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DWG 341-3L; CT 91-12; MARINERS POINT; 01-18
GENERAL NOTES I. SLOPE PIA'VTl'l'G STANDARDS Slnpes requiring erosion control meusures as .specified herein shall be treated witlt one or more of the following planting standard,: a. Standard #I -COVER CROP/JUTE ft1ESH Cover crop shall be a seed mfr (171ical~I' made up of quick germinating and fast covering grasses, cl1/l'ers, and/or wildflowers. Submit the specific seed mixfor Ci(v approml prior to application 6. 77,e co,•er crop shall be applied at II rate and manner sufficient to 7. provide 90% coverage wit/tin thilty (30) drzi-s. l)pe of jute mesh shall be as approved l~v the City and staked to the slope 11s recommended by the 11m1111fi1ct11rer. Jute mesh shall be required when planting occw~-between August 15 8. and April 15. Duri11g the re11u1imler of the year, the cover crop amllor jute mesh 9. mav be r,se,L b. Stmrdard #2 -GROU'VD COVER One l11mdred (100%) percent of the area shall he pla11ted with a ground cover known to have excellent soil binding characteristics (planted ji-mn a minimum size of flatted nu1terial and spaced to JO. provide full coverage within one yem). c. Stmulatd #3 -LOI¥ SHRCIBS Low sp1w1di11g woOC()I shrubs (planted fiwu a minimum of 2 ¾ inch liners) shall cover a minimum of seven(!' (70%) percent of the slope face (at mature size). 11. 12. 2. ARE4S OF APPLJC4 TION (Pl-4/VTING) 3. 4. 5. "· Slopes -6: 1 or steeper and: I. 3 feet or less in vel1ical heigfrt and are adjacent to public walks 13- or streets require at minimum Standard# 1 (cover crop and juted). 14. 2. -'· 4 feet to 8 feel i11 vel1ical heig!,t require St1111d11rds #1, #2, and#3. In excess of 8 feet in ve11ical height require Standards #1, #2, #3, #4. SLOPE REf'EGETATIONIEROSION CONTROL a. Construction Schedule I. Prior to start o_f grading, t!te applicant or applicant's agent shall 15. obtai11 City approval of" cmrstruction schedule and/or exhibit outlining the tbning of the slope planting and irn/:ation. 2. Special co11siderario11 shed/ be given to water m,d electrical Sf!J1J/CC.','. 3. lrrigution and planting s/1111/ fake place as grading progresses. 4. 11,e schedule shall sltow timing of co11str11crio11 of _fi-ee-16. standing, retaining and crib walls immediate(v a_fter rough grading at each location is ac!1iel1ctL LETTER OF CERTIFICATION (INSTALLATION) Tire licensed designer of record for all the projects requiring landscape plans shall submit II letter /0 the City stating that the project has been in.stalled i11 17. 18. substantial conformance with the approved plans and specifications. 19. a. Prior to granting a Permit of Occupancy m, private de1•dop111e11ts or, b. Prior to approval of Citv of work done on public properly that will be nu1intai11ed by Ci(v _fi,rces and prior to required maintenance period as described in Section B.3-/. 20. LEITER OF CERTIFICATION (RELE4.SE OF BONDS) " Prior to release of bonds, tire licensed designer of record 011 t!te 21. project shall submit a letter to the City Engineer ce1ti/j•ing t!tat Ire or she !tas i11spected /he work and that the project complies with the follo><ing c,mditio11s: 1. Has been nmi11tained in substantial confornm11ce 2. ls growing in a hea/Jhy and thriving condition 3. All pla11/i11gs required under Section IV.e of 1/ris mamwl /rave been esrablished as 1111 e.ffectil'e s111:face erosion control. 4. There is no e1•icle11ce of excessiPe ru11offji-m11 rhe irrzr;atio11 _..,J~\te111 causiag a soil erosion prob!c111. TIC.El, A:EPROGRAPHICS LANDSCAPE ARCHITECTURAL WORI(ING DRAWINGS _FOR .. • • ,,)':):,' "•''•''-, • AS BUJLTS a. As-builtsfhr all projects (b1mdcd and no11-bo,uled, public and prfoate) are required to be submitted Submittal of as-built pl1111, ~-/,all be as required hy the Engineering and Plmming Deparflnents. b. Final as-built plans shall be drafted clearlp to the sarisfactio11 oft!te Cit1•, and the or~r:inal m1-lars shall be suhmined to the City for their f.:ecping. All building pad and street areas that are graded and remain vacant or um/eve/oped for a period of more than 6 1111111t!ts after tire grading operation is completed shall be seeded to reduce crosio11 and vi.111111 impacts. If grading is phased, t!te si:, 111011//r rime period shall stmt at the completion of each individual grading ph<L~-e. All unpaved 111w,.s shall be revegclaled accordi11g to approved landscape plans as soon as possible 1ifier grading. To reduce tire visual impacts of 11U11U(fac/11red slopes a11d roadway cuts, all cut and fill slopes shall be lmulform-gmded, contoured, 11nd hem•ily screened by la11cl,caping in amformance with Spec/fie Plan 203. All planted slopes shall be watered with a cmnplete irrigatio11 5ys1nn using low precipitation-rate sprinkler !teads to srabilize exposed slopes and cwtail visual impact., 11ssociated with possible erosion. ALL CONSTRUCTION AND INSTALi.A TION OF I.ANDSCAPE. ITE.il1S ARE SUBJECT TO CITl1 OF CARL5BAD IANDSCAPF.: .~1ANUAL THE CONTRACTOR ldl!ST /V077FY THE (1TY 48 HOURS (2 WORKING DAYS), PRIOR TO STARTING CONSTRUCTION. THE LANDSCAPE CONTRACTOR JS RESPONSIBLE FOR OBT-4lNING ALL PER•\flTS NECESSARY FOR JNSTALLATJON PRIOR 10 BEGJJVtvJNG WORK. CONTRACTOR IS RESPONSIBLE FOR K/VOWJJVG SITE COJVDITlONS AND ALL U1\7JERGROU/VD U77LJTIES I'll'L·-s AND STRUCTURES, AND SH-4LL TAKE SOLE RESPONSIBILITY FOR REPL4CE~fENT COSTS INCURRED DUE TO DAMAGE DURING COJVSTRUCTION. NORTH -0. I() <:t ..., 0 0 0 0 N -0 0 ..,....,-,-.-II'-~ lO~ I ABELIA AVENUE ll!)~f: ~!; ~~: E ::~ 111 I 1--+----:-:-1 rn ~-------1 11 2 I L-1:..::2:....6-----\-~' 3-:'~ 1---------1 ' - ----- 9 CJ 2 1----+ 12 _ 14 '+-----'---+-' ;;; 141 FLOWER ,s1 188 ll'l<tr?N.-.o_.. .............................. 0, -ll"'-11""'-----..oCD -78 / 'AMIN DE LAS ONDA.,._S_....::,ee.,,_r-__ ---c:,,....::~-...)..-)-_ ~ .(.,,.1--------,,.---, + I -(. I -- ALDER WOOD BATIQUITOS DRIVE I DRIVE IRRIGATION PLAN L-6 ; IRRIGATION PLAN PLANTING PLAN L-12 PLA1VTI,VG PLAN L-5 L-11 1! f ~R!:;,00D I DRIVE I IRRIGATION PLAJ\/ L-4 PLAiVTJ1VG PLAN L-10 Ab ~ . ;; I I Js :q.:: / ,s- 7 I IRRIGAT/O.N PLAN PLANTING PLA.N I -:,":> I '!>'), L-3 L-9 -:,"- . '), ... .... INDEX MAP NOT TO SCALE THE IANDSCAPE OR IRRIGATION CONTRACTOR JS TO VERIFY EXJSTING P.S.l AT JOB SITE PRIOR TO INSTALUNG LANDSCAPE IRRIG4TION SY.5TEilf. CONTRACTOR SHALL NOT WILLFULLY PROCEED U1TH CONSTRUCTION VVHEN IT JS OBVIOUS THAT DISCREPANCIES EXIST BETWF.:EN TlllS PL4N AND ACTUAL SITE COlVDITIOJVS, A/VD ASSUMES RESPONS1BILITY THAT DISCREPANCIES ARE BROUGHT 70 THE ATTENTION OF THE OWNER'S REPRf:.-SJ:?VTATJVE. CONTR-4CTOR SHALL BE-4R COST OF NECESSARY REJ1S10.'VS DUE TO FAILURE TO GIVE SUCH NOT/FICA 710N, A/VD /VO CHANGE IN CONTR4CT PRICE fVILL BE AI.LOfVED FOR ACTUAL OR CIA/JI/ED DISCREPANCY BETU'EEN EXISTING CONDJTJONS AND THOSE SHOWN ON PlAN. 48 HOURS PRIOR TO BEGI.IVNJNG CONSTRUCTION, C01\TRACTOR'S ON-SITE SUPJ:.J?VJSOR SHALL 11/EET JJ1TH OUNER'S REPRESENTATIVE FOR PRE-CONSTRUCTION SITE ftfEETJ/VG. DURING CONSTRUC770N, OWNER'S REPRESE1\TATIVE SHALL BEAVAJL4BLE FOR SITE CONSULTATION. IN C4SE OF QUESTION, THE CO'VTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR (1,ARIFIC4TION. ANY JVORK NOT MEETI.NG THE APPROVAL OF THE OJJ·NER OR HIS REPRESE'VTATIVE SHALL BE CORRECTED AT THE CONTR1CTOR'S f.XPENSE. ALL PROPERTY AND LOT UNES SHALL BE VER! f1ED AND il/ARKED IN AN OBVIOUS 1\fA.'ViVER PRIOR TO COIVSTRUCTJON. PACFiC OCEAN .II-JAX/JI/UM SLOPE FOR GROUND <-"'OVER ARE-48 JS 2:1, FOR TURF 4:1. ARE4. DRAINS ARE TO BE PROVIDED WHENEVER SURFACE DRAINAGE TO CURB IS IN-4DEQUATE. VICINITY MAP All REDUCED PRES~'URE BACK FLOW PREVENTERS AND PRESSURE VACUU/1-1 BRE4KER ASSE\!BLlES Sl-U,LL BF.: TESTED AFTER h\ST-4/JATION, RE!.OG1TION, OR REPAIRS I/YA CJTYAl'PROkED CER7JfJED TESTER. DEVELOPERIOJJNER IS RESPONSIBLE FOR SUPPL YING A COPY OF THE TEST RESULTS TO THE CJTY IANDSC1PF.: /'\/SPECTOR. APPROJ-ED L4NDSC-4PE PL-INS AND SPECIFIC1TIOiVS AND THE CITY OF C4RLSBAD !A/VlJSCAPE /11ANUAL SHALL BE AT JOB SITE LOCATION AT ALL TIJ1ES ALL EN01NEERJ.NG INFOR/lfA TION ON THESE PL-4NS ARE FOR REFERENCE ONLY. I HEREBY DECL-\RE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT l HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BlJSI'-/ESS AND PROFESSI0'-1S CODE, AND THAT THE DESIGN JS CO!\SISTENT WJTH CURRENT STANDARDS. l UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONf'l'-/ED TO RE\~EW ONLY AND DOES '-JOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, Of MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PL"...\lS HAVE BEEN PREP,-\RED IN SUBSTAl\!TIAL CONF'ORMAf,/CE WITH THE APPROVED L"...NDSCAPE CONCEPT PLAN, WATER CO'-/SER- \IATION PLA!\, IRE PROTECTION PI.AN, AND ALL CO!\DlTIONS OF APP VAL R TED yj LA'-/DSCAPING. t ~~!Li.A~( '0!::::=:.... ___ DATE: 7 -/ /-'7 /p QWNERIDEVELQPER BRAMALEA CALIFORNIA, l1\/C 27432 CALLE ARROYO SAN JUAJ\/ CAPISTRANO, CA 92675 (714) 488.8850 LANDSCAPE ARCHITECT THE LIGHTFOOT PLA1VNJNG GROUP 702 CIVIC CENTER DRIVE OCEANSIDE, C4 92054 (619) 722.1924 AIP.PORT ROAD SHEET INDEX- · PASEO DEL NORTE CA~INO D~ I.AS ONOAS ALC\RWOOD RO,~ BA~ICUITOS DR.--......,_ ,.d;SITE ~ NOl-?TH LOCATION }lfAP APPROVED ::2 Mo r1._ _ 7/t7/i(p . . ENCINcERING H .. ~ !CHECK FR L"•A 11 -- TITLE SHEET RECLAillfED WATER TITLE SHEET IRRIGATIOlV PLA1VS IRRIGATI01V LEGEND AND DETAILS PLANTLIVG PLANS PLANTING NOTES, DETAILS AND LEGEND PLANTING PLAN IRRIGATION AND PLA1VTING DETAILS IRRIGATION SPECIFICATIONS PLANTING SPECIFICATIONS _____ TOTAL= 18 SHEETS , .. 11~--J . "\.~~-/>,'--r .,~,,-~,... ...i-L ..,;:>#; __ ~}. .,., '"';-",'(ii_-::" I~, 1,., \_ --· ~{l::',\,~17;~L ~' " ... ..1,..1....._, C,J " .,,... ~ .. , Ol,;Ki -'/ .,~ ·~/ <:<-}'; •·. 0'1- L-1 L-IA L-2 TO L-6 L-7 L-8 TO L-12 L-13 L-14 L-15 L-16 L-17 JOB NO. 173.15.1 L-1 'TITLE SHEET ( OF ~A\ l~cc· •'~' "AS BUil T" APPROVED FOR PLANTING AND RCE EXP. DATE IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF REVIEWED BY; "PLANTING AREAS INSPECTOR DAT£ 2-1:3 ·'1"1 J.t" Ii\ I <»=,,-s1"'-'s L--.. i-4 1-'I L-lo I S/EET I CITY OF CARLSBAD ~ , ,;,,1 '""8'-,-L. -le, ~· PLANNING DEPARTMENT b LANDSCAPE IMPROVEMENTS FOR; f)t1ARl~f=Rp POINT APPROVED" ,1~;7_ !_A~ / , -:~ I ,-: ,-' C .-I ·.-.. 1-~n:~i A::-.S S ! 0(, I !ill' ·,,N1,,::c,~ 01HU. t()8 . DATE I DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY: 'CT 91-12 341-3L ENGINEER OF WORK OTHER APPROVAL Cl"I'!' APPROVAL RVWD BY: C.M.W.D. #86-504 <ffJJi) GENERAL NOTES RECLAIMED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS DATED OCTOi'IER, 1993 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RcCLAIMED WATER BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ET( 3. NO PONDING, RUN-OFF OR OVER-SPRAY IS PERMITTED 4 HOSE BIBS ARE STRICTLY PROHIBITED, 5, ON-SITc CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. 7. '8. 9. 10. 11. 12. 13 14, 15. 16. 17, 18. 19. 20. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL ON.SITE PIPES SHALL HAVE WARNING TAPE PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 AM THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTlCE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER•SPRAYING ON SIDEWALKS, STREET AND NON-DESIGNATED USE AREAS RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER $PIKE$) PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS WATER METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTl'llCT'S RULES AND REGULATIONS. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE. FROM THE CENTER LINE OF POTABLE LINE. FOR A TOTAL OF 20 FEET A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS,MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE, A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION SE TWEEN UTILITIES MUST BE MAINTAINED AT ~.LL TiMES. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECLAIMED WATER QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECLAIMED WATER· QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS $HALL HAVE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE, QUICK COUPLING VALVES SHALL BE NELSON NO 7645, HUNTER NO. HV100A-RL-NP OR APPROVED EQUAL. 21 AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT OR THE SAN DIEGO COUNTY DEPARTMENT OF p,~,.-"""''"tal Ht.,jth COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. "22. THE DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. "23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING, THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF !",wwo""1f/1ta,I /-l~ND THE CARLSBAD MUNICIPAL WATER DISTRICT IN CASE OF EMERGENCY CONTACT: (NAME) 1c>VV1 l':,.anl""=> (TELNO) 714-4BE>-ERr.= OR AFTER HOURS CONTACT: (NAME) low, E:oeh~ (TEL.NO ) 7i-4-· ,u,,,z_ -4i.S0 "ITEMS NO'S 8,19, & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS IP. BUT THE ACTUAL SIGNS & TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. 24. 25. SHOW ALL PUBLIC & PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC,) SHALL BE COLO ii-CODED PURPLE PER AWWA GUIDELINES AND SECTION 4049.54 OF THE CALIFORNIA HEALTH AND SAFETY CODE. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FOR RE_gLAIMED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND6 OOA.M. ONLY, WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEECJ THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (IE, EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION) 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. Reclaimed Water System (Private) MARINERS POINT Tentative Tract 91-12 4. 5. 6 7. 6. ii. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT R.C. WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL, WASl-ilNG, ETC GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY 8ASIS IT IS YOU THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO AND APPROVED BY. THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STAN::lARDS, ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS, A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER-DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA-TO TQMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE P::RMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 8. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3, ATTJ>.CH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS EACH Ac!TOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A S!GN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTER 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT, INSPECTION PROCEDURES 1. City Construction Inspection Shatt tnclug,<e,~ A. Location of pipe line$. B. Trench depth. C, Required separating (Horizontally and Venically). D. Pi~e identification. (p.o·.c.'s) Points of connections_ E. Lccation and Identification of sprinkler heed:::;_ F Warning signs at the site and on the trucks hauling reclaimed water (if reclaimed water is used for construction). An approval letter regarding the inspection of the project shall be obtained from the city and the district, and be forwarded to the county hea'th department prior to final ins.pection approval, 2. District Final Inspection Shall Include; A, Coverage test, af;er completion of the sprinkler system, to determine the adequacy of coverage on the .;1pproved use i;:ire;:i and protection of are;;3s no1 approved for receiving reclaimed water. B. Warning signs and labels. 0, Quick coupling valves. D, All aspects of the irrigation conditions including windblown spray, runoff1 ;;3nd ponding. E. .~equired protection of all residential areas. F. ~equired protection of wells, streams, reservoirs, etc G. Cross~connection 3. Annual Inspection Shall Include'. A complete inspection which should cover pan A and pan B and Part G of the districts final inspectlcn. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCiSED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLS3AD AND THE SAN DIEGO COUNTY DEPARTMENT OF \=:V1v1v<>n_..,...-ri;J H....l-H,, i,-; CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RE.SPONSIBILITIES FOR PROJECT DESIGN. rlRM NAMES & ADDRESSES; THE LIGHTFOOT PL.ANNING GROUP 702 CIVIC CENTER DRIVE OCEANSIDE, CA 92054 PHONE NO. (619) 722-1924 c<EGISTRA TION NO'S CA #2961 EXPIRATION DATES· 1996 -. •• ••• ~· •• •• • • -• • --• I I ,0 in <t 0 0 0 ..-... ,- Abelia •• ©·~.I.---~ -- <? N 0 0 ,-,- ' ,-0 °' co 0 0 °' °' ..-..- Avenue N -,-,-., ,.., II 11111111111H ... ... ---f>----~a~m..,...1no ~~ =--=--w------·-r Irrigation Plan L-6 I Planting Plan L-12 1 I ~~ iii Irrigation Plan Planting Plan L-11 ® POINT OF CONNECTION ~ WATER METER fZI BACKFLOW PREVENtER M BALL VALVE I I 111111111 • RECLAIMED IRRIGATION SYSTEM MAIN LINE ·oo NOT DRINK" SIGN LOCATION REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST PLANNING DIRECTOR, & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD CARLSBAD MUNICIPAL WATER DISTRICT -~ -( :3rr ,_ _q, WILLIAM E PLUMMER DATE DISTRICT ENGINEER RCE 28176 SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH lid~ APPROVED BY· PURPLE BACKROUND BLACK LOGO 7-f/_,, DATE 2• BLACK LETTERS I 1" BLACK LETTERS N.TS_ WARNING RECLAIMED WATER D~ NOjDRINK RECLAIME /\VISO·A,!U NO TO D W/~.TER AIMPURA MAR "t-1 1-c. -z - L-1A (SIZE) t2" X 35" RECLAIMED WATER Trft"E SHEEl ,050 ABS PLASTIC ')R STICK· 01'< 18" VINYL o,(GN5 ALSO .. l'IG AWMINUM WA'sl\!NG RECLAIMED WATER 00 NOT Dr:;N~, AVIS0 · AGJA IMPURA I I. N!'.J TOMAR ",,--~--------' 18" X ts" SIZC: TYPICAL SIGNS ·:111 f~ -. , c1.1.,f APP~Oo:¾ 1-11-,r.. ENGINEERING PLANCHECKE.R DAT[ .,. .,. ' ---- I ""'"" : . ., ··-· ··-· .. -·· "" ..... -· ------ ·-·-··-·· ... JATE I \ll-:-1 Al I I ■ 1\PPROVF:D TITLE SHEET RECLA111/ED WATER TITLE SHEET IRRIGATION PLANS IRRIGATION LEGEND AND DETAILS PLANTING PLANS PLANTING NOTES, DETAILS AIVD LEGEND PLANTING PLAN IRRIGATIO1V AND PLA1VTING DETAILS A 1 46 I I PACIFIC OCE~N '\: \; ##. VICINITY MAP I I . L-1 L-JA L-2 TO L-6 L-7 L-8 TO L-12 L-13 L-14 L-15 q r\\ '\ \\ rigation Plan L-2 lanting Plan L-8 --\ I \ \ 11 1.i r 'X-0--z I \ <:_ \ l I I CITY OF SAN ~.'.RCOS 11 AS BUTI I II FOR PLA,NTINC; , ( .0 (. I 11f!F2 AND IRRIC;ATION ONLY. ~, A , • INCLlJDINC; PRECISE lJ1 rlE t _.M-o~pe: till,J. LOC1\'TION OF' PLA\JTTNG F:F\IIFl,/~[J BY, AREA.S. --, .... ,., .. , .... , -·-·-··- INSPECTOR DATF: . ·-·-····- r·stET 1 CITY OF Ci\.RLSBAD SHFfTS lb ---·· PLANNING DEPARTMENT . . .,. --.......... -.... ,. ,., ... ______ ....... , .... """"""" ·-....... ' CARLSBAD MUNICIPAL WATER DISTRICT ------ ' . PRIVATE (ON-SITE) RECLAIMED WATER .,.,. c,~YSTEM FOR_ -~~RS POINT ., ... ,. "'" APPROV[D ~-7-(f.. 7£ -..... , ____ ASSI:;TANT ..... ,., " .. , ,.,. f' L 11-r:fN l N :::; DIRECT JR DAT[ -----. ., . .. --· .. PRO,JECT NO. DRAWING NO [:ATE INITIAL DATE lfiTIAL .016 A'...UMtNUM,-CtiOA':JS PLA:OTIC OR ST:C~·CN VlN"L SIGNS. cNG'SEER OF WORK f?EVIS ON DESCRiPTION nTHF, APPRnV~L Cl"Y APPROV ~L DWN clY: jl CHKD flY: _____ RVl,/D py, _____ CT 91-12 341-3L ' _, . . --. .. ,., "' ,, .. " .... ,_ C.M.W.D. -#86-504 -. -J ·,, ~ 'A . ~ 12·~ ;;:; ,-+--<I ' ,-,. (•,; \:' Lib/ /,, ..J.V'" ~-----•·_ 'v ;'. .~--\: -?::~ ,- ,· ' _r ,·,•-~--~- ~}· "'~ t.:1/' I y,._,--- - I I I I >-----------,ALL OFFSJTE PLA/'JT!NG Al.JD !RRJGATJON BY SAAfB! SEASJJ)E HEIGHTS ---------- _______ ...------- ,:,.,;.~,¼ "::Pl ~. ·,-:".:, -,Z. ' I ' ,'',,---,"-~"TST/1.EET .'.E" \w 17 lb !9 -, \[ ~ l\ ~1 -- :KEY MAP ·•%.f.ffei- :c:: 40' 0' 80' -----------_ _..,.. ELEVATION -~1~i~6-~------ STATIC PRESSURE 5o WATER METER -~,..c., -=--------- BACKFLOW --.J..JJ,_'----------- PRESSURE REGULATOR SET AT -------- FLOW-SENSOR PEAK FLOW o --:--:-:-~--------- ' eoNTROLLER / f2.&J-:IBQI. MC:24 -r 6 ST A TIONS AVAi LABL=E----'!'2-"=4_,_ _____ _ STATIONS USED __ _.t,'----z. _____ _ WATER AGENCY CN-L5e,.p UIA-fE?, , PHONE NO. _ --,;,,-z. 1t...- FIELD VERIFY WATER METER LOCATION AND STATIC PRESSURE ' P.0.C. "E" ELEVATION t16 STATIC PRESSURE -5o WATER METER 2" . BACKFLOW I TJ." PRESSURE REGULATOR SET AT FLOW SENSOR PEAK FLOW 60 CONTROLLER I Fl--12. I I l<-DL. MC&o--t E;i STATIONS AVAILABLE ~ STATIONS USED 1..'b WATER AGENCY ~U?MD W.4-fW.-. PHONE NO. ~ ~ --z., ?-7- FIELD VERIFY WATER METER LOCATION AND STATIC PRESSURE WORST CAS.E PR.~SURE CALCULATION W.QRST CASE PRESSURE CALCULATION MARINER.$ POINT st.it ion# A 16 Oescrioiion 1 ~O If. 314" cl. 200 p11c :a:eral 1.ne @ 10 gpm 80 If. 1" cl. 400 pvi; l,o11er:;i: line@ 16 gpm 11.~0 If. 2-112'' cl .315 ~vc mainline@ ::.e ~pm size 2" 6.ickflow ;:reventer :$L!:I! 1-1.'2" ~ubtota! psi lo~:i, gpm 39 gprn 39 PSI I OSS 30 1.75 6.5 1., ,6,74 2.7 Project st<1tion ti. E22 O,;1ie. 4.8.96 MARINERS POINT 50 If. 3/4" <::l 200 pvc l3ter~I line@ 7 gpm 1.:140 !f 2-1i2"d315pvcmainliM@22gpn1 ·i ,j V31Ve Mas.!er valva SIZ<;-1-1/2" s12e 2" Back/low preventer si~e 1 "112" Water me1er size 2" 10% loss fo: fillings gain due to EIE\'. c;har>gli! TOTAL PSI LOSS oes1GN PReSSURE STATIC PRESSURI;; RESIDUAL PRcSSURe gpm 22 gpm 22 l l QPlll 22 ! gpm 22 l I ' ,:I elev. diff. 13'-j I i ' ' l es1 L:Q~.~ 1.3·1 :Z,45 1 5 1.5 B.5 0 3 15.5!.l 1.6 5.63 11.SQPSI JO PSI SO PSI 8.44 PSI L-2 ' IRR!GA TION PLAN S BUil T" 1zl10/11 ,;;;TE C.M.W.D. -#86-504 J.N. 890-5 I I I I I I I I ~Ml I iiCI \ \ I, \ ' I I • I ! I' I; / II / / (35 .,\ '-~/ OFFSITf P LA NTIN<Y:4Jfl!J·.tRRJGAT10N ~y fAMBJ SEASIDE HEIGHTS )( -' f ~ \ i _ .... , _ ... ,--·· / ••••• (,; /✓ // '-""'"""'// _/ i \ LOCATE MAtNLINE OUTSIDE OF R.O.W. (TYP.) \ lHf llGHTfOOl rlANNING GROUP JOB NO. 173.15.f 702 FOURTH STf EET OCEANSl □E, CA 92054 (61917221924 : 12 ' I I ALL PRIVATE YARD LATERAL LINES TO BE 3/4'1 }ryp_ ,,----<~) " \ 14 , ~-. __ ·--·· _ ... l .. --~~>.-::' _'.~ <~-: ~· ' -/ ,' 18 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS .... -~ ·-• ... :· ~ .. ~./-•.,:~ ii ,· :: :• ... ~ ·:, " ~ ·,; i'. '· -~ _, i ,,, __ .. _)',,---~---. I I i / ~ ~-1 l C ~'· (I Tl <;1 I_':.• It-·"----_:c· -·- ··-···• --, --1 ·-·-.~ ' • ---- ,' ': \ •" • C • '' -. : ,: .. L-3 IRRIGATION PLAN BUil T" DATE REVIEWED BY: L,§(ic,l_/ /2 /f ·rz INSPECTOR DATE l t'-12~·----'1,~-<1~1+"-'-~--+""'~~~s,__-_,,,13,,.=1----'Ln-_,_R,,v<--''"-'t>f(.= 8 .:a=N=;11=•N_,___,__ _____ -+---+----+"~__J_}-1--.. -L-4--'2'"-"b"'---11 s~ ET J CITY OF CARLSBAD I SHEETS J 1 PLA"!_NING DEPARTMENT )t:J ;::====-~==--.::::--======~::::::::::~ LANDSCAPE IMPROVEMENTS FOR: MARINERS POINT -lt:-,9£ -:A""s""s"'1 S"'T:-.A:-:-f\-:c1T'°c"'-:':-:"'c~c--=-=-==-==-==-----"-DA Tt APPROVED DAIT INfTIAl D<OINITR CtF ,.._ REVlSION DESCRIPTION llllll,t,1. OlHEII APPl!OV,t,L CITY N'f'f'.OV,t,L Y: PROJECT NO. I DRA....,NG NO. CHKD BY;__ CT 91-12 341-3L RVWO BY: C.M.W,D. #86-504 J.N. 890-5 • . ! '', .. , ·r-------t; _ ALL OFFSITE PLANT/1\/G Al\fD IRRIGATION \ I BY SAlvfBI SEASIDE HEIGHTS i I I I I I "'i :.1 '· I I .! I I I i ' \ --·. I \ \ ' ' ' I \ ' ' \ I :..-1 ·~' , .. ' ~· ,, \ .,-\ I I ' ' I \ ' ' .... --~- ,l---- __ .. \_...,...,.. \ \ \ (149) .~:-:. :~~?_j'~~~--; \ \ \ \ \ I \ \ ' ...... •-• ,_ c-~ • .-- • • ,· • C •• •"" • " lHf llGHTfOOT PlANNIN6 GROUP 102 F□URTH STREET OCEANSIDE. CA 92054 16191722 1924 PLANNING .c SITE DESIGN LANDSCAPE ARCHITECTURE 1 141 17 ' 4 .,,c;:7 E ,:c,_.,_f ,'.f.,.-/f'/,0 Sc t:· ::::; /J ·-r , __ S:1¥f=. i·• \ '" ,.:.,: ,...._. ' -.: ::. ·, •.. ·,. '..:I ~, _-:, !• '_, ~--.., ·,_: i", ,''. /' I.S 11 ~~-:;:'$if-:, .. -:-: 7 ' ' ' .) ' ,· '.'+~"=-""'"....,_T'"' ·..::'.~:,.,,.. '-,', '+-"''rr--t-44 e;j ~,-,· :J. ,, . I ' 1' z., < \: .; •'.""!""--;,,,........;, ~\' ; :--£:. ~: ,: -' I"'.".,, ·L-4 BO' IRRIGATION PLAN S BUil T" --·t-OCATE ~~INLINE OlJTSIDE OF R.Oo w • (TYP,) 143 rr===========~~~~7r-F-+i-+t.F-+---APPROVED FOR PLANTING AND .-.,_...,_,~, ,:1¥t';f"l,,.-I'-.. H'""'""W, 1tlr'11f_,........._. _.....,, t.,n, 1W"'1f"' ( ,_ •n.1r (l'lt,J f-,it•,il-,..._, 1,.,-,1 Hf 1'114 ''Jff,.,. \,,o,o rH<?f'• . , .... , .... , ....... 0A1t INlllAL EXf>. IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS INSPECTOR REVIEWED BY: L .tBiz~ ' APPROVED DA 1t INlll/\l REVISION DESCRIPTION OTHER N'Pfl.OV/t. an W>Pf'IOVAL C,M.W.D. +86-504 DATE /21j-'17 DATE J.N. 890-5 -------·-·"::-..., . (,105..) ----"-·-----··· WORST CASE PRESSURE CALCU!,,8.ILQN st~tion # D9 D;;te· 4 8.96 lkfil:.ti!iliJm MARINERS PO:NT 100 If. 3:4·• cl. 200 pvc lateral line @ 9 gpm 600 If. 2" d 315 pv<;; mainline@~_;, 9pm :sizt! 1-1/L' B;,icl<.flow preventer size 1-112" Waler meter subtotal p:si loss 10% los~ for fil\ings siz.e 2· l:iss dLJe to elev chonge i'OlAL PSI LOSS 0251(jN PR:E.5SU~e SlAllC PRESSURE RESIDUAL PRESSURE gpm 22 gpmn gprn 22 gpm 22 elev. ditf. 1 T 3.55 1 92 1 5 '.5 8.5 0.3 , 17.:.H 1,72 7.36 %e.:35 PSI 30 PSI 79 PSI 22.65 PSI WORST CASE PRES_S,_UREJ:;ALJ::ULAIIQ~ , C)_i;:.}_g_iIHiRJJ ~00 11 3//4" cl. 200 pvc 1.i1cr~, 1ir1c,@ 10 91:-r"11 50 25 If, 1" d 200 pvc lat~1.il line@ 14 gpm If. 1,1/4"' c;I 200 pvc la!e:al liM@ 30 gpm 750 ti. 2" cl. 3',5 pvc mainline@ 30 gpm Ma6ter valve s.ize 1-1!2" size 2' Backrlow p1eventer 6i.:c: 1-1/Z" size 2' subtot.il psi loss 10% lo5~ far fillings loss di.le 10 elev. ch3nge TOT AL PSI LOSS gpm 30 gpm 30 gpm 30 gpm 30 elev. diff. 26' ... ' . ,, PSI Lo'° -'i---------- (i.42 ~.63 1.5 1 (, 85 0.7 26.31 2.6 j 1. I I 17 .26 40.17 PSI! , :, . '• ,> /----~-·----....,\ \...., . ._, ___ ,.) P~-...-:.~?.?5./ WATER METER \ \ ., \ \ \ \ BACKFLOW I Z," ---...... -'--"'------------PRESSURE REGULA TOR -----------SET AT FLOW SENSOR PEAK FLOW ----=i4~t,.,_o ______ _,. CONTROLLER / gtz--1 -:TElC>id1Cl&±£3 STATIONS AVAILABLE._~lf:>~----- STATIONS USED lie, ~-------~ WATER AG EN CY CA--fZL "7Btcl'.} w A:t:N:::: PHONE NO. 1. DESIGN P~!'!55UREl. Sl ATIC PRESSURE; RESIDUAL PRESSURE 30 PSI I 731's1 FIELD VERIFY WATER METER LOCATION ,,.,PSI, t----GC_··.,.:.9_,·~~•-I._ AND STATIC PRESSURE '----------------~------' (Js91 '---__,, P'" Z"';7.0 __ ,/' \U LI"-' '(;'> . ~~--.••· ' . -.\ P.O.C. ELEVATION -.. " -. II B" 2-lS \ ·0' ':'. ,r•_,,-,, '•\,•" -" .. . ( (", ,,...,.,,,,. ,'" / \ ' \ \ ', I. ... . ' . STATIC PRESSURE fr? pl WATER METER Z.-' BACKFLOW I Yi If PRESSURE REGULATOR SET AT FLOW SENSOR PEAK FLOW "7n \ CONTROLLER J AAI-JPaL Mc.[2 -r b STATIONS AVAILABLE l2- STATIONS USED II -- \ ,,;., \ :' \ ' WATER AGENCY CM,-L "?f!A 0 , . J\ w--.. g.--.,c..._ PHONE NO. .. 1:,'5·Z]ZL FIELD VERIFY WATER METER LOCATION AND STATIC PRESSURE . \ -••. ,, ' '-=-'---r__.::'·'-------'· • ._ I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS -'N ii"i --C'----~---!t~~-·= ~ ~•b I ' ·"-1-~, ! I ·. ,:rt;,;< '1 ·::.,,e) ~-: "]' · : , / ,.,. ~ D --~-~~----:--; : i::;, ·: : ..,,,, "".{ ~ .i I::~. ; ,i ~-1,., \i ~ ' ~-, I PC:.-:C-}-'=-•" )lj: : I : . ! l ,,t-:;.~~,:;-;:~ - ·---+-' - i i -~ i.,i_l'" c.~E'-":·· '.. ,•,-,::-: ..__ -••-••• ,.~.....,..·•~•e• I ....... -: . -~ {.--~~---' 4 -1 • · . -' '' ' : ,;. : DRIVE SCALE I I "-40' O' 20' 40' 80' L-5 IRRIGATION PLAN INSPECTOR ' OATE t--Z-·r_1·-'i:l_t-~-'-+-1r.-~ __ 1_t..-....-_l'i_1,~_i-. __ -,0N_> ______ 1----+---+--IZ-'l'_T·-+"7;_/_A--1 [ S'.;-EET I CITY OF CARLSBAD ~ '-'> PLANNING DEPARTMENT ~ ;::::::::::::::.::::=========:...'::==: t-------+---+-------------------+---4--~e----+----1------ LANDSCAPE IMPROVEMENTS FOR: l'vlARINERS POINT AF'PROVED INlllAI. DAlI INlTIAI. OU)IH(V! ot -RE\llSION DESCRIPTION (] l'/ -0 V Al. C.M.W.D. #86-504 .J.N. 890-5 LL OFFS/TE PLAlVTJNG A1VD IRRIGA 1JO,V BY SAl'vfB! SEASIDE HEIGHTS. I LOCATE' MAINLINE OUTS,IDE OF R.O. W. (TYP.) ' J1i__ -14 - (,, I (p (,, c:. --·-+---·--·-· /Yi, I J¼ --HibDEN VALLEY ROAD ----"-------------------------------·-··-------------·--------------/RR/GA TION NOTES ., --· 1. THIS IR,RIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND ALL OTHER IRRIGATION DEVICES SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. ALL IRRIGATION WORK SHALL BE INSTALLED TO AVOID ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIAL AND OTHER ARCHITECTURAL FEATURES, 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT fS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MAY r-;oT HAVE BEEN CONSIDERED IN THE ENGINEERING OF THE SITE. SUCH OBSTRUCTIONS OR DIFFERENCES SHOUl,_D BE BROUGHT TO THE ATTENTION OF THE OWNER'S .AUTHORIZED REPRESENTATIVE. IN THE.~VENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CO~TRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY, 3. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO "AMILIARIZE HIMSELF WITH LANDSCAPE IMPROVEMENT PLANS, INCLUDING ALL GRADE DIFFERENCES, LOCATION OF WALLS, RE,AINING WALLS, PAVING AND SIMILP.R STRUCTURES. HE SHALL COORDINATE HIS WORK WITH GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, AND ALL OTHER HARDSCAPE AREAS. 4. DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, AND OTHER ITEMS WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF HIS WORK AND PLAN HIS WORK ACCORDINGLY, FU'i'.NISHING SUCH FITTINGS, AND MATERIALS, AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATIVE OF T.'-IE WORK TO BE INSTALLED. 5. THE ELECTRICAL CONTRACTOR IS TO SUPPLY 120 VOLT AC, (2,5 AMP) SERVICE TO THE CONTROLLER LOCATION. THE IRRIGATION CONTRACTOR TO MAKE THE FINAL CONNECTION FROM THE ELECTRICAL STUB-OUT TO Tl-!E CONTROLLER. TICl8I 14 )AA IIIC:I 6. EACH CONTROLLER SHALL H,~VE ITS OWN INDEPENDENT GROUND WIRE, 7. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES, LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE AND mo FEET ON CENTER ALONG WIRE RUN. H,PE WIRE IN BUNDLES 10 FEET ON CENTER NO TAPING PERMITTED INSIDE SLEEVES, 8. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE Mlr-slMUM OPERATING PRESSURE OF 30 PSL IRRIGATION CONTRACTOR SHALL VEFllFY PSI STATIC WA,ER PRESSUR:': PRIOR TO CONSTRUCTION, REPORT ANY DIFFER"NCE BETWEEN WATER PRESSURE INDICATicD ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE PROJ:::CT LANDSCAPE ARCHITECT 9. ALL IRRIGATION EQUIPMENT IS TO BE INSTALLED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE CITY OF CARLSBAD (1990) AND THE CARLSBAD MUNICIPAL WATER DISTRICT (1%3). 10. THE IRRIGATION CONTRACTOR IS TO NOTIFY ALL THE LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF INSTALLED BACKFLOWPREVENTION DEVICE AND PRESSURE MAINLINES. TESTING SHALL BE A MINIMUM OF 4 HOURS AT 125 PSI 11. INSTALL A SPARE CONTROL WIRE OF A DIFFERENT COLO,R ALONG THE ENTIRE MAIN LINE LOOP 36" EXCESS WIRE INTO EACH SINGLE VALVE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES 12. INSTALL VALVE BOXES 12" FROM AND PERPENDICULAR TO WALK. CURB, WALLS, FENCES OR LANDSCAPE FEATURE AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, OR PLANTING AREA, AND EACH BOX SHALL BE 6" APART. THE SHORT SIDE OF VALVE BOX SHALL BE PARALLEL TO WALK, CURB, WALLS. rENCES, ETC, 13. ALL SPRAY HEADS AND ARE TO BE INSTALLED A MINIMUM OF 12" FROM FENCES, WALLS, OR STRUCTURES. 14. 15. 16. 17. 18, 19. \ <:,. "' ~ (,, -G G ~ ALL IRRIGATION HEADS WITHIN 10' OF ANY PATH, WALK, PEDESTRIAN AREAS OR IN TURF AREAS SHALL BE POP-UP HEADS: 6" POP-UP HEADS IN TURF AR~AS, 12" POP-UP HEADS IN GROUND COVER AREAS. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS, SPRINKLERS WHERE LOW HEAD DRAINAGE OCCURS SHALL BE FITTED WiTH A KING BROS. CV SERIES CHECK VALVE OR EQUAL IN LIEU OF SCHEDULE 80 COU?LING THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER Hc'ADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS THE INCLUSION OF PRESSURE COMPENSATING FITTINGS OR FLOW REDUCTION SCREENS, THROTTLING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE AND COVERAGE FOR EACH SYSTEM. TO USE QUICK COUPLING VALVES WHEN THE MASTER VALVE IS CLOSED: WIRE MASTER VALVE TO AN UNASSIGNED CONTROLLER STATION AND MANUALLY START STATION FOR REQUIRED TIME PERIOD. IF NO STATION IS AVAILABLE MANUALLY BLEED MASTER VALVE TO OPERATE QUICK COUPLER. BACKFLOW PREVENTOR SHALL BE INSTALLED NO FURTHER THAN 18" FROM WATER METER. ~ W.QRST CASE PRESSURE CA[ CUI AT!QN :J.ARINER5 l'O NT Date.~ e 96 Ptr'itrillliM 50 n' 314· eel. 2CiC ovc laler&l lit>e @ 1 0 ~pm ~ 50 n' ~-~I. 200 ~vt !;ite,~I h~@ 18 gpm 75 n'. '.-~;a:,•· cl. 20·J lh·~ !f1e·al lire§; :s g~m 560 II. z·· cl. ~·,5 tv~ Tl'lllinijne @"'4 gpm '10TAL !1$1 LO$$ DJ;:SIGhJ !>RJ:::SSL·RI; STATIC PRE~SliRJ::: RESIDUAL PRES.SUit!!: ¾ Ii, (,, eiev. Ml. 10 e.l!J..oAA ~.15 I ~~ ~.oe '.1 C.2 ". lO '' ,., ~1.1111 3.18 ~O F'.SI ~1 PSI ~1.e1 ;>.51 KEY MAP L 0Ll!a>PIV1<sloN rtAIW!"I""-• r;."IGl!'Jttltlf"G • st ._v!")Tw. ••n ""'_....._ -~ 1iatr Df,,,a, CA MUI (61') ""'-i'fOII' , ,u (H9J ,.n-u,., 0,/J't,r'fl · .... l)f~ • '"""',r · (),,o ... rl,> DA 'It INl'T1-'L TH[ liGHlfOOJ PlANNING GROUP O«llNUI< Of ~ Fl'::LD VERIFY WATER MF,;TER LOCATION AND STATIC PRESSURE 702 FOURTH STREET OCEANSIDE, CA 92014 (6191 722,1924 REVISION DESCRIPTION ---~ .... , 187 > '....._____ . , ,.µ,:.r-r~""'-:, .... DA TE INl11Al DA 'It INl11Al. OTHER APPROVAi. CllY -OVAL , O' 40' eo• ,.,.. : \ )M'/1\J ,. ~ j n's,.., . bRiVE L-6 'IRRIGATION PLAN S BUil T" ATE LANDSCAPE IMPROVEMENTS FOR: MARINERS POINT C.M.W.D. +86-,-504 J.N. 890-5 -IRRIGATION LEGEND symbol EB 0 t::::;;.J El~ g]@] §J ................ ¼ _,,,_,--·=·· ..... manufacturer & model Rainbird PES-PRS-B series Rainbird GB series Champion 200-075 Champion 466-075 George Fischer PBV-15 Rai'nbrid 44NP Wilkins 975 RPA W/ watts #777 bronze wye strainer lrritrol-MC-Plus-B series w i+-h FY ':?'3 r" """'w.ab >e. ~h · ofil ffuiure Alertline Purple pipe-pvc class 200 lateral line Alertline Purple pipe-pvc mainline. 2" and larger- cls315, 11/2" and smaller- sch 40. CHAMPION #262-075 0 water meter !Al ~ § Point of connection ~---~---p-..=---c-Point of connection =---=ill=-= PVC SLEEVE FOR WIRING PVC SLEEVE -2 TIMES PIPE DIAMETER Q_flscription remote control valve (size on plan ) 2" master valve Manual 3/4" brass angle valve Manual 3/4" brass anti-siphon valve plastic ball valve (slip) <line size) .1" quick coupler \ialve fin box marked Quick coupler valve) reduced pressure backflow preventer rsize on plan l irrigation controller Mount in Hydrosafe enclosure-model on plans 12" min. burial depth 18" min. burial depth BRASS A TMO~PHERiC VACUUM BREAK"E;R 3/4" by owner common area Private yard l ' ' symb. manuf. Rain bird C:, Q 0 ~ ' Rain bird A LL. 6 t -~· Rainbird ~ r:: Hunter cc t'1- ,1 ~ ~ t, 1 ~ '~ SCH. 80 W/ 36" COVER 4" DIAMETER UNDER PEDESTRIAN PAVING: SCH 40 WI 18" COVER FOR MAINLINE SCH. 40 WI 12" COVER FOR LATERALS UNDER VEHICULAR PAVING: SCH 80 W/ 36" COVER FOR ALL PIPE NOTE: ALL PRIVATE LOTS ARE DOMESTIC WATER -USE WHITE PYC PIPE A.LL COMMON AREAS ARE RECLAIMED WATER -USE PURPLE,PIPE IN ALL COMMON AREAS _;k 1" llJ L-1> i,J R J\ t-' E;b? z' 1 w "'c>l--lFU e. ,,. p: FA-:. model no. type '1800 Series Spray Head • ·SAM-PRS-150 ... . -......................... *-SAM-PRS-1 SH ... • • 0 • • • • T • 0 • 0 • • • • >T" T". • -•- '-SAM·PRS-15-F ... . -... -..................... *-SAM-PRS-15- VAN ... . .......................... ' '1800 Series spray Head * -SAM-PRS-120 ... .... -.. ------............. • -SAM-PRS-12H ... ............ ' .......... ' ' .. '·SAM-PRS-12F ............. ' ............. '-SAM-PRS-12- VAN .... ............ , .......... ,, .. *1800 Series Strip Spray *-SAM-PRS-15SST .. ' ' ------.. -.............. * -SAM-PRS-15EST .,., .................. , .... -- •pcs, PCP or Gear Driven PGH Rotor PG' ·ARV-01 ........ . .................... ' ..... PG• -ARV-02 ....... ··············---·--······· PG *-ARV-03 ........ ........................... PG• ·AVR-04 ........ ' .. ---.. -.................. PG*-AVR-05 ........ ............. -... --. PG* -AVR-06 ........ .. . ... ' ............... PG• -AVR-07 ........ ·····----·················· PG*-AVR08 ........ ........................... PG•·AVR-09 ........ ·········--·-·············· ' <11. 00 l'f)T /tjTR..!,_ 1/11J.F,8,. SU6J!!.c-:' 'l'O Fl..CroNG. BACKFLOW rad gpm psi 15' .93 30 15' 1.85 30 15' 3.7 30 15' Varies 30 12' .65 30 12' 1.3 30 12' 2.6 30 12' varies 30 . ..... 1.21 30 ...... 0.61 30 28' 0.5 30 29' 0.7 30 30' 09 30 32' 1.2 30 34' 1.6 30 36' 2:0 I 30 36' 2.6 30 37' 3.2 30 38' 4.2 30 ' *1804-turf *1806· sl1rub area within 10' of any pedestrian .use • PGH -snaII be used within 10' of any pedestrian use. ( shrub areas l • PCS -shall be used for 12" shrub risers • PCP -shall be used in_ turf areas r,.;gatl:in Ci::;n~nJll8r Mount,ng 3sase with 3c-lt:; Set ,n f>'' ni" Thid c1,,,c:r·eL,;, 1-"e<C! I 3- F,n,s~ Grad3 I ,yo l • 0 './ El:rc::trical Ser-1,ice 1n R1s31d C1,,durt Siee·,e 10 Pow:c 3curce Low Vo:\.i:I~~ Crmtrd V\/,r'es 11' .,, 0i8fl1eter P1J: SCH 80 Lone Sweep E11 - CONTROLLER c'1 1 • SECTIO'N ©f✓l-T1:.~ f1rnf.Jb @ f'✓l--l.A~L _ @~~ e,c;, tJiff7LL @ ~ ~ hllffU. t' (;'"t...e,tJb @'f ✓v ~L.. ©1, .?1f r:. i::f !'.LL tr-(P) @Fi~l'".Jl-i &~C.. r A " , IRRLGA TION HEAD HIGH POP STRE;AM ROTOR Venoilacing Louver:; wit-i lnt:.Grn::,I Spl::,:;h G;,;wdc. Hn\l VVP-1<":ed p.,,-1u.:ii.ec: Steel Sc,·eens Co~er·ng ven, E,,:s l11sioe) '.:·n/0/f O,sc.onnuct sv,itc-i Vclt,h 11C V 3r;:unde~ o~,t:01 .. ::ind :;;n:w,d f»ull. Cnc~,l lmErrup~er: 3-P□P"IL •flotar)· Carn" Latch ,vi~h Recessed "T Hel"lc:le ;ind key-10,1· '.,c-n,r,t.v Oo,v1::c< Hea."/ Dutv Prr,w,n;<;i · lc:r·ri'>111al 3:r,p 1er11w1a1 Str,J Protected by Stccnls:,~ Steel U:111:y R;,~i"\•' G/ s·· ~ 9B·· Copper 0--our-d,rig Rod Connected to (r,~.IQ:,Liro: ~c1e>·.;::1a:e • :z ,J --:r- SECTION ~~-~of-lJAJ-L @f .,tv e.l.-L- @fve, <:m=e.t.T e..L!... ®tbr-.up H~ @Rtl. ~ex, .Jlff.L-f.. nv .. at ■l1 '----------I 7 @ f,;c::., ':1TT-t.e... T c. ~ L-- (i) f'✓c.. '::G..H. Bo f-.llf'f'L!.. @f'vC, LA1e..f;-AL @f'✓.:::... r~i=. F1r-n f-J &. @)r-1t-.Jt'?I--I ~f:- L-1 ENCLOSURE NOT TO SCALE IRRIGATION HEA·o G) -· -~ lk ©-0)1 .l q ' ""f"HY~--1., ~- © ' G)ii<3 X"3l:,0 yAL,V !>fU:L-@ flNI!>µ ~Pt:- ®~~...l e.o 1--l1f"rLE:-G)-si..iu,Jq )alhl.T F"1-rTl~q @ lAjt l(.A.l.-L-I 4£. f I fri 49 @ANfl ~~It--\ YALVt:., @ :;,f(E..AM R'OfOR 5~RLle> t-J!SA-t, IRRIGATION HEAD P0P-lP at -- .,._ ___ ----1 2 . , r--------1 6 1 r-----. --I -- - ...,....,___-{ 8 SECTION (i) ?>(,,'' l!o ~ ~N- (V M-, ~. f::D tJIFfw (v l..AT"c:.p..,J_ LlNe. ii::..t-riT'f1 ~G. © A'"1n ~~ ~L ve., (§) I"' I >---.LJ7 c;-pP-Ay ~ @ f'rZ,s,f'o ':.t:P r'l Nl?H ~ C!)HeAvYDLlrf FU .Ju-t -Lok. b>-. '711:'--t-J ~ ( ,z.) @f"'✓c.. s-~e:.r tu-i--ri) t-.JoTe,: I H":,f",AJ...1... H u,p ~,:;.. J l..AF-r o f"INl<,.f+ e,.;upe_ 4Jt::1·~1!- L,-7 PREVENTER NOT TO SCALE n,c... ~.eo NI pP1....E.--- p>-,k, ... ,x-c, NA· .... -i='----fT-r', A~C.ii1<;':")_, U ®VALVE L.:-7 I ~-ou,cx COUPLING VAL'VE (SEE Pl.AN~ 1,HO S,EC$.) ....-AJ.IETEX PU.STIC VALVE BOX WITH l,..OCKINO COVEii. BOX PART NO. 10-170-001 W11'UF"/'Uc COVEA l'AAJ PIO, t ~ 1'1!1 U d OR APPROVED EOUAI. MARK "OUICK COUPU:11" ON BOX. '1111$N[O GRADE ---~I ' l ~Jlsm"" rne'llll WI s-~ QUICK COUPLER NO SCALE _St::CllON G) A~"10::>f'Hc'..1'.IC-\tAC.C.U:.lrt e,(f,AKE.R @ fll-.ji?H l;,U,Ot.. 0 f'"'"" sc.fJ. e,o i-11frl-c 0 f'vC. I.Afl'../-'.Al---f;a:OH - i'..o>-lT(o1..-v ... L vt © ,; r-114 Ae,Qyt:, ,i1G,HESf J-jE,A17, (iJ f'v'C-L.AfCOL-fo 5j'f".l\.jKLt.R? VACCUUM BREAKER ATMOSPHERIC no scale THE J09 NO. 173.15. 1 l16Hlf00l flAIIIIG .GR DU P 702 FOURTH STllffT OCEANSIDI:. CA 1205◄ 1619) 722•1924 L-7 IRRIGATION LEGEND AND OET AILS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING .AREAS. TITL'c________ DATE Rf:VIEVE;J BY, INSPECT::JR I SH~ET I CITY OF CARLSBAD ~ t----1--+----------------+--+---+--+--~ e> PLANNING DEPARTMENT t---+-----+---------------+---+-·--+------J----1 ;==="-'====·=· ========-=== LANDSCAPE PLANS FOR: MARINERS POINT t----+---+-----------·--··+----+---+----+----1 -:--:AP::-::P-::RO:-=-VE-:--:-D=-:'lc!(>',./4-,,,;7",,_~~i~~=::-::-::----·7 ~/f-o/L' ASSISTANT P(_Al,JNJNG DIRECTOR DA TE t--cc-DAccTEcc--!--,-IN""ITI=-A,,...L-+-----------------+--0-A TE-+--,N-ITI-AL-1--c-D-A TE-+-1N-ITI-AL~ ~D;;;WN;:::::;8;;:;Y:;:; =_=_=_=_= -~:::::::::::::::::::::::::PR~O=J~E=:CT=, =N=O _===;;::D=R=-A=Wl---=-N=G--=-N=O. RE VISION DESCRIPTIO'' CHKD BY: ---CT 91-12 341-3L ENGINEER OF WORK " OTHER APPROVAL CITY APPROVAL RVVD BY, C.M.W.D. #86-504 ~ HYDRD5E.ED NIX. ,: : SEE 5HT. L-6 ,PIN c.AN ~ _f'E:>...,...,----_12-8,_____-__.__-+--,-i2J':-::-,A.t..,,--------'t,100----,----,--➔(.-,-t,,---c:'O%'<-,, '-, ~ r'Lf>.10 ltL, Al.b to%) l'./..11 O.G. ;STREET TREES ALONG ALGA ROAD SHOULD ,BE LOCATEID' r 15 FT. FR M FACE OF CURB (TYP.) NOTEt OPEN S"PACE DEED RES'f:RICTION t , . \• . .,. , \-;,..,,b C .~ /.- ~ ,,.-· ~ . ·*" cf r,I>,' ~ 32 ,P-3,"06.S ,, ; ,.,-·@ P•Z519 :-, . _...,·:,.. ··i- :-··· . ,, :·, ;.' .._. ,. © S" 54, / _, , , . AF'l- \ ~00 '<' ~---"' CD NOTE~ G) I. • " ALL STREET TREE$ TO, BE LOCATED A MIN. OF 3 FT. OUTSIDE OF PUBLIC R.O. W. . '.:· ~--. . . . -. ' ''.-) \''· FENCE / WALL LEGEND 0000000 □□□000 MASONRY WALL ;:@- SOUND WALL -L~ •••••••••••• •,,, ... WOOD FENCE 2t ,'& J ... ---->-----11f> ALL OFF/flTE PLANT/1\/G A1VD IRRJGATIOlV \ · . · ~BJ ~45/..DE Ji,Elg_.14-r_s ., . ~.· ·.. ... ---~-~~ a ~N t' Ii;; ) rs-::----24-11 __________ D cl,o0 \w .,, \~-.-. j:· .. -I 0. ·.· A \J b. C,r,.1,eJAUV-~. 46 ' ' , ~-~AA-15 24-'' e:,. PIN-E.LO. I ts IS. q• JZA. IS IS '"r· it.--~~-9!..b..,.-~~~· ~IAL.::rCD , r-w~.7 \ ,\ ', -~····-" :::_,,., .. --- .. , '• CD 1/ ..,-~~.'-..J- ··• / · · . ./ .. _, .,,. ' ,-__ / .· / / ,· --/•'__,. y·/ --::-j tj --'"' ',. --s~1.!f'. ·' ~ -;~ ¥ +~ -1:. c-, .-, "'f" ·-. S 1 'rt"--'--'-'--'-· -I .~-~(. 11" I :::-'vs/_ -r -~ ~ s:.. -I ' "-:rL II \ \ . -;-;;- ~2' • ,.__., I --\\. ·-'··-···· I s-4, I ~-.,; -1~· , :i. i·i \'o \, I~ I'., I" LS 0, u, '-\~ --i----~ ~ ~· -_ ____.., I .. • I KEY MAP BOTANICAL NAME Artemisla califomica Baccharis sarothroides Encelia califomica Eriogonurn fasciculaturn Eschscholzia califomica Heteromeles arbutifolia Lotus scoparius Mim.dus puniceus Phacelia carnpanularia Rhus laurina Salvia apiana Sisyrinchiurn bellum COMMON NA.ME California sagebrush broom baccharis bush sunflo~r California buckv.tieat California poppy Toyon dearv.teed red monkey flower California blue bell Laurel sumac white sage blue-eyed grass . LBS./ACRE 20 0.5 4.0 10.0 1.0 4.0 4.0 1.0 0.5 40 2.0 1.0 34.0 i . ' \• . • l , ~ I l , I ' l l I l t j i ! I l j / l l I -======1ll- SCALE: 1 "= 4G'-O" O' 20' 40' 80 L-8 PLANTfNG PLAN "AS BUil T" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE t-----l--+-------------+--+--1---+---1 I s'!1-ET I CITY OF CARLSBAD ~!-PLANNING DEPARTMENT ~ ;===::::...:==:::::.::.::::::::::::=:==:::=:::=:::===..:::::=~ lHf llGHTfOOf PlANNING GROUP -Leu. I ,z.." Q.C. 701 FOURTH STREET 0CEANSI0f. CA 91054 16191 721·1914 -PLANNING SITE DESIGN -LANDSCAPE ARCHITECTURE NOTE: PLANT COUNTS FOR THIS SHE T-Ol'JLY ssociat~ 9-11. 1)6.pa. fllC. ~ . ,aw;ni,g.,,,,,; . -~ ,.~,,.._q I_,.,......, _,_~_c .. ~i, (6ffJ ,,._,,,,. + ~A,6 (81JI t.H-NH QJffcw,l,.'-W.,,... • ,.,,.._ . ,.,..._.. LANDSCAPE. IMPROVEMENTS FOR: MARINERS POINT RE\/ISION DESCRIPTION 01\Tf: IMTlN.. DATf: INlllN.. OlHEJI ,J. i ROYAL Y: ---PRO.ECT NO. I DRAWING NO. CHl<D BY:__ CT 91-12 341-3L RVWO BY: C.M.W.D. #86-504 J.N. 8 90-5 ! ! I . ~-'------..._ \ I '\ ' \ , I • .. "~•-- I I & \ \ \ \ I I \ ' ·-. \ ' \ • • • • • • • • • • • i~ ~: " . ~ t I I I I I '1 01 I 0 O[ 1-- I 0 0 0 ~ ~ O;; I - \t '1tO; 0, I D I 8' . D \o 'O \ ~ I I \ --. \) \ \ \- \ \ I ---------------~ I \ \ I \J-- 11 l , i ' _/ I I / NOTE: ALL STREET TREES TO BE LOCATED A MIN. OF 3 FT. OUTSIDE OF PUBLIC R,0.W~ t,, ME.L.Q.lll. '].0 2.4"e, G,6 PIN. HAL. EUC. NJC.. 51 !=.UC. CIT. THE llGHTfOOT PlANNING GROUP . ,-•., -JOB NO. 173.15.1 702 FOURTH STF EET OCEANSIDE. CA 92054 (6191 722-1924 < ..-... ,., ... . ,,:"f,,.,? .,:·' ~-·· •' •:; . f' ' . ' z.,z.,n J.T. 4((, '1'1 JT. 4-71,a7 1:,: DAT!; 11«11Al Dl0INEUI OF WOii!( - .-_ . ,. -"'"".":'--":°; '• ', .. \ '-;, · .. f,OLL BRA. J>-F.C. PAC. . '3Pe. \ \ \~:C 265 21'5 I I l·-t\ I • i I l \ I J I I I j o· 20• , 40• eo· ~-....:i.....AZ_. _MOO. (<oo%) ),.,7:, ~~ bl=.L. AL.~ (40%) FLATS ~ 1211 0.c. HE1 . Atze,. ' ·-. ' \ . -__ \ /,.-22.' \...._ --· .F'--?S'3. I ""' .,-GR;\ 1..-~-. ~-Gl<A Pit-! SLD. II\ J .. f2-e./1~1aN 2--UlANGE. F1',\l=-. /,.\ f -•1,,;, ~ ' .· "".:.'.:. -~'-·,._ ~?::_:-·:•.,.. ,.. ,_._, \,...._.,,..--._,,,, _-.;;.';,-\ ~-..:. ·-..,:.-_ --~ \ 4& 15 9· '32. 2.4" e,, ::,;z.. 15 Cf, -:-:+, ',•,•, 700C OOOCO:JOCJEJ •••••••••••• -- MASONRY WALL @ SOUND WALL~ '0V @ VIEW FENCE -e, WOOD FENCE-@~ \L· ., ... / J ,.,,..... ~,Me,-j,l.t. NIC-(I) "'1-.lt> e,,Ll.f:lW\. (3) -~---~------. ~~".~-~(7/~~~:'_ : : . ,~-. ,. . '-~ !". ~ < 2- 1.J..·' O:·· 't -~ -:,, . .. . . ,.. -..... ''"''.; Jr, r..--'"'-, .,._ ... _, .•• .• "'..,_, -'--~_ ...... ,,{j'i•' ~ or u1.\• L-9 ' PLANTING PLAN "AS BUil T" APPROVED FOR PLANTING AND RCE EXP. DATE IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF REVIEWED BY: PLANTING AREAS INSPECTOR DATE ·~~ l.'I'. ~ --~14-~ 1 L..-Q.. CITY OF CARLSBAD ~ 0 PLANNING DEPARTMENT B -- LANDSCAPE IMPROVEMENTS FOR: MARINERS POINT - APPR0~5~ Ef,! 7~{r/-7"' ASSIST.11:NT 'PLANNING DIRi;:CTOR ~ ~· DATE OA1t INITIAi. O,t.1t ,ir11111. UWN BY; PROJECT NO. I I DRAWING NO. REVISION DESCRIPTION CHKO BY: CT 91-12 one N ' !~OVAL aTY~AL RVWO BY: 341-3L c_M.W.D. #86-504 "-"idJ II OFIICI ·- I • . -r· .. • .. • • • ff\ --.J r~----i I I ; I ' I I I I "·~· --------"' ( 97 '· - '"----~) /" 23/ 3 I I I I \ I \ \ OULJOCJOOOOOO::JO •••••••••••• FENCE / WALL LEGEND MASONRY WALL ~ SOUND WALL-@ VIEW FENCE .. @ · --~ ·14 WOOD FENCE----~ . \ ~ 'I.._, .. ............--,.1 ,,~ ... zG/0 He:1. ' jp: L-c-.l-/ ~i,c_ -"'T ,:;~~, . ' . ..-. ' ;i~ ,_· -'--"----' ./:-~·~.., ~~~ (g;") p_,, ;~·~4 ''-,.:.,;/ /'". .. Zr,4,0 NOTE: ,~· ... -' ~ -· _,-~J ...... ~ --.. ,•~·,:...., .,..,..,,.--------.,.., -o· __---'~ i ..-_...,..,..--,--------.--· ,,..---...._ !,-,.0;:..,--. :;.y . .-,,-..-~ -' \. 147 I _ ___,.......,.,. .-1 ~ ...... ----\ ----/ ____ . ..------· -\ \ -· ~ -\ r-ZZ/.8 ,,--; _.-c<-~--~ (® \ \I '\ ,P ... .....,. ... 'I!",.,, ~ . -~ "',,.c·• f../ \ \t. \ \ \ \ , . · 144 .! ........ •··_\. -- P-Z?/I NOTE: PLANT COUNTS FOR THIS SHEET ONLY ALL STREET TREES TO BE LOCATED A MlN. OF 3 FT-OUTSIDE OF PUBLIC R.0.W., --''' --·~·- ssociat~ kA~.•l'IC- C.. flhTn ("A '1;11.11 ,,.r,J ,-._. ... , ,-,u (A"J ,.J'l,UU f~, ..... a,..., . ,....,_ . n..rln 163 '\ 142 Cj'AZ.. L.E\J- l2"o.c. ·.-;·' •-;" '' ' '• ' ' ...... ·-""·:""',:' ~ THt l16Hlf00l PlANNING GROUP ,,._. __ .. . .> 702 FOURTH STREET OCEANSIDE, CA 92064 {6191 722-1924 G SITE DESIGN -LANDSCAPE ARCHITECTURE ' , OA TE INl11Al :' 20 1 \ ,.:, ' ·. ·.; .. ·--. \\ ', ' ' ./:-.~_,r-.: \ 2•,-<_.n ___ • __ ,---, -~· ,....., .--~ _, . -·-,;~-•-~;~·-:-· -\ ·--:·:. . : \ - :. \ •, '-. . :-•:-'("," .. ' , l _:, . . "' j. ,,,.. .,- ' ' \<) . -~ ,· :;-_~,,,~-; \ _._---,---->... : I, •. ••.:-,} <"' \ '~ ., ' '•, '' ·,cc<, • \ . . . (' _·\ ---~~ "'.' ·,-.:· -·\:;;:~?~' __ \\_ <'."·:-z..~::-::~ -;--t ~ ... , i\1 \ . ' ~\. ·//(· \ ' '\ f.'s;. \ ·._\,_ '· \\1 ;,: \1<: .\;~-~ \\ f:( I;:/'<'-,., _I.\~.-. _ _;,_\,.,:~, ,r \ ',,\ \ ·-_,.-.;·'-.•,.),_.-' \ \ '• ... 0 ' ·•• • ,r ' '•\' \_ •• ~•:-•••: / ,,1 .::-.-.,1.r,'9 \ ~-·' \_:,.~ _. 11, -·;:.·-~------x,..... -~·.-··. ·\,_.....--/ I , . -.. , _ _,,.. \ . \.' ,/ '\I:_, ' .·-... -· ·--.-..... ;{:\ /~.--··< \ i· ~ ' \ ·, ( _.·\'\. ~--'.1',,;_ ·<.. \ ', \ ·•,--v, \\,~ -~JJ~· ,,:,\.,·\ c'~-':'_.'-' .('\ .. ) ·.: ... I"·• 1:· ;.:·.._.;-_~_-.,~ ..... ,, ,:\r~·:', .. ~~. 7f ;'.. \ -.--: '.···(1. > .:··::.. -.. f· s·, \ '-. ~ ., '> \ \J. ~\·;--· \;~ --======ill- 20' __ . --·4'0' 60' MONL.lt--'11=-NT J,...!A.l_L 1l-+ lq, C.Of2Nl='-J2.., ➔~I=. 0f--n-1 L-17. 1UL. Yto . 2' i;,.c . ,----~-~-~~--- ' ___ C':_,Al/"T!O,'✓ _ I ' ' !'~7 '.•:· l ,·~ ~.,... ~ . , _.::.--,· :'":---'.:_::. .. j '.3 (, IN[~ ! -,~,-,............_.,"~~•~.~.~-•--~-~-•-I 5C OL· ' :Z.4 e,. 500 r--. \ (:->:~ U Tl Of·✓.·: i ~:·;.:.·c:_.··::.::·/•.•~-·---~-.~:·.-· .. , ;- \ l;:_7, ., ' ~•:1 , /.,I. (;_7 ,' .:::~-; "',.._/ /s/,-.:J .7".!: ,,.;;,. L /l,/.·~-i _, 5{:.£ c. /',:.i-'✓:..-·-:1 -·')· ..... -.,. "-'"·-' ,.~, ,,,~ ,,~ "<'.J·:-. ' ., G" "' '~:?:/'. \< ·:.,_~• I ·\° .. ' .. ' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING. PRECISE LOCATION OF PLANTING AREAS .,·,:, r 1, . -~c .. -·--... ·-. BRIARWOOD .; _ · .. . _ .. _ DRfVI:--., · ·. ~------------- L-10 PLANTING PLAN "AS BUil T" RCE EXP. D,i,TE RE:VIEwtD BY: INSPECTOR LANDSCAPE IMPROVEMENTS FOR: MARINERS POINT REVISION DESCRIPTION DAl[ -DAl[ INl'TIAL IDWN BY: ---11 PROJECT NO. DRAWING NO. ~OlHDI--M .... ,-~c-VAL-1--cnY--ll'flflfN.i...;;.;;.;;:.::AL:....a = :~; -· CT 91-12 341-3L C.M.W.D. +86-504 J N 890-5 • • I I l '. . - 1 I \ \ \ i+ ~,c,._, ~4 ~1 (_1~ ~'2.- I 1Co 'SI ,, CSA. 4 _.~ . · 100 , -, - NOTE~ ALL STREET TR"EES TO BE LOCATED A MIN. OF 3 FT. OUTSIDE OF PUBLrc R.O.W. \ ' \ ' r-21~4 I \ I \ \ I \ ' \ \ \ ' \ \ \ ' ' \ \ \ I \ ' ' \ '· \ I ' F~-•-~•,--..~ \_ 137 ) '-,,______....- \ \ \ CAl-T P--A $ 9lcJ -i:::£e1 L.ct--.lq (TOf, .-. 142 _.,.-- 141 143 ..... '":"'""---~ . ~ ,:'. .. . ' \ 0·aa·:: · I P:: -~~ ~ z9 -'=';;: .. ':t.<2tfz_ ALiiT~b::.:..::1 c=--r:f2-17•...:v ____ ';~~ ' ,181 ) -.... .,. ---.- \ '.c ~~-···-·-' ·-118 DAl£ INITIAL ~?\/J ~& '. 1 1 7 ·: ----· I I I ,-----=LAN=:1.:.•_J.:_.!,;O=N'.'...---+----i:3:;.D::::...._-t'..I\ 1Cr- 2,o E.I. I . . I~ --.i::Jlf" \,. Q ct 0 0:: 0:: ... ~ 0 _, 'I.L • .·" ,'·• ! ' ' ' ARC. PAC. I . ' : 0 165 M-i-'---+-~+-: e.o~~uc.:.-_,£';:,12,A~~-+-...:1~~0~0='---o t::>q . ....... -...,...,,....._, ( 173 ', '··-..... , _____ _./ APPROV~D FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF P~ANTING AREAS \ - • II) c( ... \', ,'. ·,,, ✓• '' '~' /''" RCE ___ _ REVIEWED BY: INSPECTOR E.LlC. Nie. (,,O . LE':U. FLATS ___ .... ll_ATIQUJTOS DRIVE ~: I • • I PIN-l--il'-L. EXP. DATE eo· LANDSCAPE IMPROVEMENTS FOR: MARINERS POINT NOTE: PLANT COUNTS FOR THIS SHEET ONLY ,.,.. -~,,.,..,iCA~ D")IN([R Of llOAI< REVISION DESCRIPTION PROJECT NO. CT 91-12 DRAWING NO. 341-3L tu,) ......,,.,. • ~ (619J ,.,,. ,.,,,, ~,_~,,...._-~ C.M.W.D. #86-504 J.N. 890-5 tlllll~-•--r /· I I I I I I I . I I I I I I I I I I I l I l>-,-i I I I I I I I I I I I ~'-~_J -I i I I l ' e,o . ' ' l ! i ' ' ! / • i I I e,, 15 q, Z4" f:>. e,ou. ioAA. ' I ARB. ' -NE.R. OLE, \~ I \ \ I \ 90 \ -·-\ ~~ \ /":-?0"/:0 I I ' \ \ ' •••• •• ••••••• (J f.:>9. \ .___ _____ ___;V::;..:_IC__,_P-_I_V __ -+--'~---• sq. ' I 1.,.(----C.ONGt:z-F-:T~ 1,,J,A.L..jL PEP-l?:Jj:2.,Ab!Nej ,PL.ANS f''( -Ji:IC!<'-t;:.~INF-ep...tl',.J:=j -Of2,AhJ1Nq No--641 --'~ \ \ ) ( ✓ ~ I lP U, (.0 lP V v C,, C,, "_, ___ , , Hil:i'D!~--·~--V_A_L ... L.;;.EY,;_, ______ R_O_A_o __ , _ _..J.(_Ex ... 1;..:.s ... r;.;.,N;;,_G;:,.)~: ________ ~.;;;; . ' c...__ ALL OFFS/TE FLA.NT/NG A,VD IRRJGATJO.V BY SAME! SEASIDE HEIGHTS nD □CD[JOLJ □□:J07 ............. NOTE: PLANT COUNTS FOR THIS SHEET ONLY FENCE / WALL LEGEND MASONRY WALL~ SOUND WALL-@ VIEW FENCF ---@® WOOD FENCE ~+ ' NOTE~ ALL STREET TREES TO BE LOCATED A MIN. OF 3 FT. OUTSIDE OF PUBLIC R.O.W. ' ' \ \ \ \ \ ~-.. •• •• ••• EUC. CIT, EUC. NIC. O &l,,'· I \'-"·,· HAL, tt.L. AL, ( "1o ¾) 1 KEY MAP ~ 'Sq ~e, )5'=(', : ~ _, \ \ ' ~ E:eT --1~ \ Wl1l-+ eAC-plL.· -f'LANT~l7 AT 14''0.C,, --·' ' , THl liGHTfOOI PlANNING GROUI • Cl-{AWe T<> ~ ,-~c:E,.. I. 0r881 ',, __ / \c, (1861 .._______.,, r-/8i . .1 r-1s,;., s \\i /= -/Ee 7 / '' ' . ,- . \ -' 702 FOURTH STREET OCEANSIDE, CA 92054 16181 722,1924 ' _, : ' i / --.'>'-- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF ' ' ' i I I ' : j I ' I : I ., 1 I I· I 'SCALE, 1~•40' !~ __ _,1 20· 40' 80' L-12 PLANTING PLAN "AS BUil T" RC EXP, 0ATE RE EWED BY: ,_ PLANNING . ' SITE DESIGN = LANDSCAPE ARCHITEC,~TU'.:'.'.'.R'.'.:..E -"=P=L=A=N=T=l=N;=G=A=R=E=A=S.:.::,.:.r=:,-- .t-!-)l_6 ""-"-+---+---+ ___ ""_"" ______ ---1----1---1~-+-----I ;::I =?=I =C:t=J:::X:::N:::~:::'N=~=~=f=PA=~=~=E=NB=T A=D::::::..:'~· 6===!1 INS ECTOR DATE ssociat~ s. .. "'-· 11 .. ,, ~. ~l!JIIIK. ~.,.,""I; ,_.,,., H-~ ,-.. ,._~e.tUt.n (6/JJ nit--f,-• r.u (""' u,.NN ~$,aRDl-,Jtv•l,..._.,.o.,..,.. DATE INITIAL DICINUJt qf WORI< REVISION DESCRIPTION DATE INmAL DATE INmAL OTHER N'f'f!OV/11. QTY l>l'l'ftOVAJ. LANDSCAPE IMPROVEMENTS FOR: MARINERS POINT PROJECT NO. CT 91~12 C,M.W.D. #86-504 I DRAWING NO. . 341-3u J.N. 890-5 PLANTING NOTES 1. 2. 3. 4. 5. 7. 8. 9. PLANT MATERIAL LOCATIONS SHO'v\N ARE 10. DIAGRAMrvl/\TIC AND rvl/\Y BE SUBJECT TO Cf-W-JGE IN THE FIELD BY THE LANDSCAPE ARCHITECT. REFER TO CITY OF CARLSBAD LANDSCAPE MANUAL 11. (1990) FOR PLANTING DETAILS TH/\T 00 NOT APPEAR ON THE PLANS. PLANT COUNT IS FOR THE CONVENIENCE OF THE CONTRACTOR. IN CASE OF DISCREPANCIES, THE 12. PLAN SYMBOLS SHALL GOVERN. LABELING -EACH GROUP OF PLANT rvl/\TERIALS DELIVERED TO THE SITE SHALL BE CLEARLY LABELED AS TO SPECIES, VARIETY AND NURSERY SOURCE. THE SIZE OF THE PLANTS WILL CORRESPOND Vv1TH THAT NORMALLY EXPECTED FOR SPECIES AND VARIETY OF COMMERCIALLY AVAILABLE NURSERY STOCK OR AS SPECIFIED IN THE DRAWINGS. THE MINIMUM ACCEPTABLE SIZE OF ALL PLANTS, MEASURED BEFORE PRUNING W.TH THE BRANCHES IN NORMAL POSITION, SHALL CONFORM Vv1TH THE 13. MEASUREMENTS, IF ANY, SPECIFIED ON THE DRA\MNGS IN THE LIST OF PLANTS TO BE FURNISHED. PLANTS LARGER IN SIZE THAT SPECIFIED MAY BE USED WITH THE APPROVAL OF THE CITY LANDSCAPE INSPECTOR, BUT THE USE OF LARGER PLANTS WILL MAKE NO CH/\NGE IN CONTRACT PRICE. 14. REJECTION OR SUBSTITUTION -ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED, SHALL BE CONSIDERED DEFECTlVE, AND SUCH PLANTS. 1/\,}-jETHER IN PLACE OR NOT, SH/\LL BE MARKED AS REJECTED AND IMMEDIATELY REMOVED FROM THE SITE OF THE \/1.QRK AND REPLACED WITH NEW PLANTS AT THE CONTRACTOR'S EXPENSE. THE PLANTS SHALL BE OF THE SPECIE, VAIRIETY, SIZE AND CONDITION SPECIFIED ON THE DRAWINGS. UNDER NO CONDITION W.LL THERE BE ANY SUBSTITUTION OF PLANTS OR SIZES FOR THOSE LISTED ON THE ACCOMPANYING PLANS, EXCEPT WITH THE EXPRESSED CONSENT OF THE CITY LANDSCAPE INSPECTOR AND PROJECT LANDSCAPE ARCHITECT. 15. THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF CONTAINER GRO'v\N TREES AND 16. SHRUBS SHALL BE AS FOLLOVvS: (6) PARTS (BY VOLUME) ON-SITE SOIL: 17. (4) PARTS (BY VOLUME) NITROGEN STABILIZED ORGANIC AMENDMENT; OTHER AMENDMENTS WILL BE ADDED AT RATES BASED UPON SOIL SAMPLES TAKEN FROM THE SITE. SEE SPECIFICATIONS FERTILIZE HAND PLANTED GROUNDCOVER W/GROPOWER 25lbs./1000 s.f. ALL LANDSCAPE PLANTING SH/\LL RECEIVE GRO-POV1,£R 7 GRAM PLANTING TABLETS AS FOLLOWS: 1 G.J\L SHRUB -3 TABS/PLANT 5 GAL SHRUB -8 TABS/PLANT 15 G.J\L TREE -15 TABS/PLANT ALL LANDSCAPE PLANTING TO BE INSTALLED IN ACCORDANCE WTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF CARLSBAD (1990). HYDROSEED MIX SH/\LL BE AS FOLLOVvS: SEE PLANT LIST INCORPORATING 2,500 LBS. CELLULOSE FIBER MULCH. 120 LBS. ORGANIC TACKIFIER PER ACRE. HYDROSEEDING APPLICATION: THE \/1.QRK SHALL CONSIST OF APPL YING A SLURRY MADE UP OF SEED, FERTILIZER, WATER, NATURAL FIBER, AND SOIL STABILIZER TlHE RATES SPECIFIED VIA HYDRAULIC SEEDING EQUIPMENT. SLURRY SHALL CONSTITUTE: SEED MIX._ LB./AC. FER1lLIZER(12-12-12) 300 LB./AC. SOIL SULFER 100 LB.JAG. AG. GYPSUM 800 LB.JAG. CELLULOSE FIBER MULCH 2500 LB.JAG ORGANIC TACKIFIER 120 LB./AC. TlHE HYDROSEED SLURRY SHALL BE SPRA YEO ON TO THE SOIL SURFACE TO FORM A UNIFORM VISIBLE LAYER. THE SLURRY MIXTURE SHALL BE APPLIED WTHIN ONE HOUR FROM THE TIME TlHE SEED HAS BEEN ADDED TO THE HYDROSEED TANK AND KEPT IN CONSTANT AGITATION. SEED SPECIFICATION ALL SEED SHALL BE DELIVERED TO THE JOB SITlE UNMIXED IN SEPARATE SEALED CONTAINERS. EACH SEALED CONTAINER MUST BEAR TlHE SEED SUPPLIER'S LABELS. EACH LABEL SHALL INDICATE TlHE CONTAINER'S WEIGi-iT, SEED TYPE, SEED PERCENTAGE PURITY, AND SEED PERCENT GERMINATION. ALL CONTAINERS SHALL BE LABELED ACCORDING TO STATE AND FEDERAL SEED LAVvS. SEEDS SHALL BE MIXED AT THE PROJECT SITE IN TlHE PRESENCE OF TlHE PROJECT SUPERVISOR. SAMPLES WILL BE DRA'v\N AT THAT TIME PRIOR TO SEEDING FOR TESTING TO ASSURE THAT THE SEED SPECIFICATlONS HAVE BEEN MET INSTALL ALL STREET TREES IN A DEEP ROOT PLANTlNG DEVICE. INSTALL ARBOR GUARDS ON ALL TREES IN TURF ' A!REAS. SOIL PREPARATION: ALL PLANTER AREAS AND. TURF AREAS SHALL RECEIVE: FOR BID PURPOSES. 2 CU. YDS. NITlROLIZED SH/\VINGS (OR EQUAL) 200 LBS. GROPO\f\,£R PLUS W/ 4% SULFER PER 1000 SQ. FT. OF AIREA TO BE PLANTED. ALL AMENDMENTS SHA.LL BE INCORPORl'ITED INTOTlHE NATIVE SOIL TOA MINIMUM DEPTH OF 6 INCHES. UPON COMPLETION OF ROUGH GRADING A NEW SOILS ANALYSIS WILL BE COMPLETED. CONTRACTOR TO OBTAIN COPY FROM LANDSCAPE ARCHITECT. 24" BOX TREE-17 TABS/PLANT 36" BOX TREE-20 TABS/PLANT OVER 36" USE 3 TO 4 TABLETS FOR EACH 112" OF TRUNK CALIPER 18. A 3" thick layer of organic mulch shall be installed in all non-turf planting areas. Areas with 3:1 slope or greater are excepted. \"'1Ai"CHL.-1 NE MoL . 5'"f~'T COF!}l~ 51 ql-\"T CLEJ,.p.j,.NcE. 1-4" e:,, 5TR-'\<'Bci. I I 1 ~-'-----'---'--------5 q. Jl~il I"!. SOIL TEST AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: A. ORGANIC MATTER CONTENT G N. P. K C. pH D. EC E. SOIL TEXTURE (SILT, CLAY, SAND) F. RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORAHD INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART Of THE APPROVED PLANS. PRODUCTS SPECIFIED BT PRODUCT NAME BY THE SOIL LAB IN RECOMMENDATIONS MAY BE SUBSTITUTED WITH "OR EQUAL" PRODUCTS APPROVED BY THE CITY. ■ . . . . C GROUND COVERS SYMIABBR QTY SIZE BOTANICAL NAME GAZ MOO FLATS GAZANIA 'MOONGLOW DEL ALB FLATS DELOSPERMA ALBA BAG PIL FLA TS BACCHAR/S PILULARIS GAZ LEU FLATS GAZAN/A lEUCOlAENA COMMONNAME YELLOW GAZANIA WHITE TRA.ILING ICE PLANT BACCHARIS TRAILING GAZANIA LB/ACRE 2 SPECIES Lasthen,a chrysostoma Layia platyglossa Phacelia campanularia Lupinus succulentus Plantago insularis Trifolium hirtum hykon MIN PURITY/GERM. 50/60 2 80/75 2 98/75 5 98/85 20 98/75 30 95/85 TURF BLOCK DETAIL SECTION NOT TO SCALE 13 2.4" ~. TUL. Vlo. AZ-LSU. '\:="LATS SPACING 12" O.C. TRIANGULAR 60% OF AREA 12" O.C. TRIANGULAR 40% OF AREA 12" O.C. TRIANGULAR 12" O.C. TRIANGULAR JOB NO. 173.15.1 THf llGHlfOOT PlANNING GROUP 702 FOURTH STREET OCEANSIDE, CA 92054 16191722-1924 PLANT.ING LEGEND 0 0 t> TREES SYMIABBR SCH MOL EUC NIC EUC CIT WAS ROB PIN CAN PIN HAL PIN ELD MAG GRA MAG GRA flN ~ MEL QUI GEi PAR fl---jU 1/t-..l SHRUBS SYMIABBR ·ARC PAC BOU BRA BOU SAN -blC. lz-lV ECH FAS GAL SPE HETARB 0 NER OLE 0 CEAHOR 0 'ARTCAL '9 ERJ FAS @ MAL LAU @ SALAPI ® AGAPET TUL V/0 0 STRREG ® POL DAL • MIM AUR @ MOR IRI Q LAN MON L-1 3 SIZE BOTANICAL NAME COMMON NAME CALIFORNIA PEPPER SPACING AS SHOWN REMARKS 24" BOX SCH/NUS MOLLE 5 GAL EUCALYPTUS NICHOLi/ 5 GAL EUCALYPTUS CITRIODORA 15 GAL WASHINGTON/A ROBUSTA 15 GAL PJNUS CANARIENSIS ;15 GAL. PINUS HALEPENSIS 15 GAL PINUS ELDARICA 15 GAL MAGNOLIA GRAND/FLORA " MAJESTIC BEAUTY" 24" BOX MAGNOLIA GRAND/FLORA "MAJESTIC BEAUTY" 24" BOX MELALEUCA QUINOUENERVIA 5 GAL GEIJERA PARVIFLORA 'o <2jA.... 12--HLJ<:;, L.,6-NCl=;L. PEPPERMINT WILLOW AS SHOWN LEMON-SCENTED GUM AS SHOWN MEXICAN FAN PALM AS SHOWN CANARY ISLAND PINE ALEPPO PINE ELOARICA PINE MAGNOLIA MAGNOLIA ~y ~LANb f'I Nl:::.- CA JE PUT TREE AUSTRALIAN WILLOW ff b-lcJi.N qjt-'],AC cpu 1=--E'-N f".ALM AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN ,6B, '3J--IOW N SIZE 1 GAL BOTANICAL NAME COMMON NAME PACIFIC MIST MANZANITA SPACING 6' REMARKS C;;,GAL 0GAL 0 q,,(.L ':JGAL 1 GAL 5GAL SGAL 1 GAL 1 GAL 1 GAL 6GAL 1 GAL 1 GAL 1 GAL sGAL 1 GAL 1 GAL 5 GAL 1 GAL ' ARCTOSTAPHYLOS 'PACIFIC MIST' BOUGAINVILLEA BRASILIENSIS BOUGAINVILLEA 6' BOUGAINVILLEA BOUGAINVILLEA 6' " SAN DIEGO RED " -blS-Tic•ri:i0 ·r-~· i'DYA-TJ4,1HPEST vi NI= =· ECHIUM FASTUOSUM PRIDE-OF-MADEIRA 6' GAL VEZIA SPECIOSA ISLAND BUSH 6' SNAPDRAGON HETEROMELES ARBUTIFOLIA TOYON 6' NERIUM OLEANDER 'HAWAII' OLEANDER CEANOTHUS GRISEUS HORIZONTALIS CARMEL CREEPER 6 O.C.' ( USED ON PRIVATE SLOPES ONL Y,l ARTEMIS/A c;ALIFORNICA CALIFORNIA SAGEBRUSH 6' 0. C. TRIANGULAR ERIOGONUM FASC/CULA TUM BUCJ<:IM-iEA T MALOSMA LAUR/NA LAUREL SUMAC SALVIA AP/ANA WHITE SAGE AGAPANTHUS 0.' PETER PAN' LILY-OF~ THE-NILE TULBAGHIA VIOLAC_EA SOCIETY GARLIC STRELITZIA REGINAE BIRD OF PARADISE POL YGALA DALMAISIANA SWEET PEA SHRUB 6' 0. C. TRIANGULAR 6 O.C. TRIANGULAR 6' 0. C. TRIANGULAR '..::.·r; -· "-- ' MIMULAS AURANTIACUS STICKY MONKEY FLOWER ~· ''"'8• . i;:; -1't 'c --~ MORA EA IRIDIOIDES FORTNIGHT LILY '/'. ~ ~ LANTANA MONTEVIDENSIS LANTANA APPROVE~l) F,OR PLAKTINC; 11 AS BL:IL T 11 A.Nl) IRRICiATION ONLY, -·-·--··"· ---- PLANTING NOTES AND DETAILS TNCLlJDING PRE:CISE TI l LI:.···---··· Di'TE -·-...... ,. ··- LOC:A 1'10 N Q}i' Pl,ANTING REVIEWED BY, i-\REAS. ... . -. .. INSPECTOR DATE 0, l'2.. <?"I L..fJ p A . ' ' J. r1ol-= -tc,r" ""10h.,Jl'i-1,:i!'.]"t ~ 5-/5'-'1' I~ ..... ,.,_,,_ ---'-----·--. ·-····-[ITJ[Cffy OF CARLSBAD S-lfTTS ------.,. . -·· lb PLANN'.NlJ DE.PARTMFNT -···-____ ,, ,., -----------.. -------- . --··. . """""""" LANDSCAPE IMPROVEMENTS ... -··· .. .. . .. .. -----FOR:· MARINERS POINT -·-·· . ·-··-· ·;?t£1tJr -Al-'F'ROVEC _-½~I .. . -. ····---- .. ASSISTANT PLANNING ll!RfTT[lR . .. - DWN BY: PROJ~CT~ ""'" DATE -DR.YWl~G NO IN:TIAL. DA"'"E 'Nl-:-IAI DATf INITIAL CHKLJ c; Y: RE'✓ISIO'J D[SCRIPTIO'J --· ··-'""" ...... EN GI NEER OF WORK □THcR APPROVAL cr-y APPKQ\/AL RV\JJ BY: .. C.M.W.D. -#86-504 i , f · I I ' I I ,' I \_ I \ 1 /1 . 1 , I i ' { ' I I ' I I I I /\ / I/ I . , \ \ -~ - +--',1, 110JJli ' ~. 12" -0 ,,--------; ? G) 1:.4" f'O"'>f J"DLl",1-1.',Ur YPhlP e· =- 0 c_,:,,i,--r:.c_ Tr-fr,o-r, 'i<'t @ (,,_l C.c.Cl'-f'.-l=--TT"'. /'i) 8d NAIL..~ f';.f-~:rr. (0 f1fjj,:,t-\-Ci .:APL (CJ .'.>LJ ;;"-I !"¼PL Q) 2·,c,; ,:;,-,f (OIJLJl-1 GUT m.!D © z';. ,( f' t::> fJ p 1-l<-J L.I < le., ~ L 0 FENCE @ I">< ,i' f4'-l'-,t+ Cerf µ,j[) WOOD no scale I ~:Ii ~ / < ~ I II "' I I ~ I I' I I , I'--I I I I ' i I ' ( ·➔' I ''"" I I I -' I ' ' I --~;-~ ~ " -4'-/ >~' O< e---/ -,_, .. .,. --~ >:-:_·· . .. . . ·. 4 . CD\'-: co CZUbf--,:-)Tt-LL. 1'-iPL-f'-''.>T © 13'; 21·~"''-{---C1t.r"'flt-1S @ 1_· ,oal.J.\..ri:. '1'.'LtJ-Twr->E-f,6-i L @ f1i-; /s.L i.)''-Ap~ .. @ ~i "aUAf'-C. '?l~~L, 1utpe. PP-!Ll4'.i:'I LTff) = ALL ORNAM:'.:NT Al IRON FENCING SHALL 3!; MANUFACTURED ACCORDING TO TH~ FOU.OWJNG S?ECIPICATIONS: COLD ROLLED TUBULAFl: STEEL 5HA:..L BE MIG W~L:>ED ALL 4 SIDES. ALL WELDS SHALL ee GROUND SMOOTH. A'..L STE;EL SHALL BE CLEANED OF fa.LL RUST ANO MIL. SCALE USING A BLAST ABRASIVE TO F'RODUCE A SURf=ACE PROFILE OF 2-4 M1LS-ELECIRCSIA"."ICALLY APPLY ZINK METALLIZING IN 2- 2M!L COATINGS (4MIL THICKNESS TOrAL WHEN WET.) FINAL PAINT COAT SHALL 3E PRO-LINE 1000 DELUX HIGH GLOSS MARINE 9LACK ENA~El.-2 MIL THICKNESS WET. c;",1-· ...;F~E;;;;;;.;,..N;;..;C=-=E'--------'O'--R_N"'""A"'""M"'"E .... NT"""'A-'-iL""-l""'R~O~N __ _ \!:::,) no scale 'l II)( l L,1' (.ci.Jl ' 0-f ll..,"'-1 (,UY. ',1/l r)(;UJf!A T\'1~-U--tuM>.l t;"-t-H':1 F_A,,X.lr;-~· ".I LIJ M P COW(~-TAN (() tr 4 flfVJ'f:C-· ~Qt,UT <".()LIQ ltf W 1 fl\,.J, ' WALL no scale -00 I I ~10 I '-._,, / ,, - -, CAL, ,_. I C:::f. \' ~ 0 MAG l,p,.U rsq. s ~~/'C.:,~:________t~:I.-::_--1~··~'~··~A~z~·~M!::..!.:c>0~____1.)~~J/ t==LATS be.L, AL,jc, ,-I I GRAPHIC SCALI: 1• = 4-0' 0 20' 40' BO' 120' 160' I I Joo l'9o Z-1 ; He'. T -J2 S, R 4 W, SBBM I I I f'l 1---l CAN ,--ALL OFFS!TE PLA.NTING A,ND IRRIGAT!Oll/ BY SA1\1Bl SEASIDE HEIGHTS TH[ ll6NTIOOT PlAllll6 GROUP ------ 702 FOl,IIITH STR!H OCEAIISIO£. CA 120ti4 18191722-1924 = PLU..S ~ SITE DESIGN _ LANDSCAPE ARCIITICTURE ' SE'.C 21 SEC ?B I L-14 PLANTING PLAN APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS I I I . I I ' •' I RC( --- RE\'l[)!([D BY: 1/</SPECTOR I I I I I , . I • .. I (' < ' '. : '\;:$' i ~ < < ' t,' I • .-. ; ' . I\·, r ½ : "AS BU/Lf EXP_ ' I' ' I 1 ., i I ' I r- ' I " ,, ' "'• ' I ' . ,, "'1;f, I \ ' V ('."I: 'f I '" ()Alf ()Alf . ' ' / I r-----+--+--------------+--+----+---+-------1~ CITY c;-CARLSBA~ ~u PLANNING fHWlllEf(T !llI1S ····-. -·· LANDSCAPE IMPROVEMENTS FOR I MARINERS POINT (ALGA . TO POINSETTIA LN. r---,--,--------------+---f--+---f------l i;:STA'[IT PlANNINQ_QIRECTOR 71 ~t b NOTE: PLANT COUNTS FOR THlS SHEET QNL V, REv1SION DESCR/PTlON ~--~-----1r--~'----1 L'--'D£S.._.,BY"'-':--~J:,R.~I~·=-:::---' -;:1--==--::.P"'ROJ~£i,;CT~II0;_=::::;:;1~1==;DRA;;:M;;~;:;::ll::;O=. == , OOE --1)11!: NIW. CHK'D BY:.--'-'A."---P'~-CT 91-12 341-3L OHR -. ctrr APmWN. FlD BK: _ _ C.M.W.D. -#86-504 ' ' - lL../ .., '-....? I I (j) ---:z. r ,...... i I =-. / ? ? .,-1 7 / ~ G) f C R r1A \.I t: ~ 1 hl,A,Tt f: I P-1 C, ~~IY - @ L.ODC,(..f'DLt-flN(. $ft,.~ 2' 171A. 10' U:..14ltT~ (» Lj?OW·Sff'<'..Alyl-lf ftt.£ fie. HAILE.-0; Dlt t>--pf"l"ZOVCP t:AUAL.. b ---G) f'J @ ~OOft;,AL.L FL~ft:o I "Af,,OV r.. f IN I !'.>H yR_Ar,>(.. @ f IN 1 ~rl 4Rt>-17t:. (}) fLAl-.lf1~~ FIT ~Mr.. v'!:.-ffH A~ tOC>ft,ALL.~ ~l..ARlf1 e,Of"fOt1 Df frr f£\ 5 ~f-.lt7 15 ~.A-L-LC?t-1 f JQ:..E.." ~ @e,,t,.L\('..flLL; !SlfC:.. SOIL f L. U? .AME-1-1 PM EJ-1 f 7 f'Ct ~01L.AHAL7'~17 ~A"' TREE ON FLAT GRADE OR SLOPE no scale I. C-01t'✓S-~1!0µ!7 '."""1 ~ t,J H~f..i c.JoTi::,9, -nz.._ ....ii,... r:'t.--e-1Ay 8, 0ZC",-IP7 t,.'" ? lh-P~~ v'7~t4 t,CffCM cF' i"~J,-i l"'-- z_ fr'.J -P.-, f-~ k'.f'i LJ-I::, ~N:'.:-, fV'c.f..Q.1T Gr\OU LD ~ J£. Tnv :JI Tri A K.JA Th-f i-P:,E, 1D flr!-ML'( 5£-T -P-iE- ~D e, I PALM PLANTING ITYP). L:-15 ' fjtct---11?':> 10 ~1-1A lf...l -rrw ,Af1'Fc,,: -t.-3 ~,-~.,,. ,A ff"!,'{"" iµ.,,,,-(.At...l.Aflci-J. ~l~[/§11 !~~ lil~i!§i i(fil ·C1Jtv1PA-c11:.L' rn---t:F1u.....- f1_..b.iJ r 7Ai,,,, ( '?f: e- ~ 1 f 1=-r I ch'-?) J, -;.. l< DI A-M If, i EP.. l CF &'rCi-7\ SHRUB PLANTING {TYP.) no scale R[AR YARD vA1v£s ----1-X; Cx) (>g-lll(t;-·•;o--........ _~ .. FRONT YARD VAL V[S PLAN ·:~~ ... ~---HOSE BIBB AT FRONT OF RESIDENCE ul--,J,;:::._ __ EXISTING GA TE VAL VE FOR MAIN WATER SUPPLY LIN£ .,_ ____ ··· MAINLINE TO IRRIGATION Sr'STEM j"'L,.t\H"":' i N!, ? ( r-i 0 ref!.~'=,; J D SHRUB PLANTING ON SLOPE (TYP.) · L::-15. no scale {,,'()UNO V/\LV[ UOX (r-1.JR()L[) -- MARKED VALVE BOX ..-!"' lN I AWN ARFAS :t· lN s·u1i'UO J\/i'[AS· *l DML VALV[ rmtSH Cf..'J\Ot .,__ ___ --,--,-,,.......,._~---~-~------------------....... -r----------------------f·. CAT£ VALVE F"/NISH GRADt ·1:::111:::1.1:::111:::i11:::111::,1·:::111:1 · 1 II 1 11 11 1 11 I 11 I j I .. ,, ', . 7 i -~ :2'. • ~ '\ ~ 4) , aJ 5 - r E~.ViALVE ..c. •II~ J. '--. I I II l -I --i.-------- • 7 \ -..: ,) I I I .... !. , ' ~l ' ' @ Ne.. RJSS:: l1"tf) 5CH. f_JO (±)F1N~H',~ @'-'lo· fVG B..LC'l'fr) @ fVC. ~II\! 70 ~CJ::. MANUAL ANTI-SIPHON NO SCALE • µ_v_c_ MAU ADAP/f.'R ' -·····"· STREET SURFACE --- EX/ENS/ON - I FN(Jf-1 l' .. C: P(O. MA/NUN[ 2 x 4 h'f_LJWOOD BLOCK OR BR/Ck -----·--TO REAR YARD VALVES NOTES: I. ALL PRIVATE YARD MA/NUN£ IS t" SCH 40 PVC POTABLE MAINLINE 35 FEET (SEE IMPROVEMENT DRAWINGS)\ . " . 12· MINIMUM REOUIRED --------- VERTICAL SEPARATION '~ (d .... (---SLE=VE RECLAIMED WATER ISRJGATION MAINLINE~ NOTE: ALL PECI.AIM/EOWA~F/ IRRIGATION P/PE AND SLEEVES $HAI.I. BE PURPLE AND LA8EL5D AS SPECIFIED IN: J ··sTANOARO SPECIFICATIONS FOR PRIVAT"c: IRRIGATION SYSTEMS" -CARI.SBAD RECI.AMATiCN .RULES ANO i'IEGULAT!ONS FCR CONSTRUCTION CF RECLA/MEO WATi=rl MAINS" OCTOBER 1993 F POTABLE MAINLINE CROSSING . N0IC.-,1LL GR0UNDCOVCR AND SHRUBS TO 8£ PL/iNT[D !\/ LOU/IL !N/1,NGUU\fi' :iF'ACING AS Sl·IOWN SECTION 2. ALL PRIVATE YARD LATERAL LIN£ IS 3/4" CL 200 PVC ( UN/FSS OTHERWIS[ NOTED ) 1/l" GRAVU C DUI' ''' --..... " ...... , "·-··--····-"-""""""'" MANUAL VAL VE I BALL VALVE TYPICAL PR/VA TE YARD P. 0. C. (POTABLE) NOT TO SCAL£ NOT TO SCALE NOT TO SCALE NOT TO SCALE ' .---SIDEWALK --METER BOX WIMETcR CURB-~ ~'IL-"-++ 24" --,/1-· l '- ' 12" MINIMUM 10' MINIMUM TO POTABLE MAINLINE IN STli= _ • 7 ----i RECLAIMED WATER..JRRIGA11ON MAINLINE W!SLEEVE --" PLANTING AND IRRIGATION DETAILS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCJ.,UDING PRECISE LOCATION OF PLANTIKG AREA.S. 11 AS BUIL T1 ' REVIE\.IED BY• IYSPECTDR L-15 DATE NOTE: VERT/CLE CLEARANCE OF 12· MINIMUM 15 MANDATOl'/Y WI--/EN CROSSING PATH 1---·-· _· t---+--_···-_-___ -_-____ -__ ::::~~~----~---_-__ -__ -____ -_ ========:====:====:====:====: /S/H;~-1 CITY OF CAR LS BAD ~ OF A/'OTABLE WATER LJNE. INSTALLATION OF RECLAIMED WATER /FlAIGATU,i I I u, PLI\NNING DEPARTMENT ~ MAJNUNE 24" FROM FACE OF SIDEWALK WILL PROVTOE THE NECE$SARY 10· HORIZONTAL CLEARANCE FROM POTABLE MAIM.INE IN TH_E.fiTREET. 1-----+--l----------·-···--· --··---~--+--+---+---1----0 LANDS CA p E IM p ROVE ME NT s .,_ ________________ ....., _____ ,.__-+--+---------------•----,---------~-+-----1-----1 FOR : H .POTABLE.SER,VJCE t:INE CROSSING ~====:===~===-=--=-~-~-=---~---~-~-~.-~ ... -.,_~,_-__ -,_-·---f------+---+--1--~ A_P_P_Ro_VE_o_~t,.L.'./C.,,..,,~~~:.!<'.:....-----..........J-/f.D .• f/ 1-----+--l---•-----------------+---+----4----1----' ASSISTANT PLANNING DIRECTOR t<~ -. -Pl ANN IN 6 702 FOU!ITKSTRUT DATE !NlnAL DATE JN:TIAL D.ATE INITlAl 4 .SI l!?IJIJ / Gl?OUNDCOV£R TRIANG/JLAR SPACING -----.r AO Up oceANStM, cA e205• IJ (819172219H 1--~c--+~-t----------------··· ·-+---+-->----+----1 DV'l',i BY: I PRO,.;ECT NO. I DRAWING NO RE VISION DE""CRIPTION -----·-----+---~---1 CHKD BY: --CT 91-12 341-3L cNGINccR OF WORK ·-' ' OTHER APPROVAL CITY APPROVAL RVVD BY, -· C.M.W.D. #86-504 C01V,'lTRUCTl01V SPECIFICATIONs'l I. CONSTRUCTION A. Scope of Work 1. This work shall consist of hardscape construction and flatwork such as walls, fences, decks. walks and planters. Bid price shall include all labor, materials, and equ1pmen"t costs as well as any other expenses necessary for the completion of this project. B. Staking & Layout 1. Field surveys for control of all construction and grading on the plans is the responsibility of the Contractor. All field surveys, including construction staking, shall be under the supervision of the Contractor and verified by the Landscape Architect 619-722-1924. Staking shall be performed on all items ordinarily requiring grade and alignment at intervals normally accepted by building trades involved. C. Fine Grading D. 1. Finish surfaces shall be free of irregular changes to provide a uniform grade or smooth tran5ition gradients. 2. Planter or lawn ereas receive topsoil amendment to within no more than .101 above or below required sub grade elevation. 3. Walkway finish surface shall be shaped to line, grade, and cross - section, with the finish surface not more than .1 O' above finish grade elevation. Concrete & Masonry 1. General a. Concrete work shall be constructed of Pnrtland cement concrete type II or IIA conforming to ASTM C1 50 unless otherwise specified. Concrete shall be prepared in a manner generally acceptable to the trade. The Contractor shall provide facilities for integrating any required installation of banding, sleeves or inserts specified and perform cutting and reinforcing of form required to accommodate them. Do not place any concrete until atl inserted items are installed in their proper locations, secured against displacement, clccrned, inspected, and approved_ b. All aggregates shall conform to ASTM C-144 for mortar and C-404 for grout. Water shall be clean and potable from a domestic source. 2. Walks a. General (11 Compact and tamp concrete in order to bring a 3/8'' layer of cement/mortar to the surface. Use wood screeds and masonry floats only, and apply the specified finishes after excess surface water has disappeared. (21 All walks shall be constructed of 2000 ps1 at 28 day concrete with a 4" nominal thickness. (Provide specified finish and retardant as noted on the plan.) Surface area of walk shall not exceed 100 sq. ft. without the incorporation of expansion joints. b. All concrete flatwork shall drain at 2% away from buildings and structures. Concrete walks shall drain with a 2% cross pitch. All water to be focused to subsurface drainage fixtures. 3. Expansion & Control Joints a. Expansion joints shall be constructed in curbs, walks and other paving as shown on the plan. Joints shall be installed vertically and extend to the full depth and width of the work. Expansion joints sh;;ill be 20'-0" on center, not to exceed a surface area of 100 square feet unless noted otherwise. b. Contra! joints shall be 5'-0" on center unless noted otherwise. Finish joint opening shall not be wider than 1 /8 inch. a. General b. (1 l Concrete Block (al Concrete masonry units shall be made with sand-gravel aggregate and shall conform to ASTM C90 for Grade NI units. The nominal size of units shall be as indicated on the plan. Design and finish of the CMU will be as indicated on the plans. lb) Masonry cement shall conform to ASTM C91 grade. Mortar for unit masonry shall comply with ASTM C270 Type M grade. Protect all material finishes, ledges, and projections from droppings of mortar. (cl Cement shall conform to ASTM C150 Type I, Low Alkali. One brand shall be used throughout the work. White cement shall be provided as required for use in colored mortar. Footing ( 11 All wall footings shall be reinforced concrete conforming to specifications for concrete. Refer to Specification ID-1 a. All footings shall be constructed as specified on the plan. Unless otherwise specified. reinforcing bar shall be placed continuously through the footing hori2ontally 12" o.c. and 36" o.c. vertically to tie into concrete block reinforcement bars. E. F. G. H. 5. Reinforcing Steel a. General ( 11 All re bar, wire and wire mesh reinforcement shall conform to details on plans unless otherwise noted. Before being placed in work, all reinforcing steel may have a very slight rusting finish to enhance bonding properties. Steel shall be entirely free of mill scale, mortar, oil, dirt, heavy rust or coating of any character which would likely destroy, reduce, or impair its proper bonding with concrete or mortar. (21 Reinforcing steel shall be either grade 40 or grade 60 billet steel conforming to ASTM A615. All bending or straightsning shall be accomplished so that the steel will not be damaged. Kinked bars shall not be used. (31 Wire mesh reinforcement shall conform to ASTM A 185. The gauge of wire and mesh dimensions shall be shown on the plan. (o. Cleanup a. The Contractor shall clean up & remove from the site all unused materials and debris resulting from the work performed. Wood 1 . General a_ Structural timber and lumber shall be Douglas Fir or Redwood as specified on the plan, along with the type of lumber grade used. Preserved or pres5ure treated lumber shall be used when required and when timber shall be in contact with or embedded in earth or concrete. All material shall structurally sound and free from warps and decay. All sizes shown on the plans refer to nominal siies and the American Lumber Standards rough and dressed sizes. 2. Header Board a. 2" X 4" Redwood header shall be construction rough heart for all straight runs. Three 1.31 ply Redwood lamination header of 112" X 4" construction rough heart shall be used for curves. Support stakes shall be 2" X 2" X 12., Redwood located at splices, corners, and intervals not to exceed 6'-0" and driven slightly below the top of the header. Splice plates shall be used at butt Joints. Header shall be nailed to stakes with two 12) Bd nails. Splice plates shall be centered on the joint and nailed to each header with four (4) 8d nails. Drainage 1. General a. All drainpipe shall be ABS plastic. solid wall pipe. Pipe, fittings and joints shall conform to ASTM D-2751 unless otherwise specified on the plan. b. Drain pipe shall pitch and drain at a .5% minimum slope away from all drain inlets. 2. Drain Inlets a. Drainage inlets will be ABS plastic unless otherwise specified on the plan. Installation will be per manufacturer's specification. b. Planter areas of shrub or ground cover shall receive 4" atrium grate inlet. c. Turf areas shall receive grade mounted drainage inlet or drop inlet as noted on the plan. d. Hardscape or paved areas shall receive grade mounted drop inlet or catch basins as noted on the plan. Excavation 1. Dig trenches to a uniform width and depth as specified on plans or as required for proper installation of pipe. Provide 6" to 9" clearance on both sides of pipe. Carry depth of trenches for piping to establish indicated flow lines and inven: elevations. Ornamental Iron 1. General a. All decorative steel tube, and ornamental iron material shall meet ASTM 513 conformity for tubular steel. Standard nominal thickness tolerance shall be .065 mil. 2. Connections 3. a. All attachments, welds, and connections shall be as specified on the plan. All welds shall be ground smooth. Any debris or dirt shall be cleaned from all surfaces. Finishes -Separate Spec for Galvanized and Primer/Sealer on Raw Steel a. Galvanized Finish Option 1. Ornamental iron shall have a galvanized finish or equal_ All surfaces shall be free of defects and structural flaws. Clean surfaces free of dust, oil, dirt or other contaminates prior to priming or painting. Remove all foreign matter and clean entire surface with mineral spirits. Apply primer the same day. b. Manufacture Option (l) Cold rolled tubular steel shall be MIG welded on all four sides. panel to be hand scrubbed with trichrolothane RCFRT-17-500 and dipped into "Blue Grip" iron phosphate etching solution. (21 Panel to be electronically sprayed with 2 full coats 12 mil thickness per each coat, to be 4 mil thickness wet) of Zinc-rich metalhide primer with rust inhibitive pigments. c. Color finishes shall be as specified on the plan and shall receive a minimum of 2 coats rust inhibiting, zinc.rich primer prior to final painting. d. All color finishes specified on plan and shall comply with State and local regulation~ governing the use of paint materisls. e. All materials for painting shall be delivered to the site in unopened containers bearing manufacturer's name and product description. Storage of materials shall be in a clean, dry and well ventilated area. Close all containers. f. Protect all adjacent surfaces from paint smears, spatters and droppings. Use drop cloths to protect walks, plant material, lawns and other areas. Mask surfaces or hardware where required. Apply paint or primer by brush roller or spray evenly and free from runs or holidays. Allow each coat to thoroughly dry before ~ucceeding coat are applied_ Repair all voids, nicks, dents, etc. with suit;sble patch compound and finish-.flush to adjacent surface. IRRIGATION SPECIFICATIONS IL IRRIGATION A. SCOPE OF WORK 1 . This work shall consist of the installation of a complete automatic irrigation system as shown on the plans. Bid price shall include all labor, materials, tools and equipment costs as well as any other expenses necessary for the completion of this project. B. E'l.8.tl 1. The plan is diagrammatic. Refer to notes. details, and legends to verify locations of irrigation equipment. 2. Contractor shall carefully check and verify conditions on-site and be familiar with the location and details of on-site connections of water and power .sources. 3. Discrepancies between the plan elements and/or site conditions must be brought to the attention of the Owner's Representative during bidding and prior to proceeding with any work. Failure to do so will result in responsibility by the Contractor for any and all revisions that result therefrom. C. MATERIALS 1. All materials shall conform to the local ordinances governing irrigation equipment. 2. All materials and equipment shall be new. and shall conform to the standards of specification by the manufacturer. 3. Under any circumstances, no substitution of equipment will be allowed without prior written approval of the Landscape Architect. Contractor shall submit data to support claims of equal performance Standards of performance of specified materials and equipment shall be used as a performance standard; substitute material must match specified material_ 4. Equipment and materials shall be as called out on the plan legend. D. LAYOUT 1. Prior to installation, Contractor shall mark-out, with chalk or equal, all pressure supply lines and laterals, indicate the locations of irrigation heads and valve manifolds. 2. Layout shall be such that no hindrance or interference with planting or hardscape: construction occurs_ 3. Owner's Representative shall approve layout and verify the location of control clocks prior to installation. E. INSTAI I ATION 1. Irrigation heads and risers shall be installed perpendicular to finish grade and/or manufactured slopes and checked for adequate coverage prior to permanent staking. 2. All irrigation lines shall have a minimum clearance of six (6) inches from each other. 3. 811 g1 ade F'iisi. ,~ sl.all "e !!!UF'!'erteeJ eel"'lt:iflt1ehliely anel st:alrneJ eg l"'!eees,e.trty te prcveFlt slippage ancl disruption per l'Fl□nufsetl:Her's Feesfl Pt1e1,ele=tism1. 4. Flush all lines prior to installation of sprinkler heads. 5. Spacing of heads shall not exceed the radius indicated in the irrigation legend. 6. Thoroughly flush all (lateral) lines prior to installation of sprinkler heads and/or drip emitters. After installation of drip emitters, flush laterals a second time before capping and pressuri,ing PVC lines. 7. After emitters have been installed, open furrows to each planting basin and lay distribution tubing in furrows as directed on plan. 8. Connect distribution tubing to emitter (flush) and install insect plug at outlet. 9. Cover tubing and stake per plan detail. F. TESTING 1. PRESSURE TESTS a. All pressure mains shall be capped and tested at a hydrostatic pressu're of 1 50 p.s.i. for a period of .Jh.,r 14) hours and prove water-tight, prior to installing remote control valves. Any leaky fittings, joints and pipe shall be replaced and the line retested. b. Lateral lines shall be capped and tested at the design pressure, at the last head, for three (3) hours, and prove water-tight, prior to installation pf sprinkler heads. Any leaky valves, joints, fittings or pipe shall be ·replaced and the line retested. c. All pressure tests shall.be performed in the presence of the Owner's Representative and City Landscape Inspector. d. Contractor shall provide all equipment necessary to conduct hydrostatic testing. e. Contractor shall notify City Inspector 48 hours prior to hydrostatic testing. 2. COVERAGE TEST a. When system is complete. Contractor shall perform a coverage test to determine that coverage is adequate and complete. c.ity l~r" ... hall ""f1't""""'-co.....-.r~e. -t.-...i-. b. Adjustments shall be made by the Contractor to compensate for site conditions and variations in grade: (1) Heads shall be adjusted in height and alignment after planting is completed and prior to hydroseeding to ensure adequate coverage and that spray stream clears adjacent plant material. G. CONTROi i ER SYSTEM 1. Controller shall be a solid state microprocessor based unit providing for manual or completely automatic function. a. Each station shall be capable of programming from 1-59 minutes and shall operate a minimum of on~ 24 VAC remote valve per station. b. Controller shall have capacity for everyday, every other, or every third day programming and shall indicate the days watering occurs as well as indicating if watering occurs on the current day. c. Controller shall have 4 separate start times per day; each individual start time shall be programmable at any time of day. 2. WIRING a. Wire sizing for control valve wires shall conform to the following chart: 0 -500 ft. -14 GA 501 -1,000 ft. ~ 1 2 GA 1,001 • 1,500 ft. -10 GA In no case shall any valve be more than 1,500 ft. from controller. b. Wire color shall be as follows: (1) Controller system wiring shall be per detail on plans. 12) Pilot wires shall be a different color wire for each controller. 13) Common wires shall be white with a different color stripe for each controller. c. Wiring shall be taped together at 10 foot intervals. d. Provide expansion curls within 3 feet of each wire connection and at each change of direction by wrapping 6 turns cf wire around a 1 •inch diameter pipe, then withdrawing the pipe. e. All splices shall be made with Scotch-Loe #3576 Connector Seal Packs and Pen-Tite wire connector. Use one splice per connector :sealing pack. H. FINAL ACCEPTANCE 1. Contractor shall demonstrate to Owner the operation of each system and piece of equipment. 2. Contractor shall provide all manufacturer's data for all equipment. 3. Contractor shall provide an 'as built' plan depicting the actual locations of lines, heads. valves and controlling systems. Each valve for each controller will be clearly shown and its station number indicated. 4. Contractor shall provide copies of each controller program, keys to the enclosure, and any special tools delivered as a stock accessory to any of the equipment. 5. Maintenance period shall not commence until the requirements of this subsection have been fulfilled to the satisfaction and acceptance of the Owner_ I. GUARANTEE Contractor shall guarantee that the entire irrigation system is free from defects and workmanship, for a period of one ye:;:ir; ordinary wear and tear, unusual abuse, or neglect excepted. J. MAINTENANCE 1. OPERATION b. Periodically {e minimum of once a rnonth) Contractor shall check all systems for proper operation and coverage. All heads are to be adjusted as necessary for unimpeded coverage. Adjust outlets of distribution tubing as required for growth of plant material. Observe the site regularly for puddling and run-off. Change length and/or frequency of the irrigation cycle to elirninate any problems. c. Check filter mesh condition within five to seven days of initial operation. If clean, check again in 30 days. Check condition of filter until a regular maintenance interval can be established for each site~specific system_ d. The lines shall be flushed periodically and whenever repairs have been done on the system. If water quality is adequate, perform flushing at least once a month for 30 to 60 seconds. e. Monitor and maintain optimum operating pressures throughout the system. f. In March, all valve boxes shall be checked for sail invasion, cleaned out and new gravel replaced as noted in original specifications_ g. All screens in backflow preventer strainers shall be checked and cleaned at least three (3) times per year or as often as necessary. h. Contractor shall utilize a repeat cycle on controller to eliminate excessive run~off. 1. To insure minimal obstruction of irrigation spray patterns, Contractor will be responsible for trimming and making necessary adjustments to riser height as plant material growth rates indicate_ j. All systems shall be personally observed by the Contractor during operation cycle at least once per month to verify effectiveness of sprinkler operation . k. Contractor shall throttle down valves enough to prevent useless fogging, allowing droplets for effective watering. I. Hours of scheduled operation will be programmed to minimize disease occurrence of plant material end reduce possible nuisance from sprinkler operation to pedestrians or vehicles. To prevent leaf burn of many plant species, do not operate the irrigation system during warm daylight hours, generally between 9:00 a.m. and 5:00 p.m. 2. MAINTENANCE a. Any repairs made by the Contractor will be in accordance with the original details or as d:rected by Owner's Representative. b. Repairs to irrigation system caused by conditions under which the Contractor does not have any direct control shall be paid for by the Owner as extra work. Such repairs are those caused by vandalism, normal wear and tear .. storm damage (acts of God), or by other parties. It shall be the Contractor's responsibility to report such conditions immediately to Owner's Repre.5entative_ c. Contractor shall make minor repairs under this contract. Minor repair shall be defined as an occasional repair such as a broken riser, which can be repaired easily without the need of a specialist. d. Malfunctions of any nature which are deemed to be the fault of materials or workmanship still covered under original installation guarantee shall be reported immediately to the Owner's Representative. e. Contractor shall furnish his own hoses. nozzles, sprays, and controller keys as required. f. Any damages to system caused by Contractor's operations shall be repaired without charge to the Owner. Repairs shall be made within one watering period. g. It will not be the responsibility of the Contractor to pay for heads requiring replacement. but he will be responsible for the labor involved. Heads shall be of the exact type as previously installed. Substitution will be allowed only with prior approval of City. a. Contractor shall adjust his watering schedule equal to the application rate each area is capable of receiving, based on topography, soil type, plant material, season and weather factors. Owner's Representative shall be given a key to controller and instructions on how to turn off system in case of emergency. L-16 SPECIFICATIONS APllRQ Vr~D FOR PLANTIKC{ AND IRRIC;ATION ONLY, IKC:LlJDINC; J)R.l:.;ClSr: H l: 11 APPROVED LOC:,\'l'lON Of' PLANTTNC~ REV!E'w0 D BY, ARF, AC:: J I-., • ENGINEERING PLANCHECKER DA. It I----+---+--·. -. ........... --------+----+----+-·· , ..... I-----+----+-----·-.. . .. , ..... , .. _ ·------+----+----+--. ··-··· .... I-----+----+-·---·· _, ....... ............. ····-· ---·---·--t---·-··-+-----+--. .. -...... ·--------------·"-"·········- ·-··-···· ------------·-·-.-·· ..... ,. . .. . ·-.. ··------------------····· ··--·- -----------------------j---------- -----------------------j-. ------------······--- .... ··------------------+---··· .. --, "-···· -- . ·-.. ·-------------------+--··-.. -····-, ....... . 1-----+----4···---------------···"··"·-·-·"·"· -------------------···-.. . ··-··-· ····--DAT[ INITIAL DA TE INITIAL CATE NITIAI ENGINEER OF WORK REVISION DC:SCRIPTIOfl OTH[R APPRJVAL .. ,.,,_ l'JSPECTLJR DATE il·7i'[[TJ CITY-OF-·CARLSBi,D Pl ANNING DEPARTMENT .. SHEET<: 16 LANDSCAPE IMPROVEMENTS FOR: Mfi-RINERS POINT APPROVED ~"'-· --=~ it=,J, _____ 7 _1 f(, t£ ASSISTANT PLA'JHNG Dl'<[CTOR CATF DWN BY: CHKD BY: __ _ RV\JD BY -l[llRAW'JG r,o '641 -?L .... '' .... , ..... I K. ADDITIONAL WATER LINE NOTES 1. Warning :ape. All PVC potable water piping installed within the same project limits as the private reclaimed water piping shall be installed in accordance with the uniform plumbing code and all other local governing codes, rules, and regulations. the pipe shall be continuously and permanently marked with the manufactures name or trademark, nominal size, and schedule or class indicating the pressure rating. In addition, al PVC potable water piping shall be blue or shall be white with blue stenciling appearing on both sides of the pipe with the marking .. POTABLE WATER"" in 5/8" letters repeated every 12 inches and blue tape identifying it as a potable water line and stating "CAUTION: WATER LINE BlJRIED BEi OW ... The plastic warning tape shall be prepared with silver printing on a purple field having the words :'...CAUTION RECLAIMED WATER LINE BELOW ... The overall width shall be 3 inches. Warning /caution) tape shall be as manufactured by Thor Enterprises, Inc., P.O. Box 450, Sun Prairie. Wisconsin, 53590, (Phone: (608) 837- 7197). Warning tapes shall be installed directly on top of the 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 length by plastic tape banded around the pipe with fasteners no more then five 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. 2. SEPARATION BETWEEN WATER, SEWER, RECLAIMED WATER I INE$ AND OTHER Ul'll2_ERG_B_.Q_lJ_lj,P_lJJII !TIES Horizontal and vertical separation of water, reclaimed water and sewer mains shall adhere to State of California Department of Environmental Health .. Criteria for the Separation of Water Mains and Sanitary Sewers". a. Horizontal Separation: Ten (1 O') foot minimum separation between water, sewer, and reclaimed water mains shall be maintained. Any special situation requiring less separation will require District approvaL b. Vertical Separatio.o: Twelve (12"1 inches minimum separation between water, sewer, end reclaimed water shall be maintained at all crossings, all crossing should be at 90 degree angles horizontally. Normally, water, sewer, and reclaimed water shall be located horizontally from the streets finish grade surface in the order of the higher quality, i.e .. water shall be above reclaimed, reclaimed above sanitary sewer PLANTING SPECIFICATIONS IIL PLANTING A. SCOPE OF WORK 1. This work shall consist of performance of soil preparation, planting and hydroseeding of those materials called out on the plans and installation of material per the details depicted on the plans_ Bid price for this work shall include all labor, materials, tool and equipment costs as well as any other appurtenances necessary for the completion of this project_ B. PLAN 1. The plan is diagrammatic. All plant material locations shown are approximate. Plant symbols take precedence over quantities. C MATERIALS 1. PLANTS a. All plants shall be healthy, of normal growth, well rooted and free of diseases and insects. Quality and size shall conform to the state of California Grading Cade of nursery stock, number one grade. b. Plant material shall not be root-bound_ Owner reserves the right to reject any and all material found to be defective. Defective material shall be removed from site and replaced with acceptable material at Contractor's expense. c. Contractor shall be responsible for damage to plant material due to negligence or irrigation system failure during construction or during the maintenance period. 2. SEED a. All seed is to be delivered to the job site unmixed and in separate sealed containers. Each sealed container shall bear the seed suppliers tags indicating the container weight, seed type, purity and germination. b. All seed shall be labeled according to State and Federal Seed Laws. c. A sample of each seed type shall be drawn and held for testing before seeding operations. If any discrepancy between specifications and germination material is discovered, Contractor shall pay for seed tests by Ransom Labs (805) 684•3427, and shall replace seeded area with specified mix. D. SOIL PREPARATION 1. Planting areas of 4: 1 slope or less shall be ripped or serrated to a depth of six 16) inches in a horizontal direction prior to any planting or irrigation installation. 2. Backfill mix and amendments shall be as specified from soil tests. All backfill and amendments shall use native soil as a mix base. For bid purposes use: 6 parts On site soil 4 parts Nitrogen stabilized drganic amendrnent lb. 12-12-12 NPR fertilizer per cubic yard lbs. Iron sulphate per cubic yard E PLANTING. 1. General 2. a. Set plant plumb and hold rigidly in position until soil has been tamped firmly around ball or roots. b. Use only specified backfill mix for backfill of planter pit. c. Backfill pit with mix to half its depth and water thoroughly. Back fill remainder of pit with mix. Tap down firmly to eliminate all air pockets. Do not compact. d Construct watering basins equal to diameter of pit excavated for planting plant material. Depression of each basin shall be capable of holding a depth of 3 inches of water. e. After watering, any settlement within basins shail be refilled to required grade with prepared soil. Container-Grown Plants a. Can removal: Do not injure root ball Carefully remove plants witho_ut injury or damage to root ball. After removing plant, superficially cut edge-roots with knife an three sides. b Box removal: Remove bottom of plant boxes before planting. Remove sides of box without damage to root ball after positioning plant and partially backfilling C. Dig planting holes to accommodate root balls as per detail on plans. d. Hand backfill and ha11d tamp leaving a slight depression around plants. F. STAKING OE TREES 1, Stake designated trees as per detail, with minimum of one stake en windward side of tree. G. ill.'.PBOSEEDING H. 1 . General a. All slopes shall be clean and watered for three (3) days period to seeding to properly moisten the soil. All container plant material shall be installed prior to application of hydroseed mix. 2. Materials a_ Mulch'. Fibrous wood cellulose material, dyed green, containing no germination or growth-inhibiting materials. It shall have a consistent texture which disperses easlly and remains suspended in agitated water. Mulch shall be of the type specified on the plans and applied in the quantitie:; listed thereon. b. Tackifier: Shall be an organic base binder that will provide soil st1;3biliiation and allow moisture to penetrate into the soil. Tackifier shall be of the type specified and applied at the rate specified on the plans. c. Fertilizer: Shall be of a comrnercial grade of granuler or pelletized material, free-flowing and uniform in composition, with an N-P-K rating as specified on the plans, and applied in the quantities thereon. d. Seed shall be as described in Section 3B above and of the species and varieties listed on the plans and shall meet the purity and germination standards thereof. Application rates shall be as specified on the plans. 1. Equipment: Hydraulic equipment used for the application of slurry shall have a built-in agitation system with an operating capacity sufficient to agitate, suspend and homogeneously mix slurry. Distribution lines shall be large enough to prevent stoppage and to provide even distribution of the slurry over the ground. In order to facilitate proper coverage, the pump must be capable of exerting up to 1 50 PSI at the nozzle. The slurry tanks shall have a minimum capacity of 1500 gallons end shall be mounted on a traveling unit which will place the slurrv tank and spray nozzle within sufficient proximity to the areas to be seeded so as to provide uniform distribution without waste. 2. The mixture of seed and additives are to be applied by hydro-mulching machine. The nozzle height shall be between 6' and 1 O' above grcund level. Discharged pressure at the nozzle shall be 100 PSI. 3. Preparation: The slurry preparation shall take place at the work site. a. With the engine at half throttle, begin adding water_ When the water level reaches the height of the agitator shaft, good recirculation shall be establ,shed. b. Add fertilizer per hydroseed mix on plans when tank is at least one-third full of water. c. Engine throttle shall then be opened fully when tank is half full of water and all fertilizer has been added" d. Wood pulp mulch shall be added, and the entire amounl specified on plans shall be added by the time the tank is two-thirds to three-quarters f u 11. e. Seed, in the quantities specified on the plan, shall be added last, and the tank brought to its full water capacity. f. Spraying shall commence immediately when tank is filled. 4. Application: The operator shall spray the slopes with a uniform, visible coat by using the green color of the wood pulp a_s a guide. The slurry shall be applied in a sweeping motion and in an arched stream so as to fall like rein, allowing the wood fibers to build on each other until a good coat is achieved. and the material is spread at the required rate per acre. 5. Time limit: All slurry mixture which has not been applied to the slopes within four hours after mixing will be rejected and removed from the project at the Contractor's expense. 6-Protection: The Contractor shall protect all areas not being treated against trespassing and from damage at all times. Special care should be exercised to prevent any slurry being sprayed on plant container stock, the slopes Inside reservoir basins, or drainage ditches and channels which may impede the free flow of rain or irrigation water. Any slurry spilled into restricted areas shall be cleaned up at the Contractor's expense and to the satisfaction of the Owner. K. GENERAi 1. Maintenance for all palm planting areas will be for a minimum of 120 days exclusive of other maintenance requirements for the project. The Contractor shall also follow direct maintenance as specified. Re.fer to Specification Section J for additional information and direction. L. GUARANTE:f All shrubs and trees shall be guc1ranteed by the Contractor for the following lengths of time upon completion of the specified maintenance period: 1. All trees and shrubs for duration of maintenance period. 2 All one gallon shrubs -120 days. 3. All five gallon trees and shrubs -120 days. 4_ All 15 gallon trees and larger -180 days. M_ MAINTENANGF 1. Maintenance period shall be for 120 calendar days, commencing from date of final acceptance by Owner's Representative and City Landscape Inspector. 2. Plant maintenance shall consist of the following: a. Care and maintenance of plant basins for container stock. Removal of known noxious weeds from project area. b. Replacement of diseased or dead container stock. C. Clearing of drainage structures of debris that might impede the flow of water through them. d. Contractor shall inspect the site no less than once per week during the 0t1eht<-1a. f~inae. II -'.'.> 'J"'I maintenance period. Aq~~ ' pe~r f .... h · 1b . I :/"'I ~riia O<:Jeh0 ----P~::--- le<lC<>iaena fli>!'-,, ~ 12-'' o.c. I I t:'LAN Vll::-1,...J I II -"-~ I -!: Q.7' kJ,a,.I I mci...t be foe.ate<! t><-iJ,e,i<.k o{I =t'l'IO.r' ~f91-1t1i..,e ·.n1---+----'"l<.-lit::>aghia !½ -I 'Jal £ vioocea '!,o .. o.c. ~-f -± 'bf)..' W.e.11 ....,,u-I= <;,'\'¾ ( I oU<tlld out,,..id:e oJl. 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" AL-L ~t----iT COLolZ-~ALL ~ ,hppj20vr::.t:, t.o1 OI..JNJ2F,/LAN~~ ~H 1Tic,c.T c:.HAF?-T M01n Col""' Aze;v,t Gob...- ~·lea..P.c-4, l,._jhrk.+io"'er"ln') ~ia 'C/"~ I P.,.lc=-' LPbclia Jl;,(l::.-purt:7lc futun1a l,.jhik fe.-luni.a 1t-,...1llcl'.,l,s, Fa,le:il-J ·\'tr5T7N9 '1 ,, 4--- ffi 'f,AL,L, ".:o!Ld. furrle, f-y l,Jhrle/'(eJ low "f'.aan,e;y W hi re A 'S5l-l rn L-17 -t 'b<'L' Nail V>ll.j<s,.~ be -.___ lo~ oui""-ide ~ = ..-.,er <a>i ':l hi-Ii' v,e ( ---<q I \ kl I N'fF-t2- ka:nt Color' 'l r:,la~ wi::k, APPROVED ENGINEERING PLANCHECKt.R UA TE APPROVED FO f< F)LANrl'lNG .AND IRRIC~ATlC)N O:\L '{, INCLlJDI~C; PREC~ISE: LOC~ATlO N Ola" PL.A.NTIKC; AREAC:.: ... ~ f...~- -··-···-···---+------1----<-----l----1 DATE INITAL DATE INITIA~ REVISION DESCRIPTION ~TH[R APPROVAL CITY APPROVAL SPECIFICATIONS· BU I l_ T 11 TITLE REVlEwED BY, INSP~C I UR DATE , SHEETS 16 FOR: MA," .... ,ERS PO. T