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HomeMy WebLinkAboutDWG 444-6L; PD 06-12; VILLAGIO LANDSLIDE STABLIZATION; 01-07GENERAL NOTES RECYCLED WATER NOTES, 1. ALL WORK SHALL BE DONE 1H ACCOROANCfi "11H 11-tE OLIVENHAIN MUNICIPAL WATER DISTRICT'S "CARLSBAD Rt/t.ES ... REGULATIONS fOR CONSTl'IUCTION OF RECYCLED WATER MAINS" DA 1"EO OCTOBER 11193. 2. DRINKING FOUNTAINS SHALL BE PR(>;iCTEO FROM SPRAY OF RECYCl.£l> WATER BEST MANAGEMENT PRACTIC£S SHAU, 9E USED TO MtHIMll£ RECYCLED WATER ENCROACHMENT ON PUBLIC fACILITES SUQ-1 AS PICNIC TABLES, eso·s. PlAY- GROUNOS, SAND TOT LOT$, ETC. J. BE'ST MANAGEMENT PRACTICES SHALL BE USED TO EUMINATE OR CONTROi.. TO THE BEST EXTENT POSSIBLE, PONDING. RUN-Of'f, OVER SPRAY ANO MISTING. 4. HOSE BIBS ARE Sl'RICTL Y PROHIBITED 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCL£0 WAl£R LINES ANO POTABLE WATER LINES IS STRICTLY PROHIEll"lt:D. 11. NO SU!!STITUTION OF PIPE MATERIALS Will BE ALLOWED 'MlHOUT PRIOR APPROVAL Of THE OLIVENHAIN MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HA\/£ WARt,!ING TAPE PER THE CARLSBAD lot\JNlctPAL WATER DISl'RICT'S RULES ANO REGULATIONS. • I!. JHt IRRIGATI(lN SYSTEMS SHALL RUN 8£TWEEN THE HOURS OF 10: 00 P.M. AND 6: OD A.M. TI-IE FOLLOWING MORNING (SPOT IRRIGATION COUU> 8E DON£ AT A DIFFERENT TIME) Y,ITH QUALIFIED SUl>ERVISION PERSONNEL ON SITE. 9. PROVIOE A MINIMUM Of AT LEAST 18 INCHES OF COVER OVER ALL 'MRING ANO -ING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT l\1TH RECYCLED WATER.WHETHER BY WIND BLOWfll SPRAY OR BY OIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, 'M-IETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR AOJUSTED TO PREVENT 01/ER·-SPRAYING ON SIDEWALKS, STR£ETS, AND NON-OESIQ\IATED USE AREAS. • 12. RECYCLED WATER QUICK COUPLING VAL\1£S SHAl.L BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SP11<ES NOT · EXCHANGEABLE Willi POTA8LE QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS. 13. METERS SHALL BE SIZED BY THE OLIVENHAIN MUNICIPAL WATER DISTRICT. I. GUIOEUNES FOR RfCYC\ f:Q WflJEB USE 1. 2. 3. 4. 5. 6. 7. lRRlGA TE BETWEEN THE HOURS Of' 10: OOP.M. AND 6: OOA.M. i:JNLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTtNOEO DURING USE OUTSIDE THE NORMAL SCHEDULE. IRRIGATE IN A MANNER THAT WIil. MINIMIZE RUN-Off', POOLING AND PONDING. 1HE APPUCA TION RA TE SHALL NOT EXCEED THE INFIL lRA TION RA TE OF lHE SOIL TIMERS MUST 9E ADJUSTED SO AS TO BE COMPATIBLE MTH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEOUTE MAY BE FACILITATED SY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONlROL CLOCKS, (I.E.,EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MA)(JMUM SOIL ABSORPTION). ADJUST SPRAY HEADS TO ELIMINATE 0\-ERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER, FOR EXAMPLE, PRIVATE PA nos AND LOTS, STREETS, ANO SIDEWAU<S. MONITOR ANO MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MA TERI.AL$ FAILURE. BROKEN SPRINl(LER HEADS, LEAKS. UNRELIABLE VALVES. ETC. SHOULD 8E REPAIRED AS SOON AS THEY BECOME APPARENT. EDUCATE All MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS Of THE PRESENCE OF RECYCLED WATER. PERSONNEi. MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRt PURPOSES ONL y AND IS NOT APPROVED FDR DRJNl<ING PURPOSES, HAND. TOOL, WASHING, ETC. Gl\f:N THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY. IT IS IMPORTANT THIS INFOR- MATION BE DISSEMINATED ON AN ALMOST DAILY BASlS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE or YOUR EMPLOYEES. OBTAIN PRIOR APPROVAL Of ALL PROPOSED CHANGES ANO MOO!FICA TIONS TO ANY PRlVA TE ON SITE FACILITIT£S. SUCH CHANGES MUST BE SU8MITTtO TO AND APPROVED BY THE DISTRICT ENGINEERING OFFICE ANO DESIGNED IN ACCORDANCE WITH DISlRICT ST AND ARDS. ALL RECYCLED WATER SPRINKLER CONTl'IOL VAL \/ES SHALL BE TAGGED WITH IOENTiflCATION TAGS. H. ALL IRRIGATION PIPES SHALL BE STENCIU:D WIT!-! Ttt£ WARNING "NON POTABLE WATER" OR "RECYCLED WATER",COLOR COOED (PURPLE) ANO LAIO WITH WARNING TAPE AND STENCILING ORIENTED TOWARO lHE TOP OF THE l'RENCH PER OLIVENHAIN MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. A. TAGS SHALL BE WEA'lllERPROOF' PLASTIC, J" X ♦• PURPLE IN COLOR 'M TH THE WOROS"WARNING BECXGI EP WATER-DO NOT DRINK" tMPRIN1tD ON ONE SIDE, ANO AVISO-AGUA fMPURA-NQ IllMN3" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT /\NO BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EOUAL. 15. All POTABLE WA TI::R ANO RECYCLED WATER PIPING SH ALL 8E INSTALLED WITH THE STENCIUNG ORIENTED TOWARD THE TOP OF lHE TRENCH 16. WHEN A POTABLE WATER UNE ANO RECYCLED WATER UNE CROSS, THE RECYCLED LINE SHAlL BE INSTALLED WITHIN A PROTECllVE SLEEVE THE SLEEVE SHfil EXTEND 10 FEET FROM EACH SID£, fROM THE CENTER LINE or POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A TEN FOOT HORJZONTAL SEPARATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL llMES. THE POTABLE UNE MUST 8E INSTALLED ABOIIE THE RECYCLED LINE. 18. A MINIMUM Of 12 INCHES OF 1/ERTICAI. SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. • 19. THE CITY, DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION ANO COVERAGE TEST AS DIRECTED BY THE OLIVENHAIN MUNICIPAL WATER DISTRICT ANO,-THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH SERVICES PRIOR TO ANY USE OF RECYCLED WAlt:R. 20. QUICK COUPLING VAL I/ES USED IN RECYCLED WATER SYSTEMS SHALL CONfOIW TO THE FOLLOMNG: RE~YClEO WATER: QUICK COUPLING VALVES USEO IN RECYCLED WATER SYSTEMS SHALL H/\\IE ACME TYPE THREADS (Sl'IKES NOT INTERCHANGEABLE WITH POTABLE B. ONE TAG SHALL BE ATTACHED TO EACH VAL VE AS FOLLOWS: 1. ATTACH TO VAL\!£ STEM OIRECTL Y OR WITH PLASTIC TIE-WRAP llB. 2. ATTACH TO SOLENOl!,WIRE DIRECTLY OR l\1TH PLASTIC TIE-WRAP OR J. ATTACH TO VAL VE COVER WITH EXISTING VALVE COVER BOLT. 8. All SPRINKLER H£AOS SHALL BE IDEN11f1EO AS RECYCLED WATER SPRINKLER HEADS. H. EACH 11\.ITOMATIC CONTROLLER ANO ITS ASSOCIATED &:OUIPMENT SHALL BE IDENTIFIED WllH A SIGN BEARING THE WORDS"RECYCI fQ WATER Jjs'p FOR IBffiGATION" IN ENGLISH ANO SPANISH, WITH BLACK WATER QUICK COUPLER SPIKES) AND PURPLE COLORED LOCKING C0\1£RS PERMANENTLY LETTERS 1 HIGH ON A PURPLE BACKGROUND. TI-IE SIGN SHALL BE PLACED SO THAT IT CAN BE READll Y SEEN BY ANY OPERATIONS PERSONNEL UTILIZING TI-IE EQUIPMENT. A Tl ACHED TO TH£ VAL VE. QUICK COUPLING VAL I/ES SHALL BE NELSON NO. 7645. HUNTER NO. HV100A-RL-NP OR APPROVED EQUAL 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER OLIVENHAIN MUNlCIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT Of ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS Will BE FORWARDED TO THE NON-INSPECTING PARTY. •22. OE\IELOPER SHAU SHOW .RECYCLE~ WATER DO NOT DRINK' SIGN LOCATIONS ON THESE PLANS. •2J. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR l\1TH PLUMEJING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKf1.0W/CROSS-CONNECTION PROTECllON, AND '!HE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES Of THE DESIGNA TIDN, WITH CONTACT PHONE NUMBERS, SHALL BE PROVIDED TO OLIVENHAIN MUNlctPAL WATER DISTRICT ANO SAN OIEGO COUNTY DEPARTMENT Of' ENVIRONMENTAL H£AL lH. IN CASE OF EMERGENCY CONTACT: M1GHAa. U&M ('160) eo+l!n-4 (fill IN) (NAM£) (ta.NO.) OR AF'IER HOURS CONTACT: MICHAl!!l. U&M (160) &o-4-151'4 (flU IN) (NAM£) (1'.l.NO.) 24. SHOW All PU8!..IC ... Pf!IVA TE POT ABLE WATER MAINS ON lliE PLANS. 25. ON RECYCLED WATER SYSlEMS,ALL APPURTENANCES (SPRINKLER HEADS, VAL VE BOXES, ETC.) SHALL BE COLOR COOED PURPLE PER AWWA GUIDE LINES AND SECTION 404954 OF THE CALIFORNIA HEAL 1H ANO SAFETY CODE. 26. THE CONTRACTOR MUST NOTlfY THE CITY PLANNING DEPT. CONSUL TANT ADDITIONAL RECYCLED WATER NOTES A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. (7110) 438-1161 EXT. 4221, 72 HOURS (THREE WORl<KIND DAYS), PRIOR TO CONSlRUC110N. 27. THR LANDSCAPE: OR l!ffilGATOIN CONTRACTOR IS TD VERIFY EXISTING P.S.I. AT JOEi SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. \£RIF1CATOIN SHALL BE MAOE WITH THE APPROPRIATE WATER DISTRICT. 28. AI..L REDUCED PRESSUR( 8ACKFI.OW PRt\'(HT[RS SHALL 8£ 1£Slt0 AFTER IHSTAU.ATIOH, RELOCAllON, OR R£PAIRS BY A QTY Of' CARLS8AO APPROVED C£Rllf1EO TES-it:RS. fl. DEVELOPER/OWNER IS M:SPONSIEILE fOR SUPPL l'ING A COPY r,-'IMC TEST RE SUL TS TO 1ME Ol!VENHAIN IIUNICIP AL WATER OISlRICT. JO. WATtll SERI/ICE {POINT OF COHNECll0•O INSTALLATION, l[MPORARY OR PERMANENT, l!Hfil BE IN PLACE TO COINaDE WllH Pl.ANTING 'IIMlNG SPECIFIED IN SECTION V.A OF 1ME QTY OF CARLSBAD LANOSCAP[ MANUAL. • ITEMS NO. ll,lt,..,22,23 SHAU. EIE M:QUIMO JUST PftlOR 10 M AC1\1Al USI! OF RECYCLE!) WATER. ITEM NO. 22, 11-IE SIGNAOE PLAN SHALL 8E A PART OF THIS l,P, BUT rnE ACTIJAL SIGHS ~ T/\GS WIU. BE INSTAI..UD .AJST PRIOR TO ACl\JAL VSE OF RECYCt.m WAlER, DECLARATION OF ARCHITECT OF WORK I heart,y declare that I am the Landscape ArcMect of work for this project. that I have exercised responsible charge over this design of the 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 checl< of project drawings and speclficalions by the City of Cartsbad and the San Diego County Deptartment of Environmental Health is confined to review only and does not relieve me, as the licensed designer of work, of my responsibiltties for project design. These plans have been prepared in substantial conformance with the approved landscape concept plan, water conservation plan, fire protection plan, and all conditions of approval related to landscaoinq. -·-· FIRM NAME AND ADDRESS: MLASD, Inc 363 5th Ave., #201 San Diego, CA 92101 (819) 296-3150 SIGNATURE: --· --->~»-""'""~<:=. =···c..;.:::c.c:-::...,-,::__ David W. McCullough Registration No. 4048. exp. 12-31-06 f GENERAL NOTES M VI 1.c.~,L_1_0 AG10 at: '~·~AS () I ,,_As. c:.:c> lJ 1-,~ T ::~=:~:~~=::::;!::~:::~~5~~~NEERING INC SAN DIEGO. CA 0) (COLINA ROBLE) CONSTRUCTIONSCHEDULING ~ PRIOR TO THE START OF GRADING, TiiE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL LAN D S L I D E STAB I L I ZAT I O N OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING, N AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRJGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. LANDSCAPE PLANS THIS PROJECT IS A RECYCLED WATER APPLICATION * CONNECTING TO AN EXISTING RECYCLED WATER SYSTEM.* (PREVIOUS RW # 0936) KEY MAP IRRIGATION INSTALLATION INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATING ON SLOPES PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. BACKFLOW PREVENTION NOTE ALL IRRIGATION BACKFLOW PREVENTER$ SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE OLIVENHAIN MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE 'SCHEDULE K HARO COPPER'. APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE: www.ci.C8rlsbad,Cll uslpdfdoc.html7pld=340 INSPECTION PROCEDURES INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK._OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULc OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE, 'FINAL LANDSCAPE CERT/FICA T/ON FORM" FAX TO: 760-944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602 1. l!§rg<JJ:~DON SH!II 'NCfVoE· A. LOCATION OF PIPE LINES. B. TRENCH OEPTH. C. REQUIR£0 SEPARATION (HORIZONTALLY ANO VERllCAUY) D. PIPE IOENTinCATION. (P.O.C.'S) POINTS OF CONNECTION$. E. LOCATION AND IDENTiflCA TION Of SPRINKLER HEADS. F, WARNING SIGNS AT THE SITE ANO ON THE TRUCKS HAUUNG RECYCl.£0 WATER (IF RECYCLED WATER IS USED FOR CONSTl'IUCllON). AN APPROVAL LETTER REGARDING lHE INSPECTION Of THE PR0.£CT SHAU. 8[ OBTAINED FROM TI-IE OISl'RICT, AND BE fORWAROED TO THf; COUNTY HEAL'lll DEPARTMENT PRIOR TO flNAL INSPECTION APPROVAL. 2 QISJRfGI FJNAL INSfF;CTION St!:¥ 1 fNCLUQE· A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA ANO PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WARNING SIGNS ANO LABELS. C. QUICK COUPUNG VAi. VES. 0. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINOel.OWN SPRAY, RUNOfT, AND PONDING. E. REQUIRED PROTECTION Of ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION Of WELLS, S.TREAMS, RESERVOIRS, ETC. G. CROSS-CONN£CTION. 3· flNN\.IAL INSf'ECIJON $HAI 1 !NQ f IQ£; A COMPLETE INSPECTION ~ICH SHOOLO COVER PART A, PART B ANO PART G Of THE DISTRICTS FINAL INSPECTION. SHEET INDEX L-0.0 LANDSCAPE COVER SHEET L-1.1 LANDSCAPE CONSTRUCTION PLAN L-2.1 L-3.1 L-4.1 LANDSCAPE iRRIGA TION PLAN LANDSCAPE IRRIGATION DETAILS LANDSCAPE PLANTING PLAN/PLANTING DETAILS L-5.1-5.2 LANDSCAPE SPECIFICATIONS PREVIOUS AS-BUILT RW # 0936 L-0.0 DEPT. OF ENVIRONMENTAL HEALTH PLANNING DEPART~fE>IT APPROVAL //A~ 0 BUIL T 11 .~ -e DATE ✓1' /'1' I°' DATE; I I (SIGNED) (SIGNED) ~1~ ..... LttkS RCE EXP DATE . APPROVED FOR IRRIGA T!ON AND PLANTING R[ VIE\,ED BY, l_Af'J DSCAPE COVE R c----1:--IT. ONLY, INCLUDING PRECISE LOCATION OF OF PLANTING AREAS. u ...... INSPECT JR Didl ---·-·· ·~·---....... ., ...... ------------------------[~'JET I [C_ITXM~I~~£~~~~!3~D L?IJ mLa s ' ·----··--,,, ----~--- . ?uct?✓~r ,/,.$);:;,r /.d-h.:: .. , ;,.~. t.,.,.J.'!i<-~ PLANS 7 FOR: .. --·--···---· .. --. ------------~ VILLAGIO LANDSLIDE 363 5th Avent/8, Suite 201 San Diego, Califomie ~101 STABILIZATION I tel (619)296-3150 fax (619) 501-7725 ---· ' www.mlasd.com . , .... r,.04,] PLAN CHECK #3 ·---····-···· --·----------·········· -----Ar'PRQVrl Edt.t;ft·-OLIVEN HA; ~1 MUNICIPAL. WAIER DISTRICI 10-D4-06 ... M .. tq::. --·-· 09-18-06 .. -----···••'-• ·············••----PLAN CHECK #2 Pl..A~~N!N(; f-,--•-••s'-s-, ······-·····-·•--" DATE l\!rl" ~fO.\(tt'-f1' .. PLAN CHECK #1 08-17-06 DWN ov. .. I DRAWl!"G NQ ,. ······--•~.-----· ·········----·····-····-----... ---.. ··············--L., •• PROJECT NO. ----· DATE INI ~IAc.. ' DATE i INITl.t\t... [·ATE INITIAL KEN SIMMONS DJI. IE REVISICN DESCRIPTION CHKD GY: PD06-12 ! 444-6L o,sTRICI ENGINEER ENG!NE.£R OF WORKI O"lHER APPRCVP.L C!TY APPROVAL RVWD BY: ''""'··---- I \ I I I I 0 0 + 0 ~ RIGHT-OF-WAY LI NE 8' I I I RIGHT-OF-WAY LINE I IV EXISTING BRUSH DELINEATION LINE !refer ta b1olog1st report by RE. C or more information regarding. planbng recommendations) 5 LANDSCAPE CONSTRUCTION LEGEND )( )( )( )( -----1□1----<□>----<□ - EXTENT OF NEW PLANTING AND IRRIGATION ZONE (H.O.A. MAINTAINED) (RESTORE SIMILAR TO ORIGINAL CONDITION, PER AS-BUILT LANDSCAPE PLANS) (SEE SHEETS L2.1 AND L4.1 HEREIN) EXTENT OF NEW PLANTING AND IRRIGATION ZONE (HOMEOWNER MAINTAINED) (RESTORE SIMILAR TO ORIGINAL CONDITION, PER HOMEOWNER) •(NOT A PART/PER SEPARATE SUBMITTAL) EXTENT OF JUTE NETTING APPLICATION INSTALL PER MFG RECOMMENDATIONS PROPOSED 3' PERMANENT CHAIN LINK DEBRIS FENCE. 1" MESH VINYL COATED WITH PVT SLATS OR EQUIVALENT. SEE DETAIL 'C', THIS SHEET NEW 6' HT. WOOD FENCE GENERAL LEGEND 0 <iJ ® © © © (j) ASPHALT PAVING, by others CATCH BASIN (by others) CONCRETE CURB AND GUTTER, by others BROW DITCH TYPE B (by others) CONNECTION TO EXISTING BROW DITCH 5' WIDE CONCRETE SIDEWALK, by others RETAINING WALL, by others -HEIGHT VARIES(+/-4'-6') -FAUX STONE 'BOULDERSCAPE' TYPE FINISH -REFER TO ENGINEERING PLANS FOR MORE INFO. -- EXISTING MASONRY WALUPILASTER, to remain EXISTING MASONRY PILASTER, to remain ----------- ---- -------------<LOTLINE ------... " I I I I I RIGHT-OF-WAY LINE ' I I CfTY OF OCEHISIDE ,, PAClflC OCEAN .. CITV UMTTS \/lf""IMITV Ui\O -- I I I I I I I I I I I I I --.__,, I I I I I ,'✓ ;( .____ r ► -(/) 0 3 r ► 8 (/) + ~ () 0 C -JJ ~ RIGHT-OF-WAY LINE NEW IRON FENCE 4 / EXTENT OF EXISTING VISQUEEN -TO BE REMOVED / EXTENT OF LANDSLIDE 4 '( rlU-,t7, '--- '---'--. .____ ----'--. S) '· EXISTING BRUSH DELINEATION LINE " \ \ I I I 1 I I I I I \ (refer to b1olog1st report by RE.C. 1 for more tnformation regarding planting recommendations) \ \ \ I \ \ , /EXTENTOFEXISTING \ •••• : . VISQUEEN TO BE REMOVElll . , , I -. - • ... • + l I I / / / I I I I I I I J I I _.;:Wa:.:-· --~·w·::~:, · ----,, / . .. .. . --/l /'¼/,? ' • • '.?-----• + ... ~ . . . ( \ \ ♦ • ♦ ;;;.--='-"" .. ___:_. •_:...---- I \ APPROXIMATE LOCATION OF JUNCTION 'MTH EXISTING IRON FENCE. FIELD VERIFY EXTENT OF DAMAGE AND MAKE ADJUSTMENTS AS NECESSARY TO RETURN TO ORIGINAL STATE AND LOCATION. EXISTING IRON FENCE (O~;~# I q\ \ '-'@"~$~ ____ j \ \\ \/LOTLINE 293;2 --.., ,,,.. --\ 28 ----'\ . ~ \ ~ B \._EXTENT OF PRIVATE \ \ IMPROVEMENTS TO LO, 28, PER SEPARATE PERMIT '\,_ 1 (LUMBER, COLOR, FINISH, DESIGN, HARDWARE, etc. TO MATCH EXISTING ON SITE) REFERENCE DETAILS ON SHEET 19 OF 'AS-BUILT LANDSCAPE PLANS (DWG # 384-3L) ----<C>----CC>----<0 -NEW IRON VIEW FENCE ISIGNj 2 rn EO SECTION PLANVJEW (REPLACE IN KIND WHERE NECESSARY) (METAL, COLOR, FINISH, DESIGN, HARDWARE, etc. TO MATCH EXISTING ELSEWHERE ON SITE) REFERENCE DETAILS ON SHEET 19 OF 'AS-BUILT LANDSCAPE PLANS (DWG # 384-3L) NEW 6' HT. MASONRY PILASTER (TO MATCH PREVIOUS) (COLOR, FINISH, DESIGN, CAP, etc. TO MATCH EXISTING ELSEWHERE ON SITE) REFERENCE DETAILS ON SHEET 19 OF 'AS-BUILT LANDSCAPE PLANS (DWG # 384-3L) 'DO NOT DRINK' RECYCLED WATER SIGN SEE DETAIL 'B', THIS SHEET LEGEND: GROUNOCOVER OR SHRUB AREi\ CONCRETE. SMOOTH TROWEL FINIS., 3 114" RADIUS TOOLED EDGE 4 i\CJACENT Pl.ANTER AREA ' #3 RE&.R, CONTINUOUS , 2-l"OVERLAP 6 COMPACTED SUBGAADE (90%) 7 SCORE JOINT G 10'-0" O.C. TYPICAL +-------10'-0"O.C.-----~,- A I CONCR.ETE MOW STR.IP 36" HT. VINYL COATED CHAIN LINK DEBR.IS FENCE 1'1.f .S SCR[W LOCATHJI !This site is lrrigat.ed with I ~ ::sl~ ~'~ m• -" ::, :;i =a -r-+--RECYCLED -WATER -AGUA RECJCLADA ~ 0 ~ DO NOT ~1--DRINK ® NO BEBA EL AGUA l:i~ m > ~~ F-----+-L Aeency ol J ur"adiclion Na.me _J 36:Jrn 11 1,•1 30RC[R Hl'[CAL A-L AROUND MOONl !NC SCR['I' LDC.HIO~ ~oo NOT DRI NKK SIGN .. DO NO~ otrn« • SIGN. S:[ O[H!L "80Vi:. ~-~,---. -~....u- wooo ros r, Sl[ /IOTE .ti BC:LOW FINIS~ GRADE :: :®:== -;-- I '°°"" J N0TES :1a·1 Ml 1 l REFER re SECTION 15 1 5\ Of TM[ ~t[FJC,1,TIO'IS I ,t,CfNCv OF .UR!SDICrJON NAM£ ONLYJr Rf:OLIIR[ll 2J SIGNS SHAL Bf MMRIFACTUIIEO OF ALlJl,IJmJ1,1 SHH!, rH[n~ESS 1,6rm, C0-0fd~ Off 18 GJ,G[I ll THE SIGN SHAU li'iCORPORATE A PURPLE. BAC~CliOlJt<li) WITH WfilTE LETTERS AHO SYteDLS 4 SJGN5 SMALL BE WOUNTEO OM A 1()0,rpi,,; H)<l!lm c,· .-,·1 f'~ESSURF TRE"'1ED wooo Pas~ 900rtrri (36") FRCW f'!~ISrl GRAOf. ATTACH Tll[ SIG~ TD i~E PGST USING 6.41l!'l • 38""' (1,?,. 2'•tl ANOOIZEO LAG SCR£1t'; AlilO "4Sl!ERS 12 EACHI 'DO NOT DR.INK' R.ECLAIMED WATER. SIGN 3' HT. CHAIN LINK FENCE (see detail this sht) PROPOSED 6" WIDE CONCRETE MOW CURB (SEPARATES RECYCLED WATER AREAS FROM POTABLE WATER AREAS). SEE DETAIL 'A', THIS SHEET LEGEND: 1. 2" MESH, 9-GAGE BLACK VINYL COATED CHAINLINK, ATTACH ON BACK SIDE OF POSTS, HOG TIE TO RAIL, TENSION 'MRE & POST @ 2' O.C .. 2. 2 7/B{SCH 40), 1 7/8(16-GAGE) 3. 1 5/8 TOP RAIL (1 6-GAGE) 4. 7-GAGE GALVANIZED REINFORCING 5. 6. 7. TENSION 'MRE. FINISHED GRADE. 90% COMPACTED SUBGRADE. CONCRETE FOOTING, CROWN TOP TO DRAIN . NOTES: A ALL STEEL SHALL BE BLACK VINYL COATED. B. DETAIL IS FOR BID PURPOSES ONLY, CONTRACTOR SHALL FURNISH SHOP DWGS. FOR REVIEW AND APPROVAL PRIOR TO BEGINNING ANY WORK N.T.8 \ I L-1 • 1 DEPT. OF ENVIRONMENTAL HEALTH PLANNING DEPARTMENT APPROVAL 11 AS BUIL T 11 (SIGNED) DATE: / / (SIGNED) DATE: / / RC[ __ _ EXP ____ _ DATE I I ..._RIGHT-OF-WAY LINE \ ~ GRAPHIC SCALE 10 20 40 80 I I I I ( IN FEET) _.._,'"IL /J 1 INCH= 20 FT. RE VIE\JED BY , LANDSCAPE CONST. PLAN APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCA TlON OF OF PLANTING AREAS. INSPECTOR DATE m 1 a s ~~ ~~r 1~:.. . ....,_ 363 5th Awmue, SUlte 201 Sen Diego, Gallfomis 92101 ffJJ (619)296-.1150 fax (819) 501-1725 www.mlssd.com OLIVENHAIN MUNICIPAL WATER DISTRICT KEN SI MM ONS DISTRICT ENGINEER DATE l------l--+------------------l---+--+----+---I I S1 ET I ~==============~ CITY OF CARLSBAD PLANNING DEPARTMENT 1-----+----+-------------------+---+---+---+---1 [...,,.1>sl~l'€PLANS FOR: VILLAGIO LANDSLIDE STABILIZATION f-----+----+-------------jf------+---+---+----11 ~~fDq, E:ll~ ,.,, . ,~-C,(., I _PLANNING DATE _ :::D=w=N==B=Y=: ====;--;:1===P=R=o=J=Ec=T=N=o=. =:=:;-1;:::D=R=A=w=1N=G=N=o:::::_ CHKD BY PD06 12 444 6L l'-R,._,V_,,W"'-D--'B'--'-Y'-: ===.J '-----------__, - DATE IN 'TIAL ENGINEER OF WORK REVISION DESCRIPTION DATE IN ITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL r ► en 0 r ► en () 0 C ~ I T'-+-lf--,1<-"""'.t:-.,FOCl ---· --- ------- I I AREA ENLARGEMENT I I I I I I I I I I I I I I I I I I I I I I I --$-· I % - \ t1 J-U--:::+\rt-\-t-7' I -"I 1-.... ) ~ - I I r I I I I I I I I \ I I I I \ \ \ \ \ \ \ \ 1 "=8' 0 0 + -"' - HT-OF-WAY LINE ...,_ I I I ,, ,, I I ' • I i I ' ' C . r I \ I I RIGHT OF-WA y LINE I .. ____ .) .. ~- 4 ' 1 8 ' I :1 : 1::i ~ 6 ~ ~ \VEXISTING BRUSH DELINEATION LINE (refer lo biologist report by R E.C for more information regarchng pl~nting recommendations) q- 1,1" /EXTENT Of EXISTING VISOUEEN -'c=: TO BE REMOVED -....., 4 , ... i I\ I · I -·-I ' ::: ' ~ -,, '<""'"'°""'"'""' I I I I I I 8 I. I e \ I 8 a I \ 6 t 8 ' ' I 4 ' ' I ' I 4 ' I 4 - 4 \ 4 9 \ - 4 4 1" 9 4 l 4 --4 3 ' ...._ ...._ ...._ -... " '\ \ \ I I I I I I I I EXISTING BRUSH \ DELINEATION LINE \ 9 .,, (refer to biologist report b'j R.E.C 1 __ for more information regan:lng plartting recommendabons) \ I I \ \ 31.-~ EXTENT OF EXISTING \ \ / VISOUEEN TO BE REMOVE~ I I I I I I I \...01 i<a . I I I I I I ' 3/,, ' ' \ ' ' \ ,,,--LOT LINE / / / / / / /RR/GA TION LEGEND SYMBOL MANUF . & MODEL DESCRIPTION GPM RAD PSI DETAIL IRRIGATION NOTES G) RAINBIRD 1806-NP-15-ES 6" POP-UP 0 .30 @ RAINBIRD 1806-NP-15-SS 6" POP-UP 0.60 @ RAINBIRD NP-T-22 w/ .65 NOZZLE SHRUB ROTOR 0.65 © RAINBIRD NP-T-22 w/ 1.30 NOZZLE SHRUB ROTOR 1.30 ® RAINBIRD 1812-NP-SAM-PRS-10Q-PCS-040 12" POP-UP 0.40 ® RAINBIRD 1812-NP-SAM-PRS-1 OH-PCS-060 12" POP-UP 0.60 (j) RAIN BIRD PA-8S-NP-PRS-1 OQ-PCS-030 12" RISER 0.30 ® RAIN BIRD PA-8S-NP-PRS-1 OH-PCS-060 12" RISER 0.60 ® RAINBIRD 5000 SERIES ROTOR 18" STAKED RISER 6 .01 installed parallel to slope ®* RAINBIRD 5000 SERIES ROTOR 18" STAKED RISER 6.01 installed on-arade SYMBOL MANUF. & MODEL DESCRIPTION $ HUNTER ICV-XX1-F-AS PRESSURE REGULATING REMOTE CONTROL VALVE WITHIN A PURPLE PLASTIC VALVE BOX, SIZE PER PLAN ~ NELSON 7645 1" QUICK COUPLING VALVE W/ LOCKING PURPLE VINYL COVER IN A 10" ROUND PLASTIC BOX $ NIBCO T-113 BRONZE GATE VALVE W/ WHEEL HANDLE -LINE SIZE INSTALLED IN A PURPLE ROUND PLASTIC VALVE BOX ·••1•1•1••· RECYCLED WATER MAIN PURPLE PIPE, SIZE AS NOTED W/ MIN. 18" COVER; 4'x15' 35 'B', SHT. L3.1 4'x30' 35 'B', $HT. L3.1 16'-22' 35 'C', SHT. L3.1 16'-22' 35 'C', SHT. L3.1 10' 30 'B', SHT. L3.1 10' 30 'B', SHT. L3.1 10' 30 'C', SHT. L3.1 10' 30 'C', SHT. L3.1 46' 45 'K', SHT. L3.1 46' 45 'J', SHT. L3.1 DETAIL 'A', $HT. L3.1 'F', $HT. L3.1 'I', SHT. L3.1 'H', SHT. L3.1 1. CONTRACTOR SHALL PROPERLY INSTALL CONTROL WIRES AS NEEDED . 2. CONTRACTOR SHALL ENSURE THAT NEW REMOTE CONTROL VALVES ARE PROGRAMMED INTO EXISTING IRRIGATION CONTROLLER. 3. VALVES ARE SHOWN IN HAROSCAPE AREAS FOR GRAPHIC CLARITY ONLY. INSTALL VALVE MANIFOLDS ONLY IN PLANTER AREAS. 4. ALL NEWLY ADDED HARDWARE IS TOO MATCH EXISTING HARDWARE IN TYPE, MANUF.-.CTURE, MODEL NUMBER, etc. UNLESS OTHERWISE NOTED. 5. REFER TO 'AS-8UILr IRRIGATION PLANS FOR MORE INFORMATION ON EXISTING IRRIGATION SYSTEM I LOCATION OF CONTROLLER, ETC. PRESSURE CALCULATION (water meter to new point of connection) WATER METER SIZE: 1-1fZ' ELEVATION AT SOURCE 125 ELEVATION CHANGE: 15 x .433 = +6.5 PSI REMOTE CONTROL VALVE# •NEW-6" PSI LOSSES WATER METER 2.1 BACKFLOW PREVENTER 12.0 GATE VALVE 5.0 MAIN LINE 15.6 CONTROL VALVE -'-9 20'lO FITTING LOSS 6.6 PRESSURE REQUIRED GI HEAD 45.0 TOTAL SYSTEM LOSSES ~.7 1-z ~N .J £C :J <( (/) z . 00 (,) z w ~ C. (.) <( w OI (/) (.) 2" & LARGER CLASS 315 PROVIDE PVC SCH 40 PIPE SLEEVE (TWICE THE DIAMETER OF oz z~ ~ C. UNDER 2" SCH . 40 PVC THE MAINLINE) UNDER ALL PAVING W/ MIN. OF 24" COVER RECYCLED WATER LATERAL SIZE AS NOTED, INSTALLED ON-GRADE; SECURE WITH 3/4"+ SCH. 40 PVC APPROVED STAKING DEVICE EVERY 10' ON CENTER (ON GRADE) RECYCLED WATER LATERAL SIZE AS NOTED W/ MIN. 12" COVER; PROVIDE PVC SCH 3/4"+ SCH. 40 PVC 40 PIPE PURPLE LATERAL UNDER ALL PAVING W/ MIN. 18"COVER RECYCLED WATER LATERAL CAP END AT "l" SYMBOL LOCATION (EXISTING TO REMAIN) -------RECYCLED WATER MAIN NIA (EXISTING TO REMAIN) ALL LATERAL LINES ARE 3/4" UNLESSS OTHERWISE SPECIFIED. RECLAIMED WATER NOTES 'J', SHT. L3.1 'H', SHT. L3.1 N/A N/A STATIC PRESSURE AVAILABLE 75.30 PSI AT NEW POINT OF CONNECTION (TO EXISITING 'Z' LINE) PRESSURE CALCULATION (new point of connection to furthest head) REMOTE CONTROL VALVE# •NEW-r ELEVATION AT SOURCE 110 ELEVATION CHANGE: 20 lC .433 = .S.0 ?$1 STATIC PRESSURE AVAILABLE 75.30 PSI AT NEW POINT OF CONNECTION (TO EXISITING 2" LINE) CONTROL VALVE GATE VALVE LATERAL LINE 20'6 FITTING LOSS PRESSURE REQUIREO O HEAD PSI LOSSES 5.0 5,0 12.0 6.6 -45.0 1. PROVIDE AND INSTALL CHRISTY RECYCLED WATER ID TAGS ON ALL REMOTE CONTROL VALVES TOTAL SYSTEM LOSSES PRESSURE AT FARTHEST HEAD 30.8 45.2 2. ALL IRRIGATION PIPE SHALL BE PURPLE RECYCLED WATER PVC PIPE 3. ALL SPRINKLERS WITH EXPOSED EXTERIORS TO BE COLOR-CODED PURPLE 4. ALL VALVE BOXES TO BE COLOR-CODED PURPLE 5. INSTALL 'DO NOT DRINK' WARNING SIGNS WHERE NECESSARY *SEE SHEET L 1.1 FOR MORE SIGN LOCATIONS* "NP" = NON-POTABLE PIPE SIZE SCHEDULE GALLONS PER MINUTE PIPE SIZE GALLONS PER MINUTE PIPE SIZE SCHEDULE 4ll PRESSURE MAIN SCHEDULE 40 NON-PRESSURE LATERAL 0-8 9-12 13-22 3/4" 1" 1 1 /4" CLASS 315 PRESSURE MAIN 23-30 31-50 51-70 1 112" 2· 2 112" 0-10 11-16 17-26 27-36 37-al 314" 1· 1 114" 1 112" 2· ~ 1m VALVE STATION ID MISC. IRRIGATION NOTES CONTRACTOR SHALL FURNISH AND INSTALL RAIN BIRD PCS SCREENS IN ALL IRRIGATION HEADS AS NECESSARY TO ADJUST HEAD RADIUS TO ACHIEVE 100% HEAD-TO-HEAD COVERAGE WITH MINIMAL OVERSPRAY. □ EXTENT Of NEW PLANTING AND IRRIGATION ZONE (HOMEOWNER MAINTAINED) (RESTORE SIMILAR TO ORIGINAL CONDITION, PER HOMEOWNER) VALVE #1 NOTE VALVE "NEW 1" SERVES EXISTING: TYPE QTY RAINBIRD T-40-NP-w/ 3.0 NOZZLE 3 VALVE #2 NOTE VALVE "NEW 2" SERVES EXISTING: TYPE RAINBIRD 1806-NP-15-ES RAINBIRD 1806-NP-15-SS VALVE #3 NOTE QTY 1 14 VALVE "NEW 3" SERVES EXISTING: GPM PER HEAD 3.9 GPM PER HEAD . 30 . 60 • \--P9\""t-7 • I • • • I I I I I I I (\') (j) ~ (\J ALL SPRINKLERS LOCATED IN PLANTER AREAS IN THE RIGHT-OF-WAY AND WHEREVER W1THIN 1 O' OF HARDSCAPE,_ TURF AREA, OR ANY OTHER AREA WHERE PEDESTRIAN TRAFFIC MAY OC1.,UR SHALL BE INSTALLED ON 12" POP-UP BODIES. TYPE QTY RAINBIRD 1806-NP-15-ES 1 RAINBIRD 1806-NP-15-SS 15 GPM PER HEAD .30 .60 L-2.1 EXISTING CONTROLLER NOTE THE EXISTING IRRIGATION CONTROLLER IS A 48 STATION DEPT. OF ENVIRONMENTAL HEALTH PLANNING DEPARTMENT APPROVAL II AS BUILT" CONTROLLER. THE EXISTING SYSTEM ONLY USES 36 OF Ir/-~-~ . -z;t(()1 THESE STATIONS, MAKING IT POSSIBLE FOR THE SAME DATE: / / DATE: / / CONTROLLER TO ACCOMODATE ALL NEW STATIONS. (SIGNED) (SIGNED) RCE 1/c.J7"' EXP.~ /-pr DATE I I APPROVED FOR /RRIQATION Al<l PI...ANTINO REVIEl.'EJ BY, -& LANDSCAPE IRRIGATION ONLY, NCLLOINQ PRECISE LOCATION OF 1-t~-<>1 OF PLANTINO AREAS. f1.,L c,. ~L INSPECTOR DATE Llli I SH3T I CITY OF CARLSBAD m T a s PLANNING DEPARTMENT 7 ,?,r4-o/ ,;t~ .. f-«z.,....,, LANDSCAPE PLANS FOR VILLAGIO LANDSLIDE 3636tll.A~. S&b201 GRAPHIC SCALE San Diego, c.tbnla 92101 STABILIZATION b8I (81rl}298-3'150 fax(419J 501-m6 20 BO I • IN'W.m!Nd.com APPROVED vi ~ 7-Rm OLIVENHAIN MUNICIPAL WATER DISTRICT 011 PLANNING DATE ( IN FEET) 1 INCH• 20 FT. DWN BY: I PROJECT NO. I DRA'MNG NO. KEN SIMMONS DATE DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: DISTRICT ENGI NEER ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: PD06-12 444-6L IRRIGATION NOTES ALL POP-UP SPRINKLER HEADS IN SHRUB OR GROUNDCOVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER IS 1" ABOVE FINISHED GRADE. ALL PRESSURE LINES SHALL BE TESTED FOR TWO HOURS UNDER HYDROSTATIC PRESSURE OF 150 PSI AND BE PROVEN WATER TIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR TEST. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE NOTED ON THE PLANS THE SPRINKLER SYSTEM IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT TO THE OWNER'S AUTHORIZED REPRESENTATIVE ANY DIFFERENCE BETWEEN THE WATER PRESSURE SHOWN ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY THE AUTOMATIC IRRIGATION CONTROLLER IS EXISTING ON SITE. REFER TO AS-BUILT PLANS FOR MORE INFORMATION. CONTRACTOR TO CONNECT ALL NECESSARY CONTROL WIRES TO EXISTING CONTROLLER AND PROGRAM NEW STATIONS AS NEEDED. EXISTING CONTROLLER IS A 48 STATION CONTROLLER, MAKING IT POSSIBLE TO ACCOMMODATE ALL NEW VAi.VE STATIONS. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS, UNDER BUILDING/WALL FOUNDATIONS, AND OUTSIDE OF THE PROJECT BOUNDARY ARE FOR PLAN CLARIFICATION ONLY. INSTALL PIPING AND VALVES IN PLANTING AREAS WHERE POSSIBLE, AND LOCATE CONTROL AND QUICK COUPLING VALVES 6" TO 12" AWAY FROM HARDSCAPE OR TURF AREA FOR EASY ACCESS. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, AND/OR BUILDINGS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND THROTTLING THE FLOW CONTROL AT EACH VALVE TO OBTAIN OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN SITE DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN FORESEEN AND CONSIDERED IN THE ENGINEERING. THE OWNER'S AUTHORIZED REPRESENTATIVE SHOULD BE INFORMED OF SUCH OBSTRUCTIONS AND DIFFERENCES, BUT IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN CONSTRUCTION DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS OF ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL EXERCISE EXTREME CARE, AND BE RESPONSIBLE FOR ANY DAMAGE IN EXCAVATING AND WORKING NEAR UTILITIES. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB- CONTRACTORS FOR THE LOCATION OF UTILITIES AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, AND NEAR STRUCTURES. DRAINAGE OF WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED. SOME SPRINKLERS WILL REQUIRE THE INSTALLATION OF AN ANTl·DRAIN VALVE IN THE RISER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE AS REQUIRED AT ANY SPRINKLER SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION. INSTALLATION OF ANTI.DRAIN VALVES SHALL BE INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER. ALL PIPE ADJACENT TO SIDEWALKS, CURBS, AND OR AT TOP ANO TOE OF SLOPES TO BE PVC BURIED AS PER THE DETAILS AND SPECIFICATIONS. I ' 18" ROTOR ON RISER LEGEND: 1. SHRUB ROTOR, TOP PURPLE 2. FINISH GRADE 3 (2) GALVANIZED BANDS 4. INSTALL #4 REBAR TO 24" BELOW GRADE 5. SCH. 80 PVC NIPPLE 6. PURPLE PVC STREET El.L 7 PURPLE PVC LATERAL 8 PURPLE PVC TEE 9 MARLEX STREET ELL I I LATERAL L!NE __,/ · -FOR LATRLS l UNDER PARKNG ·-/, &ROAD SURFACE · o_J . SEE "UNDER PAVING" LATERAL LINE WITHIN LANDSCAPE AREA ,-. -PAVING SASE MATERIAL l ~ EARTH SURFACE ,. · RECYCLED WATER I.D. TAPE D .,, MAINLINE & CONTROL WIRES UNDER PAVING I E CONTROL WIRES . r CONTROL WIRES TAPE TO MAIN I LINE EVERY 10' ,, 1 LEGEND. A 24" B 30" C 30" D. 6" E. 18" F 12" ! MAIN LINE _/ MAINLINE & CONTROL WIRES WITI1IN LANDSCAPE AREA -- PIPF lNSTALLA TION LEGEND N.T,S, 1. PURPLE RECYCLED WATER ROUND VALVE BOX 2. FINISH GRADE 3. GATEVALVE 4. PVC MALE ADAPTER-TYP. 5. RED BRICK-4 REQ. 6. PRESSURE MAINLINE PIPE 7. PEA GRAVEL 6" DEEP _I I CATE VALVE. LEGEND: 1. SHRUB ROTOR HEAD 2. (2) GALV. BANDS "FAST .t.OCK'' OR EQUAL 3. SPRING LOADED CHECK VALVE ---dj ,_..f l 4. BRASS NIPPLE 0--·,,, ..;~1 Q•fe.A~ 24" BELOW GRADE \c,.,l fe. -• ,- ·"'·AM : _fr _ < (') N.T.S 5. INSTALL 114 REBAR TO r;j\..--· .:-i' i ::: ;,,,J,l "' 6. PURPLE lJVR.PVC LATERAL f's\,----. r~ ~ , j 'r/ LINE. ANCHOR WITH #4 REBA~ ~--, "ii'\ · L .1w,, AT 7'-0" 0.C (BOTH ENDS -"' j){ I "' OF ANCHOR 24" LONG) hA.A ~\\ / U 1J 7, PURPLE WR-PVC FITTING t) ./(',,j . . , . ' \ / ©,./ LJ "---0 ROTOR. INSTALLATION ON GR.A[)E/ TER.i\L LINE ON GR.ADE ------. ---------··------N.T,S. 1" MIN tN TURF 2"MININ GROUNDCDVER NOTE: SIDE VIEW 1. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. LEGEND: 1. PURPLE ROUND VAL VE ao,[OP VIEW 2. FINISH GRADE 3 QUICK COUPLING VALV, COLOR CODED PURPLE, 4. 314" CRUSHED ROCK. 6" DEPTH MIN. 5 SCH 80 PVC NIPPLE (LENGTH AS REQUIRED} 6. PVC 90 DEG. STREET ELL. SCH. 80 7. MAIN LINE PIPING. 8. MAN LINE FITTING. 9. SCH 80 PVC NIPPLE -6" MIN LENGTH 10. 90 DEG. ELL SCH. 80 TX T 11. STAINLESS STEEL COMPRESSION CLAMP. 2 REQUIRED. 12, #4 x 24" MIN. REBAR STAKE. SECURE AT QUICK COUPLER & NIPPLE RISER 13. CURB OR WALK QUIC:K COUPLER 12"TYPICAL LEGEND: 1. PURPLE RECYCLED WATER 14" X 19" RECTANGULAR VALVE BOX N.T.S. 2. PURPLE RECYCLED WATER 10" DIAMETER ROUND VALVE BOX FOR: GATE VALVES, BALL VALVES, AND QUICK COUPLING VALVES 3. EDGE OF LAWN, WALK, FENCE, CURB, ETC. NOTE: 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. 2. SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER IN GROUND COVER/SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA. 3. SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUND COVER DOES NOT EXIST ADJACENT TO LAWN. 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF LAWN, WALK, FENCE, CURB, ETC. 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. 6. INSTALL EXTENSION BY VALVE BOX MANUFACTURER AS REQUIRED TO COMPLETELY ENCLOSE ASSEMBLY FOR EASY ACCESS, VALVE BOX CONFIGURATION N.T.S. LEGEND 1. STRIP WIRES APPROX. 5/8" FROM END 2. SLIP BASE SOCKET OVER END OF WIRES 3. APPLY SEALER TO OUTSIDE OF SEALING PLUG FILL CAVITY WITH SEALER 4. PUT CRIMP SLEEVE OVER WIRE ENOS 5. PULL BASE SOCKET OVER END AS FAR AS POSSIBLE 6. PUSH SEALING PLUG INTO BASE SOCKET 7. PUSH WIRES TO END OF BASE SOCKET µ 8, RAJNBIRD .. S. NAP-TITE 'MRE CONNECTOR 0 WIRF INSTALLATION .......... . ----'---------~= N.T.S. ~···· 1. TREE BALL PER TREE PLANTING DETAIL 2. BUBBLER PER PLAN 3. SCHEDULE 80 P.V.C. RISER 4. PEA GRAVEL 5. 3" X 12" PERFORATED PIPE 6 MARLEX STREET ELL· TRIPLE SWING JOINT 7. 3/4" SCH 40 PVC LATERAi. LlNE 8 PVC ELL OR TEE 9. SCH 40 PVC lATERAL LINE PER PLAN 10. TREE GRATE TREE BUBBLER DEPT. OF ENVIRONMENTAL DATE: (SIGNED) N.T.S. HEALTH I I I RRI GATI ON DETAI LS ' mLasi l ___ .. , .. -·-···· Aff'«~_,, /~r f.,;(/47,:..:· ,,,.," -·-··-------363 5th Avenue, &Jits 201 San Diego. Callfomltt 92101 tel (619)296--3150 fax (619) 501-7725 www.mlasd.com ' ' OLIV[r,.JHA.IN MUNICiPAL WATER DIS TRI Cl • ~:t (2,t:«!(11912 KEN SIW,ONS DATE D.A. "TE INITIAL DISTR,CT ENGINEER ENGINEER OF WORK REVISION DESCRIPnON ,I B LEGEND 1. PURPLE RECYCLED WATER PLASTIC VALVE BOX W/ LOCKING COVER 2. FINISH GRADE 3. SCH 40 PVC MALE ADAPTOR 4. FLOW TO IRRIGATION SYSTEMS 5. PEA GRAVEL 6" DEEP 6. ELECTRIC CONTROL VALVE 7. RAINBIRD 'SNAP· TITE' WIRE CONNECTORS 8. RED BRICK4 REQ. 9. CONTROL AND COMMON WIRES 10, PRESSURE SUPPLY LINE 11. MAIN LINE FITTING WI SCREWED OUTLET (SLIP X SLIP X THREAD) 12. SCH 80 NIPPLE AS REQUIRED 13.THREAD X THREAD 14,UNfON R.EMOTE CONTROL VAL VF POP·UP Sl'RA Y I Ir.AD ----NTS. LEGEND 1 FINISH GRADE/TOP OF MULCH 2 POP·UP SPRAY SPRINKLER, TOP PURPLE 3 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 4 PVC SCH 40 ELL 5 PVC SCH 40 STREET ELL 6 PURPLE PVC SCH 40 TEE OR ELL , PURPLE PVC LATERAL PIPE N.T.S. LEGEND: -----· 1, PLASTIC NOZZLE: RAIN BIRD 2. 12" UV RADIATION RESISTANT PVC SCH 80 RISER 3. PLANT MATERIAL 4. FINISH GRADE/TOP OF MULCH 5, UV RADIATION RESISTANT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 8, PVC SCH 40 ELL 7. PVC SCH 40 STREET ELL 8. PVC SCH 40 TEE OR ELL 9, PVC lATERAL PIPE SPRAY f IEAD ON RISER N.T.S. L-3.1 PLANNING DEPARTMENT APPROVAL II 1\ ,, H ·-' B LJ IL /! DATE: I I _,_ ____ (SIGNED) ·-·-·- RCE EXP, DATE APPROVED FOR IAAIGA110N AND PLAN11NG REVI[\✓ED BY, ONLY, INCLUDING PAEClSE LOCATION OF OF PLANTING AREAS. INSPFC:TOR D,~TE ; ·--··· --·----m CIT'{ OF CA.RLSBA.D SHE.ETS ~--~.-~ ---~·--7 ' r'L~NNING DFPARTMENT ' -···· +---•"> -... . . . .--' ___ ,. . L~,.t,~ PLANS f'OR: ····----·· VILLAGIO LANDSLIDE ,.. .,. _______ STABILIZATION .,. ·····---·----··----··----· .__.. ---•--·---· ----~kw· ' -~-,~€>& ... -· 4 ...... PL.A~rnlNG D,A.TE !!)wN BY ,·-.,----············ I -·-··· ,.. PROJECr NO. DRAWING NO. DA.E INITIAL 0/\1!:_ INIT;1\L ICHKD BY 1}!HL~ J>PPROVAl CITY ~,PPROVAL RVWD BY: PD06-12 444-6L -t: -C.. -C. ' I I \ I I a 0 + -a - '8' I I RIGHT-OF-WAY LI NE I IV EXISTING BRUSH DELINEATION LINE (refer to biologist report by RE.C for more information regarding ptantmg \ recommendations) IGHT-Of-WAY LINE I I ------ \ I I \ I I \ I /LOT LINE ----- -------I \ ------- I I I .. ----.. I .. ----._ .._ <LOTLINE I I "--.J! ... ... I I I I I I 0 VINE PLANTING .... .. ----.. .. I I I I I I -RIGHT-OF-WAY I INE I '- ~ LEGEND: 1. 1/2 " DIAMETER SCREW EYE 2. 5'-0" O.C. OR AS REQUIRED 12 GAUGE GALVANIZED WIRE_ NOTE: A. DRILL EYE HOOKS INTO BUILDING CRIMP THE END 2" ANO MAKE SURE WIRE IS TAUT. B. ALL CABLE AND EYE HOOK INSTALLATION SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT. C. EYE HOOKS AND CABLES SHALL BE INSTALLED 3" AWAY FROM EDGE OF BLDG, OOWNSPOUTS, WINDOWS, ETC. AND SHALL BE INSTALLED TO ALIGN WITH WINDOW MULLIONS. n.t.s. r )> -C/) 0 r )> g C/) + --() ~ 0 C -;tJ 0 0 + -"' -1 RIGHT-OF-WA.Y LINE ':\1:, . : :i \: ' ... :: ~ : .. O! . ·., . :J/' :-. . , .. ::1( : . ,_,,. • 1 •• :;/1 :,: -. -.. ::/{f:- SOILS TESTING NOTE: { ~ \ I \ ' \ \ ii \ ~ \ 6 q \ \ \ \ \ \ / EXTENT OF EXISTING VISQUEEN TO BE REMOVED ...... ....._ '-. " \ \ \ I I I I I I I EXISTING BRUSH \ DELINEATION LINE \ (refer to b,ologIst report by R E.G. 1 for more informat1011 regardir19 plant.mg recommendations) \ I \ \ \ \ \ EXTENT OF EXISTING VISQUEEN TO BE REMOVEW I I ~ // _______ / I I I I I I I I I I I I \ \/LOTLINE \ 't \\ 'q \ -SOILS TESTING LOCATIONS ARE DENOTES WITH THE FOLLOWING SYMBOL: ,.ic -THREE (3) DIFFERENT SOIL SAMPLES WHERE TAKEN, DENOTED WITH "1", "2"J:"3". -REFER TO APPLICABLE SOIL ANALYSIS IN PLANTING SPECIFICATIONS, SHT. L5 .1. GRAPHIC SCALE 10 20 40 I I I ( IN FEET ) 1 INCH =20 FT ,.. • PLANTING LEGEND TREE LEGEND SYM. DESCRIPTION SIZE PT-36 PINUS TORREYANA 36"BOX TORREY PINE PT-24 PINUS TORREYANA 24"BOX TORREY PINE PT PINUS TORREYANA 15 GALLON TORREY PINE TC-24 TRISTANIA CONFERTA 24" BOX BRISBANE BOX TC-36 TRISTAN IA CONFERTA 36" BOX BRISBANE BOX SHRUB LEGEND SYM. DESCRIPTION A A5 C E T T5 ARCTOSTAPHYLOS REFUGIOENSIS REFUGIO MANZANITA ARCTOSTAPHYLOS REFUGIOENSIS REFUGIO MANZANITA CEANOTHUS 'RAY HARTMAN' CALIFORNIA LILAC ESCALLONIA FRADESII PINK ESCALLONIA HETEROMELES ARBUTIFOLIA TOYON HETEROMELES ARBUTIFOLIA TOYON VINE LEGEND SYM. DESCRIPTION FP b1~~t:i~i~~ EDGE OF PLANTING AREA FORM HT. WT. QTY. STD 15-20' 15'-20' 6 STD 15-20' 15'-20' 2 STD 15-20' 15'-20' 4 STD 15-20' 15'-20' 4 STD 15-20' 15'-20' 4 EQUAL SIZE QTY. NOTE: 1 GAL 10 5GAL 6 1 GAL 21 15GAL 57 A ALL SHRUBS/GROUNDCOVER SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS I GR.OUND COVER/SHR.UB SPACING 1 GAL 11 5GAL 8 = SIZE QTY. 5GAL 22 ~ PREVAILING WIND LEGEND: 1. CENTER TREE IN BASIN, SET CROWN 1" ABOVE GRADE n.t.s. GROUND COVER LEGEND 2. BASIN. 2" DEEP MULCH PER SPECIFICATIONS ,....,,--, 3 SYM. DESCRIPTION SIZE MYOPORUM PARVIFOLIUM 'PUTAH CREEK' FLATS@ CREEPING MYOPORUM 12" O.C. NATIVE SOUTHERN CHAPPARAL HYDROSEED N/A see note below (0.43 ACRES) HYDROSEED AREA TO RECIEVE JUTE NETTING PRIOR TO APPLICATION OF SEED MIXTURE. SEE SHEET L 1.1 FOR MORE INFORMATION. MULCHING NOTE A MINIMUM OF 3" OF ORGANIC MULCH SHALL BE ADDED IN NON-TURF PLANTING AREAS WITH SLOPES LESS STEEP THAN 3:1 TO COVER THE SOIL SURFACE COMPLETELY. NATIVE HYDROSEED MIX Species Mimulus aurantiacus Leymus condesatus Xylococcus bicolor Rhus integrifolia lsocoma menzeisii var. menzeisii Adenostoma fasciculatum Heteromeles arbutifolia Sambuscus mexicana Pure Live Seed Lbs/Acre 2.0 30 2.0 4.0 4.0 4.0 6.0 20 Scrophularia caltfomica spp. floribunda Eriogonum fasciculatum var. fasciculatum 1.0 6.0 Salvia mellifera Total SLURRY MIX PRODUCT "CC>f.M'ED" 100% VV000 FIBER BIOSOL MIX 7-2-3 ORGANIC FERTILIZER SEED MIX AM 120 MYCORRHIZAL INOCULUM 4.0 38.0 lbs/acre LBS/ACRE 2000 1800 27.2 60 Seed Mix can be obtained through: S&S SEEDS P.O. Box 1275 3. 2"X10' STAKES PER SPECIFICATIONS 4. TREE CINCH TIES PER SPECIFICATIONS 5. TEMPORARY 3" BERM 6. PLANT TABLETS PER SPECIFICATIONS 7. BACKFILL PER SPECIFICATIONS B UNAMENDED NATIVE SOIL BACKFILL FIRMED TO SUPPORT PLANT 9. ROOTBALL 0--- 10. SCARIFY EDGES OF PLANT PIT 11. EXISTING SLOPE 12. TAPER 1 : 1 MAX. CUT SLOPE AT PLANT PIT 1~~~0:;;NCONTROL FABRICATBACKO~IT . ;i A REMOVE STAKE WHICH COMES WITH /_,/ 1§ ~ PLANT FROM NURSERY ,.--~ u.. .,!.o B PLACE PARALLEL TO CURB OR WALK WHERE POSSIBLE C. ON SLOPES PLACE STAKES ON EITHER SIDE OF TRUNK AT SAME ELEVATION D. IN FLAT AREAS, PLACE STAKES ON EITHER SIDE OF TRUNK PARALLEL TO PREVAILING WINDS TREE PLANTING ON SLOPES LEGEND: 1. BACKFILL MIX, 2. TAPER 1 : 1 MAX. CUT SLOPE AT PLANT PIT 3. FERTILIZER TABLETS (SEE SPECS ) 4. PERMANENT BASIN 5. PUDDLE AND SETTLE BACKFILL PRIOR TO PLACEMENT OF SHRUB 6. EXISTING SLOPE 7. 2x WIDTH OF ROOTBALL 8. ROOTBALL 9. MIN. 1 1/2x ROOTBALL DEPTH n.ts. Garpinteria, CA 9.3014--1275 Ph: 805.684.0436 10. EROSION CONTROL FABRIC AT REAR OF PLANTING PITS Fax: 805.684.2798 www ss-seeds-com EXTENT OF NEW PLANTING AND IRRIGATION ZONE (HOMEOWNER MAINTAINED) (LOT 28) (RESTORE SIMILAR TO ORIGINAL OR DESIRED CONDITION, PER HOMEOWNER) •(NOT A PART/PER SEPARATE SUBMITTAL) SHR.UB PLANTING ON SLOPES n.t.s. L-4.1 DEPT. OF ENVIRONMENTAL HEALTH PLANNING DEPARTMENT APPROVAL I/ AS BUILT" DATE: I I DATE: I I (SIGNED I (SIGNED) RCE EXP. DATE APPROVED FOR mtGA TION AND PLANTING REVlE\JED BY: PLANTING PLAN ON..Y, INCLUDING PRECISE LOCATION OF OF PLANT1NG AREAS. INSPECTOR DATE I SH5ET I CITY OF' CARLSBAD I S~ETS I IDLa s PLANNING DEPARTMENT ~-3//~ 1~~-~-(fo.Jo!dff: PLANS FOR: VILLAGIO LANDSLIDE 363 5'h Awnue. Suite 201 San Di9go, Celifomla 92101 STABILIZATION lei ((H9)21HJ-3150 fax (619) S0 1-Tl25 ww.v.mltJsd.com I APPa~:r Cl. I OLIVENHAIN MUNICIPAL WATER DISTRICT ~!.:ii-~ ,l},e<., . DA TE PLANNING wr (l.&Q111&i;n DWN BY· I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: KEN SIM MONS DATE PD06-12 444-6L DISTRICT ENGINE ER ENGI NEER OF WOR K REVISION DESCRIPTION OThER APPROVAL CITY APPROVAL RVWD BY: GENERAL REQUIREMENTS A cornr.-·s Dulles: 1. Excep! as specifically noted, pfOY!de and pay for: a. Labor, materials and equipment. b. Tools, coostrucilon equipment and mechlnery. c. Watet, heat and utilities required for construction. d. Other facilitf8s and .seMces necessary for proper execution and comp98tion of work. 2. Pay legally required sales. consumer. and use taxes. 3. Secure and pay for, as necessary for proper executton and completion of 'N0l'k and as appHcable at time of receipt of bids: a. Permits b. Government tees, c. Licenses. 4. Give required notices. 5. Comply wilh codes. ordinances, rulH. ~ulailons, orders and other legal requirements of public authorities, which bear on performance of 'NOrk. Nothing ln these Drawings or specificarions is to be construed to permit work not conbming to these codes a. f-:Jromptly submit written notice to Landscape Archttect ot obseived variance of Contract Documents from tegal requirements. ln the event U11:1t no notice is prQ\lided, Contractor shall $$$ume n:tSPon:'$ibility fQr any Work pertormed that is contra,y to such requirements. B. Contract Limit,;: These documents are not intended to set limits between trades unless specifically so stated. The CNmer wm detennine what work wiH be done and by whom. C. Venficatioo: The Owner and the Contracton; shall -vt8il and irnlpect the site and familiarize themsehm$ with site conditions, and study these documents fully before agreeing to work on the Project Their agreement to work on the job constfhrtes vertfication that has so s1:udied the site end the documents. D. Documents: 1 . The Drawings are necessarily schematic end do not purport to show complete situations. ihe Orawtngs, Specifications, and Addenda are complementary; v.-hat is caned for by one is as called for by all. The Orov;ngs, Spocitleatlons, and Addenda must always be togott,er. 2. Do not scale from Drawtngs. E. Errors, Omissions, Discrepancies, or ActVerse Conditions: 1. 1/Jhen errors, omissions or discrepancies in the documents, or adverse job conditions become apparent, immediately bring them to the attention of the Owner. 2. The Owner shall immediately, and tn writing, bring to the attention of the Landscape Architect any adverse job or site conditio~. or any errors, omissions, or discrepancies in the documents or other landscape arch!tectural services. Those not so reported remain the responsibility of the Owner. The Landscape Architect Is not necessarily responsible for those that are not reported. F. Changes: The 0,,,,er shell notify the Landscape Architect of changes in the Job and pay an extra fee fof the Landscape Architects analysis of ttie changes and/or tor changing the documents. G. M9nuf8ci:urer's. Directions: F~!ow manufacturer's prillted directions $l'ld detailed ~ in all C:8~ vme!"8 the manufacturer of articfes used in the Work Fumishes directions covering points not shown in the Draviings or described in the Specifications. H. Substitutions: Materials not shown or specified herein shall be as spedfled by the Owner. s-ons roost be verified In l'A"fflng by the owner. I. Materiats and the Worlc 1 . store materiaffl to prevent vendelism or detertoration and as directed by the owner. 2. Protect materiats before, dur1ng, and after installation. J. Cleaning: Each contractor shal clean his work, adjacent work affected by his actiom, and his work area as directed and to the satisfaction of ttte Owner. 02441 LANDSCAPE IRRIGATION SYSTEM A Explanslloo of Drav,;nga: Due to the scale of the Onw.4ngs, it i8 no posslbfe to indicate au offsets., fittings, -.es and other components, v.t1i<:h may be required. Caref<Aly investigate the structural and finish conditions affecting the work and plan wort; accordingly. Finish such fittings ~nd components as may be required to meet such conditions:. Drawilgs are generalty dfagrammauc and inclcattve of the v.t1rk. to be instalted. Install the work in such a manner as to avrnd conflicts between Irrigation systems, planting, and architectural feab:Jres. Equipment shown in paved areas is for destgn clarification only. Install such equipment Vdthin planted area whenever possible. Do not wjlttully in818II inigation system •• shown on the Dral<Ang,i when It ls obvious in the field that unknown Obstructions, grade differences or dmcrepancies in the area dimensions exist that might not have been considered in engineering. B. Record and As-Built Drawings: Provide OINner wtth a reproducl:lle Mt ot MA.s-Built Drawtngs~ C. Gu,;r-antee: Guarantee the IMdscope Irrigation system for • peno<t of one yoor. Provide a wrttten statement of guarantee to include, at a minimum: 1. Irrigation system furnished and installed is free from defects in materials and Workmanship, and lhe "M>rk have been compteted in 8CC.'Ofdance 'Mth the Drawing and Specification&, Ordinary "Near and tear and unusual abuse, or neglect expected. 2. Agree to repair or replace any defects in material or workmanship, whieh may develop during the penO<I of one year from the date of acceptance and also to repair or replace any damage resuttlng from the repairing or replacing of such defects at no additional cost to the owner. 3, Make such repairs or replacement wtlhln • renonllble time after receipt of written notice from the Owner. If unable to make such repairs or replacement said reasonable time, authorize the OMlef to proceed to have said repair$ or replacements made a1 1he Contractor's fj)(!)$0S8-Contractor to pay the cost and charges. therefore upon demand. UN an means necessary to protect lrriga1ion sys.tern ml!lterial& before, during end after installation, and protect the installed work and materials of alt other 1radel. In the """'1t of domage, Immediately mako all repairs and replacements necessary, to ttie approval of the Owner and at no addlUonaJ oost to the Owner Minimum R«iulrements For Piping and Fittings: 1 Asbestos cement: ems 150. AW/IJA c.tOO. 2. Cast-iron fittings for ACP. ANSI 2110 and AWWAC110 3. Galvanized steel: Sciledule 40, galvanized ll'ild steel screwed pipe. 4. Galvan~ed malleable Iron littlngs: ANSI B-16.3 5 Hord drawn copper Type K: ANSI 826.1 and ASTM 888. 6. Wrought copper or tiroru::e solder fittings: ANSI S-16.22. $oldf,tr 50/50 tinl!ead. 7. PVC constant. pressure main line piping 2 Inches and larger: Rubber- ring joint. PVC class 160; solvent weld joint. PVC class 315. 8. PVC constant pressure main line piping 1-½ Inches and smalfer: Solvent ""Id joint, PVC Class 200, SClledule 40 where Indicated. 9. PVC intermittent pressure fateral line piping: Solvent ~Id joint, PVC 200, Schedule 40 where Indicated. 10, PVC fillings: PVC SChedule 40 solvent weld and 13ctoiy manufactured, or Schedule 40 INith rubber ring joint F. PVC piping: 1. lnslal PVC Plastic plpa and littlngs below grade. 2. PVC pipe: NF8-approved Type I, Grade I compound coufonnb,g to ASTMD 1784. 3. PVC Schedule 40 and Schedule 80 plpa: ASTM D 2486. 4, PVC Class 160, Class 200, and Class 315 solvent wold and Ring.. Tito pipe: ASTM D 2241. 5. PVC SOivent cement: ASTM D 2564. 6. UVR-PVC: Where called for, on grade pipe shaH be UVR-PVC pipe anchored @ 1 a feet inteMBs. Install as per manufacturer's recommendations.. G. Gate Valves and Valve Boxes. 1. use gate valves of the same size u the pipe ltnes In v-lhk:h 1hey are lnstalled. 2. For sties 2 inclles and smeller: 150 pound saturated steam rated: brass body ASTM 8 62; screw joints; noMising $l'em; w~ bonnet; solid disc; malleable iron "tee" handte or hand vvheel. 3. For sizes 2-1/2 inches and larger: 200 pound O.W.G.; iron body ASTM A 126 Class B; flanged joints; non-rising stem; bolted bonnet; double disc type; equipped with square operating nut. 4. Provide two operating keys for valves. buried 18 inches or deeper. 5. vaive Boxes: Lock lid type, adjustable 8 inche$ 1.0. ooncrete ,reeve with cast imn lid in paved areM. Plastic with bolt down lld In p{anted areas. All shall be mari<ed with "PRV', "RVC", or 'GV" respectively, with control station numbers for control valves stenciled in white on the valve cover-. H. Beddlow Prevention: 1. Use type aa indicated on the Drav,lngs. 2. All piping between point of connection and backflow prevention unit to be of material as required by local code andfor County Health Department. I_ Check VJlve$; Anti-drain valves shall be of heavy-duly virgin PVC or brass construction with F.I.P. thread intEJt and outlet. Internal parts shall be field adjusted against drain out from 5 to 40 feet of head. The amt-drain valve. where indicated on plans, shall have an excess flow feature, which automalicaUy stop the flow of water when it exceeds the G.P.M. preset by the manufaciurer. The antiMdraJn valve shaU ~itomancally reset itself when the water prlJ!5ti.ure is relieved. Anti-drain and f.DCCftSS flow valve shall be similar to Va!con ADVAXS, Rainblrd SM-1, or approved equal. J. control \J\liring: 1. Use direct burtat copper wire AWG-U,F. 800 volt for connections between the automatic controller and the electr1c control valves. No 'Mfe stze less than #14. Use black color Wire for pilot, '\.-vhite for common, 2. 120 \Jolt \Nlre shall be-per IOcal cede as totYJ)e and quality. 3, Install wiring along same route-as pressure-oopply or ~ Hne. wherever possible. ◄. Where more than one wire is pll!'ICed tn a 1rench, ~ wiring 1ogether at ten foot intervals. 5. Proll!de an expansion ctr! wtthln three feet of ""ch wire connec:llon, 6. Make spfices wtth Scotch~Lock #3517 Connector Sealing Packs or Pen--Trte wire connectors, Use one splice per connector sealing pack. Fletd splices will not be permitted. K Sp~nkler Heads: 1. Use sprinkler heeds of the same sizB, type, and same rate of precipitation YtAth tt,e diameter (or radius) of throw, pressure, and discharge as shown on the Drawings. 2. Afi sprinkler heads of the same type to be of fhe same manufacturer 3. Install in the riser nipple of each impact sprinkler one line sized VAL COM #ADV Anti-Drain Valve. L Weter supply: 1. System design is based on minimum operating pressure shown at each point of connection. Maximum GPflJI demand specified. Verify aff pressure on site prior to construction. M. Eleetr!c&I supply: 1. 120 volt eledrlcal -outlet for automattc controll@r to be proYldod by other$. Make required connection of automafic controller outlet. N. lns1alation: 1. Prior to all work of this section, can,!ully Inspect the installed W0<1< of all others trades and verify that all such 1M>rl<. is complete to the potnt where fhfs imitallation may property commence. 2. Vertfy that the lrrigatloo sys1!,m will be installed in stnct accordance ¼ith all pertinent codes and regulations, the or!ginar design, the referenced standards, and the manufadurer's recommendations. 3. Verify al! field conditions !nduding property lines, rights of way, tract boundaries, easements, and any other legal or physical element as required for the successful completion of the project. ◄. Trenching a, Provide a minimum of elght.een inches cover for all pressure supply nnas. b. Provide a minimum of twelve inche& cover for an lntemilttent pressure lateral lines. c.. Provide a minimum of eighteen Inches cover for au oontrol 'Wiring. d. Do not backflll trenches untfl alt required tests are performed. e. Carefully backfiU trenches with approved material. Ur.suitable material, including ciods and rocks over 2 ½" in size, shall be removed from the premises and disposed of legally, at no cost to the °""1er 5. Trenching and Bactdilt Under Paving: a. All pipe under peved areas to be PVC Schedule 40 installed prior to paving. b. In addition to controt Y.tre aleevea shown on the Orawtnga, install wire sleeves. of sufficient size under all paved areas prior to paving. c. Backfill trenches with s~ Inches of •and belc,w pipe and 111, .. inches-above pipe and compact in layers to 95% relative compaction, d. Pressure test an piping under paving prior to paving work. e. Piping required under existing pavement shaJI be Installed by jaeking, boring, or hydraulic driving except that no hydmuuc driving ~I be pem,ltted under aspl'la!lc concrete pavement f. VVhere Clltting or breaking of existing pavement is necessary, secure permission from 1he Owner before cutting or breaking the pavement and then make all necessaiy repairs and replacements to the approval of the Owner and at not additional cost to the Owner 6. In addition to control wire sleeves sh<:wiw't on the Ora~ng, install wire sleeves of sufficient size under all paved-areas prior to paving. 7. Electric Control Valves: a. Install valves as sholM'I in the Drawings, \t\lhen grouped together, allow at least twelve indles (12") between valves, minimum siX inches (61 from any walk: or structure. b. Install each valve in a separate valve box, Valve boxes installed near walks, curbs. header boards. or paved areas shall about and set flush with the top of these surfaces. c. Quick coupling vatves shall be set approximately twelve Inches (12~) from walks, cums., header boards, or paved areas, where applicable. 8. Flush lnigation system piping prior to lnstallatlon of sp!inlders heads. 9. lnstell the sprinkler heads as designed on the Drawings. Do not exceed maximum spacing of heads indicated on Drawings and in no case exceed the maximum recommended by the manufacturer. 0. Fleld Duollly COn!rol: 1. Flush and adjust all sprinkler hel:Kts fur opHmum performance and to prevam over spray onto walks, roadways, and buildings: as much as possible, Select the ~1 degree of arc to frt. exciting site conditions. 2. Set all sprinklM heads perpendicular to finished grades unless otherwise designated on !he Drawings. 3. Testing of Irrigation System: a. Before testing, fill the line with 'Nater for a period of at teast 24 hours. b. Perform coverage test In the presence of the Lar.dscape Architect to verify If the water coverage for plant~,g areas is complete and adequate. c. Test an pressure lines under hydrostatic preswra of 150 pounds per square inch, and prove watertight Sustain pressure in lines for not less than (2) hours. lf leak:s develop. replace joints and repeat test until entire system is proven watertight. d. Pressure lest all piping under paved areas und8r hydrostatic pressure of 150 pouods per square inch, and prove watertight, prior lo pav'1g. e, All hydrostatic tests shan be made only in the presence-of the Landscape Architect CY other duly authorized representative of the Owner. Do not place backfill until tests have been approved. f. Furnish necessary force pump and al! other test equipment, g. Upon completion of -'1 pl'laee of-· lest and adjust entire s.ystem to meet site requirements. •· The entire sprinkler irrtgatloo system shall be under full automatic operation for a period of seven {7) days prior to planting. The Landscape Archttect reserves the right 10 watve or shorten the operation period. P. RECORDS ANO AS-BUILT Pl.ANS a. The contractor shall record and aCCt.1'81:ely on one set of tJll.1eHlne prints all change$ in the Work constituting departures from the original Drawings, including change$ In pressure and non- pressure line locations, b. The changes and dimensions shal be reoorded ln a legible and workmanlike manner. Prior to final inspection-of the Wor1c, submit 'record' prints to City for approval. c. Dimension from two permanent points of reference (buildings, monuments., Sidewalks, <:ur'bs, pavement, etc.) Data to be shown on 'record' prints shall be rtteorded day-to-day as the project is being installed. d. Show locations and depths of lhe following itema: i. Point of Connection Ii. Routing of sprinkler pressure lines (dimension max. 100 feet along routing) iii. Baff Valves iv. Quick Coupling V- v. Routing of Control Wires vi. Sprinkler control Valvea Once approval of th& as-bultt information has been proll!dad by the City, the landscape architect shell transfer ell informa!Jon to final mylar dwgs and submit final mylars to the City for approval. Aft information is to be provided in CAD format. 02950 LANDSCAPE PLANTING A. Soil SultabOltty and Fertlllly Analyses Report: 1. ln addition to these documents, comply with the recommendations of the Soil Suitability and Fertlfity Analyses Report, as directed by the Owner. 2. VVhere no soils report Is avaUable, obtain an agronomic soil test after rough grading has been completed. Soil test shall be made by the Butler's MHfs Inc., san Diego, CA (619} 263-6181 at the Owner expense. Send copy of the soils report and recommendations to the Lande.cape Architect. Report stia:11 include spedflc rect:IITlmendatlons for: a. Soil amendment, fertlltzer and chemical conditioner applications rates for soil preparation. b. Plant µit backfill mix. c. Auger hole requirement.s (where applicable). d. Post-pf.anting maintenance fertltizatlon. 8. Qua"'v Assurance: 1. Furnish plant materials certified by State or Federal Department of Agriculture to be free from hazardous insects or apparent disease. 2. Furnish plant materials inspected by Landscape Architect at the growing site and tagged or otherwise approved for deliver;. Inspection at growing site does not preclude right of reject400 at construction site. C. Submlltals: 1. Submit delivery slips for materials to the ONner to verify specified quantities of soil aweudments, fertilizers, mulch or any other bulk dekverle$. 2. Seed mixture: Furnish dealer's guarantee statement of composition, mixture, purity and germination. 0. Product Detivery, Storage and Handling. 1. Deliver fertilizer to &ite in original ooopened containers bearing manufacturer's guaranteed chemical analysis, name, trademark and conformance to state law. 2. Deliver plant material wtth leg!ble identlftcation tsbe\$. 3. Protect plant material during dallvery and while on site to prevent damage to root ball or ctesecratlon of leaves,, 4, Maintain and protect plant material not be planted within four hours of deliveiy. 5. Remove unaccaptahle plant material from jog site immediately. E. Job Gondltions: 1 . Perform actual planttng onty when weather and soil conditlona are suitable in accordance with locally acceptable practice, F. $ul)sfttutlono, 1. Subsfiluta plant material for the indicated plant material will not be permttted unless specifically approved in writing by the Landacapa Architect. G. Guart1ntee: 1. Guarantee boxed and field grOVJn trees 10 "live and graw" in an "acceptable, upright position~ for a period of one year after completlon of the specified maintenance period and final acceptance. Definition l"lf "live and grow' and ~acceptab'e, upright position~ shall mean that the tree must, during the guarantee period, sus1aio a healthy and vigorous appearance. If the tree, durilllJ this guarantee period, does not sustain this appearance, remove and replace ;t with a tree equa! to the originat specffications. Replace or repair any damage to contiguous planting, structures, lighting or Irrigation systems during replacement operations. 2. Guarantee an cuttings, sod and container plant material up to and induding 15-gatton SizE as to growth and -h for period of 90 days after the completion of the specified maintenance period and final acceptance. 3. Remove and replace an guarantee plant materials for Yllich for any reason fail to meet the requirements of the guarantee within 15 days of written notification by the Owner. Replace with plant material originally specifJed and provide original guarantee-. M. Plant Establishment Period: Minimum 90 -ndar days to be completed before the Landscape Architect wm recommend acceptance by the Owner. I. Topsoit Per recorm,enda!lons of soils testing (SEE RECOMMENDATION THIS SHEED J. Qrganlc Amendment: Per recommendations of solls testing (SEE RECOMMENDATtON THIS SHEET) K. Or;Janic Soll Condlttoner wjlh F ertlllzer: Per recommendations of soils testing (SEE RECOMMENOATt-ON THIS SHEED L Commerclol Fertilizer: Per recommendations of soils testing (SEE RECOMMENDATION THIS SHEED M. Plant Matenal: 1. Use plants of vonely and l!lze .. indicated or, orav,;ngs. 2. Tag one each of each bundle or lotwllh the plant name in accordance with the recommeOOa1ions of the American Association of Nurserymen. 3, Use plants that have a habit of fl'owth that Is normal to the species, ate sound, healthy, \lig()rous and ff88 from insect {l8Sts, plant diseases, sun scalds, fresh abrasions of the bark, excessive abrasions or other object ion-al disfigurements. Tree 1nmks to be sturdy and well hardened off. 4. Use plats whieh have normol"f well developed branch systems and vigorous and fibrous root systems which are not root or potbound. 5. N. Tree Stakes: {Refer to Dr.,.ngs for appropriate !ypelcondltlon) 1. COpper l\laphthanate Green Color impregnated Lodge Pole Pine: a, 10 feet long for 5 gallon and 15 galton. b. 12 feet long for 24 box and larger. 2. steel Pipe Stakes: a. 2", (2-318" D.D.) Schedule 40 galYanlzed steel pipe. b. 10'-<l' long with cap. Paint flal black 3. Tree Ties: O.VlneTles: a. Single stake: Clnch-Tie as manufactured by V.I.T. Company. b. Double stake: Twlst~Brace-as manufactured by VJ.T. company. 1. Clear plaotlo dloc with aye to r,,cotve green plast1c covered vln& ttes. secure disc to sunae• with approved "'"'""""'· P. Herbicides: 1. Pre-emergent and/or contact herbicides to be provided and applied only as per the recommendations of a licensed pest control agent. 0. Gravel Sumps: 1. W to1" dlametet sharp crustled r()(;k gfavel. R, Hydraulic Seeding Matertals: Pe, u,ro11111endetlons of soils testing (SEE RECOMMENDATION THIS SHEET) and hydroseed slurry mix. S, Soll Preparation Mix: Per recommendations of solls testing {SEE RECOMMENDATION THISSHEED T. Backtitt Soll Mix: U. Preparation: Per recommendattons of soils testing (SEE RECOf\11MENDATION THIS SHEET) 1. Ve~fy 1hat final grades i,,.,.. been oslabllshed prior to beginning planting operations. 2, Do not work soll whoo moisture content la so great that excessive compaction 'Mt! occur nor when it is so dry that dust will form in the air or that dods Ml not break readily. ~ply water as required to provide ideal motsture tor filling and for ptanting. 3. Remove and dispose of all weeds. and buried debfls: found upon any excavation to any convenient legal dump or offsite location at no expense to the CMner. 4. Make all soil areas smooth and ~ven wtth finish grades 1" below' the surface of walks, paved areas and curbs and slightly less than flush with catch basins, manholes, cleanouts, valve boxes and similar features. 5. Cultivate all areas to be planted (except slopes greater than 3:1) to a depth of at least 6" so that ttle soil is loose and friable. For the top 2" of soil in an cultivated areas, remove all stones, roots, and other deleterlou$ matter, which might be hindrance to planting and maintenance. 6. For planting areas, unlfolmly broadcast and thoroughly lnco,porate to a depth of 4•· BOIi amendments by means of rototiller or accepted equal. V. Plantlng: 1 Do not commence pltm1fng until all construction work, grading, soil fmprovements and irrlga1ion systems instaHation have been CQ111Jlele<j. 2. When plant matorial ii space in rows, wrify the total dimension and space plants equally within the de,signated area. \tVhere plant material IS shown ln a random pattern, space the material as shown in the Drawings and as directed by the Land Architect. Space ground cover i:4enting as indicated in a random pattern and not in straight rows. 3. Excavate plant pits as indicated on Dr~ngs. 4. Provkte gravet filled auger drilled drainage sumps for all trees as indicated on the Drawing$, See plant details tor number and Size. 5. set plants In plant pits so that they bear tile same re1a1Ion to sol! level when planted a& they did when in conta"1er. Center plant in ptt. 6. Backlll plant pit with specified mix. Backffll pit with soil mix to hall itll depth and water thoroughly. Backfill remainder of pit with soil mix. Firm dOIM1 eliminating all air pockets. Do not pack. Fo!TTI a shallow basin around the plant to hold enough water to saturate the root ball and backfdl. Wat.er plants in Immediately after plantlng. 7. FN1 all planters with backfiH soil mix to Within 2" of top. 8. lmmedlatety after planting operations are complete, all beads and pits shan be dressed so as to achieve-a neat and presentable appearance. W. Staking of Trees: 1. Single stake: a. Stake trees designated to be stake, as per detail, with stake on windward side to tree. b. Set trees in plant pit, drive one tree stake 30" lo firm !!.oil next to root ball, bad<ffll pit with prepared soil mix, c. Secure tree to stake 'Mth tvv'O "Cioeh-TJ&S" per-manufacturer's recommendations. 2. Dooble Stake: a. Set treas in plant pit, dmi<t one lodgepole t""' slraxe to firm soil next to the root ball on each side and backfill ptt with prepared soil mix. b. Secure tree to stakes 'Ntth "Twfst~Brace" per manufacturer's recomrnendatton. MCMULLUUGh UL 363 FIFTH Alil' ST.301 SAN DIEGO CA AffMt DAVID SOI.MES SITE JOef; ENt;ftBT.A,S s.etit!NT 'tE:~1..e:vn-_, .. ~ COUIIENT ,---E!i "' ACC£Pf~ EC 5.' Hm" Nit1afe 2i'O ~PfA!llE ----•-Ia---~,,,._f Ptmsc-t"u::,Nf! ORGANIC MATTER:: .,,... P'E!tCOLAn<JN· • .,,,. ..... SOL lEXTIJRt::· ACCl=FTA&Lf AAHaE Et811!'1ff TESTED l£Wl fi.~7S Pru-"' .,., """ 0 ... .. ManQillMM 0 lS~'it Caldum 16QO -46 Sar"'on 16-M: t-2oz:il)!II ~81);! 16ot TEST# 0525'07 !"A!ft:IH> GOOO: r..t IVtCEe"'1'P:: t---1• COMMENT ACCEf'TP&f~ SCH !it--1~ -2.1,4,42_8 WN 21A ~32.1. J A.CCEPrA&U: 107£-}~- #N!A #NIA -~--tNIA,._ __ ..1,._,.,::#M'-"''Ac,_ __ _.__...clN=<A,__.,_ _ _,;N;A=· ,__,__-"#N"'!'-'-~--- S OILS TEST #1 J631-1f-lHA''I· ::d.Jlll SM DIEGO CA ATTM, DAVID S!TE JOO#: E.NCll'-WJAS Ea.E~Nl lt.$-Ta\LEV'a """""" 6.t A.C,:p1"A'8!.e .~--3..:,e. Sc< ! Nit·aiG "" ,.,.,.,., LF!!,~~rus _!;5 ~ ORGANIC MATTER: NONE ?ER COLA TK)N· ' SOIL Tf>CTURE: N:.CF.A'ABU: ~ ,,_....., '!I ... ;~ Potauiu111 it--5.tll) '"" 2~--~.,,... 2~ Calt':,t.1fl'l. .. sa~or.,n t6!lZ 1,2oz1ga1 16oz 161).Z TEST # 05290il: ___ _,_ __ _,,fll<l:,··e:•~--L--""""=--'---'#N/=A'---'---"'""°''A::..., _ _,_ _ _;#::;NIA,:;,... __ .,_ ___ ~/.'.,__..,__--" .. "IA~-~ SOILS TEST #2 fuJ. Hf-rH AV!-· St .JJ1 SAN DIEGO Cle AT'llll DA\110 SOLNES SITE: JOBI'. ~sreo MATEAIA.t. LIST; FAX~ ORGANIC MATTER· PERCOL.AllON SOll TEXTURE'. !IIIUM MAll:fllAI.. I ~ 'H'ltt""Sf-.,,,=;lo;;',;,~_f ~~~---···· ~~-~TV f:ERTil;,= ... 1 ----- 2 0-28-26 ~ re:tm,IU".. 1' 1-3 12-4-6 11'.Wf 15 20-10-~ 5gr 1 M 21)-1~ 71gr 21 Sup,!!111'bri~e "' .. T'tJIE ~ AMF.f.lOMEXI i Laamex 411 Cll.,cS TYPE II AMetDIIENT SOk..~»TIVU GrP,tim 50--11)(1 # IN/A IIIWA weTTlltG -"""''1'1 -E • 10, ,,.. ... ,.. i:tJ 1<!00 IIF .... TEST • ll52909 ""' ffiJA 46 Sarvm 180,: 1-2ot,gal 16m: l6cz tni ..... -0,. ~,.;,..,;,._i,,!M•~<ift:lot.....,.,,..oft:t.-.............. w,._.,._,ao~t,•fh;i-if<"'"b ...... l!r.<o._,,._h_Nml5.11111:~f,,rny---1o1,,.,.,.....« : John c,..,. Landtclll'•• -10n Ncnth M■raha■ An, El Cajoft.-CA ~-~ 912--8717 -F'a,n 611-N2-0220 ' www.jot',~9C8pM.carri SOILS TEST #3 DEPT. OF ENVIRONMENTAL HEALTH PLANNING DEPARTMENT APPROVAL DATE: / / ----,==----DATE: / / (SIGNED} (SIGl\"ED) LANDSCAPE SPECS. /,PDROVED FOF< llll'<IG/1 IOcJ t,~W PL,\'Hi\lG Of,IL Y, INCLUDING PR[CISE LOCA ·,10N 01· Oi"' F'LANTll-,JG ."R[/\'i. m1a·s , ~#"..e"1/ /~/ ,f.,.,xi,€-A,, ,_, __ 3BJ 5th Avenue, Suite 201 San Diego. Celifumia 92101 WI (15191296-3150 fax {619) 501-7725 www.m/asd com OUVEf-lHAI~ MIHllCIPI\L Wtll'ER DIS fRIC r ij,~111~r., 1----+----+----------------------+----l----+---~---1' ' l-----+----+-------------------+----+----J----;-----1 i ,----+-----+---------------------------1------;--------- l----+-----+----------------------+----1----+----!,-----· SHEET 6 . DW~J 3Y: L-5.1 RCE __ _ n'Jl' DL L [XP, ____ _ ff CITY OF C1\RLSB1\D PLAhNl~G DE~ART~ENT -----·----· JA,TE f.ATF L,txJ~ D SLIDE PROSr:T fW. Jci.f;.e'7 __ DAE !<.EN SIM(v1Ut~:_::; DISTRH::T El,C:l~EER Ci\ TE D,\ TE REV,S,ON DlSC~:IP[ION INITiAc C-P✓-. D 3Y: ___ _ PDCG 12 RVV,,'[) BY: X. Planting Rootod Cuttings: 1. Allow ail plant motertals specified as flat $WCk on planting pli!ns to remain in the tlats or ,ners until time for transplanting. PrOVide sufficient moistUre to flat soil so that sofl does not fall apart Yttlen transplanting plant from the flat. Plant each plant \l\oittl its propornonate amount of flat soil in a manner that 'Mn insure a minimum disturbance to the root system. 2. Top dre5$ all rooted cuttings planted areas Wth muJcti ½" thick. Y. Seeding: 1. Prior to ~g seed, ml!lke the surface of the area to be seeded sufficiently loose and friflb!e to receive the seed. 2. Soo seed evenly. Exercise care to keep the seed mixture miform, av01ding uneven dlstrlbt.mon. Apply at rate as specified on the Drawings. 3. Fellowing the """19 of seed and appllcal!on of mulcll, apply W8tof In a manner, which !{eeps areas moist, but not glistening wet, until time for 1he final inspection. 4. Where d81)reSSiO!I have devO!Oped, fi! wllh accepted topsoil, lighlly compact and bting up l:O finish grade. Reseed filled areas. 5. If any seeded areas are planted prior to the planting of trees and other container material, the Contractot Shall be responsible for any damage to the seeded area caused by his operations and shall repair any damage at hi·s expense. Z. Pruning: 1 . Prune plants only at tho time of planting and according to standard horticultural pracUce to preserve the natural chal'acier of the plant Pruning to be done under supervision of the Landscape Architect Remove dead wood, SLJcirer'S and broken or badly l;r"uised branctu,s. Trees, vA'lich have damage or crooked leaders, unless specified, sttaU be rejected. Use ooty clean, sharp tools. Paint cuts over¾" diameter, covering exposed areas with tree paint. 02499 PLANT ESTABLISHMENT AND MAINTENANCE A. Plant Estabishmont· 1. The plait esta!Jllshmern !)Ollod shall be for a minimum period of 30 calendar dsys and shall be completed before the Landscape Architect '-Nill recommend aoceptance of the Construction COrnract by the OWner. i. Plant establishment period \\411 be extended beyond the spoc/fied period 'Mle!1 plantings have not reached estabHshment in accon:lanc:e with ttle Specifications.. Arrt decisions regarding adequacy of plant establishment shall be determined by the Landscape Architect 3. Prior to completion of the establishment period, ground covets and turt grasses shall coosiist of ei uniform COVM >Mlefe a minimum of 80 percent of the soed gem<natlon pe<centage cer1ifled by the seed eupplier has germinated eod presents a tiealtny, vigorous color and shall e,t:hibit growth to-a minimum of one Inch in height 4. Ground covers planted from flats and rooted cuttings shall not exhibit <:fie-bade at completion of the establishment period. 5. Trees and shrubs at completion of the establishment pel'iod shall not ellow di&-bad<, 6. Ml soeded araa, which has oot developed acceptably In Judgment of the Landscape Archllect, shall be reseeded by the COnlractor, No compensation shall be made for reseeding areas Vvhere seed has not germinated and gror-.vn. 7. Shrubs and trees, IM'licll are deed or show evklenc.e of dfe.-baci( shall be replace by the contractor -"""'· vigorous, and healthy planta B. Malnte<iance: I Toe controctusl maintenance period shall extend for 60 caleoow days from the date of acceptan<e of the Construction Contract by tt,e °""'"'· 2. Dtmng the specffied maintsnance period the project will be mode available for the Otvner's use. The Contractor shall conduct his maintenance operations in sucte a manner as to minimize inconvenience to 1he C>Mler. 3. It is the tntent of this section to provfde a level of maintenance that \!viii present a pleasing and desirable appearanoe at all the times, -4. Turf Maintenance: a. Mow ail tulf""""' weel<ly, or as needed to maintain the height as specified. The bOr'ders $hall be neatly edged. Trim turf around sprinkler heads as needed to maximize water coverage. Remove all cuttings. b. Mow turf to the follO\Ying minimum heights: 1. 1-314' (Odobertt<ough May) 2. 2-114" (June through Seplember) c, Irrigate turf as necessary to maintain proper grO'Mh rate and optimum appea~nce. d. Maintain tLJff areas in a weed-free condttlon. Apply a pre- emergent aabgrass control to all turf areas between February 15 and April 15 before soil exc.eeds 45--49 degrees F. Initiate chemical control of broadleaf weeds as required t.o maintain a weed-free hut condition. e. Adjust \Nater application to compensate for changes In the weather. Contractor 'MIi be responsible for damages OCCUl'Ting due to under watering or wer watering. f. All replacements shall be made Ydth original type material or alternatives approved by Landscape Architect. g. Repair or replacement of equipment damaged as .a result of the Contractor's negligence shall be reported promptly to th& O\Mler. h, Ail systems shall be Ol)Oraliooolly checl<ed by the Contracto, a minimum of once a week. I. Irrigation shall be ac:compllshed between 10 p.m. and 7 a.m. 1rrigation schedule at other times shall be subject to approval by the Landscape Ardlltect. 5. Generat Maintenance: a. Vegetation, either now or previously existing, shall be-pruned or trimmed to prevent OVEirhanging $Klewalks at least seven feet in height or at roactways at less than fourteen feet in heigh!. b. All operations. sha11 be conducted so as to provide maximum safety to the public. c. Leaves, paper, VJA3!eds and any other debris shafl be removed from landscape areas and disposed of off-site by the Contractor. d Conltactor .. 11 clean sidew81~ roaclw8yJ, and any othe< areas affected by his maintenance operations a Notlfkation of all "specialty type" maintenance operations shall be given to the o.mer 48 hours prior to each of the operations by the Contractor. Speciatty type" maintenance operations are defined as: Fertilization, pre-.emergent applications of herbir,ides, turf aeration, turf detact.ng., preventive application of turf fungicide and annual type bedding plant replacement& f. Whenever herbicides are used, Contractor shat! apply them l.Mlen air currents are stm, to jYeVenl pesticide drift onto a jointing property and non-1ar9eted planting and to prevent any toxic exposure to persons Yklethet or oot they are in or on the property. g. Cootractor shall compile and malnlaln "As--Buitf' Draw'lngs ot all work including irrigation systems and including accurate Jocatlons and serial numbers of all major components. A complete set, of "A&-Suilr drawn in fnk on a reproducible medium stiall be delivered to the Landscape Architect before acceptance of the project. "As-bunt~ shall be complete and accLll'ate to the satisfaction of the Landscape Architect. h. During the contract period for construction and maintenance, the Contractor shall pay the cost of all water and electricity Required penntts for WIIMI' end electridly shall be held In tt,e name of the Contractor durtng the construction and maintenance period. At completion of the maintenance period, utility t:it11ings shall be transferred to the name of the OV'ffler and any proportionate monthly utility billings shall be ptO-rated based on meter readings. 04000 MASONRY A. Mortor: 1. UBC type "$" with a minimum compressive strength at 28 days of WJOPSL 2. Freshly prepared and uniformty mixed in the ratio by volumes: a. 1 part Portland Cement b. ½ part Ume putty c. 3-112 parts sand d, tt" plastic type cement used, omit llme putty. B. Grout 1. Fluid consistency. 2. Ratio by volumes: a. 1 part Poniand Cement. b. 3 parts sand o. 1 l)atl Portland Cemont b. 3 parts sand c. 3 perts pee gravtll C. Concrete Unit Masonry: Grade A conforming ASTM C90 and dl-rrtftrlsion as ~ on Dnlwlngs. D. Sl.bmit representative sample of each type of unit masonfY or stone for acceptance by Owner prior to installation. 0500 METAL FABRICATIONS A Submit -Shop drawings for approval in advance of fabricatton. B, Before commencing IM)rk or proceeding with shop amt erection dfiMngs vertfy field constructions. C. Materials Reqtlfrements: 1. Roiled steel shapes and'"""' plates: ASTM A36. 2, Steel tubing: ASTM AWJ Grade A, or ASTM A501 ... mless. 3. S1eel pipe: ASTMA53, TypeE or S, Grade A, black or galvanized. 4. S16"' bolts: ASTMA307, Grade A 5. Fllter material for welding: ASTM A233, E60XX, or E70XX. 6. Shop pnme coat: Federal Specification TT-P86 Type II for red lead/alkyd type paint or Federal Speci1ication TT ..P-645 fOf zinc chromate type paint. 7. Non-shrink grout Master Builders: "Ebecco", Mix A, or Hellemite Manufacturing Co., qpc)Nok'". 0. Fabrica0on 1. Fab!1cate structurol steel In IICCMlance with latest edition of Specifications for Design, Fabrtcallon, and Erection of Structural Steel for Buildings" of Ameflcan Institute of Steel Construction. 2. ConfOITT1 to tolerances for materials, fabrication and erection as given in ~code of standard Practice" American Institute of Steel Construction, latest edition. 3. Shop coat v.ith specified paint, all f<!rrous items, to 1 mm dry coat thickness after fabrication, deburring and grinding smooth v.relds and r'OUQh spots. Touch up after installation. E. Install all metal fabrication pl:umb, straight, true and accurately fitted. Grind smooth all field \Wlds. F. Apply to coats of finish enamel paint to all m"'8I ""1aces. Color as selected by Clwne<. 06100 ROUGH CARPENTRY A. Ltmbec ps 20-70 eecll member'""" bear tt,e stamp of an opproved grading agency. C~aled lumber shall be s4s Douglas Fir unless noted othelwise. Comply with the follov.lng scheciile unless noted othe!Wse. Item S1rudurat llghl framing 2 -4~ thick, 2-4~wide S1ruclura! joists and planks 2 -4" thick, 6" and wider Beams and stringers 5" and thicker \Alldth 2'' or more than thickness Expooed --pollls. feada, And exterior trims ~ No. 2 or better, O.f. No. 2 or better, D.F. No. 1 or better, O.F. No. 1 or better, O.F. S. All rough han:t\Nare, indudlng naUs, bolts, leg screws, timber connecitons, nit be gatvani:l:ed by !ho hot-dip method for exterior use. C. 'Treat all wood member resting on or imbedded in masonry or concrete in accoo::l811C8 v.nth the American Wood Preserving Assoclatlon's standard specifications. 0. Install all membenl tn.e. square, weoly ,poced and accurately jointed. Make all visible and contact surfaces smooth and free from splinter and rough edges. E. Apply 1NE1.ter repeltent preservative to at! members, which are a~ of finish grade prior to assembly by thoroughly brushing or soaking, F. Apply 2 coats of Olymplc stain to wood members. Color as selected by Ov,,ner_ Apply final coat of stain after im.tallation to all expose surfaces by brush. REGARD1NG UTILITIES: PLAN OF EXISTING UTILITIES SHAU BE MADE AVALIABLE TO CONTRACTOR BY OWNER. PRIVATE AND PUBLIC UTILITIES. IF SHOWN, REFLECT AVALIABLE RECORD DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING All LINES AFFECTING THIS WORK ANO FOR /WY DAMAGE TO, OR PROTECTION, OF THESE LINES, NOTICE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANC!' WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WIU. BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINIOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM Ar-rY AND All LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXPECTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL OWNER'S NOTICE TO CONTRACTOR: 1. ALL UNOERGROUNG UTILITIES OR STRUCTURES REPORTED BY THE O'MJER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXANINEO ARE SHOWN WITH THEIR APROXIMATE LOCATION ANO EXTENT. 2. IT SHAU. BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CCNSTRUCTION. 3. 4, THE CCNTRACTO~ IS REQUIRED TO TAKE OU!: PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CCNTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT WE MAY BE JOINING, CROSSING, OR PARALLELING PRIOR TO /WY CONSTRUCTION TO VERIFY BOTH HORY20NTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHAU. BE BROUGHT TO THE OWNER'S ATTENTION PRIOR TO CONTRUCTION OTHERWISE THE CONTRACTOR ACCEPTS FUU. RESPONSIBILITY FOR ANY COST OF RELOCATION OR ADDITIONAL COST OF CONSffiUCTION. DEPT. OF ENVIRONMENTAL HEALTH PLANNING DEPARTMENT APPROVAL (SIGNED) DATE: / / (STGNl:D) DATE: / / II_ANDSCAPE SPECS. rr1Lll s • ;?,,,,./f',.&.?£ fo.S;;,r t,~M7::,.., .,.,._ 3t33 5fh Avenue, Suite 201 San Diego, G8lifomia 92101 tel (619}296-3150 fax (619) 501¥7725 www.mlasd.com OUV[NHAIN MUNICIPAL WATER DISTRICT ~i ~.a.11,,tW ___ . __ K[N ',IMMCJNS DiSTRtCT ENGINEER I DATT -·-+---+----------------- DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAi.. II L-5.2 BUIL T11 RCE __ _ EXP, ___ _ PRO,JFCT NO. DRAW'NG NO. PD06-12 444-6L