REMOVE FINS AND LAITANCE, AND TIGHTEN FORMS TO CLOSE ALL JOINTS. ALIGN AND SECURE JOINTS TO AVOID OFFSETS, SECTION 03200 CONCRETE FIEINFORCEMENT PART 1 -GENERAL 1, 1 DESCRIPTION: .1 RELATl!D WOFIK DESCRIBED ELSEWHERE: A. CAST-IN-PLACE CONCRETE: SECTION 03300 8. CONCRETE UNIT MASONRY: SECTION 04220 1 .2 bUALITY ASSURANCE: .1 COMPLY WITH PERTINENT PROVISIONS OF FOLLOWING STANDARDS, EXCEPT AS HEREIN MODIFIED: , 2 CONCRETE REINFORCING STEEL INSTITUTE (CASI) "MANUAL OF STANDARD PRACTICE"; . 3 AMERICAN CONCRETE INSTITUTE (ACI) 318. . 4 MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURE (ACI) 315. 1.3 SUBMITTALS: .1 COMPLY WITH PERTINENT PROVISIONS OF SECTION 01300. ,2 SHOP DRAWINGS, REINFORCEMENT: SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING, AND PLACEMENT OF CONCRETE REINFORCEMENT. COMPLY WITH ACI 315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" SHOWING BAR SCHEDULE, STIRRUP SPACING, DIAGRAMS OF BENT BARS, ARRANGEMENT OF CONCRETE REINFORCEMENT. INCLUDE SPl;:CIAL REINFORCEMENT REQUIRED AND OPENINGS THROUGH CONCRETE STRUCTURES. . 3 MILL CERTIFICATES: SUBMIT STEEL PRODUCER'S CERTIFICATES OF MILL ANALYSIS, TJ;:NSILE, AND BEND TESTS FOR REINFORCING STEEL 1.4 PRODUCT HANDLING; , 1 DELIVERY: DELIVER REINFORCEMENT TO THE JOB SITE BUNDLED, TAGGED, AND MARKED. USE METAL TAGS INDICATING BAR SIZE, LENGTHS, AND OTHER INFORMATION CORRESPONDING TO MARKINGS SHOWN ON PLACEMENT DIAGRAMS. . 2 STORAGE: STORE REINFORCEMENT AT THE JOB SITE IN A MANNER TO PREVENT DAMAGE AND ACCUMULATION OF DIRT AND EXCESSIVE RUST. PART 2 -PRODIJ.C.TS 2 .1 MATERIALS: .1 REINFORCING BARS: COMPLY WITH ASTM A 615-79 (DEFORMED BARS), NO. 5 BARS ANO SMALLER, GRADE 40; ALL OTHERS GRADE 60. #97-025 . 2 STEEL WIRE: COMPLY WITH ASTM A 82, . 3 WELDED WIRE FABRIC: COMPLY WITH ASTM A 185-73. .4 SUPPORTS FOR REINFORCEMENT: BOLSTERS, CHAIRS, SPACERS, AND OTHER DEVICES FOR SPACING, SUPPORTING, AND FASTENING REINFORCEMENT IN PLACE: A, USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CASI RECOMMENDATIONS, UNLESS OTHERWISE INDICATED. DO NOT USE WOOD, BRICK, AND OTHER UNACCEPTABLE MATERIALS. B. FOR SLABS ON GRADE, USE SUPPORTS WITH SANO PLATES OR HORIZONTAL RUNNERS WHERE BASE MATERIAL WILL NOT SUPPORT CHAIR LEGS. C. FOR EXPOSED-TO-VIEW CONCRETE SURFACES, WHERE LEGS OF SUPPORTS ARE IN CONTACT WITH FORMS, PROVIDE SUPPORTS WITH EITHER HOT-DIP GALVANIZED OR PLASTIC- PROTECTED LEGS. 2.2 FABRICATION: , 1 GENERAL: FABRICATE REINFORCING BARS TD CONFORM TO REQUIRED SHAPES AND DIMENSIONS, WITH FABRICATION TOLERANCES COMPLYING WITH CASI MANUAL. IN CASE OF FABRICATING ERRORS, DO NOT REBEND OR STRAIGHTEN REINFORCEMENT IN A MANNER THAT WILL INJURE OR WEAKEN THE MATERIAL. . 2 UNACCEPTABLI: MATERIALS: REINFORCEMENT WITH ANY OF THE FOLLOWING DEFECTS WILL NOT BE PERMITTED IN THE WORK: A. BAR LENGTHS, DEPTHS, AND BENDS EXCEEDING SPECIFIED FABRICATION TOLloRANCES. B. BENDS OR KINKS NOT INDICATED ON DRAWINGS OR FINAL SHOP DRAWINGS. C. BARS WITH REDUCED CROSS-SECTION DUE TO EXCESSIVE RUSTING OR OTHER CAUSE. P.AEIT 1..:lll;tUllQl\l 3 .1 INSPECTION: . l EXAMINE __ .JHE SUBSTRATE. ... FORM_W.ORK~ .AJ'ID . THE _CQN.~!.TIONS UNDER WHICH CONCRJ;:TE REINFORCEMENT 1s-·fo £IE. PL-ACED, AND CORRECT CONDITIONS WHICH WOULD PREVENT PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEl:D WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED, 3.2 INSTALLATION: .1 COMPLY WITH THE SPECIFIED STANDARDS FOR DETAILS AND METHODS OF REINFORCEMENT PLACEMENT AND SUPPORTS, AND AS HEREIN SPECIFIED. , 2 CLEAN REINFORCEMENT TO REMOVE LOOSE AUST AND MILL SCALE, EARTH, AND OTHER MATERIALS WHICH REDUCE OR DESTROY BOND WITH CONCRETE, , 3 POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK, CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS. . 4 INST ALL WELDED WIRE FABRIC IN AS LONG LENGTHS AS PRACTICABLE. LAP ADJOINING PIECES AT LEAST ONE FULL MESH. . 5 SPLICES: PROVIDE STANDARD REINFORCEMENT SPLICES BY LAPPING ENDS, PLACING BARS IN CONTACT, AND TIGHTLY WIRE TYING. S.E.CTION 03300 i;A.SI,IN=PLACE CONCRE.IE PART 1 • GENERAL 1. 1 DESCRIPTION: 1. 2 .1 RELATED WORK DESCRIBED ELSEWHERE: A. CONCRETE FORMWORK: SECTION 03100 B. CONCRETE REINFORCEMENT: SECTION 03200 C. EXPOSED AGGREGATE CONCRETE FINISHES: SECTION 03351 QUALITY ASSURANCE: .1 REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE PROVISIONS OF THE FOLLOWING CODES AND STANDARDS, UNLESS MODIFIED BY THE SPECIFICATIONS OR DRAWINGS. "2 A. UNIFORM BUILDING CODE, 1979 EDITION, CHAPTER 2 6, "CONCRETE", B. AMERICAN CONCRETE INSTITUTE (ACI): "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318-71 EDITION. QUALITY CONTROL: A. FURNISH CERTIFIED REPORTS OF EACH PROPOSED MIX FOR EACH TYPE OF CONCRETE PRIOR TO START OF INSTALLATION OF THE WORK OF THIS SECTION. B . c. DO NOT BEGIN CONCRETE PRODUCTION UNTIL ALL MIXES HAVE BEEN REVIEWED BY THE ARCHITECT, ALSO SEE OTHER REQUIREMENTS FOR TESTING AS STATED IN PART 3 OF THIS SECTION. 1. 3 SUBMITTAL$: . 1 SAMPLE PANEL: PROVIDE 24" X 24" SAMPLE PANEL INDICATING SANDBLASTED FINISH. CONCRETE IN SAMPLE PANEL SHALL BE SAME AGE AS CONCRETE TO RECEIVE SANDBLASTED FINISH. PART 2 -PRODUCTS 2.1 MATERIALS: .1 AGGREGATES: NORMAL SAND·GFIAVEL AGGREGATl:S CONFORMING 2.2 . 2 CEMENT: ASTM C150 "PORTLAND CEMENT" TYPE I OR TYPE II. • 3 WATER: CLEAN AND FREE FROM DELETERIOUS AMOUNTS OF ACIDS, ALKALI, OIL, OR ORGANIC MATERIALS. , 4 ADMIXTURES: ASTM C 494 ADMIXTURE SHALL BE SUBJECT TD THE APPROVAL OF THE ARCHITECT. . 5 AIR-ENTRAINING AGENT: ASTM C 260. . 6 CURING MEMBRANE: NON-STAINING PAPER CONFORMING TO ASTM C 171, OR 6 MIL THICK POLYETHYLENE FILM. . 7 EXPANSION SLEEVES: PHILLIP'S REDHEAD ANCHORS CONFORMING TO ICBO RESEARCH COMMITTEE Rl"COMMENDATION REPORT NO, 2614, PARABOLT CONCRETE ANCHORS CONFORMING TO ICBO RESEARCH COMMITTEE RECOMMENDATION REPORT NO. 2350, 0 R APPROVED EQUIVALENT, . 8 CURING COMPOUND; ASTM C 309, LIQUID MEMBRANE FORMING WITH FUGITIVE DYE FOR IDENTIFICATION. COMPOUND SHALL BE COMPATIBLE WITH FINISH TO BE APPLIED THERETO. CURING COMPOUND AND AREAS RECEIVING IT MUST BE APPROVED BY THE ARCHITECT. . 9 EXPANSION JOINTS: METAL TYPE, BURKE "COLDKEY"', OR EQUAL. .10 CLEAR SEALER HARDENER: SONNEBORN "LAPIDOLITH", PROTEX INDUSTRIES "LOTHOPLATE", OR EQUAL. . 11 VAPOR BARRIER: 6 MIL POLYVINYL CHLORIDE (PVC) SHEETING WITH A PER RATING OF .05. .12 SANO FOR USE WITH VAPOR BARRIER: WASHED FINE AGGREGATE CONFORMING TO ASTM C 33. MIXES: . 1 MIX DESIGNS: A, MIX DESIGNS SHALL BE MADE BY A RECOGNIZED TESTING LABORATORY UNDER THE ACTIVE DIRECTION OF A CIVIL ENGINEER, WHO SHALL DETERMINE MIX DESIGNS TO FULFILL THE SPECIFIED REQUIREMENTS FOR STRENGTH, AGGREGATE SIZE AND WORKABILITY OF CONCRETE, AND SUCH DESIGNS SHALL BE USED IN PROPORTIONING ALL STRUCTURAL CONCRETE. MIX DESIGNS SHALL BE SUBMITTED TO THE ARCHITECT FOR INFORMATIONAL PURPOSES ONLY. COSTS FOR MIX DESIGNS SHALL BE PAID FOR BY THE CONTRACTOR. B. MIX DESIGNS SHALL BE MADE IN ACCORDANCE WITH ACI 31 8 AND 301, AND SHALL CONFORM TO REQUIREMENTS FOR GRADE A CONCRETE AS SPECIFIJ;:O IN CHAPTER 43 OF THE UBC, C. COVER AND CLEAR DISTANCES BETWEEN REINFORCING BARS SHOWN ON THE DRAWINGS SHALL BE CONSIDERED IN DETERMINING THE AGGREGATE SIZE FOR MIX DESIGNS AND MAY RESULT IN AN AGGREGATE SIZE SMALLER THAN THE MAXIMUM AGGREGATE SIZE ALLOW!;:□ ELSEWHERE IN THIS SPECIFICATION. D, A LIST OF WHERE THE MIX DESIGNS ARE TO BE USED SHALL ACCOMPANY THE DESIGNS. E. SUBMISSION OF MIX DESIGNS SHALL NOT BE CONSIDERED UNQUALIFIED APPROVAL, AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO FURNISH CONCRETE OF PROPER CONSISTENCY AND SPECIFIED STRENGTHS. . 2 PROPERTIES AND PROPORTIONS: A. CONCRETE: 1. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM CYLINDl::R COMPRESSIVE STRENGTH AS INDICATED ON THE DRAWINGS. 2. SLUMPS: SLUMP SHALL BE 4 INCHES FOR ALL SLABS- ON-GRADES; MAXIMUM SLUMP FOR OTHER CONCRETE SHALL BE 4 INCHES. 3, .A .8 .c MAXIMUM SIZE AGGREGATE. IN NO CASE SHALL THE MAXIMUM AGGREGATE SIZE use □ EXCEED 20% OF A MEMBER'S THICKNESS, NOA SHALL IT EXCEED 3/4 0 F THE CLEAR SPACING BETWEEN REINFORCING, EXCEPT THAT IN COLUMNS AND PIERS IT SHALL NOT EXCEED 2/3 OF THE CLEAR DISTANCE BETWEEN REINFORCING. IN ADDITION, IT SHALL NEVER EXCEED THE SIZE INDICATED FOR THE FOLLOWING: SLABS, COLUMNS, PILASTERS: WALLS LESS THAN 8" THICKNESS: OTHER MEMBERS: 3/4-INCH 1-INCH 1-1/2-INCH B. GROUT: ONE PART PORTLAND CEMENT AND TWO PARTS FINE AGGREGATE, BY VOLUME. GROUT SHALL BE OF A CONSISTENCY SUITABLE FOR THE INTENDED PURPOSE ANO SHALL BE USED IMMEDIATELY AFTER MIXING. SMALL QUANTITIES OF GROUT MAY BE MIXED BY HAND, BUT ANY GROUT REQUIRING ONE-HALF SACK OF CEMENT OR MORE PE A BATCH SHALL BE MACHINE MIXED. SEE DRAWINGS FOR GROUT IN CONCRETE MASONRY WALL. PART 3 • EXECUTION 3. 1 JOINTS: . 1 CONSTRUCTION JOINTS: LOCATE AND INSTALL CONSTRUCTION JOINTS, WHICH ARE NOT SHOWN ON DRAWINGS, SO AS NOT TO IMPAIR STRENGTH AND APPEARANCE OF THE STRUCTURE, AS ACCEPTABLE TO ARCHITECT. "AS BUILT" RLA-----EXP, ___ _ REVIEWED BY: DATE TO ASTM C33 "CONCRETE AGGREGATES:. PROVIDE AGGREGATES FROM A SINGLE SOURCE FOR EXPOSED CONCRETE, NEW SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS INSPECTOR DATE -NA ,. Lan.ct.cap• Arcbit•otun, • Plian.nin.1 , l.• fQlle. Centr• 11 • _. t2GCi Towne Centre Orl••• Suite 340 ' i.. _,,. San Di•a:o, CA 92121-3002 --819.5fi0.U576 • Fo.:z 660.1680 1----+---l--~--------+--+----1------1------I ~ CITY OF CARLSBAD 5 ~~7rs :::~==:=.!===:::P::::LA:::ll::11::lll:::G::::::::DE:::P:::A::::R1:;:ME::;N::::1:====::!.!:=;_,-=~-= DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL C !TY APPROVAL CONSTRUCTION SPECIFICATIONS FOR: RANCHO CARRILLO VILLAGE 'O' PASSIVE PARK., APPROVED ~./2. /l 7-/"k/J.V ASSISTANT'Pt:AN~ING DIRECTOR DWN BY: I CHKD BY: ----1 RVWD BY: • PROJECT NO- CT 93-08 -S-9' DATE .2 B. PROVIDE KEVWAYS AT LEAST 1·1/2" DEEP IN CONSTRUCTION JOINTS IN WALLS, SLABS AND BETWEEN WALLS AND FOOTINGS; ACCEPTED BULKHEADS DESIGNED FOR THIS PURPOSE MAY BE USED FOR SLABS. PLACE CONSTRUCTION JOINTS PERPENDICULAR TO THE MAIN REINFORCEMENT. CONTINUE REINFORCEMENT ACROSS CONSTRUCTION JOINTS. CONTRACTION (CONTROL) JOINTS IN SLABS-ON-GROUND: CONSTRUCT CONTRACTION JOINTS IN SLABS-ON-GROUND TO FORM PANELS OF PATTERNS AS SHOWN. USE INSERTS 1/4" WIDE X 1/4 0 F SLAB DEPTH, UNLESS OTHERWISE INDICATED. TOOL ADJACENT CONCRETE EDGES TO A 118" RADIUS. A. FOAM CONTRACTION JOINTS BY INSERTING PREMOLDED HARD- BOARD OR FIBERBOARD STRIP INTO FRESH CONCRETE UNTIL TOP SURFACE OF STRIP IS FLUSH WITH SLAB SURFACE. AFTER CONCRETE HAS CURED, REMOVE INSERTS AND CLEAN GROOVE OF LOOSE DEBRIS, FILL EXTERIOR JOINTS WITH SEALANT SPECIFIED. 3. 2 INSTALLATION OF EMBEDDED ITEMS: 3.3 3.4 . 1 GENERAL: SET AND BUILD INTO WORK ANCHORAGE DEVICES AND OTHER EMBEDDED ITEMS REQUIRED FOR OTHER WORK THAT IS ATTACHED TO, OR SUPPORTED BY, CAST-IN-PLACE CONCRETE_ USE SETTING DRAWINGS, DIAGRAMS, INSTRUCTIONS AND DIRECTIONS PROVIDED BY SUPPLIERS OF ITEMS TO BE ATTACHED THERETO. .2 EDGE FORMS AND SCREED STRIPS FOR SLABS: SET EDGE FORMS OR BULKHEADS AND INTERMEDIATE SCREED STRIPS FOR SLABS TO OBTAIN REQUIRED ELEVATIONS AND CONTOURS IN FINISHED SLAB SURFACE. PROVIDE AND SECURE UNITS SUFFICIENTLY STRONG TO SUPPORT TYPES OF SCREED STRIPS BY USE OF STRIKE-OFF TEMPLATES OR ACCEPTED COMPACTING-TYPE SCREEDS. CONCRETE PLACEMENT: , 1 REPLACEMENT INSPECTION: BEFORE PLACING CONCRETE, INSPECT AND COMPLETE FORMWORK INSTALLATION, REINFORCING STEEL, AND ITEMS TO BE EMBEDDED OR CAST-IN. NOTIFY OTHER CRAFTS TO PERMIT INSTALLATION OF THEIR WORK; COOPERATE WITH OTHER TRADES IN SETTING SUCH WORK. MOISTEN WOOD FORMS IMMEDIATELY BEFORE PLACING CONCRETE WHERE FORM COATINGS ARE NOT USED. . 2 COORDINATE THE INSTALLATIONS OF JOINT MATERIALS AND MOISTURE BARRIERS WITH PLACEMENT OF FOAMS AND REINFORCING STEEL. . 3 GENERAL: COMPLY WITH ACI 304, AND AS HEREIN SPECIFIED. A. DEPOSIT CONCR!cTE CONTINUOUSLY OR IN LAYERS OF SUCH THICKNES.S THAT NO .CONCRETE .WILL ___ aE PLACED O.N CONCRETE WHICH HAS HARDENED SUFFICIENTLY TO CAUSE THE FORMATION OF SEAMS OR PLANES OF WEAKNESS. IF A SECTION CANNOT BE PLACED CONTINUOUSLY, PROVIDE CONSTRUCTION JOINTS AS HEREIN SPECIFIED. DEPOSIT CONCRETE AS NEARLY AS PRACTICABLE TO ITS FINAL LOCATION TO AVOID SEGREGATION. . 4 PLACING CONCRETE IN FORMS: DEPOSIT CONCRETE IN FORMS IN HORIZONTAL LAYERS NOT DEEPER THAT 24" AND IN A MANNER TO AVOID INCLINED CONSTRUCTION JOINTS. WHERE PLACEMENT CONSISTS OF SEVERAL LAYERS, PLACE EACH LAYER WHILE PRECEDING LAYER IS STILL PLASTIC TO AVOID COLD JOINTS, . 5 CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMl:NTED BY HAND•SPADING, RODDING OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH ACI RECOMMENDED PRACTICES. . 6 DO NOT USE VIBRATORS TO TRANSPORT CONCRETE INSIDE FORMS. INSERT AND WITHDRAW VIBRATORS VERTICALLY AT UNIFORMLY SPACED LOCATIONS NOT FARTHER THAN VISIBLE EFFECTIVENESS OF MACHINE. PLACE VIBRATORS TO RAPIDLY PENETRATE PLACED LAVER AND AT LEAST 6" INTO PRECEDING LAVER. DD NOT INSERT VIBRATORS INTO LOWER LAYl:RS OF CONCRETE THAT HAVE BEGUN TO SET. AT EACH INSERTION, LIMIT DURATION OF VIBRATION TO TIME NECESSARY TO CONSOLIDATE CONCRETE ANO COMPLETE EMBEDMENT OF REINFORCEMENT AND OTHER EMBEDDED ITEMS WITHOUT CAUSING SEGREGATION OF MIX. , 7 PLACING CONCRETE SLABS: DEPOSIT ANO CONSOLIDATE CON• CRETE SLABS IN A CONTINUOUS OPERATION, WITHIN LIMITS OF CONSTRUCTION JOINTS, UNTIL THE PLACING OF A PANEL OR SECTION IS COMPLETED. . 8 CONSOLIDATE CONCRETE DURING PLACING OPERATIONS SO THAT CONCRETE IS THOROUGHLY WORKED AROUND REINFORCEMENT AND OTHER EMBEDDED ITEMS AND INTO CORNERS. . 9 BRING SLAB SURFACES TO CORRE:CT LEVEL WITH STRAIGHTEDGE AND STRIKEOFF. USE BULL FLOATS OR DARBIE$ TO SMOOTH SURFACE, FREE OF HUMPS OR HOLLOWS. DO NOT DISTURB SLAB SURFACES PRIOR TO BEGINNING FINISHING OPERATIONS. . 1 0 MAINTAIN REINFORCING IN PROPER POSITION DURING CONCRETE PLACEMENT OPERATIONS. FINISH OF FORMED SURFACES: .1 ROUGH FORM FINISH: FOR FORMED CONCRETE SURFACES NOT EXPOSED-TO-VIEW IN THE FINISH WORK OR BY OTHER CONSTRUCTION, UNLESS OTHERWISE INDICATED. THIS IS THE CONCRETE SURFACE HAVING TEXTURE IMPARTED BY FORM FACING MATERIAL USED, WITH TIE HOLES AND DEFECTIVE AREAS REPAIRED ANO PATCHED AND FINS AND OTHER PROJECTIONS EXCEEDING 114" IN HEIGHT RUBBED DOWN OR CHIPPED OFF. .2 SMOOTH FORM FINISH: FOR FORMED CONCRETE SURFACES EXPOSED-TO-VIEW, OR THAT ARE TO BE COVERED WITH A COATING MATERIAL APPLIED DIRECTLY TO CONCRETE, SUCH AS WATER- PROOFING, DAMPPROOFING, PAINTING OR OTHER SIMILAR SYSTEM. THIS IS AS-CAST CONCRETE SURFACE OBTAINED WITH SELECTED FORM FACING MATERIAL, ARRANGED ORDERLY AND SYMMETRICALLY WITH A MINIMUM OF SEAMS. REPAIR AND PATCH DEFECTIVE AREAS WITH FINS OR OTHER PROJECTIONS COMPLETELY REMOVED AND SMOOTHED. . 3 RELATED UNFORME:D SURFACES: AT TOPS OF WALLS, HORIZONTAL OFFSETS SURFACES OCCURRING ADJACENT TO FORMED SURFACES, STRIKE-OFF SMOOTH AND FINISH WITH A TEXTURE MATCHING ADJACENT FORMED SURFACES. CONTINUE FINAL SURFACE TREATMENT OF FORMED SURFACES. CONTINUE FINAL SURFACE TREATMENT OF FORMED SURFACES UNIFORMLY ACROSS ADJACENT UNIFORM SURFACES, UNLESS OTHERWISE INDICATED. . 4 SAND BLAST CONCRETE FINISH: APPLY SAND-BLASTED FINISH TO CONCRETE SURFACES WHERE SHOWN OR SCH EDU LED. COORDINATE WITH THE ARCHITECT SO THAT HE IS PRE:SENT AT START OF WORK. A. SURFACE CONTINUITY: PERFORM SAND BLAST FINISHING IN AS CONTINUOUS OPERATION AS POSSIBLE, UTILIZING SAME WORK CREW TO MAINTAIN CONTINUITY OF FINISH ON EACH SURFACE OR AREA OF WORK. MAINTAIN PATTERNS OF VARIANCES IN DEPTHS OF BLAST AS SHOWN ON DRAWINGS. B. C. D. DEPTH OF CUT: USE AN Al!IRASIVE GRIT OF PROPER TYPE AN 0 GRADATION AS REQUIRED TO EXPOSE AGGREGATE AND SURROUNDING MATRIX SURFACES TO MATCH ARCHITECT'S SAMPLES, AS FOLLOWS: 1 . LIGHT: EXPOSE FINE AGGRl!GATE WITH OCCASIONAL EXPOSURE OF COARSE AGGREGATE -1/16" REVEAL. 2. MEDIUM: GENERALLY EXPOSE COARSE AGGRl:GATI! - 1/4" REVEAL. SAND BLASTING: SAND BLAST CORNERS AND EDGES OF PATTERNS CAREFULLY, U.ING BACK-UP BOARDS, IN ORDER TO MAINTAIN UNIFORM CORNER OR EDGE LINE. DETERMINE TYPE OF NOZZLE, NOZZLE PRESSURE, ANO BLASTING TECHNIQUES REQUIRED TO MATCH ARCHITECT'S SAMPLES. ACID CLEANING: AFTER SAND BLASTING TO REQUIRED DEPTH IS COMPLETED, APPLY A WEAK ACID WASH TO CLEAN SAND- BLASTED SURFACES TO MATCH ARCHITECT'S SAMPLE, THOROUGHLY NEUTRALIZE AND FLUSH ACID FROM SURFACES. 3. 5 MONOLITHIC SLAB FINISHES: 3.6 3.7 3.B . 1 SCRATCH FINISH: APPLY SCRATCH FINISH TO MONOLITHIC SL.All SURFACES THAT ARE TO RECEIVE MORTAR SETTING BEDS FOR TILE AND OTHER BONDED AJ>i'UED CEMENTiTH:iUS . FiNISH FLOORING MATERIAL, AND AS OTHERWISE INDICATED. A. AFTER PLACING SLABS, PLANE SURFACE TO A TOLERANCE NOT EXCEEDING 1/2" IN 10' WHEN TESTED WITH A 1 0' STRAIGHTEDGE, SLOPE SURFACES UNIFORMLY TO DRAINS WHERE REQUIRED. AFTER LEVELING, ROUGHEN SURFACE BEFORE FINAL SET, WITH STIFF BRUSHES, BROOMS OR RAKES. .2 FLOAT FINISH: APPLY FLOAT FINISH TO MONOLITHIC SL.All SURFACES TO RECEIVE TROWEL FINISH AND OTHER FINISHES AS HEREINAFTER SPECIFIED, AND SLAB SURFACES WHICH ARE TO BE COVERED WITH MEMBRANE OR ELASTIC WATERPROOFING, AND AS OTHERWISE INDICATED. A. AFTl:R SCRl:ENING, CONSOLIDATING, AND LEVELING CONCRETE SLABS, DO NOT WORK SURFACE UNTIL READY FOR FLOATING. BEGIN FLOATING WHEN SURFACE WATER HAS DISAPPEARED OR WHEN CONCRETE HAS STIFFENED SUFFICIENTLY TO PERMIT OPERATION OF POWER-DRIVEN FLOATS, OR BOTH. CONSOLIDATED SURFACE WITH POWER- DRIVEN FLOATS, OR BY HAND-FLOATING IF AREA IS SMALL OR INACCESSIBLE TO POWER UNITS. CHECK AND LEVEL SURFACE PLAN TO A TOLERANCE NOT EXCEEDING 1/4" IN 1 0' WHEN TESTED WITH A 10' STRAIGHTEDGE. CUT DOWN HIGH SPOTS AND FILL LOW SPOTS. UNIFORMLY SLOPE SURFACES TO DRAINS. IMMEDIATELY AFTER LEVELING, REFLOAT SURFACE TO A UNIFORM, SMOOTH, GRANULAR TEXTURE. . 3 TROWEL FINISH: APPLY TROWEL FINISH TO MONOLITHIC SLA8 SURFACES TO BE EXPOSED~TO-VIEW, AND SLAB SURFACES TO BE COVERED WITH RESILIENT FLOORING, PAINT OR OTHER THIN FILM FINISH COATING SYSl"EM. A. AFTER FLOATING, BEGIN FIRST TROWEL FINISH OPERATION USING A POWER-DRIVEN TROWEL. BEGIN FINAL TROWELING WHEN SURFACE PRODUCES A RINGING SOUND AS TROWEL IS MOVED OVER SURFACE. CONSOLIDATE CONCRETE SURFACE BY FINAL HAND-TROWELING OPERATION, FREE OF TROWEL MARKS, UNIFORM IN TEXTURE AND APPEARANCE, AND WITH A SURFACE PLAN TOLERANCE NOT EXCEEDING 1/8" IN 10' WHEN TESTED WITH A 10' STRAIGHTEDGE. GRIND SMOOTH SURFACE DEFECTS WHICH WOULD TELEGRAPH THROUGH APPLIED FLOOR COVERING SYSTEM. . 4 APPLY NON-SLIP BROOM FINISH WHERE INDICATED. A. IMMEDIATELY AFTER TROWEL FINISHING, ROUGHEN CONCRETE SURFACE BY BROOMING WITH FIBER BRISTLE BROOM PERPENDICULAR TO MAIN TRAFFIC ROUTE. COORDINATE REQUIRED FINAL FINISH WITH ARCHITECT BEFORE APPLICATION. CURING; . 1 GENERAL: PROTECT FAESHLY PLACED CONCRETE FROM PRE- MATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. . 2 A. START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACE AFTER PLACING AND FINISHING. WEATHER PERMITTING, KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS . B. BEGIN FINAL CURING PROCEDURES IMMEDIATELY FOLLOWING INITIAL CURING AND BEFORE CONCRETE HAS DRIED. CONTINUE FINAL CURING FOR AT LEAST 7 DAYS IN ACCORDANCE WITH ACI 301 PROCEDURES. AVOID RAPID DRYING AT END OF FINAL CURING PERIOD. CURING METHODS: PERFORM CURING OF CONCRETE BY MOIST CURING, BY MOISTURE-RETAINING COVER CURING, BY CURING COMPOUND, AND BY COMBINATIONS THEREOF. . 3 DO NOT USE MEMBRANE CURING COMPOUNDS ON SURFACES WHICH ARE TO BE COVERED WITH COATING MATERIAL APPLIED DIRECTLY TO CONCRETE, LIQUID FLOOR HARDENER, WATERPROOFING, FLOORING, PAINTING, AND OTHER COATINGS AND FINISH MATERIALS, UNLESS OTHERWISE ACCEPTABLE TO ARCHITECT. PATCHING AND FINISHING: .1 ALL EXPOSED CONCRETE WHICH IS ABOVE GROUND AND IS NOT FORMED AS SHOWN ON THE DRAWINGS, OR FOR ANY REASON IS OUT OF ALIGNMENT, OR IS NOT TRUE, OR IS NOT PLUMB OR LEVEL, OR IS NOT OTHERWISE IN TRUE AND CONTINUOUS FORM, SHALL BE CONSIDERED AS NOT CONFORMING WITH THE INTENT OF THE SPECIFICATIONS. THE MAXIMUM PERMISSIBLE DEVIATION FROM TRUE STRAIGHT SURFACES SHALL BE 1/8" IN 10'. THE CONTRACTOR IS CAUTIONED THAT ALL SURFACES NOT MEETING THE ABOVE REQUIREMENTS SHALL BE MACHINE GROUND AND HONED TO COM!: WITHIN THE ABOVE TOLERANCE OR SHALL BE REMOVED AND REPLACED AS DIA!cCTEO AT THE DISCRETION OF THE ARCHITECT. . 2 THE: CONTRACTOR SHALL REMOVE DEFECTIVE CONCRETE FROM THE JOB AT HIS EXPENSE OR IF PERMISSION IS GIVEN BY THE ARCHITECT, PATCH DEFECTIVE CONCRETE AT HIS OWN EXPENSE. . 3 AFTER THE FORMS HAVE BEEN REMOVED, ALL CONCRETE SURFACES SHALL BE INSPECTED AND ANY POUR JOINTS, VOIDS, STONE POCKETS OR OTHER DEFECTIVE AREAS PERMITTED BY THE ARCHITECT TO BE PATCHED, ANO ALL TIE HOLES, SHALL BE PATCHED BEFORE THE CONCRETE IS THOROUGHLY DRY. DEFECTIVE AREAS SHALL BE CHIPPED AWAY TO A DEPTH OF NOT LESS THAN ONE INCH WITH THE EDGES PERPENDICULAR TO THE SURFACE. THE AREA TO BE PATCHED AND A SPACE OF AT LEAST SIX INCHES WIDE ENTIRELY SURROUNDING IT SHALL BE WETTED TO PREVENT ABSORPTION OF WATER FROM THE PATCHING MORTAR, A GROUT OF EQUAL PARTS OF PORTLAND CEMENT AND SAND WITH SUFFICIENT WATER TO PRODUCE A BRUSHING CONSISTENCY SHALL THEN BE WELL BRUSHED INTO THE SURFACE, FOLLOWED IMMEDIATELY BY THE PATCHING MORTAR. THE PATCH SHALL BE FINISHED IN SUCH MANNER AS To MATCH THE ADj(fffaiNG ·suRFAci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llQHK 1. 8 GENERAL REQUIREMENTS: .1 ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL IMMEDIATELY INFOR.M ...... THE INSP.ECTOR AND ... OWNER. OF. ANY DIS.CREPANCV BETWEEN THE DRAWINGS ANO/brf SPECIFICATIONS AND ACTUAL CONDITIONS, . 2 THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT ALL ADJACENT SURFACES FROM SPLATTERING AND DEFACING OF ANY KIND. . 3 REINFORCEMENT SHALL BE STORED OFF THE GROUND AND SHALL BE PROTECTED TO PREVENT RUST ANO TO KEEP CLEAN AND FREE OF GREASE, OIL, DIRT AND OTHER OBJECTIONABLE MATERIALS. STORAGJ; SHALL BE IN SEPARATE PILES OR RACKS TO AVOID CONFUSION OR LOSS OF IDENTIFICATION AFTER BUNDLES ARE BROKEN. PART 2 • PRODUCTS 2.1 MATERIALS: . 1 PORTLAND CEMENT: ASTM C 150, TYPE I OR II. FOR EXPOSED CONCRETE, USE ONLY ONE BRANO FROM ONE MILL LOT. PART 1 · GENERAL CONCRETE AGGREGATES: ASTM C 33. USE AGGREGATES FROM SAME SOURCE AND PIT FOR ENTIRE PROJECT. .2 1 . 1 1 .2 1. 3 1. 4 1. 5 1. 6 1. 7 -- SUMMARY: THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIVISION 1 ARE A PART OF THIS SECTION, AND THE CONTRACT FOR THIS WORK, AND APPLY TO THIS SECTION AS IF REPEATED HEREIN. SCOPE:: FURNISH ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL COMPLETE IN PLACE, ALL CONCRETE, FORM WORK AND REINFORCING AS INDICATED ON THE DRAWINGS ANO/OR SPECIFIED HEREIN. SUBMITTALS: SAMPLE FINISH: CONSTRUCT CONCRETE SLABS, EACH 2 FEET BY 2 FEET SHOWING THE VARIOUS FINISHES OF CONCRETE. FINISHES MUST BE ACCEPTABLE TO THE OWNER PRIOR TD THE PLACEMENT OF SLABS ON GRADE ANO PAVING OF STAIRS. SAMPLES SHALL BE USED TO ESTABLISH QUALITY CONTROL THROUGHOUT THE PROJECT. GUARANTEES ANO REPLACEMENT; A. DEFECTIVE CONCRETE WORK: CONCRETE FINISH WHICH IS DAMAGED, WHICH IS NOT PERFECTLY TRUE TO LINE AND PLACE, WHICH DOES NOT PITCH TO DRAIN, WHICH IS NOT THOROUGHLY TROWELED AND PROPERLY SURFACED AS SPECIFIED, WHICH DOES NOT CONTACT AT ALL POINTS AGAINST A STRAIGHT EDGE, WHICH SCUFFS OR HAS ANY ROUGH TOP SURFACE, WHICH 15 CRACKED, WHICH DOES NOT CONNECT PROPERLY TO ADJOINING WORK, WILL NOT BE ACCEPTED AND SHALL BE REMOVED BY THE CONTRACTOR AND REPLACED BY HIM WITH CEMENT FINISH COMPLYING WITH THE REQUIREMENTS OF THE SPECIFICATIONS . B. IF WITHIN ONE YEAR FROM COMPLETION OF THIS CONTRACT, $PALLING OR POPPING OF CONCRETE SURFACE OCCURS DUE TO CHEMICAL REACTION OF AGGREGATE OR OTHER CAUSES, THE CONTRACTOR SHALL ReMOVE THE DEFECTIVE SLAB AND REPLACE IT WITH ACCEPTABLI: CONCRETE AT NO COST TO THE OWNER, Rl:OUIRE:MENTS OF REGULATORY AGENCIES: ALL WORK SHALL CONFORM TO THE GOVERNING BUILDING CODE. COM PL V WITH THE FOLLOWING REFERENCE STANDARDS, UNLESS MODIFIED BY BUILDING CODE, OR HEREIN: . 3 MIXING WATER: FRESH, CLEAN AND POTABLE, FREE FORM INJURIOUS AMOUNTS OF OIL, ACID, ALKALI OR ORGANIC MATTER. . 4 MIXING OF CONCRETE: ALL TRANSIT-MIXED CONCRl!TE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR EASY MIXED CONCRETE, ASTM SPECIFICATIONS C-94. . 5 EXPANSION JOINT FILLER: SHALL BE PRE-MOLOl:D, NON-ASPHALT FIBERBOARD, HEIGHT AS NOTED ON DETAILS. . 6 JOINT SEALER: ASTM D 1190, HOT-POURED TYPE. . 7 STANDARD REQUIREMENTS: CLASS "A" CONCRETE SHALL CONTAIN NOT LESS THAN 6-1/2 SACKS OF CEMENT PER CUBIC YARD, AND SHALL BE PROPORTIONED TO ATTAIN A MAXIMUM CYLINDER STRENGTH OF 2,000 PSI IN 28 DAYS. COMPRESSIVE STRENGTHS ARE TO BE DETERMINED IN ACCORDANCE WITH ASTM C-39. . 8 WATERPROOFING MATERIAL: SHALL BE THORO-SEAL, SINAK OR APPROVED EQUAL. . 9 REINFORCING BARS: ASTM A 615, GRADE 40 FOR REINFORCEMENT IN CONCRETE BLOCK MASONRY AND BRICK MASONRY. ASTM A 615, GRADE 40 FOR CONCRETE REINFORCEMENT. BUNDLE AND TAG WITH IDENTIFICATION AND HEAT NUMBER. .1 0 WELDED WIRE FABRIC; ASTM A 185, EXCEPT THAT ULTIMATE STRENGTH NEED NOT EXCEED 55,000 PSI. DELIVER AND PLACE FABRIC IN FLAT SHEETS. .11 SUPPORTS AND SPACERS: TYPES AND SIZES REQUIRED TO MAINTAIN POSITIONING OF BARS AND WIRE FABRIC IN LOCATIONS SHOWN ON DRAWINGS DURING CONSTRUCTION SHALL BE PRECAST CONCRETE CUBES WITH TIE WIRES. , 12 CURING MEMBRANE; NON-STAINING PAPER CONFORMING TO ASTM C 171, OR 6 MIL THICK POLYETHYLENE FILM. .13 CURING COMPOUND: ASTM C 309, LIQUID MEMBRANE FORMING WITH FUGITIVE DYE FOR IDENTIFICATION. COMPOUND SHALL BE COMPATIBLE WITH FINISH TO BE APPLIED THERETO. CURING COMPOUND AND AREAS RECEIVING IT MUST BE APPROVED BY THE: ARCHITECT. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318-77. "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK", ACI 347-66. "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING", 3.1 GENERAL WORK PROCEDURES: ACI 306-66. "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING", ACI 305-72. "RECOMMENDED PRACTICI: FOR SELECTING PROPORTIONS OF CONCRETE", ACI 613-54 . "RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRE:TE", ACI 304-73. REFERENCED ASTM STANDARDS OF CURRENT ISSUE. CITY OR COUNTY CODES FOR WORK UPON PUBLIC PROPERTY. TESTS AND INSPECTIONS: . 1 .2 TESTS: TESTS OF CONCRETE SHALL BE MADE BY A TESTING LABORATORY APPROVED BY THE OWNER. COST OF SAMPLING AND TESTING REQUIRED BY THESE SPECIFICATIONS SHALL BE BOANE BY THE OWNER EXCEPT THAT ANY RE-TESTING OF NON•CONFORMING MATERIAL SHALL BE PAID FDA BY THE CONTRACTOR, INSPECTION; INSPECTIONS HEREIN SPECIFIED SHALL BE MADE BY THE OWNER . THE CONTRACTOR SHALL REQUEST INSPECTION FORTY-EIGHT HOURS IN ADVANCE OF THE TIME INSPECTION IS REQUIRED. INSPECTION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: UPON COMPLETION OF PREPARATION OF SUBGRADE. UPON COMPLETION OF FORMING, UPON COMPLETION OF REINFORCING. UPON COMPLETION OF CONCRETE FINISHING, WHEN ALL CONSTRUCTION WORK HAS BEEN COMPLETED, THE CONTRACTOR SHALL CALL FOR A COMPLETE INSPECTION BEFORE PROCEEDING WITH THE SOIL PREPARATION AND PLANTING PHASES OF THE PROJECT. LAYOUT OF WORK AND CERTIFICATION OF FINISH GRADES: THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, APPROVED BY THE INSPECTOR, TO LAV OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE: CERTIFICATION OF FINISH GRADES WITH DRAWINGS AND/OR TO MATCH EXISTING SURFACES NEW WHERE APPLICABLE. SHEET WORK PROCEDURES SHALL FOLLOW CUSTOMARY PRACTICES, AND SHALL BE AS SHOWN AND INTENDED BY DRAWINGS, DETAILS, AND SPECIFICATIONS AND SHALL COMMENCE WITH THE STAKING AND ALIGNMENT OF ALL LOCATIONS OF WORK. CONTRACTOR MUST OBTAIN THE INSPECTOR'S APPROVAL BEFORE COMMENCEMENT OF WORK. . 1 MIXING OF CONCRETE: ALL TRANSIT-MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR READY MIXED CONCRETE, ASTM SPECIFICATIONS C-94. .2 • 3 TESTS OF CONCRETE SHALL BE MADE BY A TESTING LABORATORY APPROVED BY THE INSPECTOR. COST OF SAMPLING ANO TESTING REQUIRED BY THESE SPECIFICATIONS SHALL BE BORNE BY THE OWNER EXCEPT THAT ANY RE-TESTING CAUSED BY THE CONTRACTOR'S NEGLIGENCE SHALL BE PAID FOR BY THE CONTRACTOR. CEMENT SHALL BE TESTED IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF THE AMERICAN SOCIETY FOR TESTING MATERIALS. . 4 STORAGE: CEMENT SHALL BE STORED IN SUCH A MANNER AS T 0 PREVENT DETERIORATION, OR THE INTRUSION OF FOREIGN MATTER. . 5 ARCHITECTURAL CONCRETE, AS DETERMINl::D HEREIN, SHALL MEAN ALL CONCRETE WHICH IS EXPOSED TO VIEW IN THE FINISHED WORK IN CONSTRUCTION OF THE CONCRETE WALLS AND SITTING PLATFORMS. ALL CORNERS IN ARCHITECTURAL CONCRETE SHALL BE PER DRAWINGS. EXTREME CARE SHALL BE TAKEN IN FORMING, POURING, AND VIBRATING OF ARCHITECTURAL CONCRETE TO PROVIDE SMOOTH AND UNIFORM PLANE SURFACES AND PLUMB AND TRUE CORNERS. ANY CONCRETE WHICH DOES NOT CONFORM WITH THESE REQUIREMENTS SHALL BE REMOVED AND REPLACED, AS DIRECTED BY THE INSPECTOR. r-----------------,-----=--------....,...,---·-" AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE SHEETS J'l t---t---1~-----------+---+--+--+--------l CTO CITYPLAN~~ 0£~,~~SBA D ::::=====--=========:'...!:::= CONSTRUCTION SPECIFICATIONS FOR: l.•n••P• Arohit•otur. • Plannln1 Le. Jolla Centre II UB~l5 Towne Centre Drtve, Suite :340 S•n Dieao, CA 92121-8002 819.550.11575 • Fa• ~60.l~HO DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL C !TY APPROVAL RANCHO CARRILLO VILLAGE 'O' PASSIVE PARK APPROVED ASSISTANT PL""NI~G DIRECTOR ~-S:-z£ DATE DWN BY: __ _ CHKO BY: __ _ RVWD BY: PROJECT NO. CT 93-08 I DRAWING NO, _ 348-5L 3.2 3.3 3.4 GRADING: .1 FOUNDATIONS AND WALKWAYS CAN BE FOUNDED ON COMPACTED MATERIALS, DRY DENSITY AT LEAST 90% OF THAT DENSITY DETERMINED BY ASTM TEST METHOD D 1557-70. . 2 EXCAVATE FOR ALL WORK SUFFICIENTLY TO CONSTRUCT WORK TO LINE AND GRADE AS SHOWN ON DRAWINGS AND AS DIRECTED. EXCAVATIONS SI-IALL BE OF WIDTH SUFFICIENT TO PERMIT PROPER INSTALLATION, CONSTRUCTION AND REMOVAL OF FORMS. . 3 FOOTING EXCAVATIONS SHALL NOT BE LOWER TI-IAN FOOTING GRADING AND SHALL BE DEAD LEVEL IN ACCORDANCE WITH ACCEPTABLE STANDARDS AND PRACTICES AS NECESSARY TO PROVIDE A UNIFORM BEARING FOR Tl-IE FOOTING. IF SOFT SPOTS ARE ENCOUNTERED, THE SOFT MATERIAL SHALL BE REMOVED ANO HAULED FROM SITE AND THE EXCAVATION BACKFILLED AS DIRECTED WITH MATERIAL SUITABLE FOR PROPER COMPACTION. .4 MAINTAIN PROPER DRAINAGE AT ALL TIMES AND KEEP OPERATIONS CLEAN AND FREE FROM ACCUMULATED MATERIALS. FORMS, CONSTRUCTION, PLACEMENT: . 1 FORMS: SE;T FORMS TO CONFORM TO PLANS, SECTIONS AND .2 .3 -4 .5 . 6 .7 .8 • 9 . 1 0 . 11 .12 DETAILS AS DIRECTED. ALL EDGES AND LINES SI-IALL BE TRULY VERTICAL, I-IORIZONTAL OR CURVED AS SHOWN ON DRAWINGS. .A FORMS SHALL BE OF THE BEST TYPE FOR THE PURPOSE, RIGIDLY CONSTRUCTED, AND PROVIDING FOR ANY SPECIAL BUILT-IN FEATURES, AS INDICATED. . B WOOD FORMS SHALL BE FREE FROM CUPPING, WARPING, LARGE OR LOOSE: KNOTS. JOINTS SHALL BE BROKEN AND DOUBLE NAILED. WOOD FORMS SHALL Bi;; TREATED WITH THOMPSON WATER SEAL, NAC CRETE, OR I-IUNTS PROCESS TFL, OR APPROVED EQUAL, CONSTRUCTION JOINTS: LOCATE AND CONSTRUCT JOINTS ON CONCRETE FLAT WORK AS INDICATED ON 0!:TAIL. IN ADDITION, !:XPANSION JOINTS SHALL BE LOCATED AS INDICATED ON PLANS. BEFORE CONCRETE IS PLACED IN ANY FORM, THE CONTRACTOR SI-IALL ERECT AND INSTALL AT OR UPON THE FORM WHATEVER DEVICES, SUCH AS STRETCI-IED WIRES, PLUMB LINES, ETC., DEEMED NECESSARY BY THE INSPECTOR TO INDICATE CORRECTLY THE AMOUNT AND DIRECTION OF ANY DISPLACEMENT OF THE FORMS WHILE CONCRETE IS BEING PLACED THEREIN. THE CONTRACTOR SHALL PROVIDE SUFFICIENT CAPABLE WORKMEN ANO PROPER MATERIALS TO CORRECT THE DISPLACEMENT WHICH MAY OCCUR AND TO PREVENT FURTHER MOVEMENT, AS DIRECTED. REINFORCEMENT SHALL BE PROVIDED AS INDICATED ON THE 11...FiAWINQS, TOGETH.Ef! .WITH ALL NECESSAR'I' WIRE TIES.,. SPACERS AND SUPPORTS to INSTALL ANO SEc"liRE THE REf"NFORCEMENT PROPERLY. IT SHALL BE FREE OF RUST, SCALE;, OIL, GREASE, BOND BREAKER COMPOUND, DRIED MORTAR AND OTHER COATINGS. SANDBLASTING OF THE REINFORCEMENT SI-IALL BE EMPLOYED AT THE OPTION OF THE ARCHITECT TO REMOVE ANY OF THE ABOVE COATINGS TO OBTAIN FULL BOND. PLACEMENT OF REINFORCEMENT SHALL BE DONE ACCURATELY AND SECURELY USING CONCRETE CUBES. SUPPORT FOR REINFORCE- MENT SHALL COMPLY WITI-I REQUIREMENTS OF "THE CASI MANUAL OF STANDARD PRACTICE". ALL REINFORCEMENT SHALL BE MADE CONTINUOUS EXCEPT AS OTHERWISE DETAILED. SPLICES OF Rl.!INFORCEMENT IN CONCRETE SHALL BE MADE BY LAPPING BARS OF 40 GRADE STEEL NOT LESS THAN 30 BAR DIAMETERS. MINIMUM LENGTH OF ANY LAP SHALL BE 1',6". SPLICES IN ADJACENT BARS SHALL BE STAGGERED 4'-0" MINIMUM. WIRE FABRIC SHALL BE SPLICED BY LAPPING 8" MINIMUM, ALL DETAILING AND FABRICATION OF Fll:INFORCING, UNLESS OTI-IERWISE NOTED ON THE PLANS OR IN THESE SPECIFICATIONS, SHALL FOLLOW THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315. CONCR!:TE SHALL NOT BE PLAC!:D OVER REINFORCEMENT, PIPES, CONDUIT, FORMS, ETC., UNTIL SUCH WORK HAS BEEN INSPECTED AND APPROVAL GIVEN BY Tl-IE OWNER TO PROCEED WITH THE WORK. BEFORE CONCRETE IS PLACED, FORMS SI-IALL BE CLEANED OUT AND WET DOWN. GROUND SURFACES SHALL Bl: DAMP AT THE TIME CONCRETE IS PLACED THEREON. ITEMS TO BE EMBEDDED IN THE CONCRETE SHALL BE IN PLACE, AS REQUIRED. CONCRETE SI-IALL BE PLACED BEFORE INITIAL SET HAS OCCURRED . Tl-IE CONCRETE SHALL BE WORKED THOROUGHLY INTO ALL CORNERS AND ANGLES OF FORMS. CARE SHALL BE TAKE:N TI-IAT NO SEGREGATION OF AGGREGATE OCCURS. IMMEDIATELY AFTER PLACEMENT, THE CONCRETE SHALL BJ;; PROPERLY FORKED BACK ALONG THE FACES OF ALL FORMS, USING STANDARD CONCRETE FORKS, SPADES OR OTHER APPROVED EQUIPMENT. IN SCREEDING FLAT WORK, CONTRACTOR SHALL DOUBLE STRIKE-OFF CONCRETE AS DIRECTED BEFORE PROCEEDING WITH TROWELING. ALL JOINTS SHALL BE TRULY AND ACCURATELY ALIGNED, OF SHARP EVEN WIDTH AS SHOWN ON DRAWINGS. .A INSTALL EXPANSION JOINTS AND WEAKENED -PLANE TOOL JOINTS WHERE INDICATED AND AS DETAILED ON THE DRAWINGS. .B USE STANDARD TOOLS TO PRODUCE ROUNDED EDGE CORNERS AND LINE SCORING. COI-ICRETE SHALL BE FINISHED TO TRUE. EVEN LINES ANO SURFACES AND LEFT FREE FROM DEFECTS. MAXIMUM VARIATION OF 118" OUT OF LINE OR LEVEL IN 10 FEET ONLY WILL BE PERMITTED. JOINTS AND EDGES SHALL BE STRAIGHT AND TRUE AND FINISHED WITH JOINTING AND EDGING TOOLS. . A .B .c TROWEL ALL CONCRETE SURFACES UNTIL FREE FROM DEFECTS OR BLEMISHE;S, AFTER TESTING WITH A STRAIGHT EDGE AND ELIMINATING HIGH AND LOW SPOTS. AFTER REMOVAL OF FORMS, THE DEPRESSION ALONG THE EDGE OF CONCRETE SHALL BE BACKFILLED WITH SOIL AND TAMPED TO PROPER COMPACTION AND GRADE. IF WEATHER CONDITIONS ARE SEVERE ENOUGH TO DRY OUT Tl-IE CONCRETE SURFACE, THE SURFACE SHALL BE KEPT MOIST AS DIRECTED WITH A FINE FOG SPRAY UNTIL FINISH TROWELING IS COMPLETED. . D ALL FINISHED CONCRETE SHALL BE BARRICADED FOR THREE DAYS. BARRICADES SHALL BE PLACED IMMEDIATELY AFTER FINISHING THE WORK. THE CONTRACTOR SHALL FURNISH, PLACE AND REMOVE ALL OF HIS OWN BARRICADES. MONOLITHIC SLAB FINISHES: .1 FLOAT FINISH: APPLY FLOAT FINISH TO MONOLITI-IIC SLAB SURFACES TO RECEIVE TROWEL FINISH AND OTHER FINISHES AS HEREINAFTER SPECIFIED, ANO SLAB SURFACES WI-IICI-I ARE TO BE COVERED WITH MEMBRANE OR ELASTIC WATERPROOFING, AND AS OTHERWISE INDICATED. 3.5 3.6 .2 . 3 A. AFTER SCREENING, CONSOLIDATING, AND LEVELING CONCRETE SLABS, DO NOT WORK SURFACE UNTIL AEADY FOR FLOATING. BEGIN FLOATING WHEN SURFACE WATER HAS DISAPPEARED OR WI-IEN CONCRETE HAS STIFFENED SUFFICIENTLY TO PERMIT OPERATION OF POWER-DRIVEN FLOATS, OR BOTJ-1. CONSOLIDATED SURFACE WITH POWER- DRIVEN FLOATS, OR BY HAND-FLOATING IF AREA IS SMALL OR INACCESSIBLE TO POWER UNITS. CHECK AND LEVEL SURFACE PLAN TO A TOLERANCE NOT EXCEEDING 114" IN 1 0' WHEN TESTED WITH A 10' STRAIGHTEDGE. CUT DOWN HIGH SPOTS AND FILL LOW SPOTS. UNIFORMLY SLOPE SURFACES TO DRAINS. IMMEDIATELY AFTER LEVELING, REFLOAT SURFACE TO A UNIFORM, SMOOTH, GRANULAR TEXTURE. TROWEL FINISH: APPLY TROWEL FINISH TO MONOLITI-IIC SLAl!I SURFACES TO BE EXPOSED-TO-VIEW, AND SLAB SURFACES TO BE COVJ;;RED WITH RESILIENT FLOORING, PAINT OR OTHER THIN FILM FINISH COATING SYSTEM. A. AFTER FLOATING, BEGIN FIRST TROWEL FINISH OPERATION USING A POWER-DRIVEN TROWEL. BEGIN FINAL TROW!eLING WHEN SURFACE PRODUCES A RINGING SOUND AS TROWEL IS MOVED OVER SURFACE. CONSOLIDATE CONCRETE SURFACE !:I.Y FINAL HAND-TROWELING OPERATION, .FREE .. OF .. TROWEL MARKS, UNIFORM. iN TEXTD"RE "J\i<Hr· APPEARAlli"cl';--Alli□ WITH A SURFACE PLAN TOLERANCE NOT EXCEEDING 1/8" IN 10' WHEN TESTED WITI-I A 10' STRAIGHTEDGE. GRIND SMOOTH SURFACE DEFECTS WHICH WOULD TELEGRAPH THROUGH APPLIED FLOOR COVERING SYSTEM. B, CONCRETE MOW CURBS AND BANDING SHALL I-IAVE SMOOTH TROWEL FINISJ-1. FLOAT AND TROWEL TO A PERFECTLY SMOOTH FINISH WITH AT LEAST TWO SEPARATE STEEL TROWEL OPERATIONS. APPLY NON-SLIP BROOM FINISH WH!RE INDICATED • A. IMMEDIATELY AFTER TROWEL FINISHING, ROUGHEN CONCRETE SURFACE BY BROOMING WITH FIBER BRISTLE BROOM PERPENDICULAR TO MAIN TRAFFIC ROUTE. COORDINATE REQUIRED FINAL FINISH WITH ARCI-IITECT BEFORE APPLICATION. CURING: .1 GENERAL: PROTECT FFU:SHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLO OR HOT TEMPERATURES. A. START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACE AFTER PLACING AND FINISHING. WEATHER PERMITTING, KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS. B. BEGIN FINAL CURING PROCEDURES IMMEDIATELY FOLLOWING INITIAL CURING AND BEFORE CONCRETE HAS DRIED, CONTINUE FINAL CURING FOR AT LEAST 7 DAYS IN ACCORDANCE WITH ACI 301 PROCEDURES. AVOID RAPID DRYING AT END OF FINAL CURING PERIOD. . 2 CURING METHODS: PERFORM CURING OF CONCRETE BY MOIST CURING, BY MOISTURE-RETAINING COVER CURING, BY CURING COMPOUND, AND BY COMBINATIONS THEREOF. , 3 DO NOT USE MEMBRANE CURING COMPOUNDS ON SURFACES WHICH ARE TO BE COVERED WITH COATING MATERIAL APPLIED DIRECTLY TO CONCRETE, LIQUID FLOOR HARDENER, WATERPROOFING, FLOORING, PAINTING, AND OTHER COATINGS AND FINISH MATERIALS, UNLESS OTHERWISE ACCEPTABLE TO ARCHITECT. PATCHING AND FINISHING: . 1 .2 .3 ALI. EXPOSED CONCRETE WHICH IS ABOVE GROUND AND IS NOT FORMED AS SHOWN ON THE DRAWINGS, OR FOR ANY REASON IS OUT OF ALIGNMENT, OR IS NOT TRUE, OR IS NOT PLUMB OR LEVEL, OR IS NOT OTHERWISE IN TRUE AND CONTINUOUS FORM, $HALL BE CONSIDERED AS NOT CONFORMING WITH THE INTENT OF THE SPECIFICATIONS. THE MAXIMUM PERMISSIBLE DEVIATION FROM TRUE STRAIGHT SURFACES SHALL BE 1/a" IN 1P' Tl-IE CONTRACTOR IS CAUTIONED THAT ALL SURFACES NOT MEETING THE ABOVE REQUIREMENTS SHALL BE MACHINE GROUND AND HONED TO COME WITHIN THE ABOVE TOLERANCE OR SHALL BE REMOVED AND REPLACED AS DIRECTED AT THE DISCRETION OF Tl-IE ARCHITECT. THE CONTRACTOR SHALL REMOVE DEFECTIVE CONCRETE FROM THE JOB AT HIS EXPENSE OR IF PERMISSION IS GIVEN BY THE ARCHITECT, PATCH DEFECTIVE CONCRETE AT HIS OWN EXPENSE. AFTER Tl-IE FORMS HAVE BEEN REMOVED, ALL CONCRETE SURFACES SHALL BE INSPECTED AND ANY POUR JOINTS, VOIDS, STONE POCKETS OR OTHER DEFECTIVE AREAS PERMITTED BY THE ARCHITECT TO BE PATCHED, AND ALL TIE HOLES, SHALL BE PATCHED BEFORE THE CONCRETE IS THOROUGHLY DRY. DEFECTIVE AREAS SHALL BE CHIPPED AWAY TO A DEPTH OF NOT LESS THAN ONE INCH WITH THE EDGES PERPENDICULAR TO THE SURFACE. THE AREA TO BE PATCHED AND A SPACE OF AT LEAST SIX INCHES WIDE ENTIRELY SURROUNDING IT SHALL BE WETTED TO PREVENT ABSORPTION OF WATER FROM THE PATCHING MORTAR. A GROUT OF EQUAL PARTS OF PORTLAND CEMENT AND SAND WITI-I SUFFICIENT WATER TO PRODUCE A BRUSHING CONSISTENCY SHALL THEN BE WELL BRUSHED INTO THE SURFACE, FOLLOWED IMMEDIATELY BY THE PATCHING MORTAR. THE PATCH SHALL BE FINISHED IN SUCI-I MANNER AS TO MATCH THE ADJOINING SURFACE. 3. 7 Fl!:LD QUALITY CONTROL: 3.8 .1 COPIES IN DUPLICATE OF THE TEST REPORTS SI-IALL l!IE SUBMITTED TO THE ARCHITECT WITH ADDITIONAL COPIES TO ANY GOVERNING AUTHORITIES, CLEAN-UP: .1 REMOVE ALL EXCESS MATERIALS, EQUIPMENT AND ALL DEl!IRIS FROM THE SITE . UC'TJQ.N_ 03345 CC!.NCRETE FINISHING. PART 1 • GENERAL 1 .1 DESCRIPTION: , 1 WORK INCLUDED: PFIOVIDI! CUl'IING FINISHES ON CAST-IN-PLACE! . 2 • 3 .4 CONCRETE AS CALLED FOR ON THE; DRAWINGS, SPECIFIED HEREIN, AND NEEDED FOR A COMPLETE AND PROPER INSTALLATION. SANDBLAST FINISH. EXPOSED AGGREGATE FINISH . CLEAR FLOOR SEALER . RELATED WORK: A, DOCUMENTS AFFECTING WORK OF THIS SECTION INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, AND SECTIONS IN DIVISION 1 OF THESE SPECIFICATIONS. B. SECTION 03100: CONCRETE FORMWORK C. SECTION 03300: CAST-IN-PLACE CONCRETE \ I #97-025 1. 2 1.3 1. 4 QUALITY ASSURANCE; .1 USE ADEQUATE NUMBERS OF SKILLED WORKMEN Wl-10 ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS ANO WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS N!:i;;DEO FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION . . 2 EXCEPT AS MAY BE MODIFIED HEREIN OR OTHERWISE DIRECTED BY THE ARCHITECT, COMPLY WITH ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," SAMPLE, .1 PROVIDE (4) FOOT SQUARE SAMPLE SLABS OF EXPOSED AGGREGATE INTEGRAL COLORED AND SANDBLAST TEXTURED CONCRETE FOR ARCHITECT'S APPROVAL PRIOR TO PROCEEDING. PRODUCT HANDLING: .1 COMPLY WITH PERTINENT PROVISIONS OF SECTION 01600. 1.5 ENVIRONMENTAL REQUIREMJ;:NTS: .1 DO NOT SANDBLAST OR USE PROCESS CREATING DUST, OR WHEN WINO IS OVER 10 MPH. . 2 COMPLY WITH LOCAL AND STATE REGULATIONS GOVERNING OVERSPRAY, SANDBLASTING, AND PROTECTION TO ADJACENT PROPERTIES. PART 2 -f..liODUCTS 2.1 MATERIALS: . 1 GENERAL: .2 .3 .4 .5 .6 .7 A. CAREFULLY STUDY THE DRAWINGS AND THESE SPECIFICATIONS, AND DETERMINE THE LOCATION, EXTENT, ANO TYPE OF REQUIRED CONCRETE FINISHES. B. AS REQUIRED FOR THE WORK, PROVIDE THE FOLLOWING MATERIALS, OR EQUALS APPROVED IN ADVANCE BY THE ARCHITECT. CONCRETE MATERIALS: COMPLY WITH PERTINENT PROVISIONS OF SECTION 03300, EXCEPT AS MAY BE MODIFIED Hf::REIN. CURING AND PROTECTION PAPER: A. "SISALKRAFT, ORANGE LABEL"; EQUAL PRODUCTS COMPLYING WITH ASTM C 171. B. WHERE CONCRETE WILL BE EXPOSED AND WILL BE SUBJECTED TO ABRASION, SUCH AS FLOOR SLABS, USE NON- STAINING PAPER SUCH AS "SISALKRAFT, SEEKURE 896", OR EQUAL PAPER FACED WITH POLYETHYLENE FILM. LIQUID CURING AGENTS: A. WI-IERE APPLICATION OF SPECIFIED FINISH MATERIALS WILL BE INHIBITED BY USE OF CURING AGENTS, CURE THE SURFACE BY WATER ONLY: DO NOT USE CHEMICAL CURE. USE ONLY WATER CURE OR CURING PAPER/BLANKETS ON SLABS TO RECEIVE INTERIOR SEALER/HARDENER. B. FOR CURING OTHER AREAS, USE A LIQUID MEMBRANE- FORMING COMPOUND PER ASTM C 309, TYPE 10, CLASS B. AGGREGATE FOR EXPOSED AGGREGATE SLABS: 318" -5/8" CAMBRIA PEBBLES. SUBMIT SAMPLE OF COLOR AND TEXTURE FOR ARCHITECT'S APPROVAL SURFACE RETARDANT LIQUID COMPOUND: RUGASOL S, AS MANUFACTURl:D BY SIKA CORPORATION, BURKE CO. RETARDER, 0 R APPROVED EQUAL. INTERIOR CONCRETE FLOOR SEALER/HARDENER: BURKE CO., SAN MATEO, CA. "AGGREGATE WB" OR APPROVED EQUAL. APPLY AT MIN. 200 S.F./GAL. OVER SLABS WITH A WOOD Fl-OAT SURFACE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS NEW SHEET "AS BUILT" DATE RLA _____ EXP.----- REVIEWED BY: INSPECTOR DATE t----1--------t------l----+---+-------+---I CTrJ :==-=========::...:::::~ CONSTRUCTION SPECIFICATIONS FOR: CITY OF CARLSBAD PL4NNING DEPARIMEN1 SHtc:TS 32.. -·· Landlla•p• Ai'<iblhotur• • l'la1111.ln• La lolla CeDtre 11 U2fi~ 'l'owne-Centre Drive, Suite 940 San Di•10, CA \l212HW02 819.650.1675 • Fll:l:r 1560.1~80 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL APPROVED ASSISTANT OWN BY: CHKD BY: RVWD BY: RANCHO CARRILLO VILLAGE 'O' PASSIVE PARK 7;:;;,qJ? S--S-'jP- -~--· !NG DIRECTOR DATE PROJECT NO, DRAWING NO, CT 93-08 348-5L IS/I r I \ I I ,,, ,,,,,,,,, . .,,, .•.. -,,-,--,j \ I I I I EA45 1'' 9.0 EA46 1 '' 14.9 \ ,, .. ,.,,.... I I \ I \ I / I ~ EA47 111 '24.7 NOTE: 1 2 3 SEE RANCHO CARRILLO VILLAGE "O" LANDSCAPE IMPROVEMENT DRAWINGS 348-SL FOR LOCATION OF P.O.C WATER, ELECTRICAL. BACKFLOW PREVENTER. CONTROLLER, AND CONTINUATION OF IRRIGATION SYSTEM AND ADDITIONAL NOTES. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING VALVES f:A:sl3 THAU lsff~~lJ. LOCATION OF VALVES PER VILLAGE "O" PLANS 34B-5L. CONTRACTOR SHALL TAP INTO EXISTING MAINLINE AND INSTALL NEW VALVES EA45 THAU EA48 AND PROVIDE NEW WIRES FOR VALVES. VERIFY LOCATION OF CONTROLLER PER VILLAGE "0" PLANS 348•5l. ....... ,, ----,.,.,,~~::-- ""- \ \ i<"%:f'i re,2-, ,/ S.-:< - EA48 1'' ~()_(.p ,,--."',_ .~~~ "!_JIJ:ff; .... -~ ANlll'-l■N ......... . La ,all■ C.■lN II --■• CHlN 11,>lw-. ... lla 140 ... -CA Nllll•-119.1611.Ul'tll • hx 111111,IIIIO 0 10 20 : ' '-~•-11 -.. DATE INITIAL ENG 1 NE ER or WORK 1 ,. I I I I I _J 40 80 ---4 --'···-···-··- GRAPHIC SCALE IN FEET """-. -e,u., u- REVISION DESCRIPTION \ \ \ \ 1:,,:,,:,1:,l:,::•''•'l•'·:,::,:1..----'°"'"''"'''•''''?'' \ \ / \ I \ / I I I I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 7-,Z.~ rr, L?TI ~ NEW SHEET fJ "AS BJ.JILT" ;12f':, "'/,3e.../~ V -[ ./:;zh~;-bAfE RLA Lrr7 EX, • REl~: 2-L&qtz. INSPEC OF.I DATE CITY OF CARLSBAD CTTI PLANNING ll[PARTIIENT 2- IRRIGATION PLAN FOR: RANCHO CARRILLO VILLAGE 'O' PASSIVE PARK APPROVED ~ 7/, s-~-ztr: -ASSISTANT rLANNrNG DIRECTOR DATE OWN BY: PROJECT NO. DATE INITIAL DATE INITIAL 0RAWlNG NO. CHK0 BY: CT 93-08 348-SL OTHER APPROVAL C I TY APPROVAL RVWD BY: PASSIVE PARK IRRIG. LEGEND IRRIGATION LEGEND -RECLAIMED WATER ... FULL .. HALF QUART, . STRIP .. 1JEsCRIPTioN1i.iAiitlt!.a.ctllllt:R1MODEL iiui.leEll + •id '' ,..,, ,·· liAt>., ·•Pst:• ''ii' ... .. ·.·.··· ~Ii/' : GPM .'. , GNA GPM··· .:':)t(Ji ;"•';{;' . · .. OZl. .·. GPM DET.NO • RAINBIRD PA-8S SHRUB SPRAV WI HUNTER "HCV" ANTI-DflAIN VALVE 12· 30 12 2.01 2.60 1,30 0.65 A ··~-- RAINBIAD 1804 -SAM LAWN !)'-'P..:.R::.A:..,.Y ___________________ -t-....c.=.-t---=-!-=----+----'=--, 12· 30 12 2.01 2.60 1.30 0.65 B RAINBIRD 1806 -SAM SHRUB SPRAY 12' 30 12 2.01 1.30 0.6$ B RAINBIAD 1806 -SAM STRIP SPRAY 4'X30' 30 15SST --. . 1.24 B () RAINBIRD 1404 PRESSURE COMPENS ... TING BUBBLER . 30 . . 1.00 C (2) il'3l HUNTER PGS-ARV WI F•CTORY INST ... LLED NOZ. AND ANTI DRAIN VAL VIE 38'-32' 30 7,4 0.32 2,60 1.20 0 HOte::A.1.t iii>RINKLER HEAo!i t1,hEo ABOVE sHALLHAveii.lMuFAi::tuflER's i>u11JiLEc11ii <li\NonLE1NPicA TINii 11tct11ii.iE0 WA'itl'l ,.,,, ,,,., .. . r&:!11■, IIW OOIUOOO ll'M9 C!WCII( OOW'!..IEII • 1 • U,Clllll ~ -MTAIUI. Wll«'M! III-IIOW\lll (~l!. 190' O.C.) F f----'f=P,-+=1~===AA/l.lOll'W===-..:-=~•~-:::::~:..L'iil=DIWll=::=:..lll~ll'!:~:=::'::'~mJOl~""lll"'"IIOOOTIE==--IC0001MOl.":"'.'.~:'.::...V~A:=ll.:,:::Yll:=_ _________________________ _j ___ '!...._ NEW RAIN!IIRD "PESB' -PR!I-B PRESSURE REGULATING REMOTE CONTROL VALVE G Cll',SS 200 PVC LATERAL LINE {MIN.12" COVER\ ""P•CIAC CAL". "WATER WARN" OR EQUAL NON-POTABLE PIPE fl?i •-~ ~ H& I --EXISTING PVC MAINLINE INIIN. 18" COVER\ SCHEDULE 40 PVC FOR 1-112" DIAMETER AND SMALLER AND CLASS 31~ FOR 2" DIAMETER AND LARGER H & I FOR 3" • 6" IN mAMETER PIPE {MIR 24" COVER) "PAC1AC CAL", "WATER WARN" OR EOUALPRESSURE PIPE (fl.I;--.;:" "'--l PVC SLEEVES I ~ TIM~S DIAMETER OF THE PIPE ENCLOSE_!/) -"PACIAC CAL·, WATER WARN'_' o=,R=EQ,,,_U:::_AccL=-...:_P.:,IP_,E,.__ ___________________ +--"J----l FOR SLEEVING INSTALL AS FOLLOW: 1-----4-----u'"· Nc_cD~R VEUICLE PAVll'!G USE SCI!. 80 SlEEVES W/38" COVER FOR MAINS LATERALS, & WIRING 1-----4-----U:::N=O-~l'I PEDESTRIAN PAV1!:!.G1 USE SCH. 40 SLEEVES W/18" COVER FOR MAINSc.:l:.cA,_,T.,,_E.c:Rc,A,::LS2,,_,,&c.cWeclc,cR.::.lN:;;:G:..... _____________________ +-_---I UNDER PEDESTAIAN PAVING. use SCH. 40 SLEEVES WI 12" COVER FOR LATERALS ' CONTROLLER WIRES LOCATl:D UNDER STREETS OR OTHER PERMANENT IMPROVEMENT SHALL BE IN!IT ... LLED IN SEPARATE SCHEDULE BO PVC SLEEVE uan,ooa n A1l'UONI llili100HIII /"--- f--r--'71':,c,G'-'PM::_ __ __.:._ ____________________________________________ --l----1 \..J r 1-------------------------------------------------+------l ......_ VALVE SIZE• AUTOMATIC VALVE _ ..... ,,_ I-----+-------------------------------------------------------+--,.,~ ~TATION NUMBER \ GPM ---'-::: r---..._ VALVE SIZE, •UTOMATIC VALVE -----•-·""··--... -.. •·-···-----~-- IRRIGATION NOTES W .. ATER SOl.JRCJ; STATIC PRESSURES AT RECLAIMED WATER CONNECTIONS A A E CALCULATED WITH A 384 FT. i'IYDR/\ULIC GRADIENT. STll11C PRESSURES WILL RANGE FROM 47 PSI TO 121 PSI, LOWER STATIC PRESSURE WILL REQUIRE A BOOSTER PUMP ANO THE ftlGHER STATIC PRESSURE WILL REQUIRE PRESSURE REGULATED MASTER \/ALVE. 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: 8Y DIRECT MEASUREMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT AS STATED ON HIE PLANS THE CONTRACTOR SHALL NOTIFY HIE OWNERS' REPRESENTATIVE BEFORE BEGINNING INSTALLATION. 1 . IRRIGATION SYSTEM IS DIAGRAMMATIC ANO SHOULD BE VEnlFIED IN THE FIEL.D BY TIIE CONTRACTOR, IF CHANGES ARE NOTED IN THE FIELD lHE CONTRACTOR SH/\LL NOTIFY ARCl11TECT AND OWNERS' REPRESENTATIVE PnlOR TO INSTALLATION or IRRIGATION EQUIPMENT. CHANGES MADE IN THE Flf;I.D MIIST HAVE WRITTEN APPROVAL FROM THE OWNER FOl1 ADDITIONAL CHARGES TO TIIE JOB 2. CONTRACTOR SH/\LL INSTALL THE FOUOWING UNLESS OTHERWISE NOTED ON THE PLANS: A. /\LL LATERAL ENO RUNS ARE TO BE 3/4" B. ALL LATERAL (NON-PRESSURE LINES CONNECTED DIRECTLY DOWNSTREAM OF THe REMOTE CONTROL VALVE ) SHALL BE ONl2 SIZE LARGER Tl1AN Tl-IE REMOTE CONTROL VALVE. C. MAINLINE END RUNS ARE TO AE 1-1/2" 3. CONTRACTOR SHALL INSTI\LL 6" POP-UP HEADS ALONG fUTUR!; WALKS AND CURBS TYPICALLY. NO SHRUB HEAfJS ON RISER WILL BE ACCEPTED ADJACENT TO FUTLIF1_E WALKS AND CURBS -SEE PLAN . POP-UP HEADS SHALL BE USED WITHIN 1-9.'. OF ANY PEDESTRIAN USE. 4. CONTRACTOR SHALL VERIFY LOCATION OF WATER II.NO ELECTRICI\.L POINT OF CONNECTION WITH OWNER. CONTRACTOR SHALL PULL NECESSARY PERMIT FOR WATER, ELECTRICAL, AND TELEPHONE (VERIFY WITtl OWNER.) SYSTEMS ON THIS PROJECT ARE CONTROLLED BY COMPUTER IRRIGATION CONTROLLERS CAPABLE OF TELEPHONE COMMUNICATION, FLOW SENSING AND SOME HYDRAULIC OR ELECTRICAL DIAGNOSTICS. CONTROLLER 1.0CATION ARE SHOWN OIAGRAMITICALLY. FINAL LOCATION TO BE APPROVED BY THE OWNERS REPRESENTATIVE. 5. ALL PIPE ANO WIRE RUNS INSTALLED UNOER PAVING ANO O. G. 6. 7. TRAILS SHALL BE SLEEVED SLEEVES SHALL BE SCHEDULE 8 0 PVC. CONTRACTOR SHALL INSTALL SCHEDULE 80 PVC SLEEVES FOR ALL MAINLINE_S, LATERA.L.S AND WIRING UNDER VEHICULAR PAVING. CONTRACTOR SHALL INSTALL SCHEDULE 40 PVC SLEEVES FOR ALL MAINLJNfS, Li\TERALS AND V'IIRINQ UNDER PEDESTRIAN PAVING . ALL SLEEVES SHALL BE TWO TIMES THE DIAMETER OF HiE PIPE OR WIRE BUNDLE BE SLEEVED (2" MINIMUM) QR SIZED NOTED ON DRAWINGS. SEE PLANS FOR MINIMUM COVER REQUIRED FOR SLEEVES. CON.TRACTOR SHALL COOROINATE LAYING OF PIPE, SLEEVES, ANO WIRES TO ENSURE THAT HE HAS ADEQUATE MEANS OF CONNECTION -SEE PLANS. CONTRACTOR SHALL BE RE:SPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITIES FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 8. THE IRRIGATION CONTRI\CTOR SHIILL FLUSH ANO I\OJUST ALL SPRINKLERS FOR OPTIMUM PERFORMANCE ANO TO PREVENT OVER SPRAY ONTO WALKS, ROADWAY AND /OR BUILDING AS MUCH AS POSSIBLE. 9. CONTRACTOR SHALL INSTALL "RAINGUARD" AUTOMATIC SHUTOFF FOR IRRIGATION CONTROLLER, MANUFACTUREO BV WATER CONSERVATION SYSTEMS INC. "RAINGUARD" SHALL BE INCLUDED IN PRE-ASSEMBLY. 1 0. BACl<FLOW PREVENTER (REOUCED PRESSURE BACK FLOW PREVENTER ) SHALL BE EXISTING FOR RECLAIMED WATER SYSTEM ANO NEW FOR POTABLE WATER SYSTEM. 1 1 . 12, INSTALL ONE SPARE WIRE TO EACH MANIFOLD OF TWO OR MORE VALVES, INSTALL ONE SPARE WIRE TO ENO VALVE IN SYSTEM FROM CONTROLLER IN ALL D1RECTIONS. THESE WIRE$ SHALL PASS THROUGH ALL VALVE BOXES ALONG THE MAINLINE ROUTE. THESE WIRES SHALL BE A DIFFERENT COLOR FROM THE OTHER CONTROL WIRES AND BE I.ABELE □ /\S SPARE AT CONTROLLER CABINET, lN THE VALVE BOX OF THE FARTHEST VALVE AND OTHER VALVE BOX. USE OF RECLAIMED W"TEA REQUIRES THAT "LL PIPE, SLEEVES, SPRINKLER HEADS, REMOTE CONTROL VALVES, QUICK COUPLER VALVES AND VALVE BOXES BE IDENTIFIED AS CONTAINING RECLAIMED WATER. All INSTALLATIONS SHALL BE ACCORDING T 0 CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS, OCTOBER 1993 AND LOCAL CODES AND STANDARDS. ALL PIPE FOR THE OF SYSTEMS USING RECLAIMED WATER SHALL BE PU INSTALLATION RPl.E p1re. 1 3. /IT ALL BROW DITCH CROSSINGS SCI!. 80 PVC SLEEV REQUIRED UNDER BROW DITCH. ES SHALL BE ~-------·-··· ... ---... ·-···" ·--..... , ·-· ,., .~,. ··-··-& . ·-·-. "'"' "'' ,. ___ , --~•.& "" ·-...... ..... .. -····· -------.. " ·-... ·- '"" '., -· ... _,,,., ......... ,. -~------··· ···--·------ .. ·····-------~-- --·-·~··· ··•-•&. _, .•. ,., DAIE INI I IAL ... . ··-· . I.HCl~HR or ,um ' ···---··'~ ............. ---·-,., .. , .. ,, __ , ... ···-_ .. ,._ •... -----· "'"'""~ ... _....,.__.-.. ,----•• -••-•" _, .. ,,_,,,_, " ~.----.. --~--·-·-··· " ---~- • -"·-·---- PlrE SIZE LENG Hi 3/4" -14' .. --l'i·,.c-·----~ .. _,, ____ ____, ______ , -·_---.-. _t-/, __ "·-· _. _· ..... -----"""' """ ..... .. 1-1/2' 5' ---·---·------.... ·--"----- 2 ---.. --1----.. -------_., ____ , 2·1/2" ------------------·f-----4-------•-""" SUBTOTAL ".,,~l cLAss :ii!i'iVd i>IPElf'llESSl/FiE MAitillf.if(.. .. , .......... , PIPE SlzE LENG tH G-"M PSI LOSS ______ , -------· ---· 1-1/4" ------·-... --- t-112" ·-· __ ,,__ ---------------•"'--<------ 2" -••~•• T ,-.. •••••• --• •-·--1------.. , .. ,,,,. ---➔---------➔ 2-112' .. --------' ---l---.. -·- -~ ~--~(R,_,0,_' _ _. ___ 1,:2.,$ -+--· _, -,,_f,._ 1----~ 1------l 4 --~------SUB lOTAL-• ,'.2. -··· .",-2.- ---,---•,n•---·-----· -~--............... -■ ~-.. .---- -----.. _______ 1mAL PnESSURE LOSS: _ G4. '2.L_ ___ ... --_ .... ___ .. _ AVAILABLE PRESSURE (PS!): Ill (J. <t> --+---·-. A'(AILA_~LE RESIDUAL PRESSURE: h ~;.,;. 1"., Ff1E5SlfE .,. ---------- L_ ___ -1_ ____ --1__ ____ ....J., _____ c___ ___ __,___c_;A=DEQUATE Paoe 1 ' NEW SHliiET "AS BU I L T ,, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE. RLA EXP. LOCATION OF PLANTING REVIEWED BYI AREAS .. • INSPECTOR DATE I:~' I CITY OF CARLSBAD I s$2s I -----·-.. ·--·------PI.ANNlHO DEPAIITl«Nl . --··-····-·------· ---·--~-Vi---- . ······~-_,,...,._, __ ----~--' ··-·--·-~· ... ~---~---.. --·-----·--··· ---1Rf11GA 1 ION LEGEND II C':Al.CULATIONS FOR: ' . _,., "•' ., ........... --.. -.... ····--·-. -------•-·"·-·"-' -----~-------·-··"" .. -~~--------··•· RANCII() CARRILLO .-~~---" .. --.. .. ', .. -... -•··· ·--··-· . ---~ .... ' '"'""' _____ ,,,, .. ·-----. ................ ~ ,,.,,m••~ ·""'"-•-• --···-····--·--·-··"'" .. "'""~' ·-·· -· . ,.,. __ .,._ff_·~--...........,. __ . ------~----VILLAGE 'O' PASSIVE PARK -----~··-·· __ ,.,, ··-·-"""' ... ··-·· --·-····-·-·· ~······ ··-· ···-·-.... ·~· ... ·-·----··· ----· ·--- ArrnovFD -~~ _.,,_-,,.,-•••---.,, •. , ""'""'"" -••••••-r•·-••-' •••• "''"''" -• ·--~-----~-~---~·-···· ·----s~s~t£_ ··-·----•••-_,, _____ ,,_ "'"'•-·-~. ···-· ----~-··-· ----· ----""_w_ ----·-· ,. -----·---·--·-,,,,' " ..... ,. ___ ... __ .... " ·--· ·---------_...,.,._.,_ -----··· ·--·-··· -··---· ffiisioo LANNiNG.OIAECio~ DATE OWN RYt I rnoJ{cf HO. I ORUINO HO. OAIE INI IIAL DAI[ IHIIIAL ............. ~--··-·- nEv IS ION DESCll IP! ION --··-----. ··-·· . -~ ... ------·-·-· CIIKU By I -·---.. · "-·-· CT 93-08 348-5L OlllfR ArrnOVAL C It Y ArrROYAl RVWD BY! ·---__ .. ___ .. '" V.I.T. PRODUCT 920 SOUTH ANDREASEN DRIVf;, •106 ESCONDIDO, CALIFORNIA (6191 480-6709 "' ----- SHRUB HEAD ANTI-DRAIN VALVE OR CHECK VALVE FINISH GRADE 2· MARLEX 90 STREET ELL PVC LATERAL PIPE ------------------PVC SCH 40 TEE OR ELL ® SHRUB HEAD ON RISER At--------NO SCALE GEAR ORIVEN Sl«US ROTOR CHECK VAi.VE OR COUPLER USE f" ACT ORY INST AL LED CHECK VAL VE IN HEAD If' AVAILABLE-- :Y~" SCH. 80 PVC RISER~\ 2· MARLEX 90' STREET ELLS-- 12" ,---TWO STAINLESS STEEL HOSE CLAMPS W/ PROTECTtV[ VINYL TUBING / WALK/CURB / BOTTOM or SLOPE • • • . . NOTE• ALL LATEl'tAL LINES AHi) FITTINGS SHALL BE 'Al.[RTLINC' OR EQUAL ® GEAR DRIVEN ROTOR O ~--------NO SCALE SIDEWALK OR CURB-~ NOTE: SPRINKLER HEADS WITHOUT FACTORY INSTALLED ANTI-DRAIN VLAVE SHALL INCORPORATE AN EXTERNAL FLOW SHUT-OFF VALVE AS A PART OF THE SPRINKLER ASSEMBLY. NOTE: INSTALL PVC ELLS SD THEY TIGHTEN WITH QOWNWARO THRUST OF RISER SCHEDULE 80 PVC--'- NIPPLE LENGHT AS REQUIRE MARLEX 90°STREET ELL 2' MIN. ® 4" I 6" POP·UP SPRINKLER HEAD frG IC.411..1: SIDEWALK OR CURB --~ PVC LATERAL LINE --~ ' SCH.40 PVC TEE MARLEX q0 STREET ELL ,---FINISH GRADE 4'0R 6'POP-UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE SCHEDULE 80 PVC NIPPLE LENGTH AS REQUIRED MARLEX 9rt' STREET ELLS 13 TOTALI PVC LATERAL LINE 2' MIN. .-----F !NISH GRADE __ m w --nl ·-· 12" POP-UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE 12" POP-UP SHRUB SPRAY 8t a: □:I: ... ,- [l. Cu.1 z □ UJ <.'.l ..J UJ <I ..J a: UJ UJ ,- UJ <I <n ..J E t-----------® GEAR DRIVEN SPRIKLER HEAD NO SCALE OPTIONAL BUBBLER < SEE LEGE ND I ROOTBALL FINISH GRADE 4~ PVC DRAIN CAP/GRATE ( BLACK I PRESSUR M' N ATING BUBBLE 0 PVC NIPPLE EDGE OF PAVING SCH. 40 PVC ELBOW PVC LATERAL 4" DIAMETER X 3'-0" LONG PERFORATE PVC DRAIN PIPE FILLED W/PEA GRAVEL © BELOW GRADE BUBBLER C 1-----------------N O SCALE 317 /96 2" IN GROUNDCOVER OR SHRUB AREAS VALVE BOX QUICK COUPLER VAi.VE __ RED BRASS RISER ____cl.J',:i,1--~R=ED~BRASS COl,if'Lif'.l(: __ _ RED BRASS NIPPLE 1-__.Jl~--·· ~'7:'0iiiG RED BRASS 90 ELBOW ---◄70·C·2000 CONCRETE ;h cu. FT. MINIMUM F-----® QUICK COUPLING VAL VE NO SCALE ..--l\ A Landact■pe Arcthlt.-ou.•r• • P••nnlna La Jolla Centre II I l.l.411-" 9206 Towne Centre Drllf'e, !ult• MO Sen Dleao, CA 11211!1•SOOI .. ~ \ e19.1160.111»11 • r .. 1160,11180 ---·· ---,--" ... , ... ., _____________ ,, ......... , ......... . APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE: LOCATION OF PLANTING AREAS --~ ---+-------................. -----+----+---+---+·· ... --··-... -.... , ... NEW SHEET "AS BUILT" DATE RLA ____ EXP. ____ _ REVIEWED BY: INSPECTOR DATE ,-...... -~.-..... ···-· .. ···-· .. ····· ------·--·-··- .... ···--------+-----+-·-·· ..... ·-·····•-·,--·~·-~ -··-···· .............. ··-.. ·---------+---+--. ·-·--+·-····-·-····-.... . ·-t-'"' ---+-··-------·-.. ·-. ·-.. . ...... .. -t-----+----·-·--.. r-··-·--t-·-· -----+---··-.. , .. ~. ··-··· .. · .. ··-···-····--.. ······-+--- . --t--. ··---+-----·-·---· .... -··--------+--+------·- --,--··-.. .. .. __ . ·-·------t .. --. ---t----· ....... _ ....... ·---·-·-·····-··· ·······----" ... ···----·-··· ----1r--. ···-.. ··· ... -, ..... . .. ..... ···--··---···--······-·--I--.. -·--·· -·-· ..... IJAii rlNl[[AI I NC;[ Nfl R Of WORK HEVISICJN [)f';Cf1[PT[llN 01111 R APPROVAi OA!f INIIIAI !)Alf INITIAL C!IY APPROVAi IRRIGATION DETAILS FDR RANCII<) ('.i\RRILL() VILLAGE 'O' PASSIVE PARK .irrR □vrn ~t/Jl A',SISTANT ~~;7i°IRI CIOR OA I I ····-· ··---- r)WN BY:·~.: ...... ·· ........ . PROdf.CI NO .. -. ·- DRAWi Ni, NII. , CHKI.I BY: -· 11VWO AY: __ CT 93-08 348-5L ···-. .. .. '... .. .. .. JO-INCH LINC.Ill LENGTH Of Wll'IE COLED WATER PR_Oor CONl€CTION (1 OF 2> rlNISH GRAOE/TQP or MULCH RE PVC SCH 80 NIPPLE <CLOSE> PV Pvc SCH eo 111PP~ <LENGTH AS REOU 00IcK 11 or •> PVC MAINL !NE PIPE ~__...,." MINIMUM DEPTH Of' ◄" WASHED GRAVEL H LENGTH,. LL ©1-R_E_M_O_T_E_C_O_N_T_R_O_L_V A_L_V_E ____ _ NO SCALE SLEEVE CHART FOR IRRIGATION PIPE AND WIRES I PIPE SCHEDULE 40 PVC CONTROLLER SCHEDULE 40 PVC SLEEVE SIZE WIRES SLEEVE SIZE 1/4'' 2" 1-18 2" 1 .. 2" 19-24 2-'/f' 1·'/4" 2-1/z" 25-36 3" 1-½" 3" 37-48 4 .. 2" 4" 49-72 6" 2-1/2" 6" 3" 6" 4 .. 6" NOTE: SLEEVE CHMT IS FOR THC CONVENIENCE TO THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ADEQUATE PIPE SLEEVE SIZE TO ACCOMMODATE THE INST ALLATtON or TH( IRRIGATION PtPE AND WIRES ( J "!1-S_L_E_E_V_E_C_H_A_R_T_F O_R_I_R_R_IG_A_T_IO_N_P_IP_E_&_W_I_RE_S_ \. ~ NO SCALE 10' MINIIIJM TO POTABLE MAINLINE IN STREET NOT[I CURB & GUTTER SIDEWALK 12" MINIIMJM RECLA I MEO WATER IRRIGATION MAINLIN W/SLEEVE VERTICAL CLEARANCE OF 12" MINIIMJM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE, INSTALLATION OF RECLAIIEO WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN TH[ STREET, POT ABLE SERVICE LINE CROSSING Hi----------NO SCALE PVC PRESSURE PIPE TO V~VES PVC SCH 80 UNClN VALVE BOX WITH COVER BALL VALVE FINISH CRAOE/TOP or MUI.CH ~"-·•--ft-,,--~---- PVC SCH 80 ~PLE (CLOSE> // PVC SCH 40.JLI,_ PVC SCH 80 NIPPLE / / <LENGTH AS REOOOED> / ;r MtNJM DEPTH or ./ 3/4" WASHED GRAVEL .---- BRICK (1 or 41 PVC MAN.It( PIPE .---·-... ~~ ® BALL VALVE K ~----NO SCAL [ B/l;/96 -.. I .I ··- _,, ____ ····-- -------.------- ... , ...... , .. , ~ ··-··--· ,-.. .. r· -···- -----T""". ·-·-· ......... ,. ........ ,., _____ ,-. -····-· - -··-·- ·-···· -·---OATI I, I 11 Al I IG INU R Ill WORK iD wmu1mwm ---1---- r STREET SURF ACE POTABLE MAIIILINE .., <SEE IMPROVEMENT ORAWINCSl 12" MINIMUM REOUIREO VERTICAL SEPARATION ~~ SLEEVE RECLAIMED WATER RRIGATION MAH.IN( -Y NOTE• ALL RECLAIMED WATER IRRIGATION PIPE ANO SLEEVES SHALL BE PURPLE ANO LASELED AS SPECf"IED 1N1 'ST ANOARO SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS' 'CARLSBAO RECLAMATION RULES ANO REGULATIONS f'OR CONSTRuCTION or RECLAIMED WATER MAINS', OCTOBER 1993 CD POTABLE NO SCALE MAINLINE CROSSING II APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE AS NEW SHEET BU ] L T II -. -~ --DAlE - A L•n-pe Al"CihllHlure • Pl•nnln1 RLA __ , ____ EXP. LOCATION OF PLANTING La Jolla Cenlr• II REVIEWED BY: 01!66 To•n• Cenlrt Drl••· s1111e 810 AREAS \ S.n Dle~o. CA llltltHIOOt 811.M0.16 6 • '•• 6110.1oee> -·-~"'""" "" ,, .. , INSPECTOR DA!E "'"-... _. ..... , .. _, ____ . . [;~r j l CITY OF CARLSBAD j [sf£' --~---·-·-.. ___ ,,, __ ,,_. .. -~---~ _ .. _,,~ --·· , ..... --·~-_,_,, ___ ·---·-.. -~·· ------------~ .. P~.~~Nt.~~ g~!A~TMlN_!_. ________ _, .... , . . , .. , ...... ,. ·-·------··· ····-·----···-·· '·-·---m•~ ''" ··-•·-IRRIGATION DETAII.S FOR: .. . .•. , ... _,_ .. --··-. ___ ,, __ , _____ , , .. , .. _ •••a•• -······· . " -· RANCH() CARRI LL() --·-··------------·-·----·---m,·.,•• .. ·····---·-·"·-··~ -··" ···-··""'"""""" ----· ---·-···· ····-·---···· --'"·-~~--VILLAGE 'O' PASSIVE PARK -.. , ---------·-----·-~ -~ ··-___ ,, __ --··--···"~-.... --··· ., . ···········---··"···· ""' -------- -.. -· __ ,,_ "" ·-·--·-_,,_ .. ·---~---APPROVE.□ -~····· ~i~ ············- -------... . -·-· -. -· __ ,, ___ -. -·-I-·---. ·---·· -----, ..... ,. ·--~--.. ·-·--·--··---._7? -..... ,. ·---··-··--. .. .. -··· ----···-___ ,, ,_,, __ ,_ ~. .. ,., ,,_. ····-~ -~ .. ~--ASSIS TANT el ANNI NC DIRECTOR DHF ~-~---· "", ,,,., .... -----~-·-~"·-·-·--··-~ __ .,_ .. ,' . -_,_,,,, ___ , __ ' t-' ... .,. .. _, ... ,. -------. ... ···---[OWN AY: ..... •:21 GPROJECT NO,j l~~~:stl OAT( IN 111 AL OA TE IN If I AL CHKO BY:-·. ·····-····-·-Rf V I ( I CJN Df SC fl I p . I I lN --,,_, ____ --·--... -~-.. -T 93-08 .) OTH[R APPROVAi CI IY ~PPRQVAL RVWD BY:_,-, ·--··-. ,._,,, , ____ ,,,_, ""' ---·-•~"'" • " SJ~C.UO.N......0.2..4.4.1 IRRIGATION SYSTE.M PART l • GENERAL 1 . 1 1 . 2 1 . 2. 1 1. 2. 2 1. 3 1.4 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK SHALL APPLY TO HtlS SECTION AS FULLY AS IF REPEATED HEREIN. SCOPE; THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION ANO l,QUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS ANO AS SPECIFIED. OWNER/DEVELOPMENT WILL OBTAIN AND PAY ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES. ALL ON SITE, RECLAIMED WATER PIPING SHALL llE INSTALLED IN ACCORDANCE WIT!l THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES, ANO REGULATION. ALL PIPING Sl1ALL 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 AND LICENSES UNLESS OTHERWISE STATED, SECURE THE REQUIRED LICENSES ANO PERMITS INCLUDING PAYMENT$ OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUH10RITIES, ANO VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. WATER METERS ANO POWER METERS WILL BE THE RESPONSIBILITY OF THE OWNER ANO 1011 HIS REPRESENTATIVE FOR INSTAL,LATION ANO PERMIT FEES. RELATED WORK; .1 LANDSCAPING SECTION 02480 . 2 COMPLIANCE TO CITY OF CARLSBAD RECLAIMEO WATEF\ STANDARDS QUALITY ASSUR/lliCJ;. .1 QUALIFICATIONS OF INSTALLERS PROVIDE AT LEAST ONE; PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK ANO WUO SHALL BE THOROUGHLY FAMILIAR Willi THE TYPE OF MATERIALS BEING INSTALLED, THE MATERIAL MANUFACTURE'$ RECOMMENDEO METHODS OF INSTALLATION, THE CJD'. OF CARLS..f!A_D_RECLAIMEO WATER STANDARDS AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. .2 CODES AND SIANDAElll.5 IN ADDITION TO COMPLYING WITH ALL P!'.RTINENT CODES AND REGULATIONS, COMPLY WITH THE LATEST RULES OF THE NATIONAL ELl"CTRICAL CODE AND ELl"CTRICAL 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 RECLAIMEO WATER STANDARDS, LATEST EDITIONS AND RULES AND REGULATION FOR RECLAIMED WATER SERVICE IN THE .CITY OF CARL.Sl!.A_D_, LATEST EDITIONS ARE INCORPORATED UNTO Tl1ESE SPECIFICATIONS BY REFERENCE WHERE RECLAIME;O WATER IS PROPOSEO. SUBMITTALS: .1 SUBMIT COMPLETE MATERIAL LIST PRIOR TO PERFORMING ANY WORK. SUBMIT CATALOG DATA ANO 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. • 2 SUBMIT MATERIAL LIST USING THE FOLLOWING LAYOUT (DOUBLE SPACED BETWEEN EACH ITEM) lI.EM, DESCRIPTION 1. PRESSURE MAINLINE 2. SURUB HEAD 3. ETC. MANUFACTURER WATER WARN RAIN BIRO ETC. MODEL NO, SCH. 40 1806-12F ETC. • 3 ECUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE REJECTED AND SUCH MATERIALS REMOVED FROM HlE SITE AT NO EXPENSE TO THE OWNER/DloVELOPMENT. . 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 SHOWING DEFECTS IN MATloRIALS 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 TUE 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 UAVE FURNISHED ANO INSTALLED FOR (PROJECT NAME) IS FREE FROM DEFECTS IN MATERIALS ANO WORKMANSHIP, ANO THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND 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 RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DF.FECTS AT NO ADDITIONAL COST TO THE OWNERtDEVF.LOPM~NT. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS 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 WIT111N A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER/DEVELOPMENT, WE AUTHORIZE TUE OWNER/DEVELOPMENT TO PROCEED TO UAVE SAID REPAIRS 011 REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES H1EREF0RE UPON DEMAND. B. PROJECT: (PROJECT NAME) 1. 5 1 . 5. 1 1.6 1 . 6. 1 1. 5. 2 1. 6. 3 1. 6. 4 1 .6.'5 1. 6. 6 C. LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED: ____________ TITLE: _________ _ ADDRESS: _______________________ _ TELEPUONE: SIGNATURE AND DATE: _________________ _ OBSERVATION: INSPECTION SCHEDULE . 1 IN ALL CASES WUERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BF. PERFORMED UNDER THE OlnECTION AND/OR OBSERVATION OF THE LANDSCAPE AnCHITECT OR CITY INSPECTOR. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ntE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR IN ADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO THF. TIME INDICATED: A. PRE-JOB CONFERENCE · 7 CALENDAR DAYS B. LOCATION OF IRRIGATION SLEEVES C. LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS ANO 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 CAB.L.SBAP. 24 HOURS IN ADVANCE OF BEGINNING OF WORK. (438-1161, EXT. 4221) J. NOTIFY THE CLI,Y_9f_CAflu._i,Ao_ 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 Tl1ESE INSPECTIONS WERE MADE. . 3 NO INSPECTION WILL COMMENCE WITHOUT AS-BUil T DRAWINGS. IN THE EVENT THE CONTRACTOR CALLS FOR AN INSf'ECTION WITHOUT AS-BUILT DRAWINGS, WITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THE SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSING TUE LANDSCAPE ARCHITECT OR TltE LANDSCAPE COORDINATOR AT THE RATE OF $95.00 PER HOUR (PLUS ANY TRANSPORTATION COST) FOR THE INCONVENIENCE. NO FURTHER INSPECTIONS WILL llE SCHEDULED UNTIL THIS CHARGE HAS BF.EN PAID. THE CITY WILL REQUIRE AS•BUILT DRAWINGS TO BE APPROVED PRIOR TO BACKFILLING MAINLINE TRENC!l. TESTING: GENERAL . 1 FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL TO MEET TESTING REQUIREMENT . 2 CORRECT ALL DEFECT AND RETEST UNTIL ACCEPTANCE BY OWNER AND CITY. TESTS . 1 MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE OF TUE OWNERIDE'VELOPMENT. AIR PRESSURE CHECK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY MAJOR STRUCTURES .QR HARDSCAPES, IF WATER WERE USED. NO PIPE SHALL BE BACKFll.LEO UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED, (INCLUDING AS-BUil TS! , 2 FURNISH NECESSARY FORCE PUMP AND ALL OTUER TEST EQUIPMENT. . 3 TEST ALL PRF.SSURE MAINLINES UNOER A HYDROSTATIC PRESSURE OF 150 P.S.I. FOR A PERIOD or FOUR UOURS. . 4 ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES, QUICK COUPLERS. 011 OTHER VALVE ASSEMBLIES. . 5 ALL PIPING UNDER PAVED AREAS SftALL BE TESTED UNOF.R A HYDROSTATIC PRESSURE OF 150 P.$.1. AND PROVED W.a.TERTIGHT, PRIOR TO THE PAVING OPERATION. AD.J_U_SIJNG SYST..E..M .1 THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION HEADS ANO VALVES FOR OPTIMUM PERFORMANCE AND 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 $UCl·1 CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HAVE ADJUSTMENT MAOE, 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. CQ._'t'.IIBA!l.L.I.E.fil .1 WHEN THE IRRIGATION SYSTEM IS COMPLETED, PERFORM A COVERAGE TEST IN THE PRleSENCE OF THE LANDSCAPE ARCHITECT, LANDSCAPE COORDINATOR OR CITY INSPECTOR, TO DET~RMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM AI.L 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 Tl1E 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. DIRECT BURIAL CONTROL W.lfil.!l , 1 ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFTY (50) MEGAOHMS, ANY WIRING NOT MEETING THIS REOUlnEMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. EI NA L AC C..E£1Atl.C.!; .1 WHEN ALL WORK UNDER TUIS CONTRACT HAS BEHl COMPLETED, INCLUDING TF.STING ADJUSTMENTS, ADDITIONS OR DELETIONS, THE CONTRACTOR WILL NOTIFY THE OWNER FOR FINAL INSPECTION ANO APPROVAL. FINAL ACCEPTANCE BY HIE OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS flESPONSIBILITY OF WARRANTY. MINOR ADJUSTMENTS .1 MINOR ADJUSTMENTS (LEVELING AND CLEANING SPRINKLER HEADS, VALVE BOXES, ETC. INCLUDING PROTECTION FnOM VANOALISM) WILL BE MADE BY THE OWNER AFTER ACCEPTANCE OF THE SYSTEM ANO DURING TUE WARRANTY PERIOD, ~7-025 1. 7 RECORD DRAWINGS: 1 . 7 . 1 RE.C..QfilL.DflAl'illl..G..5 1. 7. 2 . 1 RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CUANGES IN THE wonK CONSTITUTING DEPARTURES FnOM THE ORIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTH CONSTANT•PRESSURE AND INTERMITTENT-PRESSURE LINES AND APPURTENANCES. , 2 ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT MAY BE AFFECTED BY THE REQUIREMENTS OF Tl1ESE 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 DEPARTURE;$ FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE AND NON-PRESSURE LINE. . 4 UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RFCOnD CHANGES ANO DIMENSIONS IN A LEGIBLE ANO PROF~SSIONIIL MANNER. WHF.N THE DRAWING$ ARE APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE SEPIA MYLAR DRAWING$ SUPPLIED AT COST SY THE LANDSCAPE ARCHITECT. . 5 DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIOEWALKS, CURBS, PAVEMENT). POST INFORMATION ON AS-llUll T DF1AWINGS DAY TO DAY AS THE WOF1K IS INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE 114 INCH IS SIZE. . 6 UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION ANO DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES AND ITEMS TO BE LOCATED ANO VERIFIED ON THE RECORD DRAWINGS. SHOW DIMENSIONAL LOCATION ANO DEPTH OF H1E FOLLOWING: A. POINT OF CONNECTION B. ROUTING OF lnRIGATION PRESSURE MAINl.lNES ANO 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-BUILT DRAWINGS ON THE SITE AT ALL TIMES. THESE □nAWINGS ARE SUBJECT TO INSPECTION AT ANYTIME. . 8 MAKF. ALL CHANGES TO REPRODUCIElLE DRAWINGS IN INK (NO SALL- POINT PEN). USE ERADICATING fLUID WHEN REDOING DRAWINGS. CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE ANO PROfESSIONAL MANNER. RECORD CONSTRUCTION DRAWINGS SHALL BF. MAINTAINED AT THE JOB-SITE DURING CONSTRUCTION. . 9 THE LANDSCAPE ARCHITECT SHALL PROVIDE A COMPLETE SET OF "AS-BUil T" MYLARS TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION. ONA WILL BE REOUlnEfJ TO TRANSFER ALL AS- 9UIL T INFORMATION TO MYLARS. AS-llUIL TS SHALL BE ON CITY ORIGINAL MYLARS. CONJBQl.L.E.Fl....CtlABI . 1 AS-BUILT DRAWINGS SHALL !3E APPROVED BY THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE Cfl.a.F1TS ARE PREPARED. . 2 PROVIDE ONE CONTROLLER CHART OF THE MAXIMUM SIZE CONTROLLER DOOR WILL ALLOW, FOR EACH CONTROLLER SUPPLIED S110WING THE AREA COVERED BY THAT AUTOMATIC CONTROLLER AND A CORRESPONDING LEGEND OF THE EQUIPMENT INSTALLED. . 3 THE CHART SHALL SYSTEM DRAWING. WHEN lHE DRAWING BE READABLE WHEN BE A fl EDUCTION OF THE ACTUAL AS-BUil T IF H1E CONTROLLER SEQUENCE IS NOT LEGIBLE 15 REDUCED, ENLARGE IT TO A SIZE THAT WILL REDUCED. . 4 CHART SHALL BE BLACKLINE PRINT AND A DIFfERENT PASTEL TRANSPARENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. . 5 WtH;N COMPLETED AND APPROVED, HERMETICALLY SEAL THE CHART BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS TltlCK. . 6 Cit ARTS SHALL BE COMPLETED ANO APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM . 1. 7. 3. 01'.E..BAUON AND MAINTENANCE __ MAN.U.P._L__S . 1 PREPARE AND DELIVER TO TIIE OWNF.R WITHIN 10 CALENDAF1 DAYS PRIOR TO COMPLETION OF CONSTnUCTION, ALL AEOUIRErl AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE OF.TAIL AND PROPERLY PREPARED IN FOUR (4) INOIVIOUAL BOlJNO COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DET.a.lLS TO PERMIT QUALIFl~O OPERATING PERSONN~L TO UNDERSTIIN[J, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPArlE PARTS LIST ANO RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANlJAL SHALL INCLUDE THE FOLLOWING: A. INDEX SHEET STATING CONTRACTOR'S ADOF1ESS ANO TELEPHONE NUMBER. B. DURATION OF GUAF1ANTEE PERIOD C. LISl Of EQUIPMENT WITH NAMES AND ADDRESSES OF 1.7.4 CHECK UST .1 COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THE PROJECT, USING TltE FORMAT SHOWN: A. PLUMBING PERMITS (IF NONE REQUIRED, SO NOTE) B. MATERIALS APPROVAL C. PRESSURE MAINLINE TEST (BY WHOM ANO DATE) D. AS-BUILT DRAWINGS COMPLETED (RECEIVED BY ANO DATE) E. CONTROLLER CHART COMPLE'IED (RECEIVED BY AND DATE) F. MATERIALS FURNISHED (RECEIVED BY AND DATE) G. OPERI\TION ANO MAINTENANCE MANUALS FURNISHED (RECEIVED BY AND DATE) H. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY ANO DA TE) I. MANUFACTURER WARRANTEES (RECEIVED BY ANO DATE) J. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY ANO DATE) . 2 FORWARD SIGNED AND DATED CHECKLIST TO LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT. 1. 8 GE.tlEMLJlEQUIREMENJS: 1. 8. 1 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 CONrLICTING THEREWITH BUT EXCEEOING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE AGENCY. 1.8.2 EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. 1 .8.3 CONNECTIONS SHALL BE MADE AT APPROXIMATELY TUE LOCATIONS SHOWN ON TltE DRAWINGS. CONTRACTOR SliALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. 1 .8.4 SCALED DIMENSIONS ARE APPF10XIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALi_ CAREFULLY CHECK ANO VERIFY ALL DIMENSIONS. 1.8.5 PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. 1.8.6 ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EAC!l OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTUER. 1 8 7 DIELECTRIC BUSltlNGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. 1.8.B POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VAL.VES AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITrlNGS FOR CONNECTION. 1.8.9 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 INSTF1UCTIONS FROM THE OWNER/DEVELOPMENT, AS TO THE EXACT LENGHi OF TIME OF EACH SHUT•OFF. 1.8.1 O CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. 1.8.11 MAINTENANCE. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF 7 DAYS PRIOR TO ANY PLANTING. 1. 8. 1 2 THE WORK SHALL BE ACCEPTED IN WRITING WHEN TUE ENTIRE SCOPE OF WORK HAS BEfN 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 ANO NOT IN THE SPECIFICATIONS, OR IN H1E SPECIFICATION S AND NOT ON THE PLANS, IT SHALL BE CONSIDERED IN BOTfl. WHEN CONFLICTS ARISE, THE HIGHEST STANDARDS Will PREVAIL. TUE OWNfR OR HIS AUTHORIZED REPRESENTATIVE SHALL HAVE THE FINAL AUTHORITY ALL ITEMS OF H1E PROJECT. P ARJ 2 -PB QJ..!!J.C.IS. 2. 1 MATERIALS: ALL MATERIALS AND EQUIPMENT USED IN SPRINKLER IRRIGATION WORK SHALL BE NEW ANO WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED. 2. 1.1 PIPING: PIPE SIZES SUOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED . . 1 PQLY.l!lliYL CHLORIDE PIPEC: .. ..C..QL_QRED CODED PURPLE") FOR NON: P.OJ.AB.LE.....'tV.A IE.fl; PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL FOUR (4) INCH ANO SMALLER SHALL BE PURPLE COLORED PVC MEETING ASTM-1764, TYPE I, GRADE PVC-1120, CELL CLASS1254B. PIPE, ASTM 2241 FOR SDR CLASS PIPE, ASTM 2672 FOR "ALERTLINE" ,PR EQUAL. l() If "' Ill ' MANUFACTURER'S LOCAL REPRESENTATIVE., 0. COMPLETF.: OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOn EQUIPMENT. NEW SHEET~ - . 2 IN ADDITION TO THE MAINTENANCE MANUALS, PROVIOE THE MAINTENANCE PERSONNEL WITH 1NSTl1UCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE TO HIE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE CONCLUSION OF THE WORK THAT HIS SERVICE HAS BEEN RENDERED, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" DATE REVIEWED BY: _______ .. INSPECTOR DATE ----+---1---------------·--··'·'"··-··-----· ·l----+----+----1---IRRIGATION SPECIFICATIONS FOR: --·----------------------- --1--------------·---------· -·---~------,l----+---4 RANCHO CARRILLO VILLAGE 'O' PASSIVE PARK ----· ... ·----•----------------------·-· ----+---+---t----1 :=:=====::::;:;:::==:;:===========~ .APPROVED ~ a 1----+----+----~······~ -------------- --·----~-~ ~-:~_~_£ . -ASSISTANrPL/l'l'lNING DIRECTOR DATE IA ,., \ DATE INITIAL ENC I N[[A OF WORK REVISION DESCRIPTION OWN BY: I PROJECT NO. I DATE IN 11 I AL DA IE !NI 1 IAL DRAWING NO, ·-CHKO BY i CT 93-08 348-SL 0 THEA APPROVAL CI Tl APPROVAL RVWD BY: • e.RESSURE MAIN.l.J..11.E_; 1-112" AND SMALLER PIPE -SCHEDULE 40 PVC 2" AND LARGER PIPE • CLASS 315 PVC, SDR-15.5 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." SCHEDULE 40 PIPE SHALL NOT BE THREADED. SOLVENT SHALL BE AS SUPPI.IED BY PIPE MANUFACTURER. 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; 2 .1. 3 2. 1. 4 . 1 POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE 11, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPE;CIFIED 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 02464 AND D2466. . 2 BRASS PIPE; FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. RISERS: . 1 ALL SPRINKLER HEADS SHALL HAVE RISERS AND SWING JOINTS AS SHOWN IN THE DETAIL DRAWINGS. ALL RISERS ANO SWING JOINTS SHALL USE MARLEX FITTINGS AND SCHEDULE 80 PVC RISERS OR NIPPLES. El!TINGS; . 1 FITTINGS, IN GENERAL, FOR ALL INSTALLATIONS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT PRICE AND SHALL BE THE CONTRACTOR'S RESPON5101LITY 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 Al.L 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 CONDUCTOl1, COPPER WIRE, 4164 INCH INSULATION, 4164 INCH NEOPRENE JACKET, STYLE BR (Dll1ECT BURIAL) OR EQUAL, COLOR COOE WIRES TO EACH CONTROLLF.R,' COMMON Wll1E SHALL BE WHITE N0.12 SOLID, SINGLE CONDUCTOR WIRE, 4164 INCi! INSULATION, 4164 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL ) OR EQUAL 2 .1. 6 MONITORING DEVICES_:__SIJALL...JllLEXISII.N.G 2, 1. 7 120 VOLT WIRE TO CONTROLLER • SIJAI.L BE EXISULQ 2. 1. 8 AUTOMATIC CONTROLLtEL..S.!iALL. BE EXISTING 2.1.9 REMOTE CONTRQ_L_YALVES, ELECTRICAi. , 1 THE ELECTRIC REMOTE CONTROL VALVES(Pl1ESSURE 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 5·• FROM ALL FIXED OBJECTS AND 12" APART FROM EACH OTHER. 2, 1, 1 o MASTER VALVE • SHALL BE EXISTING 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 MAl1KEO "PRV","MV","RCV","GV", OR "OF" RESPECTIVELY WITH STATION NUMBERS FOR CONTROL VALVES EMBOSSED ON THE; VALVE COVER, ALL SHALL STATE "RECLAIMED WATER" IN ENGLISH AND SPANISH. (RCV BOXES SHALL f1AVE LOCKING COVERS) OTHER BOXES SUCH AS PULL BOXES, ETC. SHALL BE MARKED ACCORDINGLY. VALVE BOXES SHALL BE PURPLE IN COLOR. 2.1.12 SPRINKLER IJEAD; . 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 VAi.YES CNON·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 IRl11GATION SECTION 2.1.22. THE Ki,YS MW 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 1'.Al-L VALVES; .1 BALL VALVE TWO (2") INCH SIZE AND SMALLER SHALL MEET ASTM STANDARDS WITH SEALS WHICH ARE SELF ADJUSTING TO COMPENSATE WEAR. BAl,L VALVES SHALL HAVE MOLDED MICRO- FINISH BALL WITH LOW TORQUE REQUIREMENTS TO OPERATE UNIT MANUALLY. BALL VALVE SHALL 11AVE A PATENTElll FEATURE "PRE- LOADED" STEM SEAL AND IMPACT RESISTANT HANDLES. 2.1.15 BACKFLOW PREVENTER: UNIT SHALL BE AS SHOWN ON PLANS OR EQUAL, AS !.PPROVED BY ARCHITECT AND CARLSBAD MUNICIPAL WATER DISTRICT. 2 .1, 1 & CONCRETE FOOTINGS SHALL Bl" 2,000 PSI CONCRETE AT 28 DAYS. 2.1.17 BACKFILL SHALL Be Cl.E:AN flLL SOIL WITH NO ROCKS OR CLOD 1/2" OR LARGER. 2.1.18 WARNING TAPE ; .1 SHALL BE PLASTIC TAPE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS, :J;AUTION; 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) 2.1.19 WARNING LABELS & SIGliS......: SHALL BE APPROVED BY THE DISTRICT ENGINEER TO BE INSTALLED ON DESIGNATED FACILITIES. FACILITIES SUCH AS CONTROLLER ENCLOSURE AS DESIGNATF.D BY THE DISTRICT ENGINEER Ofl INSPECTOR. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS, 2 .1. 20 WARNING TAGS; 'ALL RECLAIMED WATER SPRINKLER CONTROLS VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS 2 .1. 21 CONTRACTOR SHALL PROVIDE TO THE OWNER: . 1 TWO (2) CONTl10L VALVE KEYS. . 2 TWO (2) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. PART 3 • EXECUTION 3 .1 GENERAL REQUIREMENTS: 3.1.1 LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, ANO SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE, LOCATE AND $TAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITE;CT 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 ARCftlTECT BEFORE DIGGING TRENCHES . 3.1.4 REFER TO THE CITY OF CARLSBAD STANDARDS FOR RECLAIMED PIPE INSTALLATION. ALL CITY OF CARLSBAD STANDARDS TAKE PRE.CF.DENCE OVER PLANS AND SPECIFICATIONS FOR THE PROJECT UNLESS NOTED , AND APPROVED. 3. 2 INSTALLATION OF IRRIGATION SYSTEM: 3.2.1 3.2.2 3.2.3 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 TIIE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. . 2 DEETH OF TRE.liCH..: POLYVINYL CHLORIDE PRESSURE LINE (LESS THAN 3") PRESSURE MAINLINES ( 3" AND UP TO 6"") POLYVINYL CHI.ORIDE NON-PRESSURE LINE CONTROL WIRE 18" MINIMUM 24" MINIMUM 12" MINIMUM 24" MINIMUM . 3 IB..ENCHING THROUGH AREAS WHERE TOPSOIL IJAS 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 112 INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL. . 5 REPAIR ANY LEAKS ANO REPLACE ALL DEFECTIVE PiPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY ttAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. .6 BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, 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 ANO CLODS 1/2" AND LARGER. . B CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALE. CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPICAL. l.LN.OER EXISTING AND /OR PROPOSED PAVEMENT .1 TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHALTIC CONCRETE OR CONCRETE WILL BE INSTALLED SHALl BE BACKFILLEO WITH CLE,AN FILL SOIL, IN A SLEEVE AND COMPACTED IN LAYERS TO 95% COMPACTION, USING MANUAL OR MECHANIC/IL TAMPING OF.VICE;$, TRENCHES FOR PIPING WHICH ARE NOT UNDER PAVING SHAU. BE COMPACTED TO EQUAL COMPACTION OF THE EXISTING ADJACENT UNOISlURBED SOIL AND SHALL BE LEFT FLUSH WITH THE ADJOINING GRIIDE. THE IRRIGATION CONTl11\CTOR SHALL SF.T IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO PAVING WOl1K. . 2 PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING. HOWEVER, NO t1YDRAULIC ORIVING 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 AGGl1EGATE BASE FOR ALI. PRESSURE ANO NON PRESSURE PIPING INSTALLED UNDER ASPHALTIC CONCRETE PAVING . . 4 SECURE PERMISSION FROM THE OWNER/DEVELOPMENT BEFORE CUTTING OR BREAKING EXISTING PAVEMENT. ALL NECESSARY REPAIRS AND REPLACEMENTS SHALL flE APPROVED BY OWNER/DEVELOPMENT, AND SHAlL BE AT NO ADDITIONAL COST TO OWNER/DEVELOPMENT . INSTALLATION OF PaOLY..Y.lliYL CHLORIDE PIPE: • 1 BECAUSE OF THE NATURE OF PLASTIC PIPE; AND FITTINGS, EXERCISE CAUTION IN HANDLING. LOADING ANO STORING. TO AVOID DAMAGE. . 2 THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED, ANO SHALL BE TRANSPORTED IN A VEHICLE WITH A flED LONG ENOUGH TO ALLOW THE LENGTt1 OF PIPE TO LAY FLAT 90 AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. . 3 ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR OAl'/IAGED SECTION IS CUT AND REJOINED WITH A COUPLING. . 4 TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTlOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS, " . 5 PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, 011 EQUAL, BEFORE WELDING SOLVENT 15 APPLIED. WELDED JOINTS SHALL BE GIVEN II MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. . 6 PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. . 7 CENTER LOAD PIP!c WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SUPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. . 8 NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED ANO A PERIOD OF AT LEAST 2~ HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. . 9 PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTFRS, METAL NIPPLE ftAND 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: ASSEMSLE PER MANUFACTURER'$ RECOMMENDATION. .1 2 ALL PRE;SSURE PIPE 3" OR LARGER SHALL HAVE THE CORRECT SIZED CONCl1ETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMfNT: AT GATE VALVES, TEES. ELBOWS, CROSSES AND ENDS OF PIPE RUNS: 011 WHF.RF.V~l1 THE CITY ENGINEER DEEMS ONE TO BE NECESSARY. THRUST BLOCKS SHALL BE INSTALLED AS PER DETAIL 3.2.10 WARNING TAPE: WARNING TAPES SHALL BE; INSTALLED DIRECTLY ON TOP OF HIE PIPE LONGITUDINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGH1 BY PLASTIC TAPE BANDED AROUND THE PIPE WITII FASTl'cNERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICl!;;NT FOR CONTINUOUS COVERAGE,. ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED WITII WARNING TAPE. A SECOND WARNING TIIPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE. 3 . 1 . 1 1 'liAB1!1N.G. LAB E LS . .JLfilG..N..: INSTALL WHERE SHOWN AS DETAILED 3.1.12 WARNING TAGS: 3.3 INSTALL WHERE SHOWN AS DETAILED CLEAN-UP: AS PROJECT PROGnESSES, CONTRACTOR $HALL MAINTAIN Al,L ARF.AS IN A NEAT MANNER AND nEMOVE UNSIGHTLY DEBRIS AS NECESSAnY. AFTER COMPLETION OF THE' PROJECT, CONTRACTOR SHALL nF.MOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWf!'P AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS 3. 2. 4 Lt!fil.PJ . .\._1.\ T[QlLQE......IH!AS.LJ.lf.'.!i; END OF SECTION . 1 CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WllH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURns 50 SMOOTH AN UNOBSTRUCTED FLOW 1$ OBTAINED . . 2 CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. 3.2.5 fl_EMOl.E......C.OfilROL WIRIN.G__;_ . 1 DIRECT BURIAL CONTROL WIRE Sl7.ES: AS SHOWN AND SPECIFIED HEREIN BEFORE. . 2 PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM P110VIDE 4-FOOT MINIMUM F.XPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINlENANCE OF VALVES. . 3 INSTALL CONTROL WIRES AT LEAST 24" Bl::LOW FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AS TF.RMINAI • POINTS. .4 INSTALL CONTROL WIRES ANO IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. . 5 CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 300 FEET. SPLICES AS FOLLOWS: (t) STRIP OFF MINIMUM OF 2-112 INCHES OF INSULATION FROM EACH WIRE. (2) CONNECTING AND SPLICING OF WIRE AT HIE VALVES SftALL BE MADE USING DURA SEAL CRIMP SPLICES AS MANUFACTURED BY RAYCHEM CORPORATION. CONTRACTOR SHALL REFER TO RAYCHEM INSTALLATION PROCEDURES USING UL TRATORCH 3 HEATING TOOL. NO OTHER SPLICES Will BE ALLOWED. 3 . 2. 6 VAL.US..: .1 ALL VALVES SHALL BE INSTALLED AS SHOWN IN THE DETAILS AND IN ACCORDANCE WITH MANUFAClURER'S RE;COMMENDATIONS AND AS REQUIRED BY THE CITY OF CARLSBAD FOR IDENTIFICATION, PER RECLAIMED WATER STANDARDS, IF USED. . 2 INSTALL EACH CONTROL VALVE IN A SEPARATE VALVE BOX WITH A MINIMUM OF 12" SEPARATION BETWEEN VALVES AND 6" Fl10M ANY FIXED OBJECT OR STRUCTURE. 3.2.7 VALVe BOX: 3.2.8 3.2.9 -· r . . 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 SU11FACE;S SHALL BE FLUSH WITH ITEMS LISTED ABOVE . . 2 ALL BOXES ARE TO EIE MARKED AS TO THE TYPE or VALVF., CONTROL STATION NUMBER IF APPL.ICABLE AND IDEN11FIED AS REQUIRED, PER RECLAIMED STANDARDS. SPRINKLER HEADS.; .1 ALL SPRINKLER HEADS SHALL tlE _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 ArTER TtlE SYSTEM HAS 8EFN THOROUGHLY TESTED, IMl'/IEDIATEL Y AFTER WRITTEN NOTIFICATION BY TIIE AnCftlfECT TO DO SO. QUICK COUPLER ASSEMBJ...Y.; , 1 INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVf.S PLUMB AND TRUE TO FINISH GRAIJE AND A MAXIMUM OF 12 INCHES FFlOM PAVING, WALKS. HEAOFRS on CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. ----------------------------- APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS SIIEF. T 2B NEW SHEET "AS BUILT" RL A _____ EXP. _______ .. REVIEWED BY: INSPECTOR OATE CITY OF CARLSBAD PL-ING D[PARTIIENT S11[[1S :,2. IRRIGATION SPECIFICATIONS FOFt I---+----+-----------·-----------1----+----l----l ---RANCHO CARRILLO VILLAGE 'O' PASSIVE PARK ----------➔----------------··-·---------Jl---~---1---- ---•---·t·--------~------------1-----l------t----l----1 '---··· ··-·------·--····----------------·-------+-----•;:::;~;:::~==;;:::::;;::;::;;==============: A,..,,rr,,.n 0 o=v..,.,.rn...,...{,,{,,;,_~~c:'.'.'.~ [!~~c----S-57"{ ASSISTANT "f'L.{NNING DIRECTOR DATE DAI[ INIIIAL fNGINEf.R Of WORK REVISION DESCRIPTION OAT[ INITIAL DAI[ INITIAL -~ ------ OtllE.R APPROVAL CI TY APPROVAL OWN BY: CHKO BY: ___ _ RVWD 8Y: PROJECT NO. CT 93-08 DRAWING NO. 348-5L r l:•:'•:'•'I I I I I I ' I I I I 'Y "N@-- \ I \ I - '''"·:::_-.. -\ I :2.I ~ I \ / I .-l- -- / -.... - I I ce,i,.' -:,, ~ . .r-r-'-:::--,-,----11--'-"------"-----{. \ - + • ,e,t:,/:? ........ ,., ANIIIIWI.UN .... n•l•a La ••II• c.., .. II ... ""'•• Ce■I,_ Drl•., 8ulle .. 0 ·• Ill-CA •1t1--91t.el0.ll"O • h• NO.IIIO 0 10 20 I I DATE INITIAL ENGINEER OF WORK 40 80 I ~--I GRAPHIC SCALE IN FEET ·. REVISION DESCRIPTION \ \ \ \ \ I I \ I \ I 7 I I I ~ "' Ii" NEW SHEET~ .. ' "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP, LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE [1TI CITY OF CARLSBAD ~ '7 PLMIIING DEPARTMENT 2.. PLANTING PLAN FOR: RANCHO CARRILLO VILLAGE 'O' PASSIVE PARK APPROVED ,?~ 7,,.-:;~ .s:--6--9 R ASSISTANT PLANNING DIRECTOR DATE OWN BY: I PROJECT NO. I DATE INITIAL DATE INITIAL DRAWING NO. CHKD BY: CT 93-08 348-SL OTHER APPROVAL CITY APPROVAL RVWD BY: ' 0 I --1\ DEPTH OF, ·\ ROOT BALL ' '(f i ··+ . ,. ' - ' . ·4 ~I ' .. '' t -+ C-.-, I I + .., ; I ' ! 12·· ., + + I ' 2X ROOTB"'-.L I + + I i --~ .. 1-· -- 4 TREE TIES IMIN> TWO AT TOF' . OF ST AKES OTHERS WH[R[ NEEDED TO SUPPORT TREE TREE STAKES SET ------- OUTSIDE or ROOTBALL 4" P[Rf, PVC DRAIN PIP[ / to BOTTOM Or ROOTBAI.L W/4" PVC DRAIN CAP/GRATE <BL ACK> . 6" MIN. BASIN f"INISH GRAD( ····-·-·· "'" --· FERTILIZER T ASLETS . ' .. , ... _,,_ ·-- P RE.P ARJ; D ...8 AC.KLl!J. ML~ ROOTBAI.L-SET 1" -· _____ ,, ____ ,,_,, __ _ ABOVE FINISH GRADE SLOPE t"/fT . 4 · PERF. PVC DRAIN PIPE W/4" PVC DRAINCAPIGRATE <BLACK> ¾" PEA GRAVEL su ... P . .. ---·- SHRUB ' SLOPE 1··IFT. / ~---J:· MIN'''' BASIN / ----~tl>IISH GBAQE_ rf:\1--T_R_E_E_P_L_A_N_T_IN_G_Sc_S_T_A_K_IN_G __ \.!::..,) NO SCALE ®1--S_H_R_U_B_PL_A_N_T_IN_G ____ _ '<0 SCALE µ~,;. l.)A-L,W~ Ulll$"n ~41~ ~. ~l,..,, llcrr co-lfUcf Urfl-+ f1J~t. JT\1,li"'lf-'S Mlo ~~J.., % \,;Vo.11"-...-D J.. !"-'IN, Of'!' "7 1 o.)-r C"f f1Jp,,Ji;. l"l4HT·OF -u-6--'( <S' ~t-1 p.s..vn.Jc.or 1 1 ff"DH -'3-eiJ.e.p.. l,. I~~ f!..) IJ~u., !?11 1)-..'1'~ oP" ~1e, HLIL?H ii..l ~l.J... 1--loiJ ·-rJi::.F !"l>f-lT1wq ~~"7 ~ 0~ fH-A4 ~•. L •)u~r11-r P-,;;;µ.,,f>us-.,...,, c::1 ry 1-J'"l'"t-i::.rrc:12-~ ~~~ fF,lop. 1V ~ p,i\,l v~ 12> . be> ~1""11,;., ·-t -+ + I I + SYMBOL ABBREV. BOTANICAL NAME EUC. FIC, EUCALYPTUS FICIFOLIA PIN. ELD. PINUS ELDARICA SHRUB!;, 0 AGA. AFR. "P.P' AGAPANTHUS AFRICANLJS 'PETER PAN' 0 CEA. 'S.B.' CEANOTHUS 'SIERRA BLUE' CD COT. PAR. COTONEASTER PARNEYI 0 HET. ARB. HETEROMELES ARBUTIFOLIA e RAP. IND. "CLA' RAPHIOLEPIS INDICA "CLARA' GROUNDCOYEB!i! ~DEL.ALB. DELOSPERMA ALBA (40%) GAZ. SPL 'M C ' GAZANIA SPELENDENS (60%) 'MIXED COLOR' LAWN SEED MIX NAME, ~ MARATHON Ill - + t ' -·+· j ' ' 1 Ey..p. ,-,1 ·'I"! Londeoepe Arohlleolur'e • PlonnlnI La Jolla Cen1re II 1126ri Towne Cenlre Drive, Sull• 340 ,...."" Sen Dle10, CA 112121-3002 819.660.16'10 • , •• 660.1680 Rf Vl',IC.IN DE'CRJP 1 ;JN PLANTING DISTANCE SCHEDULE FEET ON CENTER 'A' 8'· 1'-0" 1'·3'" l-6" 2'·0'" J'·O" 6'·0" 8'-0" 10'·0" 12'·0" 20·-o·· ROW DISTANCE ·a· r 10112" 11'' 1·. 4 ,. 1'-9" 2"-6" 5· 2" 6'-11"" 8'-8" 10' · 5" 17· 4" PL AIIITING GRID SET BACK ...:£.. 7" 11" r-0" 1·-0·· 1'-6" 2"-6" 5· 6" 7• · 6" 9'•6·· 11"-6" 19"·6" • • • • • • • • •7il-t • • • • • • • • 'f • • • • • • • • • • • • • • • • • . . . . . . . . _,.., . . . . . . . . ~ • • • • • • • • •·u ... © GROUNDCOVER PLANTING C ------NO SCALE PLANT LEGEND COMMON NAME SIZE REMARKS DETAIL RED FLOWEREING GUM 15 GAL, HT. 9' MIN. X SP. 3' MIN. A ELDARICA PINE 15GAL HT. 6' MIN. X SP. 3' MIN. A LILY-OF-THE-NILE 1 GAL. FULL, BUSHY,-B GOOD COLOR WILD LILAC 1 GAL. FULL, BLJSHY, 8 GOOD COLOR RED CLLJSTERBERRY 1 GAL. FULL, BUSHY, B GOOOCOLOR TOYON 1 GAL. FULL, BUSHY, B GOOD COLOR INDIA HAWTHORN 1 GAL. FULL, BUSHY, B GOOD COLOR WHITE TRAILING FLATS PLANT @ 12" O,C. C ICEPLANT GAZANIA FLATS PLANT@ 12" O,C. C TYPE: SOD \'I' ,{\ t4 • NEW SHEET'-" APPRO\f:D FOR PLA\TING AND lkRICATIOt-i 0\1.Y. INCL\'Dl:\G Pf~ECJ:--:E LOCATION OF PLA\TING A'{~ AS ·----+---I t· --- -----t·· _, t ' 11 AS BUil T" DAT! Rf I,, WE[) BY; IN':,"! . TOR DA TF ---· --·- _,,, + ... ,. P1 A~' l ~C l)f 1 A I \ U :;f ~I: f OR: ---i--' ----+ -· . ,. -+--t- _,,,.,+-- L... . ...... ,,.,. ··-··-· ,. RANCHO CARRILLO VILLAGE 'O' PASSIVE PARK APPROvfD ~q,__tJ -~;i-'i_t-_ ~ __ ,, __ ,__, _____ ~·----,_ __ ASSJ',TANT P ANfu:°'DIRECTOR DATF ---____ ,_ ~ i,> " D ___________________________________ ., ____________________________ _,, lll!:SHI.Qli 02410 LANDSCAPING PART I -G c.lila..B.6.L 1 .1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARI: A PART OF THIS SECTION AND THE CONTRACT FOA THIS WORK ANO APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SUMMARY: 1.3 1.4 1. 5 1.6 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 TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. • 1 RELATED WORK: IRRIGATION SECTION 02441 IIUBMITTALS: UPON BEING AWARDED THI! PROJECT, CONTRACTOR SHALL SUBMIT A LIST OF SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS WITH QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF CONTRACT. GUARANTEES AND REPLACEMENTS: .1 SHRUBS, VINES, GROUNDCOVER AND HVDROSEED SHALL BE GUARANTEED TO REMAIN t1EALTHY 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 SttALL BE GUARANTEED TO LIVE IN A HEALTltY CONDITION FOR A PERIOD Of ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF PROJECT. IF TREES ARE ALSO SUPPLIED BY TIii! OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE. • 3 ALL PLANTS FOUND TO BE DEAD ANO ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITUIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN FOURTEEN (14) DAYS. . 4 PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND ANO SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO OWNER, OBSERVATION: .1 OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THI! ARCHITECT AND!OR CITY INSPECTOR. THE CONTRACTOR SHALL REQUEST OBSERVATION IN WAITING, IN ADVANCE OF THE TIMI! OBSERVATION IS REOUIREO, , 2 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: • 3 .4 A. PRE•CONSTRUCTION MEETING. B. INCORPORATION OF SOIL CONDITIONERS AND FERTILIZERS INTO THE SOIL. C. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. D. 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 PAE-EMERGENT HERBICIDE. I. PRE•MAINTENANCE OBSERVATION. J, WHEN Pl.ANTING, AND ALL OTIIER INDICATED 01'1 SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, ftAS BEEN COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. TUI$ IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF HIE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR TIIIS PROJECT. K. FINAL oa.seB.YAIJ.Q..N TO BE HELD AT THE COMPLETION OF THE MAINTENANCE PERIOD, HtlS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE ONE-YEAR GUARANTEE OF ALL TREES. ACCEPTANCE: UPON COMPLETION OF Tit!: FINAL OBSERVATION ANO 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 ANO ACCEPTANCE. THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH OBSERVATION. MAINTENANCE: , 1 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE ANO IRAIOATION WORK ON THIS PROJECT IS COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCIHTECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, ANO StlALL 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 ANO CURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. • 3 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER l'!ACH PLANT IS PLANTED. Pl.ANTS AND LAWNS SHALL BE KEPT IN A HEAL THY, GROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, FERTILIZING, RE•STAKING, PEST AND 01$1:ASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND ANY OTIIER NECESSARY OPERATION Of MAINTENANCE, LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, AND ALL OTHER UNDESIRED V!;Gl!TATIVE GROWTH AND DEBRIS. ALL PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEOIATELY 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 3 0 DAYS AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, AND EVERY 30 DAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD, RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE APPLICATION RATE. . 5 THlo CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN HIE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLIS11ED NON COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF TIIE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT N 0 CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. 1. 7 1.1 • I THE CONTRACTOR IHALL Bl! RESPONSIBLE FOA MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMeDIATELY AT TttE CONTRACTOR'S EXPENSI!. LAYOUT OF WORK: THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSI!, A Rl!GISTERED CIVIL ENGINEER OR LICENSED LAND SURVl;YOR TO LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISft GRADES WITH CIVIL ENGINEER DRAWINGS. GENERAL AEOUIREMENTS: • 1 THI! TEAM "PLANTING AREA' SHALL Ml!AN ALL AFIEAS TO BE PLANTED WITH TREES, SftRUBS ANO GROUNOCOVERS. . 2 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HOATICUL TURAL PRACTICE. .3 ALL ROCKS 1" 01'1 LARGER, AND OTltER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF TH!c PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING. . ~ PRIOR TO THI! 1:XCAVATION FOR PLANTING OR PLACINO OF PLANT MATEAIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN TIii! EVENT OF A CONFLICT BETWEEN SUCH LINES ANO PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL ARRANGE FOR THE RELOCATION OF ON!! OR HIE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKINO ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED • .~ GRADING ANO SOIL PRl!PAFIATION WORK SHALL BE PERFORMED ONLY DURING THI! PERIOD WHEN BENEFICIAL ANO 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 TliE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. . I ALL SCALED DIMENSIONS ARE APPROXIMATE!. B !!FORE PROCEEDING WITH ANY WORK, CAREFULLY Cf1ECK ANO VERIFY A LL DIMENSIONS ANO IMMEDIATELY INFORM TIIE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS ANO/OR SPECIFICATIONS ANO ACTUAL CONDITIONS, • 7 QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCI! • B ONLY, AND ARE NOT GUARANTEED. CtlECK ANO VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. ADEQUATELY STAKE, BARRICADE, EQUIPMENT, MANHOLES, UTILITY PROPERTY DURING ALL PHASES GRADING OPERATIONS. ANO PROTECT ALL IRRIGATION LINES, AND OTHER EXISTING OF THE SOIL AMENDING AND ,9 ll.l!.ECIMEN TREE SELECHO.H.: .10 , 1 1 . 1 2 A. ONE SAMPLE OF EACH TR!! VARIETY ANO SIZE, CALLEO OUT ON DRAWINGS 15•GALLON AND LARGER SIIALL Bl! DELIVERED TO THI; PROJECT SITE FOR APPROVAL PRIOR T 0 INSTALLATION. 8. THE CONTRACTOFI SHALL IMMEDIATELY REMOVE ANY TRE!S NOT APPROVED. C. THE CONTRACTOR AT HIS OPTION ANO AT HIS EXPENSE CAN RETAIN THE SERVICES OF THI\ ARCHITECT TO REVll:W TREES 24" BOX SIZE ANO LARGER TAGGED AT THE NURSERY AND/OR AT THEIR PLACE OF GROWTfl, OR AS OTHERWISE SPECIFIED ON DRAWINGS. AEJECilQJLAND SUBSUTUTl.o.tt; A. ALL PLANTS NOT CONFORMING TO THI! Rl!QUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCli PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKf:D AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITl1 ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS AEOUIAED BY I.AW. /ILL PLANTS SHALL BE OF THE SPECll!S, VARIETY, SIZE, AGE, FLOWER COLOR ANO 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 WITll TIIE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. UTILITIES A. ALL UTILITIES (WATEFI ANO ELECTRICITY) USED DURING THE INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL 8E PAID FOR BY THE OWNER. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIEILE FOR PAYMENT OF TIii! UTILITIES. J>aO.I.ECTIQN OF EXISIINO_IfiEEll AND SHllUBS A. IT IS TIIE INTENT OF THI! PROJECT THAT CERTAIN EXISTING PLANT MATERIALS SHALL BE RETAINED, PRIOR TO THE REMOVAL OF ANY TREES, THE CONTRACTOR SHALL CONFER WITH THE ARCHITECT TO DETERMINE THOSE PLANTS TH AT ARE TO REMAIN. B. ALL EXISTING TREEI WHICH ARE TO Rl:MAIN IN Tf1E PROJECT SHALL BE TAGGED AND IDENTIFIED BY THE CONTRACTOR PRIOR TO START OF WORK. C. CONTRACTOR Sl1ALL BE RESPONSIBLE FDA ALL TREES THAT ARE TO REMAIN IN THE PROJECT. DAMAGE TO A PLANT WHICH RESULTS IN DEATH OR PERMANENT OISFIGURATION SHALL RESULT IN THE COMPLETE REMOVAL OF THE PLANT, INCLUDING ROOTS, FROM TIIE SITE BY TllE CONTRACTOR; ANO THE CONTRACTOR AT HIS OWN EXPENSE Sit/ILL REPLACE TIIE PLANT WITH ONE OF EQUAL VALUE /\$ ESTABLISHED BY THE ARCHITECT, OR REIMBURSE THI: OWNER THE COST OF SAID REPLACEMENT, THE ARCHITECT SHALL BE TIIE SOLE JUDGE OF THE CONDITION OF THE PLANT. D. ALL EXISTING TREES THAT ARE TO REMAIN SliALL BE PROTECTED AT ALL TIMES FROM DAMAGE BY WORKERS AND EQUIPMENT. ALL DAMAGE BY THE CONTRACTOR TO EXISTING PLANTS SHALL BE REPAIRED AT THEIR EXPENSE BY PERSONNEL APPROVED BY THE ARCHITECT. &; , THE CONTRACTOR SHALL INSURE THAT NO FOREIGN MATERIALS AND/OR LIQUID. SUCH AS PAINT, CONCRETE, CEMENT, OIL, TURPENTINE, ACID OR THE LIKE, BE DEPOSITED OR ALLOWED TO BE DEPOSITED ON ANY SOIL WITHIN THE DRIP LINE (THE OUTSIDE EDGE OF THE FOLIAGE OVERHANG) OF ANY TREE OR StJAUB, OR WITHIN 6" OF THE TRUNK OF A VINE. SHOULD ANY SUCH POISONING OF THE SOIL OCCUR, THE CONTRACTOR SHALL REMOVE SAID SOIL AS DIRECTED BY HIE ARCHITECT AND REPLACE WITfl ACCEPTABLE SOIL AT NO EXPENSE TO TttE OWNER. ,. . G. EXCAVATION ADJACENT TO EXISTING TREES AND SHRUBS; WHERE IT IS NECESSARY TO EXCAVATE IN CLOSE PROXIMITY TO EXISTING TREES ANO SHRU8S, ALL POSSIBLE CAUTION SHALL BE EXERCISED TO AVOID INJURY TO ROOTS AND TRUNK. EXCAVATION CLOSE TO TREES Sl◄ALL BE BY HAND, TUNNELING UNDER ROOTS 2• ANO LARGER IN DIAMETER. CUTTING OF ROOTS 2" ANO LARGER SHALL BE ONLY ON THE APPROVAL OF THE ARCHITECT, PAINT CUT ROOTS WITUIN 24 ti OURS; WHERE THIS IS NOT POSSIBLE, KEEP THE SITE OF EXCAVATION ADJACENT TO THE TREE SHADED WITH MOIST BURLAP OR CANVAS. 1. 9 INVOICING OF PLANT MATERIALS AND SOIL PRl!PARATION AND SOIL PREPARATION CONFORMANCE TEST: .1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE,MAINTENANCE INSPECTION, TliE AACHIT!!CT, WITH THE H!:RETOFOAE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS ANO RELATED ITEMS, SHALL INVOICE SUClt MATERIAL, COMPARING THE TOTAL AREA ANO/OA THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REOUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. • 2 UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING ANO GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE ARCHITECT WITH TIIE ttERETOFOAE SPECIFIED SIGNED COPIES OF TllE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SltALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION. IF nu; MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE ARCHITECT WILL REOUIRE THE DISTRIBUTION O I' ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL TftE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. • 3 RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE REPRESENTATIVE OF THE ENTIRE SITE SHALL BE TAKEN BY TIIE CONTRACTOR PRIOR TO BEGINNING WORK. THE ARCHITECT, IN TIIE PRESENCE OF THE CONTRACTOR, SHALL INDICATE ON THE PLANTING PLAN WHERE SOIL SAMPLES SftALL BE TAKEN, CONTRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY, APPROVED BY THE CITY INSPECTOR. SOIL TEST SHALL CONSIST Of SOIL FERTILITY AND AGAICUL TURAL SUITABILITY CONFORMING TO THE METHODS OF THE UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION AND USDA, ALONG WITH RECOMMENDATION FOR CORRECTING ANY DEFICIENCY IN THE SOIL . 4 A SAMPLE OF THE SOIL AMENDMENTS SliALL BE DELIVERED TO THE ARCftlTECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL AMENDMENTS ttAVE BEEN TIIOAOUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE ARCtllTECT AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. .5 , AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES WILL BE TAKEN BY ARCHITECT AND SUBMITTED TO TliE SOIL LABORATORY FOR Tl'!STING OF ECE ANO PH. COST OF THE ABOVE TESTING BY TIIE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. PART 2 · PRODUCI.S 2.1 SOIL AMENDMENT ANO FERTILIZER: - .1 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH LASTS UP TO 10 YEARS IN TttE SOIL, A PORTION OF INOA· GANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, PH OF 5. 5 TO 6.5, SALINITY OF 3.0, ORGANIC MATTl,A (ORY WEIGHT BASIS) MORE THAN 90%, NON-IONIC WETTING AGENT ANO TOTAL NITROGEN .2 . 3 .4 .5 .6 . 7 . 8 CONTENT OF 0.5%. (LOAMEX, WIL-GRO, LIFE FOREST HUMUS). GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CASO 2H20) WITH MINIMUM 80% GRADE CONTAINING 14% COMBINED SULFUR. IRON SULFATE (EXPRESSED AS METALLIC) 19% OF QUALITY APPROVED BY ARCHITECT. SULPIIUR (SOIL) (ELEMENTAL} 99% OF DUALITY APPROVED BY ARCHITECT. FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC ANO INOl10ANIC GRANULAR FERTILIZERS, FREE•FLOWINO, SUITABLE FDA APPLICATION w1n1 APPROVED EOUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE Pl!ACEN- TAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 1.0% 10.0% 10.0% MINIMUM MINIMUM MINIMUM 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 TflE FOLLOWING MINIMUM AVAILABU; PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASli 21.0% 0.0% 0.0% MINIMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL) SHALL BE LONO·LASTINO CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE- FLOWINO, SUITABLE FOR APPLICATION Wllfi APPROVED EQUIP- MENT, AND SliALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 16.0% 20.0% 0.0% MINIMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND IN011G<INIC GRANULAR FERTILIZERS WITH CHELATED MINERALS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPRO\IED EQUIPMENT, ANO SHALL CONTAIN HIE FOLi.OWiNG MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 1.0% 9.0% 4.0% MINIMUM MINIMUM MINIMUM DATE INITIAL £NG INE£R IJ" JmK REVISION DESCRIPTION 2.2 2.3 2.4 • 9 PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING sizes WITH THE: FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOO: NITROGEN PHOSPftDRIC ACID POTASH 20.0% 10.0% 5.0% MINIMUM MINIMUM MINIMUM • 1 0 SOIL ENHANCER SHALL BE SARVON. PLANTING BACKFILL: PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL ANO SOIL AMENDMENTS AT THE FOLLOWING MIXTURE: SOIL CONDITIONER SITE SOIL 1/3 CU. VD. 2/3 CU. YD, IRON SULFATE GYPSUM 1 LB./PEA CU. YD. OF MIX 10 LBS./PER CU. YD, OF MIX BACKFILL MIXTURE IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. STAKING MATERIALS: STAKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGttT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCttES AND STUBS, OF UNIFORM THICKNESS WITli A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS Tf1AN TEN (10) FEET IN LENGTH. OUYING MATERIALS: . 1 .2 .3 GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL OF NO. 1 2 OAUGE. ANCIIORS (DEADMEN) FOR HOLDING OUY WIRES SHALL BE 4 INCHES X 4 INCIIES OF SOLID LUMBER, 1' -I" IN LENGTH • HOSE FOR COVERING WIRE SHALL BE OF 2-PLY REINFORCED RUBBER, USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 112 INCH IN DIAMETER. . 4 FLAOS, TO BE ATTACHED TO QUVS, SHALL BE OF SURGICAL TUBING, 1/8 INCH IN DIAMETER AND FOUR FEET LONG, OF UNIFORM TIHCKNESS, , 5 TREE TIES SHALL BE BOFIDON CINCH-Tl!! 01'1 APPROVED EQUAL, 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 CAllFOANIA, OREGON, AND WASHINGTON", PUBLICATION NO. 4091, PAINTED 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 DI' AGRICULTURAL SCIENCES. SEE LIST OF PLANT MATERIAL ON DRAWINGS. • 2 QUALITY ANO SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK. THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS, ANO MEET OR EXCEED THE MEASUREMENTS SPECIFIED, PINTO TAGS MUST BE SUBMITTED TO THE ARCHITECT, . 3 CONTAINER STOCK (1•GALLON, 5-0ALLON, 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 OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SIIALL BE PLANTED. , 4 PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT, .8 .7 .B INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF TUE CONTRACTOR, ANO WHERE NECESSARY CONTRACTOR SIIALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE. PLANTS SHALL BE SUBJECT TO INSPECTION, ANO APPROVAL OR REJECTION, AT THI! PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE AEMOVED FROM THE PROJECT SITE IMMEDIATELY. SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS SHALL BE APPROVED BY THE CITY INSPECTOR AND ARE SUBJECT T 0 ARCHITECT'S WRITTEN APPROVAL. OUANTITIES SHALL BE FURNISHeo AS NEEDED TO COMPLETE WOFI K SHOWN ON DRAWINGS. . 9 THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY TtlOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. .1 D IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATIIERPROOF LABELS ATTACHED SECURELY TO THE PLANT. TIIERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EAClt 5 PLANTS IN A LOT, .11 SOD SHALL BE MARATHON • NEW SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" RLA _____ EXP----- REVIEWED BY: INSPECTOR PLANTING SPECIFICATIONS FOR: APPROVED RANCHO CARRILLO VILLAGE 'O' PASSIVE PARK - ASSISTANT ~"ANAING DIRECTOR DATE DATE DATE INITIAL DATE IN IT I Al OWN BYI PROJECT NO, DRAWING NO, OTHER APPROVAL CITY APPROVAL CHKD BY•---- RVWD BY: CT 93-08 348-5L #<I T---02 5 l-----------------------···-----···-----------------------_::,.:...::.::..._ __________________________________________________ __. ----- .12 IIARK MULCH SHALL BE F111BARK CHIPS OA l!QUAL, 1 "·3'" INTERLOCKING PIECES PACKAGED IN BAGS OR BALES UNLESS APPROVED OTHERWISE BY LANDSCAPE ARCHITECT. CITY MUST RECEIVE AND APPROVE A SAMPLE PRIOR TO DELIVERY OF MULCH TO THE SITE. .13 111'10UNDCOVER PLANIS SHALL Bl! HEALTHY, VIOOl'IOUS ROOTED •· CUTTINO GROWN IN FLATS UNTIL TRANSPLANTING. • 14 PRE-EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, DYMID OR EQUAL. .1 t WEED ERADICATION SPRAY WILi. BE ROUNDUP. PART 3 -EXECUTION 3. 1 SITE PREPARATION AND WEED ABATEMENT: 3.2 3,3 .1 GRUB AND Cl.EAN PLANTING AREA, REMOVING DEBRIS AND ROCK AND ERADICATING WEEDS. • 2 WEED ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR T 0 COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK, WEED . ABATEMENT • 1 • 2 • 3 • 4 UPON COMPLETION OF THE IRRIGATION BYST!M AND AFTER DEIIRIS, ROCKS ANO EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL FERTILIZER 21-0-0 PER ACRE. WATER ALL AREAS EVERY DAY FOR TWENTY-ON!! (21) CONSECUTIVE DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS AND SPRAY NON-SELECTIVE HERBICIDE "ROUNDUP" TO ERADICATf THE GERMINATED WEEDS, TRANSLOCATION OR APPROVED PERIOD StlOULO BE 7-10 DAYS. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. RAKE AND HAUL OFF ALL DEAD WEEDS TO 1/2 INCH BELOW THE; SURFACE OF TtlE SOIL. IF PERENNIAL WEEDS OR GRASSES STILL l!XIST, RE-WATER EVERY DAY FOR FOUATEEN (14) CONSECUTIVE DAYS, UNTIL TliE NEW GROWTH APPEARS. RE·APPLY A NON-SELECTIVE HERBICIDE. REMOVE WEEDS AFTER IIERlllCIDE HAS HAD A SUFFICIENT TIME T 0 KILL. SOIL CONDITIONING, FERTILIZING ANO ROTOTILLING: .1 FOR AREAS LESS STEEP THAN 2:1: • 2 • 3 AFTER THE AREAS HAVE BEEN DEEP-RIPPl!D, 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 OF TWO ALTERNATING PASSES, AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL. TliE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF SOIL CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE ARCIIITECT, A. SOIL CONDITIONER SOIL SULPHUR IRON SULFATE GYPSUM 5 cu. YD. PER 1,000 sa. FT. 10 LBS. PER 1,000 SO. FT. 20 LBS. PER 1,000 SQ. FT. 250 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. II. FERTILIZER (COMMERCIAL): 6-20-20 SHALL Bl! APPLIED AT THE RATE OF 40 POUNDS PER 1,000 SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISli 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 SAAVON IN AREAS AS RECOMllolENDl'!D av SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. FOR AREAS 2:1 AND STEEPER: AFTER THI! AFIEAS HAVE BEEN ERADICATl:D 01' Wl!EDI AND FINISHED GRADED, THI! FOLLOWING RATES OF SOIL CONDITIONING MI\Tf;RIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS. NO SCARIFYING OR RDTOTILLING SHALL BE REQUIRED. A. B. GYPSUM SOIL SULPHUR IRON SULFATE 250 LBS. PER 1,000 sa. FT. 10 LBS. PER 1,000 SQ. FT. 20 LBS, PER 1,000 sa. FT. RATE OF APPLICATION IS FOR lllDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. $ARVON SHALL Bl! APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY $OIL TEST, FOR BIDDING PURPOSES, ASSUM!; ALL LANDSCAPE AREAS SHALL !IE COVl'!RED. 12.EJ!:f..JYATER LE~CHl.N.!l.l A. AFTER COMPLETE INSTALLATION AND TESTING OF TIIE IRRIGATION SYSTEM AND APPLICATION OF SOIL CONDITIONING, ALL AREAS SHALL BE DEEP WATER LEACHED AND COMPACTED AND SETTLED av CONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL HIE SOIL liAS RECEIVEO A MINIMUM OF SIX INCHES OF WATER, IL AFTER GRADING .AND LEACHING OPl"RATION, FOUR SOIL SAMPU:S SHALL BE TAKEN BY ARCHITECT AND SUBMITTED TO SOIL LABORATORY FOR TESTING. SOIL TEST SHALL MEET Htl:! FOLLOWING REQUIREMENTS: ECE -MAXIMUM 30 X 10.3 PH • MAXIMUM 7.5 A PERCENT OF ORGANIC MATTl!R SOIL Tl!ST AFTER LEACHING MAY BE REQUIRED BY ARCtilTECT. C. RE-APPLICATION OF SOIL AMENDMENT AND Ll!ACltlNG OPERATION SltALL BE REPEATED BY CONTFIACTOR IF TESTS SIIOW A NEGATIVE RESULT. EXPENSE OF TEST, RE- APPI.ICATION OF A SOIL AMENDMENT AND LEACltlNG OPERATION SltALL Bl! BORNI! BY CONTRACTOR. D. DEEP WATl!R Ll!ACltlNG SliALL Bl! DONI! PRIOR TO HH! APPLICATION OF TIii! COMMERCIAL FERTILIZER 9-20-20. I!. NO PLAr,,TING SltALL Bl! INSTALLED UNTIL APPROVAL IJAS BEEN GIVEN BY TIii! ARCltlTl!CT IN WIIIT"ING. 3.4 3,5 F. G. CARI! SHALL I'll! TAK!N THAT THI! RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR BLUFFING OF SOILS, ALL DEPRESSIONS, VOIDS, EROSION SCARS, IIND SETTLED TRENCHl!S GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE. FINISH GRADING: • 1 FINISH GRADES SHALL Ill! AS INDICATED ON CIVIL l!NOINl!ER'II ANO LANDSCAPE DRAWINGS. . 2 FINISH GRADES SHALL Bl! MEASURED AS THI! l'INAL WATER· COMPACTED AND SETTLED SURFACE GRADES AND SHALL Bl'! WITHIN PLUS OR MINUS 0.1 FOOT OF TtlE SPOT ELEVATIONS AND GRADE LINES INDICATED ON TliE CIVIL ENGINEERS DRAWING. UNLESS OTHERWISE NOTED, FINISH GRADE SHALL BE 2" BELOW ADJACENT FINISH PAVING SURFACES IN GROUNOCOVl:R AREAS AND 1" BELOW IN LAWN AREAS. • 3 .4 .5 •• • 7 FINISli GRADES SHALL bE MEASURED AT THE TOP SURFACE OF SURFACE MATERIALS, MOLDING ANO ROUNDING OF THI! GRADES StlALL IIE PAOVIDE □ AT ALL CHANGES IN SLOPE. ALL UNDULATIONS AND IRAEGULA.RITll!S IN THE PLANTING SURFACES RES UL TING FROM TILLAGE, ROTOTILLING, AND A LL OTHER OPERATIONS, SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. THE CONTRACTOR StlALL 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 Tit E SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS, AND CATCH BASINS. • B FINAL GRADES SHALL BE ACCEPTABLE TO TIIE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN, • 9 PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN TWO (21 PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS, PLANTING: , 1 THE LAYOUT OF LOCATIONS FDR PLANTS AND OUTLINES OF GROUNDCDVER TO BE PLANTED SHALL BE APPROVED ON TtlE SITE bY THE ARCHITECT, PRIOR TO TtlEIR PLANTING. • 2 ALL SUCtl LOCATIONS SliALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARI! ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTIIER LOCATIONS FOR TftE PLANTING MAY BE SELECTED BY THE ARCHITECT. DAMAGE TO EXISTING UTILITIES SIIALL BE THE RESPONSIBILITY OF THE CONTRACTOR, PLANTING TREES . .SH8!.!88, AND YINESl A. B. c. D. E. F. G. H. I. J. K. L. M. N. ALL EXCAVATED HOLES SHALL HAVI! 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, EXCAVATION SHALL INCLUDE Tftf STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS, PROTECT ALL IIReAS THAT ARE TO llE TRUCKED OVER AND UPON WltlCli SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR HiE FILLING OF HOLES, PITS, AND llEDS. l!XCESS 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 CUTTINO VEIITICALL Y ON OPPOSITE SIDES OF EACtl 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 TltE HERETOFORE SPECIFIED CONDITIONER AND SOIL PLANTING BACKFILL. NO PLANT EXCEPT GROUNDCOVER SHALL BE PLANTED WITHIN HIREE (3) FEET OF SPRINKLER HEADS. NO TREE SHALL BE PLANTED WITHIN SIX (6) FEET OF SPRINKLER HEADS. HIE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON UNOISTURBED GRADE, SO THAT THE CROWNS OF TltE ROOT BALLS ARE 1' ABOVE SURROUNDING FINISH GRADE. AFTl;R SETTING THE PLANTS, TltE REMAINING llACKFILL MATERIAL SHALL llE CAREFULLY TAMPED AND SETTLED AROUND EACtt ROOT BALL TO FILL ALL VOIDS. EACH TREE AND SHRUB SHALL BE PLACED IN TliE CENTER OF TltE HOLE AND SHALL BE SET PLUMB ANO HELD RIGIOL Y IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACli ROOT BALL. PLANTING TABLETS SHALL BE PLACED IN EACti PLANTING IIOLE, LOCATED AS PER MANUFACTURER'S SPECIFICATIONS, AT THE FOLLOWING RATES: (1)-5 GRAM TABLET (1)-21 GRAM TABLET (J)-21 GRAM TABLETS (5)-21 GRAM TABLETS (1)-21 GRAM TABLET PER LINER AND FLAT SIZl! PLANT. PEA I-GALI.ON CONTAINER. PER 5-GALLON CONTAINER. PER 15·GALLON CONTAINER. PER EACH 3" OF BO)( SIZE. NO PLANT WILL BE ACCEPTED IF THE ROOT BALL IS bROKl!N OR CRACKED, EITHER llEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION. ALL PLANTS SHALL BE THOROUGliLY WATERED IN TO TUE FULL DEPTtl OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. ALL TREES SPECIFIED TO BE STAKED SHALL BE STAKED WITH TWO LODGE POI.E STAKES, DRIVEN INTO TflE 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 HIAT THE DRIVING · IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS O 11 ROOT !!ALL. TREE TIES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE D'S Wint THE INSID!l DIAMETER OF THE TIE AT 2 OR 3 TIMES THE DIAMETER OF THE TREE AND BY TACKING THE BACK OF TIIE TIE TO THE STAKE, (SEE DETAILED DRAWINGS.) ALL TREES SPECIFIED TO 81! GUYED SHALL Be GUYED AS DETAILED. TIii! STAKING AND GUYING SHALL BE ACCOMPLISHED IN SUCII A MANNER AS TO INSURE THE PROPER AND HEALTHY GROWTH AND SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC, llil! CONTRACTOR SliALL Bl! RESPONSll'!LE SURFACE AND SUBSURFACE DRAINAGE REQUIRE □ AFFeCT HIS GUARANTEE OF ntE TREES, SHRUBS, FOR ALL WIIICli MAY ANO VINES. 3.6 3.7 3.8 -. I • 3 . 4 0. P. Q. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES SliRUBS AND VINES WHEN NECESSARY TO PROVIDE THE s'PECIFIED 'OR APPROVED STANDARD SHAPES, FORM AND/OR SllES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDI! THINNING, TOPPING, AND/OR CUTTING A ND SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS OVER 314 INCH IN DIAMETER SHALL BE PAINTED WITH APPROVED TREe SEALANT, ALL TREES 24" BOX AND LARGER SHALL Bl! SPOTTED AND PLANTED WITH A CRANE • ALL TREES 24' BOX AND LARGER SHALL bl! SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE HOLE . f1.ANTING GROUNDCQ.\'ER&.; A, 8. C, 0. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE DRAWINGS. TliE GROUNDCOVER PLANTS SHALL aE ROOTED CUTTINGS GROWN IN FLATS, AND SltALL REMAIN IN TflOSE FLATS UNTIL TRANSPLANTING. ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT TtlE INTERVALS CALLED OUT ON HIE DRAWINGS. THE GROUNDCOVER PLANTS StlALL BE PLANTED SUFFI· CIENTLY DEEP TO COVEii ALL ROOTS AND A PLANTING TABLET SHALL BE PLACED IN EACH Pl.ANTING HOLE, AS PER MANUFACTURER'S SPECIFICATIONS, AND SHALL BE IMMEDI- ATELY SPRINKt.ED AFTER PLANTING UNTIL TIii': ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE HOLES. THE OROUNDCOVER PLANTING AREA SHALL BE HAND- SMODTltED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTlt FINAL FINIStl GRADE. E. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN PLANT STEM WHERE SHRUBS AND TREES ARE PLANTED. f. .t-i:>Of'<>f'~MU(..c-f\ 14.,i.LI, Pl,t,+Jf1f.JC,,.of"./"'~ ~ ~~ 1WwJ &11 S.ODDINQ_ OF LAWN AREAS.~ A. B. C. D. E. AFTER LAWN AREAS WlilCli ARE TO BE SODDED ARE ROTOTILLED, SOIL CONDITIONERS INCORPORATE, ROCKS ANO DEBRIS REMOVED, THE CONTRACTOR SHALL INSTALL APPROVED SOD. PRIOR TO REPLACEMENT OF SOD, THE AREAS SHALL BE FINISH GRADED SMOOTH WITH A UNIFORM GRADE BETWEEN WALK, CURBS, STEPS AND BUILDINGS. TltE CONTRACTOR SltALL OBTAIN APPROVAL OF FINISH GRADES PRIOR T 0 PLACEMENT OF SOD. SOD SHALL BE LAID IN STAGGERED ROWS, FOLLOWING THE GRAD!'! l"LEVATIONS. (DO NOT LAY SOD PERPENDICULAR TO SLOPE OF GRADE). SODDED AREAS SHALL BE THOROUGliLY WATERED AND KEPT CONTINUOUSLY MOIST AS REQUIRED. RE~SODDING: SODDED AREAS WHICH DO NOT SHOW A PROMPT CATCfl OF GRASS WITHIN 10 DAYS AFTEII INSTALLATION StlALL BE RE-SODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ACHIEVED. HERBICIDE APPLICATION: PRE-EMERGENT liERBICIDE SHAt.L BE APPLIED TO GROUNOCOVER AREAS ONLY, ANO IN ACCORDANCE WITtl MANUFACTURER'S SPECIFICATIONS. DO NOT APPLY IN LAWN OR HYDROS EEO AREAS. ARCIHTECT SliALL RE NOTIFIED AND PRESENT AT THE TIME OF THE APPLICA !ION. CONCRETE MOWSTRIP: CONCRETE MOW STRIP SHALL BE INSTALLED AS PER PLAN AND DETAIL CLEAN UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN AI.L AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS I\NO CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO PLANTINGS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS SIIE£T :;;L NEW SHEETN "AS BUILT" DATE RLA EXP. ___ _ REVIEWED BY1 INSPECTOR DATE CITY OF CARLSBAD PLAHNlf"r-ll(PARTlo(NT SHEETS 01- ~---J----1----------------------t----t----t---,---PLANTING SPECll'ICA{IONS f'.OR; 1---------11-------·------------------!-----f-"--t----t-----f RANCHO CARRILLO Vl!::,y\GE 'O' PAS~l~E P~RK DATE INITIAL ENGIHHR IF l{JIK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CI TY APPROVAL OWN 8Y1 ____ , PROJECT NO. CIIKD or, ___ , CT 93-08 R"WO BY1 DRAWING NO, 348-5L