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HomeMy WebLinkAboutDWG 419-6B; CT 99-04; LA COSTA OAKS NORTH RANCHO SANTA FE ROAD PHASE 2; 01-20GENERAL NOTES 1. TH/$ PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS, 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CrrY ENGINEER FOR APPROVAL. 4, A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1 ,OD0,000.00 FOR EACH OCCURRANCE OF LIAB/LrrY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND DTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE DF THE IMPROVEMENT AGREEMENT. 7, NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. B. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECh4NICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FJELD COMPACTION REPORT($) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING Tl/ROUGH THE PERMIT CLERK(438-3891) AT LEAST FIVE(5) WORKING DAYS PRIOR TO START/NG CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438:._3891.INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON TH£ DAY BffOR£ TH£ INSP£CDON IS NITD£D, INSPECTIONS WILL BE MADE THE NEXT WORK JAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. TH/$ PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS FSTARI ISHfD BY THF CONSTRUCTION SAffTY ORDERS DD F 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY AN ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OP£RAT/ONS W/1 l CEAS£ 11,/1,/ffilATFI Y ANO THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS. SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING Al ONG TH£ HAUi ROUTF OR AD,JAC£NT STR£ITS AS A RESULT Of THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UT/LrrY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE OUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOvtGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCT/ON TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UT/LrrY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7343 SBC (800)892-0123 ADELPHIA COMMUNICATIONS (760)438-7741 COX COMMUNICATIONS (760)806-9809 CITY OF CARLSBAD (STREETS & STORM DRAIN) (760)434-2980 CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) (760)438-2722 LEUCADIA WASTEWATER DISTRICT (760)753-0155 STREET NOTES I. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO /2/ CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS. UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350 OR ASBESTOS CEMENT PIPE WITH A MINIMUM D-LOAD OF 2 TIMES THE MINIMUM D-LOAD REQUIRED FOR RCP. FOR PRIVATE STORM DRAIN PIPES. UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOL ID WALL PIPE. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24. CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M/9. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETUATED, ANO DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. /0. TWO /2/ SETS OF SURVEY (CUT/ SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER/1/G INSPECTOR. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESS/01/S CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STAI/DAROS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM, HUNSAKER a ASSOCIATES ADDRESS, /0/79 HUENNEKENS AVE CITY, ST., SAN DIEGO CA TELE~NE, /858/ 558-4500 BY, . ,,_,I ,<."'l,., . ....,t...; AYMOND L. MARTIN DATE, , P.E. NO., RCE 48670 EXP I RAT I ON OATL _,6,,f.,.,3.c0fu0,o6c_ ______ _ SOURCE OF TOPOGRAPHY R. J. LUNG AND ASSOCIATES, 2832 WALNUT AVENUE, TUSTIN. CA 92680. /714/ 832-2077, AERIAL PHOTOGRAPHY FLOWN OCTOBER 25, /999. REFERENCE DRAWINGS CI TY OF CARLSBAD DRAWi NG 397-IF CITY OF CARLSBAD DRAWING 368-2 CITY OF CARLSBAD DRAWING 368-2B OWNERS I PERMITTEES REAL ESTATE COLLATERAL MANAGEMENT COMPANY, A DELAWARE CORPORATION /903 WRIGHT PLACE SUITE 180 CARLSBAD, CA 92008 /760/ 929-2701 LEGAL DESCRIPTION A PORTION OF SECTIONS 3/ AND 32 TOWNSHIP 12 SOUTH, RANGE 3 WEST, SAN BERNAND/NO MERIDIAN, TOGETHER WITH A PORTION OF LOT 5 AND LOT 6 OF RANCHO LAS ENCINITAS, ACCORDING TO MAP NO. 848, ALL IN THE CITY OF CARLSBAD, COUNY OF SAN DIEGO, STATE OF CALIFORNIA. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER/SJ 2/3-1/2-02 04 05 06 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 74 E 6262 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD '83 CALIFORNIA COORDINATES SYSTEM ZONE 6 GRID BEARINGS BETWEEN STATION ///8 AND STATION l/26 AS SAID COORDINATES ARE PUBLISHED IN RECORD OF SURVEY MAP NO. /3928 AND ARE IN THE CITY OF CARLSBAD HORIZONTAL CONTROL NETWORK. IE, N 36'47' 12" W. HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 10179 1-luennekens Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)5384500, FX(858)558-1414 ENGINEER'S NOTES I. NEITHER THE OWNER. NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORM/NG TO ALL LOCAL, STATE AND FEDERAL SAFETY AND f/EALTH STANDARDS, LAWS AND REGULATIONS. 2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCT/ON OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. 3. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES. STREETS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT 558-4500. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS, HAY BALES, TEMPORARY DES/LT/NG BASINS, DIKES, SHORING, ETC./ UNTIL SUCH TIME Tf/E PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER. 4. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK, WHETHER SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF AS-BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN. 5. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND ANO UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTING UTILITIES NOT SHOW/'/ HEREON. CONTRACTOR SHALL REPAIR OR REPLACE ITEMS REQUIRED TO REMAIN IN PLACE WHICH ARE DAMAGED. DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION OF THE APPROPRIATE AGENCY. 6. WHERE TRENCHES ARE ADJACENT TO FUTURE BU I LD I NG S /TES, A LICENSED SOILS ENGINEER SHALL BE RETAINED BY THE OWNER TO COMPLETE NECESSARY TEST I NG TO CERT/ FY THAT TRENCH BACKFILL WAS COMPACTED AS DI REC TED IN THE PRELIMINARY SOILS REPORT. 7. THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRED BY THE APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. THE COST OF ANY ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE. 8. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCT/ON, WHICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IN WRITING, WHENEVER THESE PLANS SEEM UNCLEAR. 9. THE CONTRACTOR SHALL NOT I FY THE SURVEYORS 48 HOURS PR I OR TO BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK WITH A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUTHORITY. JO. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE ENGINEER OF WORK, SOILS ENGINEER AND THE CITY INSPECTOR. THE GENERAL CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. I I. STATIONING OF DRIVEWAYS, LATERALS AND PROPERTY LINES ON CUL DE SAC'S AND KNUCKLES ARE AT THE RIGHT OF WAY. PRC AND PCR STATIONS ARE AT THE CURB. 12. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. DETAILED PLANS. A SEPARATE PERMIT AND INSPECTION IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS. /3. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCTION SHALL CONFORM WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. 14. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TEES IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD. 15. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STREET LIGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM. 16. ALL SEWER LINE BEDDING SHALL BE 3/4" BACKFILL PER SDRSD S-4, TYPE C. PVC SEWER PIPE SHALL MEET ASTM STD. 3034 FOR SOR 35 SOLID WALL PIPE. WORK TO BE DONE THE IMPROVEMENT WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS. 3. THIS SET OF PLANS. 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 5. SOILS REPORT ANO RECOMMENDATIONS BY GEOCON, INC. SOILS AND TESTING, INC. DATED MARCH 2000, UPDATE LETTER DEC. 16, 2003. 6. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY 8£ MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 7. FINAL PROGRAM £JR 98-07. 8. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS ANO SPECIFICATIONS FOR CONSTRUCT/ON OF WATER ANO SEWER SYSTEMS. f:t. CITY C'.,,_ '%-+, 0 -1'<" OF "'< ROAD ol'-' :1,-? I" C,L\FfL 88,L\D ROAD CITY OF ,\-y q ~ -U,,~_QN I COSTA ALGA CITY OF ENCINITAS VICINITY MAP N. T.S. DESCRIPTION SUBDIVISION BOUNDARY RIGHT OF WAY LINE PROPERTY LINE EASEMENT LINE 6" TYPE G CURB & GUTTER PER OWG. NOS. 397-/F, 368-2 ANO 368-28 MEDIAN GUN/TE DITCH PER DWG. NOS. 368-2 ANO 368-28 GUARDRAIL PER 368-28 MEDIAN CONCRETE PER OWG. NOS. 397-/F ANO 368-28 PCC SIDEWALK PER DWG. NOS. 397-/F ANO 368-28 A.G. SIDEWALK PER OWG. NO. 368-28 A.G. PAVING/BASE PER OWG. NOS. 368-2 AND 368-28 BRIDGE PER DWG. NO. 368-28 IRRIGATION SERVICE PER OWG. NO. 368-28 IRRIGATION SLEEVE PER DWG. NO. 368-28 PCC MEO~N CONCRETE SAN MARCOS \ \ PROJECT SITE STD. DWG. •G-2 •G-7, *G-9, *G-10 * COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWING LEGEND OF ABBREVIATIONS TC TOP OF CURB GB GRADE BREAK BVC BEGIN VERTICAL CURVE £VG ENO VERTICAL CURVE VP/ VERTICAL POINT OF INTERSECTION BC BEGIN CURVE EC ENO CURVE HP HIGH POINT LP LOW POINT FL FLOW LINE OWY DRIVEWAY FS FINISHED SURFACE PRC POINT OF REVERSE CURVE ST. STREET RT RIGHT LT LEFT TW TOP OF WALL PCR POINT CURB RETURN MVC MODIFIED VERTICAL CURVE CL CENTERLINE BW BOTTOM OF WALL N. T.S. NOT TO SCALE CTB CEMENT TREATED BASE RP RADIUS POINT £OP EDGE OF PAVEMENT ;.,_ COS CUL-OE-SAC STATIONING ., , RCP REINFORCED CONCRETE PIPE SO STORM DRAIN KNU KNUCKLE STATIONING CC CENTER OF CUL-DE-SAC CB CURB GPM GALLONS PER MINUTE SHEET INDEX NOTES AND LEGEND KEY MAP AND DETAILS IMPROVEMENTS LANDSCAPING SYMBOL 17 7 7 7 7 ;a ----IT] L + + + + + + + + + +I + + + + + + + + + SHEET I SHEET 2 SHEETS 3-5 SHEETS 5-20 QUANTITY 10,824 S.F. ENGINEER OF WORK Q RAYMOND L. MARTIN DATE R.C.E. NO. 48670 EXP. 6/30/06 -"AS BUILT" ~/-~~ / R~ 48C.70 EXP. O!b/(3o/;o REVIEWED BY: -~£ INSPECTOR / -MM DATE /2/;o/P~ . DAi-E l----f-----+----------1----+--+--+-----t I SH~ET I CITY OF CAR LS BAD ~ ENGINEERING DEPARTMENT ~ ~===--====================::::::::=:::'...'.:::.=~ MEDIAN IMPROVEMENT & LANDSCAPE PLANS FOR: DESCRIPTION: LOCATION: BENCH MARK BRASS DISC IN WELL MONUMENT ($.D. CO. CONTROL PT. R1B00-288+89 EC) ON EL CAMINO REAL, 2. 63 Ml. NL 'Y FROM LA COSTA AVENUE IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A 0/GALERT IDENTIFICATION NUMBER 8£ ISSUED BEFORE A PERMIT TO EXCAVATE WILL 8£ VALID. FOR YOUR 0/GALERT 1.0. NUMBER CALL UNDERGROUND SERVICE ALERT AT: RANCHO SANTA FE ROAD -PHASE 2 STA. 237+50.00 TO STA. 269+20.63 APPROVED,&/:" • LLOYD 8. HUBBS RECORD FROM: NORTH COUNTY CONTROL DATA TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG I I /'2,,f/oe, RL./v/ 1t.\ A'S -BU /(....1 lot='fi=y=d=EN=d=1r=E=E=t"=R=~~E~-='m-=-="'-a=c.:.4-9=-·=-=·-=-=-E=-X=P-='cc_/ _VfI1=:.._=-=-==,~0~5=8-~==·=-/4="'=::=T=E~ 0:-,,/z.9/a, RU-'\ 1\ACO 01Pe-WL:>LK ou "'-IT-4 7/"tG/ "' 1t"/:i!F , F==+=-'---1-'-'=..::....--'-.:..:.:.=c::....:-=--__:_:.:.....: _______ +----+----tt-'"'f-'=+-="-"-''-1 DWN BY, . ,t,, PROJECT NO. DRAWING NO. ELEVATION: 311.41 NGVD 1929 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY, Hli<L CT 99-04 419-6B ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY,~ "' n ~ ~ "' 0 0 "' I <D w ~ (L 0 "' LI.. (/) "' t w "' w () "' (L ::, ? "' C w ;i, "' 00 "' ~ '--------------------------------------------------------------------------------------------------------------------------------------------------------"":':':-::---:-:-~=~-:-:-:--'"' W.0. No. 2352-114 BIN : ) / ) .,--, -·· I ·-< "'--.. -100605 . 0 :E _. G) 0 .s::i,. -"-) -0 '° I 0,. "' .. / .. /I I I I ( PLANTER I I I I ' ' I , HUNSAKER & ASSOCIATES SAN DIEGO, !NC KEY MAP SCALE: 1 "=200' " ---~--~f::::-::=:::::--;;;-4~~-.,.,..;:,, _______ -; "'···· ···.·· cc:=,:;~~11~,:~~: ·1~!2-~ .. ····· ~.c.=~-r-1 r ··= • ~-. .. . .. LANDSCAPE ME:DIAN CUT-OU SSH p TS A OWN ON LANS .,.--ME:DIAN CONCRETE -SEE NOTES BELOW-..., ~ -18" (TYP.) I I I I I I I I I I I , I I I I I I I I I I I I I I 1,. I I I I I I I I \ SEE LANDSCAPE PLANS FOR THIS AREA (TYP.) \ PLANTER ' ' ' ~ JO' (TYP.) 70' (TYP.) CURB UNE (TYP.) TYPICAL LANDSCAPE MEDIAN PLANTER CUTOUT NOT TO SCALE SHEETS 3-5 ··----~---1-·· -.L/ _,;,:.----""'-, ~-~----:;. ----.. . "1 ----....: -- ' \ ~~- LEGEND RIGHT OF WAY EXISTING SEWER EXISTING WATER EXISTING REC WATER EXISTING STORM DRAIN EXISTING CURB, GUTTER AND SIDEWALK BRIDGE AREA SHEET NO. V77VZZ77J @] MEDIAN CONCRETE NOTES 1. THE ME:DIAN LAYOUT SHALL BE IN CONFORMANCE mTH THE "ARTERIAL MEDIAN LAYOUT" (PER APPENDIX C.2 OF CARLSBAD LANDSCAPE MANUAL) UNLESS OTHERmSE SHOWN ON THESE PLANS. 2. CONCRETE COLOR AND PA TERN SHALL BE AS SPECIFIED UNDER • ARTERIAL STREETSCAPE THEMES" (PER APPENDIX C.1 OF CARLSBAD LANDSCAPE MANUAL} AND AS APPROVED BY THE PARKS AND RECREA noN DIRECTOR. 3. PRIOR TO INSTALLA noN, A 10'X10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLAnON OF THE MEDIAN CONCRETE. 4. CONCRETE SHALL BE A MINIMUM OF 560-C-J250 mTH 6X6 -10X10 WEWED WIRE MESH THROUGHOUT. 'it-... 1\::-·:;.,,,,_c,"' . ' ~ ~ ,/ ,, ,. - ::,' ----. 0 200 400 600 i 1 ~~- 1 ' SCALE 1•~200' ENGINEER OF WORK 2_; ~/),cJ:._ R~ND L. MARTIN R.C.E. NO. 48670 EXP. 6/30/06 REVIEWED BY: "AS BUILT" '/~,/ EXP. c:,<,,/aoj_;sz_ £?:. INSPECTOR ? 2/_1,,_{u_r_, DATE llAAg DATE MEDIAN IMPROVEMENT & LANDSCAPE PLANS FOR: RANCHO SANTA FE ROAD -PHASE 2 STA. 237+50.00 TO STA. 269+20.63 APPROVEDQ'r • LLOYD 8. hU88S 1---+-----1-----------------j---j---t---t--, ~4~cxp 11TIT7058)5,/~-{;E 00 w ~ CL D fr'. "-V) fr'. f z w ::e ~ fr'. CL " / 0, C w DWN BY:-< ,rrb--PROJECT NO. DRAWING NO. _::!. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:~ "'-,!:L_ CT 99-04 419-6B "' PIANNING 10179 H"eaoekeos S t,eet REVISION DESCRIPTION CITY APPROVAL RVWD BY:-f'..~' 1:J ENGINEERING Saa Diego, c, 92121 ENGINEER OF WORI OTHER APPROVAL ~ l--s~u:Rv:,v:1N~G~P:H(a:s:a)s:sa~••:su:o•~FX:(a:sa:)s:sa:•14:1•'.._ ___________________________________________________________________ _;_ ___________________ .====================-------------------------------~IM;:--2-J:sz'.:'.'7j~ ii 1//M/oe, RL/vf l2.\ AS• BVILT W.O. No. 2352-114 tJIN : 011209 '\00605 I\) 0 -I\) - 0 "° I °" OJ .... . r:· -····. :::· t.: .: ... l ... , . : : ··. ·-. ·•· ... ·······-····-····-····•·· -····r L ' ····---·····t ' ..... ' ... ·-1" - ' t -f·· ·'····-· - r····:· .. ·····- -+ ...... j .. ........ .. ''' . --· -, .. - .... :: ··--·· -·····i : :-· ' •. ::i::· ' '''''' ''''' ;..: -+--+-·;::· .:..:..:_______··· ... . ···---1-·· i•• r••· l . : ..... J: I - . .. . . . . . ·-·. i--. ' .,. . .. I· ·l ·-...... -·-··-- -··-·-····-· :::::· ..... • .............. + .. ·-··· -··· -... :::: " .• f ' ' .. :1 ::· . ... ..... ····i ·-... .. . ( ···,; ··-·t.-· ··-···--··1···· -·····:::·:;~:;;; :· --··. ,. . .. fc--ct=t:==+=~ ·==i· ~--cj .. :=i-:=t-j,:=f----i:-C'·cc:±:=.,1.:-=--7-+=F.+=.P'-4=+=P:+= .=-4=+~b+=k-4=+-..cl--"4---"1-=4····-· ······i-::::-:-:¥:··· · -·:..· :===:="::_. .. -_.·.ic•_.··c..ic=+=1--_.. · ---:t: :i::·· -·F· ' PLANNING ENQNEERING SURVEYING . · __ ·· . I. ' . L ' .......... ·-... ····-· :::::· ( SIDEWALK PER DWG 397 1F EXIST. ROW~ " ____ .,; -_j..-, ----------·-.... ~ ~;~-~:&G -;ER __ _ ~ DWG. 368-2 f: t':) HUNSAKER SIDEWALK PER DWG. J97-1F & ASSOCIATES SIIN DI E GO, INC. 10179 Huennekens Street San Diego. Ca 92121 PH(858)558-4500· FX(858)558-1414 C&G PER DWG. 368 ........ , --+· ' .... -· ······\·· ·~ STREET LIGHT PER DWG. 397-IF --· · ...... . . :::, j· ·-+ I· ···.1 REC. WTR PER OWG. 368-2 . ·····t· ---+--+--+ ··-··,··· ·····t : " ""' --AC DIKE PER owe. 368 2 i I STDRMPER4 1 DWG. 368-2 AC DIKE PER OWG. 368 2 ---.-._ ,'r J ',/ C&G & s/w PER '''77 DWG. NO. 397-IF / ····-... -·-·--·-·· f. . .. j ... . . ;. ·····. . .j. ••• ·-.. ·-. -•·-··:.1:::: I ...•...... ··-··· ···--· ·-·----···-···--· ·--··· ......... . ... . ··f······•·- .. --f-- ...... 1:.-· . --··-..... ' ' --·J· ,.j,. • .. ' '' '' i I . . .... • :• ·1 • :: ! '' '' '''''' '''''' . ····-·•·. -···· ····-·•·· ··--·-·-··. -··-. :::· -···-·· ··-··--·_::· ' ·1 . -·-·-- ...... ······•···· ·-···· ··--·J . • •.. ,, '''' !. ' :::·· ·--··· -····: . . : :i::.: . ' '' ' I''' -····t· .. -.. ·-···-··::L . ::: ... . ... ---:::::: :::::: ::::::~:: ··-···-·-..... r •=F"f•=::"":;:··=·=t='F=.=:Ljc-4--.. ::+r-: ~=jc.c=J=+=j~• , . ···--· -··· . .: .. -- JC::: . ·--··· -···--•-····· ' :::::i : ·•t ·--··· -····-•· ·-···-··:::t" ..... ( .... !····· ··!--"l' ·-···-···+:·- :::r:: .: :::::: :-- r:·· . .. · ..... --··· <· ::.:r::·· ·-··· .... '' ·1 i .. ·-·. j_ ..•• .• cc! ... ' ,,,,.,, -··-· -... t· I I :::::: :::::.!.. · ...... _ ,--. • .. J .... -,·--·::::t: .. -···--·-.. : ... :t:. " ,. ' , •••••••• __ :, 0d:=rci=-t-=t=.f=t-c-!=+=~-:c..:;;=:==•=::=:.·+.=+. =+-1=+=µ4·:..·~T·::4· -+-J:..=::= .. J:.::= ... = .. h d.-:4~•-_·_j,"J::,::.:_•·_::·j:.::..::(:::.::..j::_::_( '.:...:1..::J· _ __:_·1--· ...... -tccccl=cr=l='f=t----'f=+==~= .. t."'.::"'::fJ•====·==cl=±=l=4=i·_~---., ·!c"+=ic=.=.'!,= .. = .. +==+-+-._.J . FUTURE STREET 'E' i i .I I ' FUTURE A VENIDA SOLEDAD I ::: ·:: .:::::r=:=:+: ... -·· =-:::::::::_:· ..... , ... . . ·,• r7 n C&G & S/W PER DWG. NO. 397 1F~ _ .. EXl~T. ROW~ I / C&G & S/W PER ~:-,-- DWG. NO. J97-1F I , • ' ..... __ ..,: ..! ST. LIGHT PER / DWG. 397-IF _.,_ RANCHO SANTA FE ROAD (RSF RD,) 0 40 s,...o ____ .:.:120 SCALE 1'= 40' DESCRIPTION: LOCATION: BENCH MARK BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC) ON EL CAMINO REAL, 2. 63 Ml. NL 'y FROM LA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL lMTA ELEVATION: 311.41 NGVD 1929 C&G PER OWG. 368-2 DATE INITIAL -···· C&G PER DWG. 368 -· ...... ENGINEER OF WOR~ ···--· ---····· '. ·-r· ' :-i, ........ ' ..... ------.... ···.,······--· REVISION DESCRIPTION DATE REMOVE MEDIAN GUN/TE DITCH INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL .. L ... J PROFILE SCALES ·c T ' ., " ' ' ' ' ' ' HOR IZ. VERT . ENGINEER OF WORK 1 " 40 ' 1 " ~-t;;:~ DATE R.C.L NO. -48670 EXP. 6/30/06 "AS REVIEWED BY: --£< INSPECTOR CITY OF EXP' o,;,/3o (io /Z./J " /or ' oITE CARLSBAD ~ L2_J ENGINEERING DEPARTholENT MEDIAN IMPROVEMENT & LANDSCAPE PLANS FOR: RANCHO SANTA FE ROAD -PHASE 2 STA. 237+50.00 TO STA. 269+20.63 APPROVED (Jr .J. ~--,,,,,,, -~ CITY ENGINEllR RCE -' DWN BY'.~ CHKD 8~: ~=-- R\IWO BY: EX D 1 PROJECT NO. CT 99-04 LLOYD B. HU BBS ~l,ij,r,f / <1 ,,05 DATE DRAWING NO. 419-6B W.O. No. 2J52-114 QIN · " C C ' 0 :E G') ------------, -------------- ---·-r- ·----j ------------------C ---------------------------------·-::l::::: ----------------: T ----------------------+- ------------·:::c· --------------···· .... ' -·· --. -· t---------:: : ::::i: :: - -----' --,T ._-::I • ·--- -----------··t·· --·--------------::r: -------i----_- · - ----L . ---------------::· --- ---------------------------------------------------------.. . ·--------------,------------------------------:r- ' ' . ---______ ; __ I : i '·----------j- -----·1 : ~ -------------,-F L .. -l ---- ------ - : : :: : : -: -: j: :: :---: . :: : : ::: ::: :::-::!::--,. :::: .. :1:: . . .. :._· -----~------------_ -____ ---:J __ ---------__ : __ _ -------------------------L:.._____ ::: :-···_· _____ -------··--------:- : L t: -------------------------,--' '--:::::_ :_-_ .. r-:_-·-----------. ·r--.. 40 0 4_0 ____ _:80 120 PLANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO, INC 10179 Huennekens Street San Diego, Ca 92121 PH(858)558-4500· Fx:(858)558-1414 SCALE 1 '= 40' (/ / ----! ----------- ___ :: :: ____ _j_ ---··-1-=-= .. ::: .. · ___ :::: ___ J __ ---------+-- . l: ________ ·1::· ------·---------~--.. -·-----__ -_____ ::_:).:::: C&G PER DWG. 368 2B ' .. :::. -----.... --------------:: : . 1-.. -- EWER PER DGW 368 28 -------_ 1 - ----------1-- ·--1-- -----_----->-- ... ::·· _____ ---------___ --____ -·----___ --_ ··:_ ·i::::::. C&G AND S/W PER DWG. 368 --------------1-- -----------,--:f -----------------.. :::::-- - _____ ,_ ·-· ------·.L:· ---!--- --------------::::::j ·----_::-:::::! ::::: ___ .:-: ::. __ _l ___ :_+::--,_ I::· -,f-- ---__, ... -+--. ::1 ::1-:::: ... , ....... d cc, __ -t. 7=FF+==±=+---'-:--'-'---i=±':'-l_=,:=:j:_[= .. :+f,·-'_· F=+=+:'4----'-+=+===1'=+----'--___ -__ .,>-_===i=J ::: :::: ,j ---·------, --:·-···-<·--:..:.:_ ::::-•---·-~·-:::;::::::=::::L::= : __ :_ .- : :: -: i::: i - I ______ , __ . ·-·-r-- ------------ -----------------• ---::.::__-- ---------::: :::::-------------,-- ----------------------------:--_-------·. AC DIKE & AC s/w PER DWG. NO. 368-2B ---=--- I ·f -----. -····· ::: : ::+,:_ J ----· ........ ---------------t- C&G PER DWG. 368-28 .... __ ·_-· _··. --::::j:·=:·-r· ---r-.-----------------,···· ' _____ : - -----+_---T f ·c •••• ,l ••• ---- •••••• L 'T::: l :: I -=:P-:f=f---"'·-"'-=-':'-c-:ct=Ff-:3=F==1:_ ::_:_•_:.:t_,=,=.=1:=_= __ I'-_ ----r_~_c: __ ±.'::_=t=cl F_"1 __ =_= ___ +_'-,,-, ,=,=e=l-+--l-=-=•l:-=+==ct:c __ '-__ :=_ -~---:_,("'_,_+-'+----'--,_ ---+--'""-'"I ·1-· ----------,--···i-- HOR iZ. VERT. 1 "=40 ' 1" 8' REC. WATER PERI---- -_ D!!E:J68 2~ _ - __ ...-' ·<~ 25B+ ( e".S t tr:: _.---,, ------00 < 00 -_!!7:-(}{) --.. --.. . . -/_...,;.-r..::i 00 r..::i / , oWG J~~-2B Z O r:,;;i STREET LIGHT PER DWG. 368-28 - RANCHO SANTA FE ROAD (RSF RD.) C&G PER DWG. 368-2B M£DIAN p£R -'~ tr:: 11.l -i~ I , CL INT. 256+15.54 RSF RD.= 9 7 + 76. 33 SAN EL/JD RD. V ... ,. ' I I, II \ fJ~-~ ~ ~ ' if A \~-\ \i \ ' l \ \ \ ______ .,,..____ 1 ·\ I \ \ Ii l \ 1, r SAN EL/JD ROAD _1 \ \\ \ I \ PER DWG. 368-2B 1 . \ I I I i i ~-"'"' ~ \ '. JI I \1~ SAN EIJJO ROAD PER DWG. NO. 368-2B, 392-9C AND CITY OF SAN MARCOS IP-4517 BENCH MARK EXIST. ROW ENGINEER OF WORK ~.X /JJ- RAONDLMARTIN 1 DATE R.C.E. NO. 48670 EXP. 6/30/06 "AS BUILT" . i#t EXP. or,,/80/lo DATE REVI EWED BY: -/4...:-,,c,;: ~· INSPECTOR !SATE I SH:ET I CITY OF CARLSBAD ENGINEERING DEPART~ENT MEDIAN IMPROVEMENT & LANDSCAPE PLANS FDR: RANCHO SANT A FE ROAD -PHASE 2 STA. 237+50.00 TO STA. 269+20.63 DESCRIPnDN: BRASS DISC IN WELL MDNUMEWT (S.D. CO. CONTROL PT. R1800-2B8+89 EC) APPROVED Qr-LLOYD B. HUBBS ,,,._,, ,; 4 & <<<.#~/ad.~ :k sl'f /oS: LOCATION: ON EL CAl,/IND REAL. 2. 63 Ml. NL 'Y FROM LA COSTA AVENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVAnDN: 311.41 NGVD 1929 l/r;,,,10l> R.i-/.1 AS-E>U!L::r CITY ENGINEEhcr::ldR@ r•e 12/31/0Y ' DATE l"l<:l'.,~/2'~.,~/~a ~i<:J...J-'l~:'.:!_.,<'.'l.:1 ~=~="=-::,"'10,,.e..~•::''l>l"'::'K":::__'OU~=~Ti::_.j:-+ ______ _.j. __ _.J __ J 7~ turec_JocJ_IWi-~~•tJL ~~~=====;"~====~~~~~~==~~ r ,-'OWN BY: ---f>n,rt~ ------DATE INITIAL DATE INITIAL DATE INITIAL "'"~ PROJECT NO. DRAWING NO. ENGIN EER OF WOR REVISION DESCRIPTION CRVWHKDD BBYY:·_-l~=--1 CT 99-04 419-6B tcl OTHER APPROVAL CITY APPROV.AI W.O. No. 2352-114 D.lf\J • ~ C C 0 I " ' C < " 0 C C ~ u u < J C C a u u a , ' ' u . , ' ' ' C 0 -I\) 0 ) ------ ,. I . . i. I -..... ------- . :::. -----------+-.. ··• :::::1 .. r PLANNING ENGINEERING SURVEYING --T - ___ ;_ ·· ... r EXIST. ROW HUNSAKER & ASSOCIATES S A N D I EGO, INC. 10179 Huennekens Street San Diego, Ca 92121 PH(858)558-4500· FX(858)558-1414 . I .. ___ J __ -----::".'::_. :r···_:: ---- ---- -------:··: : ___ : :::.:: -==--:1::· -----··::?;;;::::;::::r:---=- .:::_ -----,- •i :: .:t: .. ., . . ' .. -.. + ··+ . ···+ .,. t· ....... t· I ·············· ··t· ...... .. I :J: --·---·-·--f--· i I • - • i -----r: - ' [ ------:t::::-::::::;:·- :.J· .. -··------::::: __ ----------+:: _ _J_-- --- 0 •·+·+ _ : ::_:::1: ::::F SIDEWALK, CURB AND GUTTER PER DWG. 368-28 40 I 80 SCALE 1 •= 40' =~·•···•~· II i••~.l ii .. ::.:::. .. :::·. + -------·---! .. ' 120 ·--- re -=:.:::·1. ·:· ·:_ .. .I ---. ,-- . . . t. --.. J._ :1: . ' -::::::t::: .. J:_ ·-----( ... :: :t::: _____ ,_ ---···· ----•••..... i ... , .••• ---· I__ ___ _ ---1----------------··:·1-··-·-------:-- ' - - --· .. ---::_ -------- F I ---------------- I ' I I l - I ----- ·--·--___ ::: ::· .. ······-·· _1_::. ... ····-· ····· . ·+ ::::':_ ----- ··l· .. -·-<- ----- l ----- 'r' ----, __ .) .. _ I ::: __ :::: ' . . 1 ... , i t .. :::. ' .. . : --:_: -- . i I I I, L a: ' I ' . I ---I ·-::;:: ----:.J-: ,···· l --- --T ----------,-- ' . . ... -··· -·-· 1 •... · .. :::.:. -. .:t:_ .. ... ··,1 -·' ''-._ STREET LIGHT I PER DWG. 368-28 RANCHO SANTA FE ROAD (RSF RD.} ::::r --: .::·- ---...... - ' ... ::··---:·- _· : :::: __ : ___ ·: ::: -r - ~ ··•:+ ••. •J•· ;:::;:~: ;: ________ I:; ---r - --------f ..... -l . ... :'.._ .. .:._ . t -.. -., .. . - --L ~;:: :: : - ----,-- L ··· ·•t••••··•::f:c{ --:T: ::: :::::: ::::::1= . -I--____ :::;_) __ • ••• I - ... : t -->· - I -----_[_ -----. -. ' ----::::.: -----------------------1----•••• · . : ........... -- ::::::±:_ ·-------------···+::.::: :::::-------,---______ .. __ ::::: :=. : :::::::r.:::::: -f" ..••.••. - - - --- --------· ---j_ __ --"-1--: -; -····· ..... -------- -.. ----------·-.. :::: . .. · · ...... . ____ · .. _ .. :;::::::. :::::: :::::: ... ,_ .... GUARDRAIL PER DWG. 368 28 POLICE RAMP PER DWG. 368-28 -----+-- : :::: .. -··-·--· -------:_ --::: ---------------:: :::_:: -------···_ . . -__ -----------:r: :· : : -. . .. :: :::::: ------(- ----=-::::::;:: MEDIAN LANSCAPE AND IRRIGATION PER DWG. 368-28 - , ' PROFILE SCALES . HOR IZ. VERT . ENGINEER OF WORK 1 " 1 " 40 ' 8' RA )'MON D L. MART IN ' DATE R.C.E. NO. ,48670 EXP. 6/30/06 "A~; BUILT" ~v ;;;;:;c FXP. ¢<,/3o/to REVIEWED BY: -z:_. ~ .• INSPECTOR DATE ;z./1 0 /ow DATE DESCRIPTION: BENCH MARK BRASS DISC IN WELL MONUMENT (S.D. CO. CONTROL PT. R/800-288+89 EC) RANCHO SANTA FE ROAD -PHASE 2 STA. 237+50.00 TO STA. 269+20.63 1-1-=====i====i============================~=====t===~~===~====l b==============;L~LO;;;i'.~D~B;;'_=H;=;;U~aiiia~s APPROVED (7 y • . LOCATION: ON EL CAMINO REAL, 2. 63 Ml, NL 'y FROM LA COSTA AVcNUE RECORD FROM: NORTH COUNTY CONTROL lMTA ELEVAnON: 311.41 NGVD 1929 DATE INITIAL DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL A ✓. ~ ~ ~ #IF_,lof •r", T .. ~Y-E'"Nc-r"'N"'f:..E <-!,R ~e>fici~c:-:E:-"3fe~~l)fllf~r'"'"'""~Ec;:X;;;P~Z 2'/TTJ ,;7 /05' DA TE OWN BY: --i,;n:'i,,-- CHKD BY: -"F.....,~-- RVWD BY: A<o. . PROJECT NO. CT99-04 DRAWING NO. 419-6B ' . ' ' ' r ,L 0, 0 - RECY CLED V'lATER NO TES RECYCLED ~ATER SYSTEM I. ALL JriOF<K SHALL BE DONE IN ACCORDANCE H ITH THE CMJ.-lD HATER D ISTRICT'S "CARLSBAD F<ECLAIMATION F1.I.ILE5 A ND REGULA TIONS FOR CONSTF1.Lie-TION OF RECYCLED HATER MA INS" DATED OCTOBER l"l'l::5. 2 . D RINKING HATER FOUNTAINS SHALL BE PROTECTED FROM SPF<AY OF RECYCLED HATER. BEST MANAGEMENT PRAC,TICES SHALL BE USED TO MINIMIZE F<ECY CLED RECYCLED HATER ENCROACHMENT ON RJBLIC FACILITIES SIJC,H AS PICNIC TAEILES, OOG'S, PLAYGF<OUNDS, SAND TOT-LOTS, ETC. 3 . BEST MANAGEMENT PRACTICES SHALL BE USED TO EL IMINATE OF< CONTROL TO THE BEST EXTENT POSSIBLE PONDING, LANDSCAPE ARCH TECTURAL FLANS FOR: S IGNAGE NOTES THe l"OLLO'°'IN6 6UIOl!!LINI$ l"Ol'l TH!! use OI" 1'11.eC'fGLl!!O ...,._Tel'l Al'le TO Be l"el'II.MANeNTL '( l"OSTeO INSIOI!: THe OOOl'l 01" l!!ACH GONTl'lOLI.l!!l'l l"IHl!!l'le Tl-ie'I' AIIU!: l!!ASIL'f V ISIBLI!!. !"LACI!! ON 8-1/:2 ")(11" SIZl!!O S I.SN. GOLOl'l, ~l"L.I!! BACl<61'lOUNO ... ,rH !!!LACK Ll!!TTel'llN6. 00 N ~ N F1.I.IN-OFF, OVEF<-SPF<AY AND MISTING. 4 . HOSE 6 16 5 ARE STRICTLY PROHIB ITED. 5 . Cl<OSS CONNECTIONS BETWEEN RECYCLED HATER AND POTABLE HATER LI NES ARE STRICTLY PROH IBITED. b . NO SUBSTITUTIONS OF PIPE MATERIALS H ILL BE ALLOWED H ITHOUT PRIOR. APPROVAL OF THE CARLSBAD MUNIC IPLE HATER DISTRICT. i . ALL MAINLINE P IPES SHA LL HAVE HAF<NING TAPE PER CARLSBAD MUNICIPLE HATER D ISTRICT'S F1.I.ILE5 AND REGULATI ONS. 8 . HOURS FOR IRRIGATION H ITH RECYCLED HATER ARE FROM "!,00 p .m. AND b ,OO <>.m. THE HOURS FOR IF<F<lc5ATION H ITH D ISINFECTED TERTIARY RECYCLED HATER MAY BE MODIF IED BY THE LOCAL AUTHOR.ITY. IF<F<lc5ATI ON DU'I.ING PUBLIG USE PERIODS V'IITH D ISINFECTED TERTIARY RECYCLED HATER SHALL BE LINDER THE SUPERVISION OF THE DE51c5NATED USER SUPERV ISOR.. IF<F<lc5ATION WITH HATER OF A LESSER GIJALITY THAN D IS INFECTED TERTIARY RECYGLED HATER SHALL BE BETWEEN THE HOURS OF "!,00 p.m . AND 6 ,00 <>.m. "I. 6UF<IAL OF ALL HIF<INc5 AND PIP ING SHALL MEET THE CARLSBAD MUNIC IPLE HATER D ISTRICT'S F1.I.IL E5 AND REGULATIONS. 10. NON-DE51c5NATED USE A REAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED HATER, J.-lHETHEF< BY H INDBLON-1 SPF<AY OF< BY D IRECT APPL ICATION THF<OI.Jc5H IF<F<IGATI ON OF< OTHER USE. LACK OF PROTECTION, WHETHER BY DE51c5N, CONSTF1.Lie-T ION PRACTICE OF< SYSTEM OPERATION, 15 STRICTLY PROHIB ITED. II. IF<F<IGATI ON HEADS SHALL BE RELOCATED OF< AD..J.JSTED TO MINIMIZE OVEF<SPF<AYING ON SIDEWALKS, STREETS AND NON-DE5 1c5NATED USE AREAS. 12 . RECYCLED HATER GUICK CO\JPLI NG V ALVES SHALL BE OF A TYPE DE51c5NED FOR THE USE ON RECYCLED HATER D ISTRl6UTION SYSTEMS PER THE CARLSBAD MUNIC IPLE HATER D ISTRICT 'S F1.I.ILE5 AND REc5ULATION5. 13 . ON RECYCLED HATER SYSTEMS, ALL APPUl'I.TENANCES (SPRINKLER HEADS, VALVE BOXES, ETC) SHALL BE C-OLOF<-CODED (PURPLE) PER~ GUIDELINES AND SECTION 116815 OF THE C ALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IF<F<IGATI ON PIPES SHALL BE STENCILED H ITH THE HAF<NING, ',SON-POTABLE OF< RECYCLED HATER,'' COLOR-CODED (PURPLE) AND LAID HITH HAF<NING TAPE AND STENCILING ORIENTED TOHAF<D THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPLE HATER D ISTRICT'S F1.I.ILES AND REGULATIONS. 15. ON NEH ON-SITE SYSTEMS (POST-METEF<), POTABLE HATER, CONSTANT PRE~ F<ECYCLED HATER AND SEHER L INES SHOULD BE PLACED A MINIMUM OF FOUi< FEET APART OF< AS D IRECTED BY THE PROJECT ENG INEER AND /OF< REc5ULATOF<Y AGENCY. MEASUF<EMENTS SHALL BE BETJ.-lEEN FACING SUF<FACES, NOT P IPE CENTERLINES. lb . CONSTANT PRESSURE RECYCLED HATER LINES SHALL CROSS A T LEAST THELVE INCHES BELOW POTABLE HATER L INES AND MA INTA IN A T LEAST TY'ELVE INCHES Cl<OSSINc5 SEPARATION BETWEEN OTHER UTILITIES. Ii. IF A CONSTANT PRESSURE RECYCLED HATER LINE MUST BE INSTALLED ABOVE A POTABLE HATER LINE OF< LESS THAN TWELVE INCHES BELOW A POTABLE HATER L INE, THEN THE RECYCLED HATER LINE SHALL BE INSTALLED HITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNIC IPLE HATER D ISTRICT F1.I.ILE5 AND REc5ULATIONS. 18 . THE REGUIF<ED CROSS-CONNECTION SHUTDOHN TEST SHALL BE DONE BY THE CARLSBAD MUNIC IPLE HATER D ISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. I"!. THE F<EGIJ IRED CROSS-CONNECTION SHUTDOHN TEST SHALL BE DONE BY THE CARLSBAD MUN ICIPLE HATER D ISTRICT AND /OF< THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS H ILL BE FOF<HAF<DED TO THE NON-INSPECTINcS PARTY. 20. THE DESlcSN AND LOCATIONS PROPOSED FOR RECYCLED HATER "DO NOT DRINK" SlcSNS SHALL BE CALLED OUT ON THE PLANS. 21. HHEN RECYCLED HATER BECOMES A VA ILABLE, AN ON-SITE USER SUPERVISOR. SHALL BE DESlcSNATED IN WRITING. THIS INDIVI DUA L SHALL BE FA MILIAR HITH PLUMBING SYSTEMS HITHIN THE PROPERTY, H ITH THE BASIC CONCEPTS OF B ACl<FLOWCROSS-CONNECTI ON PROTECTION, THE RECYCLED PUF<VEYOR.'5 F1.I.ILE5 AND REGULATIONS AND THE SPECIF IC REGUIF<EMENTS OF A RECYCLED HATER SYSTEM. COPIES OF THE DE51t5NATION, HITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE GA RLSBAD MUNIC IPLE HATER DISTRIGT. IN CASE OF EMERGENCY CONTACT TIM 0 '5 1<.ADY NAME A T 1b0."12"1.2101 PHoNE NUMBER OR. AFTER HOURS CONTACT __ T_IM_0 ~'5F<=A=D~Y __ A T 16 0 ."12"1.2101 NAME PHONE NUMBER 22. ALL PUBLIC AND PRIV A TE POTABLE HATER MA INS INCLUDING FIRE MA INS AND ANY HATER HELLS AND HATER C-OUF<SES HITH IN THE RECYCLED HATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OF< ARE NOT DRINK ING FOUNTAINS AND /OF< DESlcSNATED OUTDOOR EATIN5 A REAS ON THI S SITE. 24. EDUCATED ALL MAINTENANCE PERSONNEL ON A C-ONT INlJOUS BASIS OF THE PRESENCE OF RECYCLED HATER. PEF<SONNEL MUST BE INFORMED THAT RECYCLED HATER 15 MEANT FOR IF<F<lcSATION PURPOSES ONLY, AND 15 NOT APPROVED FOR DRINK ING PURPOSES, HAND HASHING, CLEANING OF TOOLS, ETC . cSIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT 15 IMPORTANT THIS INFOF<MATIO BE D ISSEMINATED ON AN ALMOST DAILY BASIS. 2 5. A PHYSICAL SEPARATION SHA LL BE PROVIDED BETWEEN ADJACENT AREAS IF<F<lcSATED HITH RECYCLED HATER AND POTABLE HATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOH STRIPS OF< OTHER APPF<OVED METHODS. 26. THERE ARE NO OUTDOOR EATI NcS AREAS, DF<INl<INcS FOUNTAINS OF< .-ELLS IN THIS SET OF PLANS EXCEPT HITHIN DOMESTIC IF<F<lcSATION AREAS. BLACK LOGO TYPICAL SIGN S PURPLE BACKGRO UND IB" 1 -"lr--lr" _______ N_.r_.s_. ------ k 36,, 1" BLACK LETTERS Jr In Order to Cons erve Water ... 1 N.T.S. •1 ~ ______ .,_ __ _,_ _______ .,__ __________ __,. __ DO NOT DRINK RECYCLED WATER IN USE NO TOME EL AGUA WASH HAN DS AFI'ER CONTACTING LAVESE SUS MANOS DESPUES DE USAR IB" X 18" SIZE 0.032 ALUMINUM, 0.060 ABS PLASTIC OR STICK-ON VINYL SIGNS. (SIZE) 12" X 38" WARN ING RE CYCLED WATER DO NO T DRINK WATER SH HANDS AFTER CONTACTING LA ESE SUS MANOS DESPUES DE USAR 0.032 ALU1,CINUV, 0,060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS . .; N ~ -z LEGEND © ll'll'll6ATION l"LANS [!J l"LANTIN6 l"LANS - KEY / RECYCL ED ~ATER IV!AF NOT TO SCALI!! RECYCL!::D )l",!ATER MAI NL I NE ■ ... Rf::CYCL !::D )l",!AT!::l'lt MET!::~ L OCATION RECYCLED )l",!ATER S IG N L OCATIO N RECYCLED )l",!ATEl'lt Al'ltEA SI l!:!:T IND!:X SH!::ET , T l TL!= SHl=l=T l!'otRIGATION FLAN l!'otflot lGATION Ll=Gl=ND lflotR IGATION Dl=TAILS, CALCULATIONS IRRIGATION SPECIF ICATIONS PLANT I NG FLANS PLANTING Ll=Gl=ND, Dl::TAILS, AND NOTl=S PLANTING SFl=CIF ICATIONS DECLARATION OF RESFONSl6l..E CHAfl'.($,1;; SHEET NO., E, "1 to "'I 10 II 4 12 1:5 .$ 14 IS to 1"1 1e, I "'I 4 20 I Hl!:fli:l!:B'T" Dl!:C.LAfli:I!: THAT I AM THI!: LANDSC.A!"'I: A!llCHITEC.T OF ~RI< FOR THIS Pfli:OJl!:C.T, THAT I HAVE: !:X!:!llCIS!:D RESPONSIBLE C.HA!li:(S,!: OVER THI: D!:SIIS-N OF THIS Pfli:OJ!:C.T AS DEFINED IN SECTION b10S OF THI: BUSINESS AND PROFESSIONS CODI: AND THA T THI: D!:SIIS-N IS CONSISTENT l"IITH CURRENT STANDARDS. I UNDERSTAND THAT THI: C.H!:C.I< OF PROJECT DAAl"IINIS-S AND S!"'l:C.IF IC.ATIONS B'T" THI: C ITY OF C.Afli:LSSAD AND THI: SAN D l!:15-0 COUNTY D!:l"AR'TI-'11:NT OF !:NVl!li:ONM!:NTAL HEAL TH IS CONFINED TO A REVI!:~ ONL'T" AND DOES NOT RELIEVE: Me, A S LANDSC.AI"!: ARCHITECT OF )lljc,RI<, OF M'T" Rl:Sl"ONSIB IL ITl !:S FOR l"fli:OJ!:C.T D!:SIIS-N . THI::>!: l"LANS HAVI: Bl:l:N ~l"A~D IN SUBSTANTIAL C.ONFORMANC.I: ~ITH THI: Al"Pfli:OVE:D LANDSCAPE C.ONC.!:l"T !"LAN, l"IATER CONSERVATION !"LAN, STORM l"IATER POLLUTION Ffli:l!:'leNTION FLAN, F lfli:I!: F!li:071!:C.TION FLAN, AND ALL CONDIT IONS OF A!"PROVAL R!:LA_TI:D 1<?, ~ANDSC.AFI NIS-. ~- B'T". ~ {A ~ DAT!: ?· /S •OS DENN IS I"!. 5 1 LLE:SF I!: F IRM NAM!: AND ADDRESS, IS-lj..j..1:5FIC: Dl!:51\l;N §1'!.QU!", INC , "1404 ISl:NE:Sl:I: AVE:., sre. 140 LA JOLLA, CA "l:20S1-ISS"I FHONI= No ., ce.seJ sse-eC111 Rl:15-ISTRATION NO ., CA ISb:2 !:XFIRATION DAT!:, 04-0S "OSCAp GIiie~/ ~ i ,~ ll NO"TH I. 15-UID!:LIN!:S FOR R!:C.'T"C.L!:D ll'IATER US!: I. I-I.SAT!!! BIITll'el!!N THea HOUl'lS OI" 10 ,00 l".M. AND t,,00 A .M . ONl..'f . ...,._Tl!!l'llN6 OIJTSIOe THIS TIMI!! l"l'lAMI!! MUST el!! OONI!! MANUALL'f '°'ITH GUAL.11"1!!!0 SUl"l!!l'lVISOl'lY l"l!!l'lSONNl!!I. ON-SITe. NO S'r'STl!!M SHALI. AT AN'f TIMe el!! L.l!!l"T UNATTeNOl!!O ~INS US!!! OUTSIOI!! TH!! NOl'lMAJ. SC-HeaOUL.~. :2 . 1-1.SATe IN A MANN!:l'l THAT '°'IL.L. M INIMIZI!! l'llJN-Ol"I", l"OOL.IN6, ANO l"ONOIN6. THI!! Al"l"L.IGATION l'lATe SHAJ.L. NOT exceeo THI!! INl"IL. Tl'lATION I'll.AT!!! OI" THe SOIL.. TIMl!!l'lS MUST el!! AOJUS"T'l!!O so AS TO Be GOMP'ATIBL.e i"IITH THe L.Oi"ll!!ST SOIL INl"IL. Tl'lATION I'll.AT!!! ~T. THIS ~l!!i:>U~ MA'f Be l"ACIL ITATl!!O 6'f THe l!!l"l"IGleNT SCHl!!OUL IN6 OI" TH!! AUTOMATIC CONTl'lOL CLOCKS, (I .!:, l!!M!"'LOYIN6 TH!! ~!"!!!AT l"JNCTION TO 1!!1'11.eAK UI" THI!! TOTAL. ll'll'll6AT ION T IMI!! INTO G"l"GL!$ THAT i"IILI. l"l'lOMOTI!! MAXIMUM SOIL AeSOl'll"TION). :l. AOJUST Sl"l'lAY H!!AOS TO eL.IMINATe OVl!!l't Sl"l'lA'f ONTO Al'leAS NOT UNOel'l TH!! GONTl'lOL. 01" THI!: CUSTOM!!!"-. l"Ol'l l!!XAMl"L.I!!, l"OOL Ol!!GKS, l"l'llVATI!! l"ATIOS ANO LOTS, ANO S~ ANO S l~KS. 4 . MONITOl'l ANO MAINTAIN TH!! S't'STeM TO MINIMIZI!! eGIUll"Ml!!NT ANO MATl!!l'II.IAL !"Ali..=. e.1'11.0Kl!!N Sl"l'llNKLeR H!!AOS, L.eAKS, ~IA6L.e VAJ.Vl!!S, !!!TC. SHOULO Be 1'11.el"All'll!!O AS SOON AS THe!Y B!!COMI!! Al"I" Al'leNT. !S. !!!DUCAT!!! AJ.L MAINTl!!NANCe l"l!!l'lSONNeL ON A CONTINUOUS BASIS OI" THI!! ~e OI" 1'11.eC'fCLl!!O ...,._Tl!!l'l, l"el'lSONNl!!L MUST Bl!! INl"Ol'lMl!!O THAT l'l.G . ...,..,Tl!!l'l IS Ml!!ANT l"Ol'l ll'll'll6ATION ~l"OSl!!S ONL 'f, ANO IS NOT Al"l"l'lOVl!!O l"Ol'l Ol'llNKIN6 l"Jl'll"OSl!!S, HANO, TOOL., ...... SHIN6, ere. 6 1Vl!!N TH!! HIISH TUl'lNOVl!!l'l l'lATe OI" l!!Ml"LO'fl!!l!!S IN THI!! LANOSCAl"IN6 INOUSTl'l"I". IT IS IMl"Ol'lTANT THIS INl"Ol'lMATION Bl!! O lsseMINATeO ON AN AL.MOST OAIL'f BASIS. IT IS 't'OU, THe LANOSCAl"I!! GONTl'lACTOl'l, i"IHO IS l'leSl"ONSIBLI!! l"Ol'l l!!i:>UGATIN6 l!!AGH ANO eVl!!l'l'f ON!!! 01" 't'OUl'l eMl"LO't'l!!eS. t,_ OBTAIN l"l'llOI' A~VAL OI" ALI. l"l'lOl"OSl!!O CHAN6!$ ANO MOOll"IGATIONS TO AN'f l"l'llVATe ON S IT!!! l"ACIL ITll!!S. SUCH GHANi!ol!!S MUST 6e SU6MITTeO TO AN'f Al"l"l'lOVl!!O 6'f THI!! O ISTl'llGT eN61Nl!!l!!l'llN6 Ol"l"IGe ANO 0!51.SNl!!O IN ACCOl'lDANCI!! ... ,TH O ISTl'llGT STANOAl'lOS. 1. ALI. l'tl!!G't'GLl!!O ...,..,Tl!!l'l Sl"l'llNKl..1'l GONTl'lOL. VALVIS SHAJ.L Be TA661!!0 '°'ITH IOl!!NTll"IGATION TASS. A . TASS SHALL 61!! i"ll!!ATH!!l'tl"l'lOOI" l"LASTI G , :l"X4", l"Ul'll"L.e IN GOL.Ol'l '°'ITH TH!! ...01'11.0S, "...,._l'lN IN6 1'11.eG't'GLl!!O ...,._Tl!!l'l-00 NOT Ol'llNK" , IMl"l'llNTl!!O ON ON!!! 5 10!!!, ANO "NO TOMI!! l!!L A6UA" ON TH!! OTH!!l'l 5 10!!!. • IMl"l'l1NTIN6 SHALL Be l"l!!l'lMANl!!NT ANO BLACK IN GOLOl'l, use TAISS AS MANUl"AGTUl'leO l!!'f T. GHl'llST'f eN~ISl!!S Ol'l Al"l"l'lOVl!!O eGIUAJ.. 6 . ON!!! TA6 SHAJ.L !!!I!! ATTAGHl!!O TO l!!ACH VAL.VI!! AS l"OLLOIIE, I. ATTACH TO VAL.VI!! STl!!M 0 11'11.eGTL"I" Ol'l '°'ITH l"LASTIG Tll!!-1"1'1.AI", Ol'l :2 . ATTACH TO SOLeNOIO '°'ll'tl!! 0 11'11.eGTL.'f Ol'l '°'ITH l"LASTIG Tll!!-1"1'1.AI", Ol'l e. ATTACH TO VAL.VI!! COVl!!l'l ... ,TH eXISTIN6 VALVI!! COVl!!l'I. eoL T. e,, ALL Sl"l'llNKL.eR H!!AOS SHALI. Be 1oeNTll"ll!!O AS 1'11.eG"l"GLeo ...... Tl!!l'l Sl"l'llNKLl!!l'l .ie,';i,s, II . l!!ACH AUTOMATIC GONTl'lOLLl!!l'l ANO ITS ASSOGIATeO l!!GIUll"Ml!!NT SHAJ.L Be 1oeNTll"ll!!O )IIIITH A SI.SN l!!l!!AlltlN6 THe ~, "1'11.eG"l"GLl!!O ...,._'Tl!!lll USl!!O l"Ol'l 1-IISATION" IN l!!N6LISH ANO Sl"ANISH, l"IITH BLACK Loi!! I I l:::lt:, I" HIISH ON A l"Ul'll"L.I!! BAC1<61'lOUNO. THe SI.SN SHAL.L. Be l"LACl!!O SO THAT IT GAN Be 1'11.eAOIL'( seeN 6'( AN'f Ol"l!!l'lATIONS io,,.soNNl!!I. UT IL IZIN6 THe l!!GIUll"Ml!!NT. CITY OF SAN MARCOS II PROJECT SITE I NSPE:C Tl ON PROCEDURES I. C ITY CONSTRUCTION INSl"l!:C.TION SHALL INCLUDI:, A . LOCATION 01" 1"11"1!! LINl!!S B. Tl'll!!NGH Ol!:l"TH C . 1'11.eGIUll'leD se:l"Al'lATION (HOl'llZONTAL.L'f AND Vl!!l'tTIGAJ.L.'f) 0 . 1"11"1!! IOl!!NTl!"IGATION. e. (l".O .C .'S) l"OINTS OI" CONNl!!GTIONS I". L.OGATION AND 1oeNTll"IGATION OI" Sl"l'llNKL.1!!1'11. Hl!!AOS 6 . ...,._l'lNIN6 SI.SNS AT THe SITe ANO ON THe ~K HAUL.IN6 l'll!!C't'GLl!!O ...,._'Tl!!lll (I I" 1'11.eG't'GLl!!O ...,._Tel'l IS U!:eO l"Ol'l GONSTl'lUGTION). :2 . DISTRICT l"'INAL INS!"'l:C.TION SHALL INCLUDE , A . GOVl!!l'lA.Se Tl!!ST, Al"Tel'l GOMl"L.l!!TION OI" TH!! Sl"l'llNKl.1!!1'11. S'r'STeM, TO Pl!!Tl!!l'II.MINI!! THAT AOeGIUAC'f OI" GOVe!!'lA61!! ON THI!! Al"l"l'lOVl!!O US!!! Al'tl!!A ANO l"1'!0TeGTION OI" Alltl!!AS NOT Al"l"l'lOVl!!O l"Ol'l l'll!!Cl!!IVIN6 1'11.eG'fGl.l!!O ...,..,Tl!!l'l. e. ...,..,l'lN IN6 SI.SNS ANO L.AB!!LS C . GIUIGK <:;OUl"L.IN6 VALVl!!S 0 . ALL ASl"l!!GTS 01" THe ll'll'll.SATION GONOITIONS INGLUOINCS )IIIIN06LO'°'N Sl"l'lA'f, l'llJN-Ol"I", ANO l"ONOIN6. I!!. l'tl!!GIU IIIU!:O l"l'lOTeGTION OI" AL.L lltl!!SIO~TIAL Al'leAS. I". l'tl!!GIU ll'tl!!O l"!llOTeGTION 01" ...eLLS, STIIU!:AMS, 1'11.esel'lVOll'lS, ere. 6. Gl'lOSS-GONNl!!GTION. S. ANNUAL INSl"l:C.TION SHALL INC.LUPI:, A GOMl"Lere INSl"l!!GTION ... HIGH SHOULO COVl!!l'I. l"Al'lT 'A ' ANO l"Al'lT 'B' ANO l"Al'lT '6 ' OI" THe O ISTl'llGT'S l"INAL INSl"l!!GTION. VICINITY MAP II NOT TO SCAJ.e! NOl'lTH CARLSBAD MUNICIPAL WATER DISTRICT BY /4 ( 1<9" ...v..;~:.6. 3/II~~ DATE 1_D_EV_E_L_OP_E_R_'s_N_A_M_E: _________ SAN DIEGO COUN1Y DEPARTMENT OF is"=°"ccROW~D::.::EVEL:.=OP:..::W=ENT"-------------ENVI ONMENT~ HEALTH 190J """HT PIXE. f1 80 ~ (f-/"J,tJS- ID.. 7&0...'.Q29-2701 DATE PLAN PREPARED: 4-11-05 BY: GDG APPROVED BY: DATE REVISIONS MUST BE AP PROVED BY PUBLIC HEALTH ENGINEER PLANNING DIRECTOR AN D DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. D --CJ D DRAWN JP I SHl_ET I CITY OF CARLSBAD I SHEETS I c;,,, PLANN ING DEPARTMENT 20 .-------,~---.,,-,,A-S ___ B_U_IL ... T-::-,. ____ --.JL----,----,----,----------------,---.,..---,------,-~ TITLE SHEET FOR, APPROVED MM REVISED 11.-oz.-o& DATE RANC,HO SANTA FE ROAO -PHASE 2 STA. 2~+50 TO STA. 2/A+20.6S TREES TO BE PLANTED A APPROVED FOR PLANTING 2ND SUB 0 4 -11-0fS ri1LE, _L--'1--'cf"-'N-'-'SE=-"O--'t.--'Nl-----"~---'-'-'"--''--'E--'A_11<_~_~_e_,_1 ______ 1-----+----+---~------------+---1-----+---+---1 :=====================; MIN. OF 6 1 FROM EDGE AND IRRIGATION ONLY, OF HARDSC.APE INCLUDING PRECISE LOCATION OF PLANTING AREAS. I \ "\. ])\( \ I 'I \l,<11111< 11'1 JOB NO. 04-142 =D.::AT.::E:.._ ____ 0:..:4c_-.cc1.=.1 _-0c..c5 £ £ SCALE AS S HOWN RECEI VED BY: APPROVED g r DATE INITIAL SPECTOR DATE ENGINEER . OF WORK DATE INITl.A.L □.A.TE INITI.A.L REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY:__.,~- RVWD BY: 9 EXP 12 31 05 PROJECT NO. GT 99-04 LLOYD B. HUBBS ta be,10:r DA'TE ' DRAWING NO. 4 19-bB 011209 100605 i I __ ---------------- ~ . ~ \ .. ----------=!:="" ~---~--=+===··· = ·::,~-----~ -----. --------~ E~_:-~~~~:".~~==~=;-\--=~ ,~ -~--~: :_~=-~ -_, ______________ -___ -__ =_ =_=============================t,[t~\==,-_..,,, __ ~:::::::-~~-=-"-"'_"" ___ ~LJ__-t ~----l...___ "" \ I 1-· ' NOTE, IRR l6ATION EQUIPMENT SHOWN OUTS IDE OF MAINTENANC,E RESPONSIBILITY AREAS FOR C,LARITY ONLY. ALL MAINTAINED AREA EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMITS OF ~RK FOR AREA OUTSIDE OF ALL ROW, AND PRIVATE LOT AREAS. VER IFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE, MAINLINE AND APPURTENANC,ES SHOWN WITHIN PAVIN6 FOR C,LARITY ONLY. ACTUAL MAINLINE LOC,ATION TO BE A MINIMUM OF 18" OFF ADJAC,ENT HARD5GAPE AND OTHER OBSTACLES (TYP). NOTE , ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENC,ES AND HARD5GAPE. ALL ADJUSTMENTS SHALL ASSURE 600D SYSTEM WVERA6E AND DISTR IBUTION EFF IC,IENC,Y WHILE KEEPING WATER WITHIN THE LANDSC,APED PLANTER AREAS. DRAWN APPROVED REVISED '<,'/,'710 '~,-=,,,-",,. "_-, TREES TO BE PLANTED A APPROVED FOR PLANTING 2ND SUB -, KEY MAP MIN. OF 6 ' FROM EDGE AND IRRIGATION ONLY, OF HARDSCAPE INCLUDING PRECISE LOCATION OF PLANTING AREAS. I \ ' I '-.1 'I JOB NO. , l 11 I, I DATE SCALE NOTE, ALL RC-V'S AND GC,V 'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RC-V'S SHOWN WITHIN 50 FEET OF EACH OTHER SHALL BE INSTALLED ON A WMMON MAN IFOLD . JP MM 04-11 -0 5 04-142 0 4-1 1-0 5 AS SHOWN 10 0 .::zo NOTE, C,ONTRAC,TOR SHALL ADJUST ALL HEADS AS REQUIRED TO AC,C,OMMODATE ANY VERTIC,AL OBSTRUC,TIONS THAT MAY OC,C,UR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC,. VERIFY ALL HEAD-YOIJT..)'11-T~ OWNE~_-:'IJT D REPRESENTATIVE PRIOJ'f.,l•~C,~ING ~- 60 ---- ~ CITY OF CARLSBAD I SHEETS I L}_j PLANN ING DEPARTMENT _20 ...---..,..,.,......-----,,---------.,---------r---r-----,---------------,-----,--.-----,-----1 " AS-BU ILT" l-16A'T'ION !"'LAN !"01'1., /'1.·0l.·OS DATE RANCHO SANTA FE ROAO -PHA!5E :2 STA :2!J1+50 TO STA 21A+:20.6!J TITLE,_L_tc_e_11_~6_0_L_A_11_DSc11 __ PE~"-'-'-"_rTEc_r ______ ... --+---+----------------+--->----+----+---< :=cc=======================: RECEIVED BY: APPR OVED dY LLOYD 8. HU BBS £/4-.:.G..-......a.a:;:;~4<'......,,~!'.::!".c;;;..,-;,.·-""c"';c!!..S,~~--J$/4AV~5 DA TE INlllAL DATE INl11 AL DA TE INITIAL ECTOR ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CITY ENGINEiifRCE23889"'EXP 12 31 05 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. GT '1'1-04 I DRA\lv1NG NO. . 4 1'1-bB ~------~ ) § N C li ~-:.i :E li 8 (i) ii ...... ¥ • 0 .s:. (' •· -§ ...., _.. -.0 :I 0 .. I 0 l! t 0:, ., -' > 1;,. :! "' 0 NOTE, IRRIGATI ON EGlUIPMENT SHOr.N OUTSIDE Of MA INTENANC,E RESPONSIBILITY AREAS FOR GLARITY ONLY. ALL MAINTAINED AREA EGlU IPMENT SHALL BE INSTALLED J/'IITHIN THE LI MITS OF J/'IORK FOR AREA OUTSIDE Of ALL ROJ/'I, AND PRIVATE LOT AREAS. VERIFY ALL LAYOUT IN FIELD J/'IITH OJ/'INERS AUTHORIZED REPRESENTAT IVE. NOTE, MAINL INE AND APP\RTENANC,ES SHOJ/'IN J/'IITHIN PAVING FOR GLARITY ONLY. AGT\JAL MAINL INE LOGATION TO BE A MINIMUM OF I/Y' Off ADJAGENT HARDSGAPE AND OTHER OB5TAGLE5 (TYP). NOTE, ALL RGV'S AND QC.VS SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED J/'IITH A BALL VALVE. ALL RGV'S SHOJ/'IN J/'IITHIN 50 FEET OF EAGH OTHER SHALL BE INSTALLED ON A GOMMON MANIFOLD. NOTE, ALL HEADS ARE TO BE ADJJ5TED TO PREVENT OVER.SPRAY ONTO BUILD INGS, J/'IALLS, FENC.ES AND HARDSGAPE. ALL ADJU5TMENT5 SHALL A55URE GOOD SYSTEM GOVER.AGE AND DISTRIBUTION EFflGIENGY J/'IHILE KEEP ING J/'IATER J/'IITHIN THE LAND5GAPED PLANTER AREAS . REFER TO NOTE "A" RIGHT REFER TO NOTE "B" RIGHT NOTE A, POC, "A" TO BE A 3/4" REGYGLED J/'IATER METER WITH A I" SERV IGE LI NE. VERIFY SIZE, LOGATION, AND PRE55URE, IN FIELD, J/'IITH Oil'INER 'S AUTHORIZED REPRESENTATIVE PRIOR TO GOMMENCING WORK. STATIC, il'IATER PRE55URE 22 PSI DESIGN J/'IATER PRESSURE t.>5.5'1 P5I MAXIMUM DEMAND 11 6PM 5ET POC P5 I RE5ULA TOR O t,5 P5I ESTIMATED AREA SERVED 5,1'15 5G. FT. ESTIMATED YEARLY J/'IA TER USE 0 .4b ACRE FT. ROAD STATION# 250+55 NOTE B, CONTROLLER "A" SHALL BE A CAL5EN5E GONTROLLER A55EMBL Y MOD. # ET-2000-8-R-RR-55E/R INSTALLED IN A STAINLE55 5TEEL ENC.L05URE. FINAL LOCATION OF GONTROLLER, PHONE LINE, ELECTRIGAL POC, AND APf'URTENANGE5 SHALL BE GONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PR IOR TO GOMMENC.ING WORK. NOTE, CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUT\JRE PAVED AREAS INGWDING FUT\JRE DRIVEJ/'IAYS, ROADJ/'IAYS, AS ~LL AS ALL CURRENT PAVED AREAS, PATHS, ETC . VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER 'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE, CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OB5TR!k:,TIONS THAT MAY OC,C,UR, INCLUDING BUT NOT LI MITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETG. VER IFY ALL HEAD LAYOUT Ji'IITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENC ING 1'10RK. KATER SOURGE, I. KATER PRESSURE INFORMATION KA5 C.ALC.UATED BASED ON A HYDRAULIC. GRADE L INE OF 520FT. STATIC. PRESSURE AT EAc.H POINT OF C.ONNEC.TION SHALL BE AS INDIC.ATED ON POC. NOTES. THIS KATER PRESSURE INFORMATION KAS OBTAINED FROM ANABELLA VIEDMAN ~ITH THE VALLEC.ITOS KATER D l5TRIC.T ON 11/15/04. 2 . THE C.ONTRAc.TOR SHALL VERIPT' KATER PRESSURE BY DIREC.T MEASUREMENT IN THE FIELD. IF EXISTING PRESSURE 15 NOT A5 STATED ON THE PLANS THE C.ONTRAc.TOR SHALL NOTIFY THE O~RS' REPRESENTATIVE BEFORE PURGHASE OF EGUIPMENT AND BEISINNING INSTALLATION. PURGHASE OF EGIJIPMENT AND ANY INSTALLATIONS 1-iHEN EXISTING STATIC. PRESSURE 15 BELO~ THAT STATED ABOVE SHALL BE THE SOLE RESPONSIBILITY OF THE C.ONTRAC. TOR. 60 $GALI!, I 11 =-:1:0 ' ~ CITY OF CARLSBAD I SHEETS I ~ PLANNING DEPARTMENT 20 -n -R .. -WN-------,Pr------::o171r----:;;-,,A"."'s=-=s:-:u'.":-1L-=T:;;-"--------,----,---r-----------------,----,---,----,-----t ~1==-====16==A~T,.::1o==N=l"'==L=A==N===,.""====·========'..'.:::== _AP_P_R_O_VE_D _____ MM:_ RANCHO SANTA FE ROAO -PHASE 2 REVISED ~~~-OS STA. 251+50 TO STA. 26tf+20.6S 2ND SUB TREES TO 6E PLANTED A APPROVED FOR PLANTING 04-11 -05 TITLE, Ll(Ell5£D t.l\JIJDSCl'lf'£ "AC>\1-r&<,, KEY MAP MIN. OF 6 1 FROM EDGE AND IRRIGATION ONLY, OF HARDSC.APE INCLUDING PRECISE LOCATION OF PLANTING AREAS. " I •' I \ I 'I , I , I I' I RECEIVED BY: JOB NO , 04--142 DATE 04-11-05 SCALE AS SHOWN DATE INITIAL ENGIN EER OF WORK REVISION DESCRIPTION OA TE INITIAL OATE INITIAL OTHER APPROVAL CITY APPROVA.L PROJECT NO. GT '1'1-04 I DRAWING NO. . 41'1-bB g " ' " C ' ~ , 7 :e ~ 0 (i) ; 00 4' ' 0 f' -g "-> -" ( 0 ,,0 ' .. I 0 " 0-~ 0, -' > ~ /; t) --~ - . .-----· --··- NOTE A, POC. "B" TO BE A 3/4" REC.YC.LED l'IATER METER HITH A I" SERVIC,E LINE. VERIFY SIZE, LOC.ATION, AND PRESSl-RE , IN FIELD, ~ITH OriNER'S AUTHORIZED REPRESENTATIVE PRIOR TO C,OMMENc.lN6 riORK. STATIC, l'IATER PRE:f.:>JRE b4 P51 DESl6N riATER PRESSURE b0.11 P51 MAXIMUM DEMAND II 6PM SET POC, PSI RE6ULATOR a b4 PSI ESTIMATED AREA SERVED 8,E,10 SG. FT. ESTIMATED YEARLY l'IATER USE 0.68 Ac.RE FT. ROAD STATION# 2bb+b0 KEY MAP NOTE, ALL HEADS ARE TO BE AD.JJSTED TO PREVENT OYER.SPRAY ONTO BUILDIN65, riALLS, FENc.ES AND HARD¾APE. ALL AD.JJSTMENTS SHALL A55l-RE 6000 SYSTEM C-OVERA6E AND DISTRIBUT ION EFF IC.IENC,Y riHILE KEEPIN6 riATER HITHIN THE LANDSC,APED PLANTER AREAS. TREES TO BE PLANTED A APPROVED FOR PLANTING MIN. OF b' FROM EDGE AND IRRIGATION ONLY, OF HARDSC,APE INCLUDING PRECISE LOCATION Of PLANTING AREAS. NOTE C.ONTRAC.TOR SHALL ADJ.J5T ALL HEADS AS REQUIRED TO AC.C.OMMODATE ANY YER.TIC.AL OSSTRIJC,TIONS THAT MAY OC,C,l,R, INC.LUD IN6 BUT NOT LIMITED TO LIISHT POLES, FIRE HYDRANTS, FENc.ES, ETC.. VERIFY ALL HEAD LAYOUT HITH OHNER.'5 AUTHORIZED REPRESENTATIVE PRIOR TO C.OMMENC.IN6 riORK. DRAWN JP APPROVED MM REVISED 2ND SUB 04-11-0f; JOB NO. 04-142 DATE 04-11-05 SCALE AS SHOWN NOTE, MAINL INE AND APPURTENANc.ES SHOHN HITHIN PAVIN6 FOR C.LARITY ONLY. AC.-T1JAL MA INLINE LOC.AT ION TO BE A MINIMU M OF 18 " OFF ADJAC.ENT HARD¾APE AND OTHER OSSTAC,LES (TYP). 10 0 .::zo 60 &CAL.I!!, I 11 :s !201 .---....,,..,,....-----,,.,.,-A-c-S--"""B.,..U""IL"'T"'"---------,----,---,------------------,---,----,----,---, /1-·0Z.·QB DATE CITY OF CARLSBAD I SHEETS I PLANN ING DEPARTMENT 2 0 l-16ATION l"L.AN l"OI'., RANCHO SANTA FE ROAD -PHASE 2 STA. 2$'1+50 TO STA. 26if+20.65 TITLE,_L_1_,_fN_s_e_O_LA_H_P<,,£A __ ~ __ A_1t_c_l\_rt_U_T" ______ 1----+----+----------------1-----+---+---+----1 :====================~ APPROVED 8Y LLO YD B. HUBBS RECEIVED BY: A d -~ 4 J,,,Z.---i.--<A ~aev•.r CITY ENGINEER 1fc:E2388~XP 12 31 05 DATE DATE INITIAL DATE INITIAL DATE INITIAL V!NSPECTOR DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 8 " 0 • ~ • , :E ➔ ~ G) " -0 ii ¥ 0 ,:. ' ;; -h ~ -" 0 "'° < _; I ~ 0-~ 0:, J > ~ • i1 MJUNTING /SCREW L0CHI0N ,---------t----+---~ - rfhis site is _ff 300/lln i 12'! MINIMUM I I lirrilg&led with ~ :c,, . -,~-RECYCLED WATER §' " ~ AGUA RECICLADA ;; l DO NOT ~ NO BEBA =~ ~,__DRINK ~ EL AGUA u "~ ~+~------+-~ Agency of J~;cuon Nam\ _J ~--~------!i----------'-+-----+-__J - 133rrrr !1 1,2") e □RDER \ MOLNTING \~GEl-lJ OF JURISDICTION •TYP:CAL ALL AROUNJ SCRi:W LOCAriON NJlll!E I0NLY JF "!::.QUIRED ~50rrm (18") I f--------==----'---~-----~ "DO NOT DRI NK " SIGN "DO NJT DR j NK N :::.=:.: . ~ uo•~l"" ,~ru Sh,N, SEE DETA IL "" ,.,,.,"",®~- ABOVE -: :"' •~ -1--1-·- WOOD POST ' SEE JI I NOTE ~ BELOW ~ : NOTES: l({?~:;NI • 0 0 N a '! R[F[Fi TO SECTJCN 15151 OF HE SPE:::IF:CA T]ONS ~ ;; 2) S IGNS SHA BE /.tANJFt>CflJREIJ OF ALJ,,UWM SH[[T, lHIC!<NESS 080" N'I\J OR '8 GAGE ! ~ 3) THE SIGN SHALL INCORPORATE A PURPL.E OACKGROUND WI TH \IIIHI~[ L[~T[flS ANO SYMBCLS .,, 4) SIGNS SI-ALL BE W.OU~TEJ 0~ A 1COrrm x '□Orm ('1" x 4"l PRESSURE TRE/<TFO 111'000 POST .. 900rm, (36N) FR JI.I. FINISH GRADE. ATTA:K THF SIGN TO THE POS T USING E,.LlTll x 36rrn ~ I • H -:: I ,~ x 2 '2) ANJDIZEO _AG SCRE \\'S ANO WASHERS {2 EACH) it------------------~----------1 ~ J ATER AGENCIES STANDARDS ,. RECYCLED WATER 11 D0 NO T DR IN K I/ SIGN C0\illlrTH APPROVAL 03/C1/2:J01 ,.. DRHING NU!lBER: WM -08 R -DO NOT D R INK S IGN PL AN V I EW PROF ILE PRESSUR E T~ST REGJLATOR STA-!JN POC SEQUENCE NOTES: 1 J REF ZR TO SECTIONS 1':i15! o!.ND 15152 OF -~F SPECIFICATIONS 2J SET TOP OF MET~R BOX FLUSH WI TH S[OEWALK, CURB OR FINIS~ GRADE :3) INSTALL WARNJ-IIG/IOHITIFIC.H!QN HPE AS SYOWN ON lil'P-01 4 l liATER LATERA.LS INSTALLED FO'l: TliE USE OF clECYCLED 'O TEH S~ALL B,C ID~NT IF!EC AS OESCR'.8'.:0 IN 5lCflON 15151 OF l'HE SPECJF J:Al!UI\$ 5) INSTALL 'NY[ STRA!NER HORIZONTAL TO SERVIC~ LA TERAL 6) YAT~RIALS SHALL BE SELECTED FRO~ THE APPRJVEO MA TER IALS llST ITE M TO PR:CSSUR[ REGU_ATOR MAS TER VAL v:: _;. NO SIZE AND CESCRl~TION ITEM ,a s:zE ANO DESCRJPTID~ ~ 1 1-1:-ER ASSE'-«JLY PER \l,'S-01 & WS-02 7 13111ll (l,{J BRASS BAL L VALVE ,1-''--i--'csc'ccH--c'e-ccocc0vc'-ccc, =--",ec"c=,'~"-CO~PP="~'~'~"'~-+~''-1-'S"'CRcc"cc'=--' =--"cc"ccs_c,'-':P'-'PLCCE__,_IT:,,:Y:_cPl"'CA"'-L'---1 --l ~ 3 wn STRAINER, SEE NflTF ~ 9 ~TER BOX WITH L ID 250nm x '.l OOrrrn "' 4 BRASS CH£CK VALVE (10"x 20") OR 425rrm x ~50flT!1 (17"x3Q"; l 5 BRONZE BALL VALVE 10 101'1n c~,~•: rwc-:. 10Drrrn ~J 1501'Tll ~ 6 SCR EHEJ BRASS UNION (4~ TO 6d) DEEP 1 25rrm AND 50rrm I 1 "AND 2" l RECYC LED WATER AGENCIES STANDARDS ; WATER IRRIGAT ION CHE CK VALVE C0litilfflI!PPR0VAL: 03/C1/2001 ,. I NSTALLATION ORArlNG n;NBER· WR-03 T-IRRIGATION CHECK VALVE METER/CONTROLLER.1 .----~VALVE NLIMBER ~~ 35 ----<GS.P.M. ~----VA LVE SIZE l]~iqr ,s ~ i '""' L ® @ ~, ~·f'"''~ r ti} r-I'; r !";!l'.1'\ "'"' --" ' ' j ' /.~1Gf F\Nb.t' NIA0i ~ )r:.'i"Q?;c :··, • • '1~¼:r ) ~ .-·f \,, ,,--, ' ~" i¾L . ,•, /,y ft:<::' ':? ,.-c.:·1 «'~---l..~ J" ' . "'1 / '. -t \. ; ~' '" " i ( ·: )-' \-@) . - \{ / r j1i /-(D £ ,~ ' ~ N / ,.,,-,.,, ,/ r~ ;:') ,,. ... ,1· // ',.._J r,v " u1-"~ .. ~ '-\s) .. ""0 .. -~ ;; -.._ N01(5; " REJ!:R rn -U:C Tl D't 15t51 "' f;if Sftt 1 n urn,¾'~ '.U H:6 TAfJ, c::rr~tan i:N STCP '#lits in ,. '><l $., !Ot i<'rSFlQN 3 ' st~ ~01" t)F M[TZR 5''.}} rwz,~ io'!'tfl SJotW.V,,!i, WR& ~ i;-lt.l'.H G~~ ~j t})CL'f \f. Cf.fi 8Q1 ,, &!-!Cit1-0~ ll'S <}1 s, ;NJ,T.t,U ~&fiN lo/...J!O(~rlri(Al!OO 1c!i.ff " <;t,{Lifi,1 C;N If v-Oi (!)20'""' Q" 'I ,, iu -rrn LJ.Tf;:fiM. 'S i!f"SrM..i.r.rJ m~ nu: VS[ "' ~Hl.A!~.D 1iu:i:;; ~~AU. "' trlf<tl'l !'l[O ,, DtiO\lf!lt 1!-i $(Cf HJN 1~r11: 0, l t•t: ';i"'U:if :c1.liC,.,S @·51)..~ (j~l, ]; t mmttTJrns rn Slt.a IHiNS Si'->l.t l Bf it, A((&lnA'i{'E 't!lH <:tOl(>N 1S06i ti e 1 ii4.:rr,£JAl'$ S iA~~ l!!'.: SEJ.Ecm:: FfiP!Lilit .tr1'ROftc 1.:1.1l}J:ll!J t. n1 t.tkLSL1t• f''\Hi;L I ~~}i I ''[£ ;. ~; .. S ft li.r: M~CR1l'.''!'IG~.. .. -~~:.: .. ---~~~,:~-~~~~~:·1tw ~ ! $1!£ :1 ::;i;o'fi ((L.£:f_-i~·ict: <.~cvu: a !;'.inn :rJ s:.i~21: M-IC;,t i&rti;; $!OP £ 2 f'al:Tl:5 !#j,.lN ~ ! .............. l<iti~ ;.!)0('11\11(; :-5C'-oi; ir, ~?( t'.Di-i;.i\F~ni.li SfO? ':J 11?.U:l~ 11 !PE us RlOJ);:;f(:)!. $if. '#?-Dl ' • '.;(ml!'\ I 2") , m:WIRJ:J t['-,:1,TM COW-E.R: ,c un:• ~![fl fUPN l Sf-\U) M~) )N'$fALLtD ! 1-'WE r-n'f ~~-" ~-!:~!t-Jt f:j \' >Hf: Wl.'ip< J..',.(1<1t~ ff JV~ lUH en :;t. • ; 5C~ 12'' ! BtWt.;2t tC\#i:!l':>5100 CG!Jh .. l~ [ i 1 M,:n.R ND'. ' 'fHlf lW, i (";,l+i:;J: w tDPri~ I d l•OJIPU: .i!Sm ' I$Om [ 1 J »,-JJ"I ' ' 5':JIM1\ l ,t" l ~~.: .. §~.'£ co~•'Ht:~sroo (::d ,, wsn:u.R ~P·-Off 'iAl ¥{ I lOO:.Aa.l / ] ~~.,,, i 1~• l f(OCL 1C◊..,""1! :-: 1':-0w, ' b --~-••H ... ro 6 • i nrp; ~ YATER ACE!iClES STAN DAROS ~ 5 0mm ( 2 " I WA TER SER VI CE JNS TALUITION rtltMITTll APMfAl !),i/{J}f!O(il • OiJt !lt¾ ~~Wn&:'1 WS-02 Q SERVICE INSTALLATION ' 4 6 =~lh!====r=======lF= FA!oM PRESSURE RC:GULATOR SEE NOTE 2 FROM PRESSURE REGULATOR Q) 2 S 9 PL AN VI EW 6 s , "' NOT£ 2 _.. S]"'liI~,fR(,-0 C , 'il° ~a,;;~c, , (0--------..: ti'Co=: PROF ILE METER Y-S TRA!NER POC SEQUENCE NOlES: 1 I REFER TO SEC I IIJN 15 151 A~D 15152 OF THF SPECIFICATIONS TO MASTER VAL V[ TQ MtiSTER VALVE MASTER VAL VE 21 lNSIALL ONI:: fEST STAT ION LOCATED DIRECTLY D□Wr-.STREA~' OF I RR I GAT ION CHE.CK AND PRESSUR[ REG ULATOR VALVE PER WR-03 3 1 SECOND CROSS CONNECT ION 'ESl STA T JUN INSlALLEJ AT f'AR ENO OF ON-S!IE MAIN LINE 4 ) BAM~O "TSN ON PLASTIC TEST STAl\ON LIJS ITE M SIZE AND DfSCRI PTIDN 1!.EOf.l SIZE ANO OESCR :PTIO'l ,:' NO ,. S t-~rc'c-9=-----,-1 '-.c'•oc• l--cSccta_BccO~P7YC'-c'-',O--'[~L '=--=~+--'-'-+--"'-'"""'-'-' 'c,,'•-'-1 __,_SC"'H,eEOo,ULseE_;Bo,,O _eBc:SAccSS!-'N,._,l,,PP_c,LE--1 ~ 2 19rm, (5,;'J SCH 80 □RASS CLOSE ~EPPL~ 6 Vt,~VE SOX WITH PUR?LE COLORED LIO ,J-c--,.--;;-:=--c=====~:-c-==+--c-+-c'-="=c-cccc=~====~-1 g 3 19m (3,/l BRASS LOCKABl[ eAL_ VALVE, 7 LINE SIZE BRASS BA_L VAL'lj'[ .. FI p )( MCi:.R SWIVEL 1--,~tc,'c,cc"'-c'cc"'c''~'="=--=-'-,'<-,e.,"', ~,cc"H =eo T[[ ~ t-,c--1-c,~9ITTT1-,~,--'m'--,",,-'c,~,'-'c,,~ .. ~, ~.,~,=ss~T~HR=E=AJ~ED~~,-+-'-, J'--,,'"-, --, -'-,,'"-,--,--, --,--, ,--,-'-,H---"-,o"-M--'A-'-:N--'L=I --,,--1 ' f---t--~=--~~~=-=-----i ~ BUSHING WI TH 6 ,31a1 (11{J CAPPED OUTLET 10 150ITJTI (6") BASE Of IOm (.!,8"J ROCK ,t-----"=""'-'"-'----"'-"'-'-'---'-'-'=.;,;"'-""-"'-"---'"'--J--'-"'""-',"-'-=-"-""-"-'-"--'-"""'---1 ~ RECYCLED WA TER I RR I GAT I ON fATER AGENCIES STANDARDS ~ CROSS CON NECTION TE ST ST ATION COMYITT"APPROVAl wo,120o, "'------------------'-'''""--"--'°c.;';.;u•:::::'="--· -"Wc.R:..-...:0:a:.4::.....J s TES T STATI ON NOTE, PRECIP ITATION RATES ARE IN INC.HES PER HOLIR (I N/H) BASED ON TRIANGLILAR SPAC ING, 50% D IAMETER OF THROV'I, COLLECTED IN ZERO WIND CONDITIONS. NOTE , ALL COMPONENTS ON RECYCLED WATER SYSTEMS SHALL BE EGLI IPPED v-l lTH MANLIFAC.TURER INSTALLED NON-POTABLE IDENTIF ICATION INDICATORS AS FOLLOY'IS, *SHRUB ADAPTER MODELII PA-bS-NP •SPRAY HEAD MODELII 1e,oo-NP-C.OVER *POP-LIP ROTORS MODELII 50xx-SAM-N *R ISERS MARKED V'IITH CHRISTY'S MODELII 5 100 *VALVES MARKED WITH CHR ISTY'S MODEL ID-MAX-P2-R.C,-005 a SYMBOL T H F 0 e o [8 [El - • ~ 1ml [81 IEil t:::! 1ml ., NO SYMBOL NO SYMBOL NOT SHOV'IN MANLIFACT. RAIN B IRD RAIN B IRD RAIN B IRD MANLIFACT. P.O .C.. FEBCO LIIST/BEP V'IATTS V'IATTS AS APPROVED AS APPROVED RAIN B IRD C,ALSENSE KBI NELSON RAIN B IRD C.ALSENSE IRRIGATION HATE R IAL LEG END MODEL NO . I DESCRIPTION 5PM 1e,12-SAM-Ll-15 POP-LIP SHRUB HEAD V'IITH NP COVER .'13, 1.23, 1.e.5, 3.,o SC.H.e,o NIPPLE V'I ITH 1402 PRESSURE C.OMPENSATINIS 0 .50 (1.00) TRICKLE PATTERN BLIBBLER, EACH SYMBOL REPRESENTS TV'IO BLI BBL ER.5 PER TREE 1e,12-SAM-NP V'I ITH R.17-24 SERIES ROTARY NOZZLE Q/H/F 0 .75, 1.50, 3.00 PSI 30 30 30 PR.EC.IP 1_e,3 1.54 .b5 RADILIS 15 FT 3 FT 17-24 FT V'IHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER GOVERA6E, IS LESS THAN RADIUS SHOV'IN ON LE6END, THE GONTRAGTOR SHALL EQUI P HEAD H ITH A RAIN B IRD "PGS" PRESSURE GOMPENSATIN6 SGREEN FOR FLOV'i AND RADIUS GONTROL. SELEGT SGREEN FROt-1 PGS NOZZLE SGREEN SELEGTION GHART, PROVIDED BY MANUFAGTURER, FOR APPROPRIA TE RADIUS. WHEN INSTALLIN6 SPRINKLER HEADS USIN6 NOZZLES THAT REQU IRE ARC, PATTERNS OTHER THAN THE STANDARD ARG PATTERNS (:360', 180', 120°, "iO', ETG ) THE GONTRAGTOR SHALL USE VARIABLE ARG OR ADJUSTABLE NOZZLES. RADIUS OF ADJUSTABLE NOZZLES SELEGTED TO t-iATGH S ITE GONDITIONS. MODEL NO. I DESCRIPTION RECYCLED IRRIISATION V'IATER METER (SEE NOTES FOR DESIGNATION AND SIZES)_ VERIFY ACTUAL LOCATION, SIZE, AND V'IATER PRESSURE IN THE F IELD PRIOR TO COMMENCING V'IORK AND PJR.C,HASING EGLII PMENT. e,25-Y SERIES, BACKFLOW PREVENTI ON ASSEMBLY W MODEL b50 V'IYE STRAINER (SEE NOTES FOR SIZE). BARRETT ENGINEERED BOOSTER PLIMP, SEE C.ALC.S FOR S IZE AND MODEL NUMBERS. MODEL TTTS Y'IYE FILTER INSTALLED V'I ITH IN METER BOX V'IITH MODEL boo CHECK VALVE AND ALL REGLI IRED EGLIIPMENT AS SHOV'IN IN DETAIL DRAWINGS. INSTALL I" SIZED EGLII PMENT V'I ITH I" METERS AND 2 " SIZED EGLI IPMENT V'I ITH 11/2 " AND 2 " V'IATER METERS. MODEL bOO CHECK V ALVE INSTALLED V'I ITHIN METER BOX V'IITH MODEL TTTS WYE F ILTER AND ALL REGLI IRED EGLII PMENT AS SHOWN IN DETAIL DRAWINGS. INSTALL I" SIZED EQU IPMENT ~ITH I" METERS AND 2 " SIZED EGLII PMENT V'I ITH 11/2 " AND 2 " V'IATER METERS. CROSS CONNECTION TEST STATION PER V'IATER D ISTRICT STANDARDS AT EACH METER. LOCATION OF RECYCLED V'IATER "DO NOT DRINK" SIGN PER V'IATER D ISTRICT STANDARDS_ IOOEFB-C,P-PRS-D V'I ITH NP-HANDLE, BRASS MASTER CONTROL VALVE MASTER VALVE SHALL BE INSTALLED IN A 'JLIMBO' SIZED VALVE BOX V'I ITH LOCKING PLIRPLE COVER AND 'MCV' HEAT BRANDED ON COVER. FM-IB , I" BRASS FLOV'I SENSOR, V'IIRE TO CONTROLLER LISING Pil71D CABLE IN CONDU IT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. BTU-xxxx-E, TRUE LINION, GRAY PVC BALL VALVE, L INE S IZE, COMPACT, SEALED TYPE. 7b 45 I" AC.ME-THREADED GLII C.K C.OLIPLER VALVE, INSTALLED IN 10 " ROLIND VALVE BOX WITH LOCKING PJRPLE COVER AND 'QC.V' HEAT BRANDED ON COVER. INSTALL ac.v ON A 11/2 " STUB-OUT OFF MAINL INE, EACH ac.v SHALL BE ISOL ATED FROM THE MAINL INE BY A 11/2 " BALL VALVE. IOOPESB-PR.5-D WITH NP HANDLE, PRESSURE REcSlJLATING CONTROL VALVE, INSTALL ONE VALVE PER STD. RECT_ VALVE BOX V'IITH L OCKING PLIRPLE COVER AND 'R.C,V ' HEAT BRANDED ON COVER. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A BAL L VALVE, SIZE BALL VALVE PER THE LARISEST R.e,V IN THE MANIFOLD. IRRIGATION CONTROLLER IN STAINLESS STEEL ENCLOSLIRE, SEE NOTES FOR MODEL AND STATION COLINT. INSTALL PER MANLIFAC.TURER RECOMMENDATIONS. AS APPROVED TELEPHONE C.OMMLINICATION L INE, CONTRACTOR TO COORDINATE V'IITH DRY UTILITIES AND PJBLIC SERVICES. MINI C.L IK II NIA V'IILKINS AS APPROVED RAIN SENSOR, LIIST V'IILL MOLINT TO ENCLOSURE AND V'IIRE TO CONTROLLER. 120 VOLT ELECTRIC.AL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN F IELD 500-HLR SERIES PRESSURE REDLIC.ING VALVE V'IITH 10 TO 125 PSI SPRING RANGE, SIZE AND PRESSURE SETTING AS NOTED. PLILL BOXES FOR V'I IRE SPLICES SHALL BE LOCATED APPROXIMATELY 500' O.C, AND AT THE ENDS OF ALL SLEEVES LINDER PAV ING. PLILL BOXES SHALL BE 10 " ROLIND WITH LOCKINIS L ID AS APPROVED PVC. P IPE 3 /4 " -2 " SCH. 40 AS LATERAL L INES 12 " BELOW GRADE. ON ALL RECYCLED V'IATER SYSTEMS LISE COLOR CODED PLIRPLE RECYCLED V'IATER PIPE. AS APPROVED PVC, P IPE, 11/2 "-2 " SC.HAO AS MAINLINES 24" BEL OV'I ,SR.ADE. ON ALL RECYCLED V'IATER SYSTEMS LISE COLOR CODED PJRPLE RECYCLED V'IATER P IPE. PROVIDE DETECTABLE V'IARN ING TAPE 12 " ABOVE PRESSURIZED MAINLI NE _ AS APPROVED PLIRPLE RECYCLED V'IATER PVC, PIPE AS SLEEVING, TW ICE THE D IAMETER OF P IPE OR V'IIRE BLINDLE CARRIED PLACE BELOV'I ALL PAVINIS, HAR.DSC.APE, ETC., AND AS D IR.EC.TED BY OWNER'S A UTHORIZED REPRESENTATIVE_ ALL 2 " AND 3 " SLEEVING SHALL BE PVC l220 SC.H_ 40, TYPE I, GRADE 2 MATERIAL CONFORMING TO ASTM STANDARD D-l-re.5-4. ALL 4 " AND LARGER SLEEVING SHALL BE PVC.1220 CLASS 200 SDR.21, TYPE I, GRADE 2 MATERIAL C.ONFORM INIS TO ASTM STANDARD D-2241. SLEEVES LINDER BROV'I D ITCHES SHALL BE ENCASED IN CONCRETE A MINIMUM OF 6 " THICK ON ALL SIDES OF PIPE _ AS APPROVED IRRIGATION CONTROL V'IIRE SHALL BE 1114LIF AWG D IRECT BLIRIAL (IJ.L APPROVED), COL OR CODE WIRE PER CONTROLLER, A MINIMUM OF Tv-10 SEPER.ATE SPARE P ILOT V'IIRES TO THE END OF EACH MAINLINE . ROLITE SPARE V'IIRES INTO EACH V A LVE MANIFOLD LOCATION, BLINDLE AND TAPE ALL V'I IRE AND INSTALL ADJACENT TO MAINLINE , LEAVE SPARE V'IIRE ENDS IN THE LAST VALVE MANIFOLD BOX ON THE MAINLINE. IRRIGATION C,OMMON V'IIRE SHALL BE 1112UF AWG D IRECT BLIRIAL (IJ.L. APPROVED). SPEARS VALC,ON DS-400 PRE-FILLED V'IIRE CONNECTORS, LISE ON ALL V'I IRE C,ONNEC.TIONS 5000 SERIES ADV, LISED ON ALL SPRINKLERS V'IITH LOV'I HEAD DRAINAGE LINC.ONTROLLABLE BY FACTORY INTER.GAL SPRINKLER HEAD CHECK VALVE. DETAIL A B A DETAIL C, LI T T s R D F G H, J, K I, J 1 K L N/A L N/A 0 p N M, N E N/A CITY OF CARLSBAD PLANN ING DEPARTMENT DRAWN JP ,-----,,,,-----::-,. A-:--s=-=-a~u'.'.'"1L-=T-::-,. --------,-----,--,-----------------,--,-----.----,---1 APPROVED MM REVISED /'l. ·(Tl_ -oB 2ND SUB 04-11-05 DATE TITLE: I.ACE'N'-ED J.ANPS<APt; /17UAITfcC RECEIVED BY: JOB NO. 0,-142 _D_AT_E ____ --'O-'-4_-c__llc_-_Occ5 £ r: SCALE AS SHOWN -"-'..!:,:..!....o!:..,.,,::;:~N=s=pE=c=r=oR~--------------- DATE INITIAL DA TE INITIAL QA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RANalO SANTA FE'ROAD -PHASE 2 STA. 2!J1+50 TO STA. :26tf+20.65 APPROVED Q'f":,. LLOYD B, HUBBS A fcd~~~·ci6 ;r,~/•S: CITY ENGTNERCE23 9 EXP 12 31 05 DTE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: GT 'l'l-04 419 -6B _. 0 2. p.,,) 0 ~----LOW VOLTAGE WIRES, 3 MAXIMUM OUTER CASE OF CONNECTOR STRIP AND TWIST WIRES FOR PROPER CONNECTION CRIMP COPPER SLEEVE INSTALLED WITH RECOMMENDED TOOL CONNECTOR INSERT NOTE: FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. @ WIRE CONNECTIONS 1-------IRRIGATION IIWNIJNE [J=l!i::=-----SCH. 80 P\IC TEE. SxSxT MAINUNE X WHF0LO Sil£ -=•----8'LL TYPE ISOLATION VALVE lff-+----SCH 80 PVC UNIOM -----MINIMUM 12" SEPARATIOtil BETWEEN ALL VN.VE BOXES 1------lRAIGATION SUB-MAINLINE lllt= ~ LATERAL LINE TO SPRINKLERS -=•----EW.l.. TYPE ISOLATION VALVE -----SCH 80 PYC UNION (i}i=---QUICK COOPI..ER VALVE IN A ROUND VAL\/£ BOX QUICK COOPI..ER M!WFOLD TO BE SEPARATE FROM RC\/ 161NFOI..D Q) VA L V E MANIF O LD FINISHED GRADE IN TURF AREAS .-----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TD BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "PRV" ONTO LID. ~-PRESSURE REGULATOR, SEE LEGEND FOR SPECIFICATION ~ -FINISHED GRADE ~ • IN SHRUB AREAS ~n=ITT=I.Q PVC SCH JlO T.O.E. 111 m NIPPLE. 3 MIN .• 2 REQ. =Il l= PVC SCH 40 SLIP COUPLING, 2 REQ. L PVC MAINLINE TO MASTER VALVE, PIPE PER SPECS. ~~~nra~~~t == BRICK SUPPORTS ~ 3/ 4" ROCK, 1 CUBIC FT. ~--------LANDSCAPE FABRIC ~-----------BRASS NIPPLE TYP. >--------------BRASS UNION ~-----------------PVC MAINLINE FROM P.O.C. NOTE: INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE PRESSURE REGULATOR ASSEMBLY. @ PRE SSURE REGU L A T OR 12" BRICK SUPPORTS -:::::===:]---PVC ELECTRICAL SWEEP IF INSTALLED IN CON□urT. ....__, _________ LANDSCAPE FABRIC ~-'----------3/4" ROCK, 3 CUBIC FT. PULL BO X NOTE: FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV" ONTO LID . MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. -FINISHED GRADE IN SHRUB AREAS 24" WIRE LOOP VALVE ID TAGS PVC SCH 40 FEMALE ADAPTER, 2 REQUIRED ~--PVC MAINLINE TO FLOW SENSOR, PIPE PER SPECS. ~l---(4) BRICK SUPPORTS >-------BRASS UNION ~------BRASS NIPPLE TYP. ~-------LANDSCAPE FABRIC ~-------3/4" ROCK, 2 CUB IC FT. PVC MAINLINE PIPE FROM BACKFLOW PER SPECS . USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. @ MASTER CONTROL VALVE LATERAL FEMALE ADAP. SCH. 80 PVC .----FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER . BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "Rev· AND CONTRO L STATIO N # ONTO LID. 24" WIRE LOOP -.:f'A--i~~ ;:::?t=~---VALVE ID TAG ~---PVC THO . ELL SCH 80 PVC L__--""e::i:..11----CONTROL VALVE -s---SCH 80 PVC NIPPLE TYP. ~J--(4) BRICK SUPPORTS SCH. BO UNION ---~ Qi----IRRIGATION MAINLINE ~------3/4" CRUSHED GRAVEL TWO CUBIC FEET ~-------LANDSCAPE FABRIC CD REMO TE CONTROL VALVE CLEAN COMPACTED------------~ BACKFILL (2) WARNING TAPES FOR RECYCLED WATER AND (1) WARN ING TAPE FOR POTABLE (12") ABOVE MAIN) PAVI NG, BY 0TH E RS -----..'--,;.r;,T,,;,;r,7;77.7;77.777777~,;,;r,,;,;r,,+,,77777777777> ·.·.·-·.-:-·.·:-·.•:.· .. _.·.·,-· UNDISTURBED SOIL----~~ _,-11 lf l~~-~~~RL'.N i \i -111 :111= \ ·c.:i ~f ~~i~~RIAN -111 ~T~ER~~ ;gR~ i~?{fffA~--1~-;-vi-NG_.,,._ -n±c±I l±i-1-n±'I cj;_ ..... i i • .: -__ -_-_-_-_ --J I I I CONTROL WIRES ------==1""'11++-+'=~+•+i> ... > ... ---~ i r • •m111 MAINLINE & WIRE SLEEVE SCH 40 UNDER PEDESTRIAN PAVING ---111 11 1 MAINLI NE & WIRE SLEEVE SCH 80 UNDER VEHICLE PAVING =1 11=1 I I= TAPE CONTROL WIRES TO MAINLINE 10 FEET ON CENTER I • s· • I DEPTH AS SHOWN OR ON CONCRETE SLAB FOR ON STRUCTURE INSTALLATION . SLEEVES THROUGH WALLS BY OTHERS. ® S LEE VE AND T RENCH ,--------------FINISH GRADE RIP DEVICE SEE LEGEND FbR SPECIFICATION .------BRASS BALL VALVE TYP. ,-----t-----t--;:::==i----BRASS NIPPLES MIN. 4" TYP. =-+----BRASS ELL, 4 REQUIRED I----SBBC-45CR ENCLOSURE J,----PRESSURE REGULATOR OR WYE STRAINER IF SPECIFIED, SEE BE LO W .1------BRASS UNION, 2 REQUIRED " BRASS RISERS LENGTH AS REQ. ~:qr:~--PVC MAINLINE TO MASTER VALVE ~---SCH 80 PVC FEMALE ADAPTER >-----SCH 80 PVC NIPPLE 6" MIN. ~--------CONCRETE SLAB, SEE BELOW >---------------PVC MAINLINE NOTE: IF WYE STRAI NER OR PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING. FOR STRONG BOX BACKFLOW ENCLOSURE THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANU FACTU RER. INSTALL PER CMWD STD. OWG. #W-20 © NOTE: BACKFLOW ASS EMB LY ,-----Fl NISHED GRADE IN TURF AREAS • ,-----PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE ~AIN1£SS BOLT NUT AND WASHER. HEAT •RAND QC\/ ONTO LID. ~ FINISHED GRADE IN SHRUB AREAS __ ....\t[leeeiigg__QUICK COUPLER VAi.VE SEE LEGEND FOR SPEC. &;;;;&----11-----STAINLESS STEEL CLAMP _,.,------(4) BRICK SUPPORTS ,,,,,-LASCO PRE-ASSEMBLED SWING JOINT J-_::,.(~/'.-,..--., tffiJ. f1;1~S~~~RASS MIPT NIPPLE ~-~.U.-J---MAINLINE, SEE SPECS. 1--------14 x 36' REBAR STAKES, 2 REQUIRED ~-------LANDSCAPE FABRIC ~--------3/4' ROCK, 1 CUBIC FT. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECLAIMED WATER USE. Q UI CK COUPLE R VA L VE MAINLINE AND CONTROL WIRES TAPE CONTROL WIRES TO MAINLINE 1 0 FEET ON CENTER (2) WARNING iAPES DEPTHS SHOWN ARE FOR IN GROUND INSTALLATIONS. ON STRUCTURE INSTALL PIPING AT DEPTH SHOWN OR AT CONCRETE SLAB DEPTH. PIPE AND TRE NC H + + + + + + + . + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _,,,------RUBBER DRAIN CAP MISSION RUBBER CO. NO. D704-015, 4" FINISH GRADE BUBBLER HEAD, SEE LEGEND FDR SPECIFICATION TOP 1" BELOW FINISH GRADE f-+'11-:;,=lh-------SCH BO NIPPLE, LENGTH illn-AS REQU IRED, 2 REQUIRED l=:/--,+--IH-e=~-------VALCON 1 /2" ANTI DRAIN VALVE ~Tm= •o cs?, •• 0 . o, o, 0 • . c,o 0 ttc)o, : 0 • ,o o 0• .~o ~ •• • I 1 -II l 1- -------NATIVE SOI L -------PVC LATERAL LINE ..__ ______ DRILL THROUGH PIPE "-------1/2" PVC ELL (SxT) ""'>----------4" DIA. x 36" LONG PERFORATED PVC DRAIN PIPE FILL WITH 3/ 4" GRAVEL TO BOTTOM OF CHECK VALVE >----------------AMMEN DED BACKFI LIL ~-----------------ROOT BALL OF TREE @ TREE BUBBLER NOTE: =-----FINISHED GRADE IN TURF AREAS ~---PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER . BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. PURPLE IN COLOR. ,---PVC BALL VALVE, SEE LEGEND FOR SPECIFICATION 4 " MIN. ~ .. rm· -FINISHED GRADE IN SHRUB AREAS 11i'1m11r ill ill ><.I---BRICK SUPPORTS ~------DUAL UNION CONNECTIONS AS PART OF BALL VALVE ~--------LANDSCAPE FABRIC ~---------3/4" ROCK, 1 CUB IC FT. INSTALL VALVE BOX EXTENSIONS AS REQU IRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. @ BA LL VALVE CONTROLLER-----..,'llaF~""""""-,, STAINLESS STEEL, --...-jl 18" WIDE FRONT ENTRY CONTROLLER ENCLOSURE NEMA 3R RAINPROOF RATED 1 1 /4" PVC CONDUIT/ SWEeP FOR ELECTRIC SERVICE 1" PVC CONDUIT/SWEEP FOR FLOW SENSOR/MCV WIRES 0 Cb) CONTRO LLER !----RAIN SENSOR INSIDE AN ENCLOSURE ,,.---TERMINAL STRIP FOR CONTRO L WIRES ,--------INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS 1-----POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION -111 -IE.I INSTALL SPRINKLER HEAD 1 /2" ~rnmiimi,~~~12~-~~:_,_ ___ _ ] I ffi,l -ABOVE FINISHED GRADE IN SHRUB :=J.....m IT ll,ill~ll'Jllli-=I AND GROUND COVERS AREAS Tl111cff ' 'rn= c:: = j ,M 11 :w~mlll~r ----UNDISTURBED so1L -' 11_ 11_11 TT! =---TRIPLE SWING JOINT ASSEMBLY I. SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE LATERAL LIN E\) SEE SPECIFICATIONS FOR TYPE AN DEPTH REQUI RED NOTE: INSTALL SPRINKLER HEADS 6" FROM PAVI NG EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB . ADJUST SPRAYS DR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. ® POP-UP SPRINKLER ,------FINISHED GRADE IN TURF AREAS =----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, US E STAINLESS BOLTt NUT, AND WASHER. BOX TO BE PLACED AT RIGH ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. FLOW SENSOR, SEE LEGEND FOR SPECIFICATION "'-"'<--(4) BR ICK SUPPORTS >-------LANDSCAPE FABRIC ~------3/4" ROCK, 2 CUBIC FT. ~------------PVC MAINLINE PIPE TO MAST.ER PER SPECS. AND PLAN. VALVE NOTE: INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE OF THE FLOW SENSOR. ® FLOW SENSOR NOTE, I. C.EN~ VALVE BOX OVER REMOTE C.ONTROL VALVE TO FACILITATE 5ERVIC.IN6 VALVE_ 2 . SET Rc.V AND VALVE BOX ASSEMBLY IN 5ROUND-c.oYl=R/SHRUB AREA HI-ERE POSSIBLE:. :l. SET BOXES PARALLEL TO EAGH OTHER AND PERPl=ND IC.ULAR TO ED5E. 4. AVOID HEAVILY C.OMPAGTIN6 SOIL AROUND VALVE BOXES TO PREVENT C.OLLAPSE AND DEFORMATION OF VALVE BOX!:S. I - N 0 ® 0 14"X19" RECTANGULAR VALVE BOX TYP.l QUICK COUPLING VALVE BOX, TYP. 0 0 0 ' 0 0 0 4 4 4 ~ a N VALVE BOX L AYOU T ~ CITY OF CARLSBAD ~ LJ.U PLANNING DEPARTMENT ~ ..---...... ------,,-----....,,...--------....----,---------------------,----,-----------1 "AS-BU il T" IRR l5ATION DETAIL.5 F OR, DRA.WN JP APPROVED MM REVISED 2ND SUB 04-11-05 JOB NO. 04-142 lldlkof?. DATE RANCHO SANTA /=E ROAD -PHASE 2 STA 251+50 TO STA. 2IA+20.6~ nTLE,_L_/c_EJJ_ffi>~~J,,-A_,.~ur.~M~'£~A_TU_H~tT_ec~-r ______ 1----+----+----------------+---t----+---+----t ;===================~ APPROVED .... ..-LLOYD B. HUBBS RECEIVED BY: q, ~A~o::1::1'....,.o,i"-:.e,:&:::..«;.,d.c-!C:.v=:.:.e:.:-~>g.e1C:..~.,,..',,I,~----Sh~/,,,s: CITY ENGINfiiPRCE23889'tXP 12 31 05 DiTE DATE 04-11-05 £ L /Z./J,,/,, DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: "']~!:'.:: PROJECT NO. DRAWING NO . CHKD BY: -C..T CfCf-04 4 1Cf-6B RVWD BY: SCALE AS SHOWN ECTOR I DAfE L..,;;;:;;.__ ___________ ---1.. _______________ .===~;;;;;;;;;;;;~~;;.!:::==:::::::::======:::::::::::==::::::;;;;==;;;;;;;;;;======~==::::::;;;;==!;;;;;;;;;;;=;;;;;:;;;;;;;;=======;J ,, 0 -N 0 0 =E (i) POC -PRESSURE CALCS PROJECT RANCHO SANTA FE ROAD POC#/RCV# A A6 POC WATER TYPE RECYCLED WATER RCVDEMAND 17 HYDRAULIC GRADE LINE 520 METER ELEVATION 467 PRESSURE AVAILABLE AT POC SET POC PSI REGULATOR@ PSI AVAILABLE # GPM SIZE LENGTH SERVICE LINE 17.00 1" 35.00 METER 17.00 3/4" WYE FILTER, CHECK V., TEST STA. 17.00 1" BACKFLOW DEVICE W/ STRAINER 1" FLOW SENSOR 17.00 1" MASTER CONTROL VALVE 17.00 1" MAINLINE 3/4"-11/2" Sch. 40 17.00 11/2" 145.00 MAINLINE (2"-3" CLASS 315) 17.00 3" 0.00 ISOLATION VALVES 2 VAR = LINE RCV SINGLE STATION 17.00 1" Sch. 40 LATERALS (10% OF PSI REQ'D) VAR 3.00 SUBTOTAL + 10% FOR FITTINGS TOTAL LOSSES SPRINKLER OPERATING PRESSURE 30 PSI ELEV. HEAD GAIN FROM SPRINKLER 0 FEET ELEV. HEAD LOSS FROM SPRINKLER 0 FEET SUM PRESSURE REQUIRED SURPLUS -66.46% % *BOOST REQUIRED' SET RCV PRESSURE REGULATOR POC -PRESSURE CALCS PROJECT RANCHO SANTA FE ROAD POC#/RCV# B B7 POC WATER TYPE RECYCLED WATER RCVDEMAND 11 HYDRAULIC GRADE LINE 520 METER ELEVATION 370 PRESSURE AVAILABLE AT POC SET POC PSI REGULATOR@ PSI AVAILABLE # GPM SIZE LENGTH SERVICE LINE 11.00 1" 35.00 METER 11.00 3/4" WYE FILTER, CHECK V., TEST STA. 11.00 1" BACKFLOW DEVICE W/ STRAINER 1" FLOW SENSOR 11.00 1" MASTER CONTROL VALVE 11.00 1" MAINLINE 3/4"-11/2" Sch. 40 11.00 1 1/2" 194.00 MAINLINE 2"-3" CLASS 315 11.00 3" 0.00 ISOLATION VALVES 2 VAR = LINE RCV SINGLE STATION 11.00 1" Sch. 40 LATERALS (10% OF PSI REQ'D) VAR 3.00 SUBTOTAL + 10% FOR FITTINGS TOTAL LOSSES SPRINKLER OPERATING PRESSURE 30 PSI ELEV. HEAD GAIN FROM SPRINKLER 0 FEET ELEV. HEAD LOSS FROM SPRINKLER 0 FEET SUM PRESSURE REQUIRED SURPLUS 6.47% % 'BOOST REQUIRED' SET RCV PRESSURE REGULATOR@ STREET SURFAC.E-----, 5.5 FEET POTABLE MAINLINE------, (SEE IMPROVEMENT DRAV'IINes) NOTE, 12" MINIMUM REQUIRED VERTlvAL SEPARATION REGYC.LED V'IATER IRRIGATION MAINLINE-----tQ ALL REC.YC.LED V'IATER IRRIGATION PIPINe AND SLEEVES SHALL BE PURPLE AND LABELED AS SPEC.IFIED. @:~:~;LE MAINLINE CROSSING IRRl6ATION 5LEEVE GPM FEET FEET PSI 9.42 0.80 1.06 0.70 GPM FEET FEET PSI 4.21 0.36 1.06 0.70 22.949 22 22 LOSS 3.30 4.60 2.00 13.00 0.50 1.50 1.16 0.00 1.40 1.90 3.00 32.36 3.24 35.59 30.00 0.00 0.00 65.59 -43.59 38.14 64.95 64 64 LOSS 1.47 1.90 2.00 13.00 0.50 1.50 0.70 0.00 1.40 1.90 3.00 27.37 2.74 30.11 30.00 0.00 0.00 60.11 3.89 37.64 V PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI NOTE, RUN-TIME CALC RANCHO SANTA FE ROAD T= 60 X INTERVAL X PEAK Elo X KC PRX IE TIME= MIN INTERVAL PEAKEto KC 1.17 WATER 6 DAYS/WEEK 0.177 PR IE 0.800 TURF 0.500 SHRUB 0.200 SLOPE 0.400 TREE 2.000 SPRAY 0.500 ROTOR 0.420 DRlP 6.000 BUBBLER 0.750 SPRAY 0.750 ROTOR 0.900 DRIP 0.900 BUBBLER SHRUB ROTORS T = SHRB RTRS SLOPE T= TURF ROTORS T = TURF SPRAYS DESIGNED T = TURF SPRAYS PROPSED T = SHRUB SPRAYS T = SHRUB DRIP T = TREE BUBBLER$ T = 16.57 MIN/STA 6.62688 MIN/STA 26.50752 MIN/STA 6.63 MIN/STA 6.62688 MIN/STA 4.14 MIN/STA 13.14857143 MIN/STA 0.92 MIN/STA METER A/CONTROLLER A RECYCLED WATER (WUCOLS HIGH 0.7-0.9) (WUCOLS LOW 0.1-0.3, MOO 0.4-0.6) (WUCOLS LOW 0.1-0.3) X O STATIONS = 0.00 X O STATIONS = 0.00 X O STATIONS = 0.00 X O STATIONS = 0.00 X O STATIONS = 0.00 X 5 STATIONS = 20.71 X O STATIONS = 0.00 X 1 STATIONS = 0.92 6 TOTAL 21.63 0.36 4.01 RUN-TIME CALC RANCHO SANTA FE ROAD T= 60 X INTERVAL X PEAK Elo X KC PRXIE 1.17 WATER 6 DAYS/WEEK 0.177 METER BICONTROLLER B RECYCLED WATER TIME= MIN INTERVAL PEAKElo KC 0.800 TURF 0.500 SHRUB 0.200 SLOPE 0.400 TREE 2.000 SPRAY 0.500 ROTOR 0.420 DRIP 6.000 BUBBLER 0.750 SPRAY 0.750 ROTOR 0.900 DRIP 0.900 BUBBLER (WUCOLS HIGH 0.7-0.9) (WUCOLS LOW 0.1-0.3, MOD 0.4-0.6) (WUCOLS LOW 0.1-0.3) PR IE SHRUB ROTORS SHRB RTRS SLOPE TURF ROTORS TURF SPRAYS DESIGNED TURF SPRAYS PROPSED SHRUB SPRAYS SHRUB DRIP T= 16.57 MIN/STA 6.62688 MIN/STA 26.50752 MIN/STA 6.63 MIN/STA 6.62688 MIN/STA X X X X X X X 6 STATIONS 0 STATIONS 0 STATIONS 0 STATIONS 0 STATIONS 0 STATIONS 0 STATIONS = = = = = = = 99.40 0.00 0.00 0.00 0.00 0.00 0.00 TREE BUBBLER$ T= T= T= T= T= T= T= 4.14 MIN/STA 13.14857143 MIN/STA 0.92 MIN/STA X 1 STATIONS = 0.92 METER BOX V'(I METER SIDEV'IALK ----------, ~ -24"-------I C,UR13>--------,l --I ,--c-,--'---.t- APPROX. e," 12" MINIMUM (Q) REvYC.LED V'IATER IRRIGATION______,,/ MAINLINE W SLEEVE 7 TOTAL 100.32 1.67 18.58 YERTIC.AL C.LEARANvE OF 12" MINIMUM 15 MANDATORY l"IHEN C.ROSSING PATH OF A POTABLE V'IATER LINE. INSTALLATION OF REC.YC.LED V'IATER IRRIGATION MAINLINE 24" FROM FACE OF 5IDEHALK l"IILL PROVIDE THE NEC.ESSARY 10' HORIZONTAL C.LEARANC.E FROM POTABLE MAINLINE IN THE STREET. POTABLE SERVICE LINE CROSSING SC.ALE, N.T.S. LANDS('APE ARCHITECTURE DRAWN APPROVED REVISED 2ND SUB JOB NO. DATE SCALE MINUTES MINUTES MINUTES MINUTES MINUTES MINUTES MINUTES MINUTES MINUTES HOURS % OF9HR MINUTES MINUTES MINUTES MINUTES MINUTES MINUTES MINUTES MINUTES MINUTES HOURS % OF 9HR JP MM 04-11-05 04-142 04-11-05 AS SHOWN RANCHO SANTA FE ROAD RECYCLED WATER METER A/ CONTROLLER A ESTIMATED WATER USE EWU (GPD) = ETO X PF X HA X .62 ETo PF HA 0.62 IE METER#1 ZONE TYPE SHRUB ROTORS TURF ROTORS SHRUB SPRAYS TURF SPRAYS SHRUB DRIP TREE BUBBLER TOTAL = = = RANCHO SANTA FE ROAD RECYCLED WATER IE 0.177 AVG. DAILY Elo 0.5 SHRUBS & GROUND COVER 0.6 TURF 0.375 SHRUBS SEE BELOW FOR SQUARE FOOTAGE CONVERSION FACTOR OF UNITS TO GPO 0.8 ROTORS 0.7 SPRAYS 0.9 DRIP AREA (SQ.FT.) 0 EWU = 0.00 (.122 X 0.5 X HA X .62)1.80 0 EWU = 0.00 (.122 X 0.6 X HA X .62)1.60 5,195 EWU= 407.21 (.122 X 0.5 X HA X .62)1.70 0 EWU = 0.00 (.122 X .06 X HA X .62)1.70 0 EWU = 0.00 (.122 X 0.375 X HA X .62)1.90 6 EWU= 0.96 (.122 X .4 X HA X.62Y.90 0 EWU= 0.00 (.122 X .5 X HA X .. 62)/.~.7~0-=-- -5~, 1~9~5 -EWU = 408 GPD 146,989.06 GPY METER B / CONTROLLER B GPO GPO GPD GPO GPO GPD GPO 0.457216 AC. FT/ r 19917.01 CU.FT/ r ESTIMATED WATER USE EWU (GPO)= ETO X PF X HA X .62 ETo PF HA 0.62 IE METER#1 ZONE TYPE SHRUB ROTORS TURF ROTORS SHRUB SPRAYS TURF SPRAYS SHRUB ORIP TREE BUBBLER TOTAL = = = = IE 0.177 0.5 0.8 0.375 0.8 0.7 0.9 AVG. DAILY Eto SHRUBS & GROUND COVER TURF SHRUBS SEE BELOW FOR SQUARE FOOTAGE CONVERSION FACTOR OF UNITS TO GPO ROTORS SPRAYS DRIP AREA (SQ.FT.) 8,670 EWU = 594.65 (.122 X 0.5 X HA X .62)1.80 0 EWU = 0.00 (.122 X 0.6 X HA X .62)/.80 0 EWU = 0.00 (.122 X 0.5 X HA X .62)/.70 0 EWU = 0.00 (.122 X .OB X HA X .62)/.70 0 EWU = 0.00 (.122 X 0.375 X HA X .62)/.90 10 EWU= 1.22 (.122 X .4 X HA X .. 62)/.90 0 EWU= 0.00 (.122 X .5 X HA X..62~,~-7~0~=,--- -8~,6=7~0-EWU = 596 GPD 217,493.63 GPY GPD GPO GPO GPO GPO GPO GPO 0.667444 AC. FT/ r 29074.77 CU.FT/ r V'IATER SOURC.E, . I. HATER PRESSURE INFORMATION V'<AS C-ALC-UATED ElA5ED ON A HYDRAULIC-6RADE LINE OF 520FT. 5TATIC. PRESSURE AT EAC.H POINT OF C.ONNEC-TION 5HALL ElE A5 INDIC-ATED ON POC. NOTE5. THIS V'IATER PRESSURE INFORMATION V'!AS OElTAINED FROM ANAElELLA VIEDMAN V'<ITH THE VALLEC-ITOS V'IATER DISTRIC-T ON 11/15/04. 2. THE C-ONTRAC.TOR SHALL VERIFY V'IATER PRESSURE ElY DIREC-T MEASUREMENT IN THE FIELD. IF EXISTINe PRESSURE 15 NOT AS STATED ON THE PLANS THE C-ONTRAC-TOR 5HALL NOTIFY THE OV'INER5' REPRESENTATIVE ElEFORE PURC-HASE OF EQUIPMENT AND ElE6INNIN6 INSTALLATION. PURC.HASE OF EQUIPMENT AND ANY INSTALLATIONS Y'<HEN EXISTIN6 STATIC. PRESSURE IS ElELOV'I THAT STATED AElOYE 5HALL ElE THE SOLE RESPONSIEllLITY OF THE C-ONTRAC-TOI'<. BOOSTER PUMP MODEL BOOSTER PUMP MODEL SYSTEM DESIGN PARAMETERS -POC 1N SYSTEM DESIGN PARAMETERS -POC '8' S stem Model Number System Electrical Voltage S stem Electrical Phase and Frequency Pump Model Number Pump Capacity (GPM) Pump Total Head (Feel) Pump Horsepower Pump RPM System Full Load Amperage IBCR4-1.5-2-2 17 GPM 68 PSI 2 INCH 22 PSI 230 VAC 1 PHASE 60 HZ CR4-40U 20 GPM 152FEET 1.5 HP 3500 RPM 10AMP 3 " 3 " System Model Number System Electrical Voltage System Electrical Phase and Frequency Pump Model Number Pump Capacity (GPM) Pump Total Head (Feet) Pump Horse ewer Pump RPM S stem Full Load Amperage ---------42"~--------j c:::::J ,,,,,@ 1. CLOSE-COUPLED CENTRIFUGAL PUMP, CAST IRON BRONZE FITTED. 2. NEMA 4X SIMPLEX CONTROL PANEL FU~ AUTOMATIC OPE~ATION. 3. BRONZE 1/4 TUF<N BALL VALVE 4. BRONZE NON-ADJUSTABLE FLOW SWITCH. 5. TYPE ''L" COPPER. IBCR4-.75-2-2 11 GPM 94 PSI 2 INCH 64 PSI 230 VAC 1 PHASE 60 HZ CR4-20U 20 GPM 69 FEET .75 HP 3500 RPM 6.9AMP 6. BRONZE UNION ADAPTER. COl'ITRACTOc' 1,, r;rc-,,•OW,1.9! F FOR co~:1-!FCTING OJTI ,T 0 1 AclGF 01d/or Al I MAl~l l~IF r l'l~TG TC Fl .AJ,IGF!~ IN COlvrl IANCF WITH Al I I OCAI r. UVRING COlF:,. 7. PRESSURE GAUGE, LIQUID DAMPENED. S. BRONZE DISC STYLE CHECK VALVE. 9. MARlI~E GRADE ALUMINUM ENCLOSURE, HINGED -op_ 10. STRJCTURAL ALUMl~IUM BASEPLATE. 11. 6" INCH THICK CONCRETE PAD, ASTM C-94, ACI STD 31S-83 f!IX, 2500 PSI RATED 12. MAI~! POWER CONDUIT. 13. IRRIGATION CONTROLLER SIGNAL CONDUIT. SIZE LOW FLOW-IRRIGATION CONTROLLER SIGNAL ACTIVATED UNITED GREEN TECI-I SCALE (NOT TO 'SCALE) NA/v.E IB-LF.DWG U BOOSTER PUMP CITY OF CARLSBAD PLANNING DEPARTMENT ,-----,f-/-,1---,,,;-:A-:;:S-;::B-;--:U-;:-IL-:;:T;;-,, --------,,----,--,-------------,--T-,--,7 IRRl6ATION DETAILS FOR, RANCHO SANTA /=E ROAi:) -PHASE 2 STA. 2~+50 TO STA. 26e/+20.65 LICef'IS60 J.A/JOS<m All.C.\.I ,-ri;:c,--~===============:=:====c:=~'cc5 TITLE=---~----------------1-----+--+-----------------i----i-----t---,--, APPROVED 13r-, LLOYD B. HUBBS RECEIVED BY: 4~ -.,-~ vr~ 8//o/ef'. mY'fficmrrfPRci:2.3isfuri2 31 05 DATE OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO. GT 'i'i-04 DRAWING NO. 41'1-&8 PECTOR \ ) 011 Z09 ...... ,..,,, 0 -,..,,, 0 1 SECTION 02811 LANDSCAPE: IRRleATION PART I -e!:N!:RAL 1.01 SUMMARY A. It Is the Intent of the speollloc,tlons <and droHlngs that the finished system Is complete In eve~ respect and shall be ready for operation satisfactory to the O~ner. 6. The Hork shall Include all materials, labor, services, transportc,tlc>n, Clnd equipment ne,es,;Clry to perfc>rm the Hork as lndlcClted on the drClHlngs, In these opeclllc.atlc>n, Clnd c,o neceooary to complete the contract. 1.02 CONSTRUCTION DRAY'IIN(r.> A. Due to the scale of the dra,1Ings, It lo not possible to Indicate all offsets, llttlngo, sleeves, e,lc. ,1h!ch may be re,qulred. The Contractor shall oor.,fully Investigate the otruolural and finished oondillons affoollng all of hlo Hork and plan hlo work aooordlngly, lurnlohlng ouch lltllngo, etc. c,o mc,y be required to meet ouch condlllono. Dra,1ingo are generally diagrammatic and indicative of the Hori<. lo be lnotCllled. The Hork shall be lnotCllled In ouch " manner c,s to avc>Jd conlllcto betHeen Irrigation systems, planting, c,nd archltecturCll features. 6. All Hork cc,lled lor on the dra,1Jngs by notes or details shc,II be furnished Clnd Installed Hhether or nc>t speclfloQlly mentioned In the speclflcollons. Y'ihen an Item Is sho,1n on the plans but nc>t shoHn ''" the specifications c>r vice versa, It ohClll be deemed to be as sho,1n on both. The Lc,ndscape Architect shall have Pinal Qulhorlty for GlarJFlcatlon. C. The Contractor shall not Hlllfully lnstc,11 the Irrigation system Cls s_hoHn on the dra,1ings ,1hen It Is obvious In the field that obstructions, grClde differences or discrepancies In are" dimensions exist that might not hove been considered In engineering. SUGh obstructions or differences should be brought to the attention of the Landscape Architect as soon as detected. In the event this notification Is not performed, the Irrigation Contractor shall assume Pull reoponolblllty lor Clny revision necessc,ry. I.OS CilUALITY ASSURANCE: A. Provide at leaot one engllsh opeaklng person Hho oholl be preoent at all tJme,s during execution ol thlo portion ol the Hork and Hho shall be thoroughly familiar Hlth the type of materials being lnstol led and the manufaotur.,r's r"Gommended methodo of lnotallatlon and ,1ho shall direct all ,1ork performed under this oeotlon. 6. Manufoclurnr's directions and detailed drQ,1lngs shClll be lolloHed In all cases Hhere the mc,nufaclurer ol c,rtlcleo uoed In this contract Furnloh directions covering points not shoHn In the drc,Hlngo and opecllloatlono. · C. All locc,I, munlclpCll and otQte lc,Ho, rule• and regulations governing or relating to any portl,;m of thlo ,1ork are herelc,y lncorporale,d Into Clnd made a part of these opecll!Gatlono, and their provlolono shcall be, ccarrl<>d out i,,y the Contractor. Anything contained In the,oe, opeclllcatlono oholl not be construed lo conflict ,11th any ol the c:,bove rules c:,nd regulatlono ol the same. HoHev<>r, ,1h<>n theo<> opeclllcatlono and dra,1ingo call for or deocrlbe malerlolo, ,1orkmonohlp, or construction of a b<>tler quality, hlgh<>r standard, or lorg<>r size than Is re,qulred by the above rules and regulClllons, the provlolono of these opeclflcatlons c:,nd draHlngs shc:,11 tc,ke precedence. D. All mClterlc:,ls supplied for this project shc:,II be neH and free from any defects. All defective mc:,terlols shc,II be r"plClced lmm.,dJc:,tely Clt no oddltlonal cost to OHn.,r. !:. The Contractor shall secure the requlr"d lice,ns<>s and p<>rmlts Including poym<>nts of Ghorg<>s and fees, give required notices to public outhorllleo, verify permits secured or arrang<>ments mode lc,y others olleotlng the ,1or._ ol this section. 1.04 SU6MITTALS A. MaterJc:,ls List, I. Alter aHc:,rd of contract and befor" any lrrlgc:,tlon system mcaterlals '"" dellv"r.,d to th" Job sit", submit to the OHner a compl"t" list of all Irrigation systc,ms, materials, or proceooeo proposed to be furnish"" and lnstol led as part ol this contract. :2. Shoi,,,i mc:;mufacturer 1s nG1me and Gatalog number For each Item, furn!$-h complet" catalog cuts and technical data, furnish th" manufacturer's recommendc:,tlons as to the method oF Jnslallallon. S. No substitutions Hill be allo,1ed ,1lthout prior ,1rltten acceptance lc,y the Landscop" Archlt.,Gt or O,1ner's authorized representative. 4. Manufacturer's Harranlles shall not relieve th" ContrClctor ol his liClbllity under the guarc:,ntee. such Harrantles shall only supplement the guarantee. 6: SUb5tltutlono, If the Irrigation Contractor Hloheo lo oubstJtute any equipment or motc,rlalo For lhoso equlpm<>nl or mat.,rlols listed on th<> Irrigation droHlngs ond •p.,clflcc,tlono he may do oo 1')y providing the Pol lo,1Jng Information to th" Lcandooape Architect or OHner's authorized representallv" and City Inspector for approval. I. Provide a wltten statement lndlcc:,IJng the reaoon for mClklng tho substitution. 2. Provide catalog cut sheets, technical data, and performance Information for c,c:,oh substltut" lt.,m. S. Provlc:le In ,1rltlng the dlrference In Installed price If the Item Is occepte,d. 1.05 EXISTING CONDITION;, A. The Contractor shall verify c:,nd be familiar Hlth the locations, olze Clnd detail of points of connection provided as th" source of Hater, electrical supply, and telephone line connection to the lrrlgc:,tJon system. 6. Irrigation design Is based on the ovc:,lloble static ,1c:,ter pr.,ssur<> shoHn on the, droHlngs. Contractor shall verify otatlc Hat"r on the project prior to the start al conotruotlon. Should a discrepancy "xlst, notify the Landscape Archlt.,,t and O,1n,,r's outhorlz"d representative, prior lo beginning construction. C. Prior to cutting Into the soil, the Contractor shall locate all cables, conduits, seHer •"pile ton"5, and other utilities as are commonly encountered und.,rground and he shall take proper precautions not to damage or disturb such Improvements. If a confl!Gt exists bo>tHeen the ouch obstc:,cles and the proposed Hork, tho> Contractor shall promptly notify tM Landscape Architect and OHner Hho Hill arrc:,ng" Par r"locatlono. The Conlrc:,ctor ,1111 proce"d In the oom.. manner If a rock lay"r or any oth"r ouch condlllono or" encountered. D. The ConlrClctor shall protect all <>Xlstlng utllltlos and l<>atures to r<>maln on and adjacent to the project site during constrvctlon. Contractor shall repCllr, at his oHn cost, Clll damage resulting From his operc:,tlons or negligence. !:. The lrrlg"tlon Contractor shall coordlnClle Hlth the eeneral Contractor for lnstallc:,llon of r"qulrnd oleevtng as sho,1n on the plans. 1.06 INSPECTIONS A. Th" ContrQGlor ohc:,II P"rmlt the Landscape Archlt.,ct, O>-1ner's authorlz"d r"pr"s"ntatlv" and City lnop.,ctor to visit and Inspect at all tlm"s c:,ny part of the ,1or._ and shc:,II provide sc:,fe access for such visits. B. J,,her" the speclllcatlons requlr" ,1or._ to be testec:I lc,y the Contractor, It shall not be covered over until accepted by the Landscape Architect, O,1ner's authorized representc,tlve, onc:1/or governing ogencleo. The Conlrc:,otor shall be solely responsible for notifying th" Landscap" Architect, O,1ner, and governing agencies, a minimum of 48 hours In advance, Hhere ond Hhen the Hork 15 ro>Cldy For testing. Should any Hork be covered Hilhout testing or acceptance, It shall be, If so ordered, uncovered at th" ContrClctor'o exp.,noe. C. lnop.,ctlono ,1111 b" r"qulr.,d for th" lollo,1Jng Q\ " minimum, I. System layout 2. Pressure, t<>st ol Irrigation main lln<> (Four hours at 125 PSI or 120% of static ,1oter pre,ooure, ,1hlch "v"r Jo greater) approval required lc,y City Inspector. B. Coverage test al Irrigation system (c,pproval required lc,y city Jnopector). 4. Final lnop.,ctlon prior to start of malnl.,nanG" p<>rlod S. Final acceptance D. Site observQtlons and t .. stlng Hill not commence ,1lthout the record draHlngs "" prepared by the lrrlgCltlon Contractor. Record drc:,Hlngo muot complete and up to date for "ach oil" vfslt. !:. r"«>rk Hhlch fc:,lls testing and Is not o,c.,pt"d ,1111 be r<>t<>st.,d. Hourly rat"• and "xp.,nses ol the L.ondscape Architect, OHner'o authorized repr.,oentatlv", and governing ag.,noles for relnspectlon or r"testlng Hill be paid lc,y the Irrigation Contrc:,ctor Clt no addlllonol expens" to O,1n.,r. 1.01 STORAGE AND HANDLING A. Use all means necessa~ to protect Irrigation oyotem materlolo before, during, ond alter lnstc:,llatlon c:,nd to protect the Installation Hori<. c:,nd mClterlols of c:,II other trades. In the event of damage, Immediately make Clll repairs and replCloements necessary to the Clcceptan,., of the Landscape Architect and O,1ner c:,nd at no additlonQI cost to the OHn"'. 6. Exercise care In hClndllng, loading, unloCldlng, and storing plaotlc pipe and fittings under cover until r"ady to lnotall. Transport plastic pipe only on a vehicle ,11th a bed long "nough to allo,1 the pipe to lay Plat to avoid undue bending and concentrated external load. 1.08 A. CL!:ANUP AND DISPOSAL Dispose of ,1asl", trash, and debrlo In accordance, ,11th c:,ppllcabl" loHs and ordlnanc<>s and "" prescrlbea lc,y au,horltles hClvlng Jurisdiction. 6ury no such Haste m"t"rlCll and d"brls on th" sit.,. 6urnlng of trash Clnd debris Hill not b<> p<>rmltted. Th" Contractor shall remove and dispose ol rubbish and c:lebrlo g<>nerc,lec:I lc,y hlo Hork and ,1orkmen c:,t frequent Jntervc:,lo or ,1hen ord"r"d to do oo by the Q,1ner'o authorized reprc,oentotlve. 6, At the time of completion the .. ntlre site ,1111 be cleared ol tools, equipment, rubbish and debris ,1hlch shc:,II b" dlspooed of off-sit" In a legal disposal area. I.O<f TURNOYl:R ITEMS A. Record DroHlngo, I. ""'cord accurately on on" set of contract drc:,Hlngo all ohang"• In the Hark constituting d"partures from the orlglnc:,I contract drc:,Hlngs. 2. The GhClng"s and d!menolons ohClll b" r"oord"d In " l"glbl" Clnd HorkmClnlll<e manner to th" oatlofactlon of th" oHn.,r. Prior to flnc:,I lnop.,ctlon of Hork, oubmrt record drc;u,,irng!i to the Lancl!icape Architect or Owner's aul;.horlzed representative. 5. Dimensions Prom/to permanent points oP referemc:.e svc:.h as bulldln9s1 sldewalk!:>, curbs, etc. shall be shown. Data on record drawings shall be rec.orded on a da~ to day baolo c:,o the proj.,,t Is l:,.,ing lnotc:,II.,d. All le,tt .. rlng on dro,1lngo oholl b" minimum 1/8 Inch In olze. 4. Sho,1 looatlono c:,nd deptho of the follo,1ing lt.,mo, a. Point of connection (Including Haler meters, bc:,ckfloH pr"v"ntero, mc:,ster control valves, etc.) b. Routing of sprinkler pr<,ssur" lln"s (dlm.,nslons shoHn at a maximum al 100 f""t c:,long routing} c. eat" valv"s d. Automatic remol<> control valves and Isolation ball volv<>s e. Cilulck coupling valves and JsolCltlon bal I valve• F. Routing ol control Hlr"s g_. Irrigation controllers ~ Related <>qulpment (as may b" directed) S. Mc:,lntc:,ln record droHlngs on sit" al all llm.,s. Upon compl<>tlon o/ >-1ork, transfer all as-built Information c:,nd dlm.,nslons to reproducible, sepia prints. 6. Controller Charts, I. Record dra,1lngo must "" Clpproved by Landscape Architect and/or Q,1ner's authorized representative, 1:,.,fore charts are prepared. 2. Provide one oontroll"r chart Par each automatic controller, Chart shall shoH the area covered by the partlculClr controller. S. The chart Is to b<> a reduo<>d copy al the actual "record" dra,1lng. In th" .,v.,nt the oontroll"r •"quence Is not I.,glbl" Hh"n th" dro,1ing Is r"du,.,d, It shall be enlClrgec:I to a readobl" size. 4. Y'ihen completed and c:,pprov.,d, the chart shall I:,., herm<>tlcally s<>aled be,tHeen \,10 pl"'"" of plastic, e,c:,ch piece being a minimum 20 mils In thickness. C. OperG1tlon and MalntenG1nc.e ManuGll5: I. T,10 Jndlvlduolly bound copies of op.,ratlon and malnt.,nc:,nce manuc:,ls shall b" d"llv"r"d to th" Landscape Architect or OHn.,r'o c:,uthorlz"d r"pr"•"ntatlve at l"c:,ot 10 oal.,ndor days prior to flnc:,I Inspection. The manuals shall describe the material Installed and the proper ope,ratlon of th" oyotem. 2. Each compl"t", bound manual shall lnclud<> the Poi10,1lng Information, a. Index sheet stating Contractor's address and telephone number, duration of guarant"e pe,rlod, list of equipment IncludIng nc:,meo ond addr""""s al local manufacturer repr<>senlallv.,s. b. Operating and malntenanc<> lnotructlono for all equipment. c. Spare parts lists and related manufacturer Information for all equipment. LANOSl'APE ARCHITECTURE DRAWN APPROVED REVISED 2ND SUB JOB NO. DATE SCALE ... -.. -·-·---------~-----:::.:·-·-:::----' -~--·-·---. - JP MM 04-11-06 04-142 --~ 04-11-05 AS SHOWN D. Equlpm.,nt, I. supply ao a part ol this contract lh<> lollo,1lng Jlemo, "· THo (2) Hrencheo for disassembly and adjustment of eooh type ol sprinkler head uoed In the Irrigation oyot.,m. b. Thre,e SO-Inch sprinkler key• For manual operation of control valves. c. THO keys /or each Qutomatlc controller. d. Flv" quick coupl"r keys Hlth a bronze hoe" thread '10 d"gr"" s,1lv.,I Clttachm"nt and flv" coupler lid keys. e. Flv" vc:,lvi, box cov"r key or Hr.,nch. f. One 5-foot tee ,1rench for operCltlng gate valv"o S Inches or larger (If used). g. Six extra sprlnkl"r heads oF each size and type per Irrigation P.O.C. 2. The above equlpmi,nt shall be turn"d over to OHner's authorlz"d repr.,sentatlve Cl! the flnc:,I Inspection. 1.10 COMPLETION A. At th" time oP the pre-maintenance period Inspection, the Landscape Archlt.,,t, O,1n.,r's authorized r"pres.,ntatlv.,, Gl'1d governing agencleo Hill Jnope,ct the Hark, Clnd If not accepted, >Jill prepar" a list of lt.,ms to be completed by the Contractor. At the time of the post-maintenance P"rlod or Pln<>I lnopectlon the ,1ork Hill be r"lnspe,cted and flnc,I acceptan,., Hill be In Hrltlng by the Landsoop" Architect, O,1n<>r's authorized r<>prcosenlCltlvco, and governing og.,noleo. 6. The O,1n<>r's authorized representotlv" shall hove final authority on Clll portions o/ the Hark. C. After the system has be<>n completed, the Contractor shall Instruct OHner's authorized representative In the operation and molntenonce of the Irrigation oyotem and shall furnish " complete oet of operating and maintenance Instructions. D. Any settling of trenches ,1hlch may occur during th" one-yec:,r period folloHlng acceptan,., ohc:,II i:,., repaired tc, the oHn.,r'o oc:,tlofactlon lc,y th" Contrc:,ctor Hlthout any oddltlonc,i exp.,nse to the o,1ner. Repc:,lrs shall lnclud" th" compl.,te restoration of c:,II domc:,ge to planting, paving or other Improvements of any kind as a result of the Hor._. I.I I eUARANTE!: A. Th" entlr" sprinkler oyot.,m, Including Clll Hark done under this contrClct, shall be uncondltlonc:,lly guorClnleed against c:,II defects and Fc:,ult of mc:,terlal c:,nc:1 Horkmanohlp, Including settling of bClGk Fle,ld are,os belo,1 grade, for a period o/ one (I) Y""r follo,1lng the, llllng of the Notice ol Completion. Should any proble,m ,11th the, Irrigation system be discovered ,1lthln the guarantee period, It shall be corrected by the Contractor at no Qddltlonal expens" to o,1ner ,1JthIn ten (lo) calendar days of receipt of ,1rJtte,n notice from O,1ner. Y'ihen the nature, of tM repairs c,s d"le,rmlned lc,y the OHner constitute an "merg.,noy (1..,. broken preooure line) the 0,1ne,r may proceed to make repc:,lrs at the Contractor's "xpense. Any and all damag"s to "xlstlng lmproveme,nt resulting either from PClulty mClterlc:,ls or HorkmQnshlp, or from th" n"cessary repair• to correct some, shall be ro,palr"d to the sc,tlsFactlon al the o,1ner by th" Contmotor, all at no QddltlonCll coot to the O,1ner. B. euarontee ohall be, oubmltted on Contrc:,ctoro 0,1n l"tterhe,ad ao lollo,10, c9UARANTE!: FOR SPRINKLER IRRIGATION SYSTEM "<> herei,,y guarc,nte,e that th" sprinkler Irrigation system He hove furnished and lnstall"d Is free from defects In materials and ,1orkmanshlp, and th" ,1ork has been compl.,ted In accordc:,nce ,1Jth the dra,1Jng• and sp.,c!Plcatlons, ordinary "'""r and tear c:,nd unusual abuse, or negl.,,t .,x,epted. "<> "9r"e to repair or replace any c:lefectlve mClterlCll during the period oF one year from c:late oF filing of the Notice oF Completion c:,nd also to repCllr or replace any damage resulting from the repCllrlng or r"plClolng al such defecto c,t no Cldd!tlonc:,I coot to the o,1ner. V'le ohall mc:,ke ouch repairs or replacements >1lthln 10 cal.,ndClr days fol loHlng >1rltten notification i,,y the o,1ner. In the event al our fc:,llure to m"ke ouch r"pc:,Jrs or replac"m"nto ,1Jthln the tlm" specified alter r<>o<>lpt ol Hrltten notlc.e from owner, i,,,,ie authorize the o"'4ner to proc.e:ed to hi::;:ive, 5ald repalre or r"placem.,nto mad" at our "xpens" and He Hill pc:,y th" cooto and charges therefore upon demand. PROJ!:C T NAME, PROJECT LOCATION, CONTRACTOR NAME, ADDRESS, Tl:L!:PHONE, SleN!:D, DATE, Port II -MATERIALS 2.01 SUMMARY Uoe only ne,1 mat.,rlalo of th" mClnuPacturer, size and type ohoHn on the dra,1lngo and opeclllcatlono. Materials or <>qulpment lnotoll<>d or Purnloh"d that do not m"et Londooop<> Architect's, OHn.,r's, or governing agencies standards HIii be r"Jecled and shClll be r"moved from th" sit" c:,t no "XP"""" to the OHner. 2.02 PIP!: A. Presoure supflY lln" from point oF oonn.,ollon through bo,.,flo,1 pre,v.,nllon unit shall be Type K "hard' copper pipe. 6. Preosur" supply lln"s 2 lnoheo In dlc:,mcoter and up lo S lnche,s In diameter do,1nstrec:,m of bockflo,1 pr.,ventlon unit shall "" Closs Bl5 solvent ""Id PVC. Piping shall conform to ASTM D224I. C. Pressure supply lines I 1/2 lncheo In diameter and omaller of the backflow prevention unit shClll be SGnedule 40 solv.,nt Held PVC conforming lo ASTM Dl185. D. !:. Non-pr.,ssur" lines S/4 Inch"• In diameter and lc:,rg<>r doHnotr""m of th" r"mot" control VCllve shall be Sch. 40 PVC. Recycl"d (Reclaimed) ,1ater PVC pipe to be color-coded purple In color marked on tHo sides ,11th recic:,lmed HClter ""ming stCltements "Cautlon-""'cycl"d (ReclQlmed) J,«,t.,r". Reclaimed Hol<>r piping muot be """Pt"d oy local reclalm"GI Haler gov.,rnlng c:,genoJ.,s. Recycled ,1c:,ter pipe ohall be uo"d only on r"cycl"d oyot.,m. Non-pr.,ssure piping shall conform to ASTM Dl185. :;2.0S METAL PIPE: AND FITTINGS A. Elraoo pip<> ohall b" 85 P"rcent r"d braso, ANSI, IFS Standard·l25 poundo, Schedule 40 ocre,1ed plp"- 6. Elrooo Fitting• oholl b<> medium l:>raoo, ocr.,,1ed I25-pound clCloo. C. Copper pipe shc,II be "hard" Type K. D. Copper Pitting• oholl b" sold"r"d IYP"· 2.04 PLASTIC PIP!: AND FITTINeS A. Pip<> ohall be mori<ed continuously Hlth manuloclur.,r's name, nominal pipe slz.,, schedule or claoo, PVC type and grade, Nollonc,I Sanitation Foundation approval, Commercial Standards d"slgnatlon, Clnd dote of extrusion. 6. All plastic pipe shall be extruded of an Improved PVC virgin pipe compound In accordance Hlth ASTM D224I or ASTM Dl184. C. All PVC lltllngo shall "" stc:,ndc:,rd Height Sch.,dul" 40 and ohc,II be l'1J"Gtlon mold"d ol c:,n Improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings ohall be Injection molded. All t"e• and oils shall be old<> gc,t.,d. All fitting• shc:,II conform to ASTM D2466. D. All threaded nipples shall be stClndc,rd ,1e!ght Sohedul" l?;O Hlth molded threads and shall conform to ASTM DI185. E. All solv.,nt ,.,m "ntlng of plClstlc pip" and fittings shall b" a !Ho-step pro,.,ss, using primer and solvent ,.,ment applied p"r the manufacturer's recomm.,ndatlono. Cement shall be of a fluid conslsfoncy, not gel-like or ropy. Solvent cementing shall be In conformance Hlth ASTM D2564 and ASTM D2855 .. F. Y'ih"n connection Js plastic to metal, femal" adopter• ohall be hand tightened, plus one turn Hlth c;, ;trc:,p Hrench. Joint compound shall be non-lead bas" Teflon paste, top", or equal. 2.05 6ACKFLOJ,, PR!:VE:NTION UNITS A. The backlloH prevention unit oholl "" ol th<> monu/c:,oturer, size, and typ" lndlcat"d on the drc:,,1lngs. 6. The backFloH pr.,ventlon unit shall be Jn;lolled In accordance Hlth the requirements set Forth lc,y local codes. C. Th" backfloH prevention aso.,mbly shall consist of brc:,oo piping, unlono Clnd fitting•. 2.06 VALY!:'S A. ec:,te Valves, I. eat<> vc:,lv"o ohClll be of the monuFaoturer, olze, and type Indicated on the draHlngs. 2. ec,I<> valves ohall be constructed o/ a bronz<> body, bonnet and c:lioG, and a malleobl" Iron hand!Alheel. Gate valve,5 ehall have threaded c.onnec.tlom;. S. All Gate valv"o shall hov" a minimum Horklng prcooour<> ol not less than ISO pol and shall conform to AJ,IJ,,IA standards. 6. Ball Valves, I. 6all valv"s shall b" of the mc:,nufactur.,r, size, c:,nd type lndloatec:I on th" drc:,Hlngs. 2. 6Clll VCllves shc:,II 1;,., constructo,d of a bronze body, stainless sto,el bClll and st.,m, mc:,lleoble Iron handle. 6all VCllv"• shall have thr<>ad"d conn.,ctlono. S. All ball valves shall have a minimum Horklng preoour" of not less than 150 psi and shall conform to AJ,IJ,,IA standards. C. Quick Coupler Valves, I. Cilulck coupler vc:,lv"s shall be al the manufacturer, olze, and type Indicated on the draHlngo. 2. Quick coupler vc:,lves shall be bras; Hlth a Hall thickness guarant.,.,d to Hlthstonc:I normal ,1orklng pressure of 150 psi Hlthout lea'-"ge. Valv"s ;hall hc:,ve S/4 female threads opening al base, Hllh tHo-pl"c" body. Valves to be op.,roted only ,11th a coupler key, de,slgned for that purpose. Coupler key Is lns.,rt<>d Into volv<> and a positive, HolertI9ht connection ohall b" mode b"tHeen the coupler i<ey and valve. Hinge cover shall b" the looking type constructed of brass Hilh a rubb.,r-llke vinyl cov.,r. B. Vinyl quick coupl"r cover For r"cla!me,d ,1ater quick coupler volv"s to be i,>urple In color Hlth the Hords "J,«,rnlng-""'cycl"d (""'clalm.,d) J,«,ter-Do Not Drink P"rman.,ntly morkei:1 on lid for recycled system. D. Automatic Control Valves, I. Automatic control valve• shall "" o/ the manufacturer, size, and ~YP" lndloat"d on th" droHlngo. 2. Automatic control valv"s shall be .,I.,ctrlcally operated. E. Anti-drain Valv.,o, I. Anti-drain valves shall 1:,., ol the manufactur.,r, size, and type Jndlcatec:I on the draHlngs. 2. Anti-drain vc:,lv"s shall have 18-8 otalnleso st.,el springs and valve stems ,11th 6unc:,-N seals. S. Anti-drain valves HII I have thr.,oded connectlono the size of the riser or pip" they ore to b" Installed onto, or th" next available size. No slip connection c:,ntJ-draln valv"• are alio,1ed. CITY OF CARLSBAD PLANNING DEPARTMENT CT[] ~---,4,,A-----,,-----,,---------,----,------.---------------,---,---,--r----j "AS-BUILT" IRRl<SATION SPECIFICATIONS FOR, DATE RANCHO SANTA t=E ROA!) -PHASE 2 STA. 251+50 TO STA. 26r:f+20.6:J TllLE:_l_/_(.e_'/'l_~ __ '-"' __ 1'_~_A_1E_A_· µc_· _1-1_,_7r_'c_r _____ f----1----1-----------------r----t---t------t--------j c===================c, APPROVED dY LLOYD B. HUBBS RECEIVED BY: /4,.~"""'"""'""--c:"""'77"",-7~~=~=,,,-~"""'·"-'-----:----,----~~/ o> CIITTN;iNEElf'RCE238Bef EXP12 31 05 D7ATE." DATE INITIAL DATE INITIAL DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: CHKD BY: RVWD BY: PROJECT NO. C,T 'l'l-04 DRAWING NO. 41'l-6B '011209 \ I ' ~ 0 =E _. (i) c.,., 0 ~i --I\:> "° 0 I 0- 0, e r -_ ----- 2.01 VALVE BOXES A. Valve boxes shall be fabricated Prom a durable,, l'!ealher-r.,sislanl plaollG mat.,rlal reololc,nt to sunlight c,nd chemical c,ctlon of ooilo. B. Th" vc,lve box cover ohc,11 be gr""" In color and ""cured with bolts. C.. The Gov"r c,nd box shall be cc,pabi" of ouol;c,ining " loc,d oP 1,500 pounds. D. Vc,lv" box e,xl.,nolono shall be by th" oc,me manufc,ctur"r ao the, vc,lv" box. E. F. Automc,tlG control anc;I mc,oter valv" box"• shall be lb"xll"xl2" rectangular or,.,. Valv" box Gov.,ro shall be "heat branc;led" In 2" high 1 .. tt.,ro with "llh"r "RC.V" with th" vc,lv" ldentlPIGGltlon nvmbers or 11MCV11• Ball valv", gate vc,lve, and quick coupler valv" box"• shall b" circular 10" oiz.,. Valve box cover$ $hall be 11heot br'anded 11 ln 2" high lette,t"$ with either 116V1\ 11GV11, or 11acv11• Valve box cov"r Por r"clalm"d systems shall oo purpl" In color and permanently marked with the worc:lo "l'lornlng-Recycl"d (Reclalm.,d) Y'lal.,r-Do Not Drink" for r"cycled Irrigation oyst.,m. 2.0/; IRRIGATION CONTROLLER A. Controller shall be of the manufacturer, size and type lnc:llcated on the drawings. B. The controllcor "nclooure shall b" oP lh<0 manufacturer, size c,nc;I typco Inc:llcate,d on the drc,wlngo. Th" e,nclooure shall also "nclos<0 the, conlroll"r ele,ctrlcal m"le,r. C.. Th" controller shall be of th" manufactur"r, slz" and type requlr"d by th" City of C.arolbad 2.oq ELECTRIC.AL A. All .,1.,ctrlcal "qulpm.,nt shall b" NEMA Typ" B, wat.,rprooled fc:,r exterior Installations. B. All e,l<0Gtrlcal work shall conform lo local cod"" anc;I ordlnanc<00. 2.IQ LOY'l VOLTA<SE CONTROL Y'llRING A. Remo!" control wire shall be dlr.,Gt-bJrlal Av-lG-UF type, size ao lndlcale,d on the drawings, and ln no c.ase smaller than 14 gauge. B. C.onnecllono shall be either epoxy-sealed packet lyp<0 or Penn-Tit" connectors. C,, Grc:,und wires shall be while In color. C.c:>ntrc:>I wires shall oo r"d (wh.,re two or mor" controllers are used, the control wires shall be a c;lifferent color for each controller. These colors shall b" not6d on the "Recorc;I Drawings" plans localed on controller door). D. Provide a 24" long expansion loop for c,11 directional chcangeo In control wire routing. 2.11 IRRIGATION HEADS A. Sprlnkl"r h<0c,ds shc,11 be of the mc,nufacturer, size, type, with radius of throw, operating pr.,ooure,, c,nc:1 dlschc,rge rate lndlcc,ted on tho, dra,;lngs. B. Pop-up hec,do and riser h"c,ds shc,I I be us"d "" lndlcc,t"d on the drc,,;Jngo. C,, Irrigation hec,ds for recycled system shal I have purple recycled (reclaimed) ,;at"r warning cov.,r. Part Ill -EXECUTION 5.01 SITE CONDITIONS A. lnop.,Gllons, I. Prior to c,11 ,;ork of this 50,cllon, cc,relully lnop.,ct th" lnstall"d work of c,11 oth"r \rad"• and verily that al I oueh ,;ork lo Gompl.,le lo the point ,;h.,re this lnolc,I lallon mc,y prope,rly comme,nce. 2. Verify that Irrigation system may be Installed In strict accordance ,;1th all pe,rllne,nl code• and r"gulallono, the original design, tho, r.,fo,ro,nced standards, c,nd the manufac.turer 1s recommendc::::itlQns. 6. Dlscrepc,ncles, I. In tho, o,vo,nt of discrepancy, lmmedlalely nc:>llfy th" Landscape Architect or Oi,.iner 1s authorized representative. 2. Do not proceed with lnslallallon In areas of discrepancy until all discrepancies have been re,solveci. C.. Grac:l.,s, I. Elelore starting ,;ork, ,;c,relully ch.,ck c,11 grad"• to determine that work may safely proc"""' keeping ,;fthln th" speclll"d mat.,rlal ""Pih• ,;Ith reop.,ct to finish grad.,, 2. Final grad"• shall oo acc.,pl"d by the Engineer before work on this ""ctlon will be allo,;.,d lo be,gln. D. Fle>ld M"asur.,ments, I. Mak-, all n"ce,ooary me,aoure,mento In the field lo ensure preclo" flt of Jle,ms In accordance, ,;Ith the original ,;1.,,;1gn. C.ontri:aclor ,;hall coordlnat" the, rnotallallon of all lrrlgi:atlon mat.,rlalo ,;Ith all olhe,r ,;ork. 2. All scal"d dimensions are approximate. The Contractor shall check i:anc:I verify all size dlmenolons prior to proG.,.,dlng ,<l\h ,;ork und"r this ""ctlon. B. Exercise extro,me, care In e,xcavatlng and ,;orklng near o,xlstlng utllltleo. Contractor shall be re,oponolbl" for damag"• lo utilities ,;hlch ar" cauoed by hlo ope,rallono n"gle,cl. E. Diagrammatic lnto,nt, The c:lri:a,;Jngs are, essentially dlagrammc,IIG. The size, and location of "qulpmo,nt and flxtur"• ar<> dra,;n•lo occ,I<> ,;h.,re, pooolbl.,, Provld<> orro.,to In piping change>• In "qvrpment loci:atlons as n"cc>soi:ary to conform with otructur"• and to avoid obstructions or conflicts .-.1th other ,;ork at no adc:lillonal "xpeno" to O,;ne,r. F. Layout, I. Prior to Installation, the Contractor shall si;c,k-, out all pressure, svppl~ lln"o, routing and locc,llon oF sprinkler heads, valve,s, backflo,; pre,venter, and automatic controller. 2. Layout Irrigation oyot"m and make, minor adjustm.,nto r"qulr"c:I c:luo, to dlrfo,r.,nce,s between sit" and dra,;lngs. Y'lh"r" piping Is sho,;n on drawings und"r paved areas, but rvnnlng parallel and adjacent to planted are,as, Install the piping In the plant"d ar.,as. e. l'loter Supply Gonn.,cllono to, or the lnstalli:atlc:>n ol, the ,;al"r suppl~ ,;hall b" at the locations oho,;n on the dra,<lngs. Minor chango,o cauo"d by actual site, Gondltlono shall be made, al no additional expense to owner. H. El.,Glrlcal Se>rvlce, I. C.Onnecllono to th" "leGtrJGal supply ohi:all be, i:at the loc;atlono oho,<n on th" drawings. Minor changes caused by sit" conditions shall be mado, al no ac:ldltional "XP"""" to O,;ne,r. 2. Contractor shall mi:,!<;-, 120 volt connection to th" Irrigation controllers. El.,c.trlcal po,;e,r sourc" lo conlrolle,r locations shall be provided by others. B.02 TRENCHING A. Excavations shall bo, straight ,;Ith vertical side,;, eve,n grad", and support pipe c;ontlnuouoly on bottom of trench. Tr.,nchlng "XGClVallon shall folio,; la~out lndlcc,l.,d on drc,,;lngs to the, c:l"plhs below finished grade and as not..d. Y'lh"r" llne,o occur under pav"d ar.,a, the•" dlm.,nslons shall be conold"r"d below subgrade,. B. Provide minimum cover of I/; Inch"• on pr.,oour" supply lln"s 2 1/2 Inc.hes and omc,lle,r. Provide minimum cov"r of 24 Inch"• on pr.,sour" supply lln"• 5 Inches and larg.,r. C.. Provide, minimum cav"r oP 1e, lnche,o For Gontrol ,;Ir"•· D. Provide minimum cover of 12 Inches for non-pr.,,;sure llncos. F. Pipes lnsl;c,lled In a common trench shall have ab lnGh minimum space betwee,n pipes. G. Provld<> sand backfill a minimum of b Inch"• over c,nd und"r all malnlln<> piping. B.OB ElAC.KFILLING A. Backfill mat.,rlal on all lin"• shall be the same ao ac:IJacoml soil fre,e, oF ""brio, IJ\c,,r, and rocks ov"r 1/2 Inch In c:llam.,ter. B. Backfill shall b" tamp"d In 4-lnGh lay.,ro under th" pip" and uniformly on both olc:I"• for the lull ,;Jdlh of th" \r.,nch and the, lull length of th" plpo,. Backfill mc,t.,rlals shall be oulllcr,mtly damp to permit thorough compaction, Ir"" of voids. Backfill shall be compacl"d lo dry de,norty "qual to adJace,nt undisturbed soil and shall conrorm to adjc,u,nt grcad"•· C.. flooding In ll"u ol tamping lo not allow.,d. D. Unde,r no Glrcumolc,nc"s shall truck ,;he.,lo b" us"d to compact backfill. E. Provld" sand backfill a minimum ol b Inch"• ove,r and und"r all piping und"r pav"d areas-. B.04 PIPING A. Piping under existing pavemo,nt may be Installed by Jacking, boring, or hydraulic driving. No hydraulic driving lo P"rmltt .. d und"r c,sphalt pcav<>m.,nt. B. Cutting or breaking of existing pavement Is not permitted. C.. Carefully Inspect all pipe i:anc:I fittings before lnoti:allallon, removing dirt, oci:al.,, burrs r"amlng. Install pip" ,;Ith all markings up for vloual lnop.,cllon and vo,rlllcallon. D. Remov" all d"nle,d and damaged pipe sections. E. All lines shi:all have " minimum clearanc" of b Inches from each other and 12 Inches from lines of other \rad"•· f. Paralle,I lin"s shall not oo lnotall"d dlr.,clly ov"r "ach o\h.,r. G. In solv.,nt ,;e,ldlng, us" only th" spe,c;Jfled prim"r and solv.,nl ce,m.,nt and make all Joints In strict accordanG" ,;Ith the, manufacture,r'o r"comm.,nd"d me,lhoc:ls Including ,;fplng al I "xc"•• solv.,nt from each weld. Allow solvent ,;elds at l"ast 15 mlnut"• setup time b"fore moving or handling and 24 hours curing time before Ill ling. H. PVC. pipe, shall be lnslall"d In a mi:ann"r ,;hich will provide, for e,xpanslon contraction as recomm.,nded by th" pipe, mc,nuFacturer. I. e,.,n\6rlood all plastic pipe prior to pr.,oour" t"oting. J. All thread"d plaotlc-lo-plastlG connections shall be aooemble,d using Teflon tap" or Teflon past ... K. For plaotlc-to-m.,tal GonneGtlons, work th" metal connections first. Use, a non-hard.,nlng pip" dop" an al I thr.,ad"d plastlc-to-me,lal conn.,ctlono, "xc.,pt wh"r" not"d olho,r,;lo.,. All plc,o\lc;-to-metol conn.,c;tlons shi:all be mi:ade with plastic l"mal" ooapte,ro. L. All c;onnec.tlon• bel,;o,o,n PVC. lat.,ral lin"s shall b" made using Sch. 40 PVC. fittings ,;Ith Gompr.,oolon adc,pt.,ro. All connections bet,;e.,n drlpp.,rllne,s to be, made using compression 111\ings of manufactur"r of th" dripperllne. Us" no pipe dope, Teflon tape, primer or solvent cement on compres.elon ,1ttlngs. B.05 CONTROLLER A. Th" e,xact location of the controller shall be approved by the, Landscape Architect or O,;n.,r's authorized re,prese,ntotlv" oolore, Installation. Th" .,1.,ctrlcal •"rvlG" shall oo coordlnc,t"c:I ,;Ith this loci:allon. B. Th" Irrigation Contractor shall be, re,oponsibl" for the Final "leclrlcal hook up to Irrigation Gontroll.,r. C.. Th" Irrigation oyst"m shall bo, programme,d to op.,rate during th" P"rlods of minimal use ol the design area. D. Install controll"r enclosure, as recommended by the manufacturer. B.Ob CONTROL Y'llRING A. Lo,; voltage, control ,;Iring shall occupy the same tre,nch and shall be lnotall"d along the sam" rout" ao the pr.,ssure, supply lln"• ,;h.,neve,r possible,. B. Y'lh"r" mor<> thcan ono wlro lo place,d In ca tr.,nch, the, ,;iring shall b" tap"d toge,th"r In a bJndle i:at Intervals ol 10 feel. 6Undle shall b" secured to the mainline ,;Ith tape, at lnl,orvc,lo ol 20 f.,.,1. C.. All Gonne,ctlons shall be of an c,pprov"d typ" and shall occ.ur In a valv" box. Provld" an I/; Inch oe,rvlG" loop at e,ach conn.,ctlon. D. An o,xpanolon loop of 12 Inches shall be provided at eac.h ,;Ire connection i:and/or dire,cllonal chang", and on" ol 24 Inch"• shall be provld"d at "aGh r"mot" control valve,. E. A continuous run of ,;ire, shall be used between a controlle,r and ""ch r"mot" control valv.,. Und,or no c.lrcumotanG"• shall opllG"• b" us"d ,;fthout prior approval. t1 § .... "OSCA <;I I lea LANDSCAPE ARCH! fECTL/ RE A. Automatic c.ontrol valv.,o, ball valve,o, gat" valves, and quick coupl"r valv"• shall be lnotall"d In th" approximate, locations lndlcate,d on th" dra,;lngo. B. Vc,lve shall be rnotalle,d In shrub ar.,ao ,;hene,ver posslbl.,. C,. Install all valves ao indicated In th" d"tall drawings. D. · Valv"• to b" lnolalle,d In valv" boxes shall be lnolalle,d on" valv" P"r box. E. Remote canlrol valves and quick coupler valves shall be Isolated from the malnlln" by a ball valve, sized P"r tfle lc,rg.,st R.C..V. In th" manlrold or I 1/2 lnc.h for Q.C..V.'o. B.0/; VALVE ElOXES A. Vc,lv" box"• shall I:,., lnstall"d In shrvb are,ao ,;h"n"v"r posslbl,o. B. Each valve, box shall b" lnotalle,d on a foundation of B/4 Inch grav"I backfill, B cubic f.,e,\ minimum. Valve box"• shall be Installed with their lops 1/2 Inch above the surface of surrounding finish grade In lc,,;n are,ao and 2 lnche,s abov" finish grad" In ground cov"r areae. 5.oq ElAC.KFLOY'l PREVENTERS A. Install backflo,; pr"v"nt"r unit as indlcat"d In the, detail dra,;lngs. B. Install back/low aooe,mblies i:at locations approved In the, field and al h"lght required by local GOd"•· C,. Install "Y" olralne,ro and pressure r"gulators on th" backllo,; asse,mbly. D. IF backrlo,< preve,nt"r lo Installed adjaGenl to a bJildlng, ,;all, or oth"r obolrucllon, Install unit oo that the lest Gocks or" laGlng out.-.ard away from th" obstruction. E. Install bac.kflo1'1 e,ne,losure as rec.ommendeid ~ the mcinvfac.turer. 5.10 SPRINKLER HEADS A. Sprinkler he,ado shall oo lnotall"d ao indlGat"d on th" dra,;lngo. B. Spacing oF heads shall not "xceed maximum lndlci:aled on the drawings. C,. Rls"r nlppl"• shall be of th" sam" slz" a• the riser op.,nlng In the, oprlnkler body. D. Pop-up sprlnklllr he,ado shall not b" lnolalle,d using side, outle,t op.,nlngo. B.11 "'11SC.ELLANEOUS EQUIPMENT A. Install all aosembli"s specified herein according to th" reope,ctlve detail drawings or spe>GJIIGallono, using best standard practlG!lS. B. 0.VIGk coupl"r valv"s shall bo oe,t approximately 12 lnche,o from walks, Gurbo, he,c,d"r boards, or paved areas wher" appllcabl.,. C.. Unle,ss d"slgr"d c,s an lnt.,gral part of th" Irrigation h"ad, anll-clraln valve,• ,;Ill oo Inola I led under every head. The anti-drain valve wll I oo the si:ame diamele,r as the riser c:ind bei lnte9ral to the riser Gl55eimbl~. D. Install rain s"noor ao lndlcate,d on the, drc,,;lngo and ao reGommended by the, mcmvPacturer. 5.12 FLUSHING THE SYSTEM A. Prior to lnotallatlon ol oprlnkl"r nozzl.,o, tho valves ohall b" op.,ne,d and a lull head of ,;at!lr used lo flush out the, lines and risers. B. Sprlnkl"r nozzl"s shall oo lnolall"d all"r flushing the, syot"m ha• bo"n compl"t""· B.15 ADJJSTING THE SYSTEM A Contractor shall adjust valves, align h"ado, and Gheck coverage of each system prior to cov.,rage 1.,0,. B. If It lo de,\e,rmln"d by th" Landocap" Archlt.,Gt or O,;n.,r's authorized r"pr"•"ntatlve, that additional adjustm.,nls or nozzle chang"• will oo requlr!ld to provide, proper coverage,, all nec,osoary changes or adjustme,nto shall be, made, prior to any planting. c.. The "nllre oyot"m shall be op.,ratrng prop.,rly befor" any planting ope,ratlono comm.,nG.,. D. Automatic control valv"• ar" to oo adjusted so that the, oprlnkl"r h"ads op.,ral" at the pressure recomm.,nd"d by th" manulactur.,r, 5.14 TESTING AND OBSERVATION A. Do not allow or Gaus" any of the ,;ork of this ""Gtlon lo be cov.,re,d up or encloo"d until ii has oo"n obo!lrv.,d, teoc,,d anc:I accepl<>d by th" Landscape, Archlle>Gt, Owne,r, and gove,rnlng age,ncl"•· El. Th" C.onlrc,clor shall oo solely r"sponslble for nolif~lng the Landscape Architect, 0,;ner, c,nd gov.,rnlng age,ncles, a minimum of 41> hours In advance, where and ,;he,n th" work lo ready Por t!lollng. C,. Y'lhen the sprinkler system Is comple,\e,c:1, lhll Contractor shall perform a cove,rage, \e,ol of "aGh oyot"m In Ito e,ntlre,ty to de>termln" II th" ,;at"r coverag" for the, planted ar.,ao lo complete, and ade,quate, In th" pres.,nG" of th" Landscap" Archll.,Gt. D. Th" C.ontraGtor shall lurnloh all mat.,rlal• and pe,rform all work re,qulrod to corr.,cl any Inadequacies of cov.,rage due lo deviations from the plans, or ,;hero the system has be"n ,;illlully lnstall"d as lnc:llcated on lh,o dra,;lngs ,;h,on II Is obviously lnc,d.,quc,\.,, ,;llhout bringing this to the atte,ntion of the, Landscape Archlt.,ct. Thro test shall be acc.,pte,d by th" Landscape, Archll.,Gt and accomplioh"d be,fore, starting any planting. I. 2. B. 4. 5. 1. 10. 11. 12. 15. 14. 15. E. Final Inspection will not commence without record drawings as prepar"d by the, Irrigation C.onlrc,ctor. 5.15 MAINTENANCE During th" malnt.,nance period the C.onlraclor shall adjust and maintain th" Irrigation syslom In a fully operi:atlonal condition providing complete, Irrigation cove,rage to afl lnl""""" plantings. B.lb COMPLETION CLEANING C.le,an-up shall oo mad" ao "aGh portion of th" ,;ork progre,oses. R"lu•" and "xc""" dirt shall be remove,d from th" site, all ,;alks and paving shall b" broom.,d, and any damag" oustaln"d on th" ><ork of olh.,rs shall be r"palr<>d lo original condition•. END OF SEC,TION GILLESPIE IRRIGATION NOTES ALL LOCAL MUNICIPAL AND STATE LA.HS, RULES AND REGULATIONS 50YERNIN5 OR RELATIN5 TO ANY PORTION OF THIS HORI< ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFIC,ATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTIN5 UTILITIES, STRUCTURES AND SERVIC,ES ElEFORE COMMENCIN5 HORI<. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOHN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETV'IEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OV'INER'S REPRESENTATIVE. THE CONTRACTOR SHALL OBTAIN THE PERTINENT EN51NEERIN5 OR ARCHITECTURAL PLANS BEFORE BEGINNIN5 HORK. THE CONTRACTOR SHALL OElTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE HORK INDICATED HEREIN BEFORE 6E51NNIN5 HORI<. THIS MAINLINE AND SLEEYIN5 IS DIA5RAMMATIC. ALL PIPIN5, VALVES, ETC. IS FOR DESl5N CLARIFICATION ONLY AND SHALL ElE INSTALLED IN PLANTING AREAS SHOHN HITHIN PAVED AREAS HHERE POSSIElLE. AVOID ANY CONFLICTS ElETV'IEEN THE SPRINKLER SYSTEM, PLANTIN5 AND ARC,HITECTURAL FEATURES. IRRl5ATION EQUIPMENT AS SHOHH ARE DIA5RAMMATIC. INSTALL ALL THE IRRl5ATION REMOTE CONTROL VALVES, QUICI< COUPLERS, MASTER VALVES, FLOH SENSORS, BACKFLOHS, AIRNAC.UUM DEYIC,ES, AND GATE VALVES, IN SHRUB PLANTIN5 AREAS OR AS APPROVED ElY OHNER'S REPRESENTATIVE AND THE LANDSCAPE IRRIGATION DESl5NER. DO NOT HILLFULLY INSTALL ANY EQUIPMENT AS SHOHN ON THE PLANS HHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOHN CONDITIONS EXIST THAT V'IERE NOT EVIDENT AT THE TIME THESE PLANS V'IERE PREPARED. ANY SUCH CONDITIONS SHALL ElE BROU5HT TO THE ATTENTION OF THE OHNER'S REPRESENTATIVE PRIOR TO ANY HORI< OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD C.HAN5ES DEEMED NEC,ESSARY ElY THE OHNER. INSTALL ALL EQUIPMENT AS SHOHN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIElLE TO COMPLY HITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. ACTUAL LOCATION FOR THE INSTALLATION OF THE ElACKFLOH PREVENTER AND THE AUTOMATIC CONTROLLER IS TO ElE DETERMINED IN THE FIELD ElY THE OHNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR IS TO PROVIDE THO ADDITIONAL PILOT HIRES AND ONE COMMON HIRE TO THE END OF THE MAINLINE RUN IN THO DIRECTIONS FROM THE CONTROLLER. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THICE THE DIAMETER OF THE PIPE CARRIED. ALL HIRE UNDER PAVED AREAS TO BE INSTALLED IN A SC,H. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL HIRE THROU5H. ALL SLEEVES TO 6E INSTALLED HITH A MINIMUM DEPTH AS SHOHN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE ED5E OF THE PAVIN5. ALL QUICK COUPLER VALVES TO ElE INSTALLED IN SHRUEl OR <;;;ROUND COVER AREAS HHERE POSSIElLE. ALL QUIC.I< COUPLER VALVES TO BE INSTALLED AS SHOHN ON THE INSTALLATION DETAILS. INSTALL ALL QUIC,K C,OUPLER VALVES HITHIN It;" OF HARDSCAPE. ALL HEADS ARE TO ElE INSTALLED HITH THE NOZZLE, SCREEN AND ARCS SHOHN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREV!=NT OVERSPRAY ONTO 61JILDIN5S, HALLS, FENCES AND HARDSCAPE. THIS INCLUDES, EJUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SC.REH, Ri:PLAC.EMENT OF PRESSURE C,OMPENSATING SCREENS, REPLAe,E:Mi:NT Of NOZZL!=S HITH MORE APPROPRIATE RADIUS UNITS AND THE: REPLACEMENT OF NOZZLES HITH ADJUSTAElLE ARC, UNITS. WI-IEN VERTt:AL OEl&TRUCTION& (FROF&, &TREET Lk::,1-!T&, TREE&, ETC.) INTERFERE WITH Tl-IE &FRAY PATTERN OF THE SPRINKLER HEAD& PREVENTING FROFER COVERA6E, THE IRRIGATk:JN CONTRACTOR. &HAU. FIELD ADJU&T THE &FRINKLER &Y&TEM 6Y IN&TALLING A QJARTER CIRCLE OR HALF CIRCLE &FRINKLER 1-IEAD ON EACH &IDE OF THE OSSTRLICTION SO A& TO PROVIDE FR.OFER CONERAGE. ALL AD..lJelMENT& &HAU. 6E HADE AT NO ADDITIONAL COST TO THE OWNER. (TYFICAW Tl-IE IRRIGATION CONTRACTOR SHALL ADJUST Tl-IE FRE&SURE REGULATOR ON EACH ELECTRIC CONTROL VALVE &O THAT THE &FRINKLER HEAD FARTHE&T AND HIGI-IE&T IN aEVATION FROM IT& RE&FECTIVE CONTROL VALV!: OPERATE& WrtHIN THE OPERATING FREOOLIRE &HOJJN ON THE IRRIGATION LEGEND. NOT TO EXCEED FIVE(&) PSI AEOVE THE GIV!:N OPERATING PRES&URE FROM THE SPECIFIED FRE&&URE LOCATED ON THE IRRIGATION LEGEND, Tl-IE &PRINKLER &Y&TEM DE&IGN 16 6A&ED ON THE MINIMUM OPERATING FRE&SURE AND Tl-IE MAXIMUM FLOW DEMAND &HOUJN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. Tl-IE IRRIGATION CONTRACTOR SHAU. VERIFY WATER PRESSURE PRIOR. TO CON&TRUCTION, REPORT ANY DIFFERENCE BETWEEN Tl-IE WATER FRE6&URE INDICATED ON THE DRAUJING& AND THE ACTUAL PRESSURE READING AT Tl-IE IRRIGATION POINT OF CONNECTION TO Tl-IE OWNER'S AUTHORIZED REFRESENTATIYE. IN THE EYENT FRE66URE DIFFERENCES ARE NOT REFOR.TED PRIOR TO &TART OF CON&TRUCTION, THE IRRIGATION CONTRACTOR. &HALL ASSUME RJLL RE&FON&l61LITr FOR ANY REVl&ION&, AND CO&T& ASSOCIATED WrtH &AD REVISION&, ~ CITY OF CARLSBAD ~ ________ .----,/-..4-----,,----.,,.--------------------------------------1~ c..=4==--'===:::::PL=:A:=N:::::N:::::IN=:G:::::D:::::E:::::PA::::R:::TM::E=:N:::::T====-.':::~::=:::::0~ DRAWN JP "AS-BUILT" 7RRIGATION SPECIFICATIONS fOR, APPROVED MM RANCHO SANTA FE ROAO -PHASE 2 REVISED /l-rJi~~T'f STA. 251+50 TO STA. 26'1+"'0.,L!/2 2ND SUB 04-11-05 illljl f:i'.., llTL£,_/..._1_c._f._'N_i;_Ef)_J..,A_/J_PSi_r/1_1'_E_A_1U_l\_rr_e_,-r _____ f----.J-----+----------------.J------l---1----1---1 a=====================! RECEIVED BY: APPROVEDO\';ic • LLOYD B. HUBBS ,A efc~<? ~r«'tf tY~bS: CITY ENGINEERCE238EXP 12 31 05 ATE JOB NO. 04-142 DATE 04-11-05 SC,\LE AS SHOWN IN CTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE: INITIAL DATE: INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: RVWD BY: PROJECT NO. GT CfCf-04 DRAWING NO. 41Cf-6B II ) 011Z09 . ' 0 :E __, (i) .i:::,. o··.s:::.,. --~ -0 I 0,. ex, ~ ~, i t ~ ~ r \\. / - KEY MAP / TREES TO BE PLANTED A APPROVED FOR PLANTING MIN. OF 6 ' FROM EDGE AND IRRIGATION ONLY, OF HARDSCAPE INCLUDING PRECISE LOCATION OF PLANTING AREAS. •• I --·---· ·-···-- DRAWN APPROVED REVISED 2ND SUB \ , I hi \ 1'1 JOB NO. \ I ' I l I I\ I DATE SCALE JP .... 04-11-05 04--14-2 o""-11-05 AS SHOWN , -·-------·------···- I \ , I 00 ~ " .-, --·, I ... -----· _,..---· 10 0 :20 ----.-" __ _ ___ .,. / ! I ~ CITY OF CARLSBAD I SHEETS I ~ PLANNING DEPARTMENT 20 r-----r:,t-----::--:-'.:"""'::"."".".'."":,::"""-------"T""--,----,----------------,------,--"T""--r--, "AS-BUil T" l"L.ANTIN6 l"L.AN FO!ll, rz--oz.-o DATE TITLE: RECEIVED BY: DATE INITIAL DA TE INITIAL ~t.CTOR ENGINEER Of WORK REVISI ON DESCR IPTIO N OTHER APPROVAL DA TE INl11Al CITY APPROVAL RANCHO SANTA F'E ROAO -PHASE 2 STA. ~+50 TO STA. 2fA+20.65 APPROVED dY LLOYD B. HUBBS L.,/4,,::.,.J.<:..« ... c.a~::;· tt:?._~~J.-e,,;:.~~·c:i:c~•~· ,{L~--A~f" CITY 'ENGIN~RCID~EXP 12 31 05 DATE OWN BY: CHKD BY: RVWD BY: I DRAWING NO . 4 19-6B ~-------~ PROJECT NO. CT 99-04 -01 0 -11,,) . 0 l ) 0 :e 0 - I KEY MAP TREES TO BE PLANTED A APPROVED FOR PLANTING MIN. OF 6 ' FROM EDGE AND IRRIGATION ONLY, OF HARDSCAPE INCLUDING PRECISE LOCATION OF PLANTING AREAS . DRAWN JP APPROVED MM REVISED 2ND SUB 04-11-05 .10B NO. 04-14"2 DATE 04-11-05 SCALE AS SHOWN \ \ \ ' n \ ~ . -::----·----.. -------· .. \\ ----------" .---· .. ---- \ \ . .I I" =-.:20' ' I 1' J I I 60 <\ \i. ' \\\ \ CITY OF CARLSBAD PLANN ING DEPARTMENT ~ r---rl!-----,,,.-,-A.,,.S....,,B..,.U-,-IL°"'T.-,.--------,---,----,---------------.---r--r----r----t l"LANTIN6 l"LAN FOR, DATE RANCHO SANTA FE ROAD -PHASE 2 STA 251+50 TO STA. 26tf+20.6!J llTLE:___cL.c..1_£G_)IS-=e.ccD_L_/V'-'-'0$.l'-'-'--'A;'-9E_1''---~-'-"t..cf<"r--'-------l----+--+-----------------+--+----,1----+-----l a======================a RECEIVED BY: APPROVED t1r LLOYD B. HUBBS 4« C'S?~~ J,AV'~ !'l,,.utlJ./o CITY E:NGINrrif'Rci:2388fuP12 31 05 DiTE °' 1---+--~1-----------------+---+--~l--~----l :=D=w=N=B=Y=: ====:'::~-=-=-=-=P-=R-=O-=J-E:::_C::'._T=-=N..:!:.0-=.-=-=-=~. ;:::_D=-R=A-=w-=1-N=-G=-=-N=o..:::::_ DATE INlllAL DAllE INlllAL DAllE INITIAL CHKD BY: C,T cin-04 4 1G!-6B ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ' -0- 0 - -.0 I 0,. OJ ---- ;~"""~"'"'~""~"'"""''°"""'"""::·;·:::::::::~ -------·------·----··------.... ·-·- ·--·-jl - ---,---. • 111111:: ~-~~ f ---4L __ ; _/ I;:' ---·C> .1 1;~- --~---~-~ "'"•-·-·•--.. --- ---------. -···-------------- ··--------. ---··=·-----__ ,, _____ _ ------>'-···-----.. ·-+---·--·-·-·--·· ~ I !:i 2 5l1-iJo -----------------~ .. --------·-----------7--------·-----() ------- : i -, t/ Ill . J! 1/ ~ 1 I - 'I' Iii • • KEY MAP J TREES TO BE PLANTED A APPROVED FOR PLANTING MIN. OF 6 ' FROM EDGE AND IRRIGATION ONLY, OF HARD5C-APE INC,LUDING PREC,ISE LOC,ATION OF PLANTING AREAS. ' I ------~---:-::,--::--""..,._., --- , ht \!'I \ I t I I I~ I • DRAWN JP APPROVED MM REVISED 2ND SUB 0 4-11-06 JOB NO. 0-4--14-2 DATE 04-11-06 SCALE AS SHOWN u Jl , __ _ ________., ...... ---\ I •• ' , I ' /\ ::~:~:::.'::: "',,/ • 60 I" = :20' "AS-BUI LT" DA1E TITLE: LICENSED t-MDSU>Pe AIUII tTR:"f" RECE IVED BY: DA1E INITIAL DA1E INITIAL DA1E INITI AL ECTOR ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I ' I • ' ' I ' -- \ ' -/\ j CITY OF CARLSBAD PLANNING DEPARTMENT P"LANTIN6 P"LANS f"Oflil,, RANC,HO SANTA FE ROAO -PHASE :2 STA. ~+50 TO STA. :26tJf+:20.6~ DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: GT GJGJ-04 4 1GJ-bB ...... 0 -I\) 0 ) C =E (i') -"° I 0,. OJ A CD ROOT SALL ® C.ROi-.N-1" AeoVE f lN15H 5RADE ® flNl5H 5RADE 0 flNl5H cSRADE AT 51.0PE ® ::Z X ROOT BALL DIA. AND ::Z X DEPTH © SAC.K f lU. MIX (SEE NOTES) G) fERTILIZER /PER SOILS REPORT) © SEE PAVIN5 DETAILS 0 TOP Of PAVIN5 (@) 2 " HlcSH WATERIN5 SA5IN (If REG'D) ® UNDIS~D NATIVE SOIL @ 4 " DIA. AU5ER HOLE @ 3/f," C.RIJSHED ROC,K e 6 " D IA. PERF'ORATED PIPE HITH 3/f," C.RUSHED 5RAYEL INSIDE, 2 PER TREE. SEE ll<Rl5ATION fOR eueeLER DETAIL 2 SHRUB/TREE PLANTING DETAIL NT5 n 1--1. ------<@ II II II ~---{4 - llf--f+<I--- - I -Ill fTT= 11 111 :: I 'r-n--,-,-,---'--n-~TF _____ 11 ---1 e CD V INE ATTAc.HED TO 5URF'AC.E HITH C.LEAR EPOXY V INE TIES ® NURSER'!" STAKES-TO BE REMOVED ® EXISTIN6 5URF'Ac.E 0 C.ROI-IN-1" AeoVE flNl5H cSRADE ® 4 " HlcSH WATERIN5 BASIN /I f REGUIRED) © PLANT TAEILET5 G) f lNl5H cSRADE © SAc.KflLL MIX (SEE SPEC.SJ 0 ::ZXROOTSALL DIA. @ UNDISTU<BED NATIVE SOIL ® ROOTSALI.. l::Z MIN. 6 ' SELOH flNl5HED fLOORaBLD5. B -7 0 0 -11 ~ i,........,.,.,.....,.j --11 1 I =111=1 1=111= 1=11 1=1 1 -11--111 -I ll -Ill -Ill -Il l [___.! :3' MIN. J TREE STAKING DETAIL PL.ANTIN6 L.E6END •• • l!50TANICAL. NAM!!! Tflt!!!!$: PINIF.> RDXELRISHI I C.AAEX il,HJLIC.OLA 10 =111=11 1=111=11 1 ITT C.l5T\/5 5ALYIFOLIU5 D ,l 0 J NOTE, VINES HINURSER'T" ESPALIER STAKE TO SE MOVED AND ATTAc.HED TO 9\JRfAc.E B'T" C.LEAR EPOXY VINE TIES. VINE PLANTING DETAIL (i) C-ONC-RETE SIDE l'!ALK OR HARDSC.APE IMPROVEMENT AS INDICATED ON PLAN 0 DEEPROOT L624-2 @ SUSGRADE NT5 .. , __ ·.. . ,-.-'t---13 0 PLANTS PER PLAN --...._ . "'"-. --...._. . -... --·.. . . . . . .. :· .. _.-.. · .. -· ', .... ' .. 4. I ® CONCRETE Ci.JRS OR HARDSC.APE IMPROVEMENT AS INDICATED ON PLAN SUBMIT SAMPLE OF -. ::i '. 5 ' DEEPROOT ,_..., J--:;;--;:;;:--;;~~-::::::;;--;~-:::=;;--;;::::;---::::::;;--'---:::;;;;cf---{ L624-2 TO le = = = = = =±:: = 2 CITY INSPECTOR fOR APPROVAL ---+---< 4 PRIOR TO INSTALLATION 1--....:==--==-:=::::::._:==--==-:=::::::._:==--===-==::::::____:::,~---\ 2 PLAN ROOT BARRIER NT5 TREES TO BE PLANTED A APPROVED FOR PLANTING MIN. OF b' FROM EDGE AND IRRIGATION ONLY, OF HARD5CAPE INC,LUDING PRECISE LOC,ATION OF PLANTING AREAS. CD ::Z " DIA. X 10 ' LOD5EPOLE PINE ST AKE /;;z REG'D) ® NOTU5ED ® V INYL TREE TIE (2 REGl/) 0 3 '-0" MIN. ® 5EE TREE PLANTIN5 DETAIL © 12 "MIN. G) TREE TRUNi< @ ROOTSALL 06"MIN. (@) PREVAILIN5 HIND AXIS ® TRUNK TO SE 3 ' BEHIND R.O.l"I. 1r--, ---STREET -UL~_~.-..,_-._µ;c_~-~~--~--HARD5c.APE 6 ' MIN. PLAN VIEH NT5 COMMON NAM!!! CHIR PINE BERKEL.EY5cD6E 24'BOX LINER POTS Ill' O.C. 1151\L. 4'0 .C. I \' 1 h! \ I 'I \ t I I : ! DRAWN APPROVED REVISED 2ND SUB JOB NO. DATE S CALE CD 2 " 4 ® PREPARED SOIL r,~~n~~~t'.,.-~".,._..,.~..---J-a-"HTf'_@). PLANT TAEILET 0 0 0 0 0 • =I I I= Q f lNISH 5RADE • • • • • 0 I I 0 EGUAL(X)-SEE PLANT .,..,..,_-,+,'·; I 1ml I 1-11 i I 1m l i 1-11 ( r-11 ( 1-11 1 11 11 1= ~L;:~: -I 11 11 . ' ' ::111 11 1 I © ~~=A~~~~NT C, 1 1=111= SE<;,TION A5 INDIC.ATED ON PLAN G) C.ONc.RETE ~ OR HARD5c.APE IMPROVEMENT A5 INDIC.ATED ON PLAN @ EGUAL 1/2/X) 6R.OUNDCOVER PLANTIN6 DETAIL NT5 I. PLANTING NOTES: 2 . 3. 4 . S. 6 . 1 . 8 . ALL TREES l'!ITHIN A SPECIES SHALL HAVE MATC.HINS fORM. ALL LANDSC.APED AREAS TO RECEIVE AUTOMATED IRRl15ATION. REFER TO PLANTINS 5PEC.IFICATION5 FOR SOIL PREPARATION, fERTILIZATION, MULCHIN15, AND OTHER ADDITIONAL PLANTINS INFORMATION. ALL PLANT MATERIAL SHALL SE APPROVED El'!" THE LANDSC.APE ARCHITEC.T PRIOR TO INSTALLATION. PINAL LOC.ATION Of ALL PLANT MATERIALS SHALL SE 5U6JECT TO THE APPROVAL OF THE LAND5GAPE ARCHITECT. C.ONTR.Ac.TOR SHALL NOTIFY Ol"INER'S AUTHORIZED REPRESENTATIVE 41'!, HOURS PRIOR TO COMMENC-EMENT Of y,jQRK TO COORDINATE PROJECT INSPECTION 5GHEDULE5. SEE DETAILS AND SPEClflCATION5 fOR 5TAKIN5 METHOD, PLANT PIT DIMENSIONS AND EIACKflLL REGUIREMENTS. If C.ONFLICT5 ARISE BETWEEN SIZE Of AREAS AND PLANS, CONTRACTOR TO C.ONTACT LAND5GAPE ARCHITECT FOR RESOLUTION. fAILURE TO MAKE SUCH CONFLICTS KNOl'!N TO THE LANDsc.APE ARCHITECT l'!ILL RE51.JL T IN C-ONTRACTOR'5 L IAEIILIT'T" TO RELOC.ATE THE MATERIALS. "l. CONTR.Ac.TOR SHALL SUBMIT PHOTOS OF ALL TREES NOT ALREADY TAeeED S'\" LANDsc.APE ARCHITECT. PHOTOS SHOULD INC-LUDE A PERSON FOR SC.ALE PURPOSES. ALL SOX TREES SHALL SE OF GUALIT'T" AS DETERMINED S'\" THE Ol"INER/LANDsc.APE ARCHITECT. MATERIAL POUND UNSUITAEILE fOR THE DE5115N OR SPECIFICATION INTENT l'!ILL SE REJECTED. 10. IT 15 THE CONTRAC.TOR'5 RE5PON5l61L IT'T" TO FURNISH PLANT MATERIALS PREE OF PESTS OR PLANT DISEASES. PRE-SELECTED OR 'TAeeED' MATERIAL MUST SE INSPECTED El'!" THE CONTRAc.TOR AND C.ERT IFIED PEST AND DISEASE PREE. IT 15 THE C.ONTRACTOR'5 OEILl15ATION TO l'!ARRANT'T" ALL PLANT MATERIALS PER THE 5PEClflCATION5. 11. CONTRAc.TOR SHALL SE RE5PON51SLE FOR MAKINl5 HIMSELF fAMILIAR "ITH ALL UNDERl5ROJND UTIL IT IES, P IPELINES AND 5TRUC77.JRE5. CONTRAC.TOR SHALL TAKE SOLE RE5PON5161LIT'T" fOR AN'!' COST INC-URRED DUE TO DAMA15E Of SAID UTIL ITIES. 12 . CONTR.Ac.TOR SHALL NOT l'!ILLFULL'T" PROCEED "ITH CONSTRUCTION AS DE51c5NED WHEN IT 15 OEIVIOU5 THAT UNKNOl'!N OS5TRUC.TION5 AND/OR c5RADE DIFFERENC,E5 EXIST Th, .. T MA'!" NOT HAVE SEEN KNOl'!N DURINl5 DE51c5N. SUCH C.ONDITION5 SHALL SE IMMEDIATEL 'I' 6ROUl5HT TO THE ATTENTION OF THE LANDsc.APE ARCHITECT. THE C.ONTRACTOR SHALL ASSUME RJLL RE5PON51SILIT'T" fOR ALL NECE55AR'T" REVISIONS DUE TO fAILURE TO c51VE SUCH NOTIF ICATION. 13 . CONTR.Ac.TOR SHALL SE RE5PON516LE FOR AN'!" C.OORDINATION l'!ITH SUSC.ONTRACTOR5 AS REGU IRED TO ACC.OMPLl5H PLANTINc5 OPERATIONS. 14. CONTR.Ac.TOR TO RECEIVE SITE c5RADED TO +0.10 . C-ONTR.Ac.TOR SHALL OBTAIN LETTER Of cSRADE CERTlflCATION fROM Ol'!NER PRIOR TO PROJECT EXECUTION. IS. PLANT MATERIAL GUANTITIES ARE 15IVEN fOR CONVENIENC-E ONLY. PLANT 5'1"MSOL5 AND 5PEClf lED 5PACIN5 SHALL TAKE PREC.EDENC-E. CONTRAc.TOR SHALL VERlf'T" PLANT MATERIAL GUANTITIE5 PER PLAN. 16. C.ONTRAc.TOR TO A55URE POSITIVE DRAINA5E IN ALL PLANTINc5 AREAS -2% MINIMUM ALLOl'!ED. 11. APTER ROUl5H 5RADE5 HAVE SEEN E5TAEILl5HED IN PLANTINc5 AREAS, CONTR.Ac.TOR SHALL HAVE SOIL SAMPLES TAKEN AT THREE DIFFERENT LOC.ATION5 THROI.Jc5HOUT THE S ITE. THESE SAMPLES SHALL SE TESTED 6'1" SOIL AND PLANT LAEi tl14)5Se>-e>333 fOR SOIL fERTILIT'T", Ac5RICULTURAL SUITAEIILIT'T" TEST AND SOIL PREPARATION RECOMMENDATIONS. Tl'!O SAMPLES SHALL SE TAKEN AT EACH LOCATION, (I) cSROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY I QUART OF SOIL AND SE LAEIELED PER LOCATION AND DEPTH. CONTRACTOR SHALL INSTALL SOIL PREPARATION AND SAC.KflLL MIX TO C.ONfORM TO THESE RECOMMENDATIONS ONLY UPON APPROVAL Of CIT'!" INSPECTOR AND RECEIPT OF l'!RITTEN CHANl5E ORDER fROM Ol'!NER. 51.JSMIT SOIL REPORT TO CIT'!" INSPECTOR AND Ol'!NER/L.A. PRIOR TO SOIL AMENDINc5 18. c5ROUND COVERS AND SHRUBS SHALL SE TRIANl5ULARL '1" SPACED, UNLESS OTHERl'!ISE INDICATED. l"l. ALL SOIL fOR LANDsc.APE PLANTINl5 AREAS OR 6ERM5 SHALL SE OBTAINED FROM ON- SITE EXCAVATIONS. 5HOULD IMPORT SOIL SE NECE55AR'T', INDICATE 50\JRC,E LOCATION. SOIL SHALL SE SAND'!" LOAM CONTAININ15 NO TOXIC CHEMICALS OR ELEMENTS l'!HICH MA'!" INHIBIT OR RETARD NORMAL PLANT cSROY"ITH. SOIL TE5TINl5 RESULTS SHALL SE 51.J6MITTED AND APPROVED PRIOR TO SOIL IMPORT. 20. ALL LANDSC.APED AREAS /EXCLUDINl5 TURf AND SLOPES 3 ,1 AND c5REATER,) SHALL SE MULCHED l'!ITH A 3 " DEEP LAYER Of 'MEDIUM c5RIND MULC.H' AT THE CONC-LU5l0N Of PLANTINl5 OPERATIONS. 5UEIMIT SAMPLE TO C.IT'T" INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVER'\" TO JOEi S ITE. 21. AT EDc5E5 OF PLANTINc5 AREAS, THE CENTER LINE Of THE LAST ROI'! Of SHRIJ65 AND/OR c5ROUND COVER SHALL SE LOCATED NO FARTHER fROM OR CLOSER TO THE EDc5E THAN ONE-HALf THE SPECIFIED ON-C.ENTER 5PACINc5. 22. REMOVE ALL NURSER'!" STAKES AND ESPALIER RACKS IMMEDIATELY APTER INSTALLATION, UPON PROVIDINc5 SUPPORT PER DETAIL. JP ,---7'tri------;;.,-:-A:::-S--;:-8;"7U;:-IL-:;,T,;;-, -------,---,--,----------------r---.--.---,--, PLANTIN15 LEc5END, DETAILS AND NOTES fOR, ~ CITY OF CARLSBAD I SHEETS I ~ PLANN I NG DEPARTMENT 2 0 MM 0-4--11 -05 04-1 4 2 04-11 -05 AS SHOWN /Z·OZ·Of> DATE RANCHO SANTA FE ROAO -PHASE 2 STA. 2$1+50 TO STA. 2fA+20.6S L/c..s,,JSED J..At,IDSC,,.PE. /'II.C~ll'E'C,--llTLE: ___________________ f----+--+------------------+---+----1f----+----l :===================~ RECEIVED BY: DA TE INlllAL DA TE INITIAL ilEPECTDR DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INlllAL CITY APPROVAL APPROVED -di": LLOYD B. HUBBS .c_&,,...,,.~2""'<""',#""'~~;;?.""'·~~=~e:r;.e:;,,,'.-.,.,.,.·L~~-J$,h tflo s' · CI TY ENGiNEEil'RCE23889"'tXP 12 31 05 ~TE7 DWN BY: CHKD BY: RVWD BY: PROJECT NO. GT G!Gf-04 DRAWING NO. 41Gf-6B ) 0 ' ~ ti c• (i) -QC) 0 .a::.. -~ -0 "'° I 0- ~ FL.ANTIN6 AND MAINTl::NANC!: 1.0 5COFE: 1.01 FerPorm oil plontlng onc::I molntenonc:e i'lork. oe lnc::llc:otec::I onc::I epec:IPlec::I, c:omplete. 1.02 ihe C,onc::lltlc,ns oP the Contrac:t and the 6eneral 5pec:lllc:otlone are a part ol thle 5ec:tlon. 1.06 CONTl'I.OL., ihe eelec:tlon ol herblc:lc::lee, applleatlon ratee, and methods are to be .Perlormec::I under the c:ontrol and gulc::lanc:e oP o State ol Calllornla llc:.,nsec::I peet c:ontrol ac::lvleor and appllc:ator. 1.04 L.A60RATOR'r' ANAL.'r"5IS, Provide laborator~ soils anal~sls c:onlormlng to the Pollol'llng, A. Tsotlng to be psrlormec::I b~ the 5oll and Plant L.aborator~, 412 5o. L.yon, Santo Ana, cA "12111, /114! sse-e,99s. 6. 51/bmlt the lollol'llng eolle eamplee to the laboratory ot ths c:ommsnc:Bment ol i'lork., I. Native &oil, Ten repree,entotlve &ompls& ol notlve eoll to be lanc::lec:apsc::I at loc:atloneehol'ln on plan,; l'lith thi,; ,;ymbol. Fsrlorm ti'lo (2) Soils Tests at """h loeatlon. (One (I) at ground level to 10" deep, and ans (I) ot 24" -Sb" depth.) 2. Import eoll, One (I) representative eompls lar """h 100 c:u);,lc: ~c:irc::ls and/or $QIJrGO, C. Fl""" eac:h ec:impls In a sturdy c:c,ntolner, properl~ lc::lentlllec::I, lobelec::1, onc::I dated. D. Frc,vlc::le repart ol results to the Oi'lner, L.c:inc::lec:ops Arc:hltsc:t, City lnepec:tor and <S,snsral Contrac:tor. E:. All tsetlng ssrvlc:ee •hall b" paid lor b~ the L.anc::lec:aps Contrac:tor. 2.0 61::N!:RAL. C,ONDITION5 2.01 All &Galsc::I c::llmsnelone ore approximate. Chec:k. and verily oil elts c::llmenelon& and rs.,elvs Oi'lnsr'e rsprsesntatlve'e approval prior to proc:esc::llng l'lith i'lork. under thle Ssc:tlon. 2.02 Coordinate lnetallotlon oP oil plant matsrlale, to avoid lntsrPersnc:s l'lith other c:onstruc:tlon. 2.09 l<.sep the premises c:lean and Pree oP exc:ess equipment, materlale, and c::lsbrle lnc:lc::lsntal to i'lork.. 2.04 F'rotsc:t l'lc>rk. and l'lc>rk. oP othsre ot all time• In perlormanc:e ol l'lork.. 2.0$ Carelully nots all llnleh grac::lse bePors Gommenc:lng i'IOrk.. Reetore any Plnleh 9rac::lsc:han9sc::I during c:ourr;s oP thle l'lork. to orlglnol or lntsnc::lec::I grc,c::1.,e. 9.0 ON-SITE: 06SE:RVATION 9.01 The lollol'llng ert., vlelte ehall be mads by Oi'lner'e r"pr.,esntatrv.,. ihe Contrac:torehc:ill requ.,et r"vl""' In i'lrltlng In ac::lvanc:e ol th" time alts vrert le rsqulrsc::I. Advanc:s notlllc:atlon Por the bslol'I sits vlelte shall be requlrs_c::I oe Pollol'ls, A Pre-Job c:onlersnc:s, 1 c::loye, City lnepec:tor to attend aleo 6. Final grade revlel'I, 4e, houre C. Plant material revlel'I, 4e, houro D. Plant la~out revlsl'I, 4!!> houre E. Soll preparation c,nc::I planting opsratlone (one (I) tre" l'lith """h t~p• ol "P""lllc,c::I staking shall b• approved prior to planting treeo), 4e, hours f". Fre-malntenan""' 1 days 6. Final ""Geptc:m"e, 1 c::la~s 9.02 IP Contraetor reques-ts a site visit and the elte Is not Pound to be In an ac:c:eptable c:ondltlon to hold the revlel'I, the hourly Pees al the personnel c:alled lor the ~Its visit shall be P"ic::I by the Cc:>ntr""'"r and eh"II b" deduc:ted Prom hie "ontr""t pries. 9.09 No site vlelte eh"I I c:ommenc:e l'llthout c:,II ltsmo noted In previous obesrv"tlon r"porte either c:ompletsc::I or remsc::llsc::I unless sueh ""mpllanc:e has been l'lc:,lvec::I b~ the Ol'lner. Site vlslte th"t c:,ro ec:hoc::lulec::I, but the Controc:tor hc:,s loilsc::I to c:,c:c:ompllsh punc:hllst toek.e or prep"r" "c::l•quc:,tsly Por c::leslrsc::I lnspec:tlone, shall make the Contrc:,etor rssponslblo Por relmburelng the L.onc::lec:ops Arc:hltec:t at hie c:urrent hourly billing rote plus tronsportotlon c:oets. No further lnspsc:tlons shall besc:hec::lulsc::luntll this c:harge hos been pole::! onc::I rec:slvec::I by L.onc::lsc:c:,pe Arc:hltset. 4.0 MATERIAL.S 4.01 eE:NE:RAL., F'rovlc::ls mc:,terlale al beet quality obtc:,fnobls, l'lhlc:h c:omply etrrc:.iy l'llth c::lral'llnge and epec:lllc:atlons. 4.02 STATI::ME:NTS OP CONFIRMATION, Submit ot time al c::lolivsry involc:e stotsmsnte Gsrt1PyIn9 quantities by bulk. and/or l'lelght, lor oil orgc:,nJc: amenc::lmsnte and Psrtlllzere. 51/bmit euppllers' c:ertllfc:c:,tee oP c:ompllc:,nc:s l'lith thees epec:lllc:atlona. Random eompl"s moy be tc:,k.sn by Oi'lnsr'a rspreeentatlve lor anal~ele. 4,0ll OR6ANIC AME:NDME:NT, Derived lrom !'iood or bark., granulc,r In noture, etablllzsc::I l'llth nitrogen onc::I lortlllec::I l'llth mlnerole, and having the Pollc>l'llng properties, A Organic: Content, Minimum "10% by l'lelght. 6. Fc:,rtlc:le Size, Minimum '15% P"eelng 4 meeh ec:rsen Minimum eo% pc:,selng e, meeh eGreen. C. Nitrogen Content, 0.$% based on c::lr~ l'lelght lor rsc::IY<ooc::I eal'lc::luat. 0.1% baaed on c::lr~ l'lelght Por llr eoi'lc::luat. 1.0% baaed on c::lr~ Y<elght Por Plr or plno bark.. NOTI::, Fine eal'lc::luat le not ac:c:eptobls. D. Mlnsrallzec::I, 0.1% total Iron. E:. 5allnlty, Maximum c:onc::lvetlvlty S.5 mm/c:m at 25 c::legreea C. 4.04 i"E:RTIL.IZE:R AND MINE:RAL.S, A Ferrie oulPoto, Fe2 (504) 9 minimum 20% F's,"" metallic:. 6. 6ypsum, C.c:,lc:lum 51/llat<J, CA 504 H20, !20% CA IE>% "omblnec::I aullur. C. 5oll oullur, Minimum "IS% elemental aullur. D. Commerc:Jc:,I i"ertlllzsr, Ammonium evlPats 21-0-0 Ammonium nitrate 94-0-0Ammonlum phosphate lf>-20-0 b-20•20 6est Co., or equal, lor soil prepc:,rc:,tion 12-12-12 6eet C.o., or equol, lor eoll prsparc:,tfon I6-6-e 6eet Co., or equal, lor mc:,lntenanee E:. A9rllorm 20-10-$ (21 grom) planting tc:,blste. r=. ero,..-F'o..,sr Flue, 5,9,1, $0% hvmua, 2% soil penetrant PH 4.$ -4.1. NOTI::, ACTUAL. AME:NDMENT5 TO 6E DETl::RMINED 6'1" SOIL.S REPORT 06TAINED FER SECTION 1.04 A60VE. 4.0$ FL.ANT MATE:l'.IAL.S, aluontlty and size ol planta aa stotsc::I on the Flans and Plant L.lst. No root bound matoriale allol'loc::I. Flonte shall be lrseh onc::I vigorous, ol normc,I grol'lth, and lreo ol c::liasoase, "'""de, harmlul lnee"t", or their lneec:t e99a and larvae. A. F'lc:,nte ehall c:omply l'llth Colllornfc:, 5tots Department ol Agrlc:ulturs'e regulation Por nursery lnepeetlons, rulee, and ratings. Al I plc:,nts ahc:,I I have a normal hoblt ol grol'lth and ehal I bo sound, healthy, vigorous, and Ires oP lnseGt lnlsetatlons, plant c::llssc:,see, euneealc::ls, Pre,;h abraslone oP the bark., exGseelve abrasions, or other objeGtlonable c::llePJguremente. Tree trunks aha 11 be eturc::I~ and l'lsll harc::lsnec::I. All plants shall have normc:,lly l'IBll-c::lsvelopsc::I branc:h systems and vigorous and Plbrou,; root syeteme. Y'lhere c:ontalner-9rol'ln plan,; are lrom eevsrol eoureea, the roots oP not Pe..,er thon tl'lc, (2) plc:,nte al saGh spec:lee or variety Prc,m sac:h eourc:e ... 111 be lnapeGtec::I. In c:aes the sample plants ors ,aunc::I to be c::lelec:tlvs, the L.anc::lec:ape Arehlteet rs&ervee the right to rsjeGt the entire lot or lote oP plante repree,entec::I b~ c::lePeetlvs samplea. ihe L.anc::laGape Arc:hlteGt re th40 aol• judge a• to ac:eeptoblllt~. An~ planta renc::lsrec::I unaultable Por planting bec:au&e oP thle lnepec:tlon .... 111 be c:onelc::lsrsc::I c:,e eamplee c,nc::1 1'1111 be provlc::lsc::I at the Contrac:tor's expense. 6. ih• minimum ac:c:eptoble alze Par oll shrubs, measured b<Jlore pruning l'llth the bronc:hee In normc:,I position, shc,II "onPorm to the measuremente utilized by Hines Nursery. Flonte larger In size than epeGillec::I ma~ be veec::I l'lith the c:,pproval ol the L.c:,nc::ieGaps Arehlteet, but the use oP lar9sr plants 1'1111 c:auss no Ghc:,nge In c:ontrac:t prlc:e. All trBe sizes shall eonlorm to the minimum sizes lnc::llc:atsc::I per epe.,IPlec::I c:ontolner size ""' Gontalnsc::I In th" Valleyc:rset Tre!I' Company ""talo9. C. Flc:,nta 1'1111 be eubjec:t to revisl'I lor oc:c:ept"nc:s or rejsc:tlon ot plac:s ol grol'lth on/or on projec:t elte c:,t c:,n~ time bslore or during progrsee oP i'lorl<., lor alzs, variety, Gonc::litlon, lotsnt c::lelec:te, and Injuries. Remove rsjec:tec::I plc:,nta Prom alts lmmsc::llatsl~ c:,nc::1 replac:" l'lith oc:c:sptabls planto. D. At no time ohall trsee or plont m"tsrlals be pruned, trimmed or topped prior to deliver~; any alternation ol they ehape be c:c,nc::luc:tec::I only l'lith the approval oP c,nc::1 In the preeenc:e ol the L.anc::laGape. E:. Frotec:t all plonte lrom c::lama9In9 &Un and l'linc::I. Damage may be c:aues Par rejsc:tlon even aPt<>r Initial oc:c:eptanc:e. F. Substitutes c:,re nat permitted unleee epsc:IPleal I~ approved In i'lrltlng. 4.0f> SE:E:D MIXE:S, A. S5E:D, Ae spec:IPiec::I, c::lellverec::I to the Job &lte, unmixed In separote seolec::I c:ontalnere. E:ac:h Gontolnsr invet bsor the osoc::I evpplier'e labele lnc::lic:otlng the "ontalner "'"19ht, eeec::I type, eeec::1 purlt~, c:,nc::1 germination perc:entogee. All Gontc,lnsr• ohc:,II be lobelec::I oc:c:orc::llng to etate c,nc::1 lsc::lsral essc::I lal'lo. Somplso may be taken lor testing to sneure that the aesc::I "P"'"lllc:atlone have been met. 4.01 TURF' AND 6RASSl=S A. Hyc::lroullc: 5sec::llng I. Seed, i"resh, c:lec,n, nel'I c:rop seed, premlx•c::I by supplier. "Y'larren'a L.onc::lac:opere Mix i"eac:ue 6Ienc::1" -Mix adventure, muetarc::1, c,nc::I c:,rlc::I leec:use l'lhlc:h are 100% pure ond hc:,ve a 9ermlnatlon rc:,ts al "!$%. !2. Y'lood eslluloee liber, Flret quality c:ommerc:ic,I grc:,c::ls. 6. Soil stabilizer, E"ology Controls M-6inc::ler. Sprec,c::1 at c:, rate ol !!>O Iba. Fer one (I) ""re. 4. f"srtlllzer, 11-16-5 ursc:, lormc:,lc::lsh~c::ls llret quality c:ommerc:lal groc::le. 5. Deliver to the Ar.,hlts.,t, Dec:,lsr'e guc:,rantsoc::I statement oP c:ompoi,ltlan c:,nc::1 perc:ent ol purity ol seed mix b~ dealer. 4.oe, STAl<.IN6 AND eU'r'IN6 MATl::RIAL.S, A. TRE:E: STAl<.E:S, 2" diameter x 10' long, I (one) plsc:e eounc::I treated pine onc::I uniform size, pointed at one end. 5tak.e aa c::lstollsc::I. 6. TIE:S, Rubber, vrn~I 'Cinc:h-Tie' ao manulac:tursc::I b~ V.I.T. 4.0"1 ROOT 6ARRIER, 6I0-6ARRIE:R 15 6al. Trees #U624 -t""o (2) l'llth four (4) ponels rsqurrec::I 24" &x trees #U624 -ti'IO (2) Y<lth live ($) ponele rsqvlrec::I 96" 6ox trees #U624 -ti'lo (2) l'llth asven (1) panels required 4e11 6ox trees cind lc::1r9er -per mc::1nuPo.cturer1s recommsndc::1tlons 4.10 MUL.CH, A. Double 6rlnc::I All 6ark. b~ 6Iue Ribbon L.anc::lec:ope Supplies (114) 699-9666, or c:,pprovec::I equol. 6. Mulc:h depth to be at leaet 9" unlsei, noted otherl'llee on Drol'llnge. 5.0 INSTAL.L.ATION PROCEDURES 5.01 FINE 6RADIN6/SOIL. PREPARATION A eENERAL., Do not l'lork. soil "'hen the moisture "ontent le so great that exc:easlve c:ompac:tlon 1'1111 oc:c:ur, nor l'lhen It la so dry that duet 1'1111 form or that c:loc::la 1'1111 not brsok. reoc::111~. Appl~ l'later II nec:esaary to provide Ideal moisture "ontsnt for tilling and planting. Ferlorm line 9rac::lin9 In eu"h a "'"~ "" to antl.,lpots the Plnlsh grade a/tor tho !natal lotion ol soil c:onc::lltloners. Remove or rec::lletrlbuts ex.,sea eoll bslore appllGatlon oP soil amonc::lmsnta. Molntaln all Plol'I linse, c::lrc,lnags &i'lc:,lee, and pc:,ttsrne ae ehol'ln on the prec:lee 9rc:,c::lin9 plc:,n provic::lsc::I by the projec:t Glvll engineer. 6. Obtain c:ertlflGotlon lrom projsc:t c:lvll engineer thc:,t Pinal grac::lee to 1/10 loot have been setobliehsc::I prior to c:ommenc:lng lanc::lac:oplng operations. Provide Par lnc:orporotlon oP oil amenc::lmsnte, eettllng, etc:. 6e roeponelble lor ahaplng all planting c:,rsae as lnc::llc:atec::I on Drol'llnge. C. ihs lrrI9atlon •~stem eholl be full~ operc:,tfonol, revlel'lec::I, and approved by lanc::lac.ape orc:hltsc:t onc::1 Git~ lnepeGtor prior to plontlng. D. RIFFIN6, Rip soil In non-slope orsos lees thon 4, I In tl'io (2) oppoaIn9 c::lirsc:tlone to a minimum depth oP 6 lnc:hse to relieve c:ompc:,Gtlon. E:. flNl5H, 6rac::le c,II planting arsoe to allol'I lor soil amsnc::lmente and mulc:h c:,s epec:IPlsc::I. Y'lhsre no groc::lee are ehol'ln, grc:,c::le bstl'lsen exletlng or Pixed c:ontrola (euc:h oe l'lalk.a, Gurbe, c:ateh baalns) onc::I elevations ehol'ln to provide o smooth onc::I c:ontlnual plane. Rak.e onc::I level aa neGeaeary to obtoln true and even aurlac:ee. Maintain all sl'lalss on Engineer's plc:,n onc::I groc::le to c::lrc,fn. I", Remove and dispose ol roc:k.s over Hn.6h diameter, c:onetruc:tlon debris, l'lsec::ls, ete. l'llthln the limits ol the projec:t prior to oppl~ing soil c,menc::lmente. 5.02 50IL. PREPARATION A, GUANTITIE:S, Un!Pormly opply to eac:h 1,000 square lest al planting area, NOTI::, THE i"OL.L.OY'IIN6 AME:NDMl=NTS ARE FOR 6IDDIN6 F'URF'OSES ONL. 'I". ACTUAL. GUANTITIE:S AND MIXE:S SHAL.L. 61:: DE:Tl::RMINED IN ACCORDANCE: Y'JITH SOIL.5 REPORT 06TAINE:O FE:R ITl::M 1.04 A60VE:. Nitro9en-etabilizec::I organ!" amendment, b C'r' Ammonium phosphate b/20/20, 15 L.6 Agrl.,ulturc,I g~paum, 100 L.6 Soll eullur, 20 L.6 <Sro-Fo"'er Flue, 160 L.6 Iron aullots, b L.6 6. DISTRl6UTION, Dletrlbvte the orgonlc. amendment c,nd lertiliz<Jr over the plontlng are to o uniform 2 lnc:hee. Ssevrs c:,pprovc:,I lrom O"'ner'e representative prior to i'lork.ln9 omsnc::lment. Approval .... 111 not be 9lvsn II this proc:ec::lure Is not used. C. CUL. TIVATION, Y'lork. Into soil ~ Gultlvotlon, epoc::llng or rototilllng too c::IBpth o, at leaet 6 lnc:hea. Flnleh grac::IBS to smooth Plnlah belol'I "c::IJac:ent paving onc::I Gurba. Remove ol I debris "nc::I l'lesc::le lrom elts. D. 6ACl<.f"IL.L. MIX. 5toc:k.plle a aulll"l"nt quantlt~ ol approved eoll lounc::I on elte, lree ol l'leec::ls and debris, lor mlxln9 as bac.k.1111 mc,terlals. 5vpplsment on-site aoll l'lith opprovec::I Import soil, as required. Mix amount Por 10 c:ubiG ~arc::le "" lollol'le, e, Gublc. ~arc::ls on-site eoll 4 "ubl" ~arc::le orgonle c,msnc::lmsnt 20 pounds Po,rr!G eulPots 20 pounds ammonium phoephc,te leo pounds '<Sro-Fol'lsr Flue' Uee Gore not to etaln c:onc:rete i'ilth lerrle eulPate. C,leonlng ol etalnec::I Gonc:rete le reeponelbillt~ ol Controc:tor. S.09 Y'IE:laD A6ATl::ME:NT, Upon the c:ompletlon ol the Irrigation eyst"m onc::I alter all sxletlng i'lesc::le and grol'lth have bs"n removed lrom the planting areo, perform the Pollol'ling "'"ec::I c,botement program. Y'later al I oreae lour (4) tlmee c::lc:,ily lor ti'lenty-one (21) c:oneec:utlve c::loye, c,nc::1 until i'leec::I eeec::le hove gsrmlnotec::I. csaee i'laterlng Por three (9) daye. Apply a non-eslec:trve herbic:lc::le (Round-Up) per manulaGturer'a rec:ommenc::lc:,tfone to erc:,c::llc:ate the 9ermfnc:,tec::I l'ISec::le. Allol'I herblc:ic::ls to k.III all "'""c::ls. Rake or hoe oll all c::leoc::I ""eec::la to a depth ol ? lnc:h belol'I the evrlac:e al the eoil. II perennic:,I """de or 9rasaea atlll exist, rei'later Pour (4) tlm"• dail~ Por Povrto,en (14) Goneeevtivo, days until nc,,. groi'lth appsare. Reapply a herblGlc::le l'llth a c::l~e lnc::lic.c:,tor. Remove """de c,lter herblc:lc::le has had eulll"lent time to k.II I. 5.04 FL.ANTIN6 A. FRE:FL.ANT AFFROVAL.S, Obtain opprovc:,I ol plant lo"c:,tione, planting holes, prs-mlxsc::I ba.,k.111I, and plants. I. 1'rsBe onc::I ahrubs shall not bB planted until c:onetruGtion i'IOrk. In the area hos been GomplstBc::I, Pinal grac::lo,s c,nc::I "'"'"l"e establishsc::I, l'leec::I c,batemsnt provlc::lec::I, onc::I the plc:,ntlng c:,r"""' properl~ grc:,c::lec::I and prepc,rec::1, 2. Stoke plant loGatlone or plac:s opprovsc::I qvantltlee oP plc:,nte In c:ontalnsre on Jo.,c,tione. 5sc:ure approval bsPore sx.,avatlng pits, making ne.,eeeary oc::ljustmsnte c,e c::llrec:tec::I. TREES TO 6E PLANTI:D A APPROVED FOR PLANTING MIN. OF 6 1 FROM EDGE AND IRRIGATION ONLY, OF HARDSCAPE INCLUDING PRECISE LOCATION OF PLANTING AREAS. 6. SHRU6/TRE:E: FL.ANTIN6, I. Exeavate pita l'llth ac:orlllec::I vertlc:ol aides and bottom, no smaller than the lollol'lln9 elzsa,Guanl;it~, c:,) I gc:,llon plc:,nts -e," deep, 12" In diameter. Depth ol rootball "nc::I tY<o (2) times i'llc::lth. • _ b) $ gallon plalite -12" deep, 24" In diameter. Depth ol rootball and tl'lc, (2) tlmee l'llc::lth. c:) 15 gallon plonte -le>" deep, 90" In c::lrometer. Depth oP roc,tball and ti'lo (2) trmee l'lic::lth. d) 6oxec::I trees -Oepth ol rootball and ti'lo (2) tlmea l'lic::lth. 2. No treee shall be planted l'lithln 2' ol a povec::I eurPaee (I.e., c:onc:rete pcovlng, "urb, l'loll) vnleee "P""IP!Gally lndlc:ated on plone anc:, only "'Ith the epec:IPlec::I root barrier. 9. Contolner plants eholl be bo.,k.lillec::I ... 1th c,menc::lec::I aoll per aolle report reGommenc::lcotlone. 4. Fortlally relill hole to a hsl9ht thot l'lhen o plant la plaGsc::I the c.roi'ln le ellghtl~ c:,bovs the Plnleh grade. Uas lri"ble unamenc::lsc::I soil Por c:,II boxed l;rese, epsc:IPlec::I bc:,.,k,Pill mix lor c,TI other "ontc:,Jnsr plants and tamp to eompc:,c:t. S. Deposit ero•Fol'isr planting tables per monufcoc:turer'e rec:ommsnc::lotlone In plant plte. E>. Form eh"llol'I baeln around edge ol rootboll by c::lopreeelng eoil ellghi;ly bslol'I llnlehec::I grc:,c::ie. r=orm basin rime, Keep baeln l'llthln outer ec::lgee of rootbc:,I1. -r. lnc::livic::luolly hone::! l'later """h plant to ecoturots rootbcoll and ac::IJa"snt soil lmmec::llatel~ olter planting. e. Adjust Por eettlsment c:,nc::I grade arec:,s c:,rounc::I plonts to llnleh grades and c::li&poee ol sx.,sae eoll. "I. lnetc:,II "Arbor 6uarc::le" on c:,II trsse In turl c:,rsc:,e. 10. Remove nuresry etok.ee and guy or etak.e trees c::leeI9notec::I l'lith etak.s or etak.ee on Y<lnc::li'larc::I aide of tree aa c::letallec::I. C. E5FAL.IE:R F'L.ANTIN6, Remove eepolier etak.s eupport at time oP plontlng l'llthout c::lama9s to plont and train sepc:,ller to the c:,c::IJac:ent ""II or support ae c::letc:,f led. D. 6ROUNDCOVE:R IN5TAL.L.ATION, Flont grounc::lc:overe In oil c::lsel9nc,tsc::I arsae. I. Plant rooted c:utt1n9e and c::llvlelona lrom Plote Into moist soil c:,nc::1 In neot, etraight rol'le ot epsc:llloc::I Intervals. 2. Smooth soil c:,bout plante and leove areae In neat and Glean c:onc::lltlon. Retain slight depression around eac:h plant. Oo not bur~ the c.roi'ln oP the plant. :3. Hand l'IOter grounc::lc:ovsr plante at leaet tl'IIGe a l'leek., c:arePully and lnc::llvic::luolly l'lith elol'I eolt etrecom ol l'later, to eneurs that &oil le eettlec::I corounc::I roote, but being c:arePul not to l'laeh eoll oll ol planta. Not more than one-hall hour ehall elapee lrom the time on~ grounc::lc:over le planted until It le i'lotsrsc::I. r=orm a hall c:up-llk.s orrongemsnt Por coll plants on elopes. Do not allol'I plante to c::lr~ out bslore l'lhile being planted. 4. Apply presmsrgsnt hsrbic.lc::le SURfL.AN-15 per manuPac:turer'e rec:ommenc::latlone to grounc::lc:ovsr areoe only, alter all planting hoe been c:ompletec::I. folloi'I manulaGtursr'a lnetruc:tlone. ihe i'lork. shall be under the c::llreetlon oP a regleterec::I pest c:ontrol oc::lvleor. E:. H'r'DROSE:EDE:D <S,ROUNDCOVE:R I. Alter aoll preporcotlon, setobllehmsnt ol llnal grac::l<>a onc::I l'ISec::I c:ontrol, the eurPc:,c.e t>'lo (2) lnc:hee ol soil shc:,II be loosenBc::1 by harro"' or rototiller c,nc::1 lloatec::I level and lrrlgal;ed Juet prior to planting. 2. F'reparc,tlon, ihe elurry prsparc:,i;!on ohc:,II tak.e plac:e c,t the site of i'lork. and shall begin b~ ac::lc::ling l'loter to the tank. l'lhen the engine lo at hall-throttle. Y'lhsn the "'"tsr level hc:,a reac:hec::1 the height oP the agltacor ehcolt, good rec:lrc:ulatlon ohc,II be setabliehec::I and at this time the eesc::I c,nc::I ehemlc:al additive shall b" c,c::lc::lsc::I. i"ertlllzer eholl then be ac::lc::lec::I lollol'lec::I b~ i'IOOc::I pulp mulc:h. ihe i'looc::I pulp mulc:h ehc:,II only be added to the mixture alter the tank. le c:,t leoet one-third Pilled l'lith l'IOter. ihs engine throttle ehc,II be opened to Pull epsec::I l'lhen the tank. le holP-lillsc::I l'lith "'atsr. All the i'looc::I pulp mulc:h ahc:,II be ac::lc::lec::I ~ the time the tank. le tl'lo-thlrc::le to thrse-lourthe lull. Spraying ehall c:ommsnc:e live (5) minutes oltsr c:,c::ic::lltlon oP the c:hemfc:c:,I ac::lc::lil;ive l'lhen the tank. le Pvl I. Appllc:atlon rate, fiber 1,500 Iba. per aere Seed, hyc::lrosssc::I mix 'A' I0I1:>s/ac:re. ero-Fol'ler Flue 1,100 Iba. per ac:re. 6ro-Foi'ler Controlled Relsaas (12-e,-e,) 200 Iba. per ocre •Note, !"or eoll-preppec::I areae, apply 900 Iba. 6ro-Foi'ler HI- Nitrogen !14-4-"I) per coc:re In the elurry onl~. NOTE: THE FOLLOWING AMENDMENTS ARE FOR BIDDING PURPOSES ONLY. ACTUAL AMENDMENT QUANTITIES ANO MIXES SHALL BE DETERMINED IN ACCORDANCE WITH THE SOILS REPORT OBTAINED PER ITEM 5.02 ABOVE. 9. AppliGatlon, ihe operotor •hall epra~ the orea l'llth a un!Porm vlalble Goat by uelng the green c:olor oP the Y<ood pulp aa a guic::le. ihe alurr~ ehall be coppllec::I In co ai'leeplng motion, In an arehec::1 &tream eo coe to Pall Ilks rain, allol'llng the "'""c::I Plbere materl"I to epreoc::I at the required rate per ac:re. f. L.AY'IN/6RA55 FL.ANTIN6 I. H~c::lrossec::I L.o"'n lnstal lat Ion c,) Alter soil prepc:,rotlon, establishment ol llnol groc::les and l'leec::I c:ontrol, the eurlac:s t"'" (2) lnc:hee al eoil eholl be looeenec::1 ~ harroi'I or rototiller and lloc:,tec::I level and lrr19atec::I just prior to plc,ntlng. b) Preparation, ihe slurry prsparotlon shall tak.e plac:e ot the alts ol l'lork. onc::I ehc:,II begin ~ ac::lc::llng l'lai;er to the tank. "'hen the engine le at hall-throttle. Y'lhsn the l'latsr level hc:,e rec:,c:hsc::I the height ol the c,9Jtator ah"lt, good rec.lrc:ulatlon aholl be eetabliehec::1 and at this time the eeec::I and c:hemlc:col ac::lc::lltlve eh"II be ac::lc::lec::I. f"srtlllzer ehall then be oc::lc::lec::I lollol'lsc::I b~ "'""c::I pulp mulc:h. iho l'looc::I pulp mulc:h eholl onl~ be ac::lc::lec::I to the mixture alter the t"nk. le at least one-third llllsc::I l'lith Y<c:,tsr. ihe engine throttle eholl be opened to Pull e,peec::I l'lhsn the tank. le holP-lillsc::I l'lith "'"tsr. All the l'lc>oc::I pulp mulc:h eholl be ac::lc::lec::I ~ the time the tank. le tl'lo-thirc:,e to three-lourthe Pull. Spraying ehall c:ommenc:e Plve (5) minutes after ac::lc::litlon ol the c:hemlc:al adc::lltlvs l'lhsn the tank. la Pvl I. Appllc.atlon rate, f"Ibsr 1,500 lbe. per oc:re Seed 49$ Iba. per aGre (I lb. per 100 e.l.) 6ro-Pol'ler Plue 1,100 lbe. per ac:re 6ro-Pol'lsr Controlled Rslsaes (12-e,-e,) 200 Ibo. per aere •Note, For soil-prepped c,rec:,e, opply 900 lbs. 6ro- Fol'lsr Hl·Nltro9en (I4-4-"I) per oGre In the elvrr~ only. G) Appllc:atlon, ihe operc:,tor shall apray the orsc:, l'lith o un!Porm vlelble Goat b~ uelng the green c:olor oP the l"looc::I pulp ae "9u1c::le. ihe slurry ehall be applied In a """"Ping motion, In an arc:hec::I etreom eo ae to Pall Ilks rain, allol'ling the l'looc::I libere material to eprsoc::I at the required rote per ac:re. 2. F'ROTl::CTION, Frotec:t all turl oreaa against damage, 1nc:luc::lln9 eroelon onc::I treepaee. Provide l'lhatever lac:llltlse onc::I ec:,lsguarc::le "r" nec:eaaary to ac:c:omplleh this. Tak.e apec:lal c:ors to prevent erosion. All c::lamoges shall be the Contractor's responelblllty during the Ills oP tho Contra.,t. 6. 6UARANTeE: AND RE:l"L.ACE:ME:NT, I. Shrubs c:,nc::1 grounc::lc:ovsr, 6uarantss until Bnc::1 ol molntenan"" period c,nc::1 oc:eeptanc:e. ReploGe c:,ny plc:,nta thc:,t c::IIB or loes lorm c:,nc::I ,;lz• oe originally ep.,c:!Plec::I even though they hc:,ve token root and c:,re 9rol'lln9 alter the c::llebac:k. or loes ol lorm ar alze. . 2. Tresa, euar"ntes oil tress In l'lrltlng to liv<> In a healthy c:onc::lltlon lor one (I) ~eor oPter malntenonee period explree onc::I projec:t la ac:c:eptec::I b~ Ol'ln.,r. Reploc:e dead or unhealthy treea Immediately. Determlnal;fon ol the need Por reploc:emsnt ehall be per the Ol'ln4>r'e repreeentatlvo. All replac:emsnte, lnc:luc::lIn9 planting, &taking, training, etc:., eholl be c,e originally eps,:;lllsc::I, l'lithout c:o,;t to the Oi'lner. H. CL.E:ANUF I. Alter all planting operations are c:omplst1>, remove coll trooh, e,xc:eee eoll, empt~ plant c:ontalnere, "nc::I rubbish lrom the propsrt~. Repc:,lr eeare, rute, or other mark.& In the ground c:aueec::I by thle l'lork. and leave the ground In a neat c:,nc::I orderly c:onc::lltlon. 2. L.eave the site In broom-c:ls"n c:onc::lltlon, onc::1 l'laeh c::lol'ln oll areae l'lithln the projsc:t site. L.sovs l'lalk.e In c:lsan onc::1 sale c:onc::lltlon. t,,o MAINTE:NANCE: A. Tne Contrac:tor eholl Gontlnuouel~ molntoln lanc::lec:ope onc::I Irrigation In c:,II arsc:,a · Involved In thle ContraGt during the progreee oP the i'lork. and during tho mc:,fntenanee period until Pino! ac:c:epl;anc:s ol the l'lork. b~ the L.c:,nc::lec:ops ArGhiteGt and the Oi'lner. Improper molntenc:,nc.e or possible poor c:onc::lltlon ol any planting c:,t the termlnc:,tlon oP the ec:hec::lvlsc::I malntenc,nc:e period may c:c:,uss postponement oP the linc:,I eompletlon c::lc:,ts ol the Contrac:t. Malntenc:,n"" eholl be c:ontlnuec::I b~ the Controc:tor until all l'lork. le aGuoptable. In order to c:arr~ out thB plant mc,lntBnanc:e l'IOrk., the Contra.,tor shall Purnleh sulllc:lent men and c,dsquote equipment to perlorm the i'lork. during the malntenc:,nc.e period. Mc,lntsnanu, period shall not el;c,rt until c:,II elements al c:onetruc:tlon, planting, c,nc::I Irrigation lor the entire projeet aro, In """"rc::lanGe l'llth Oral'llnge and Spo,"fPlc:atlone and ""c.epted b~ thB OY<ner. ihe Contrc,Gt shc:,II request an lnep<Jetlon to begin the molntenanGe period alter all planting c,nd reloted l'lork. hae beon c:ompletec::I. Prior to the date al llnal lnepec:tlon, the Controc:tor shall c:,c:qulrs lrom the L.anc::lec:ape Arc:hitec:t approved reproc::luc:lbls prints anci Plnolly rec:orc::I Prom the Job roeorc::I eet all c:honges mode during eonatruetlon, lc,bel sold prints "Rec:orc::I Dral'llnga,'' c:,nc::I deliver to the L.onc::lec:c:,pe ArGhltsc.t. Prior to the date ol linol lnspec:tlon, the Contrc,.,tor eholl deliver to the L.c:,nc::lsGape Arc:hltec:t the "L.c,nc::ieG"P" and lrrfgc:,tfon 6uarantBe" oa required. 6. Y'lhsn the Controc:tor hae c:omplstec::I all the lc:,nc::lec:c:,ps and Irrigation l'lork., he ehall requeet lnepoc:tlon ~ the Ol'lner and Arc:hltec:t. A "puneh list" ... 111 be c::levelopec::I Prom this lnepsc:tlon. Molntenanc:s period ("10 c::lc,~e) 1'1111 not begin until all punc:h llet lteme are c:omplete onc::I ac:c:eptsc::I b~ Ol'lner onc::I Arc:hltec:t. Irrigation malntenonc:e, le Inc: luc::lec::I In the, c:,bove. I. 5trsst gutters onc::I c:urbe core to be lnelvc::lsc::I In the dsbrle/ailtatlon removal program. 2. Maintain adequate protec:tlon lor people and property and be lfnc:,nc:lall~ reaponelbls lor c::lamogse and Injuries. Rspolr c::lomagss ot no ac::lc::lltlonal c:oet to the 01"'\nsr. C. FL.ANTING, AREA, I. "'1eec::I and c:vltlvate c:,fl areas at lntsrvc:,le oP not more thc:,n ten (lo) da~&. 2. F'erlorm 1'1aterIn9, Pertlllzlng, apro~In9, onc::I pest eontrol as c::leemec::I nec:esac,r~ b~ •pec:IPIG elte c:onc::lltlone. D. L.Al'IN AREA, I. 6s9ln malntenonGe lmmec::lic:,tely alter eac:h portion oP turP le planted. Continue lor ot least "10 c::laye c:,Fter c:ompletlon ol al I turl l'lork. and ae muGh longer, prior to Gompletlon ol proJec:t, c:,nc::1 ac:c:eptanee, b~ the Oi'lner c:,e nsc:seear~ to eatc,blleh ac:c:eptable turf. 2. Mcolntaln la,..ne to ... aterlng, lsrtlllzlng, i'leec::ling, mol'ling, trimming, c,nd other operations eu"h c,e rolling, re9rodln9, and replanting c:,e required to establish c, smooth, ac:c:eptc:,ble lcol'ln Ires ol Brodsd or bare oreae. Complete llret c:uttlng as c::llre"tec::I by L.anc::leGape Ar.,hlteGt. 9. lnepe"t lal'ln ars"e beti'leen the 15th and 20th c::loye ol malntenanes period onc::1 re"ppl~ la"'n materl"l(mateh Initial applleotlon) to oll bore c,reae lc:,rger than b" x e,11, E:, FRUNIN6, I. Under no c:lrc:umetonc:ee 1'1111 stripping ol lol'ler branGhBe on young tr.,.,., be permitted. L.ol'ler branehs& ehall be retained In o "tlppsc::1-bac:k." or plnc:hsc::I c:onc::litlon l'llth oe muc:h lolloge as poealble to promote c:ollper trunk. grol'lth (tapered trunk..) L.ol'ler branc:hes may be c:ut llueh l'lith the trunk. onl~ c:,lter the tree le able to stand srec:t l'llthout staking or other support. 2. E:vsrgresn treee shall be thinned and shaped l'lhen nsc:seear~ to prevent i'ilnc::I and otorm damage. ihe primary pruning ol c::lsc:lc::luoue trsee ehal I be dons during the dormant season. Domagec::I tress or thoe,e that c:onatltute health or eoPet~ hazorc::le ehall be pruned ot an~ time al the ~ear c,e required. f". STAl<.IN6 AND GU'r'IN6, Sl;ak.sa onc::1 guye ehc:,II be lnepsc:tsc::I to prevent 9lrc::llln9 ol trunl<.e or branc:he& and to prevent rubbing thc:,t c:oueee bc:,rk. l'lc>unc::le. e. Jl'«=E:D CONTROL., l<.sep boolno onc::I arsc,s bstl'lesn plonts Pres ol i'ISec::le. Ues rec:ommenc::lsc::I onc::I legally approved herblc:lc::ls&. Avoid frequent eoll Gultlvotlon thot c::leetroye ehc,llol'I rooce. Uee mulc:hea to help prevent l'leec::I eeec:, germination. All hsrblc:lc::lss ehc:,II only be applied b~ a llc:enasc::I appllc:ator. H. INSE:CT AND DISE:ASE: CONTROL., Mc:,lntaln a reoaonable c:ontrol l'llth approved moterl"I• and applied b~ lleeneec::I applleatora. I. FE:RTIL.IZATION, I. Fortlllzs c,II planting areas l'lith the lollol'llng, At 90-c::loy lntervols, c:,pply b 11:>s./lPOO e.P, I6-6-e ""mmerGJc,I lertllizsr or as required b~ ths sol le rBport. J. RE:FL.ACE:ME:NT OF' TREES/SHRU6S, RsploGB c::IBac::I, c::lying, c,nc::I mleelng trsBs l'llth like elz<J, Gonc::lltlon, c,nc::1 variety """"Ptc:,ble to the Oi'lner at the Controc:tor'e expene-e. I<.. RE:F'L.ACE:ME:NT or= L.AY'IN, Replc:,Gs c::lamagec::I or c::lsac::I lal'ln area& l'lith sod. L.. IRRl6ATION S'r'5Tc:M, I. Sye.cem lnapec:tlon, ControGtor shc:,II c.hec:I<. all systems lor proper opBratlon. L.aterc,I lines ehc:,.II be lluehec::1 out c,ltsr removing tns lc:,at eprlnk.lsr head or ti'lo at sac:h end ol the loterc,1. All heads are to be oc::ljuatec:, c:,e nsc:saeary lor unlmpec::lsc::I c:overage and to prevent ovsreprc:,y onto builc::ling.,, l'linc::loi'le, and pavements. 2. Controllers, Set onc::I program c:,utomatlc: c:ontrollere lor "'""""nal l'lacsr requlrsmsnte. 61vs OY<ner'e repree.entotlve o "-"Y to c:ontrollers c:,nc::1 Inatruc:tlone on ho" to turn oll eyetsm In c:oes ol emergenc:y. 9. Ropolra, . Repair all damages to lrr19,:;t1on •~stem at Contrc,.,tor'e expense. Repairs eholl be made l'llthln one (I) 1'1atsrln9 period. M. SOIL. PREPARATION AND AMENDME:NT NOTI::, THE: fOL.L.OY'JIN6 AME:NDME:NTS ARE !"OR 6IDDING, FURF'OSE:5 ONL.'r'. ACTUAL. AMENDME:NT GUANTITIE:S AND MIXE:S SHAL.L. 61:: DE:Tl::RMINE:D IN ACCORDANCE: Y'IITH THE: SOIL.S REPORT 06TAINE:D FER ITl::M 5.02 A60VE. I. 6oc:k.,rll soil should be 100% notlve art .. soil that hc:,e been c:l.,c,rBc::I ol oil c::lebrle and roc:k. and broken up and made Prlable. The lol lol'ling oc::lc::lltlves be blended thorough!~ Into );,c:,c:k.111I soil at the time oP plontlng and c,II plonte should bB thoroughly l'laterBc::I In lmmBc::liatsl~ upon c:omplstlon ol Installation 6ro-Foi'ler proc::luc:ts are euppllsc::I In 50 pound bc:,9,0, not bulk.. The lnetc:,lllng c:ontroc:tor Gan be required to eubmlt empty bage upon c:ompletlon oP i'lork. to c:onlirm coppllc:atlon. ihs 6ro Foi'lsr 5-9-1 lormulotlon motsrlal c:an be uesc::I l'lith or l'llthout the eoll pE>nE>trant c,nc::1 the <Sro F'ol'ler I2-e-e, Pormulotlon material ehoulc::I bB ueeci In 4 to 6 c::leelrsc::1, please c:ontac:t ue Par opproprlots rec:ommenc::latlons Par use oP aame. ihs g~psum onc::I lime c:on be appllBc::I In their linsly ground lorms. 100% oP the ground m"torlal should pose through a I0-msah ec:rosn and at leost 50% oP the materials ahoulc::I pase through a 100 mesh sc:rsen. CONT Al NER,s,RO-FOJl'«=R 61'1.0-POJl'«=R 5IZE: S-:3-I I2-e-e <S'r'F5UM L.IMe L.lner I.O tbep ,25 tb,op I.O tbsp I 901 .5 GUp 2.0 tb,op 0.25 evp 4.0 tbep 5 901 1.0 evp :3.0 tbsp o.5 GVp 1.0 c.up IS 9"1 1.5 c:upa .::25 ""P 1.0 c:up 1.5 eupe 24"box 9.0 GUp& ,$ c:up 2.0 c:upe ::Z.O c:upe :30"box :3.5 Gupe .15 c.vp 2.2!5 c:vpe ::2.$ Gupe 96"box 4.0 c:upo 1.0 c:up 2.5 "ups 9.0 "ups 42"box 4,5 evpe I.$ Gup s.o eups 9,$ c:upe 4-e>"box $.0 "ups 2.0 c.ups 9.$ c:up& 4.0 c:upa 54"box E>.o c.upe 2.5 c:upe 4.o c:up,o 4.5 "ups f>O"box !a.S Gupe S.O "up• 4.5 c:upe 5.0 evp• 12"box •to c:upa 4.0 c:upe 6.0 c:vpe 5.$ Gup• II ba.,k.111I soil le mass blsnc::lsc::I, same matE>riale c.c:,n b., c,c::lc::isd at the Pollol'llng rates per c:ublc: ~c:,rc::1 ol aoll. 6RO-FOJl'«=R 6RO-FOJl'«=R 6'r'F'SUM L.IME MeTHOD 5-6-1 I2-e-e Mc:,,oe elsnc::I 10 L.bs 2 lb,o 2 lbs libs !"or gsnerc:,I brooc::lc:aet ol materlols on the eurlac:s oP eolle, the same materials c:on be applied to the ,oolla at the lollol'ling ratee per 1,000 equars /set ol planted c,rea and thoroughly i'latersc::I In euc:h that ,oofle are l'let to a minimum c::lspthe ol e," prior to plont lnatallatlon. <SRO-FOl"!eR 6RO-FOl"JeR ME:THOD 5-S-I I2-e-e, 6'r'FSUM L.IME: 6roc,dec,i,t 95 lbs 2 lbs 20 lbs lo lbs IP mc:,tsrlale c:on be Gro,oe ripped Into to " soil to a minimum depth ol b", the eome motsrlale Gan be applisc::I at the lollol'llng rats,o per IPOO square lest al plc:,nled c:,rea and l'latsrs'c::i In thorovghl~ suc:h thc:,t oils c:,re l'let to a minimum· depth ol 12" at IBaet onGe prior to planting. 51",0-F'Ol"JeR 6RO-FOl"IE:R ME:THOD 5-:3-1 I2-e-e 6'r'F5UM L.IME: Crase Rip 150 lb,o 60 lbs 200 lbs 50 Iba II motsrlale are "PPllec::I through hyc::iroseec::llng proc:.,ss, the •"m" mc,tsrlala Gon be c:,c::ic::isc::I c::llrBGtly Jnl;o the hyc::lrosesc::I elurry and app:!ec::I at the lollol'llng rc:,t.,s per IPOO sqvare Peet to non-prepc:,rec::I soil. (Note, II h~c::lro&sE>c::I I& applied to ,;oils that have c:,lreoc::I~ been prepared l'lith the c,c:,c::iitlvss noted under 6roc:,c::ic:oat or Croes Rip m .. thoc::le, <Sro-Fo,..,r I4-4-"I c:an be ac::lc::l"c::I to h~c::lroeesc::I elurr~ at the rats oP 1 pounc::le per 1,000 equare !set ol prepared eoll eurlac:s onc::I the lollo"'lng hyc::lroaesc::I material appllc:otlona l'lc>ulc::I not oppl~ In c,c::lc::lltlon to the I4-4-"I) <SRO-F'Ol"Jel", (Sl",0-FOl"IE:R ME:THOD S-6-I I2-e-e, <SYF'6UM Hyc::lrose,coc::I 95 lbs 2 lbs ::20 lbe Agc:,Jn, It la Important that ol broac::lc:aet or Groee ripped eoll ac::lc::lltlvss ba thorough!~ i'lotsrec::I Into soils oPter oppllc:otlon and prior to planting. Hyc::lroeeec::I motsrlole should b., appll.,c::I to thoroughly moistened eolla. lnetollotlon soil molntsnanc:s ehoulc::I be lmplsmentsc::I as lollol'le. In all areao, 45 c::la~• ofter commencememt of' lnetallatlon mG1lntenanco, !Soro-Fo~er 5-:":;i-l can be gene,ral braoc::lc:aal over all planting areas at the rats oP 2$ lbe/lPOO equare Peet. All motsrlc,I,; should be thoroughly lrrlgatec::I Into soJl,o lmmec::IJc:,tely alter oppllc:atlon. IP lnetollatlon malntsnanc:s period le "10 c::l"~a In duration, 6ro-Foi'ler Sia Rslsaes I2-e,-e, In the 4 to e, month release lormulotlon c:an be brooc::lcaet over all planting areas at the rote oP 15 lbe/lPOO equars Feet g~peum ot the rc:,te oP 20 lbe!IPOO equors Peet bstl'leen do~ e,o and do~ es. Thie appllc:atlon l'loulc::I be In ac::lc::lltlon to the day 45 oppllc:atlon. All motsrlale should be lrrlgot"c::I thorough!~ Into eolle Immediately c,lter appllc:otlon. E:ND OF' 61::CTION SL.OPE: REVE:6ITATION/E:ROSION CONTROL. FOL.ICIE:S AND REGUIREME:NTS E:.9 REGUIRE:ME:NTS E:.9-I SL.OFe FL.ANTIN6 E.9-1.I SL.OPE: FL.ANTIN6 5TANDARD5 Slopes requiring .,roelon "ontrol msc:,eurss as epe.,llisd herein eholl bB treotec::I l'lith one or more oP the lollol'llng planting etandc,rc::le, a. STANDARD #I -COVE:R CROF'S/JUTI:: MESH Cover Grop ehall be a seed mix t~plc:ally made vp ol qulek. 9erminotln9 onc::I lae.t c:overlng groeese, elovere, and /or l'lilc::I ~lol'lera. Submit ths epec:IPle seed mix Por Cit~ approval prior to appllc:atlon. ihe cover c:rop shall be applied at a rote and manner evPIIGlent to provide "10% c:overoge l'lithln thlrt~ (SO) days. Type ol Jul; mesh shall bo ""' opprovec::I b~ the Cit~ onc::I etak.ec::I to the elope as rec:ommenc::lec::I I::>~ the manulac:tursr. .Juts mesh shall bB rsqulrec::I l'lhen plontlng oc:c:ura betl'lsen Auguet 15 and April 15. Dvrlng the remc:,lnc::ler ol the ~Bor, the Gover c:rop and/or Jute mseh moy be uesc::I. b. STANDARD #2 -6ROUND COVE:R One hunc::lrsc::I (100%) psreent ol the area ehc:,II be plc:,ntec::l l'llth a ground Gover k.nol'ln to have exc:ellent eoll binc::llng eharac:terlatlc: (plcontec::I Prom a minimum alze ol llc:,ttec::I material c,nc::I opac:ec::I to provide Pull c:overogs l'lithln one year). G. STANDARD #9 -L.OY'I SHRU6S L.oi'I !>prsadlng ""ood~ ahrvb!> (plontsd Prom c, minimum oP 2? lnc:h liners) ehall "over a minimum ol ""venty (10%) perc:ent ol the slops lac:e (c:,t mc:,turs elzs). c::I. STANDARD #4 • TREES AND/OR L.ARee SHRU6S TrBBe and/or lar9B shrube ehall be (plc:,ntec::I lrom c:, minimum oP I gallon c:ontalnere) at o minimum rats ol one (I) plont P"r tl'lo hunc::lrec::I (200) equore IBot. E:.:3-I.2 ARE:AS OF' AFFL.ICATION (FL.ANTIN6) E:.9-I.2.I SL.OFl::5 -i,,I OR 5Tc:E:FE:R AND, a. 9 Peet or leas In vsrtlc:al height and are ac::IJac:ent to public: "'"lk.a or strseta require ol; minimum Stanc::lorc::I #I (c:over c:rop and Jutted). b. 4 lest to e, /eel In vsrtlc:al height reqvlrs Stanc::larc::la #I, #2 onc::I #9. G. In exc:ees al e, Peet In vertleal height require 5tconc::larc::I• #I, #2, 119 onc::I 114. E:.S-1.2-2 SF'E:C.IAL. CONDITIONS E.9-1.2-2.I Areas 9roc::lsc::I flatter than b, I reqvlre Standard #f (c:over c:rop) Y<hsn they hove onB or morB ol the lollo"'lng c:onc::lltlone, a. Sheet grac::lec::I pc:,c::le not eehec::lulBc::I lor Improvements ... rthin b months oP GomplBtlon al rovgh grading. b. A pot .. ntlal "roe.Ion problBm as c::letermlnec::I b~ the Cit~. "· lc::lsntlllsc::I bl< the City a!> hlghl~ visible c:,rsae. to thB publiG or hove epsc:lc:,I c:onc::lltlona that i'IOrrant Immediate trec,tment. E:,9-1.2-2.2 Arec:,a to be h~droseedec::I ehc,II lirst be c::llsk.sc::I or rototlllec::I to provide o lrlabls, looes seed bed. CITY OF CARLSBAD PLANNING DEPARTMENT ~ ....----------.,,..----.,,..---------..----,---,--------------------,---,.----,---,---1 " AS-BUILT" LANDSCAPE ARCHITECTURE DRAWN APPROVED REVISED 2ND SUB JOB NO. DATE SCALE JP MM 04-11-D5 -' llTLE: • I..ICFNSE9 LAWPS(API= Aftc\\t't~ DATE RECEIVED BY: 04-142 04--11-05 AS SHOWN '1NSPECTOR FL.ANTIN6 SFECll"ICATIONS i"OR, RANCHO SANTA FE ROAO -PHASE 2 STA. 2:J1+50 TO STA. 26ef+20.65 APPROVED ;9 Y, LLOYD B. HUBBS 1---+---+----------------+----t---t----t----t 1·c"'f':,;TY"'-~f"'N..1c"~1Nc<Ei:;~~-·-'(""c-=~"-rf~~,::;s~?1''"E~:;;,~!,!·~12.,...·-c3""1-,-os---t:_{tf1/J OWN BY: PROJECT NO. DRAWING NO. ~~~g ~r CT CfCf-04 41Cf-68 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ' ' \ , •• I ) \ I 1011209 ) --~~ -~ -- Ir"··• ..... ···--------------------------------------------------------------------, GENeRAL SFeCIFICATIONS 1.0 scoFe 1.01 DeFINITIONS A. o .. ner, MORRO~ DeveLOFMeNT CARLSSAD CA e. Conl;rae•i>r, An lnc:llvlc:lual or ,:.ompan~ ,:.ontra<:.tlng .. 1th the o .. ner to provlc:le materials, perform .. ork, anc:I servlc;es for •he proJe<:.t. C. Sub-Contrac;tor, An lnc:llvlc:lu"I or ,:.omp"n~ c;ontrac;tJng .. 11h the ContraGtor co provlc:le ma•erl"I• or perlorm >'(Ork, or bo•h, lor " ,opec;i¥1c; por•lon ol •he projeGt. D. L"nc:1,oc;"Pe Ar,:.hl•ec;•, Tfie lanc:l,ocape archl•sc•ural llrm ol FWM Deolgn Group, Inc. e. Contra,:. t Doc;umenh, The a9reement, •erm,o Gonc:1I.ion,o, .. rlt•en instructions, drc:::n•1i1in9s on<,l spaelllec;::1tione,1 shQp dra~ln9s and c;h"ngs orGic,rs appr"veGI ~ the o .. ner and l,osueGI b~ the LanGiscap .. ArGhltect. I.O:l SCOFe OF ~RK, The .. ork to be done under •he c;ontract ,:.on,ol,oco ol lurnlshlng all ma•erl"I•, all equlpmen• and perlormln9 l;he .. ork r"qulrec:I b~ the,oe ,opsclllGatlon,o anc:I chs Gira .. 1n9,o ne,:.e,oear~ lor l;hs propsr Gompletlon ol •he >'tori<. 1.06 FLANS AND SFeCIFICATIONS, These epsc;llleatlon,o ars lntenc:leGI J;o .:over all labor, material, ,;and et"nc:larc:ls ol lanGisGape arc;hlto,:.tural and mechanical .. orkman,ohip •o be emplo~ec:I In the .. ork. eho .. n on •he plan,o or Galled lor In l;heee ,opeGlllca•lon,o or roa•onabl~ Implied b~ •erm,o ol ,oame. The plan,o anc:I ope,:.lllc;a•Jon,o ars ln•enGiec:I J;o c;omplement one another anc:I an~ parl; ol l;h .... ark •hal; ma~ be mentlon .. Gi In one anc:I no• presented In the other, shall be done l;hs same ao II JI; hac:I a minor na•uro .. hlGh ma~ not be ,;peGJli,:.all~ mentioned, but .. hlGh ma~ be reasonabl~ assumed ao neGe•sar~ lor the ,:.on•truetlon or Gompletlon ol this .. ark shall be perlormec:I b~ the Contrac•or the same as II •ho .. n on the c:lra .. 1ng• or c:le•crlbeGI In the spselllGatlon•. In gen .. ral, •xcBpt •ha• the L.anc:l•Gape Archltec•'s lnterpreta•lon shall ol .. a~• take prsGeGienGE, over •he Gira .. lng,o anc:I large c:letalls over small eGale Gira .. 1n9,o. Figures, .. hen given, •hall be lollo .. eGI In prelerenee to seal .. mea&urement&. · 1.04 INTeRFF<eTATION OF FLANS AND SFeCJFICATIONS, The LanGi&Gape Arc.hiteGt .. 111 Interpret •he meaning ol an~ part ol •h .. plans and ep .. GIIIGatlono abou• .. hlGh an~ mlsunc:lerstanc:lln9e ma~ arise, and hi& c:leGl&l<:>n &hall be IJnal. $1iouIGi •here appear to be an~ .. rror or GilsGrepanG~ In or b ......... n the plan!> and ope,:,JIIGa•lon•, •h .. Con•ra,:,•or shal I r .. ler "oh .. mat• .. r •o •hs Lanc:1,oc.aps ArGhltsc• lor aGIJu,o•msnt belors proGssGilng .. 1th the .. ark. Should th .. ConcraGtor proGe .. c:1 .. 1th the .. ork .. 1thout oo relsrrln9 the matter, he c:loe,o •o on hlo o .. n respon,olblli•~ anc:I an~ .. ork tha• requires removal anc:1/or rsplau,ment ,ohall be provlc:lec:I ~ •he ContraGtor a• no aGIGiltlonal Goo•. I.OS LANDSCAFe ARCHITeCT'S FUNCTION, Th .. L"nGisc,ap .. ArGhlteG• shall provlc:le perloc:llc, llmltec:I on-&lte oboerval;Jon ol •he .. ark In progr .. os per tho o"""ner1e requee,t to revltH'i, In 9snoral1 the execution 0¥ deel9n Intent and lnterprol; tho lanGi,;c;ape Gioc,uments. He Is Agent ol the O>'ln .. r to tho exl;ent provlc:lec:1 In •h .. speGIIIGai;lons anc:1 .. hen In ,opsclal lnsl;anc,es ho Is au•horlzeGI b~ •he o .. ner •o ace a• Jn, .. rprscer ol •he GonGiltlons ol •he ,:,ontra,:.J; and ,;is JuGigo ol I•• perlormc,nc;e, he &hall slc:le nol•hor .. 1th O>'lner nor .. 1th the ContraGtor but use hJ,o au•horlt~ unc:ler the Gon•rai;;• •o enlorc;e I•& lalthlul perlorm,;ini;;.,, H" ha& the rlgh• •" "'"P .. ,.,rk should •hi• b"""me nece&sar~ •" en&ur" •ho pr,.,per oxoc;u•lon ol •h .. c"n•rae•. 1.06 O~NeR'S ReSFONSISILITY, e~ .. ntorlng In•" agr .... m .. n•, o .. n .. r guaranto .. • Contrae•or lunGI• ,;iro avallabl .. anc:I shall make •Imel~ pr,.,gr.••• pa~m•n•s •" •he Con•raio•or c:lurlng •he ioour&e ol •h .... ,.,rk. Tho o .. ner &hall lurnlsh all eurve~• and o&•ablish all propert~ lln .. • and reo•rJ,ol;ione. All ol;hor llneo, grac:leo, anc:I c;;limenolone ehall be es•ablleh .. c:1 b~ J;h .. Con•rac•"r. Uni"•• "•her .. loe op.,c.111 .. c:I, •h .. o .. ner ehall make available •" t:he C"nl;rac.•or all u•lllt:leo required t:o perlorm •he .. ark at n" """J; •" •he Con•rac•or. 1.0"1 CONTRACTOR'S ReSFONSISILITJeS, The Conl;rae•"r ehall 9lve elllcl .. n• eupervlolon •o •he >'lork, using hie beet eklll anc:I ai;•en•Jon. ~ .. n aboent: from •he Job, he, ehall app,.,ln• an en9li,;h-epeaklng oupervleor capable ol Gilec.ueeln9 matter• .. 1•h l;he Lanc:lec.ape Arc.hl•sc• on •he eil;e anc:I •o m<:11< .. c:loclel"n• "n •he Con•rac•or'a behall. He shall carelull~ el;uc:I~ and compare all c:lra .. 1ngs, epec.lllea•Jons, and o•hsr lnot:ruc.tlon• l"r •he .. ark. Any .. ork lnGilca•ec:I In a manner .. hleh .. oulc:I make I• GilllleuJJ; •o produce Gira.,..Jn90 anc;;I epeclllc:<:1tlone, or be• .. een epeclllcatlons ,;ind loeal orGIJn,;inc:ee "r ree•rlG•lone, ,ohall be relerreGI l;o •he LanGiecape Arehltee• lor ln•erpr••atlon or corrie;,et:ion 1::,e¥oro pr0Geedln9 )l'li!it:h ~ork. 1.oe eXAMINATION OF SITe AND ~RK, A. The C"n•raG•or ,ohall examine •hs pro Jee• sl•e, ph~e.lGal Gonc:ll•l"ne, anc:I ,ourr,.,unc:lln9 "' •he propoosGI .. ork and JuGl9e l"r him,oell •he na•ure ol •he .. ,.,rk •" be don .. prior co oubmlttln9 a bid. e. Tho plane lor •he .. ork sh" .. Gonc:lltlono a• •h"~ ar .. ,ouppo&eGI or believed ~ •he LanGie,:.ape ArGhlteet •o exlet. It l,o Conl;racl;or's r .. i>poni>lblll•~ •" lnlorm Landec,ap .. Archl•ec• ol any variation b ......... n plane and ac•ua I ol•e eonc:lil;i"n• prl"r l;o ••ar•Jn9 an~ .. ark. Should C"ntrac•"r be91n .. ark .. 1J;hout verll~lng II plane ma•Gh oil;s GonGIJ•l"n•, ContraGtor aooumeo all r .. spon&lblll•~ lor an~ loe.se& he ml9ht Incur. . 1.0"1 SAFeTY CODeS AND ReGULATIONS, The C"nl;rae•"r shall lamlllarlz .. hlmsell >'ll•h anc:I .. 111 eompl~ .. ,th all leGl .. ral, e.tat .. , and loc,al la .. e., orc:llnanc;e, rule,o, ,;inc:1 re9ulai;Jons lneluc:llng Calll"rnla-OSHA Sale•~ Orc:lere p•or•alnln9 t" •he psrlormanc .. "' •he .. ork. 1.10 CONSTRUCTION SAFl;:TY, Th .. Gl .. sign, ac:lequae~, anc:I aale•~ ol ereetlon, exeava•lon, brac;Jn9, ,ohorlng, J;9mp"rar~ eupports, ... c. Is •he "'"I" r .. •p"nelblllt~ "I •h .. Con•rac-,•or. Th .. Contrac•or Jo r .. eponelble lor •he ••ablll•~ ol •he etruc•uree anc:I .. xeava•l"n• ,;ind ohall pr,.,vlc:le •he n .. c .. oear~ bracing •o provlc:lo ••ablll•~ c:lurlng •he entire eono•ruc•J"n progreaa. Obeerval;J"n viol•• •o the elte b~ •he LanGiec;ape Archl•eet or hie. conoul•an•• shall no• lncluGI .. lnepeetlon ol •h" above Jteme. I.II FeRFORMANCe AND FAYMeNT 60NDS, IF requlrec:I, •h" Con•rac•or shall GiellvBr •" o .. n,>r t .. o ouret~ bonc:le .. 1th 900Gi anc:I e.ulllelsn• our .. t1 .... Th .. bonc:ls ehall be ma1nta1n .. c:1 ~ th .. Contraet"r In lull l"rce anc:I ell .. et: .. c:1 until eomplei•lon anc:I accsp•ance "' •he .. ork. A. Ma•erlal anc:I lab"r b"nc:1 In tho sum of 50% ol •he con•rac• price. El. Ferlormance bond In •he eum ol SO% ol •he ""n•rac• prlc .. conc:lltlonec:I •" ""ver all guaran•seo ol •he G"ntract. 1.I:l INSURANce, The Con•rae•"r ohal I c:le liver '" o .. ner c .. rtJIIGatee. ol inouranee ao evJGienc .. ol eoverage .. 1th o .. ner anc:I Lanc:loeape Archl•ec• 11•• .. c:I ao aGIGll•Jonal lnsurec:I. A. ~ri<Br,o' Comp,,n,oatl"n Insurance and empl"~ .. r',o Liablll•~ Insurance; e. Comprehen,olve Liablll•~ lneurane .... 1th limit• ol n"t leo,o than $500,000 per an~ one per,;on anc:I tl,000,000 per an~ on .. oGcurrenGs ao •o boGIII~ inJur~ or c:lea•h anc:I $:lS0,000 per occurr"enee c::1s to propert~ a'ama9e. 1.16 LANOSC:-AFe ARCHITeCT'S LIAEIILITY, The o .. ner and C:-"n•raGt"ro, recognlzln9 J;h .. ln.h .. r .. n• risks Gonnee•ec;;I .. l•h cone•ruc•l"n, a9ree •o limit ,;iny and all liablll•y, c;lalm l"r damage&, """• ol Gielenoe, "r .. xpeni>ee •o be lev1 .. G1 a90Jn,o• •he LanGiecap .. ArGhl• .. "• "n ""Goun• "' an~ Gieo19n Gieleel;, errc,r1 omission, or proPesslonal no,9ll9enc.e to a sum not be, ,i,xe,eh,d the am,.,un• ol •he LanGioeape Arc,hl•ec,t's lee. I.OJ 1.0::2 SUFeRVISION, The C"n•r""•"r ohall supervl•e anc:1 c:IJreet •h .. elliGlen• porl,.,rmanee "' •h .... ,.,rk In aGeorc:lcanee .. 1th hl,o bssl; okll I, attenl;ion, and JuG19men•. He •hall b .. s"lel~ r .. •p"nelbl .. l"r •hco meane, me•h"Gis, ... chnlquea, eequ .. nc .. e, anc:I pr,.,cec:lurso ol conol;rue•lon and ohal I b .. reep,.,nolbl .. l;o ,;oe •ha• •he llnloh .. c:I .. ork ""mpI1 .. e Pully .. 1th th .. Con•rae• D"Gum .. n•e. He eh,;,II have a repreoenl;a•Jv .. In char9 .... ho ehall be a eomp .. J;en• ouporlntonc:lon• and Gilr .. e• •he pro9reoo "' •he .. ,.,rk anc:I .. ho ehall k:>e authorized t" reeelve Jnstrue•lono and •o ,;ict: For J;he C:-on•r<:1e•or on all matters relating t:o •he .. ork. 1.06 C:.UALITY OF LASOR AND ~RKMANSHIF, A. At all •lme alter G"mm .. ncemsn• ol the .. ,.,rk, Con•rac•or shall provide an aGiequa•e .. ork lorc.e "' competen•, oultabl~ quallllec:I anc:I •rained pBre,.,nnel •" eurve~ anc:I la~ "u• tho .. ,.,rk and cons•ruc• •he projec• and shall eauos ouc.h .. ark lorce •o .. xeeu•" •he .. ,.,rk In eonl,.,rmane .... 1th th .. be•• •rac:le prac•Jcee, Pree lr"m laul•• and dol .. c•• In acc.orc:lanes .. l•h •he requlremen•• "' th .. Contr<:1e• Documen••· e. Any subconi;rac•or or laborer empJ,.,~ec:I upon •he .. ork .. ho, In the oplnl"n ol •hei LanGioc,aps Archl•oct anc;;l/or o .. ner, lo non- coopera•lv .. , or .. ho shall prove eareJ .. oa or lnc"mpel;en•, ahall be lmmeGila•el~ rem,.,vec:I lrom •he .. ork b~ •he Conl;raGt"r, .. hen no•lll .. c:I •o c:lo oo, anc:I ,ohall not b .. r .. -emplo~sGI on this proJsGt. 1.04 C:.UALITY OF MATeRIALS AND eaUIFMeNt, All m,;iterJalo anc:I eiqulpment Incorporated Int" •he .. ork ohall be ne .. unle•• o•her .. loe •p .. c,Jlleal I~ provided In •he Con•rae• Doeumen••· MaJ;erlals and equlpmenl; not other .. 1,0 .. G1 .. e19nateGI b~ c:lecall .. Gi speelllea•lon,o shall be ol •he be,ot eomm .. relal quallt~ and ,ohall be ,ouJ•abl .. lor •he purpooe ln•enGieGI. II rsqulrec:1 by o .... n .. r, Con•raet"r shal I lurnl,oh evlc:lenee sal;islae•or~ •" o .. no,r ao •o •he klnc:I anc:I quall•.y ol ma•srlale anc:1 .. qulpmen•. All material• "nGI equipment ,ohall be ln••allsGI psr •he manulae•ur .. r'• rsGommendat:lone. I.OS SUSSTITUTIONS, A. Subml• eubotl•u•l"n• "' ma•erlale or me•hoc:le pr,.,pos .. c:1 •o LanGioeape Arc,hJ•ee• In .. rl•Jng /or appr,.,val "r denial "n ........ 1< prior l;o oubmlttal ol bid. Sube•l•utlono .. 111 be approved onl~ IP ma•erlal,o . or mel;h"Gi• are c:lsmonel;rabl~ ,ouperl"r In quallt~. i-!anulaGcursr's ll•ora•ure alon .. ma~ no• be sulllc.len• svldenc.e "I prool ol ouperlorl•~· A rsquse• /or a sub,o•ltu•lon ""n••ltu•o• a ropreoen•a•Jon J;ha• .. ark.Br• anc:I eon•raG•"r• .. alve al I claim• lor aGic:ll•l"nal labor "r ma•erlal cos•• .. hlch ma~ beG"me eub6equon•ly apparent: ~ •ho us .. ol &UGh oubo•J•u•eGI ma• .. rlals "r pr,.,Giuc•s. I• lo •he Con•rac•"r's r .. op"nolblll•y •o pr,.,ve tho• •he reques•eGI oubo•l•u•lon lo In /act: Ue,quc:::11.11 e. II m"r" •h<:1n "n .. manulae•urer Is opeellleGI In th .. os e.p .. clllGa•l"no, JI; le th .. Con•raGtor'o op•lon •o eel.,GI; ch .. "n .... hlch h .. may c:;1 .. olre t:" uee. II m"re than "ne llnloh or ••~le lo avallable In th., l•Bm opeclllec:I, •he c"n•rac•or lo obll9atoc:I •o all" .. •he o .. nor 1;,., make J;he oelec•Jon. 1.06 LIST OF suecoNTRACTORS AND SUeLeTTING ~RK, A. No par• "I •h .. c.ono•ructlon .. ork ehall be c:l"n" ao pleco .. ork n"r shal I I• be lelt to a oubcon•raGt:or alter •he ex .. cu•lon ol •he orl9lna I con•rac• 6XGep• ao auJ;h,.,rlzec:I In .. r1tln9. In cao .. parl; oF •h .... ark her Ii eh,.,ulc:I be eubl .. •, l;hBoe 9eneral GonGll•lone shall 9ovBrn .. aGh •rad .. Jn,o"lar ae they may opp ly to •he .. ark ol •hat: •rac;;I ... e. No eubc,.,nl;rac• ma~ be aeelgneiGI or tranelerrec:I excep• ae au•horlzec:I In .. rltlng b~ •he Conl;raet,.,r. C. Thei Cont:raGtor ohall, al; all •Jmee, be responoible lor the aoslgnec:I or •ranoleirrec:I i"l"rk •" •he same ex•en• as II che aesl9neGI or tranelsrrec:I .. ork •o •he oame ex•en• as II he .. ere c:lolng, or hac:I c:lone, •he .. ork. D. The Con•rac,l;"r ,ohall oubmlt: •o t:hB o .. ner a liel; "I •he subc"ntraG•"r"' .. 1th Gle•ails ol •he P"r•ions ol •h .... ark t" be p .. r/,.,rmeGI ~ eaGh. SubGonl;rac,•"r• shall be eubjsGI: •o •he approval ol •h .. o .. ner and Landscape ArGhil;eGt:. 1.0"7 FATeNTS, In th .. svBn• •hat any pa• .. nteGI ar•Jele, ma• .. rlal, or proG .. ss lo•" be lns•all .. c:I or usec:I In •he perlormanGe ol th .... ark ""' oho"'n on •h .. plane or parl;Jc,ular speGIIIGal:lon,o •h .. rBlor, •h .. Cont:raetor ,ohal I pay •he r"yall;~ ehe1r9eable and shall save, keep, and bear tr!e 01,11,(ner and L.andsc.ape Arehil:ec,• harm le•• Prom al I Giama9e, eo•••• and .. xp .. n• .. • by reas"n ol •h., ,allur .. •o pay the ro~al•y char9eabl .. l"r •h .. us .. •h .. reol; anc:I an~ loss to •hei o .. nor In •h• even• J;ha• •he o .. ner le .. nJoln .. Gi lrom us1n9 ,ouch pat .. n• .. c:I article or ma•erlals anc:I th .. lnGlc:l .. n•al c:lamage causec:I b~ tho I"•• "' ue .. anc:I c:lama90, l;o o .. ner'• pr,.,perty In r .. m,.,vlng eame, •he """t ol replacln9 •he ar•Jcle or mat:erlale •he uee ol >'lhich lo enJ"lnec:I. Frovlc:leGI lur•her, •ho bond !or Palthlul perlormanc .. shall be c:leem .. c;;I J;o expressly appl~ t" •his provlelon ol •h .. epeelllca•l"ns. 1.oe PeRMITS, LlceNses, AND INSFeCTIONS, A. The Contrac•or ohall "bl;ain and pa~ lor all p .. rmil;s •09el;her .. 1th all lne.pec:.t:Jon,o requlr .. Gi In connec•Jon .. 1th •he .. ark 1;,., be c:lon .. unc:ler t:he conl;ract, unleee o•her .. 1s .. epecllloc:I bol,., ... e. The Contraetor >'till provlc:le and pay /or any spec.Jal "r c.onl;inuouo ln,opee•lon oP th .... ork done under t:ho con•rac•, .. h.,n speGlal or eon•lnuous lne.pectlon lo not:eGI belo ... I.O"I LA~s. ORDINANces, RULes, AND ReGULATIONS, Th• C:-on•rae•or shall give all nol;ic .. • required by and ohall o•h .. r .. Is .. lull~ eompl~ .. 1th all la .. •, orc:llnanc. .. o, ruleo, and regula•Jons applJ,:,able •" t:he commencemen•, proeecu•l"no, and completl"n ol •he .. ,.,rk. In •he even• C-On•rae•or "b,oerveo "r Gilocov .. re. tho• the Con•rac• Doc.umen•• or any por•lon •h .. re"I are In an~ .. a~ a• varl"nce .. 1th any oueh la .. o, orGilnancee, ruleo, or regulatlone, Con•rae•or ehall promp•I~ 9lve L"nc:leeape ArGhlt:ec• .. rlt:•en n"tlce •hereol. Sh,.,ulc:I C"n•rac•or perlorm any .. ork 1,;n,.,.,..Jn9 tha• I• Is ""ntrar~ •o any euch la .. ,., orGilnaneeo, rule• or re9ulal;J"n"', "nGI .. i•h"ul; suGh no•IGe •o LanGieGape Archl•oc•, Con•raG•or shall bear all Go••• and expenses arlolng therelr"m and aosocla•ed t:h,,re .. Jth and lnGiemnll~ and holc:1 harmless o .. n,,r and anyone Gilreel;I~ or lnc:llreG•ly employee:! by o .. ner lneluGIJn9 th .. Landsc,ap .. ArGhl•ec• lrom and a9alns• all Giaimo, liablllt~, Giama9e, looses and "xpenoe,o, lneluc:lln9, .. 1thou• llml•ai;l"n, attorney,o' lees arleln9 In Gonn .. c•l"n •here .. l•h. TREES TO EE PLANTED A APPROVED FOR PLANTINe MIN. OF 6' FROM ED6E AND IRRIGATION ONLY, I.JO SAl"eTY AND FROTeCTION, C:-"n•rac.•or ehall <>amply .. 1th all ,;ipplleable la .. •, ordlnanc;ee, rulee, regula•l"no, anc:I "rders ol all governmental ageneles anc:1 au•horl•lee having JurlsGIJe•l"n f"r the s<:1let:~ ol peroons or pr,.,psrt:y Prom Giama9e, loee, "r inJury and ohall be reep"n,oJblo l"r lnl•la•ln9, maln•alnln9 and oupsrvlaln9 all ,oals•~ prec,autl"ne and pro9rams In ""nnoctlon .. 1th t;he .. ,.,rk. Con•raG•"r shall •ake all pr<>Gautl"n• nec.e••ar~ Por •he oaf .. •~ of and ohal I pr,.,vJGie all pr,.,teG•l"n nec,e,ooar~ •" pr .. vent olama9 .. , I"••• or JnJur~ to, A. All .. ,.,rkm .. n anc:I "•h .. r p .. reons on or abou• •h., olto anc:I all o•her p .. re,.,ne .. ho may b .. a11 .. c.t: .. c:1 b~ •he .. ork; El. The .. ,.,rk 1to .. 11 anc:I all materials anc:1 equlpmenl; lncorpora•ec:I or '" bB lnGorp,.,ra• .. GI •herein, .. he•hor In s•"rage "n "r oll t:he sl• .. ; C. All o•h .. r pr"p .. r•y a•, adJac. .. nt to and ,;ib"u• •hei ol•o, lnc:.luGilng, .. 1thout llmlt:a•lon, •r .... o, shrubs, la .. ne., .. alke, pavemen••, roac:l .. <:1~•• e•rue•uree, anc;;I utllltl .. e .. hlch are no• GieelgnateGI lor rem,.,val, rel"c.atlon, or replac. .. ment ae. par• ol •he .. orl<. I.II eXISTING UTIL.ITY LINeS, E:xuopt a,; lndle,;ibe,,::I ~ the Gira .. lnge or opeclllc.atlono, the Con•ractor .. 111 not be llablB Por th .. re-rou•Jng "' exl&tlng ae•Jve unGiergrounc:I lines .. hlch may bo c:lloG"verec:I c:lurlng t:h .. pr,.,9r .. e.e "' .. ork. C-On•rac:.•"r ohall verily loca•l"n ol exlo•lng u•llltleo .. 1th ,;ippr,.,prla•o u•lllt~ ""mpanloo prl"r •" ••ar•lng >'tori<. Con•rac•or ohal I be liable lor c:lama9e c:lone to exloi;Jng ul;Jli•l .. e. Con•raG•or ehall eon•aet 1-!>00 DIG ALeRT anc:I have all exlo•ln9 u•lll•Je,; loca•sd prior •" Gommencemen• oP conetruc•lon . I.OJ I.O:l Fi.eF'AIRINcS INJUF<eD ~RK A. Al I por•l"n• ol •he .. ,.,d, •ha• ma~ be broksn or Injured b~ aec:.IGien• or In the G"uro .. ol or on c,,:,count of bul I ding operations or by rea,;on ol an~ ot:her cause .. ha•eoeiver during the progresa ol •hei .. ark, ,oho 11 be Garelully anc:1 nea•ly reipalrec:I or re,:.,.,ns•ruG•ec:I anc:I •he >'lhol• lelt In lire!; Glas!> ""nGIJ•lon anc:I •urned over •o •he o .. ner reac;;ly lor uee. e. Sh,.,ulGI any par• ol •he .. ,.,rk ol t:hls eon•rc:iGt: be cut: ln•o or damaged ~ o•her ""ntraet:or,o, •he o .. n•>r and part~ Gauoln9 ,ouGh c:lama9s shall mak .. aGIJue•men•• b ......... n them,oelve,o relative •o roG"n••ruGtlon, r .. palro and paymsn•. 1.06 MUTUAL ReSFONSIEIILITY OF SUEICONTRACTORS, each subGon•raGt"r shall perlorm •he .. ark ol •he G"n•raG• oo t:ha• I• .. 111 proper!~ G""rdlna•e .. 1th and II• •h .... ark perlormsGI by ol;her ,oubc,ont:rae•ors. He ehall 91ve each "•her eubcontrc;ic•or over~ reas,.,nable opport:un1•y to p .. rlorm •heir .. ,.,rk, ••"r" ma, .. rlal,o, and plaGe squlpm .. nt: th .. r .. l"r, anc:I II• •heir .. ork '" th .... ,.,rk "I o•her subcont:rae•"rs. 1.04 COOFe:RATION ~ITH OTHeRS, A. eaGh subGon•rac•or e.hall """P'""•o .. 1th o•horo In •h .. execution "' al .. ,.,rk anc:I ahall n"t: ln•erlere >'ll•h mal;erlal, appliances, or >'l<:>rl<m .. n "I "•her subc"n•raG•"rs. e. Al I oubc"n•raG•"r• en9a9oc:I In .. ,.,rk at th .. eJJ;e, shall have, lnoolar ao prac•IGablo, oqual uee "' •h .. pr .. mlo .. o and laclll•l .. e. In ,:.aes ol c:lloagreoment regarc:lln9 ouGh uee, •h .. m,;itter e.h<:1II be relerreGI •o •he o .. ner, >'tho c;;leclalon rela•lve t" e.alc;;I us .. ohal I 9"v .. rn. I.OS OJl',INeR'S RIGHT TO DO ~RK, o .. n .. r ma~, a• I•• o,:,Je "ptlon, perl"rm, or con•rac:.t Gilreet:I~ .. 1th o•her con•rac•"r• l"r tho perlormancei "' o•her .. ,.,rl< r6la•Bd •" •he proJ.,G• on such •erma and conGIJ•l"n• ao o .. ner shall, In I•• e"le Gilsc;retl"n, c:,h,.,ooe. 1.06 PROVISIONS FOR eXTRAS, N" nB .... ,.,rk "' an~ klnc:I shall be c,oneJGl .. reGI an extra unleeo a e .. paral;e e••Jma•ei lo given lor ealGI .. ark belor .. It: le eomm .. ncec:I anc:I un•II eamo le approved by t:he o .. ner excep• lor .. xtra "'"rk orc:ler .. Gi by •h .. o .. n .. r ac:.corc:llng •o unJI; prlcee .. hleh have boen bic:I. An~ .. x•ra >'tork perl,.,rm .. GI, n"• authorlz .. GI ae pr"v1G1 .. G1 above, shall no• be paid lor b~ •he o .. ner. 1.0"1 TeSTS AND INSF'eCTIONS, A. The o .. ner ohall hav .. the rlgh• •o •eot:, lnopeet, and approve or require the •e••ln9, lnopeG•lon, and approval ol all ma•erlals and equlpmen• lurnlehec:1 anc:I all >'l"rk perlormeGI unc:ler •he Con•raG• D",:,umen••· In ,;iGIGll•lon, II the C:-on•ra,:,• Do<'-umen•• or •he la .. s, orGilnanGes, rulee, re9ulal;ion,o, or any o•her ol •he public. au•horlty havln9 Jurlec:llctl"n require •he .. ork or ,;in~ por•lon •hereol •o be epec,Jllc,ally lnepeGt: .. Gi, t:he Con•raG•or ehall arran9s, P"'~ /or, and Giellv .. r eer•lllcat .. ,. oP lnspeetlon, •e,ot:Jn9, and appr,.,val t" o .. n .. r. e. The Cont:rac•or •hall no• eovsr up an~ .. ark requlrln9 ln,opsGt:l"n un•ll the same hae been appr,.,voGI by •he appr,.,prla•• au•horlty. II .. ori< ohoulGI be covered up belor .. beln9 lnspee•ec:I, J;he Con•rae•"r .. 111 b .. required •" rem,.,ve ,;uch por•lone ol •he .. ork ae ma~ bo nseso,oary •o Gilocl"se •hs part: In queot:lon. I.O!> SHOF DRA~INGS, Conl;raGl;or ,ohall pr,.,vlGie ""mplsts ohop Gira .. In9s lor all J• .. ms speclllec:I lor sh"P c:lra .. 1n9 oubmlttal. Sh"P c:lra .. In9,o shall lnc:llca• .. all mat .. rlal me•h"Gis "' a••achm .. nt: anc:I llnlsh. Sh"P c:lra .. 1n9s eha 11 be approved prior •" labrlca•lon. I.I I AFFLICATION FOR FROGRess FAYMeNTS, Ae "' •he enc:I "I oaGh calendar month during eone,truetlon, but ln no event more o¥ten than once mon•hl~, Contrac•"r •hall submit •" o .. ner !or r .. v1e .. anc:I appr,.,val a c.omple•ol~ llllec:I oul; anc:I sl9nec:I AppllGa•lon /or Faymo,n• covorln9 •he .. ,.,rk Gomplete.:il ao ol l;he date ol suc.h appllGatlon. eaeh eueh Appllc,;iclon l"r Payment ehall be accompanloc:I by lully-.. x .. Gu• .. c:I unG"nc:lltlonal rel.,ao .. o anc:I .. alV6r& .. here~ al I per&ono anc:1 par•l .. s .. h" perlormsGI labor, eubcon•rac.• .. ork "r "•her oervlcoo up"n chs pr"J .. et, "r >'tho •"lc:I, leased, lurnleheGI, "r "•h .. r .. loe ouppllsGI •o "r l"r •h" ue .. "' or •"· b .. ""neumeGI In •h .. pr"Jec• .. qulpmon•, mat:orlale, appllanc.ee, or ,.,.h .. r g""Gi•, rel .. aoo anc:I .. alvo, •o and lneluc:llng the c:lat:e "' ouch appllGatlon, all mechanic:.'• lion, e•op no•lce,, oquJl;able lien anc;;I labor and ma• .. rlal bonc:I rlghoo on the pr"Jec:.• . I.1:l O~R'S RIGHT TO SUSFeND OR CANCeL ~ORK, A. The conl;raGt ent .. rec:I Int" unc:ler •heee epeclllc.atlono may be ... rmlna•eGI by •he o .. ner .. 1.hou• llablll•~ l"r Giama9 .. ,., .. h.,nover the o .. ner Je preivenleGI by operation oP l<:1>'l, an Ae t: oP God, or b~ •he ollic.lal aGtl"n oP •he public, leGieral, ot:a•o, "r municipal auJ;hor1t1 .. e Prom comple•lng •he .. ,.,rk ""n•empla•"c;;i h.,r .. unc;l.,r. e. In •he .. ven• ol ouch c,;incella•lon, •ho Cont:raGtor ehall b .. paid lor •he .. ork <:1c•u<:1II~ done belore not:lcei ol cancellal;J"n I& 9lven t:o •he C"n•rac•"r. II ,J;he ""n•racl; pr,.,vlc:leo lor payments •" •he Conl;rac•"r on •he baol& ol unit prices oe• lor•h !;herein, •h .. amounl; Glue •he Con•raG•or upon canc:.ella•l"n ehal I be computec:I "n •h .. ba•ls ol ,;uc,h unll prlGes. IP •he eon•rac:.• provlGiso lor •he payment ol a llxeGI e,um lor •h .. enl;ire .. ,.,rk, or any GiellnJJ;e por•lon chere"I "•her •han a uni• "' moa•uremon•, •he C"n•raG•"r ehall b .. paid •he oame proportl"n ol ouch eum up"n Ganc,ellatl"n •ha• t:h .... ,.,rk don" boare •o •he •o•al .. ark, or c:lellnlte P"rl;i"n •hereol, lo be perlormsGI unc:lsr t:h .. ""n•rac•. C. No•Jce ol ouch cancellat:lon ehall be 91ven In .. rll;Jn9 and shall b .. Giepoel•eGI In t:h., Un11; .. ,:.1 Sa•e• mall In a eealec:I enveJ,.,pe .. 1.h poeta9 .. prepaid and GilreG• .. GI •o J;h .. Con•rae,or al; hie ac:IGlr .. ee ae lllec:I .. 1J;h •he o .. ner. 1.01 eXTeNSION OF TIMe, In •he ev .. n• It ls G1 .... m .. G1 n6cee.sar~ by the o .. ner •o "x•enc:1 ch .. •Jme ol comp IB•lon ol J;h .... ,.,rk •o be done unc:ler •heeo sp .. c:.lllcatlone, such .. xl;enelon ehall, In n" .. a~, r .. 1 .. ae .. an~ guarant:y glvon ~ th .. contrac•"r purouan• •o the provlsl"n• "I l;h .. ., .. spoc,JIJc,atl"no, "r •he concracl; 1 .. t hor .. unGier, "r •o reI1 .. v .. , or release the euret:I .. e "I •h .. b"nc:ls ..x .. cuJ; .. GI pureu,;inl; •" •h .. oald pr,.,vlelono, I.O::l c:;.L!;:AN-UF, At c:1I1 •Im .. • c:lurln9 •h .. ""ureo ,:,I •he .. ,.,rl<, •h .. Con•rae•"r oha 11 ke .. p •h" sit .. Ir .... lr"m acc:.umula•lone. ol .. ao•e ma•erlale, rubbish, and oi;her Giebrl• reeultlng t:he .. orl< and shall •ake ouch ac•lon as le n .. c .. soary •" preven• anc:I ""n•r"I c:lu••· At th" ""mpl .. •lon ol •he "'"rk, Con•raetor shall remov .. all •omp,.,rar~ otruc;J;ureo, to"I•, ""netruGtl"n .. qulpm .. nl;, and machlner~, eurplue ma•erlale, .. aots ma•erlalo, rubbish, anc:I Giebrlo lr"m ,;ind aboul; che elte ,;ind ehall leave •he oJl;e clean anc:I rBac:I~ P"r uo .. b~ •he OJ"ll.ner. 1.06 COMFLeTION, A. Completl"n lo c;l91JneGI ae being .. hen all ""nc:IJl;J"n• "' •h .. Gon•rae• havB b .. en ac:.,:.,.,mplloh"Gi Including •h .. opecllleGI malnt .. nane" pBrl"Gi. sp .. elPJc.all~ >'lhsn all J•smo are lno•alleGI, •he area• ,:,lean .. GI and •he maln•enanc; .. perl"c:I o,;it:Je.lac•orll~ ""mplet .. c:1, anc:I .. h .. n all ep .. c.lal •oole and <>qulpm .. nl;, lne•rucl;ione, .. rltten 9uaranteee, ae- built piano, lien releae .. • and an~ Jt .. me required b~ •he Con•rac•or c,,.,,:.umen•• have been properl~ eixeeuteic:I anc:I c:lellverec:I J;o •h .. O~nsr. e. Th .. LanGiec,aps ArGhJJ; .. Gt ohall have lull author!•~ to aGG .. pl; or reJ .. Gt: che GontraG• Item,; anc:I .. 111 promp•ly n"tll~ •he o .. ner ol ""mple•Jon. 1.04 cSUARANTee, In ac:lc:ll•lon •o epeclllec:I guaran•eee provlGiec:I lor In •he ,oepcara•., s .. etlon• ol •h., ,op.,elllea•lon,o, the Con•rac•or ohall 9uaran• .... In .. r1t:1n9 all .. ,.,rkmanehlp and ma•erlal• •o be Pree lrom Gieloct lor a perloc:I ol "ne year Prom •h., Glal;e "I aGGep•anee ol •h .... ark by •he o .. no,r .. l•hou• aGIGiltlonal Go,o• t:o •he o .. ner. I.O<i SAMFLes, Con•rac•or ohall pr"vlc:le samples lor all ma•erlale epoclllec:I •" Include eamplea. All e.ampleo shall be appr,.,vec:I by o .. ner's Fi.epree .. n•atlvs In .. rltln9 prior •" G1 .. I1ver~ l;o •he proJeG• oJl;e. 1.10 TeMFORARY FACIL.ITles A. ereel; ,;ind pr,.,perly maln•<:1ln ,;it all l;imee ae requlrec;;I by eonGIJ•Jone anc:I pr,.,9r .. ee ol the .. ork, all n .. Geeeary anc:I r .. qu1r .. c:1 prot .. G•lv .. barrleaGl .. o, lnc;luGilng a 6' h .. 19h• eh,;iln link, ... mporary c.onot:ruGt:l"n , .. nc.<> .. 1th 0GGeoe 9ate, 1 .. nc.ee, anc:I "•h .. r eale9uarc:l,o Por th .. pr"•eGtl"n ol .. orkero anc:I th .. public;. Verll~ llmJJ;o ol area .. 1.h o .. n .. r prior •" lnel;alla•lon. ~er .. •heee barrlcaGieo and lenc:.eo are vlelblei t" th .. public., pc:1ln•, "r otheir .. Je• llnlsh them In ,;i manner aGGBp•able to •h" Lc:1nc:lecape Archlt .. Gt. e. At: all time• during c:,"notruc:.tl"n "r erec:.t:l"n "' proJec.t "r Jt,o ""mponen• par••• prl"r •" completl"n "I th .. ••ruc•ural lrame "r placement anc:I p .. rmanen• eonn .. ctlon "' ""mponen• members •" J;he ••rue•ural lrame, provide,, lno•all, anc:I maln•aln properl~ G1 .. e1gn .. G1 and c:.ono•ruc•eGI ... mp,.,rar~ braelng ol ac:lequa• .. e•reing•h J;o preven• c:llol"Gatlon, c:lletor•l"n, crac;klng, lalllng-"11, or any "•her c:lamage •o •he .. ark or an~ "' Ito componen• par•• Glue •o lorese .. oble normal .. xceoolve .. Inc:lo anc:I ear•hquai<B lorGeo, .. ithoul; aGic:IJ•lonal co•• l;o o .. ner. Repair or reploGe a• no aGic:leGI ""••• damage por•lone ol >'tori< ol ""mponon• par••· C. Fr,.,vlGie 6' ht:. c,haln link barrleaGI .. around Girlpllne ,.,p .. x1etln9 •r .. es •o be pr"•ec•eGI. Maln•aln barrlGac:le, and prevent an~ mat:erlals storage or vehicular 0GGess i'41thln protected area. DRAWN JP APPROVED MM REVISED OF HARDSCAPE INCLUDING PRECISE LOCATION OF PLANTING AREAS. I.ANDS< 'API• ARCHITECTURE JOB NO. DATE 04-142 DATE INITIAL 04-11-05 ENGINEER OF WORK REVISION DESCRIPTION SCALE AS SHOWN INSP OR DATE: INITIAL OATE INITIAL OTHER APPROVAL CITY APPROVAL CITY OF CARLSBAD PLANNING DEPARTMENT PLANTING SPeCIFICATIONS FOR, RANCHO SANTA FE ROAO -PHASE 2 STA. 251+50 TO STA. 26':/+20.65 011209 "' 0 0 -"' 0 ·,,)· ~' ... "° I 0- tXJ I / )