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HomeMy WebLinkAboutDWG 432-2D; SDP 01-01B; BILTMORE PACIFICA; 01-20• GENERAL NOTES 1, THIS 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 PROMPTI.. Y SUBMITTED TO THE CITY 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 s1,ooo,ooo.oo FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF 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 TITI..E SHEET. 8. 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 CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTSJ 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 __ 1l-fi FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLE:.Ii,9N OF. THE FIELD TESTS. .L,., 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 THROUGH THE PERMIT CLERK (760)602-2740 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING 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 THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY 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. THIS PLAN MUST BE PREPARED FOR AU,. 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 ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED 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, OPERATIONS WILL CEASE IMMEDIATELY, AND llHE 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 AND 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. llHE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS 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 UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 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 (ABOVEGROUND AND UNDERGROUND) WlllHIN THE PROJECT SITE SUFFICIENTI.. Y AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WlllH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES {SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WlllH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E SBC ADELPHIA .CITY OF CARLSBAD(STREETS AND STORM DRAIN) .CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) •SAN DIEGUITO WATER DISTRICT • VALLECITOS WATER DISTRICT •OLIVENHAIN WATER DISTRICT *LEUCADIA WASTEWATER DISTRICT BUENA SANITATION DISTRICT AS APPROPRIATE 1-800-422-4133 (760)438-620D (760)489-3441 (760)438-5241 (760)602-2720 (760)438-2722 (760)753-1145 (760)744-0460 (760)753-6466 (760)753-0155 (760)565-5657 STREET NOTES 1. ACTUAL STRUCTURAL SECllONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTf:D 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 llHE 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 LUMINAIRES 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. FOR PRIVATE STORM DRAIN PIPES. UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS llHAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WlllH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24. CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.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 Ml9. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED. PERPETUATED AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM -DESIGN CRITERIA. STANDARD DRAWING AND SPECIFICATIONS". AND THE STANDARD SPECIFICATIONS, MARCH 1993, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. LATEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM. A PERMIT SHALL BE OBTAINED FROM TIHE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. [760] 438-3891) WATER NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S PROCEDURAL GUIDE -GENERAL DESIGN REQUIREMENTS AND STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC POTABLE WATER FACILITIES, DATED OCTOBER 1993, OR THE LATEST REVISION. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL B£ OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DEPUTY CITY ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION (TELEPHONE N0.[760] 438-3691) FOR SCHEDULING. 5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY llHE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF REC~AIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER 1993 OR AS AMENDED. 8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER. THE DISTRICT ENGINEER WILL CONSIDER AN AL TERNA Tl VE FORM OF PROTECTION. 9. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL POTABLE WATER METERS SHALL BE 5/8" {UNLESS 071-IERWISE NOTED ON PLANS). 10. ALL WATER METER BOXES Sl~ALL BE ARMORCAST. 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 5 FEET. 12. THE TOP OF WATER METER 130XES SHALL BE FLUSH WITH THE FINISHED SURF ACE GRADE. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM llHE 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 PROFESSIONS CODE. AND THAT THE DESIGN IS CONSISTENT WlllH CURRENT STANDARDS. 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: BY: LANG ENGINEERING COMPANY 561 SAXONY PLACE, SUITE 101 B ENCINITAS, CA 92024 (760 487-1918 (7 0 487-1917 FAX !CHARD G. LANG, R.C.E. 39 REGISTRATION EXPIRES: MARCH 31. 2007 VICINITY MAP WORK TO BE DONE ' ' ·' I CITY OF' OCEANSIDE 7s Section 4216/4217 of the Government Code requires that a Dig Alert Identification Number be issued before a THE IMPROVEMENT WORK SHALL BE 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 "Permit to E:<covate" will be valid. 3. THIS SET OF PLANS For your Dig Alert 1.0. Number Call Underground Service Alert 4. RESOLUTION NO. 5881, 5882. 5883 DATED MAY 4, 2005. TOU. REE 1--800-422-4133 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) PACIFIC OCEAN PROJECT SITE CITY OF VISTA CITY OF ENCINITAS CALIFORNIA COUNCIL OF CML ENGINEERS Ile LAND SURVEYORS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. TIHIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TI-JESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTIMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. FEMA FLOOD ZONE INFORMATION SUBJECT . .PROPERTY LIES WITHIN ZONE X AS INDICATED ON PANEL 06073C1031F DATED JUNE 19. 1997. LEGAL DESCRIPTION THAT PORTION OF THAT CERTAIN PARCEL OF LAND SHOWN AND DESIGNATED AS DESCRIPTION NO. 3, 78.01 ACRES ON RECORD OF SURVEY MAP NO. 5715 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. DECEMBER 19. 1960. BEING A PORTION OF LOT "G" OF RANCHO AGUA HEDIONDA, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. ACCORDING TO THE MAP THEREFORE NO. 823, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. NOVEMBER 16. 1896. LYING SOUTHERLY OF THE CENTERLINE OF COUNTY ROAD SURVEY NO. 1534 AS SHOWN ON SAID RECORD OF SURVEY MAP NO. 5715. (NOW KNOWN AS PALOMAR AIRPORT ROAD) AND LYING WESTERLY OF A STRAIGHT LINE DRAWN NORTHERLY FROM THE MOST NORTHERLY CORNER OF THE "DESCRIPTION NO. 5" OF SAID RECORD OF SURVEY MAP NO. 5715 TO A POINT ON THE CENTER LINE OF SAID ROAD SURVEY NO. 1534, DISTANT THEREON NORTH 78'54'09" WEST. 110.74 FEET FROM THE WESTERLY TERMINUS OF THAT 120D FOOT RADIUS CURVE IN THE CENTER LINE OF SAID ROAD SURVEY NO. 1534 AS SHOWN ON SAID RECORD OF SURVEY MAP NO. 5715. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER: 212-040-25 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS PLAN IS A PORTION OF THE CENTERLINE OF PALOMAR AIRPORT ROAD AS SHOWN ON RECORD OF SURVEY MAP NO. 13466, I.E. N7B"19"31"W. SITE GRADING GUIDELINES ALL GRADING ACTIVITIES SHALL BE LIMITED TO THE "DRY SEASON" APRIL 1st-OCTOBER 1st OF EACH YEAR. GRADING ACTIVITIES MAY BE EXTENDED TO NOVEMBER 15th OR BEYOND WITH WRITTEN APPROVAL BY THE CITY ENGINEER AND ONLY IF ALL EROSION CONTROL MEASURES ARE IN PLACE BY OCTOBER 1st. 6, SOILS REPORT AND RECOMMENDATIONS BY GEOCON. INCORPORATED DATED FEBRUARY 7. 2001. OCTOBER 8. 2004 AND MARCH 9. 2005. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. COASTAL DEVELOPMENT PERMIT, CDP 01-02, GPA 01-05, SOP 01-011 THE CARLSBAD MUNICIPAL WATER DISTRICT"S STANDARDS AND SPECIFICATIONS FOR WATER. SEWER AND RECLAIMED WATER. STORMWATER MANAGEMENT PLAN PREPARED BY LANG ENGINEERING COMPANY, DATED: MARqH 8, 2005 ' 9. 10. 11. STORMWATER POLLUTION PREVENTION PLAN PREPARED BY LANG ENGINEERING COMPANY. DA!ED: MAY 23. 2005 LEGEND DESCRIPTION DWG. NO. SYMBOL QUANTITY NOTE: QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY. ACTUAL QUANTITIES MAY VARY. PUBLIC 8" P.V.C. WATER MAIN (CL 150) PUBLIC 6" P.V.C. WATIER MAIN (CL 150) ---w--- ---w--- 1.1~,L.F.I I 49 L.F. '='--~--------.:...__...__.._________...----------------~..r-8" GATE VALVE ____________ C.M.W.D. W-16, W-13 1 EACH PUBLIC FIRE HYDRANT ASSEMBLY ______ C.M.W.D. W-1~2-- 8" ABOVE GRADE FIRE DETECTOR ASSEMBLY ___ C.M.W.D. w-22 __ MODIFIED WITH 2.5" SIAMESE PUMPER CONNECTION 2" B.O. (BLOW OFF/MANUAL AIR RELEASE) ___ C.M.W.D. W-6 __ RCP STORM DRAIN; 1500-D (SIZE PER PLAN)-------- RCP BOX CULVERT STORM DRAIN_RSD D-76 A&K. D-81 A&B_ STORM DRAINAGE STRUCTURE __ A-4 CLEANOUT _____ _ STORM DRAINAGE STRUCTURE A-5 CLEANOUT _____ _ STORM DRAINAGE STRUCTURE A-6 CLEANOUT _____ _ -000©- ---•--W-- ==-====-==-==- li!l [ti m • 3 EACH 1 EACH 1 EACH 11"-12" RCP; 120"-18" RCP 223'-24" RCP; 13'-30" RCP 353 L.F. -2"x3" BOX CUL VERT 3 EACH 2 EACH 2 EACH STORM DRAINAGE STRUCTURE __ TYPE D-79~------ ( -,;-... ..._ ' 0 ' 1 , -2'x3' BOX CULVERT • STORM DRAINAGE STRUCTURE __ TYPE D-35 ______ _ 0 "..~ 1 -24" RCP 1 -30" RCP PROPOSED STREET LIGHT _____ SDE-101, E-1 ______ ~ --------tr 3 E.A. PROPOSED PUBLIC SIDEWAlK ___ SDRSD SDG-10if. G-7 ___ _ -J . l I I 7.188 S.F. PROPOSED 2" IRRIGATION SERVICE _____ CJ,l.W.D, W4 ___ _ OJ 1 EACH PROPOSED 2• POTABLE WATER SERVICE C.M.W.D. W4, ___ _ ~ 2 EACH BENCH MARK CITY OF CARLSBAD BENCHMARK NO. CLSB-053 BEING A FOUND 2.5" BRASS DISC IN NORTHWEST CORNER OF VAULT ON THE WEST SIDE OF HIDDEN VALLEY ROAD 0. 1 MILES SOUTH OF PALOMAR AIRPORT ROAD. ELEV. ; B2.744" DA TUM: M.S.L., NGVD "29 RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL. R.O.S. NO. 17271 OWNER/ DEVELOPER ASCENT-BILTMORE CARLSBAD. LLC 8475 E. HARTFORD DRIVE. SUITE 201 SCOTTSDALE, ARIZONA 85255 CONTACT: THOMAS SMITH SHEET INDEX SHEET 1: TITI..E SHEET SHEET 2: 8" PUBLIC WATERLINE •A• PLAN/PROFILE SHEET 3: PUBLIC STORM DRAIN • A" PLAN/PROFILE SHEET 4: PUBLIC STORM DRAINS "B" & ·c· PLAN/PROFILE COLD PLANE & 1" TRENCH fl WIDTH ASPHALT CONC. RESURFACE. W/0.33' A.G. BOTH SIDES (TYP.) SAND BEDDING PALOMAR AIRPORT ROAD TRENCH RESTORATION DETAIL MODIFIED G-24, TYPE A NO SCALE ,, ,. A,. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL SURVEY DA TED FEBRUARY 3. 2000 BY TOWIL. INC. FOR LARET ENGINEERING, INC. S~~iT 5· l"Ui~J.AP~Ol/£~~ 12b!..O~RPORT ROAD "~ ~~HS 6 TIIRU 15. P.'.LOIJAR ➔M:Dt~~ruN) /% 0rn 16 ~ IRU 2tl.l'ALOM~RPeR-f-R0Ao TR~5:6v NAL TOPOGRAPHY AND FIELD VERIFICATION WAS GENERATED BY FIELD ADDI TIO SURVEY REGIST 12/31/ COLLECTED IN APRIL 2005 BY STEVEN L. WOODS. SURVEYOR ERED LAND SURVEYOR. REGISTRATION NO. 6427, EXPIRATION 2DD6 RENCE DRAWINGS REFE SDP 95 368-1 231-7 283-7 432-2 -01 LAUREL TREE APARTMENTS LAUREL TREE LANE WATERLINE 8" SANITARY SEWER PALOMAR AIRPORT ROAD LAUREL TREE LANE EXTENSION -LANG- engineering co. Consulting Engineers Land Planners 561 SAXONY PLACE, SUITE 1018 PH?6D~487-1918 ENCINITAS, CALIFORNIA 92024 FAX 760 487-1917 @ 2008 LANG ENGINEERING COMPANY , ENGINEER OF WORK CARLSBAD MUNICIPAL WATER DISTRICT ROBERT J. WOJCIK DATE DISTRICT ENGINEER R.C.E. 33696 EXP. 06/30/06 MARCH 14, 20D6 CITY OF CARLSBAD FIRE DEPARTMENT "AS BUil T" REQUIREMENTS NO. OF F.H.(S)..LF.FLOW 1500 G.P.M. OUT □F~1~F.H.{S). ¥1:-~ --e'.,-4£~ (/-/ Z.-07 BLDG.,fPRINKLED@NO ... F.FL□W=G.P.M. P.E.2f0//, EXP. tJ3-3/-0~ DATE l VZ, -~~t*"' R~~ FlRI! MARfHALA TE (_ (.,/,, INSPECTOR DATE I SH~ET I CITY 0~ CARLSBAD SHEETS . ,, ENGINEERING DEPARTMENT 20 IMPROVEMENT PLANS FOR: BILTMORE PACIFICA LOT G. RA.'<CHO AGUA HEDIO.NDA. MAP NO. 823 R.0.S. 5715 (PORTION OF DESCRIPTION NO. 3) APPR~ GLENN T. PRUIM 'lr•lo(. VJtu .. L e:f £~1 11-11.-0"I l.AN6 /Z.', A :S • e,u11,.:f". OM'(-:,"-b ....,,_, '?.o ~Y: ~ ~elf 11011 !l<f' C./Joloa ~ CITY ENGINEER RCE 51274 EXP.09/30/07 DATE 03 -14--0~ 9-\6.0, ~,:;,,t-II', l'-WI--Sll'e,'!i,-6 l"n1'/4· OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE IIITIAL CHKD BY: ~!.~ RIARD G. LAf.rG, RCE 0 DATE REVISION DESCRIPTION SOP 01-0l(B) 432-2D REGISTRATION NO. 39016. EXP. 03 31 07 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: .! 1- • "ii 102307 ) • ' -, . , 11 i, i-1 -, .:,I l•lii ----·-..... l .... -·---·· ---. --------r -------------------------------------------------------------- ' --------+--+--t----------1 -----------· ----· ---------------·-···-· ··--· .. -· --------- -----T .. ----------- --· · ··-·1 . "' -·-------t ---------- --------------------------------- -----, ' ·-·----·----· -· ---· ··-· .. --·· .... -. ----~ ··-+--+--1--+--+--l---+-=-+-ct--+-+-.--t--t---t-· - ___ +-_-!_ -~~+~-~-!-_-_-+·_ --.:-1--·_·-1_·· -_~+_ ~--_!---_-+_--_-_+-_-!-_ ---~+ __ --:_1-_1_-+ ___ ... _•~-1· -:.~+-_-l~-1--~+_ -__ +-__ -1_-__ +-_-l_ 1-__ +_-____ +-____ -1 __ -__ +-__ -l __ -__ +_-__ l-__ -1_-__ +-_ ---_ == :-:= =·: ~= ::: ~-: :: ::: __ t __ ~_l)-_:...._:+:-l: 1-::+:-::+-_--1:-::+-:·-1:-::+5=-_ i-: __ =-+_ :...._:+-:-1:-::·+:-:1-::-+:-::+-:-1: -:·+·6~ __ :l-'_~+--+----1-_··+·-l-1-··+· _--+--·-1·---+'1~0+--+-_-+ __ --+--·-1·---+·--l----l-_--+'8"-l-"'-0~-1----+----+---I-_··+·--·1-··+·--+=+-_' _ :: :: : .,_..,,.,_. ~= :: ::.: ::t: ::: :: ~- MPOR'l'ANT NOTICE Section 4216/ 4217 of the Government Code requires that a Dig Alert Identification Number be issued before a "Permit to Excavate"' will be valid. For your Dig Alert I.D. Number Call Underground Service Alert TOU. FREI! 1-800-422-4133 I I ,' tX/ST/NG 30' S£WER:-;:---~r-l·---.11-Il1 & ACCESS EASEMENT _§ / PER DOC. 82-139472 ~ RECORDED: MAY 11, 1982 ,. /2 ·¾ .18 t! • "'I ~ I STA. 0+75 WATERLINE "A"----,-, ANGLE PT .. 94.0 TP; THRUST BLOC/; INSTALL 1-45° BEND, RTxRT ANGLE OF DEF.~45" STA. 0+46.72 WATERLINE 'A'--~/ ANGLE PT., 92.0 TP; THRUST BLOCK INSTALL 1-45" BEND, RTxRT ANGLE OF DEF.=45° STA. 0+35± WATERLINE 'A'---- CONNECT TO EXIST. 8' PVC WATERLINE PER PLAN 432-2 92.0± TP O CONNECTION 40' (i] DOUBLE CHECK VALVf. DETECTOR ASSEMBLY PER C.M.W.D. STD W-22 ~ PRIVATE FIRE SERVICE SHOWN FOR REFERENCE ONLY DESIGN AND SPECIFICATIONS BY OTHERS. CT) PRIVATE STORM DRAIN PER DWG. 432-2C Ii] I§] PRIVATE SANITARY SEWER PER DWG. 432-2C PUBLIC STORM DRAIN PER SHEETS 3 & 4 OF THIS PLAN .L Scale: 1· = NO. BEARING LENGTH N1410'20"E 11.69' 2 N5910'20"E 28.28' 3 575·49• 40"E 146.20' 4 N81 ·04' 45"E 128.16' 5 N36"04'45"E 26.48' 6 N0611'25"W 69.66' 7 N38'48'35"E 50.00' WATERLINE ,, A" DATA REMARKS NO. BEARING LENGTH REMARKS NO. BEARING LENGTH 8" PVC 8 S83"48'35"E 325.29' 8" PVC 15 N11"39'06"E 103.87' 8" PVC 9 S78"20'54'E 66.13' 8" PVC 16 S83" 48' 35"W 16.21' B" PVC 10 S33"20'54"E 46.50' 8' PVC 17 N0611'25"W 16. 79' 8" PVC 11 S78"20'54"( 47.14' 8' PVC ,a N11"39'06"E 16.00' 8' PVC 12 S56"39'06"E 14.14' 8" PVC 19 Noa·ss·1 s·w 19.30' 8" PVC 13 N11 ·39•os"e: 27.49' 8" PVC @ N11 "39'06"( 57.81' NOTE: ALL PVC PIPE SHAU.. CONFORM TO CL-150, AWWA C900 SCALE: 1" = 40' -LANG- REMARKS engineering co. 8" PVC ConsultinQ Encineers: Lend Planners 6" PVC 6' PVC 56t SAXONY PLACE, SUITE 101B PH(760)487-1918 ENCINITAS, CALIFORNIA 92024 FA)((760)487-1917 @2006 LANG ENGINEERING COMPANY -" 6' PVC ENGINEER OF WORK 8" PVC f<:.4~ .. ~ ~ ~~ tJ.5-l4--t7G RfCHARD G. LANG, RCE . cT DATE REGISTRATION NO. 39016, EXP. 03 31 07 STA. 11+83.87 WATERLINE 'A" = STA. 90+91± PALOMAR AIRPORT ROAD POINT OF CONNECTION TO EXIST. 16' AC WATERLINE INSTALL 8' HOT TAP ON EXISTING 16' WATERLINE & 1-8' G.V. TI-IRUST BLOCK; CONTRACTOR TO VERIFY EXACT DEPTH & LOCATION OF P.O.C. PRIOR TO CONSTRUCTION EXIST. 16" CL 200 WATERLINE PER PLAN 283-7 INSPECTOR DATE 1-------+--+------------+--+---+---+------1 I sH2E_Er I CITY OF CARLSBAD ~o ENGINEERING DEPARTMENT ~ ~=::'..':::==========::'..':::=::::::: IMPROVEMENT PLANS FOR: BILTMORE PACIFICA LOT G, RANCHO AGUA HEDIONDA, MAP NO. 823 R.O.S. 5715 (PORTION OF DESCRIPTION NO. 3) APPRO\?>J) , y;tNN T. PRUIM fJY,.z ~ ~ -_9)!,~ l-.-.rl---:-+-:--,-----,,--::-::---,r-----------1---t---t----t----i CITY ENGINEER RCE 51274 EXP.09/30/07 DATE IJ/r..to: LA1-1r.. A!>-evh ... -r,s l''r\. DWN BY: -~-PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: .Ji.1- REVISIQN DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: J\$-SDP 01-0l(B) 432-2D ENGINEER OF WORK r . . 1100506 ) -• ---1-----· ---/-------1--•· ------·o ---------------------·-----· --------------1--------1---1------1---------------L-------r--------· --·--·------I-------I-------I-------I-------i-------+-------------------------·= =~~t~-~ ----------- ---r----- --r-------------- ---2----· -- ---------- ----~ }---- -------------------- ------------I------------· ----1---· -----1-------+------r----- --i-------1--~~--=-------------------+----------------·· -· ------------------------- -________ 1-----____ 1-----________ ..... __ _ _____________ c( ___ * ________ , ___________________ L ____ ---'--------------L-~ --· ---I------------··-· --· ··---I---------------- ---- ---------------------------------• i---1------------- --,-+-+--+--+-t---+-+-+--+--l~+-+--+----,t---+-+-+--+-io.'·++-~+-+-+--+-+-+-+--+----,,-+-+-+--+-t---+-----+-+--+---J.-lt---+-+-+--+-+-+-+--+----,t---+-+-+--+-t---+-+--+----,-+-+-+--+ -·---·-+--+--+--+-t---+-+-+---J-+---1---+--+-t---+-+-I '"1--~ -----· ---t-------l-----------·--·-· !:) ------------- ----,z ----~· -------~~i----- -----1-----I' ~-1---1---• ---1----1------1-------L_~ --~---t-------1-------t-----• ---t-----· ---------------------- ----------- ----------------------------·· -- -- ------------ ----;---~~ ·=-~ =l --· -------· -------1---~ ---i '!--------i----------,..i, ;t__ L-------L------L---- --1--_. ----1-------+--------------- ----l----------· •. ,. -- ------------• i---1-----· --------:---!-------- --~=---~~ -- -- ---------· ----------,... __ -- --·Z-8# -- -- -------- ----1"'5 ---?-~------· -----------_--=-~ ___::-'-1---1----;• ---1-----· ---1-----· --L_~ ----i-------__ , ----i-----· ---------... ~~-t---------------------------------------,I ___ --. . -- ---------- -- ------·---·---·--- -----------~ ~ --· ---------------i-01 -,. -~ •------ -------------1---~•--1---~ -~-I--------1---· -··· --1----· -------f1 4-}--t---..__ ----1------- -----(~}---------·-1·-10}----------------------------· ---i---------- -------~-= ~ ------- ----------- -- --ii::i;~'·"' -~.+------+---+----+----+---·~--+----+----+-----t'!i'!'Ha;-.-;~.-,....l!-! i.-5--+---+---· +'-_··+---+---_-+--+----+L-·-__,-1--.-~-~-;, ¾!~ L __ --,::::_ --., .8J --L---------.~ ----" --• -------t--- -------.4------~.=.~---~-1-----1------+-----+-----+------1---+---1-·-_---1-'e---.i.-----1"-·_-.i.-'---1-+ ---_-+---+--1- --------------------------0 n -------------------}qJ _,i: -:-~--------------------1----1--~ ·~.--1-----· 1-!-~-l -~ _u -----;-! --I.I-----Z---·· ------------·--· ----I-------- --1t-. 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' " 'Xs '-.f e~ -Gl Nl Rl ¾ }.·: },r; -h .2-; " -• -, :P @·(}..!Olli; ( -) · · - --· .. -----· --------------------- ---------~ . -~ ---t-7-l-+-l---+-i---4-al----1-----l-+---l-+---+--l''l T··-+3 ~1~; 1 ·· -----------=~ -~-~-------- -----------------------------------1.-0 ,----------·-----::z.-.o-•------------:-----3 -,,-.. ----------------------4··-0 ,-------------------5-n ;;.------------:__~_-------,_5·_0 ,------------~------,-n .::----------------------- -----· ·------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------- -- -------------------=-~t~-=--------------·-·-·---·------------------------------------------------·--------------·· ···-------·----------------------------------------- ------- --------------------··-~--.,-,. ------ --------------------------------------------------------------------PROFILE -PUBLIC STORM DRAIN "A" --------------------------------------------------------------------+-----i------- --I --------:::: -----r----------------------------------------------------------SCALE: HORIZONTAL 1"-40'; VERTICAL 1"-4' ---------------------------· -·· --------------------------------------------__ T _____ -- -·--------· ---· . .J--· -------------·-------------------~--1--J..--f--T-:r __ f--T--:J---~--4--+--~--~--+--~--{--+----------·----------------------------------------------·---------------------+-· ---- \ \ \_ ,I \EXIST. 21" EXIST. 16" AC WA T[RLINE-:-. PER PLAN 283-7 \ 1 I I I , I I I' I I ' I : I ' \' __; - SCALE: 1 • = 40' EXISTING EASEMENT NOTES EASEMENT FOR PUBLIC UTILITIES RECORDED 8/14/1957 IN BOOK 6706, PAGE 514 0.R. (NOT PL011ED HEREON) EASEMENT FOR PUBLIC ROAD RECORDED 2/16/1960 AS FILE NO. 31696 D.R. EASEMENT FOR COUNTY HIGHWAY RECORDED 8/16/1960 AS FILE NO. 165716 D.R. EASEMENT FOR PUBLIC SEWER AND ACCESS RECORDED 5/11/1982 AS FILE NO. 82__:139472 O.R. EASEMENT FOR HIGHWAY PURPOSES, DRAINAGE STRUC1URES AND OPEN SPACE RECORDED 9/14/1990, AS FILE NO. 90-504662 O.R. NOTE TO CONTRACTOR CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT SHALLOW STORM DRAIN DURING CONSTRUCTION. CONTRAC10R WILL BE RESPONSIBLE FOR DAMAGE RESULTING FROM CONSTRUCTION TRAfflC. PUBLIC STORM DRAIN TABLE 11500-DI NO. BEARING I SLOPE J LENGTH J COMMEN1S 10 TYPE D-34 WING H.W. (SEE DATA ON PLAN) 11 N78'2D'54"wl o.so,:; I 13.2' I 30" RCP 12 TYPE A5 CLEANOUT (SEE DATA ON PLAN) 13 N18·20•54"w I o.so,:; I 101.1' I 2•,3• BOX 14 TYPE A5 CLEANOUT (SEE DATA ON PLAN) 15 N11·39'06"E I 0.50% I 163.3. I 24" RCP 16 TYPE A4 CLEANOUT (SEE DATA ON PLAN) 17 N11'39'06"E I 0.50% I 120.2· I 16" RCP 1 B TYPE A4 CLEANOUT (SEE DATA ON PLAN) CONSTRUCTION NOTES [TI PRIVATE STORM DRAIN PER DWG. 432-2C rn PRIVA1E SANITARY SEWER PER DWG. 432-2C ll] 2'•3' BOX CULVERT DESIGN PER RSD D-76A, D-76K D-81A, D-818; USE FLAT INVERT DESIGN AND ADD #4 BARS @ 18" EACH WAY IN TOP SLAB SINCE COVER JS LESS THAN 2'. MARCH 14, 2006 /I-IZ-07 DATE i 100506 ) ------------------- -------------------------------------------------T------------ ----------------------,------------------------------------------· -·. ------· 1-r+-+-+--+----F-Cr=-=i-='-'r-'l-=r----+---t-_--+---+---+-r--~ b---+---+----t-_--+---+---+--...A+J-+-, . -----... ---. ----------------· ---·· -· -···-.. ---_ -... ---------------------··--~v: ---. ---... ·-·-··· -. ·_ -. ---__ · -----------------~------------·· --. --------------------------------- ------· -----------------------------------------------1---------------------------------------------------.i----------------------------+------------------------- ___ ------------------------------------------------------------------------------------------------+-----.... -_-+----+------+·:_:· =.::. ~:+== ::-:~---------------: ······ ----t--------------------=~ ~~- W~~~lll-J~A:rj(~.:.qe:.gii:l!jJ:l~~i.jD£=$t:-.j:ij:.+Ji;liil·:i::-::..·j.::-::.;-i=:--:_:i··:.::.--=-1=-~J:::::tJ!!===~H.:.::.::J:.::.:+=+:::+::.::.J:.:++++--.::i-::::--:i-::::-+-::::·-+-=-i:-::::-1=---=-i:::-:::i-r:::--+--.::i:-::::--:i:-=-+-::::--+-=-:i.::-::::-i:::--::::-i:::-:::i-::::--:.:i-=-::i:-::::·-+-=-:i=-::::--:i::-==-i:::-=-i=:--:::i-==-:::r-::::--::i:-==--::i:.::::--+-==-:i=-::::--:i::-::::-r.::--::.:i=--:::i-==--:.i:=--::i:-::::--::i:-=-+-::::-i.:.--=-i:-:-::::-r:::--:.:i=--------------------------------------------. -...... -- -------------------- ------- -------------- -------------- ------- ------------------------------------------------------- ------- ----------------------------------7---------- ---~---------------------. -·<:·B ----------------------- ----------------------------------------------------------------0 ~--- ------------------------------::-: ==-+=---7 --=~ ---~ . -----------=---------------------------------------------------_::. ·---------·---------------------- -----------1...--- ------------------------ ------------------------------------------------- -------· -------------- ---+-+-+--l-1--+---1---+--+-•-lr---i-_~ j......<fCC-+-+-+--l--"'l'---t=+--+,,HH--lf-t---+-+-+-+--t-l-nil -+H-"'1-oC,t;.,ib+.¾"'I ---------------------------------------------------------------- -----·----------------------------------------- ---------------------I-------------------------------7---------··· ------------------- ------------------------------------------- 11---+--t---il----+--+--+---f-t--+-------·· ---------- --------- ---· --- n --------------------------------------- ---------------------------------------------------·-·-------- ----------------------------------------------------------T ---. -------------+---ii----+--+---+--+-+---+--+---+--+--+---1 '.· I __ J ------ -------------7----------------------------------------- ----------------7--------------------- --+---f-"-------------------------------------------------------------------------------+--+-,--------------\ ------------------------------------------------------------1·--------------· ------------------------------------------------------PROFILE -PUBLIC STORM DRAIN "B" ----"V ------ 1--+--+---+---i-+-+--+--+--t--------·-+--+---+-, PROFILE -PUBLIC STORM DRAIN "C" SCALE: HORIZONTAL 1"=40'; VERTICAL 1"=4' SCALE: HORIZONTAL 1"=40'; VERTICAL 1"=4' -- --------- ------------------------------------------------- ------------------------------------------~--- -----------·------------------------------------ -- ---- ---------------7-----1-- ----·-·--. --·· ----· +---+--+---i--l-l--+--+---+---1-+-+--+--+-l----+--+--+-l-t--+--+--+--'1----+--+--+-l-l--+--+---+---1-+-+--+-l-l----+--t--t----i-t---t---+--+-l-----t--+--+--t-+---t---t--t----il----+--+--t---t-l-----t---t--t----i-t---t---+--+-1-----t---t--+--t-t---t---+--+---ll----i--t--t---t-1-----t---+---+---l-t---t----1 ... --· --· ------------------------------r-----------------------------------------------------------------------7----------------- :ii: ------""'""' ¾-cH%--------------------4 -~ --··-·· -·-··--·· i-- -------------------------------------1 o ----------------::r -------------------3 -o ---------------+uiu-_+ __ -+---1---+---+-_,-1---+----1--s_+_u-_~---+----+---1-----+----+---1---+----+---1---+---+--_,-1---+ ---------------------------------------------- ----------------------· ·--· ---·--------·· ------------ --~---------------- ------------------------------------------------------------------------r------------------------T .. I I /1 I I .· !EXIST. 30" VCP SANITARY SEWER ' ' ' ' ' ' / ' - r-----f!J-______ ;u· = """ , ,, -J ./ ' ' X I ,,., , G " ' ,r--{::cJ;g)~J I i./ ;:K;~ EXIST. 30" RCP STORM DRAIN . PER /MPROVEMENt· fiLA'N 283-7' EXIST. 16" AC WATERLINE PER PLAN 283-7 ' I ' . /, . ' _ I ~ I ~ "-I STA. 3+79.69 PUBLIC STORM DR 54 •, STA. 1 +42.68 PUBLIC STORM DRA • TYPE AS CLEAN OUT RIM ELEV. = 110.25 = STA. 1+00.00 STORM DRAIN • TYPE A6 CLEANOUT '// RIM ELEV. = 104.50// iNv. 'i:ilsr. Jo' RCP 1N = 102.J± INV. 2'x3' BOX IN = 91!.70 INV. 12" RCP OUT= 91!.45 INV .. 2'x3' BOX ,, ·, , ' >-· .. I • ;:-_-1 ' /, ' ,' I 1 _/// "'-.h' . ,' -~ :~--~-~o -~ . - I , 'x ' OrX OUT = 9 / I~<:, .. --- \ 20' STORM DRAINAGE EASEME )-TO. CITY. OF. t[<RLS~~D P i PAR -21 / I . I-··-' / ~ ! I --------------__ _j ___ ---------· -------,-------------------1 :::.-·=·:· -==t.:--== 3 -Ov-_--j-___ i---r--i ---------------------------------7--------------1---l---+---+--+---1 --·--· ----------T---------------------1------------------- @ ® © ® @ EXISTING EASEMENT NOTES EASEMENT FOR PUBLIC UTILITIES RECORDED 8/14/1957 IN BOOK 6706, PAGE 514 O.R. (NOT PLOTTED HEREON) EASEMENT FOR PUBLIC ROAD RECORDED 2/16/1960 AS FILE NO. 31696 O.R . EASEMENT FOR COUNTY HIGHWAY RECORDED 8/16/1960 AS FILE NO. 165716 0.R. EASEMENT FOR PUBLIC SEWER AND ACCESS RECORDED 5/11/19B2 AS FILE NO. B2-139472 O.R. EASEMENT FOR HIGHWAY PURPOSES, DRAINAGE STRUCTURES AND OPEN SPACE RECORDED 9/14/1990, AS FILE NO. 90-504662 O.R. PUBLIC STORM DRAIN TABLE (1500-D) NO. BEARING I SLOPE I LENGlH I COMMENTS 130 TYPE D-34 WING H.W. (SEE DATA ON PLAN) F31 N83"48'35"E I 0.50% I 59.3' I 24" RCP :J2 TYPE A4 CLEANOUT (SEE DATA ON PLAN) '50 TYPE D-79A(A) WINGWALL(SEE DATA ON PLAN) 51 N10i6'03"E I 1.11% I 18.0' I 2'x3' BOX 52 TYPE A6 CLEANOUT (SEE DATA ON PLAN) 53 N1 s·32'5o•w I o.50% I 233.B' I 2'X3' BOX 54 TYPE A6 CLEANOUT (SEE DATA ON PLAN) 55 N83"48'35"E I 0.50% I 11. 3' I 12" RCP ;,,/ ' . ' ' . 'I . ,' . ' ' ~ ' '/ / ~ ~§/ /; --· -e-~-[ 'f"._o ---- -. <) ___;;,'Y-_ ...... A. 2+42± STORM UBLIC a" WATERLINE- CROSSING (SEE PROFI NOTE TO CONTRACTOR CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT SHALLOW STORM DRAIN DURING CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR DAMAGE RESULTING FROM CONSTRUCTION TRAFFIC. CONSTRUCTION NOTES [D [1l CTI PRIVATE STORM DRAIN PER DWG. 432-2C PRIVATE SANITARY SEWER PER DWG. 432-2C 2'x3' BOX CULVERT DESIGN PER RSD D-76A, D-76K I" 76" D.i.P. W ;I ' ~, 1/ /(u ~ ( , '/ / .. I : . "' PROPOSED / ' .. -' / ~ ' ;; // ' ' I /;':I./_.:' , , ' . / , I, '' ' ' ' ,,~ I ~'o,0:';·i.l_' 1,; I, "i f I f /1/11 / " ' / / j ,' 1~ ' ,• / TORY OFFICE BUILDING ' 89,000 S.F. I Elev. = 105.50 Firot Fir. ½:; Lot G, Rancho Aqua Hedionda, ,lfap No. 823 ~/.R.O.S. 5715 (Portion of Description No. 3) f ',.','--;-"' Ii I II ~, .. ~~~• ll J~ I ' ' I ' " " '' I 1 I I;' I •0· ,• ,~',> ' ' ' I ,',', , ' ::r/ /--:......t I /4 7/;' ' ,,L~ 1 · II ;f' Ii r '.'t/ /. · 1 1Ji .hi: I , , ' I r , I , ( • PLAN -PUBLIC STORM DRAINS "B" & "C" SCALE: 1" = 40' 40' 0 40' -----' 80' Scale: 1" = -LANG- engineering co. Consultinc Enclneers · Land Planners 561 SAXONY Pl.ACE. SUllE 1018 PH(760l487-1918 ENCINITAS. CALIFORNIA 9202-4 FAX.(760 487-1917 c 2006 LA.NG ENGINEERING COMPANY ENGINEER OF WORK f!/4" .. fA ~"'l filCHARD G. LANG, RCE U REGISTRATION NO. 39D16, EXP. 03-31-07 OJ-1¢-(16, DATE D-81A, D-81B; USE FLAT INVERT DESIGN AND ADD #4 BARS @ 1 B" EACH WAY IN TOP SLAB SINCE COVER IS LESS THAN 2'. M"ORTANT NOTICE Section 4216/4217 of the Government Code requires that a Dig Alert Identification Number be issued before a "Permit to Excavate• will be valid. For your Dig Alert I.D. Number Call Underground Service Alert iOU. FAEE 1-800-422-4133 INSPECTOR "AS MARCH 14, 2006 BUil T" /1-IZ -01 DATE I /2/,,, y DATE 1--------+---+------------,1-----+--+----+------i I sH4EET I CITY OF CARLS BAD ~o ENGINEERING DEPAR™ENT ~ ::=='...'::=:==========:::::'...::===: ~-e,u1,_,- DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: BILTMORE. PACIFICA LOT G, RANCHO AGUA HEDIONDA, MAP NO. 823 R.O.S. 5715 (PORTION OF DESCRIPTION NO. 3) APPROVE~ ,G(,WN T. PRUIM IJ 'I .' 6,A,..,{ ~ .. CITY ENGINEER RCE 51274 EXP.09 30 07 OWN BY: ~~-PROJECT NO. ~~~g ~~: i::t SDP 01-0l(B) DRAWING NO. 432-2D ) ' L ------------------- SAW CUT 1' OFFSET) - --·, . ... 1 / PROPOSED 5' PUBLIC SIDEWALK MATCH cv1STING CURB ELEVATIONS .., s l------13 '•' ---' . ------s I I I ~ 0 .... -w al -w w en - 0 0 + "' a, • -<( 1-(1) w z - • ~ I I I ~ I I l I I I I I I I I > I I I I l l ff 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 I I I I I I I l l l I I I I I I I I · 1 I I I · 1 T ·1 l 7 l I . I I I I I 1· I f I I T ·1 T 7 . I I I I I I I I .. I T , r1·1 I -I I T ·1 :-1· ·1 I 1· I I 7 ,--T I I/ ' I I I I I I I f l l 7 I I I 1·· I I I I I I I T l s I • 1/) j. ' [fil -r~-;::::=~1:=f:_i:...::::=::::-.:;~~~·=,~~:...:;::::::::::...=--=~:::::::::::...::...:.:::::;::=--;:;::_-::...1 ... ·•~,r=-=-::-~:::,~_;:.:.__::=::::;=-::....:::..::.:;:::::~::===-:::==~==s~~--t·1~~=-=-~~==:::=~-~==~:::~~===~,-~=~ ... s~~: '-:t=·~::__; ' ':"~ - --+1 ii-=m-- -~-5 --------- ---_w_ --------------_'&l_ J~_ '--fQ.'\.. @J Ltl ~~\\ ~ --I .._ ! -. I ;1 __yJ. @] fi_ --- I- <( __ f I CXIST. SPCCD LIMIT SIGN r-,§}--Lot G, Rancho Aqua Hedionda, Map No. 823 -,-XI-SI._B_l!<E-LA-NE_S_IGN_J -------_'--~\$:\ \- TO BE RELOCATED SOUTH R.O.S. 5715 (Portion of Description No. 3) TO BE RELOCATED SOUTH I \ \ \ - ,.,--O-F-N-EW-SI-DE_W_A_LK ___ i1=::·~11=~~-Q)-1 _________________________ P_R_rv_A:aT;::E;;;:I~M~P;:R;:O_v~EM~EN~T:;:S~P-E_R _______________ O_F_N_E_w_s_1D_E_WA-LK-------=~~-~~~-----i!~G+:4-, 1 • ~~\ \ ~ \ --1-:Df'~ I I I .,, , II " 1 (I] PLAN SET 4-32-2C -_!-1 •.• 1 = \ T u ~ II l --~2I .. 0T b._J· ,,~ --. 0---i . ' \,·,. ' 1 1 -""'-PRIVATE SIDEWALK I k-..;.!I 3 PER PLAN 432-2C I : PLAN -PUBLIC SIDEWALK SCALE: 1" = 30' <ii "' I-I i 1 I -i-1-::t:!' t a..., i I EXIST. 16" AC WATERLINE < .• 1: -,, PER PLAt>.l 28.3-7 1'£ ~ ~4'1-Q Lfo --------------------------------------~-----------~~Ulill~ ~=--=-=~1~~~=1~5"=w~~~~~~~~~~~-~~~~~~~~~~~~~~~~~~~~~~~~~~~=16=.,w=-~~~~~~~~~\~~=~~~~~~~~=======kJ~~)==---l 0 ------'-----. fo7.. al _ /~TA. 95+49.96 PALOMAR AIRPORT ROAD ---------11--- <( P' "LO1IIAR AIRPORT ROAD --CENTERLINE OF 20' EMERGENCY VEHICLE ACCESS --------= .ti. Yl. I SAWCUT & REMOVE EXISTING SDRSD G-2 -----------• ., W -CURB & GUTTER AS REQUIRED -----,5 w-__,_,,_ W (c) 1. REPLACE WITH ROLLED CURB & GUTTER, TYPE B --fF -=====----===--~ ~::~i============:~=:=:'~~~~==~:~~~~~~~~~~~===========================;i===~PE=R~S=DR:S:D~G:4:·~5:'_T:R:A:Ns~,l~T,l,uO,N FROM EXIST. G~ --_ (,_,~ _ g _'_92_+,..o_o_-1-____ .....,. ______ ..:g:..:3;.;..+oo __ N_7_B_•2_0_•54"w __ -.,.... __ 1_3_1l_o_.7_9_'_9_4++_o_o ______ +-----~-:.gs:.+,..o:.o:___ __ ...:.g:.s++=-36:.·.:..1;.g-----,.I::....---------~--17----- = :__==r=========--=·=--======================l====l=;/===¼:,f, =~----==---=---t--1~~ -=--=--= I-I -/ --c--c-·-· · ,';" z-_11-=== en './ -----0 --......:::::_--- -· -lR,~, I____ -~~-~ - W -,-PROPOSED 5' PUBLIC SIDEWALK SAW CUT---. [27 ---· -, " [~-.:Cc; ----_ ~ --· ---· ----/ MATCH EXISTING CURB ELEVATI~"~ 5 (1' OFFSET\ '-~ ~, . . _,,, -~ ;'!_ ---5 j"" . __ ___ ~= ::cTT T 1111 II 1111rT ·1 1111111 I I IIIT 11Tr·1111·1111TT1·1,111 11111 I I 111111 1- (.) _ -_ , S _ • s s \I 11 I I I I -I I T I l f I I -0 . ... ----:-"' -,\ ~ V ~.., s I f I ! I I,.. r= <( @J @] G i o F-i---PROPOSED PROPERTY LINE '-::: / 21 .L. O 0-S -PER PARCEL MAP MS 05 21 -- - - - - ----- ----- - ----, - - - -INSTALL (3) ~OUNTABLE POSTS f 0 o 0 g EX,ST. []/KE LANC SIGN / w 9"' I Lot G, Rancho Aqua Hedionda, Map No. 823 PER SDRSD M-16, SPACED 6' o O o O TO BE RELOCATED SOUTH "'J R.0.S. 5715 (PorUon of Descriplion No. 3) ON CENTER, TYPICAL 0 o 0 o / OF NEW SIDEWALK/~ ;_ I PRIVATE IMPROVEMENTS PER PER PARCEL MAP MS os-21 0 o O o O ~ --@--------1 PLAN SET 432-2C o o o o 1' / -....___ I o 0 o 0 o -//; \~ 1 © ~ ~0,...0 '// . EXISTING EASEMENT NOTES EASEMENT FOR PUBLIC UTILITIES RECORDED 8/14/1957 IN BOOK 6706, PAGE 514-O.R. (NOT PLOTTED HEREON) EASEMENT FOR PUBLIC ROAD RECORDED 2/16/1960 AS FILE NO. 31696 O.R. EASEMENT FOR COUNTY HIGHWAY RECORDED 8/16/1960 AS FILE NO. 165716 O.R. EASEMENT FOR PUBLIC SEWER AND ACCESS RECORDED 5/11/1982 AS FILE NO. 82-1394-72 O.R. EASEMENT FOR HIGHWAY PURPOSES, DRAINAGE STRUCTURES AND OPEN SPACE RECORDED 9/14-/1990, AS FILE NO. 90-504-662 O.R. CONSTRUCTION NOTES [j] 6" CONCRETE TYPE "G" CURB AND GUTTER PER SDRSD G-2 [g) ROLLED CURB AND GUTTER TYPE "B" PER SDRSD G-4 (J] a· PUBLIC WATERLINE-SEE SHEET 2 FOR a· PVC WATERLINE INSTALLATION PLAN. (±] PUBLIC STORM DRAIN -SEE SHEETS 3 & 4 OF THIS SET FOR DETAILS. [fil 5' PUBLIC SIDEWALK PER SDRSD SDG-1 OD, G-7 [§) 7 MEDIAN IMPROVEMENTS, SEE LANDSCAPE ARCHITECT'S PLANS IN THIS SET FOR DETAILS. (Z] 20' PUBLIC WATERLINE EASEMENT TO CITY OF CARLSBAD PER PARCEL MAP MS 05-21 ffil 20' PUBLIC STORM DRAIN EASEMENT TO CITY OF CARLSBAD PER PARCEL MAP MS 05-21 - [[) 2" IRRIGATION SERVICE, METER AND BACKFLOW; SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS (92 GPM MAX, DEMAND) PLAN -PUBLIC SIDEWALK SCALE:': 1" ~ 30' 1. 2. 3. 4. 5. GENERAL NOTES FINISHED PAVEMENT SURFACE IS 6" BELOW TOP OF CURB (TC) ELEVATIONS UNLESS OTHERWISE NOTED SEE LANDSCAPE PLANS FOR DETAIL OF FLATWORK AND PLANTER AREAS ASPHALT PAVEMENT AND BASE PER SOILS ENGINEER'S RECOMMENDATION CONCRETE DRAINAGE STRUCTURES PLACED AT LESS THAN ONE PERCENT MUST HAVE GRADE STAKES SET BY THE ENGINEER OF WORK AT NO GREATER THAN 20' INTERVALS. ALL CONCRETE REMOVALS SHALL BE TO THE NEAREST WEAKENED PLANE JOINT -LANG- engineering co. Consulting Engineers· Land Planners 561 SAXONY ?LACE. SUITE 1018 PH(760l467-1918 ENCINITAS, CALIFORNIA 92024 fAX(760 487-19i7 @2006 LANG ENGINEERING COMPANY J ENGINEER OF WORK ~ .... e dd'~"~ tJ.1-14--d6 IOCHARD G. LANG, RCE d DA TE REGISTRATION NO. 39016, EXP. 03-31-07 M"ORTANTNOTICE MARCH 14, 2006 Section 4216/4217 of the Government Code requires that o Dig Alert Identification Number be issued before a "AS BUil T" rltft., .... t_J;{~ 11-tz-07 "Permit to Excavate• will be valid. For your Dig Alert I.D. Number Coll Underground Service Alert TOU. FREI! 1-800-422-4133 Two working days before you dig 'P.E. 3'7011, EXP. 03-3/-o, DATE INSPECTOR t---+--+-----------+---1----l---l---.ll SH5EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ ;:::==..'.:=============='-==~ 4'-1~-<'1 ~\.. 1l\ Re.u>c:ATE'> ?T~f:-61' UG\l'f~ C.1-lcNJe,E', ~ t,=~t..=:.-1--'IN~"'-c..ff~Acc.e,=E!-c.,,c..AccD..=D_cE!-::.>'!....:..1.o;,=..1'.,_,-c..V-'.C''-'1.:..· t>::..:_• _,c-Sc,,6--:,:W,_,&:e:,12-=-+---+----t::r>z./,U~f~/4117, 2:;'7h../ DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: BILTMORE PACIFICA LOT G, RANCHO AGUA HEDIONDA, MAP NO. 823 R.O.S. 5715 (PORTION OF DESCRIPTION NO. 3) AP~11"-PL;o-'--1 v_."f]..,,,., .. ..:/_G'./-*~E~·~""'-==T._. _PR_u_,M_____ ~/z o/ P~ CITY ENGINEER RCE 51274 EXP.09l3QIQ7 D~ DWN BY: CHKD BY: ,)1.f, RVWD BY: .ll&,. PROJECT NO. SDP 01-0l(B) DRAWING NO. 432-2D 102307 \~ I , DEPARTMt:~T OF ENVIRONMENTAL HEAL TH RECYCLED W R STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDAN"~"-"TH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDO TINO AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, 0 NOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR C EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES A O_t_ STRICTLY PROHIBITED. :s :.:, , .,..... s. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THW ~ OTAY WATER DISTRICT. _t;:' r 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. B. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITI-i DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 9:00 P.M. AND 6:00A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, !S STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PERAWWA GUIDELINES AND SECTION 116B15 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART ORAS DIRECTED BY THE PROJECT ENGINEER AND/ OR REGULA TORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW ?OT ABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE OTAY WATER DISTRICT'S RULES AND REGULATIONS. 1 B. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/ OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON~INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW / CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT THOMAS SMITH AT 858-832-1147 OR AFTER HOURS CONTACT THOMAS SMITH AT 858-832-1147. 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/ OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST SE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RA TE OF EMPLOYEES IN THE LANDSC INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY B 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGA RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED B TANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. (FUTURE) RECYCLED WATER SYSTEM (PRIVATE) BILTMORE PACIFICA -MEDIAN IMPROVEMENTS Carlsbad, California SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THI, DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON B-1/'Z' X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:D0 PM AND 6:DO AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE LICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MU ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESE HIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC TROL CLOCK$, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATI IME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS T IMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR LE, POOL DECKS, PRIVATE PATIOS AND LOTS AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO IMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIA VALVES, ETC. SHOULD SE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUO ASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RE LED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DR G PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOV TE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFO BE DISSEMINATED ON AN ALMOS'f DAILY BASIS. IT IS YOU, THE LANDSCAPE CONT OR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEE 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. B. A TAGS SHALL SE WEATHE,RPROOF PLASTIC, 3" X 4", PURPLE IN COLOR, WITH THE WORDS "WARNING-RECYCLED WATER-DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "NO TOME EL AGUA" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. II. EACH AUTOMATIC CONTROLLER AND ITS ASSOC IA TED EQUPMENT SHALL BE ~ INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTHS C. REQUIRED SEPARATION (HORIZONTALLY ANDVERICALLY) D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION). AN APPROVED LETTER REGARDING THE INSPECTION OF TI-iE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: 3. A. COVERAGE TESTS, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCL B. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIO SPRAY, RUNOFF AND PONDING. E. REQUIRED PROTECTION OF ALL ELLS, STREAMS, RESERVOIRS, ETC. I. LUDE: ~ A !N::r--r,,; QLD COVER PARTS "A", "B" AND "G" OF 1 DESCRIPTION I I IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR ..r..:--''---------t-------------'""".::-----1 IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS, 1• HIGH, ONA PURPLE h.,_ , ~'-I -••-PW -•• _ PROPOSED POTABLE WATER SYSTE BACKGROUND. THE SIGN SHALL BE PLACED SO THIA T IT CAN BE READILY SEEN 11u y-~ .;![ ~ BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. Iii' 1,,.,,,~ t----------+----------------'""".:--~ DECLARATION OF RESPONSIBLE CHARGE: ~.+\~';,QP~ ----R_W -----PROPOSED IRRIGATION SYSTEM MAINLINE "V, --",. "'ii: FIRE HYDRANTS I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK ROJECT, THAT I '"r ~ - EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF AS DEFINED IN SECN!N 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THA N IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA GS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPA ENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE , AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONIBILITIES FOR PROJECT DESIGN THESE PLANS HAVE BEEN PREP IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN. ER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROV ELA TED TO LANDSCAPING. FIRM NAME AND ADDRESS: TELEPHONE NUMBERS: REGISTRATION NUMBER: RIDGE LANDSCAPE ARCHITECTS 755 RAINTREE DRIVE, SUITE 300 CARLSBAD, CA 92009 (760) 438--1002 / (760) 438--1155 FAX 2809 DATE ALL LANDSCAPED AREAS AREA OF RECYCLED WATER USE t, 1 12" X 36" SIZE LOCATION OF CONNECTION POINT(S)- METER AND BACKFLOW PREVENTION "DO NOT DRINK" SIGN LOCATIONS TYPICAL SIGNS BLACK LOGO PURPLE BACKGROUND / /1"BLACKLETT!RS (N. T.S.) 1 WARNING RECYCLED WATER DO NOT DRINK REC CLEO WATER S AFTER CONTACTING NOS DESPUES DE USAR . - • "' - • ,. -----Vi >-: <?: "" ' In Order to Conserve Water ... RECYCLED WATER IN USE DO NOT ® NO TOME DRINK EL AGUA WASH HANDS AFTER CONTACTING LAVE SE SUS MANOS DESPUES DE JSAR 18" X 1B" SIZE • "' - _, EXPIRATION DATE: MAY 31, 2007 .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LET Z' BLACK LETTERS TERS .032 ALUMINUM, .060 ABS PLASTIC DEVELOPER NAME AND ADDRSSS: TELEPHONE NUMBER: ASCENT BILTMORE CARLSBAD LLC 8475 E HARTFORD DRIVE, SUITE 201 SCOTTSDALE, AZ. 85255 B58-832-1147 CARLSBAD MUNICIPAL WATER DISTRICT •tJftdfi~,, (: ~ OS~ WIL 1AM E. PLUMMER, IS ICT ENGINEER 4-2<2-<2, DATE R.C.E. 28176 COUNTY OF SAN DIEGO Department of Environmental Health. Land Use Division OR STICK-ON VINYL SIGNS ---- -----P.: E <" - SHEET INDEX SHEET TITLE RECYCLED WATER/ TITLE SHEET CONSTRUCTION PLAN & DETAILS IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS ll CALCULATIONS PLANT ING PLAN & DETAILS LANDSCAPE SPECIFICATIONS -------- PROJECT MAP NOTTO SCALE TRACT NO. 94-09, UNIT NOS. 2 & 3, MAP NO. 13408 0 > RuT\\eeRFoao --------\ MCCLELLAN -PALOMAR \ AIRPORT '-___ , - I '---- AIRPORT '-----PROJECT SITE SHEET NUMBER ~ 6 9 10 11 12-15 / / / I I I / .,. - I I _J r- VICINITY MAe NOTTO SCALE "' APRIL 19, R I D G E HAS BUIL TH LANDSCAPE ARCHITECTS 755 Ralnlree Drive, Suile 300 Carlsbad, CA 92009 P.E. EXP. DATE Tai 760 4381002 Fax 760 4381155 www.ridgela.com REVIE'w'ED BY• INSPECTOR DATE 2006 I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 0 RECYCLED WATER/TITLE SHEET BILTMORE PACIFICA LOT G, RANCHO AGUA BEDIONDA, MAP NO. 823 R.O,S. 57U! (PORTION OP DESCRIPTION NO. 3) APPROYfiD _/ ~N T. PRUIM ~J.-1~, &y1 ~- CITY ENGINEER RCE 51274 4c --?'c..---~-Y~, EXP.09/30/07 DATE 11-11!-•1 \..AJ.J II, 1'2"'.I. M -~ IVI" , 0~•1' ~~ (o 11-1-~ 'lo DWN BY: PROJECT NO. GLENN LEEKS Recycled Watar / Cross Connection Control DATE DATE INITIAL DATE INITIAL O~TE INITIAL DRAWING NO. REVISION DESCRIPTION CHKD BY: SDP 01-0l(B) 432-2D ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: I ' i' j I : ~, • ,i I ; ,• :•. I i\ I ' \;: I I ) 1cvr,9 ,., -- 83+00 I 1------... .P.A. CONSTRUCTION NOTES A. VISIT THE SITE PRIOR TO SUBMITTING BIDS. B. SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY AWAAE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL. C. VERIFY ALL PROPERTY LINES OR 011-iER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. D. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO ADDITIOI\AL COST TO THE OWNER. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VAAY FROM THOSE SHOWN ON PLAN. F. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO 11-iE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. G. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. H. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE, AMERICANS WITH DISABILITIES ACT OF 1991, AND WITI-i OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. I. LOCATIONS OF N.LC. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC.,ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. . J. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS. NOTIFY THE OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE SOILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE PRECEDENCE. K. BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF PIPING AND/ OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. L. DO NOT SCALE DRAWINGS. M. PROVIDE A 4'X4' SAMPLE OF EACH PAVING TYPE IN LOCATION SPECIFIED BY THE CITY FOR RE OWNER PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. N. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1-1/2" IN PLANT INDICATED. 0. FOR PROJECT WALKS DO NOT EXCEED A SLOPE OF 20:1 (5 P. DO NOT EXCEED 2:1 SLOPE IN PLANTED AREAS. Q. CONSTRUCT ALL CURVE TO CURVE AND TANGENT LINE BE NEAT, TRIM, SMOOTH AND UNIFORM. R. CONSTRUCT ALL CONCRETE WITH A MINIMUM C RESSIVE STRENGTH OF 2,5DD PSI@ 28 DAYS, UNLESS OTHERWISE INDICATED. S. PROVIDE THE OWNER WITH ALL WAR TIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED INT PECIFICATIONS. P.A. • ·-~ ••. ,_" '<° ., --->~ ~-~::::.,,c>.'-c--_ / --------~ -----~~··· :.:-- PALOMARAIRPOR LEGEND: 1. 1/8" RADIUS EDGE 2. 3. 4. ROD PER SPECIFICATIONS A. CONTROL JOINT (SCORELINE) 6. WO-PART POLYURETHANE SEALANT PER SPECIFICATIONS 1/2" DIA. X 12" LONG STEEL DOWEL @ 24" O.C., PAPER WRAP ONE END NOTES: A. LOCATE JOINTS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLAN B. SEALANT COLOR TO MATCH ADJACENT PAVING / ' ' / P.A. MEDIAN CONSTRUCTION LEGEND CD CONSTRUCT MEDIAN CONCRETE PAVING PER DETAIL A, THIS SHEET. ® CONSTRUCT EXPANSION JOINT PER DETAIL B, THIS SHEET. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ EXISTING CONCRETE CURB, TO BE PROTECTED IN PLACE. COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION PAVING: G & DRAINAGE NOTES LOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM THE MEDIAN. B. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. SYMBOL LEGEND - - - - - -EXPANSION JOINT P.A. PLANTER AREA COLOR TO MATCH ADJACENT MEDIAN FINISH/ PATTERN TO MATCH ADJACENT MEDIAN FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS 12-15. • ----.11 ~----15 ~--13 .;,: . .a . . .,, .. . . - '~-1+-'-,_,.., 11 w MIN. -Ill 3• LEGEND: 1. CONCRETE PAVING· REFER TO CONSTRUC COLOR AND FINISH 2. #3 REBAR AT 18" 0.C. EACH WAY, CENTERED IN SLAB 3. FINISH GRADE 0 4. 9D% COMPACTED SUBGRADE • VERIFY W/ SOIL ENGINEER'S REPORT ~/ 1":., 5. 114" TOOLED RADIUS A........ ...... NOTES: s~~N ------- COMMENTS PROVIDE SAMPLE TO CITY INSPECTOR PRIOR TO CONST. A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING C/1'. ~ ,-;,.--'--::1---,---,-_ .. ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS • r ~ ""J.O ,,iro • .• • . • • . • OF THE SOILS REPORT AND COMPLY. 4 : 'CC) , b ~ 3 • 314" IF PAVING LESS THAN 4" THICK 1" IF l'AVINO 4" THICK ORCREATER ----- C. COLD JOINT B. PROVIDEFINISHSAMPLEPERSPECIFICATIONS. p 9,t'&c,-~ ,!l-.4 17::"--------------------b~--------------'--~o . ~I. ~ 3a KEYMAP B CONCRETE JOINTS A CONCRETE PAVING '1~/ l .. ~,if NOTTO SCALE 0 10 20 40 NORTH SCALE: 1" = 20'-0" 60 R I D G E LANDSCAPE ARCHITECTS 755 Rainlree Drlv&, Sui'.e 300 Carlsbad, Cl\ 92009 Tel 760 4381002 Fax 760 4381155 www.ridgeJa.com MARCH 14, 2006 HAS BUILT" P.E, ---EXP. ___ _ DATE REVIEIJED BY• INSPECTOR DATE 1----+--+-------------l--+----I--.J__--J I sH7EET I CITY OF CARLSBAD fSHllisl0 ENGINEERING DEPARTMENT ~ ;:==:::'....'.===::::::::::::===:::::::::::::::======''-'==~ CONSTRUCTION PLAN & DETAILS BILTMORE PACIFICA LOT G, RANCHO A(}UA HEDIONDA, MAP NO, 823 R.O.S. 57Ui (PORTION or DESCRIPTION NO. 3) APPRO~D Glj:NN T. PRUIM IJ'f · ~ I 94 • ., ,;/4,./ 6, 1-;\-,-\-..,,lt=-..o---c1±-I ...,.,..,-~1-,-,_-+.,...--,-----------------11---_j_ __ _j_ __ .L_-.J CITY ENGINEER RCE 51274 EXP.09 30 07 ' DATE "' A!>-~I\..T 01-'\I'\' -!>I+~"° ~--n\i?.IJ 1,o DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: CHKD BY: J•,k ENGINEER OF WORK REVISION DESCRIPTION OTI-IER APPROVAL CITY APPROVAL RVWD BY: J1 W.. PROJECT NO. SOP 01-0l(B) DRAWING NO. 432-2D . I I ;,'"I'' Jii li_ . . --- / I I Q H lllD !!!I 11'.1 ISi ~ IE] ....... @ ~ NO SYMBOL ~ IE] (RECYCLED WATER) IRRIGATION MATERIAL LEGEND P.O.C. WILKINS WILKINS HAYWARD SUPERIOR RAIN MASTER WATTS NELSON RAIN MASTER V.1.T. w.cs. N/A AS APPROVED MODEL NO. I DESCRIPTION GPM PSI RADIUS 1401 .25 GPM DEEP WELL BUBBLER HEAD, EACH SYMBOL REPRESENTS TWO-FOUR .25 (1.0) 30 NIA BUBBLER$ PER TREE, SEE DEEP WELL BUBBLER DETAIL. PLACE BUBBLER$ AT EDGE OF TBALL ON OPPOSITE SIDES OF TREE. ADJUST PER ROOTBALL SIZE TYPICAL FU1URE RECYCLED) IRRIGATION WATER METER WITH AN 2" SERVICE LINE, VERIFY LOCATION IN FIELD EDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY, WITH 1-1/4" BRONZE WYE SfAINER 500HLR 1-1/4" PRESSURE RE TOR, INSTALLED AS PART OF BACKFLOW ASSEMBLY H FLANGED CONNECTIONS, AND 80 MESH FILTER ELEMENT 3200-R SERIES 1-1/2" NORMALLY CLOSED, REC D WATER, MASTER CONTROL VALVE FS-150, 1-1/2" FLOW SENSOR, INSTALL PER MANUFACTUR ' RECOMMENDATIONS AND WIRE TO CONTROLLE,R B-6080-SS-SH FULL PORT BRONZE BALL V/lJ.VE, STAINLESS STEEL STEM AND HANDLE, LINE SIZE 7645 NON-POTABLE QUICK COUPLER VALVE WITH LOCKING PURPLE COVER RME24-EG, 24 STATION EAGLE CONTROLLER INSTALLED WITHIN STAINLESS STEEL EN URE. (SEE BELOW FOR TYPE) SB-1BSS STRONGBOX STAINLESS STEEL FRONT ENTRY CONTROLLER ENCLOSURE, WITH CSA S SEM6& RGVRSS RAIN SENSOR, RG, MOUNT TO REAR OF ENCLOSURE AND WIRE TO EACH CONTROLLER, INSTALLED WITHI RESISTANT ENCLOSURE 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD PURPLE RECYCLED WATER PVC PIPE 314" -2" SCH. 40 AS LATERAL LINES 12'' BELOW GRADE DETAIL A NIA B B C D E F H,I J J J ----AS APPROVED PURPLE RECYCLED WATER PVC PIPE 2-1/2" -J" CL. 315AS MAINLINES 18" -24" BELOW GRADE, SEE DETAIL FOR DEPTH MAINLINE STUB-OUT AND WIRES FOR FUTURE ADJACENT IRRIGATION IMPROVEMENTS CONNECTION, LOCATED WITHIN E---- NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL j__ NO SYMBOL NOTE: AS APPROVED AS APPROVED AS APPROVED 3M AS APPROVED AS APPROVED AS APPROVED AS APPROVED RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD NETAFIM RAIN BIRD A RECTANGULAR VALVE BOX PURPLE RECYCLED WATER PVC PIPE SCH. 40 AS SLEEVING UNDER PEDESTRIAN PAVING, TWICE THE DIAMETEcR OF PIPE OR WIRE BUNDLE CARRIED. PVC PIPE SCH. 80 AS SLEEVING UNDER VEHICLE PAVING, THREE TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. LA TER/lJ. SLEEVE DEPTH UNDER VEHICLE PAVING= 30", LATERAL SLEEVE DEPTH UNDER PEDESTRIAN PAVING= 12", MAINLINE I WIRE SLEEVE DEPTH UNDER VEHICLE PAVING• 30", MAINLINE I WIRE SLEEVE DEPTH UNDER PEDESTRIAN PAVING= 18" IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L APPROVED) DBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER CITY REQUIREMENTS, AT TIME OF RECYCI-ED WATER CONVERSION ALL VALVE BOXES SHALL BE PURPLE COLOR CODED AND MARKED AS REQUIRED ALL VALVES SHALL HAVE RECYCLED WATER ID TAGS INSTALLED AS REQUIRED, AT TIME OF RECYCLED WATER CONVERSION CONTROLLER SHALL HAVE RECYCLED WATER PLACARDS INSTALLED AS REQUIRED, AT TIME OF RECYCLED WATER CONVERSION XCZ-100-B-COM-NP-HAN, 1" SERIES, COMMERCIAL CONTROL ZONE KIT DRIP VALVE ASSEMBLY, ASSEMBLY INCLUDES RAIN BIRD PESB-R RCV, 20D MESH STAINLESS STEEL SCREEN BASKET FILTER AND RAIN BIRD PRESSURE REGULA TOR LD-P-0~12 PURPLE DRIP TUBING WI .92 GPH EMITTERS 12'' ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 16" APART IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED 3" BELOW FINISHED SOIL GRADE WI 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK MDCFEL or MDCFTEE WI MDCF75FPT FITTING FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING Af.L CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "RAIN BIRD EASY FIT" FITTINGS PROVIDE A NETAFIM TECHLINE TLDSOMFV-1 AUTOMATIC FLUSH VALVE AT END/MIDDLE OF DRIPLINE 314" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A SEPERATE ROUND VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION INSTALL MIN. ONE FLUSH VALVE PER 1000' OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. ARV-100 AIRNACUUM RELIEF VALVE INSTALLED WITH A FT-050 COMBINATION TEE AND A 3/4" X 1/2" REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY INSIDE A Ii" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLA MIN. 1 AFN PER 500' OF DRIPLINE. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL ORI E LATERALS WITHIN THE ELEVATED AREA. MULTIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN UN TING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AT HIGH POINTS OF PLANTER AREA. INSTALLALLAIRV,l\CUUM RELIEF EQUIPMENT PER MANUFACTURER'S S CONTROLLERS "A" & "B' ARE DESIGNED TO RUN CONCURRENTLY, AT NO TIME SHALL CONTROLLERS "A" I!. "B' BE RUN SEQUENTIALLY. CONTRA SHALL PROVIDE A LAMINATED NOTE POSTED ON EACH CONTROLLE MINIMUM 1/2' LETTERING STATING THE FOLLOWING: "IRRIGATIO CONTROLLERS 'A' & "B" ARE DESIGNED TO RUN CONCURR NOTE: THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY DIFl'ERDUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. TIME SHALL CONTROLLERS "A" & "B' BE RUN SEQUENT! Biltmore Pacifica Jrri ation Sctiedula ETo/lVla POC #2 Controllor 'C' ETo/Da T • AKc Pr Rate Ori 0.4 1.1 0.9 1.7 2 Q . of Valves Total Run Times 3 Tree Bubblars 0.9 3 1 1.1 1 Q . of Valves Total Run Times 1 Tolal Valvea: 3 TOTAL RUN TIMES HRS: o. 1 JAN FEB 2.6 0.09 2.3 5 1.5 1 0.1 FEB MAR 3.4 0,11 2.7 5 1.B 2 D.1 MAR APR 3.7 0.12 3.0 a 2.0 2 0.1 APR MAY 4.9 0.16 3.8 9 2.5 3 0.2 MAY JUN 4.6 0.15 3.7 7 2.5 2 0.2 JUN JUL 4.6 0.15 3.6 7 2.4 2 0.2 JUL AUG 5.1 0.18 4.0 8 28 3 0.2 AUG SEP 4.1 0.14 3.3 7 2.2 2 0.1 SEP OCT 3.3 0.11 2.8 5 1.7 2 0.1 OCT NOV DEC T olal: 2.4 1.9 42.B o.o9 o.oa 1.9 1.5 Min/Da 4 3 Total Min/Da 1.3 1.0 Min/Da 1 1 Total Min/Da 0.1 0 1 NOV DEC NIA L K,L,M M N N/A N/A J Q R,S,T R,T R V,T NOTE: CONTRACTOR SHALL PROVIDE AN 1-112" IRRIGATION MAINLINE STUB-OUT AND WIRES AT THE LIMIT OF WORK FOR FUTURE ADJACENT IRRIGATION IMPROVEMENTS CONNECTION. CONTRACTOR SHALL ROUTE A MINIMUM OF TWO (2) COMMON WIRES, FIVE (5) ADDITIONAL CONTROL WIRES FROM CONTROLLER "C'' TO THIS APPROXIMATE LOCATION WITHIN PLANTER AND SHALL INSTALL SAID WIRES WITHIN A RECTANGULAR PLASTIC VALVE BOX. CONTRACTOR SHALL VERIFY ALL IRRIGATION SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. I ' ·----d~A··· 1"' ' ... ~ .. ; ... ....... ,.,. ~-= = = = = = ~·········=···~-··=··=·· .. =···= ---------- -------. - -----.... 9 <( llJ. llJ I Cl) I u'.J I ® ······· ,vt··· -----;( ______ ==--=-- - --.::::::::;-::::~ -... ---------.. - ZI ..JJ J: -,. o, !;;: ::i:• NOTE A: POINT OF CONNECTION #2 ("C") SHA 1" DOMESTIC (FUTURE RECYCLED) IRRIGATION WATER METER WIT COPPER SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER SSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORM ON SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN TH TUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NO THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY TH INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME S L BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ST WATER PRESSURE SIGN WATER PRESSURE MAXIMUM SYSTEM DEMAND RESIDUAL PRESSURE NOTE B: 111PSI 60 PSI 15GPM 54PSI CONTROLLER "C" SHALL BE RAIN MASTER RME24EG, 24 STATION EAGLE CONTROLLER, INSTALLED IN STAINLESS STEEL PEDESTAL ENCLOSURE, SEE LEGEND FOR TYPE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE: BUBBLER$ AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLER$ SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING. NOTE: IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. FOR LANDSCAPE IRRIGATION DETAILS, SEE SHEETS 9-10. FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS 12-15 13 E•::,r·- ,,,,,,..,.,.. __ f"T"""""' ..,,,..,..,.,,.: . , -•. ~-· Refer to Civil Engineer's Plar1s for tlact Location of Irrigation Water Meter. .......... ··'/- ==== ---::--:--1·c ----....... . - ------ --.... -- = = =====-===-____ ::-... ::-::--:>I! --·----------............ . NOTE: , CONTRAC,TOR SHALL PROVIDE A 'Z' IRRIGATl9N MAINLINE STUB-OUT AND WIRES AT. THE LIMIT OF WORK FOR FUTURE ADJACENT IRRIGATION IMPROVEMENTS CONNECTION. CONTRACTOR SHALL ROUTE A MINIMUM OF TWO (2) COMMON WIRES, FIFTEEN (15) ADDITIONAL CONTROL WIRES FROM CONTROLLER 'C" TO THIS APPROXIMATE LOCATION WITHIN PLANTER AND SHALL INSTALL SAID WIRES WITHIN A RECTANGULAR PLASTIC VALVE BOX. CONTRACTOR SHALL VERIFY ALL IRRIGATION SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. PALOMARAIRPORT RD. CONTROLLER ASSEMBLY LOCATION NOTE; CONTROLLER LOCATIONS SHOWN ON THIS DRAWING IS APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE CONTROLLER LOCATIONS FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO STALLATION OF THIS EQUIPMENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL C ECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLERS AND ALL WIRE CONNECTIONS FROM ALL V SAND APPURTENANCE VALVES TO TERMINAL STRIP. REFER TO ELECTRICAL ENGINEER'S DRAWING R POWER SOURCE. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL ELE ICAL CODES AND REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHA E DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE O R SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBT WNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNE CTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. BACKFLOW PREVENTER EQUIPMENT L TION NOTE: BACKFLOW PREVENTER LOCATIONS SHOW THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SH/lJ.L STAKE OUT THE BACKFLO ~:REVENTERS, AND ALL IRRIGATION APPURTENANCE LOCATIONS FOR REVIEW AND APPROVAL BY OWNE IOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATIONS AND EXACT POSITIONING OF BACKFLOW PR TERS AND ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICA Tl OF THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNERS BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWN ' APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIREC REVISION AT NO CHARGE. VALVE LOCATION NOTE; ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING A THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE A OLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALlATION OF ALL VA LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SH E DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. 0 10 20 40 60 NORTH SCALE: 1" = 2<:1-0" R I D G E LA~DSCAPE ARCHITECTS 755 Raintree Drive, Sui:8 300 Carlsl::ad, CA 920C9 Tel 760 4311 I 002 Fax 7604381155 www.ridgeJe.com ---------- NOTTO SCALE MARCH 14, 2006 HAS BUIL TH P.E. ____ EXP. ___ _ DATE REVIE'JED BY, INSPECTOR DATE 1-----+---+-------------ir-----+--+--+----1J SH8EET j CITY OF CARLSBAD jsfITTfs]0 ~=='--===E=N::::G::IN::E::E::Rl::N::G::D::E::PA::R=TM::::::::E::N::T ==~~==~ 1\-11.-07 LA1,II• DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IRRIGATION PLAN BILTMORE PACIFICA LOT G, RANCHO AGUA BEDJONDA, MAP NO. 823 R.o.s. 5715 (PORTION or DESCRIPTION NO. 3) APPROVEQ-)Gj..EN~/T. PRUIM /J ., ., ~ ~. CITY ENGINEER RCE 51274 EXP.09 .30 07 DWN BY: --c-,-..-PROJECT NO. ~~~8 ~r -1i:= SDP 01-0l(B) DRAWING NO. 432-2D I 'l':it•.•_I, r~·. ---~ -..., ." ---, ' ' ., . ' I l } !. iii :: ,,: ':_f I I 'i h1 ',I I· '''? I•!, ,l')I: ----. ---1"1---P-_________________ ---!' ___________________ ~-------------------~-----------------------------------------.. ,: '"I 1 -----FINISHED GRADE IN TURF AREAS ___ __,_. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN USE STAINLESS BOLT, NUT.AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV' ONTO LID. STER CONTROL VALVE, SEE LEGEND FOR SPEC. ,~----~WARNING PLASTIC TAG 'RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH -FINISHED GRADE IN SHRUB AREAS ~!..'\\i:':':m~ir""-;;::24' WIRE LOOP WITH WATER PROOF RE CONECTORS USE WHITE AND RED C R WIRES WITH STRIPE ~i=tij:~:;!:~:---'VALVEI ~--j~~;::.1--1PVCSCH40F ,J--L_JL-\j.,;;,..._IJIL.-<e ADAPTER,2REQ ~--PVC MAINLINE TO FLO SENSOFL PURPLE "ALERT l PIPE, SEE SPECS. BRICK SUPPORTS (4 REQ.) L-------BRASS UNION L--------BRASS NIPPLE TYP. L---------LANDSCAPE FABRIC ._ _________ 314" ROCK, 2 CUBIC FT. NOTE: PVC MAINLINE PURPLE "ALERT LINE' PIPE FROM BACKFLOW PER SPECS. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. SECTION VIEW -N. T.S. @ MASTER VALVE NOTE: 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. 2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND-COVER/SHRUB AREA WHERE POSSIBLE. 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. 14"X1~ RECTANGULAR VALVE BOX TYP. l QUICK COUPLING VALVE BOX, TYP. 0 0 0 0 0 0 ~0 L>I.- 2" 12" 12" 12" 12" TYP. • CD NOTE: . PLAN VIEW-N.T S VALVE BOX LAYOUT r-------LOW VOLTAGE WIRES, 3 MAXIMUM / ~------WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE ~=l:t=~~-----CLOSE TUBE LID AFTER WIRE JS INSERTED INTO TUBE 111-------POLY TUBE PRE-FILLED WITH WATERPROOF GEL ,,---LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR WIRES SHALL BE PRE-STRIPPED OF 112" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. 'TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONN!cCTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BE A 3M DBY DIRECT BUl{Y SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPRDVED WIRE CONNECTION. WIRE CONNECTION r -·-----FINISHED GRADE IN TURF AREAS -----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PURPLE COVEFL USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BS", "RECYCLED WATER" ONTO LID. BASKET STRAINER, SEE LEGEND FOR SPECIFICATION =rn11ffi111r~~=~==~1:~ -~~=D GRADE IN SHRUB ~: ITTll lmbrrl 11 IIEill ill~ -WARNING PLASTIC TAG ill111ffi "RECYCLED WATER -DO NOT DRINK" --IN ENGLISH AND SPANISH PVC SCH 40 FEMALE ADAPTER jL __ PVC MAINLINE PURPLE "ALERT LINE" TO MASTER VALVE, PIPE PER SPECS. BRICK SUPPORTS (4 REQ.) L-------8RASS UNION '--------BRASS NIPPLE TYP. '---------LANDSCAPE FABRIC '----------314' ROCK, 2 CUBIC FT. '-----',.#-------------PVC MAINLINE PURPLE "ALERT LINE" NOTE: FROM P.O.C. USE 45 DEGREE ELLS T NLINE DEPTH FROM UJ>·STREAM SIDE OF THE BASKET STRAINER ASSE'.l:lil3J/{ © BASKET 9- .-------FINISHED GRADE IN TURF AREAS NOTES: -----PURPLE PLASTIC ROUND VALVB BOX WITH B COVER, USE STAINLESS BOLT NUT AND WASHE HEAT BRAND "QCV" ONTO LID. ~I" ;;;.21-FINISHED GRADE IN SHRUB AREAS ~ill n~----l/a~a>I ;lf!f--QUICK COUPLER VALVE, ACME THREADED Ill= SEE LEGEND FOR SPEC. _,.,...--\1-----GALV. PUNCH LOC (2 REQ.) ■r-1..r ~---+----BRASS NIPPLE (LENGTH AS REQ.) _,.,...-BRICK SUPPORTS (3 REQ.) BRASS TRIPLB SWING JOINT (SIZE PER QCV) USE TWO STREET ELLS, ONE NIPPLE (6' MIN. LENGTH), AND ONE THREADED ELL FOR ASSEMBLY L----L:'la!!.J----MAINLIN~, SEE SPECS. 1---------#4 x 36" REBAR STAKE '----------LANDSCAPE FABRIC '------------314' ROCK, 1 CUBIC FT. • USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. • QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. SECTION VIEW -N.T.S. ® QUICK COUPLER CLEAN COMPACTED BACKFILL PAVING, BY OTHERS UNDISTURBED SOIL LATERAL LINE IN SLEEVE CONTROL WIRE IN SLEEVE MAINLINE IN SLEEVE NOTES: (2)WARNING TAPES SLEEVES UNDER PEDESTR PAVING SHALL BE SCH. 40, TWICE THE DIAMETER OF THE PIPE OR WIRE B LE CARRIED. SLEEVES UNDE HICLE PAVING SHALL BE SCH. BO, fHREE TIMES THE DIAMETER WIRE BUNDLE CARRIED. NTROL WIRES TO MAINLINE AT 10-FEET ON C~NTER. SECTION VIEW -N.T.S. SLEEVE INSTALLATION r--------------WYE STRAINER SEE LEGEND FOR SPECIFICATION .-----------RIP DEVICE SEE LEGEND FOR SPECIFICATION ~------BRASS BALL VALVE TYP. ,--J----f--t-;;::::=1-----BRASS NIPPLES MIN. 4" TYP. ~-+----BRASS ELL, 4 REQUIRED ---BACKFLOW ENCLOSURE IF SPECIFIED 1,----PRESSURE REGULATOR SEE LEGEND FOR SPECIFICATION 1,----BRASS UNION, 2 REQUIRED .-I--,----BRASS RISERS LENGTH AS REQ. ~~r::!-.---PVC MAINLINE TD MASTERVALVE ,__ ___ SCH 80 PVC FEMALE ADAPTER '-----SCH 80 PVC NIPPLE 6" MIN. L----------CONCRETE SLAB, SEE BELOW '---------------CONCRETE THRUST BLOCKS '-----------------PVC MAINLINE NOTE: SECTION VIEW -N.T.S. If 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, 16" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. INSTALL PER C.M.W.D. STANDARD DWG. #W-20 ® BACKFLOW DEVICE ~-----FINISHED GRADE IN TURF AREAS WARNING PLASTIC TAG _ _J "RECYCLED WATER ·DO NOT DRINK" IN ENGLISH AND SPANISH SCH. 80 UNION _____ _, @ DIMENSION 112" TO 2-112" IN SIZE 3" TO 8" IN SIZE 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 "RCV' AND CONTROL STATION #ONTO LID. A 18" 24" CONTROL VAL VE (2)WARNING TAPES B C 12" 4" X 4" SECTION VIEW -N.T.S. CLEAN COMPACTED BACKFILL LATERAL LINES, PURPLE "ALERT LINE" PIPE, SEE SPECS. ® PIPE INSTALLATION NOTE: ~-----RODTBALLOFTREE .,,,---BUBBLER HEADS PER LEGEND AND AS SHOWN A30VE INDICATED BELOW: 2 BUBBLERS MIN. PER TREE 3 BUBBLERS PER 24" & 36" BOX TREE 4 BUBBLER$ PER 48" BOX AND LARGER TREE . / PVC LATERAL LINE PIPE ..c.-..:..J.""-'C!::,;,"<C'"-'--'...c.....w'(C.....:..C..i.....;...;_ .. ,' SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIREMENTS PLAN VIEW· N.T S, ROOT WATER ~------FINISHED GRADE IN TUR ----PLASTIC RECTANG R VALVE BOX WITH BOLT DOWN COVER, USE S LESS BOLT, NUT, AND WASHER. BOX TO BE CED AT RIGHT ANGLE TO HARDSCAPE T BRAND "BV" ONTO LID. -FINISHED GRADE IN SHRUB AREAS ,--,-\11-l+,,,H+~--WARNING PLASTIC TAG _,r-,'.l,,.__J "RECYCLED WATER -DO NOT DRINK" 0:----PRESSURE SUPPLY LINE DEPTH AS PER SPECS. '----PVC MALE ADAPTER ---BRICK SUPPORTS (4 REQ.) '-------BRASS UNION '--------BRASS NIPPLE '----------LANDSCAPE FABRIC '-----------314" ROCK, 2 CUBIC FT. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. SECTION VIEW -N.T.S. BALL VALVE WARNING SIGN "RE MED WATER DO NOT DRINK' I ENGLISH AND SPANISH -~~ ~--STAINLESS STEEL ENCLOSURE SEE LEGEND FOR SPECIFICATION ~--RAIN SHUT-OFF DEVICE, REFER TO LEGEND FOR SPECIFICATION 1-:_~1.__~-7-Jl!=::,l_ __ ~~JRRIGATION CONTROLLER .,..--GFI E SWITCH CONTROL WIRES 1" PVC ELECTRICAL SWE FLOW SENSOR WIRES EPOXY SEALANT CONCRETE PAD AS PER CONTROLLER ENCLOSURE MANUFACTURER'S SPECS. ,.,,;·--,:: ... ,·~iii.-FINISH GRADE C: I IS' 2 ·, ·' ·· ll 1TTI 1...---3"PVCELECTRICALSWEEPFOR ,,.~ ~, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ~-------4-INCH GRATE (INCLUDED} ~-----ROOT WATERING SYSTEM: :::;,4.~ RAIN BIRD RWS-BCG (INCLUDES 1401 0.25 GPM BU R WITH RISER, CHECK VALV RATE, SWING ASSEMBLY, 11 ' NPTINLET, AND BASKET CANI- FINISH GRADE 112-INCH MAI£ NPT INLET (INCLUDED) PVC SCH 40 TEE OR EL '-----LATERAL PIPE ~------4-INCH BASKET WEAVE CANISTER. (INCLUDED) '---"._-~~.!,,'~i::.,;<w---------AMMENDED BACKFIU. SECTION VIEW -N.T.S. .--------FINISHED GRADE IN TURF AREAS ill" ·1 I I~ ill ill I . wc_;w wmn11 -----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 "FS' ONTO LID. 4" MIN. ,t__ FLOW SENSOR, SEE LEGEND FOR SPECIFICATION FINISHED GRADE IN SHRUB AREAS 24" WIRE LOOP WITH WATER PROOF WIRE CONECTORS use RED AND BLACK COLOR WIRES WITH STRIPE rlllfrl1'1'«111flli!l'!mr!@l)rl/WfitlH'Fi~--wARNING PLASTIC TAG "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH PVC MAINLINE PIPE PER SPECISIFICATION -,.,,:..,,.1----BRICK SUPPORTS (4 REQ.) ~--------LANDSCAPE FABRIC ~---------314" ROCK, 2 CUBIC FT. . PVC MAltLINE PIPE TO MASTER VALVE PER SPE · S. AND PLAN. NOTE: INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMME~DATIONS, WIRE TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-TREAM SIDE OF THE FLOW SENSOR. SECTION VIEW-N.T.S. ® FLOW SENSOR FOR LANDSCAPE IRRIGATION PLAN, SEE SHEET 8 . FOR ADDITIONAL LANDSCAPE IRRIGATION DETAILS & NOTES, SEE SHEET 10. FOR LANDSCAPE SPECIFICATIONS, SEE ~",/ :HEETS 12-15. ~===-=-~~ LOW VOLTAGE CONTROL WIRES b.,. 1" PVC ELECTRICAL SWEEP FOR c::---f.4~~@. -110VOLT POWER WIRES .,,-r,Cf-I~~ 3{a l 3/4" X 96' COPPER GROUND ROD CONNECT AS PER MANUFACTURER 'I. .Vo ~ 81, ~ ...... _.a.._ cs -,: ... MARCH 14, 2006 0 co SECTION VIEW -N.T.S. -, • r -°'R I D G~ 0 AS BUILT" NTROLLER LANDSCAPE ,. ARCHITECTS 765 Raintree Drive, Suite300 Carlsbad, CA 92009 P.E. EXP. DATE Toi 760 438 ';002 Fax 760 <38 1155 www.ridgele.com REVIE\JED BY• INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 0 IRRIGATION DETAILS BILTMORE PACIFICA LOT G, RANCHO AGUA HEDIONDA. !,(A,JI NO. 823 R.0.9. 5715 (PORTION OF DESCRIPTION NO. 3) AP;;~VE~• /~~. T. PRUIM f/-1!•~·' CITY ENGINEER RCE 51274 EXP.09/30/07 DAE ll-lt-01 l.>-IJ'-;t>,, .&."l>-'&01\.'t, o~,-r ~fl~~ b ~ Zo DWN BY: DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:~ PROJECT NO, DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: SDP 01-0l(B) 432-2D I i " ' I ) I I L__ ---- - - : ';r 1 :: ._, ·Ii' ' ', . . ,--.., f···· iJ!'i ~-"'"!'-----------------:----------------"""'!"'"--------------~--------------------..... ---------~'' FINISHED GRADE --► RAIN BIRD ''EASY FIT" _..,"'-:-------' MDCFTEE. FITTING RAIN BIRD "EASY FIT" ----""-..-~.fl1'ri MDCF5DFPT 112" ADAPTER 112' SCH BO T.O.E. NIPPLE -----""'i~d, LENGTH AS REQUIRED KING BROTHERS FLEXIBLE -------> NIPPLE, #FVN-5D0-6F MIPT x FJPT, 6" LENGTH) SCH. 40 PVC TEE -------,\ SxSxT, LINE SIZE BY 1J2" PVC LATERAL LINE --► \...==:j_ __ _J:::==.J SECTION VIEW -N.T.S. •• 12· @ DRIPLINE CONNECTION GUIDELINES FOR RECYCLED WATER USE The following guidelines are intended to provide lhe basic parameters for lhe use of recycled water ln landscape lrrigation. To operate your system in compliance with these guidelines you must 1. Irrigate between the hours of 10:00 p.m. and 6:00 a.m. only. Watering outside this time frame must be done manually with qualified supervisory personnel on- sita. No system shall al any time be left unattended during use outside Iha normal ochedula. 2. Irrigate in a manner that will minimize runoff pooling and pondirlQ. Tua application rata shall not exceed the infiltration rate of the soil. Timers must be adjusted so as to be compatible wilh the lowest soil infiltration rate present. This procedure may be facilitated by Iha efficient scheduling of the automatic control clocks, (I.e. employing the repeat function to break up tho total irrigation time lnlo cycles that will promote maximum soil absorption). 3. Adjust spray heads to elilTlinate overspray into areas not under the control cf the customer. For example, pool decks, private patios, streets and sidewalks. 4. Monitor and maintain the system to minimize equipment and material failure. Broken sprinkler heads, leaks, unreliable valves, eto., should be repaired as soon as they become apparent. 5. Educate all maintenance personnel, on a continuous basis, of the presence of recycled waler, and the fac:t that it is not approved for drinking purposes. Given the high turnover rate of employees in the landscape industry, it is important thal this information be disseminated on an almost daily basis. It is you, the landscape contractor, who is responsible for educating each and every one of your employee~. 6. Obtain prior approval for all proposed changes and modifications to any on- site facilities. Such changes must be submitted to, and approved by, the District Engineering office and designed in accordance with District standards. Failure to comply with any or al! of the above guidelines puts your system in violation Of lhe District's Rules and RB{;lulalions and will resull in termination of service until the appropriate corrective steps have been taken. RECYCLED WATER PLAN NOTES , . All work shall be done in accordance with lhe City of Carlsbad's Rules and Regulations. 2. Drinkjng water fountains and designated outdoor eating areas shall be protected against contact with recycled water spray, mist or runoff. 3. Best management practices shall be used le eliminate or control to lhe best possible; pending, run-off, □var-spray and misting. 4. Hose bibbs are strictly prohibited. 5. Cross -connections between recycled water lines and potable water lines are strictly prohibited. 6. No substitutions of pipe malerials will be allowed without prior approval of lhe City of Carlsbad. 7. All mainline pipe shall have warning tape per the City of Carlsbad's Rules and Regulations. 8. Hours for irrigation with recycled water are from 10:00 p.m. to 6:00 a.m. The hours for irrigation with disinfected tertiary racycled water may be modified by the loca! authority. Irrigation during public use periods with disinfec::led tertiary recycled water shall be under the supervision of the designated user supervisor. Irrigation with water of a lesser quality than disinfected tertiary recycled water shall be between the hours of 10:00 p.m. and 6:00 a.m. 9. Burial of all wiring and pipe shall meat the City of Carlsbad's Rules and Regulations. 1 O. Non-designated use areas shall be protected from conlac:t with recycled waler, whether by windblown spray or by di reel application through irrigation or olher usa. Lack cf protection, whelhar by design, conslruction practice or system operation, is stricHy prohiblted. 11. Irrigation heads shall be relocated or adjusted lo minimize or eliminate over-spraying on sidewalks, streets and non-designated use areas. 12. Recycled water Quick coupling valves shall be of a type de5igned for use on recycled waler distribution systems per lhe City of Carlsbad"s RJJes and Regulations. 13. Alf appurtenances (sprinkler heads, valve boxes, etc.) on recycled waler systems shall be oolor-coded purple per AWWA guidelines and Section 116815 of the California Heallh and Safety Code. 14. All irrigation pipe shall be stenciled with the warning "Non-Potable or Recycled Watef', color coded (purple) and laid with tha warning tape and slenciling oriented toward lhe top of the trench per Iha City of Carlsbad's Rules and Regulations. 15. On new on-site systems (post meter). potable water, constant pressure recycled water and sewer linez shall be placed a minimum of four feet apart or as directed by the project engineer and/or regulatory a cy. Mearsurements shall be between facing surfaces. no pipe center lines. 1 ll Constant pressure recycled water lines shall cross at least twelve inches below potable w maintain at least twelve inches crossing separation between olher utilities. 17. If a constant pressure recycled water line shall be installed above a potable wate e or less than twelve inches below a potable water lina, then the recycled waler line shall be i ed wilhin an approved protective sleeve as per the City of Carlsbad's Rules and Regulations. 18. Developer/Contractor shall conduct a cross-connection lest and co· ge test as direc:tad bl' the City of Carlsbad and/or the San Diego County Department of Envir enlal Health prier to any use of recycled waler. 19. The required cross-connection inspection shall be do y either the Carlsbad Waler District and/or the San Diego County Department of Environmental Ith. Copies of inspection reports will be foiwarded to the non-inspecting party. · 20. The design proposed for recycled water" Nol Drink' signs shall be placed as directed by the City. 21. A physical separation shall be provi between adjacent areas irrigated with recycled water and potable water. Separation shall be provide dislance, concrete mow strips or other approved melhods. 22. All pressure mainline pipe' the recycled waler system shall be instelled to maintain a 10 foot minimum horizontal sepa •· from all potable water pipe_ Where recycled and potable water pressure mainline pipe cross, the recycled waler pipe shall be installed below the potable water crossing in e ci 200 purple pvc sleeve which extends a minimum of 5 feet on either side of the potable water pipe. Provide a minimum vertical clearance of 12 ini;hes. 23. Conlact the City's Office two days prier to the irrigation coverage test and arrange a walk throUIJh of the system. Failure to comply wilh any or all of the above guidelines puts your system in violation of the District's Rules and Regulations, and will result in termination of service until the appropriate corrective steps have been taken. ---PVC SCH 4D ELL PVC SCH BO NIPPLE (TYPICAL, LENGTH AS REQUIRED) METER BOX WI METER----~ NOTE: --FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, use. STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED Al RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND •RCV" AND CONTROL STATION# ONTO LID. r'I< r .,-,......-FINISHED GRADE I", IN SHRUB AREAS """'~ SIDEWALK ----- CURB----24" 1. TWO MINIMUM PER SITE DESIGN NOTES: 1. 2" SQ. ALUMINUM TUBE PAINTED TO MATCH FRAZEE "ORANGE Pl;AL" CAUTIO RECLAIMED WATER USED FOR IRRIGATION DO NOT DRINK • PRESSURE REG. R.C.V. =1i iii I Ii Ii ·. CONTROL ZONE KIT: RAJ~ BIRD XCZ..100COM XCZ-100 COM KIT •• MIN :1 I 1= = INCLUDES FPT BALL VALVE, POTABLE SERVICE LINE ----3 5 FEET (SEE IMPROVEMENT DRAWINGS) \ 2. FINISH GRADE FILTER r----- 1 I I I ------. __ 111._. 1DDPESBVALVE,RBY1DDCLSS , FILTER AND PSI-M4DX-1D0 -'!!!!-, 1=111= PRESSURE REGULATOR. PVC SCH 80 NIPPLE (2-INCH LENGTH. HIDDEN) AND PVC SCH 40 ELL ~---PVC SCH 40 MALE ADAPTER ~=]---PVC LATERAL TO DRIP SYSTEM il'-----PVC SCH 80 NIPPLE, CLOSE (1 OF 3) \;-0 ,;-;-;1i\----PVC SCH BO UNION FOR SERVICING ASSEMBLY ~~~•~=JJ.,e:::::::,,J~ BRICK SUPPORTS (4 REQ.) t_ ____ LANDSCAPE FABRIC 314" ROCK, _2 CUBIC FT. 3" MINIMUM DEPTH L _____ WARNING PLASTIC TAG "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH SECTION VIEW· N.T.S. 12" MINIMUM REQUIRED VERTICAL SEPARATION RECYCLED WATER IRRIGATION _______ _,f' MAINLINE WI SLEEVE NOTE: ALL RECYCLED WATER IRRIGATION PIPE AIND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN; "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RELAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS", OCTOBER 1993 SECTION VIEW· N.T.S. APPROX. 8" POTABLE SERVICE LINE 10' MIN. TO POTABLE MAINLINE IN STREET RECYCLED WATER IRRIGATION MAINLINE WI SLEEVE NOTE: 12" MIN. VERTICAL CLEARANCE OF 12" MINIMUM JS MANDATORY WHEN CROSSING PATH OF POTABLE WATERLINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK IWLL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. SECTION VIEW-N.T.S. 3. CONCRETE FOOTER 4. 9"x14"x1l8' ALUMINUM PAINTED TO MATCH PURPLE PMS #265 5. HP WHITE VINYL GRAPHICS SECTION VIEW -N.T.S. 1;i CUIDADO AGUA RECLAMADA UNICAMENTI PARA REGAR PROHIBO TOMAH RCV ASSEMBLY ®POTABLE MAINLINE CROSSING @ POT ABLE SERVICE LI CROSSING ® RECLAIMED WATER SIGN OD VALVE KIT, AIR/ VACUUM RELIEF VALVE ~--PLASTIC ROUND VALVE "SIZE HEAT BRAND "ARV" ONTO LID. LANDSCAPE FABRIC 314" ROCK, 1 CUBIC FT. RAINBIRD EASY FIT TEE, MDCFTEE AND FPT ADAPTER-MDCF75FPT '-------------WARNING PLASTIC TAG "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH SECTION VIEW -N.T.S. VALVE BOX SEE SPECS. LINE FLUSHING ----1,f--_. VALVE TL050MFV-1 314" GRAVEL SUMP (1 CUBIC FOOT) -----FINISHED GRADE IN SHRUB AREAS PVC LATERAL (OR EXHAUST HEADER) DRIPLINE BLANK LATERAL MDC POLY CONNECTION FITTINGS TO DRJPLINE LATERALS CONNECTION TO PVC LATERAL SEE LEGEND FOR TYPE 1----PVC HEADER SIZE PER PLAN MIN. SIZE 314" --P-V-CHEADER====' MIN. 314" SIZE FLUSH VALVE---..,- -IRRIGATION RCV LD IN-LINE TUBING IN ROWS 14-16 INCHES ON CENTER ON LEVEL GROUND. INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN INSTALL AIR RELIEF VALVES PER DETAIL, AT HIGH POINTS OF EACH TUBING SECTION PER PLAN. RUN AIR/VACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM. ATTACH ALL IN-LINE DRIP TUBING TO BLANK LATERAL. MORE THAN TWO RELIEF VALVES MAY NEED TO BE INSTALLED PER SECTION PLAN VIEW -N.T.S. ---DRIP TUBING RECOMMENDED INSTALLATION: ' AS PER LANDSCAPE DRAWINGS TO INSURE EVEN PARALLEL ANO LEVEL TUBING ROWS IT JS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 5" saow FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING WI RE HOOP ST AKES AT 5 FEET ON CENTER SPACING. BACKFILL FINAL 3" OF SOIL OVER TiiE TUBING AFTER INSTALLATION OF THE TUBING SECTION VIEW-N.T.S. DRIP AIR RELIEF VALVE @ FLUSH VALV Ci) DRIPLINE CONNECTION ® DRIPLINE CONNECTION 1. 2. 3. 4. 5. 6. 7. 9. IRRIGATION NOTES ALL LOCAL MUNICIPAL ANO STATE LAWS, RULES AND REGULATIONS GOVERNING O LA TING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS A THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING ITIES, STRUCTURES AND SERVICES BEFORE CCMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHO IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SH BE REPORTED TO THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL OBTAIN THE PERTINENT EN EERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. THE CONTRACTOR SHALL OBTAIN ALL NECESS PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. THIS DESIGN IS DIAGRAMMATIC. AL QUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. T WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT JS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIO 1ST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO TH TENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR LL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. INSTA LL EQUIPMENT .. s SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL OUNTY AND STATE REQUIR~MENTS FOR BOTH EQUIPMENT AND INSTALLATION. ACTUAL LOCATION FOR THE INSTALLATION OF THE AU TOMA TIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR IS TO PROVIDE ONE ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE ANDI OR WIRE UNDER PEDESTRIAN PAVING AREAS TO BE INSTALLED IN A PURPLE RECYCLED WATER PVC PIPE SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. ALL PIPE AND I OR WIRE UNDER VEHICLE PAVING AREAS TO BE INSTALLED IN A SCH. 80 SLEEVE THREE TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11. ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18' OF HAROSCAPE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. THE CCNTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CCNTROLLERAND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. RIDGE LANDSCAPE ARCHITECTS RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. 14. INSTALL POP-UP SPRINKLE:R ASSEMBLIES WITHIN 10-FEET OF All PEDESTRIAN USE AREAS. 15. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. CAPE JRRJGA TJON WATER ANALYSIS PROJECT; Bilbnore Pacifica Slreet Scapa POC #2 ("C") Carlsbad, CA A ............ Projec:IETc: 4280 ~i~ ~"-7 MAXIMUM APPLIED WATER ALLOWA~¥ '"'I:.. (GALLONS PER YEAR) ~ ~ ~ .S,,,..., MWA:(ETo)x(08)x(Tolal SQ Fl)x(62F">-'e rs '~e 42.80 X 0.8 X 3,260 X 0.62 + ~5 ~3111.0. Total ProjectAcreage 0.07 "°<Jp ~ 9, .. </. ESTIMATED APPLIED wATER usED: 90 Alo. ~ ; '• (GALLONS PER YEAR) -, .. O '"'O ~ti/, EWU: (ETo)x(Plant Factor)x(Hydrozone SQ. Fl.)x(.62) , .) ,..l/ Irrigation Efficiency HYDROZONE # 1: (Shrub area w1lh Drip) 42.8 X 0.4 X 3,260 X 0.62 = 0.9 MAXIMUM APPLIED WATER TOTAL ESTIMATED WATER USE: 38,448 Gal.Mr 69,206 Gal.Mr 38,448 Gal.Mr 0.12 Acre Feel/Yr. 0.21 Acre Feel/Yr. 0.12 Acre Feet/Yr. FOR LANDSCAPE IRRIGATION PLAN, SEE SHEET 8. FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS 12-15. WATER PRESSURE CALCULATIONS POC NUMBER 2 POCSIZE 1· HYDRAULIC GRADE LINE 375 POC ELEVATION 111 ELEVATION DIFFERENCE 264 STATIC PRESSURE PSI 114 REMOTE CONTROL VALVE# C3 REMOTE CONTROL VALVE SIZE 1· R.C.V. DEMAIND GPM 13 TOTAL DEMAIND GPM 13 RCV. ELEVATION 110 STATIC PRESSURE AT R.C.V. 114 SIZE DESCRIPTION PSI LOSS 2" SERVICE LINE 0.1 PSI 1" WATER METER 2 1.0 PSI 1" BACKFLOW PREVENTER 2 12.0 PSI 1-114" BASKET STRAINER 3 1.0 PSI 2" BALL VALVES 4 0.5 PSI 1112" MASTER CCNTROL VALVE 5 1.0 PSI 2" 50 FEET OF MAINLINE: TYPE CLASS 315 6 0.1 PSI 1112'' 300 FEET OF MAINLINE; TYPE SCHEDULE 40 7 2.4 PSI 1" REMOTE CONTROL VALVE B 5.7 PSI 10% LATERAL LINE LOSS 9 3.0 PSI 10% FITTING LOSS 10 2.7 PSI 0 ELEVATION CHANGE P.0.C. TO HIGHEST HEAD 11 0.0 PSI T EM PRESSURE LOSS SUM OF #1 THRU #11 12 29.5 PSI UIRED AT HEAD 13 30.0 PSI TOT QUIRED SUM OF#12AND#13 14 59.5 PSI STATIC FROM ABOVE 15 114.0 PSI RESIDUAL PR T#14FROM#15 16 54.5 PSI SET PRV OR MCV SI 17 70.0 PSI PRESSURE BOOST #15+20PSI 18 NIA PSI MARCH 14, 20D6 R I D G E LANOSCAPo ARCH I HCTS HAS BUIL TH cef 755 Rainlrae Drive, Suite 300 Carlsbad, CA 92009 Tai 76D 438 1002 Fax 760 4381155 www.ridge1a.com P.E. ___ EXP. ___ _ DATE REVIE\/ED BY• ~NSPECT □R DATE 1----+---+------------1-----l---1-----l---1 fSHml0 GITY OF CARLSBAD ~o :=L!_Qj===..===::E:::N:::G::::IN:::E::ER:::IN:::G::::::D:::E::::PA:::R::::™:::::::EN:::T:==::::.:~==~ DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IRRIGATION DETAILS & CALCULATIONS BILTMORE PACIFICA LOT G, RANCHO AGUA HEDIONDA, MAP NO, 823 R.o.s. 5715 (PORTION or DESCRIPTION NO. 3) A_P..',~UR~"..,V:-:_D.1,[)i....d.L'.......i~'l'N~;~· :::P=RU:::.I_M ----r /4...; e ' CITY ENGINEER RCE 51274 EXP.09 30 07 DATE DWN BY: ~~-PROJECT NO. DRAWING NO. 2~~8 ~~; ~\). SDP 01-0l(B) 432-2D ·,j , 1 ._ __________________________________________________________________________________________ _.! . ., ! ' ' .-- - - 1 , 100506 ' . - ' ' ' I ' TING NOTES A. ~L.ANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, , ___ "ING AND OTHER PLANTING INFORMATION. B. NOTIFY THE OWNER'S A ORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT Of WORK TO DINATE PROJECT INSPECTION SCHEDULES. C. VERIFY ALL EXISTING CONDITIONS, DI SIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDS E ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON D. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEE E DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CO TED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUET TO REPORT KNOWN DISCREPANCIES. E. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. F. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. G. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. H. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~ HAVE SAMPLES TESTED BY SOIL AND PLANT LAB, (714) 282-8771, FOR SOIL FERTILITY, TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10• DEEP, (2)24" TO 36'' DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER. SUBMIT SOIL REPORT TO LANDSCAPE ARCHITECT PRIOR TO PLANTING. I. KILL AND REMOVE ALL EXIST! NG WEEDS FROM SITE AREAS PER SPECIFICATIONS. J. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2 % MINIMUM. K. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED Ot-1 UNHEALTHY APPEARANCE OR NOt-1-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OWNER. L. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. M. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. N. Pt.ANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. 0. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING. P. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. Q. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. R. REMOVE All NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. S, DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. T. MULCH ALL LANDSCAPE AREAS HAVING LESS THAN A 2:1 SLOPE WITH A2' DEEP LA YER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. U. CONTRACTOR SHALL REPLACE ANY EXISTING PLANT MA TE RIAL WHICH IS DAMAGED BY CONSTRUCTION OPERATIONS. REPLACEMENT PLANT MATERIAL MUST BE OF MATCHING SPECIES, INSTALLED FROM THE FOLLOWING MINIMUM SIZE: 15-GALLON TREE, 1-GALLON SHRUB, FLATTED GROUNDCOVERAND SODDED TURF. I I+--:--------~1 L __j_ NOTES A. ALL SHRUBS I GROUND COVERS SHALL BE Pl.ANTED AT EQUAL SPACING (TRIANGULAR) UNLESS O1HERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. NOT TO SCALE B . MEDIAN PLANTING LEGEND SYMBOL BOTANICAL I COMMON NAME TREES: QUERCUS ILEX / HOLLY OAK SHRUBS, VINES & GROUNDCOVERS: AGAPANTHUS ORIENTALIS I LILY OF THE NILE MINIMUM SIZE 24" BOX STD. DETAIL QTY. A 10 PLANT 3'·0" O.C, B/C 240 // /// ----'-,, -- SOIL SAMPLE LOCATION ---== ' -DENOTES SOIL SAMPLE LO ION-REFER TO NOTE 'H' OF PLANTING NOTES FOR ADDITIONAL /jPALOMARAIRPORT RDj,i ;'/ ... -- ~ ---=:...._ ·• .. INFORMATION. --~~-_;;.;,.·",.............,_ ...... , ..... , ... , LEGEND OUGH FIFTEEN GALLON SIZE CONTAINER PLANT TERING BASIN -MIN 4• DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. FINISHED GRADE -- 4. AMENDED BACKFILL MIX. SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF PLANT· MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. SHRUB PLANTING NOT TO SCALE ;...---=------ OF ROOTBALL TREE PLANTING NOTE: MULCH ALL DSCAPEAREAS HAVING LESS THAN A 3:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MU , PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMP. TO THE CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY AT JOB SITE. 1 FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS 12-15. . ... ---· .. ,.--·· ;,/'1,i o· ~ ,Q 2 PLAN VIEW LEGEND 1. 24" CORDED TIE. SEE SPECIFICATIONS. ATTACH WITH ROOFING NAILS (4 TYP.) 2. 2• DIA. X 1 O' LODGE POLE PINE STAKE (2 TYP.) KEEP CLEAR OF ROOTBALL AND CROWN OF TREE. SEE SPECIFICATIONS. 3. WATER BASIN, 3" MIN. DEPTH AFTER WATERING BY HOSE. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. FINISHED GRADE. AMENDED BACKFILL. SEE SPECIFICATIONS FOR MIX AND PIT SIZE. NT TABLET PER SPECIFICATIONS. E ING SOIL. SCAR IDES AND BOTTOM OF PLANTIN 9. ARBOR-GARD USE IN TURF AR 10. SET TOP OF ROOTBAL "ABOVE SURROUNDING GRADE A LOPE FOR DRAINAGE. 11. INSTALL#UB24·2 ROOT BARRIER, MANUFACTURED BY DEEP ROOT, (BOD) 458-7668, AT ALL TREES WITHIN 5' OF HARD SCAPE, OR AS SHOWN ON PLANTING PLAN. NOTE: MAINTAIN TURF 3" CLEAR FROM TREE TRUNK. NOT TO SCALE 0 10 20 40 NORTH SCALE: 1" = 2Cf•CY' 60 ::, ,-;~::~:::=::~:~::i:;:;;~~I~.'~.:~t_:~~:1:_n~_:;,_:::,:::i7,;··:;.:= - : ,,,, ,,nr•:·' "'*'' ,,,,;,•• df·' \'r#J'[i• q, ::.••in . ·';1/ I -...,. ,,..----/! --1".l ----- KEYMAP R I D G E LANDSCAPE ARCHITECTS 755 Raintree DriY&, Suite300 Carlsbad, CA 92009 T~ 76C 43! 1002 Fax 760 4381155 www.ridgcla.com NOTTO SCALE MARCH 14, 2006 ' HAS BUIL TH P.E. ---EXP. ----DATE REVIE\.IED BY, INSPECTOR DATE ' t---+--+----------+----+---1----+~fsHEET11 CITY OF CARLSBAD ~ ;:::L___!!j===-.':::=:::::::E::N:::G::IN:::E::::ER:::l::NQ:j::::D:::E::PA::R::TM::::::E::N T:::::::=::::....':~==0~ PLAJilTING PLAN & DETAILS BILTMORE PACIFICA LOT G, RANCHO AGUA HEDIONDA, MAP NO. 829 R.O.S. 5715 (PORTION: or DESCRIPTION NO. 3) APPROVE~ GLE)IN T. PRl,JIM 1----+----+---------------1----1-----1---1---"' It-· Ll-1 &•-~/2i~, 1..-..-::;;f.-.:-;--;-+.a.-~-:::c.,,.-,:=--cc--c:--=--.----:----::;:-----t----+--+---t------l CITY ENGINEER RCE 51274 EXP.09 30 07 DATE ll-l?-01 \.436 A:S-~1LT, oM,,-~1-hinS b~ Zo DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: ---PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION f-D-TH_E_R_A_,.PP-R-DV---A-"-L-+. .... c---iTY-=--Af'.1.P .... R .... ov .... A::..L~ 2~~g ~~; ft SDP O 1-01 (B) 432-2D L . I. \,~~si~: ) f , I ' I I I i I I L TION 02811 LAN E IRRIGATION SYSTEM RECLAI WATER Note: In case of c ·cts, the Carlsbad Municipal Water District's standard specifications shall take precedence. Part 1 -GENERAL 1.01 SUMMARY A. It is the intent of the specifications and ings that the finished system is complete in every respect and shall be ready for operation sati tory lo Iha Owner. B. The work shall include all materials, labor, services, portation, and equipment necessary lo perform the work as indicated on the drawings, in these s ·fications, and as necessary lo complete the contract. 1.02 CONSTRUCTION DRAWINGS A. Due to the scale of the drawings, ii is not possible to indicate all offsets, fittings, s es, etc. which may be required. The Contractor shall carefully investigate the structural and 1 conditions affecting all of his work and plan his work accordingly, furnishing such fittings, e . s may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Architect shall have final authority for clarification. When a conflict occurs between an item shown on the plan and as shown on the specifications, the Architect shall have final authority for clarification. C. The Contractor shall not wilfully install the irrigation system as shown on the drawings when ii is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Architect as soon as detected. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. 1.03. QUALITY ASSURANCE A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this section. B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnishes directions covering points not shown in the drawings and specifications. C. All local, municipal and slate laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall lake precedence. • D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner. E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements made by others affecting the work of this section. 1.04 SUBMITTALS ' D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own cost, all damage resulting from his operations or negligence. E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. 1.06 INSPECTIONS A. The Contractor shall permit the Architect and Owner's authorized representative to visit and inspect at all limes any part of the work and shall provide safe access for such visits. B. Where the specifications require work lo be tested by the Contractor, ii shall not be covered over until accepted by the Architect, Owner's authorized representative, and/or governing agencies. The Irrigation Contractor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Irrigation Contractor's expense. C. Inspections will be required for the following al a minimum: 1. System layout 2. Pressure test of irrigation main line (Four hours at 125 PSI or 120 % of static water pressura, which ever is greater.) 3. Coverage test of irrigation system 4. Final ini;pection prior to start of maintenance period 5. Final acceptance · e observations and testing will not commence without the record drawings as prepared by the · ation Contractor. Record drawings must complete and up to dale for each site visit. E. Work which · testing and is not accepted will be retested. Hourly rates and expenses of the Architect, Ow authorized representative, and governing agencies for reinspection or retesting will be paid b e Irrigation Contractor at no additional expense to Owner. 1.07 STORAGE AND HANDLING A. Use all maa11s necessary to protect irrig system materials befora, during, and after installation and lo protect the installation wor d materials of all other trades. In the event of damage, immediately make all repairs and repl ants necessary to the acceptance of the Landscape Architect and Owner and at no addition st to the Owner. B. Exercise care in handling, loading, unloading, and storing plastiC'Sme and fittings under cover until ready to install. Transport plastic pipe only on a vehicle w bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated exter 1.08 CLEANUP AND DISPOSAL A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen al frequent intervals or when ordered to do so by the Owner's authorized representative. B. At the lime of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area. 1. 09 TURNOVER ITEMS A. Record Drawings: 1. Record accurately on one set of contract drawings all chan in the work constituting departures from the original contract drawings. 2. The changes and dimensions shall be recorded in egible and workmanlike manner to the satiMaction of the owner. Prior to final ins ion of work, submit record drawings to the Architect or Owner's authorized repr nlative. 3. Dimensions from/to permanent points reference such as buildings, sidewalks, curbs, etc. shall be shown. Data on reco arawings shall be recorded on a day to day basis as the project is being inslalle All lettering on drawings shall be minimum 1/8 inch in size. 4. Show locations and s of the following items: a. Point of con ion (including water meters, backflow preventors, master control A. Materials List: valves, 1. After award of contract and before any irrigation system materials are delivered to the job b. Rou · of sprinkler pressure lines (dimensions shown at a maximum of 1 DD feet site, submit to the Owner a complete list of all irrigation systems, materials, or processes ~ ng routing) proposed to be furnished and installed as part of this contract. Gate valves 2. Show manufacturer's name and catalog number for each item, furnish complete catalog d. Automatic remote control valves cuts and toohnital data, furnish the manufacturer's reoommendations as to the method of I, a. Quick coupling valves installation. ~ f. Routing of control wires 3. No substitutions will be allowed without prior written acceptance by the Architect or _ ,.._ ,~ g. Irrigation controllers Owner's authorized representative. ~ ~ h. Related equipment (as may be directed) 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the 5. Maintain record drawings on site at all times. Upon completion of work, transfer all guarantee. Such warranties shall only supplement the guarantee. as-built information and dimensions to reproducible sepia prints. B. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for e equipment or materials listed on the irrigation drawings and specifications, he may do by providing the following information to the Architect or Owner's authorized represent · e for approval. 1. Provide a written statement indicating the reason for making substitution. 2. Provide catalog cut sheets, technical data, and perform e information for each substitute item. 3. Provide in writing the difference in installed pri e item is accepted. 1.05 EXISTING CONDITIONS A. The Contractor shall verify and be f Iar with the locations, size and detail of points of connection provided as the sour of water, electrical supply, and telephone line connection to the irrigation system. B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the Architect and Owner's authorized representative prior to beginning construction. C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits; sewer septic tanks, and other utilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the Contractor shall prqmptly notify the Architect and Owner who will arrange for relocations. The Irrigation Contractor: will proceed in the same manner if a rock layer or any other such conditions are encountered. B. Controller Charts: 1. Record drawings must be approved by Architect and/or Owner's authorized representative before charts are prepared. 2. Provide one controller chart for each automatic controller. Chart shall show the area covered by the particular controller. 3. The chart is to be a reduced copy of the actual "record" drawing. In the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a readable size. 4. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils in thickness. C. Operation and Maintenance Manuals: 1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Architect or Owner's authorized representative at least 1 0 calendar days prior to final inspection. The manuals shall describe the material installed and the proper operation of the system. 2. Each complete, bound manual shall include the following information: a. Index sheet staling Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives. b. Operating and maintenance instructions for all equipment. c. Spare parts lists and related manufacturer information for all equipment. D. Equipment: 1. Supply as a part of this contract the following items: a. Two (2) wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system. b. Three 30-inch sprinkler keys for manual operation of control valves. c. Two keys for each automatic controller. d. Two quick coupler keys with a 3/4" bronze hose bib, bent nose type with hand wheel and two coupler lid keys. e. One valve box cover key or wrench. f. One 5-fool tee wrench for operating butterfly valves (if used). g. Six e1<lra sprinkler heads of each size and type. 2. The above equipment shall be turned over to Owner's authorized representative at the final inspection. 1.10 COMPLETION A. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. Al !he time of the post-maintenance period or final inspection the work will be reinspected and final acceptance will be in writing by the Architect, Owner's authorized representative, and governing agencies. B. The Owner's authorized representative shall have final authority on all portions of the work. C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the owner's satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all dama planting, paving or other improvements of any kind as a result of the work. 1.11 GUARANTEE A. The entire sprinkler system, including all work done under th· ontract, shall be unconditionally guaranteed against all defects and fault aterial and workmanship, including settling of backfilled areas below grade, fo period of one ( 1) year following the filing of the Notice of Completion. Should any problem with the irrigation em be discovered within the guarantee period, it shall be corrected by the Contracto no additional expense to owner within ten (10) calendar days of receipt of writ notice from Owner. When the nature of the repairs, as determined by the Owner, stitutes an emergency (i.e. broken pressure line) the Owner may proceed to make r airs at the Contractor's expense. Any and all damages to existing improvement resul · either from faulty materials or workmanship, or from the necessary repairs to corr same, shall be repaired lo the satisfaction of the Owner by the Contractor, all at no a 1onal cost to the Owner. antee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM e hereby guarantee that the sprinkler irrigation system we have furnished and installed is fre m defects in materials and workmanship, and the work has been completed in accorda with the drawings and specifications, ordinary wear and tear and unusual abuse, or ne I excepted. We agree lo repair or replace any defective material during the period of one yea m date of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairin replacing of such defects at no additional cost to the owner. We shall make such repairs or lacements within 10 calendar days following written notification by the owner. In the e of our failure to make such repairs or replacements within the time specified after receipt o · ten notice from owner, we authorize the owner to proceed to have said repairs or replacement de at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: Part 2 -MATERIALS ,,_o~,r. :s ~ 4,v "'"'.:S:.ee c,~~~~~ D. Reclaimed water PVC pipe to be color coded "purple" in color and marked on two sides with reclaimed water warning statements "CAUTION -RECLAIMED WATER". Reclaimed water piping must be accepted by the local reclaimed water governing agencies. Reclaimed waler PVC pipe shall use standard Sch. 40 PVC fittings. Reclaimed Waler PV ipe to be Brownline "Alerlline" or equal. 2.03 METAL PIPE AND FITTINGS A. Brass pipe shall be 85 percent red brass, ANSI, IP ndard 125 pounds, Schedule 40 screwed pipe. C. Copper pipe and fillings shall b 2.04 PLASTIC PIPE AND FITTI A. Pipe shall be or class, Stand ed continuously with manufacturer's name, nominal pipe size, schedule type and grade, National Sanitation Foundation approval, Commercial designation, and dale of extrusion. I plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2241 or ASTM D1784. C. All PVC fittings shall be standard weight Schedule 40 and shall be injection molded of an improved virgin PVC filling compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fillings shall be injection molded. Alt lees and ells shall be side gated. All fittings shall conform lo ASTM D2466. \. D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. E. All solvent cementing of plastic pipe and fillings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. F. When connection is plastic lo metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base Teflon paste, tape, or equal. 2.05 BASKET STRAINER A. The basket strainer unit shall be of the manufacturer, size, and type indicated on the drawings. B. The basket strainer unit shall be installed in accordance with the requirements set forth by local codes. 206 VALVES A. B. C. Gate Valves: 1. Gate valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Gate valve shall have threaded ASTM B-62 bronze body, bonnet and wedge, silicon bronze stem, and malleable iron handwheel. 3. All Gale valves shall have a minimum working pressure of not less than 150 psi and shall conform to AWWA standards. Quick Coupler Valves: 1. Quick coupler valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 3/4 female threads opening at base, with two-piece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key is inserted into valve and a positive, watertight connection shall be made between the coupler key and valve. Hinge cover shall be the locking type constructed of brass with a rubber-like vinyl cover. Vinyl quick coupler cover to be purple in color with the words "WARNING - RECLAIMED WATER -DO NOT DRINK" permanently marked on the lid. Automatic Control Valves: 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Automatic control valves shall be electrically operated. 2.01 SUMMARY Cup Alo 7a 11,__ 3s1 ~9. Ur, 6.. ·~ .. ,d '0~ ---i-.VO, ,, 7 ; 2 . Anti-<lrainValves: _:it.: .JS 1. Anti-drain valves shall be of the manufacturer, size, and type indicated on the drawings. Use only new materials of the manufacturer, size and type shown on the drawings and """O) /..,_,,,2. nli-drain valves shall have 18-8 stainless steel springs and valve stems with Buna-N specifications. Materials or equipment installed or furnished that do not meet Architect's, Owner's, ~ / -,,.4, s or governing agencies standards will be rejected and shall be removed from the site al no 3. Anti-· valves will have threaded connections the size of the riser or pipe they are to expense to the Owner. be installe to, or the next available size. No slip connection anti-drain valves are 2.02 PIPE A. Pressure supply line from point of connection through basket strainer unit shall be Type "K" copper or brass pipe. rand up to 3 inches in diameter downstream of B. Pressure supply lines 2 inches in diamete basket strainer unit shall be Class 315 solv ent weld PVC. Piping shall confonn to ASTM allowed. CONTINUED ON NEXT SHEET MARCH 14, 20D6 R I D G E HAS BUIL TH LANDSCAPE ARCHITECTS D2241. 755 Raintree Drl\'e, Suite 30C C. Non-pressure lines 3/4 inches in diameter valve shall be Class 200 PVC. Non-press D2241. and larger downstream of the remote control ure lines 1" anr larger to conform to ASTM ' ' I ! ' I - I I 11...\t.o-t LAl-\6 ~A'5o-eu11.-"T, OM•"f" ~1-1-~.s. i, i1HW Zo DATE INITl~L ENGi NEER OF W~RK REVISION DESCRIPTION Carlsba!i, CA 92009 Toi 760 4381002 Fax 7604381155 www.ridgela.com • DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL P.E. EXP. DATE REVIE'w'ED BY• INSPECTOR DATE L!TI CITY OF CARLSBAD ~ 2 ENGINEERING DEPARTMENT D LANDSCAPE SPECIFICATIONS BILTMORE PACIFICA LOT G, RANCHO AGUA HEDIONDA. MAP NO. 823 R.O.S. 57115 (PORTION or DESCRIPTION NO. 3) AP~R.,;ED 0. o/N?L. PRUIM ,tJ-,.Lc, • CITY ENGINEER RCE 51274 EXP. 09 /30 /07 DATE DWN BY: PROJECT NO. CHKD BY:~ DRAWING NO. RVWD BY: '~ SDP 01-0l(B) 432-2D \,~~s~&J l--·-- ) ve boxes shall be fabricated from a durable, Weather-resistant plastic material resistant to s · ht and chemical action of soils. B. The valve bo ver shall be purple in color and permanently marked with the words "WARNING -RE'-'"'"'MED WATER -DO NOT DRINK". Valve box cover shall be secured with a hidden latch me C. The cover and box shall be cap of sustaining a load of 1,500 pounds. D. Reclaimed water PVC pipe lo be color c d "purple" in color and marked on two sides with reclaimed water warning statements "CAUTI -RECIJ>.IMED WATER". Reclaimed waler piping must be accepted by the local reclaimed w governing agencies. Reclaimed water PVC pipe shall use standard Sch. 40 PVC fittings. Re · ed Waler PVC pipe to be Brownlina "Alertlina" or equal. 2.03 METAL PIPE AND FITTINGS 0~ A. Brass pipe shall be 85 percent red brass, ANSI, JPS Standard 125 pounds, S screwed pipe. D. Valve box extensions shall be by the same manufacturer as the valve box. E. Automatic control valve boxes shall be 16"x11"x12" rectangular size. Valve box covers shall be marked "RCV" with the valve identification number "heat braiided" onto the cover in 2 inch high letters/numbers. F. Gate valve and quick coupler valve boxes shall be 10" circular size. Valve box covers shall be marked with either "GV" or "QCV" "heat branded" onto the cover in 2-inch high letters/numbers. 2.08 AUTOMATIC CONTROLLER A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. B. Automatic controller enclosures shall be of the manufacturer, size, and type indicated on the drawings. Enclosure shall be vandal-resistant, ventilated and waterproof. 2 09 ELECTRICAL A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. B. All electrical work shall conform to local codes and ordinances. 2.10 LOW VOLTAGE CONTROL WIRING A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. B. Connections shall be either epoxy-sealed packet type or Penn-Tile connectors. C. Ground wires shall be while in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a different color for each controller. These colors shall be noted on Iha "Record Drawings" plans located on controller door). 2.11 IRRIGATION HEADS A. Sprinkler heads shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated on the drawings. B. Pop-up heads and riser heads shall be used as indicated on the drawings. C. Pop-up heads and gear driven rotors used on reclaimed water systems shall have a color coded purple cap with reclaimed water warnings embossed on the top surface. Riser heads shall have a self adhesive reclaimed water sticker placed on the riser directly below the sprinkler body. All reclaimed water warnings shall be in English and Spanish and have the international symbol for "Do Not Drink". All reclaimed water warnings shall be as required by the local water utility. 2.12 MISCELIJ>.NEOUS EQUIPMENT Rain sensor shall be of the manufacturer, size, and type indicated on the drawings. Part 3 • EXECUTION 3.01 SITE CONDITIONS A. Inspections: 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that irrigation system may be installed in strict accordance with all pert· codes and regulations, the original design, the referenced standards, an e manufacturer's recommendations. 8. Discrepancies: 1. In the event of discrepancy, immediately notify the Arch· or Owner's authorized representative. 2. Do not proceed with installation in areas of dis ancy until all discrepancies have bean resolved. C. Grades: 1. Before starting work, carefully ck all grades to determine that work may safely proceed, keeping within th ecified malarial depths with respect to finish grade. 2. Final grades shall be pied by the Engineer before work on this section will be allowed to begin. · D. Field Measure ts: 1. Maka al necessary measurements in the field to ensure precise fit of items in accordance with Iha original design. Contractor shall coordinate Iha installation of all irrigation materials with all other work. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. E. Diagrammatic Intent: The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn 10 scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to Owner. F. Layout: 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventor, and automatic controller. 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. G. Water Supply Connections lo, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. 2. Contractor shall make 120 volt connection to Iha irrigation controllers. Electrical power source to controller locations shall be provided by others. A. Exca ions shall be straight with vertical sides, even grade, and support pipe continuously on botto trench. Trenching excavation shall follow layout indicated on drawings lo the depths below · hed grade and as noted. Where lines occur under paved area, these dimensions shall ti nsidered below subgrade. 8. Provide minimum cover of · ches on pressure supply lines 2 ½ inches and smaller. C. Provide minimum cover of 18 inches for D. Provide minimum cover of 12 inches for non-press E. Pipes installed in a common trench shall have a 6 inch mini space between pipes. 3.03 BACKFILLING A. Backfill material on all lines shall be the same as adjacent soil free of debris, Ii over ½-inch in diameter. 8. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficienlly damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. C. Flooding in lieu of tamping is not allowed. D. Under no circumstances shall truck wheels be used to compact backfill. E. Provide sand backfill a minimum of 6 inches over and under all piping under p 3.04 PIPING A. Piping under existing pavement may be installed by jacking, b g, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. 8. Culling or breaking of existing pavement is not~ C. Carefully inspect all pipe and fillings befo nstallation, removing dirt, scale, burrs and reaming. Install pipe with all markin p for visual inspection and verification. F. D. E. I Remove all dented and dam cl rpe sections. All lines shall have a imum clerance of 6 inches from each other and 12 inches from lines of other Ira I Parallel · s shall not be installed directly over each other. G. olvent welding, use only the sp~ified primer and solvent cement and make all joints in strict accordance with the manufa9turer's recommended methods including wiping all excess solvent from each weld. A\low solvent welds at least 15 minutes setup lime before moving or handling and 24 hours clring lime before filling. H. PVC pipe shall be installed in a m~nner which will provide for expansion and contraction as recommended by the pipe manufa1turer. I. J. K. L. Centerload all plastic pipe prior to 9ressure testing. All threaded plastic-to-plastic connrtions shall be assembled using Teflon tape. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope arl all threaded plastic-tfmetal connections, except where noted otherwise. All plastic-to-metal connections shall 90 made with plastic female adapters. ' All solvent weld mainline piping is \o be secured with minimum one cubic foot thrust blocks at all directional changes. Bell an9 gasket pipe to have a Leemco joint restraint system installed on all fittings in lieu of thrufl blocks. 3.05 CONTROLLER i A. The exact location of the controller' shall be approved by the Landscape Architect or Owner's authorized representative before irlstallation. The electrical service shall be coordinated with this location. · 8. The Irrigation Contractor shall be r~sponsible for the final electrical hook up to the irrigation controller. ' ' I i C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area or in accordancf with the irrigation schedule provided. ! 3.06 CONTROL WIRING D. Automatic control valves are to be adjusted so that the sprinkler heads operate at the pressure recommended by the manufacturer. A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. B. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 1 o feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18 inch service loop al each connection. D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each remote control valve. E. F. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. Pull boxes for the low voltage control wires shall be provided at a spacing of 480 feet on center along the wire route. An expansion loop of 24 inches shall be provided at each control wire pull box. 3.14 TESTING AND OBSERVATION A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by the Architect, 0 ner, and governing agencies. 8. The Contractor shall be solely responsible for notify" the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, w e and when the work is ready for testing. C. When the sprinkler system is complet e Contractor shall perform a coverage test of each system in ils entirety to deter · e if the water coverage for the planted areas is complete and adequate in the ll ence of the Architect. D. all materials and perform all work required to correct any inadequacies of co age due to deviations from the plans, or where the system has been wilfully inslalle indicated on the drawings when it is obviously inadequate, without bringing !hi the allenlion of the Architect. This test shall be accepted by the Architect and acr~inlished before starling any planting. 3.07 VALVES E. ~11(1.j,i~ction will not commence without record drawings as prepared by the Irrigation ~Y§"actor. 308 A. Automatic control valves, manual valves, gate valves, and ball valves are to be installed in the approximate locations indicated on the drawings. ~ bi 'INTENANCE ,,. t,'' During the maintenance period Iha Contractor shall adjust and maintain the irrigation system in a B. Valve shall be installed in shrub areas whenever possible. ~ ~ "J (/\'IJ fully operational condition providing complete irrigation coverage to all intended plantings. C. Install all val~es as in~icated in the detail draw.ings. o~' ~~"':,Ot!\J1,\COMPLETION CLEANING D. Valves to be installed in valve boxes shall be installed one valve per :--· ~~ A~ _'\.O• o'\ Clean-up shall be made as each portion of the work progresses. Refuse and excess dirt shall be #JV~ .-'~"-. ':.&' removed from Iha site, all walks and paving shall be broomed, and any damage sustained on the VAL VE BOXES ~, A~ ~-.. ~ • work of others shall be repaired to original conditions. A. Valve boxes shall be installed in shrub areas whenev ossible. 1,*•~ ~c,Jl"l, END OF SECTION 8. Each valve box shall be installed on a found · n of 3/4 inch gravel ~3 cubic feet minimum. Valve boxes shall be installe I h their tops ½-inch above the surface of surrounding finish grade in lawn are nd 2 inches above finish grade in ground cover areas. SECTION 02950 IJ>.NDSCAPE PLANTING 3.09 BASKET STRAINER Part 1 -GENERAL A. B. C. D. er unit as indicated in the detail drawings. et strainer at location approved in the field and at height required by local codes. ·ng of heads shall not exceed maximum indicated on the drawings. ----..._hall be of the same size as the riser opening in the sprinkler body. shall not be installed using side oullet openings. 3.11 MISCELLANEOUS EQUIPMENT A. Install all assemblies specified herein ording to the respective detail drawings or specifications, using best standard practice . B. Quick coupler valves shall be set approximately 121 boards, or paved areas where applicable. C. Unless designed as an integral part of the irrigation head, anti-dra, Ives will be installed under every head. The anti-drain valve will be Iha same diameter as t integral to the riser assembly. D. Install rain sensors as indicated on the drawings and as recommended by the manufacturer. 3.12 FLUSHING THE SYSTEM A. Prior lo installation of sprinkler nozzles, the valves shall be opened and a full head of water used to flush out the lines and risers. 8. Sprinkler nozzles shall be installed after flushing the system has been completed. 3.13 ADJUSTING THE SYSTEM A. Contractor shall adjust valves, align heads, and check coverage of each system prior to coverage test. 8. If it is determined by Iha Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting. C. The en~re system shall be operating properly before any planting operations commence. 1.01 WORK INCLUDED A. Soil Preparation. 8. Planting. C. Slaking. D. Sodding. E. Clean up. 1.02 REIJ>.TED WORK A. Section 02811 -Landscape Irrigation System. 1.03 QUALITY ASSURANCE A. Source Quality: 1. Submit documentation at least 60 days prior 10 planting that all plant materials are available. Materials are subject to inspection after confirmation of ordering. 2. Materials are subject to inspection at place of growth and upon delivery, for conformity to specifications. Inspection, approval and rejection can also take place at other limes during progress of work. 3. Request, in writing, inspection of plant materials at place of growth. Identify place of growth, and quantity of plants to be inspected. 4. As described in the planting notes for tree tagging, the Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to specifications prior lo review by the Architect. A. · stallation submit for review and approval specifications and product information on items bein sad on project. Submit bound with list of items as cover sheet. Conform to Section O 1300. CONTINUED ON NEXT SHEET R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Car~bad. CA 92009 Tel 760 4381002 Fa, lllO 43B 1155 www.ridgala.com MARCH 14, 2006 HAS BUIL TH P.E. __ _ EXP. ----DATE REVIE\.IED BY• INSPECTOR DATE fsHml CITY OF CARLSBAD~ ;---------+---+-----------------i---+--1-----+---l L....!.'.!j ENGINEERING DEPARTMENT ~ ;==::::..:::============~=:.:: 1\-lt,-o1 LA>-1~ DATE INITIAL DA TE INlllAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE SPECIFICATIONS BILTMORE PACIFICA LOT G, RANCHO AGU. HEDIONDA, MAP NO. 823 R.o.s. 5?U5 (PORTION or DESCRIPTION NO. 3) A~:~~.VEDO. J-EN(T; PRUIM ,(i.}01,, CITY ENGINEER RCE 51274 EXP.09 30 07 DATE DWN BY: PROJECT NO. DRAWING NO. 2~~g :~;~ SOP 01-0l(B) 432-2D "I ) TION 02950 • IJ>.NDSCAPE PIJ>.NTING (continued) A. ilizer to site in original unopened containers bearing manufacturer's guaranteed chemical a sis, name, trade mark, and conformance to State law. B. Provide copies of re · ts for all amendments specified in these specifications or in the Soils Report. C. Deliver plants with legible identific · n labels. Label trees, evergreens, bundles of containers of like shrubs and groundco plants. State correct plant name and size indicated on plant list. Use durable waterp labels with water-resistant ink which will remain legible for at least 60 days. D. Protect plant material during delivery to prevent damage ot ball or desiccation of leaves. E. Notify Architect 7 days in advance of delivery of plant materials an plants in each delivery. F. Store plants in shade and protect from weather. G. Maintain and protect plant material in a healthy, vigorous condition. H. Exercise care in handling, loading, unloading and storing of plant materials. Replace damaged materials. 1.06 JOB CONDITIONS A. Perform actual planting only when weather and soil conditions are suitable in accordance with locally accepted practice. B. Coordinate this work of this section with installation of underground irrigation system, utilities, piping and watering heads. 1.07 SAMPLES ANO TESTS A. Architect reserves the right to take and analyze samples of materials for conformity to specifications. Provide samples for testing upon request. Remove rejected materials from site immediately upon rejection at no additional cost. Testing costs will be paid for by Owner if materials prove to be in compliance with specifications. B. Prior to amending soils, contractor shall have soil tested for agricultural suitability as described in planting notes. C. Provide 1 cubic fool sample of medium grind topping mulch to Architect for review and approval. 1.08 GUARANTEE A. Guarantee materials against poor, inadequate, diseased and inferior materials and workmanship for one year after 90 day maintenance agreement expiration. Part 2 · PRODUCTS 2.01 MATERIALS A. The following organic, soil amendments and fertilizer are to be used for bid purposes only. Specific amendments and fertilizer will be selected and specified after rough grading operations are complete and Contractor has had soil samples tested. B. Provide standard, approved and first-grade quality materials, in prime condition when installed and accepted. Deliver commercially procassed and packaged material in manufacturer's unopened containers bearing the manufacturer's guaranteed analysis. Supply a sample of all supplied materials accompanied by analytical data from an approved laboratory source illustrating compliance, or bearing the manufacturer's guaranteed analysis. \ C. Organic Amendment: 1. Nitrogen Stabilized: 0.56 to 0.84 percent N based on dry weight for wood residual or rice hulls. 2. Particle Size: 95 to 100 percent passing 6.35 mm standard sieve; 80 to 100 percent passing 2.33 mm standard sieve. 3. Salinity: Ensure that saturation extract conductivity does not exceed 3.5 millimohs per centimeter at 25 degrees C. as determined by saturation extract method. 4. Iron Content~ Minimum 0.08 percent dilute acid soluble Fe on dry weight basis. 5. Ash: 0 to 6 percent dry weight. D. Soil Amendment: 1. Soil Sulfur: Agricultural grade sulfur containing minimum of 99 percent sulfur expressed as elemental. 2. Iron Sulfate: 20 percent iron expressed as metallic iron, derived from ferric and ferrous sulphate, 10 percent sulfur expressed as elemental. 3. Calcium Carbonate: 95 percent lime as derived from oyster shells. 4. Gypsum: Agricultural grade product containing 98 percent minimum calcium s E. F erlilizer: 1. Planting Fertilizer: pelleted or granular form consisting of the follow· percents by weight and mixed by commercial fertilizer supplier: 6-nitrogen, -phosphoric acid, 20-potash. 2. Planting Tablets: Provide slow-release type with pole · acidity of not more than 5 percent by weight containing the following percent weight of nutrianls listed: 20-nitrogen, 1 a-phosphoric acid, 5-potash, 2.6 mbined calcium, 1.6-combined sulphur, 0.35-iron elemental from ferrous ate. Provide in 21 gram tablets manufactured by Agriform, or other ap ved. 3. Hydroseeding Fertilizer: provide a onium phosphate which consists of the following percent by weight and mixed a commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-pot 4. Pre-Sod fertilizer: Pro · e type consisting of the following percents by weight and mixed by a commercial f I izer supplier: 16-hydrogen, 20-phosphoric acid, 8-potash. 5. Sulphate of p sh: 0-0-50. 6. Single su -phosphate: Commercial product containing 18 lo 20 percent available Phos ric Pentoxide, or other approved. 7. Urea formaldehyde: 38-0-0. 8. Hydroseeding fertilizer: provide amonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-polash. F. Import or Amended Top Soil: Ensure silt plus clay content of top soil does not exceed 20 percent by weight, with a minimum 95 percent passing the 2.0 mm sieve. Do not allow the sodium absorption ratio SAR to exceed 6. The electrical conductivity (ECE) of the saturation extract cannot exceed 3.0 millimohs per centimeter at 25 degrees C. Ensure boron content is less than 1 part per million as measured on the saturation extract. To ensure compliance with these requiramenls, submit samples of soil for analysis prior lo, and following backfilling. G. Plant Materials: 1. Provide plant materials in accordance with State Department of Agriculture's regulation for nursery inspections, rules and ratings. Provide plants with a normal habit of growth, sound, healthy, vigorous and free from insect infestations, plant diseases, sunscalds, and other disfigurements. Ensure tree trunks are sturdy and have well hardened systems and vigorous and fibrous root systems which are not root or pot-bound. In the event of disagreement as lo condition of root system, the root conditions of Iha furnished plants in containers will be determined by removal of earth from the roots of not less than two plants, or more than 2 percent of the total number of plants of each species or variety. Where container grown plants are from several sources, roots of not less than two plants of each species or variety from each source will be inspected. In the event that the sample plants inspected are found to be defective, the entire lot or lots of plants represented by the defective samples may be rejected. Plants rendered unsuitable for planting due to this inspection will be considered samples and will be provided at no cost to the Owner. 2. Size of plants will correspond with that normally expected for species and variety of commercially available nursery stock or as specified on drawings. The minimum acceptable size of plants measured before pruning with the branches in normal position, must conform with the measurements specified in plant list. If approved by The Owner, larger sized plants may be used, but without additional cost. rger plants are approved for use, the ball of earth or spread of roots for each plant will ·ncreasad proportionately. 3. Plants n eeting requirements of these specifications are considered to be defective whether in p or not. They must be immediately removed and replaced with new acceptable and a ved plants of the required size, species and variety at no additional cost to the er. 4. Pruning: Do not prune, tri , p or alter the shape of trees or plants except as approved. 5. Provide plant material true to botani and common name and variety as specified in Annotated Checklist of Woody Ornamen Janis in California, Oregon and Washington, published by University of Califo · School of Agriculture (latest edition). 6. Nursery Grown and Collected Stock: Grow under · atic conditions similar to those in locality of project; container-grown stock in vigorous, Ii hy condition, not root-bound or with root system hardened off. Use only liner stock plan terial which is well established in removable containers or formed homogeneous so 7. Sod: Provide Marathon 11 'BONZAI'. 8. Select trees which are aesthetically desirable and are good examples of t1111~>ac Trees with gashes, misshapen trunks or branches, topped leaders, structural badly crossed branches, or other visual defects will not be accepted. 9. Seed: Label seed and provide in sealed containers with signed copies from vendor certifying that each container is fully labeled in compliance with State Agricultural Code and is in compliance with minimum requirements of these specifications. Wat, moldy or damaged seed will not be permitted. Provide seed mix par plan. H. Hydroseading Fiber Mulch: Provide Hydro-mulch as manufactured by Conwed, or other approved equal, composed of wood cellulose fiber and containing no germination or growth inhibiting factors. Ensure a consistent texture which disperses evenly and remains suspended in agitated water. Provide with a temporary green dye and the following percentage property analysis: moisture content 9 plus or minus 0.8; 3 o.d. basis; organi matter 99.2 plus or minus 0.8; ash content 0.8 plus or minus 0.2;pH 4.8 plus or min O.S;water holding capacity (grams of H2O per 100grams of fiber) 1150 minimu I. Hydroseeding Additive (Binder): Provide Ecology Control-M-Binder or J. Guying and Staking Materials: 1. Wood Trae Stakes: lodge pole pine, full treated with Preservative in strict accordance with FS TT-W-5 ype I, Composition B, 2 inch minimal normal size diameter by 1 0 feet long split stakes. 2. Ties: Provide rigid lie stock No. LP, size responding to tree box size as manufactured by VIT Company or ot approved. K. Tree Paint: Provide Morrison Tre eal, Cabot Tree Paint, or other approved. L. Water: M. Mulch: Ium grind bark, consisting of organic, fibrous, woody bark mixture of varied particl a such that 90 to 100 percent passes 1 inch sieve, 80 to 100 percent passes 11 · ch sieve, and 20 to 60 percent passes 1/4 inch sieve, or approved equal. Mulch all b@ free of contaminants and weed seed and shall have a pleasant musty or m y soil-like odor. Putrid, ammonia and sour-smelling materials will be deemed nacceptable. Recycled construction materials will not be permitted. Wood Headerboards: 1. Provide 2-inch by 4-inch pressure treated Douglas fir or redwood construction grade headerboards. Make splices with 1-inch by 4-inch pieces no less than 12 inches long. Place 1-inch by 3-inch by 16-inch stakes at intervals of not more than 5 feel. Cut stakes level and set below top of headerboards. 2. On sharp turns and curves, four ½-inch by 4-inch laminated boards, or two 1-inch by 4-inch laminated boards may be permitted. 3. Nail stakes and splices with galvanized common nails. Nail as required for solid installation. 4. Provide header as shown on drawings, laid true to line and grade, protect in-place adjacent improvements, shrubbery and other properties. Place stakes on ground cover side of header. 0. Sand: Provide washed silica sand. P. Root Barrier: UB24-2 by Deep Root Corp., (800)458-7668. Install at all trees within 5' of concrete paving, curbs or mow strips, or as shown on plans. Install barrier with vertical ribs facing toward the tree and with the top edge½" above finish grade. Part 3 • EXECUTION 3.01 INSPECTION A. Obtain certification that final grades to 1/10 foot have bean established prior to commencing landscaping operations. Provide for inclusion of all amendments, settling, etc. Be responsible for shaping all planting areas as indicated on drawings or as required. B. C. Inspect trees, shrubs and liner stock plant material for injury, insect infestation and trees and shrubs for improper pruning. Do not begin planting of trees until deficiencies are corrected or plants replaced. 12. After water has completely drained, place planting tablets: 1 tablet per 1-gallon container 2 tablets per 5-gallon container 3 lablets per 15-gallon container 4 tablets par 24 inch box 3.02 PREPARATION 5 tablets per 30 inch box 3.03 A. Soil Preparation: 1. After proper finished grades have been verified or established, cross-rip all planting areas to a depth of 12", condition and fertilize soil in accordance with recommendations of soil testing laboratory and as approved by Owner. The following is for bid purposes only. 2. Uniformly spread and cultivate amendments thoroughly by means of mechanical tiller into top 6 inches of soil. Application rates per 1,000 square feet: Nitrogen stabilized organic amendment 16-16-16 Commercial Fertilizers Agricultural gypsum Soil sulphur 4 cubic yards 15 lbs. 100 lbs. 20 lbs. At lime of planting, ensure that lop 2 inches of all areas to be planted or seeded are free of stones, stumps, and other deleterious matter 1 inch in diameter or larger, and free from wire, plaster, concrete, wood, and similar materials which would cause hindrance to planting or maintenance. E. 6 tablets per 36 inch box 7 tablets per 42 inch box 8 tablets per 48 inch and larger boxes Set planting tablets with each plant on top of ro all while plants are stil in their containers so the required number of tablet n be verified. 13. Backfill remainder of hole and tamp firm.,.,_,onstruct an earthen basin around each plant after backfilling. Provide basi depth sufficient to hold at least 2 inches of water. Construct basins with a ndad backfill. Remove basin in all turf areas after initial watering. 14. Limit pruning to minimu acessary. Remove injured twigs ahd branches. Pruning may not be done pr' o delivery of plants. Paint cuts over 3/4 inch in diameter with tree paint. 15. Stake trees~· edialely after planting. Install stakes plumb. 16. Do not · ulfate into contact with concrete surfaces due to potential staining. Co ~~ 1 esponsible for cleaning or replacing stained surfaces. t1~undcovar: I.. ~:!::that groundcover remains in the flats until transplanting. Flats' soil must contain ~ !l'ufficient moisture so it will not fall apart when lifting plants. B. Final Grades: Make minor modifications to grade as may be necessary to establish require~d ~ _.., ~ 2. Plant groundcovars in straight rows evenly spaced unless shown otherwise, and at final grade. Ensure that finish grade provides proper drainage of the site and surface .._V A \f _ ~tervals required by drawings. Use triangular spacing unless otherwise noted on drainage is away from building. Final grades are to be 1 inch below adjacent paved areas, • I ~ ~wings. sidewalks, valve boxes, headers, clean-outs, drains, manholes, etc., or as shown_2 / .. ~ ~ ._JjJ) a\ Plant each rooted plant with its proportionale amount of flat soil. Immediately sprinkle drawings or required by City. Eliminate erosion scars prior to commencing mtnlt~ ,~<// ~ ~~ . -1, after planting until entire area is soaked to full depth of each hole. Protect plants from period. o~~fl"ltl\., rt/>" damageandtrampling. PIJ>.NTING INSTALIJ>.TION ~ ~ ~ o=~ Hydroseeding: , · ~AO..,' 1. Install large trees and shrubs (5 gallon and larger) if they occur in hydroseeded areas. A. General: lj ,,,-I.~ V' 2. Install trees and shrubs (1 gallon) and groundcovers from flats if they occur in B. C. D. 1. Perform actual planting only during those periods whe eather and soil con~~:.-ar'='~ hydroseeded areas. suitable and in accordance with locally accepted pr ice, as approved. r,, Cl' 3. Provide seed mixes as shown on plan. 2. Distribute in planting areas only as many plant s can be planted and watered that 4. Apply hydro-seed by an approved hydro-mulch company. same day. 5. Apply in a form of slurry consisting of cellulose fiber, seed, chemical additives, 3. Ensure that containers which are open and plants removed are handled with care commercial fertilizer and water. Whan hydraulically sprayed on soil, ensure that hydro such that ball of earth surrounding ts is not broken and that plants are planted and -mulch forms a blotter like groundcover impregnated uniformly with seed and fertilizer watered immediately. Do not n containers prior to placing plants in planting areas. and allows the absorption of moisture and rainfall to percolate to the underlying soil. 4. The irrigation system shall operational and approved prior to planting. 6. Prepare the slurry at the site by first adding water to the tank when the engine is at half Pre-Plant Wead Contro · 1. Use a non-sel ve systemic contact herbicide as recommended and applied by an approved r nsed landscape past control advisor and applicator. Leave sprayed plants · ct for at least 15 days. 2. Cl and remove these existing weeds by mowing or grubbing off all plant parts at 4. ast 2 inches below surface of soil over entire areas to be planted. After irrigation system is operational, apply water for 10 days as needed to achieve weed germination. Apply contact herbicides and wail as needed before planting. epeat as required. . · lain weed free site until acceptance by owner. Lay-Out: Mark lions for plants and outlines of areas to be planted before any plant pits are dug. Gain City oval. If underground construction or utility lines are encountered in the excavation of plantin eas, other locations for planting may be selected by Owner. Accomplish layout with flagge rade stakes indicating plant names and specified container size on each stake. Confirm loca and depth of underground utilities and obstructions. Planting of Trees and Shrubs: 1. Strip and stack approved excavation for pl · g which is encountered within areas for trenches, tree holes, plant pits and planting be . 2. Remove from site excess soil generated from planti backfilling. 3. Protect areas from excessive compaction when trucking plan planting areas. 4. Provide excavated holes with vertical sides with roughened surfaces a a size twice the diameter and 1-112 times the depth of the root ball for all trees and shru 5. Cut cans on two sides with acceptable can culler only. Do not injure root ball. Superficially loosen edge roots on three sides after removing from can. 6. Remove bottom of plant boxes before planting. Remove sides without damage to root ball after positioning plant and partially backfilling. 7. 8. 9. Center plant in pit or trench. Face plants with fullest growth into prevailing wind. Set plant plumb and hold rigidly in position until soil has been firmed around ball or roots. 10. Backfill container plants with: 6 parts by volume on-site soil 4 parts by volume organic amendment 1 pound 6-20-20 fertilizer mix/cu. yd. of mix 2 pounds iron sulfate per cubic yard of mix Note: The above is for bid purposes only. Specific backfill recommendations are made as a result of the soils testing described on the planting plan. 11. Raise all plants which settle deeper than the surrounding grade. After plant has been placed, add sufficient backfill to hole to cover approximately 112 of root ball. Add water to the top and thoroughly saturate root ball and adjacent soil. G. throttle. When water level has reached height of agitator shaft, provide fuU circulation, then add seed, followed by fertilizer, then mulch. Only add the mulch to the mixture after the seed and the tank is at least 1/3 filled with water. By the lime the tank is 2/3 to 3/4 full, all mulch shall be in. Commence spraying immediately when tank is full. 7. Spray with uniform visible coat by using the green color as a guide. Apply the slurry in a sweeping motion, in an arched stream so as to fall like rain allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at Iha required rates. 8. 9. Remove slurry not used within two hours from the site. Fill out the daily worksheets by the nozzle man, with the following information: Seed type and amount, mulch type and amount, number of loads and amount of water, seeding additive type and amount, area covered and equipment used, capacity and license number. 1 0. Do not allow any slurry to be sprayed into any reservoir basin or drainage ditches and channels which may impede the flow of rain or irrigation water. Clean up any spilled slurry. 11. After application of hydro-mulch, wash excess material from previously planted materials and architectural features. Avoid washing or eroding mulch materials. 12. Ensure that application equipment has a built-in agitation system and operating capacity sufficient to agitate, suspend and mix a slurry containing not Jess than 40 pounds of fiber mulch plus a combined total of 7 pounds fertilizer solids for each 100 gallons of water. 13. Slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous non-fluctuating discharge. Capacity requirement is 1,500 gallons, mounted on a traveling unit, either self-propelled or drawing by a separate unit which will place slurry tank and nozzles within sufficient proximity of areas to be seeded. 14. Hydraulic equipment used for pesticide applications shall consist of a clean 150 gallon capacity fiberglass tank, complete with mechanical agitation. Pump volume shall be 10 gallons par minute, while operating at a pressure of 100 pounds per square inch. Distribution lines shall be large enough to carry the volume of water nacassary for even chemical distribution. Spray nozzle must cover a 15-foot swath, with a minimum output of 5 gallons per minute at 80 pounds per square inch. Mule ver: Dress all groundcover, perennial and annual beds with 2" layer of mulch, except 2: pas and turf areas. CONTINUED ON NEXT SHEET r r-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_---~-, ...,,..-___________ ...:,M...:.A...:.R.:..:C...:.H~14:..:.•...:2:.:0:..:0..::;,6 "AS BUILT" R I D G E LANDSCAPE ARCH! TECTS 755 Rairitree Drive, SuilB 300 Carlsbad, CA 920og Tel 160 4381002 Fax 160 43B 1155 www.ridgela.com P.E. ___ EXP. ___ _ DATE REVIEVED BY, INSPECTOR DATE f'SHml CITY OF CARLSBAD [sRITfsl t-----t~--+------------------1---+--+---+--~ L!.±J ENGINEERING DEPARTMENT ~ ;::::===:::::::'....'.::==========::::::'....':::=:::::::! DA TE INITIAL .DA TE INITIAL DATE INITIAL ENGINEER DF WDRK REVISION DESCRIPTION DlHER APPROVAL CITY APPROVAL LANDSCAPE SPECIFICATIONS BILTMORE PACIFICA LOT G, RANCHO AGUA HEDIONDA, MAP NO. 823 R.O.S. 57U5 (PORTION or DESCRIPTION NO. 3) APPRDVEDl"\ GLEN!i,T. PRUIM ~Y; tz...J ~ CITY ENGINEER RCE 51274 EXP.D9 30 07 DWN BY: PROJECT NO. CHKD BY: RVWD BY: SDP 01-0l(B) DRAWING NO. 432-2D SECTION 02950. LANDSCAPE PLANTING (continued) 3.04 CLEAN-UP A. After all planting operations are complete, remove all trash, excess soil, empty plant containers, and rubbish from the property. Repair scars, ruts and other marks in the ground and leave ground in a neat and orderly condition. B. Leave the site in a broom-clean condition, and wash down all paved areas within the project site. Leave walk$ in a clean and safe condition. 3.05 OBSERVATION SCHEDULE A. Notify Owner in advance for the following inspections, according to the time specified: 1. Pre-Job conference -7 days. 2. Final grade review -48 hours. 3. Plant material review -4B hours. 4. Plant layout review -4B hours. 5. Soil preparation and planting operations 4B hours. 6. Pre-maintenance• 7 days. 7. Final inspection -7 days. B. No site visits shall commence without all items noted in previous observation reports either completed or remedied unless such compliance has been waived by the Architect. SECTION 02970 LANDSCAPE MAINT Part 1 • GENERAL 1.01 SECTION INCLUDES A. 90 day maintenance. 1.02 B. Weeding. OA-, C. Fertilization. :!~ I 'J'-, ~ RELATED WORK SPECIFIED IN OTHER SECTIONSC,~ ~ lte A. Section 02B 11 • 1-andscape Irrigation. C & )y /),f ? 8 ~ 3 ~ ?i °<l&c,..' e, ... B. Section 02950 -1-andscape Planting. B. Deliver guarantees to Architect. Part 2 • PRODUCTS 2.01 MATERIALS A. B. Ensure that all materials conform to other sections of these specifications for planting and irrigation, and as acceptable to Architect. Provide monthly record of all herbicides, insecticides and disease control chemicals used on site. Part 3 • EXECUTION 3.01 MAINTENANCE A. Weed and cultivate all areas at intervals of not more than 10 days. B. Perform watering, mowing, rolling, edging, trimming, fertilization, spraying, pest control, and cleaning as may be required. C. Street gutters and curbs are to be included. D. Maintain adequate protection for people and property, and be financially responsible for damages and injuries. Notify the Architect immediately should damage occur as a result of maintenance operations and provide repair or remuneration. E. Between the 15th and 20th calendar day of the maintenance period, reseed or resod all spots or areas within the lawn where normal turf growth is not evident. 3.02 TREE AND SHRUB CARE A. Watering: Maintain a large enough water basin around plants so that ugh water can be applied to establish moisture through the major root zone. When cl watering, use a water wand to break force of water. B. Pruning: 1. Prior to any pruning obtain written approval fr the Architect to proceed. 2. Trees: a. Propose tree pruning to the Arc · ct should there be health or structural reasons for doing so, including the n lo eliminate diseased or damaged growth, eliminate structurally unsound gro , reduce potential for wind toppling or wind damage, or maintain growth wit · 1mited space. b. If requested by City provide pruning for aesthetic enhancement according to "pruning" b nset Books. c. Major P. mg of deciduous trees shall be during their dormant season. 3. Shrubs: C. Section 02520 • Portland Cement Concrete Paving. 9 ._ 0 ~0 '" ; 3 > . ao "' >l1 ~~ 1.03 QUALITY ASSURANCE e objectives of shrub pruning are the same as for trees. Do not clip shrubs into balled or boxed forms unless such is required by the design. Make pruning cuts to lateral branches or buds or flush with trunk. Stubbing will not be permitted. I A. Provide services by an experienced landscaping maintenance company. 1.04 MAINTENANCE PERIOD A. Continuously maintain all site areas involved in this contract during the progress of work and during the maintenance period until final acceptance of the work by City. Improper maintenance or possible poor condition of the project at the termination of the sche maintenance period may cause postponement of the final completion dale of th ontract at no additional cost to Owner. Continue maintenance until acceptable to the ner. B. Provide sufficient numbers of workers and adequate equipment to C. D. E. F. maintenance period. Maintenance period does not start until all elements for the complete project are in accordance with th nstruction, planting, and irrigation ntract documents for this project. Request an inspection to begin maintena period after all planting and related work has been completed in accordance with c ract documents. Maintenance period commences as described in written nolificatio the Owner. ainlenance period, ensure that all ground covers and lawn areas have been pla and that all lawn areas show an even, healthy stand of grass ass having been mown twice. Any day clays that there is failure to properly maintain plantings, replace suitable plants, perf weed control or maintain hardscape areas will not be credited as part of the 90 days ntenance. The project will not be segmented into maintenance phases. Keep paved areas free of silt, dirt, leaves and other planting area debris. Maintain these areas at least broom clean through the duration of the maintenance period, cleaning no less often th an once per week. 1.05 GUARANTEE AND REPLACEMENT A. Guarantee: Guarantee plant material against any and all poor, inadequate or inferior materials and workmanship for one year. Replace plants found to be dead or in poor condition due to faulty materials or workmanship, at no extra cost to Owner. B. Replacement: Replace materials found to be dead, missing or in poor condition during the maintenance period immediately. The Architect is the sole judge of the acceptability of condition. Make replacements of materials within 15 days after condition develops or written notification from Architect has been sent. Architect has the right to make emergency repairs without releasing Contractor's guarantee and warranty to Architect. 1.06 INSPECTIONS A. Request normal progress inspection at least 72 hours in advance of an anticipated inspection. Inspections are as follows: 1. Immediately prior to commencement of this maintenance work. 2. Completion of first [90] day maintenance period. 3. Final acceplance. C. Staking and ~g: Ensure that stakes and guys remain in place through acceptance and monitor to prevenf'!lic.\!ling of trunks or branches and to prevent rubbing that causes bark wounds. All nursery s113 s shall be removed. D. Weed control: Keep all areas fr of weeds. Use recommended legally approved herbicides. Avoid frequent soil cultiv · n that destroys shallow roots. Use mulches per specifications to help prevent weed seed ination. E. Insect and disease control: Maintain a reasonable F. Fertilize as specified by the agronomic soils testing recomm purposes: 1. Commencement of maintenance period -6 pounds per 1,000 sq fertilizer. 2. At end of first 30 days of maintenance period -6 pounds per 1,000 square dress fertilizer. 3. At end of maintenance period and at 30 day intervals should maintenance period b extended for any reason • 6 pounds per 1,000 square feet with fertilizer mix. 4. Avoid applying fertilizer lo the root ball and base of main stem; rather, spread evenly under plant to drip line. Rates will vary from about a cup of nitrate fertilizer (depending upon nitrogen percentage) around a newly installed small plant to about 112 pound of actual nitrogen per inch of truck diameter measured four feet from the ground for mature trees. G. Replacement of plants: Replace dead, dying and missing plants with plants of a size, condition and variety acceptable to the Architect at no additional cost to the Owner. 3.03 GROUND COVER CARE A. Weed control: Control weeds, preferably with pre-emergent herbicides, but also by hand or with selective systemic herbicides. Hoe weed 1"111 "bl th· It· s as I e as possI e since Is may resu In plant damage. rates throughout root zone and only as B. Watering: Water enough that moisture panel frequently as is necessary to maintain healthy growth. C. Trash: Remove as ii accumulates, but no less oflen than weekly. D. Edging and trimming: Edge ground cover to keep in bounds. E. Replace dead and missing plants at no additional cost to the Owner. 3.04 IRRIGATION SYSTEM A. Inspection: Check all systems for proper operation. Lateral line st be flushed out after removing the last sprinkler head or two at each end of the lat . Adjust heads as necessary for unimpeded coverage and no overspray. B. Controllers: Set and program automatic control for seasonal water requirements. Give Owner a key to controllers and instruction o ow to turn off system in case of emergency as specified in other sections of these s lions. C. Repair all damages to irrigation stem at no additional cost to the Owner. Make all repairs within one watering period. END OF SECTION MARCH 14 2006 ' R I D G E 0 AS BUIL T11 LANCSCAPE ARCHITEC"S 755 Raintree Drive, Suite 300 Car~bad, CA 92009 P.E. EXP. DATE Tel 760 4381002 Fax 7604381155 www.ridgela.com REVIE'w'ED BY, INSPECTOR DATE uTI CITY OF CARLSBAD ~ 5 ENGINEERING DEPARTMENT 0 LANDSCAPE SPECIFICATIONS BILTMORE PACIFICA LOT G, RANCHO AGUA BEDIONDA, MAP NO. 823 R.O.S. 57Hi (PORTION or DESCRIPTION NO. 3) APPR0VE~GLEt T. PRUIM -~}!_!__ 131'! ~- CITY ENGINEER RCE 51274 EXP.09/30/07 DATE 1.07 PROJECT FINAL ACCEPTANCE "-l"l.-01 \...A.I.lb rb. .A."' -l!>u 11.-""t';. • oM ,,.-~I-! ea,s &. ~ "to DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY:~ SDP 01-0l(B) 432-2D ENGINEER OF WORK OlHER APPROVAL CITY APPROVAL RVWD BY: l • ..__, _______________________________________________________________________ ___., -,,~ .. ml,,,i; A. Prior to date of final inspection, acquire approved reproducible prints and finally record from the job record set, all changes made during construction and deliver them to Architect . -------------------- \ ) AFFIC CONTROL NOTES 1. WORK RS TO BE RESTRICTED TO TO UNLESS APPROVED OTHERWISE. 2. S WILL BE PROVIDED AS SHOWN. 3. PEDESTRIANS SHALL BE OTECTED FROM ENTERING THE EXCAVATION BY PHYSICAL BARRIERS DESIGN INSTALLED, AND MAINTAINED TO THE SATISFACTION OF THE CITY ENG 4. TEMPORARY "NO PARKING/TOW AWAY' NS STATING THE DA TE AND TIME OF PROHIBITION WILL BE POSTED 72 HOURS 1-'J'(!,l.(lR TO COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT (760)931-21 0 VALIDATE POSTING. 5. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS UN[ OTHER ARRANGEMENTS ARE MADE. 6. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON-WOR HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY WHE SPECIFICALLY SHOWN ON THE APPROVED TRAFFIC CONTROL PLAN. PLA HA VE CLEATS AND COLD MIX AT THE EDGES. 7. STRIPING WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL TIMING OPERATIONS SHALL BE COORDINATED WITH THE CITY OF CARLSBAD. CONTACT STREETS DIVISION AT (760) 434-2937 72 HOURS PRIOR TO COMMENCING WORK. 9. TRAFFIC SIGNAL LOOP DETECTORS WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF DAMAGED. UTILITIES INSTALLED WITHIN 100 LF OF A SIGNALIZED INTERSECTION SHALL BE INSTALLED BY TRENCHLESS METHODS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. 10. FLAGGERS SHALL BE EQUIPPED WITH A WHITE HARD HAT, AN ORANGE VEST, AND A C28 "STOP /SLOW" PADDLE ON A 5 FOOT STAFF. 11. ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER WEEK, BY THE CONTRACTOR. 12. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CAL TRANS MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE ZONES, LATEST EDITION. 13. TRAFFIC CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF THE WORK IN THE DETAIL, FORMAT, AND QUALITY ILLUSTRATED ON THIS SHEET. 14. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW WHEN NOT IN USE. 15. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO INSURE PUBLIC SAFETY. 16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED WITH NORTH COUNTY TRANSIT DISTRICT. CONTRACTOR SHALL CALL NCTD AT {760) 967-2828 AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK. 17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL ON MAJOR AND PRIME ARTERIALS. LEGEND • CONE/DELINEA TOR H BARRICADE -TYPE Ill 18 FLAGGER ~ SIGN ~ FLASHING ARROW SIGN ~ WORK AREA TABLE 1 APPROACH TAPER LENGTH NUMBER OF SPACING OF SPEED CONES FOR CONES ALONG (M.P.H.) L * TAPER* TAPER 1 (FEET)± 25 125 6 25 30 180 7 30 35 245 8 35 40 320 9 40 45 540 13 45 50 600 13 50 50+ 1000 21 50 *BASED ON 12 FOOT WIDE LANE. THIS COLUMN IS ALSO APPROPRIATE FOR LANE WIDTHS LESS THAN 12 FEET. TABLE 3 APPROACH MINIMUM DISTANCE IN FEET L SPEED BETWEEN FROM LAST (M.P.H.) SIGNS SIGN TO TAPER* 0-25 200' 200' 30-40 350' 350' 45-50 500' 350' OVER 50 1000' 1000' *EXACT SPACING MAY VARY DUE TO PHYSICAL STRAINTS TABLE 2 APPROACH SPEED L2* (M.P.H.) (FEET)± I 0-30 200 30-45 300 OVER 45 500 *INCREASE BY 20% ON SUSTAINED DOWNGRADES STEEPER THAN 3% AND LONGER THAN 1 MILE. SIGN CHART C30 (CA) W20-5(RT) C30BIKE( CA) G20-2 ~ ~ W20-1 W20-5(RT) W20-5(2)(RT) W20-5{2)(RT) W4-2(LT) W4-2(RT) SIGNAGE NOTES 1. NOT LESS THAN ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DEVICES ON ALL NIGHT LANE CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED AS SPECIFIED IN THE SPECIFICATIONS. 3. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES OF ALL MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES. 4. A C13 "END CONSTRUCTION" OR C14 "END ROAD WORK" SIGN, AS APPROPRIATE, SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE END OF THE WORK AREA IS OBVIOUS, OR ENDS WITHIN A LARGER PROJECT LIMITS. 5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAFFIC CONES OR FITTED WITH 13" REFLECTIVE SLEEVES. 6. FLASHING ARROW SIGNS SHALL EITHER TYPE I OR TYPE II. SILENT TYPE IN POPULATED AREAS. FLASHING ARROW SIGNS SHALL BE USED ON ALL STREETS THAT HAVE AN ADT OF 5000 OR MORE OR AT THE DIRECTION OF THE CITY ENGINEER. 7. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER SHALL BE APPROXIMATELY AS SHOWN IN TABLE 1 AND 50 FOOT MAXIMUM SPACING ON TANGENT. 8. ADDITIONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAFFIC QUEUES DEVELOP. FLAGGER STATIONS FOR WORK AT NIGHT SHALL BE ILLUMINATED AS NOTED IN SECTION 5-04.6 OF THE "MANUAL OF TRAFFIC CONTROLS". 9. PLACE C30 "LANE CLOSED" SIGN AT 500'-1000' INTERVALS THROUGHOUT EXTENDED WORK AREAS. 10. WHEN A PILOT CAR IS USED, PLACE C37 "TRAFFIC CONTROL -WAIT FOR PILOT CAR" SIGN. 11. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A WEEKEND OR HOLIDAY SHALL BE POST MOUNTED. 12. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL MEET THE PROVISIONS OF SECTION 12 OF THE MOST RECENT EDITION OF THE CALTRANS STANDARD SPECIFICATIONS. MARCH 14, 2006 "AS BUil T" P.E. __ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE fSHml6 CITY OF CARLSBAD o----+----+---------------+---+---+-----1f------------ll ~ ENGINEERING DEPARTMENT t----+----+-------------+----+----+-----lf------------1 fSHEilll ~ IMPROVEMENT PLANS FOR: BILTMORE PACIFICA LOT G, RANCHO AGUA HEDIONDA, MAP NO. 623 R.O.S. 5715 (PORTION OF DESCRIPTION NO. 3) ENGINEER OF WORK JJlltt. r , / FOR PHASE ONLY WORK HOU A.M. TO P.M. COLLEG I -------500· -----; ENGINEER OF WORK \\-lv-07 LAl,.lf, xxxxx DATE DATE INITIAL REGISTRATION NO. XXXXX, EXP. XX xx xx ENGINEER Of WORK H>. ~ -9',11 "{$- SIGN CHART C30 (CA) C30BIKE(CA) W20-5(RT) 50' CONE SPACING -(TYP). G20-2 W20-5(2)(RT) r=l ~ W20-5(2)(RT) W20-1 W4-2(LT) W20-5(RT) W4-2(RT) FLASHING ARROW BOARD ' } ' 0 40 SCALE: 1" = 40 ol'4•1'~~~ b~ to DATE INITIAL DATE INITIAL 80 ro P.E. ;:,11. 04(1/j> "AS EXP. REVIEWED BY: INSPECTOR '-. 0,4k-s ~>- MARCH 14, 2006 BUil T" DATE DATE ~ 7 CITY OF CARLSBAD ~ 0 ENGINEERING DEPARThiENT IMPROVEMENT PLANS FOR: BILTMORE PACIFICA LOT G, RANCHO AGUA HEDIONDA, MAP NO. 823 8.0.S. 6716 (PORTION OF DESCRIPTION NO. 3) APPR?VEb,__J'E~ PRUIM 9/z.•t:.' ~ t, - CITY ENGINEER RCE 51274 EXP.09/30/07 'DA DWN BY: , ... , PROJECT NO. DRAWING NO. CHKD BY: 11 1 JtL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: JLL ,)<-SOP 01-0l(B) 432-20 I f ! ! I I i ~ ) 8 ,J, -,J, FOR S PHASE ONLY WORK HOU A.M. TO soo· P.M. I -------1 ---=_so· CONE SPACING (TYP). ENGINEER OF WORK SIGN CHART C30 (CA) C30BIKE(CA) W20-5(RT) FLASHING ARRO BOARD c----::::c-50' CONE SPACING (TYP). 0 SCALE: G20-2 W20-5(2)(RT) 40 80 1" = 40 r=1 ~ W20-5(2)(RT) W20-1 W4-2(LT) FLASHING ARROW • BOARD soo, W20-5(RT) W4-2(RT) ----- "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE urJ CITY OF CARLSBAD ~ 8 ENGINEERING DEPARTMENT 0 t------t---t----------------11----+---l---1--~ I IMPROVEMENT PLANS FOR: BILTMORE PACIFICA WT G, RANCHO AGUA HEDJONDA, MAP NO. 823 R.O.S. 5715 (PORTION OF DESCRIPTION NO. 3) APPROVf~ ~NN T. PRUIM t---t-------t--------------1----+--~---I--------I ~ y : .u.. ../~ ~ /r.,o/6(. r.:-:-:--±-:--h~,~~j~l'3'.~J:~~!l~i~~i;]~n,i~J~i:_~j~~~~j~~~~1~~~~1~~~j CITY ENGINEER RCE 51274 EXP.09 30 07 'DATE -------------.,,....-,,,,,..-----l\.-\1,-01 \.A ~.A&-&.ll'-'(' I, DWN BY: XXXXX DATE DATE DATE INITIAL DATE INITIAL CHKD BY,-..)~\.l,.~-1 PROJECT NO. DRAWING NO. REGISTRATION NO. xxxxx. EXP. xx-xx-xx ENGINEER 0r WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: Ji.I--SDP O 1-0 l(B) 432-2D 1 ; • 1 l .. Il~lli I !llllllfll j s ,J, -,J, FOR Thl S PHASE ONLY A.M. TO P.M. . g Ii) G20-2 -L -------------- ---• > .,. t:::=----~--==-==---, -~ == -===-5-------.,? > -d' --• ,_ ----> > . '. -- ~ -- i----~-------W20-1 W20-5(LT) -i-~ - W4-2(LT) - I I 500' I I I I I I I I ", / ", I I ' ,'~¼ I ~ ri I >- I ~ ~ I Q I ~ Cc I ~ s; ~ I I • 0 0 Ii) I I I j~20-2 • §2 f f lJ ENGINEER OF WORK FLASHING ARROW BOARD 50' CONE SPACING (TYP). ----------1 Do' --------- SIGN CHART C30 (CA} C30BIKE( CA} G20-2 W20-5(RT} W2D-5(2)(RT} 0 40 80 SCALE: 1" = 40 F.=l ~ W2D-5{2)(RT} W20-1 W4-2(LT) W20-5(RT) W4-2(RT} ---- MARCH 14, 2006 "AS BUil T" P.E, __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE fsHml CITY OF CARLSBAD ~ 1------+-----+--------------1------+----+--+-----o ~ ENGINEERING DEPARTMENT ~ ~===='-=========::::::'_':::===: IMPROVEMENT PLANS FOR: BILTMORE PACIFICA LOT G, RANCHO AGUA HEDIONDA, MAP NO. 823 R.O.S. 5715 (PORTION OF DESCRIPTION NO. 3) 1------+----+--------------1------+----+--+----1 A~P;~W o/;NN T. PRUIM 'f /4afo, 'DATE ~i:gm:~w&:~~~~~~~~~Me~~=t==t:==t==t==~ CITY ENGINEER RCE 51274 EXP.09 30 07 µ,...\1,o1 \..J..1.1'-.A6-'all ~ '!:o OWN BY: PROJECT NO. DRAWING NO. XXXXX -,-D-A T'""E,-----DA TE INITIAL DA TE INITIAL DA TE INITIAL CHKD BY:~ REGISTRATION NO. xxxxx, EXP. xx-xx-xx ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:~ SOP 01-0l(B) 432-2D l .I l j I ! I I j l ) FOR S PHASE ONLY WORK HOU A.M. TO P.M. FLASHING ARROW BOARD ~=~ b==== ,.-= -~ W20-5 BIKE (RT) W20-1 'Ii W20-5(2) (RT) )I~ C30 BIKE(CA) W4-2(RT) • 500' 500' 500' 500' 660' TRANSITION THAN L LEVY R.C o. 39712 DA TE DESIGN ENGINEER LICENSE EXPIRES 12-31-07 ic Darnell &: ASsocurEs, me. ~ 1446 FRONT STREET, THIRD FLOOR ~ SAN DIEGO, CA 92101 .I 50' CONE SP ACING (TYP). -50•---1 ----115' ---.J I I I I I I W20~ ' lj I I r9-G20-2 I I I I I I I . I ~ I /1 ~ I I > I //~ ~ xxxxx 50' CONE SPACING FLASHING ARROW ---- BOARD . (TYP). ENGINEER OF WORK DATE xx xx ll-\t-o1 \Al-l'=> DAlE INITIAL ENGINEER Of WORK SIGN CHART 100~1 ~ IQ1f CJD (CA) C30BIKE(CA) G20-2 R3-7(Rl) W20-5(RT) W20-5(RT) W20-5(2)(Rl) W20-5{2)(RT) W4-2(Ll) W4-2(RT) • MARCH 14, 2006 ~ ➔ "AS BUILT" ' P.E. EXP. DATE 0 40 80 REVIEWED BY: SCALE: , .. = 40 INSPECTOR DATE ~ CITY OF CARLSBAD ~ 0 ENGINEERING DEPARTMENT 0 IMPROVEMENT PLANS FOR: BILTMORE PACIFICA LOT G, RANCHO AGUA HEDIONDA, MAP NO, 823 R.O.S. 5715 (PORTION OF DESCRIPTION NO. 3) APPROVE'b Gl£:i!Z T. PRUIM qp-o/o, /{)'· _.,/ . CITY ENGINEER RCE 51274 EXP.09/30/07 DATE &#.,-e,,,1t.r, OMIT'!,~ I,, ...,..1W f.o DI/IN BY: PROJECT NO. DRAWING NO. DAlE INITIAL DAlE INITIAL CHKD BY:~ SDP 01-0l(B) 432-2D REVISION DESCRIPTION RVWD BY: OTHER APPROVAL CITY APPROVAL REGISTRATION NO. XXXXX, EXP. XX § (619) 233-9373 ~L __ _: ___ _wow~G~,0~60~10~3~TC~-i1B~.d~w~DA~lt:~-3~-1~3~-0~6~B~Y:~C~DJ~l.------------------------------------------------------------------------------------------------------... I ; .... , .. • •• ' i ·, ) ' ' \~~~~~ ' )