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HomeMy WebLinkAboutDWG 422-8; CT 03-13; BLACK RAIL RIDGE SUBDIVISION; 01-14GENERAL NOTES: /. Tl/IS Pl.AN SUPERSEDES ALL OTIIER Pl.ANS PREVIOUSLY APPROVED BY TIIE CITY OF CARLSBAD REGARDING IMPROVfMENTS SI/OWN ON Tl/IS Sf! OF PLANS. 2. APPROVAL OF Tl/IS DOES NOT LESSON OR WAl!,f /4NY PORTION OF TIIE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED 1/EREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLf CHARGf SHALL REV/Sf TI/ESf PLANS WHEN NON-CONFORMANCE IS D!SCOVERfO. 3. CITY APPROVAL OF PLANS ODES NOT RELIEVE THf DEVfLOPER OR ENGINffR-OF-WORK tROM RESPONSIBILITY FOR THE CORRECTION OF fRRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. All PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PE/1/'1/T FROM TI/E CITY ENGINEfR Will BE REQUIRED FOR ANY WORK IN THE PIJBUC RIGHT-OF-WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN AODITIONAl INSURED ON TI/E PERMITTEE'S POLICY IN TIIE Ml'l!MUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. Tllf INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF 'A' ANO TI/E 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 ANO 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 WR! TTEN APPROVAL OF THE CITY ENGINEfR, NOTED WITHIN TI/E RfV/5/0N BLOCK, ON APPROPRIATE SHEET OF THE PLANS ANO TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF TI/E CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWINGS SHALL BE REV/SEO TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES l)URING CONSTRUCT/ON. II. WHERE TRENCHES ARf WITHIN CITY EASEMfNTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (BJ LABORATORY WORK SI/EETS ANO (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING OA YS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEOIATEL Y SUBMITTED TO TIIE CITY ENGINElR!NG INSPECTOR UPON COMPLfTION OF THE FIELD TESTS. /2. A PRECONSTRUCTION MEETING SHALL BE HELO AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO SHALL BE ATTENDEI) BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO All OTHER ASPECTS OF THE WORK. TI/E CONTRACTOR SHALL SCl/fl)ULE BY CALLING THE INSPECTION LINE AT (760) 438-389/ AT LfAST FIVE (5) WORKING DAYS PRIOR TO ST ART/NG CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLf PRIOR TO SCHEDULING. /J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL BE MADE BY CALLING THE ENGINEER/NG 24-HOUR INSPECTION REQUEST LINE AT (760) 438-389/. INSPECTION REQUESTS HUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE OA Y BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.H. WILL BE SCHEOULfO FOR TWO FULL DA YS LATER. /4. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLfl Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. /5. THE CONTRACTOR SHi1LL CONFORM TO LABOR CODE SECTION 6105 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEfR ANDIOR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTI/ER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF CAVING GROUNO DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLATION THEREIN. THIS PLAN !1UST BE PREPARED FOR ALL TRENCHES FIVE FEET (5 ') OR MORE IN DEPTH ANO APPROVED 8 Y THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABL/S//ED BY TI/E CONSTRUCT/ON SAFETY ORDERS, TITLE 8 CALIFORNIA AOMINISTRA TIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF TI/E OSHA EXCAVATION PE/1/'1/T MUST BE SUBMITTED TO TI/E INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHEOLOGICALIPALEONTOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PfRMITTE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERJ1ITTEE HAS RECEIVED WRITTEN AUTHORITY FR0/1 THE CITY ENGINEER TO 00 SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIM/TEO TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THROUGH FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEE!(ENOS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) / /8. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO Tl-IE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONS/BLf FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. /9. NO BLASTING SHALL BE C0/1MENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURES AND FAClf..!TIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE /lfCORDS. 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 ANO ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 2/. THE CONTRACTOR SHALL VERIFY THE LOCA T/ON OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN TI/E PROJECT SITE SUFFICIENTl Y AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISION OF THE CONSTRUCT/ON PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONcRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BEi ow) AT LEAST 2 FULL WORKING DAYS PRIOR TO CONSTRUCTION NEAR TI/EIR FACILITIES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENT A TIVE. UNDERGROUND SERVICE ALERT SDGl I: PACIFIC BELL ADfLPHIA CABLE COMMUN/CATIONS Cox COMMUN/CA !IONS CITY OF CARLSBAD (STREET AND STORM DRAIN) 'CITY OF CARLSBAD (SEWER, WATER, RECLAIMED WATER) 'SAN D!EGU/TO WATER DISTRICT 'LEUCADIA WASTEWATER DISTRICT 'VALLEC/TOS WASTE WATER DISTRICT *OUVENHAIN WATER DISTRICT *BUENA SANITATION DISTRICT * As APPROPR!A TE (800) 422-4/33 (BOO) 660-7343 (BOO) 892-0/23 (160) 438-714/ (160) 806-9809 (760) 434-2980 (160) 438-2722 (160) 633-2650 (160) 153-0/55 (160) 144-0460 (160) 153-6466 (160) 126-1340 STREET NOTES: /. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTfR "R' VALUE TESTS HAVE BEEN CONDUCTfD BY A PROFESSIONAL ENGINEER OF THE SIA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE 'R' VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORJ(/NG OA YS BfFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN CN Tl/ESE PLANS, UNDERGROUND CONDUIT R'JNS, SERVICE POINTS AND HAND-ROLES SHALL BE SHOWN ON THE 'AS-BUILT' PLANS. No DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINARIES SHALL BE 'CUT OFF' TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES UP TO 15'. PVC MAY BE UTILIZf!) PROVIDED DEPTH IS LESS THAN /5 FEET ANO BACliFllLEO WITH .Jt' 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 ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPRO!,fO BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PfR SECTION JV D. 3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARliERS SHALL BE PLACED IN THE SfREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M/9. 9. ALL SURVEY MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. /0. Two (2) SETS OF SUR!,fY (cur) S/IEETS SHALL BE PROV/OED TO THE CITY [NG/NEERING INSPECTOR. WATER NOTES: I. POTABLE WATERNAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF CARLSBAD ENGINEERING STANDARDS, 2004 EDITION, OR LATEST CITY APPROVED UPDATE. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERNIT FROM THE DIVISION OF !."IDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOT/FICA T/ON BEFORE ANY EXCAVA T/ON AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECT/ON OR SHUT DOWN OF VALVES ON EX/SITING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBADllS DEPUTY CITY ENGINEER AND THE UTILITY OPERA T!ONSO PUBLIC WDR/<.S NANAGER. 4. A ?RECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A NIN/MUM OF SEVEN (7) DAYS BEFORE CONSTUCT/ON BEGINS. CONTACT THE CITY OF CARLSBAD ENGINEER/NG INSPECTION DEPARTNENT -TELEPHONE NO. (160) 438-389/. FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION NAY BE PROVIDED -TELEPHONE NO. (160) 438 -389/. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT. ALL EXISTING TREES AND S/RUCTUHES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERN/SSION FROM THE CITY OF CARLSBAD DEPUTY ENGINEER. 1. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DENONSTRATES THAT PROTECTION CAN BE PERFOR/1ED IN ANOTHER NANNER, THE DEPUTY ENGINEER WILL CONSIDER AN AL TERNA TE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNNENT AND TYPE OF NATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. NARCH 2004 PAGE I OF 2 STANDARD WATER NOTES 9. ALL RECLAIMED WATER NA/NS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLANA TION RULES AND REGULATION FOR THE CONSTRUCTION OF RECLA/NED WATCR NA/NS -CARLSBAD MUNICIPAL WATER DISTRICT." OCTOBER /993 OR AS AMENDED. JO. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE I" AND ALL METERS SHALL BE 518" (UNLESS OTHERWISE NOTED ON PLANS). II. ALL WATER NETER BOXES SHALL BE 11" X JO' X 12" POL YNER CONCRETE AS NANUFACTURERED BY ARMORCAST OR EQUAL. 12. MINIMU/'1 SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. IJ. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 14. CONSTRUCT/ON OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER NA/NS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIAOS DEPARTMENT OF HEAL TH SERVICES. SEWER NOTES: I. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF CARLSBAD ENGINEERING STANDARDS, 2004 EDITION, OR LATEST CITY APPROVED UPDATE. 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 THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCT/ON 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 TQ THE BEGINNING OF CONSTRUCT/ON (TELEPHONE NO. (160) 438-3891). SPECIAL NOTES: /. UTILITIES THAT ARE CROSSING CUT/FILL LINES SHALL BE UNDERCUT PER SOILS ENGINEER'S RECOMMENDATIONS. 2. THE CONTRACTOR SHALL PROVIDE A SAND CUSHION BETWEEN ANY UTILITY THAT CROSSES ANOTHER UTILITY WHERE THERE IS ONE FOOT(/. O') OR LESS OF CLEARANCE BETWEEN THE UTILITIES. REFERENCE DRAWINGS: DWG No. 335-5 -IMPROVEMENT PLANS FOR BLACK RAIL ROAD OWG NO. 360-38 -IMPROVEMENT PLANS FOR POINSETTIA LANE DWG No. 410-6 -IMPROVEMENT PLANS FOR BLACK RAIL ROAD I! TRITON STREET OECLARA TION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WOIII( FOR THIS PROJECT, THAT I HA!,f EXERCISED RESPONSIBLE CIIARGE OVER Tl-IE DESIGN OF THE PROJECT AS DEFINED IN SFCTION 6103 OF THE BUSINESS AND PROFESSIONS CODE, AND Tl/AT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW DNL Y AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. MLB ENGINEERING WORK To BE DONE: SIGNING 8 STRIPING NOTES: /, THE CONTRACTOR IS .RESPONSIBLE FOR /NSTALLA T/ON OF ALL SIGNING ANO STRIPING. THE /MPROVE/IENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCIJNENTS CURRENT AT Tl-IE T/Mf OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.· 2. ALL SIGNING STRIPING ANO PAVEMENT MARJ(/NGS SHALL CONFORM TO T.'/E FEDERAL HIGHWAY ADM!NISTA T!ON (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2005 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT, THE CAL TRANS SrANDARO SPECIF/CATIONS (2002 OR LA rFST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING ANO STRIPING IS SUBJECT TO THE APPROVAL Of THE PUBLIC WORKS DIRECTOR OR HIS AND PUBLIC WORliS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED OF THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5, ALL STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITAL PAINTING. 6. ALL SIGNA GE SHALL BE REFLECT/ VE PER CAL TRANS SPECIF/CATIONS ANO SHALL USE ENC A PS ULA TEO LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 1. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVfMENTS, All STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER Of THE CONSTRUCT/ON PROJECT WILL BE RESTORED TO A 'Lll(E NEW' CONDITION, IN A HANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 8. EXACT LOCA T/ON OF STRIPING ANO STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REP.'lESENTAT/1,f PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. /0. ALL PAVEMENT LEGENDS SHALL BE !Hf LATEST VfRSION OF THE CALTRANS STENCILS. //. LIMIT LINES ANO CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALl(S SHALL HAVE /0' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. /2. ALL CROSSWALKS, LIMIT LINES, STOP BARDS, PA VE/1ENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLfSS OTHERWISE SPECIFIED. /3. FIRE 1/YORANT PA V[M[NT MARKERS SHALL CONFORM TO THE MUTCO 2003 EDITION AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT ANO SAN DIEGO REGIONAL STANDARD DRAWING M-/9. , /4. ALL MEO/AN NOSfS ANO FLARfS SHALL BE PAINTED YELLOW. 15. ALL SIGNS SHALL BE STANOARO SIZE AS SHOWN IN THE MUTCD 2003 EDITION AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT UNLfSS OTHERWISE SPECIF/fO. /6. SIGN POSTS SHALL BE SQUARE PERFORATED STELL TUBING WITH BREAKAWAY BASE PER SAN D!EGr REGIONAL STANDARD DRAWING M-4 5 /1. WHEN A SIGN IS A TTACHEO TO A POLE, Ir SHALL BE MOUNTED USING A STANDARD CITY Of CARLSBAD APPROVED MOUNTING BRAC!(ET WITH STRAPS. /8. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD. /9. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED ANO INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISIING ro BE RELOCATED OR TO REMAIN. 20. WHERE R4-7 SIGN ANO TYPE ON/-5 OBJECT MARKfR ARf TO BE INSTALLfO IN A 2-FOOT WIDE MEO/AN NOSE, THE R4-7 SIGN SHALL BE 18' X 24" AND THE 0/1/-J OBJECT MARKER SHALL BE 12" X 12' Q c-, '<-1< ,-0 I f:::j .,,._ 1 err Y ~ ROAD k'. ,...1-- 0•'" rfo.1 ~ ~w-,:-, /, CARLSBAD /1UNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PI..ANS. 4. RESOLUTION Nos. 5603, 5605 I! 5606 DA TEO APRIL 21, 2004. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORJ(S CONSTRUCT/ON (GREEN BOOK) 6. SOILS REPORT 8 RECOMMENDATIOI/S 8 Y GEOSO/LS, INC., DA TEO SEPTEMBER 3, 2003. 1. THE SAN DIEGO AREA REr./ONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. COASTAL DEVELOPNENT PERMIT CONDITIONS DATED ---~ 9. C.M.W.0. STANDARDS I! SPECIFICATIONS FOR WATER, RECLAIMED WATER 8 SEWER. /0. STORM WATER POLLUTION Pi?EVENTION PLAN (SWPPP) PREPARED BY MLB EG!NEER!NG, DA TEO AUGUST 2, 2004. II. STORM WATER MITIGATION PI..AN (SWMP) PREPARED BY MLB ENGINEERING, DATED AUGUST 2, 2004. LEGEND IMPROVEMENTS: DWG. NO. *' A.C. PAVEMENT (SECTION PER SOILS ENGINEER, Mm/MUM: 4" AC/4" CL II AB) CONCRETE CURB I! GUTTER (6") 11C DIKE (6') PEDESTRIAN RAMP P.C.C. DRIVEWAY (CL STATION, WIDTH SHOWN) CONCRETE SIDEWALK 8' PVC SEWER MAIN SEWER ACCfSS HOLE /100/FIY EX. NH TO DROP MH 4 ' SEWER LA TERALS STREET LIGHT (9500 LUMENS) STREET SIGN 8' PVC WATER MAIN I" WATER SERVICE I' WATER + FIRE SPRINKLER SERVICE FIRE HYDRANT ASSENBL Y 2' BLOW-OFF G-2, TYPE G G-5, TYPE A G-21, TYPE '.II' G-/4A' G-1 5-4, CMWD S-5 CMWD S-I CMWDS-2 CMWD S-1, S-8 E-I', GS-2/ (CSD) As IND/CA TED CNWD W-3 CMWD W-JA CMWD W-I2 CMWD W-6 G-24 I SYMBOL I .... ',, .. 8" PVC ► 1--1 --@ □}---® -0--1 e2·so I \' 1' o•cc pn1NSETnA V ~JTF' on--,~ 18" RCP \' ~~ PROJF'c-r~~ ~ r _... ...;> ...... R,D __ b.0 CITY OF !:> SAN MARCOS S ., 'LGA CURB INLET TYPE '8" DEVELOPER: \~ "1,\>, \....,/4'<'" If MAYFAIR HOMES, /NC. 1: \ ~ ~ CARLSBAD CATCH BASIN TYPE "F' (', ~ .. :.\111UI ,,,. LAGOON II ,S"-J443 CAMINO DEL RIO SOUTH, SUITE 312 "%,. , , ,,,. -. cosrA . • ~, STORM DRAIN CLfANOUTS TYPE ')'I" SAN DlfGO, CA 92/08 , \ LA , , 1£. (6/9) 280-5171 o "' d; SOURCE OF TOPOGRAPHY: \_~'~r~ 1 ..J'-..._r-----, .f TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED USING ~"' ,\ CITY OF ENCINITAS ~,~- AERIAL PHOTOGRAMMATIC MfT/10DS FROM INFORMATION GATHERED VICINITY MAP ON NOVEMBER 23, /999 BY: NO SCALE: EARTH GRAPHICS, INC. /310 E. EDINGER AVENUE, SANTA ANA. CA 92705 D-2 D-7 D-9 (714) 541-4229 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL NAP ACCURACY STANDARDS. QUANTITIES ARE SHOWN FOR BONO PURPOSfS ONLY, CONTRACTOR IS /?ESPONS/BLf FOR BID QUANTITIES PER PLAN. NOTES: QUANTITY 23,/00 SF 1,538 LF 365 LF 2 EACH /, 92/ SF 1,635 ''F "' 1,085 LF 6 EACH I EACH II EACH 4 EACH I EACH 380 LF 9 EACH 2 EACH I EACH I EACH 135 LF 548 LF I EACH I EACH 2 EACH LT = LEFT Of CENTER LINE RT = RIGHT OF CENTER LINE Underground service Alert BASIS OF BEARINGS: THE BASIS OF BEARINGS FQR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM -/983, ZONE VI, /99/. 35 EPOCH, NORTH AMERICAN DA TUM OF 1985 (NAO 83), GRID BEARINGS BETWEEN STATION ECR 0009 ANO STATION ECR 00/1 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY No. 11211, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECOROR ON FEB. 8, 2002. IE: NORTH 30°48 'JO' WEST CMWD W-= REFERS TO CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS CSO 0-= REFERS 10 CITY OF CARLSBAD STANDARD DRAWING SDRSD D-= REFERS TO SAN DIEGO COUNTY REGIONAL STANDARD DRAWING ' = IND/CA TES AS MODIFIED PER CITY OF CARLSBAD STANDARDS '*=ALL REFERENCED STANDARD DRAWINGS ARE AS PROVIDED IN SAN DIEGO REGIONAL STANDARD DRAWINGS UNLESS OTHERWISE SPECIFIED. LEGAL DESCRIPTION: A PORTION OF THE NORTH HALF OF THE NORTHEAST QUARTER Of THE SOUTHEAST QUARTER Of THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE Ci TY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF. D CALL: roLL fRE.S 1-B00--227-2JOO lliRCE WORKING DAYS BEfDRE YOU DIG C.AUT/O/\J: Ass Ss 's p L N' IM . REJ£MB£R rHAr THE USA CENlER NDTfflES E OR 'ARC£ vnBER. OflY THOSE UTUTJES S£LDNGJNG ro Tl£ 2/5-070-33 Cf}ff£R 71/f}/f CO/J.JJ SE orfER UTUTJES CALIFORNIA COORDINATES: '7!ffJ:0'%£ ~~ r:;,Rf,j/ffriff JftER 1984-6243 NOTIFY. BENCHMARK: DESCRIPTION: OC-0/79 DISC SET IN WEST END OF SOUTH HEADWALL OF 24" RCP CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD FIRE DEPARTMENT REOUI/IEME/lrs· "AS-BUILT" LOCA T/ON: 0.4 MILE EAST OF INTERSECTION OF LA COSTA AVE. ANO SAXONY ROAO. RECORDS FROM: COUNTY OF SAN DIEGO, DtPT. OF PUBLIC WDRliS: REPORT SV0/06-0/,/0/I5/85 ELEVATION: /J.81 DATUM: M.S.L. J I No. or F.H.(S) _L_ Fil/£ FLOW 1500 G.P.M. OUT or_/ F.H.(s). R 1/,0/47 BUJG. SP,?!NNLED (i'ES) -No, FIRE FLOW /500 G.P.M. MICHAEi. L. BENESH R.CE 31893, REG. EXP. 3/3l!IJ/C'? -IJArE .;1,/1-,/.,7 DATE l-----+----+---------------+--f--------jf--------jf-----11 ~~,Er 1~c_1_·t_y_o_f_C_a_r_1_s_b_a_d~ ~TS _ ENGiNEERING DEPARTMENT ~ /MPROVEHENT PLANS FOR: BLACK RAIL RIDGE SUBDIVISION PROFESS!ON/li.. CIVIL ENGINEER AND LAND SURVEYOR 600 S. ANDREASEN DRIVE, SUITE E ESCONDIDO, CA 92029 (160) 141-3571 ~/J~~_ DATE.· ~1/or Engineering l~roftssional Civil Engjneers and Land S uroryors JZ. ,.,_,,,,. ML.R ~ 113/IJQ fl\, 8 A /6 0 MtO-. I\ Ac. t11-r1 r <~- I~• ',Cl'!,4 SHr: A" 1 '· cl_h..JJM . . o.., "Tii • APPROVED: LI.OYO 8. 11/J/J/JS If Y r •. f/••/"' ' .. ~ ~ ~~--✓ 'I /2-:: I~< E.Olf:.l'I 1 '"0:.C."-•· · IJ/,b/,:,, . -CITY ENGINEER 23889-6. EXP. /213/12005 DArE ,. r 7t,}~1 I JAW 11/CHAEL L. BENESH '";, RCE 37893 EXP. 313111)8 cl 600 South Andreasen Drive, Suite E, Escondido, CA 92029 Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pacbell.net (. I • MLY> &,LIT. I .. oev. t.1At£.n ...... -. • 1 -~ -J-• - I I OAT£ INITIAL 0ATE IN!r/AL DATE 1,vrT!AL i}pAWN BY: l'RoJECT No. DRAWING No. REVISION DESCRIPTION CHECKEO BY: -*. CT OJ-IJ 422-8 [NG/NEER OF WO!llt OrHER APPRDVAL CITY APPROVAL REVIEW@ BY: : II R PLAN DATE: Z:ILAND PROJECTS 2005104-SDl/0 -CT0J-IJI0WGIIMP-SHTI.DWG 4//3/2005 10:16:57 AM PST ~ --------------------- ' . Ii \'l.~~~s .• ' -- II'. 1-------------------------R,c/.W= /02''-------------------------, l--------------'i,T'-------------1-------------,5/''--------------j ,--I0''---.-----------4/'·----------1-----------4/'-----------,---1,0'----j l PROVEMENTS PER IMP. PLAN 360-Ja----~ 1----1,4 '1----i -5.5' 2' STREET LIGHT LOCATION FIRE HYDRANT LOCATION . I ' 1----c:----. ---------= ·:=.:' -1l •-.1--= ==~== ~=:.=:=--------- I I ----, I ----....._ ------2% 2% ' .. 0,5' ---- _.,,.. '7'oinsettin ~nne MAJOR ARTERIAL STREET (PUBLIC) DESIGN SPEED 50 MPH T/=8. 5 MINIMUM SECTION 5 AC I 6 AB =--"--i----ST. LIGHT (TYP.) RIW 6 Miii TYPE "G" CURB 8 GUTTER (TYP.) 5' WIDE -4" PCC SIDEWALK (TYP.) FUTURE RIW RIW =----.j'._,__ __ ST. LIGHT (TYP.) RIW RIW It 1------------F>0'-1-----------lll-----i 1------JO''------f-------,J0'---1"-----1 ·---12•--+-----20'---~--1ll-/O'--i 2' 2' --+-H~-EXsc ,,.. l ,_ ,w RIW< 1-----1,2'-+---------411-----' 10'--l 2' --l-lll- 4" Cl 4" CL II AB (OR PER SOILS REPORT) ',"'I-ca-~ TYPE "A" AC DIKE '() :,; ~ i: Q8' WfJfR MA 0 8' SEWER MAIN Z'riton Street STATION /2+65 TO l5+03 RESIDENTIAL STREET (PUBLIC) DESIGN SPEEO 25 MPH T/=5. 0 /1/NIMIJ,'1 SECTION 4 AC I 4 AB -5' IRE HYDRANT (T Yf.) TYPE "G' CURB 8 GUTTER (TYP.) =----r----,sr, LIGHT (TYP.) RIW RIW 1---.Jll----------1-,60'-------ltl-----l 1---.m..--30•------1------,30'---ll+----I -I0''-!1+-.----zo•----1----20•--~,-,•-I0'-- -IH--1-2' 1--,12•t-- TYPE ''.4' AC DIKE 4' Cl 4' CL II AB (OR PER SOILS REPORT) 2% _2%_ '() ;,' ~j_: QB"WjJfRMA 6"Mm. 0 8" SEWER MAIi/ Z'riton .Street STATION /5+03 TO /6+62 RESIDENTIAL STREET (PUBLIC) DESIGN SPEED 25 MPH T/=5. 0 MINIMUM SECTION 4 AC I 4 AB 1---.ST. LIGHT (TYP.) -5' IRE HYDRANT (TYP,) TYPE "G' CURB 8 GUTTER (TYP.) RIW 4" AC/ 6" CL II AB (OR PER SOILS REPORT) RIW l--ffi--+----------+,60' : 1--114----+---30'------<------J0''-------1 ----l---14 ''---,~~--14t ,, __ __, 4,5' ,--5,5' ,----,;;t--,20'---~ FIRE HYDRANT (TYP.)--h-1 - \~ MIN. B' WATER MAIN Q___10 ,_-44" AC/ 4" CL II AB (oR\ PER SOILS REPORT) 0 8' SEWER MAIN Z'riton .Street STATION l0+00 TO /2+65 RESIDENTIAL STREET (PUBLIC) {)[S/GN SPEED 25 MPH Tl=5, 0 NIN/MUM SECTION 4 AC I 4 AB :.\' 4-''t;~ (_%) __ & ------');~/ ---- / ,rP'-"-~--x:-Ac SwAL; T; ;;R-;,oVED--;,,~ __ J 4' PCC SIDEWALi( (TYP.J 6" MIN. EXIST. a· SEWER ·--,/2' ] 11/EHYDRANT(TYP.) 4"PCCSIDEWALK(TYP.) /C) _ _,,__, !(~, !?'.") TYPE 'G' CURB 8 GUTTER (TYP) I J' _/1"" ~!' '""_;1 TYPE 'G' CURB 1'") -\ 8 GUTTER {TYP.) EXIST, 12' WATER MAIN 11.,~ EXIST, 18' WATER MAIN EXIST. /8" RECLAIMED WATER MAIN ~lne~ '7cnit '7conlJ BENCHMARK: RESIDENTIAL STREET (PUBLIC) DESIGN SPEED JO MPH T/=6, 0 MINIMUM SECTION 4 AC I 6 AB Z'gpienl .Street ..Sections DESCRIPTION: OC-0179 DISC SET IN VIEST END OF SOUTH HEADWALL OF 24" i?CP LOCATION: 0.4 MILE EAST OF INTERSECTION OF LA COSTA AVE. Engineering Professional Civil Engineers and Land S urvryors Ti!E STRUCTURAL SECTIONS SHOWN ARE FOR QUANTITY PURPOSES ONLY. THE ACTUAL STRUCTURAL SECTION Will BE BASED ON R-VALUE ESTABLISHED IN THE FIELD, SEE STREET NOTE No, I ON Sliter/, AND SAXONY ROAD, RECORDS FROM: COUNTY OF SAN DIEGO, DEPT. OF PUBLIC WORKS: REPORT SVOl06-0/, 10/15/85 ELEVATION: /J.87 DATU,'1: M.S.L. 600 South Andreasen Drive, Suite E, Escondido, CA 92029 A Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pacbell.net -------~------. ------· -. ------------- GRAPHIC SCALE 50 100 200 400 1----' ______ 1 __ 1~ j ( IN FEET) /INCH= 100 FT. SEWER LINE SEE SHEET 6 \ I I I I LOT I TRITON STREET tt--+:-----..JU. _ _J A 0.8% ,/ /' ; TYPE F ACDl/fE'---1---TiPE A AC DivE // Ill .1 2 3 4 5 6 7 /0 II INDEX MAP SCALE: l'=/00' ABBREV/A TIONS ONTRACTOR TO PROVIDE SMOOTH GRAVEL TRANSITION TO EXISTING GRADE Cl ELEV FL FP FS GB IE MH NSF NTS p PC PCR PCC PRC PL PVI RCP TYPE F AC DIKF CURB INLET ELEVATION FLOW LINE FLOOD PLAIN FINISHED SURFACE GRADE BREAK INVERT ELEVATION MANHOLE NET SQUARE FEET NOT To SCALE PAD ELEVATION POINT OF CURVATURE POINT OF CURB RETURN POINT OF COMPOU,1/D CURVATURE POINT OF REVERSE CURVATURE PROPERTY LINE POINT OF VERTICAL INTERSECTION (VC) REINFORCED CONCRETE PIPE RIW RW s SD SF TC TF TW vc w ws RIGHT OF WiY RECLAIMED WATER SEWER STORM DRAIN GROSS SQUARE FEET Top OF CURB TOP OF FOOTING TOP OF WALL VERTICAL CURVE WATER WATER SURFACE EXISTING GRADE SEWER LATERAL TABLE DETAIL A SCALE: /"=20' ENGINEER OF WORK MICHAEL L BENESH, RCE 37893 REG. EXPIRES 3/3/lii6 ol PROPOSED PA VE!1ENT SECTION A-A Nor To SCALE Underground service .Alert CALL: -roLL f'R.E.E -J-B00-227-2600 THREE WORKING DAYS BEFORE YOU DIG C.1-\UTJOJ\J: FIEMEM8ER 1Ji4 r 1JIE li5A CENT£R NOTJf/£5 0NL Y rHo.5€ UTI/J1/£S B£LONiiJAIB TO TJJE CENTER. THERE C(){JJ) 8£ OTHER UTI/J1/£S PREENr AT TJJE WORK SIT£. TH£ cfNlm WU INFORM YOU OF WHOM THfY J1al.L NOTIFY. LOT# STATION l,E, @MAIN I.E. @PL I 16+15 328,45 33/.60 2 15+52 530,85 553.6/ J 14+92 JJJ. /1 335.77 4 14+3I 335,42 339./4 5 13+66 338,55 343,39 6 12+98 345,42 350.24 1 12+35 351.78 351.00 8 l/+83 357.04 361.85 9 11119 357.44 362. 18 10 l/+36 36/.18 365.62 II !0+99 365.52 368,58 'As-BUIL r· MICHAEL l. BENESH R.C.E. J789J, REG. EXP. J/Ji~01 DATE REVIEW/ .~.L~ INSPECTOR 1-----11----t----------------+---+--+---+---l rn City E:?.!,NG £~!:e!r s bad =::] /MFROVEMENT Pt.ANS FOR: BLACK RAIL RIDGE SUBDIVISION TYPICAL S£CTIONS, INDEX MAP, ABBREV/A TIONS, BENCHMARK Ai'fRDVED: LLOYD 8, HU/JBS r 053105 Undsr_ground s0rvjc0 .Alert CALL; TOLL FFI.E'.E'. -J-B0D-221-2600 RELOCATE EXISTING R26DIR8/ TO STREET LIGHT ~ ' ~GIN ~ . OJ s. "' + G> = . '-" J9 ~ , ... EXISTING i:::l£J BEN CHM ARI<.: THREE WORKING DAYS BEFORE YOU DIG DESCRIPTION: OC-0179 DISC SET IN WEST END OF SOUTH HEADWALL OF 24" RCP C.AUYJ01V: R£M:M8£R THAT TH£ li5A CENTER NDTif'lf:S DM. Y TJ./osE l/TUl"E:S BELDNCINB TO TJE CENTER. TllmE C/Jll.D BE 01/ER /JfU/'Es PRESFJl1 AT TH£ WDRK sm:. TJE CENTER WU INFORM YOU OF WJIOM T'd£Y WU No1F'Y. LOCATION: 0.4 MILE EAST OF INTERSECT/ON OF LA COSTA AVE. AND SAXONY ROAD. RECORDS FROM: COUNTY OF SAN DIEGO, DEPT. OF PUBLIC WORKS: REPORT SV0/06-0l,/0//5/85 ELEVATION: /3.81 DATUM: M.S.L. 12 ------ --\:---¼!46+00 12 J9 2 J 4 5 I I RIW~ -8"RW- EXIST. JB -1!,,Z+DO ...... 7 I I /48+00 EX. LIGHT o:'lnn.: o:'oinsettin ~nne SCALE: /"=40' ENGINEER OF WORI<. MICl1AEl . BENESH, RCE J789J REG. EXPIRES J/3//~07 Engineering Professional Civil Engineers and Land S urvryors 600 South Andreasen Drive, Suite E, Escondido, CA 92029 Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBcncsh@pacbell.net DATE INITI/Jl ENGlNEER OF J,V®" 149+00 --B"R,V----- 150+00 RIW DATE ,INITIAL REVISION DESCRIPTION OT/IER APPROVAL II DAE ( ) CURB DATA No. DEL TA/BEARING RADIUS LENGTH REMARKS I 22"J0'J0" 1359.00' SJJ.88' 6" TYPE 'G' C 8 G 2 N 86'58'!0" W 85.24' 6" TYPE 'G' C 8 G J N 1J'28'54 "E 50.05' 6" A. C. DllfE STRIPING LEGEND: PAVCMENT MARKING (THERMOPLASTIC) REMOVE EXISTING STRIPING BY GRINDING STRIPING TYPE PER CAL TRANS STANDARD NUMBER REFERS TO DETAIL GRAPHIC SCALE 80 '---------" ( IN FEET) I INCH O 40 FT. "AS-BUJL r" MICHAEL L. BENESH DA TE R.C.E. 31893, REG. EXP. 3/Jl!(;;fOf REVIEWED 8 Y: IN~/1/...k I Sjr I City of Carlsbad ENri1/\J£E,l?/NG DEfARTHENT IMF'ROVEMENT PLANS FOR: BLACK RAIL RIDGE SUBDIVISION POINSETTIA LANE PPRovEo: Lwro a. HUBBs a r AP /2/J//2105 fROJErT No. DRMIING NO, c,rr Aff'ROVA!. DRAWN Be·-=~~ [HECKE[) Br: ,,t.qil?m-=- REl'IEWED B'f': ·if L CT 03-13 422.-8 053105 C :e WG) 0 .,, .a::. t-,.) t-,.) I 00 !8+00 Underground servjce Alert CALL: 1' DLL FREE'. 1-800-227-2600 THREE WORKING DAYS BEFDRE YOU DIG c.1-\U1Jot.J: REJ£MB£R J1/At rf£ UsA CENTER NDrm O!L r rHOSE iJTllTJ£S BElDNeW/J ro THE ctmER. rHEA£ couw m: orHt:R UJWEs PRESe/T AT Ti£ W0!1K SITE. 11£ CENTER lWLL. N'ORM YOU oF WHOM THEY WU N01JFY. 17+00 "' I 8 11 -.. I CC -11 ' ' ~---L--l ... l. "' '0 ~) '""-I :,:, ;,; \_J'--' /6+00 ~ ~ ~ :,:; c::, '--' Ill "' !;:! '-t c$ !!: '--' >C '-t k l<_ ~ ~ l(j Kl k i-~ ,,, Crj 2 ~ s "' " -w d f;j le, ;;,: -t-~ SQ ... ~ \!? UTURE CBG RZ6 ANO RB/A 11 ' EXIST. DIRT ROAD II II 11 11 BENCHMARK: DESCRIPTION: LOCATION: RECORDS FROM: ELEVA T/ON: OC-0179 DISC SET IN WEST ENO Of SOUTH HEAOWALL OF 24" RCP 0.4 MILE EAST Of INTERSECT/ON Of LA COSTA AVE. AND SAXONY ROAD. COUNTY Of SAN DIEGO, DEPT. OF PUBLIC WORKS: REPORT SV0/06-01,/0//5/85 13.87 DATUM: M.S.L. !5+00 /4+00 /3+00 /2+00 l/+00 S'LY TOP DIKE -CL FS + 0. 26 , _______ __, I I I I I I I I J I I >--"' I s c::, Ln I " w - & d w ~ °' ... >:I: ~ -... s;-~ ... ... "' >:I: Ex. R!W 4 >-- s eS ,., ~ -d N') .. cc >:I: " -... >:I: I I I I I ::t' le'. °' cc o;; °' .. ".:, 5 s w so r'.!2 so ... .,.. t'.:2 t'.:2 SCALE: /"=40' ENGINEER OF WORK MICHAEL L. BENESH, RCE 31893 REG. EXPIRES 315/IJ)ff O 7 ~ DATE >--"' c::, d ~ ... ".:, I I [ r-·-- ~ i \ 8 \ 9 I · i I '~ I I I I . I c::, s· ~ f :2 "'I °'s°' w \ w d -..:!_: hi ":i: .,__\ C1', Cl\ r--..._ Q;) "' .___ e:, ::::::: a 'O 1---'-0 h. lq .,, -.J -.JI~ al -;.. I'.'::) ... Kl ~ --J --J !:'o! ... !:'o! g, 1i2 ~ st ✓\ a: ~ Cle lb( ...: ) ~ ~ -<( 'O i-"" • • ng1neer1ng E /0 s w ;5; --+: .:':: -- \IJ , l, m Q §: c::, U") ,--: -d <::, N "-i ~ 1 I I I I I s I I°' ,~ ·- '( ) "' ?!?) ~ 0 ! i'· ~ ~ Prefessional Civil Engineers and Land Survryors 600 South Andreasen Drive, Suite E, Escondido, CA 92029 Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pacbell.net II /NIT/Al EIIGJNffR OF WORK /0+00 EXIST. 24" WATER EXIST, /8" RECL. WATER SIGHT DISTANCE CORRIDOR: SIGHT DISTANCE EXTENDS NORTHERLY 330' I INJT!AL REVISION DESCRIPTION OmER N'PROVAL CENTER LINE DA TA No. DELTA/BEARING RADIUS LENGTH REMARKS I N 86 '58 '31' W 69Z.35 CL TRITON STREET z N 0/036 '53" W CL FUTURf STRffT CURB DATA No. DELTA/BEARING RADIUS LENGTH REMARKS I N 86 '58 '37' W 411. 10' 6" TYPE 'G' C 8 G z !9'40'00'' 63.00' 21. 6Z' 6' TYPE 'G' C 8 G 3 Z4 '/1'30" 57.00' 24.11' 6" TYPE 'G' C 8 G 4 N 41'58'31" W 11.56 6' AC TYPE "A' DIKE 5 N 86058 31" W 388. /3 6" AC TYPE 't1" DIKE □ SEWER 8 WATER C.L. DATA No. DELTA/BEARING RADIUS LENGTH REMARKS I N 86'58'31' W 261.85' S-4, CMWD S-5 2 N 86'58'31" W Z94, 09' S-4, CMWD S-5 -,· Lj N Lll 05&"~1"\tl -28,UI' e·pvc. ? N 8(/'58' 3T'J,/ ~/iZ.19 " " I• -~--A GRAPH/ C SCALE 40 0 /60 ~---I CITY APPRCIAL ( IN FEET) I INCH = 40 FT. "AS-BU!L T" -::l:BENE:1£ 1/1«>/63 R. C.E. J789J, REG. EXP. 3131 ~ ~ f REYIEWEO BY: ~4U~-1,,,/,z I szr I City of Carlsbad ENGINEERlNG DEPl<RTMENI I s~~ I IMf'IIOVE~E/IT PLANS FOR: BLACK RAIL RIDGE SUBDIVISION TRITON STREET ffl/OVED: LLOYD 8. HUBBS (I Y &< V rra. ~~ .•, CITY E11GJNEER aBsfferRi:i.6,,, 1213112005 DRaW/1 Br:~~-- CHECKEO BY: ,'fl"IJr.'---- REVIEWED Br,! PROJEcr No, CT 03-IJ ----------- D11AWING NO. 422-8 053105 .1::1,, 0 .,, .... .1::1,, ' ---•--·• ' ' 3~0,--tc:~ ' ' ' .. ---. ' -... ' . - ' --+-·- ' ' ' --•--·· ' 38+00 ( \ \ \ --·Vv-· , \ l ' I , , , I ---+---•---• ---+---•- 39+00 ' ' ' -• ~Inn.: BENCHMARK: DESCRIPTION: OC-0,/9 DISC SET IN WEST END OF SOUTH HEADWALL OF 24" RCP LOCATIQN: 0,4 MILE EAST OF INTfRSfCTION OF LA COSTA AVE. AND SAXONY ROAD. RECORDS fR0/1: COUNTY OF SAN DIEGO, DEPT. OF PUBLIC WO,RKS: REPORT SV0/06-0/,10//5/85 ELEVATION: 13.81 DA TUM: M. S.l. ---------- ' - - -. - - ' ' ' - - -+ - ' ' ' 1 , , , , I , I ---•---•---•---•-------•---•---•---+---' ' ' ' ' ' ' I I I I ,---a .. --•---• ---• ---+ •.. 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' ' ' ' ---' ' ---•---+--' ' ' ---,---+---' THREE WORKING DAYS BEFORE YOU DIG DESCRIPTION: OC-0/79 DISC SET IN WEST ENO Of SOUTH HEADWALL OF 24' RCP ENGINEER OF WORK CAU7JO./IJ: REM:MB£R THAT Tl£ USA CENTER NOT!flf:S OILY TJIOSE /JTL/TES BE1DNG!NG TO THE CENTER. TIEJIE CDlLJJ BE OTH:R /JTIUTES PflESF'...NT AT Tl£ WORK SIT£. THE CENTER !iU INFORM YOU OF WHOM THEY m'..l NOTFY. LOCATION: 0.4 MILE EAST Of INTERSECTION Of LA COSTA AVE. AND SAXONY ROAD. RECOR/JS FROM: C0/1"1TY OF SAN DIEGO, DEPT, Of PUBLIC WORKS: REPORT SV0106-0l,IOl/5/85 ELEVATION: /J.87 DATUM: M.S.L. MICHAEL L. BENESH, RCE 37893 REG. EXPIRES JI 3//!)5 0 7 - - -' ' ' ' -. - ' -•---' ' ' --,.---,---,---' ' ' ' ' ' ' ' ---,-.. - ' ' ' :,.. ~--c:::.:~--..J ; ~;i.J.J : I ' r--.....:, :;e:-,----.----------~ : C'\.J: --....:; ' ' ' i"'":I, ' '.4.t, .. -.... .....:: ' ' ' ' ' t -- -+ - ' ' . ' ' ------~----+--·•---•---•- ' I I I ' - -' --- ' ' ' ' - - - t - ____ _, ___ .,_..,. 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MANHOLE BASE EXIST, SEWER MANHOLE NOTES: /. BACKFILL AND C0/1PACT SPACE AROIJ., ~ DROP CONNECTIQN WITH 3 SACK SAND-CE/IE VT SLURRY. 2. ALL DROP PIPING SHALL BE PVC AND THE SAME DIAMETER AS CONNECTING PIPE. PROPOSED 8" SEWER /1AiN 8' PVC TEE PROP, 8" PVC SCWfR FLOW CONST. DROP STRUCTURE PER CITY STD. S-2 CONCRETE SUPPORT BLOCK POURED AGAINST IJND/STURBEIJ SOIL DATE INITIAL PLAN VIEW Nor TO SCALE EXIST. 8" SEWER MAIN 310.85 /E \\ 280.04 FS SHELF 279 04 IE Ex. MANHOLE :j;;·;H-----H X. 8" PVC OUTLET PIPE {(._ f (!!1Itls1c "'' fLOW_,-(2 78. 64) IE SECTION Nor TO SCALE DROP MANHOLE DETAIL Nor TO SCALE DATE IMTJAL GRAPHIC SCALE 80 J ( IN FEET) / INCH = 40 FT. "As-BUil r· 4 -t? 1/1,/4_~ M(CHHL L. BENESH D, TE RiC,f J789J, REG. EXP. JIJIY,0 I S6T / City of Carlsbad ENG/liEERING DEPARTME~T IMPROVEMENT PLANS FOR: BLACK RAIL RIOGE SUBOIVISIOV SEWER MAIN IN POINSETTIA LANE APP//OVEO: LLOYD 8. HUBBS 6 y XP. 12/Jl/2005 DRAWN BY: PROJcCT No. DRAWING No. Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pachell.net ENGINEER OF WORK REVISION OESCRJf'TI0N OTHER APPROVtl CirY APPROV,L CriECAED BY-: -cu,=-- RH!tWE0 8Y:• CT 03-13 422-8 053105 0- 0 "T1 .... ~ ' .. - -+ - - ' ' ' f - - -i - ' ' ' ---•---•--' ' ---+---•·---' ' ' ' t - - -+ ' ---+---+- ' ' ' ' ' ' ' -•--•·•---<--· ' ' ' ' ' ' ' ' ---+---·---+ ' ' ' - -' -. 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' ' --+---+-- /2 2 • + --- ' ' -· -+--- ' ' ---+-- ' 5+48, 71 CURB INLET TYPE''B,/' nr---r-i.- W=/4' ENGINEER OF WORK \ I I I I ITR!TON STREET ~ ~ s. 1-::-----/...J_--"":, EE SHEET 4 /6+00 7,---~ ~ 15)0 / J Engineering T>refessional Civil Engineers and Land Survryors 600 South Andreasen Drive, Suite E, Escondido, CA 92029 Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pacbell.net ----------------·. ·------- \ ;J 4 01~, ---,----~--,---,---,-----,-----,~--,----,-~.,--- ' ' 0 ' ' I ' -•-·-~---!··-•---~---~-·-:-·-•-- . ' - ' ' ' ' ' --+---+---•--·•-----•---+---•--·+ ' ' ' ' ' ' ---,---+---+---•--·•---•· --+-· ·,+· ' ---• -' ' ' ' ' ,---,---•---+----,---+-- ' ' ' I 1 , I I -·-• ----,---, --., ---•-□ STORM DRAIN C.L. DATA No. DELTA/BEARING RADIUS LENGTH REMARKS ' ' I 10'05 '29" 1389. 00' 244. 64' 18" RCP, D-2000 --+-.. ·•·····-- ' ' ' 2 50•16'25" 45.~o· 23.1s· ' ---... ---t-··J---,- ' ' ' ' ' ' ' ' , ' ' -+---+---+ ' ' ' ' 3 N 86'54 'II' W 1/2.34' : · : ·; · · 1---4-=c-f-'.-1-'9-, 3'--4 -c,43-=-,.,----+--:4-;:5_-:::oo;;;,-t--1;;:5_-;39;;;,,-----;~--7 ---•---+····+---+-·· -·-•-·-+--•-··•--·•-- ' --•---+---•- ' ' 5 N 16'28'55" W 34.66' L .. : .. -.... -: ... i ... ; . -. 1---6'----l-'-'N-"7'--3"'0 3:..:/ '0':':5c:-" E-::--t-------ii----2;;;/,--:c/2:::-, -,-----;;-------, . -' ' ' - -+-. -+ - ' ' ' ' ' ' ' .. + - -... - ' ' ' ' ' I t I i ' --,-------•-··•---•·--+--- ' ' ,. ' ' I J < ' ~ ~ -J 30· .;_. --'-----,~---,--t-t, ~-:--: ·--;--:-, ~-:--7t---;---;-, 1 I 1 1 I : I I ' I ' l ___ : ___ ; ___ ;_ I I I I I .-,.. -•;•••+••••<•••i••-~-•-,•••+-••-t- •:•••~•-•:••-~---; I O I O , : I .L -~ ___ ; .. _! __ ;_ ... : .. --~- : : I I ' ' I I I I I I O l I O I I --•---·>· ·•···· ---•-·-+""·+-----•--· +---•----··-•---+---•--·•---•- ' ' ' ' I : ' - - - + -. '. ~:-325: 1 I I I I t I I ---•---•---•---<-- ' ' ---+---+-- ' ' ' .. - • - - - + .. ' - - -' ' ' ' - -. ' ' ---•-' -. - - ' ' ' ' -•--' ' ' . ' ' ' ' -+---•---~-··•--· ' ' ' ' ' ' l I ' ' ' --•---+- : t ' ' •---,----·--•-·-----• ' ' ' ' ' ' ' I : ' I I I < ' -,---~---1---+-··t····---t··-·---+---:---:-- : .,'-----·-•---+,---➔--,---!-. --•-·-----•---•---+---•---•--· o I I ' J ' ' . ' - - - ' ' ' ' -. -.. ' < I j I ' --+---•--·+--·•---·····-·•-·---·-•· l , ' ' ' ' ' ------------:-------------,---1-,,---~---:-------,,-,:--;:--,-1 . -!---+---! .... !---····· : ...... ; _____ .!. _; ___ !.--!.--! I I l O : J ! I t O f I I I ···•·••-t -•---···•-·-•---+---•---+---;---;-~-- ' ' ' . - -+ -' - - + -' ' ' ---•---4---+- ' ' ' I I I I ·•---•-·· +--·•---··•--··--·•·-· -+---,---+·--•- ' ' ' ' ,. ' ' ' ' ' ' ' ' ' - -. - ' ' ,. ' ' --+---+---•-------~----+---+--' .. ' ·-•·---·---+··--•-·-•·--<- ' I I I I ' ' ' -. - - ' ' ' ' DArE ' ' ' - - -. - -' ' ' ' ' -•-·-•--•-' <!. -11,5' -II' ' ' - - -. ' - -' - - ' • + - - ' ' ' - - t -' ' ' ····•···-+·--•---' ' , , • o I : I ' I I ' 0 I I ,--·--<--~--'---'---+------+-.,-~-~---; --;-----;--·-:----~ -·--:·---+-- : : : ' : : ' : : I ' +---~---•--~---:---•--·•-·-•··· ' ' ' ' ' -. -+ -- - EXIST, NED/AN CURB PROTECT OR REPLACE ' ' ' +---·-··+- ' VRPOSED STORM DRAIN ' ' ' ' ' ' .. ' ' ' ' ' ' ' ' I < I O I ,_ < . -,. -. -; -' - ' ' ' ' I I I , t I ·• ___ ,. ___ ~· ·-+---• ---< - -. ' ' ' ' ' ' ' ' ' j_ : - ' ' ' - - -+ - ' ' I 1 i I I < -••+ ---·•---+•--• .. -I i I I ~--~-.. ~----· SECTION A Nor TO SCALE INITIAL DATE /N/fiAL DATE 1 14°49•32• 45.~o· it.63' GRAPHIC SCALE 40 0 40 ~ l, ( IN FEET) / INCH = 40 FT. "AS-BUILT" ~- M1CH/JEL L. BENESH R.C.E. 37893, REG. EXP. 313/·y:0 REVIEWED 8 Y.' INSe~ I SHlT I City of Carlsbad ENGINEERING DEPARTMENT IMPf/OVENENT PL,t,/S FOR: BLACK RAIL RIDGE SUBDIVISION STORM DRAIN AP111DVEO: LLOYO 8 HUBBS ~/' dr& ,-fit2 ~-A CITY ENGiNEE%7 25889/?E xi(/2/3//2005 ,INITIAL PROJECT No. DRAMMi No. [NG/NEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROV~L CT 03-13 422-8 053105 I 00 GENERAL NOTES RECYCLED WATER NOTES Ale WORK SHALL BE DONE iN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S 'CARl SBAD RFCL.AMATION RUI FS AND RFGUL .AT IONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" DATED OCTOBER, 1993 ?. ALL PURLIC FACII ITIES SUCH AS COMFORT STATIONS, DRlfsKING FOUNTAlf,S, ETC., SH/Ile BE PROTECTED FROM SPRAY BY RECYCLED WIITER. 3, NO PONDING, RUt\-OF, OR OV[R-SrR,\Y IS PER:"IITTED. 4. HOSE BIBS ARE SfRICILY PROHIBITt:D. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCcD WATER LINES AND POTABLE WATER LINcS IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WIF10UT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICrAL WAT[R DISTRICT. 7. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARcS3AD MUNICIPAL WATER D1STRICT S RULES AND REGULt,T•ONS. 8. THE IRRIGATION SYSTEMS SHALL RUN m, IWfEN IHF HOURS Of 10:00 P.M. ANIJ 6:00 A.M. THE FOL.LOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A ~IFFERENT TIME) W;TH QUALIFIED SUPERVISION PERSOcJNE. ON SITE. 9. PROVIDE A MIMMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. PRIVATE LOTS SH/ILL BE PROTECTED rROM CONTACT FROM RCCYCLEO WATER, WIETHER BY WINDBLOWN SPRAY OR BY O:RECT APPLIC.4TION, THROUGH IRRIGATiO'\ OR OTHER APPROVFD USE. I AC~ OF PROTFCTl0N, WHFTHFR BY DFSIGN, CONSTRUCTION PRACTICF CR SYSTEM OPERATIO~. IS STRICTLY PROHIBITFD. II. CONTRACTOR SHf,LL ADJUST HEADS TO PREVENT SVER-SPRAYING 0~ ALL SIDEWALKS, SIREl=l, AND PRIVATE LOTS. 12. QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPcE KEY PcR CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. lj, METERS SHALL BL SIZEO BY !Ht C' IY Or CARLSBAD MUNICIPAL WA-!cR DISTRICT. 14. AL. IRRIGAT:ON PIPE SrlALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID WITH WARN,NG TAPE PER THE CITY or CARLSBAD MUNICIPAL WATER DISTRICT'S RULcS AND REGULA,IONS. 15. Ale POTABLE WATER AND 'lECYCLED WATER PIP!NG SHALc BE INSTALLED WITH THE STE~CILING ORIENTED TOWARD THE TOP OF THE TRENCr. 16. WHEN A POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED UNE SHALL BE INSTALLED WITHIN A PROTECTIVE SL::EVE. THE SLE"VE SHALL EXTEND 10 FEET FROM EAC~ SIDE, FROM THE CcNTER Ll•~E OF POTABLE LINE, i'OR A TOTAL OF 20 FEET. 17. A 10 rOOT HORILONIAL SEPARATION 8c!WcEN POTABLE WA,.=R AND RtCVCLED WA:tR MAINS MUST Rf MAINTAINFD AT AU TIM>S. TriF POATARLF 1.!NF MUST BF INSTAI.LFJ ABOVE THE RECYCLED LINE. 18. THE REQUIRED CROSS-CONNECTiCN SHUTDOWN TEST SHALL BE DONE BY THE C/\RLSBfD MUNICIPIIL WATER DIS~RICT AI\D THE SAN DIEGO COUNTY DEPARTMENT OF eNVIRONMENTAL HEALTH. 19. THE REOL;!RED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR TriE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT /IL HEAL TH. COPIES OF INS?ECTION REPORTS WILL BE FORWARDED -,o l He NON-INSP::C rlNG PARTY. 20. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SriALL CONFORM TO ~HE FOLLOWING, A. QUICK-COUPLING VALVES SHALL BE I INCH NOMINAL SIZE NELSON #7645, WITH BRASS CONST~UCTION AND t. NORMAL WORKING PRESSURE 0" 150 P.S.L OR RA NBIRD #44 NP. B. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHACL BE OPERA-,ED ONLY w,~H A SPECIAL COUPLER KEY WITH A,N ACME THREAD FOR OPENING AND CLOSING THE VALVE. C, THE COVER SH/ILL BE PcRM/\NENTLY I\TT,~CHED TQ T~E QUICK-COUPLING VALVES, IT SHALL f3E PURPLE: RU8BER OR VINYL. D. cOCK'~G COVERS ARE REQUi~ED. 21 AN ANNUAi_ CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATFR DIS,RICT OR SAN DIFGO COUNTY DEPARTMFNT OF HFALTH SFRVICES COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. ZZ. DEVELOPER SHALL SHOW THE LOCI\TION Of R.C. SIGNS "DO NOT DRINK" ON THESE P\ ANS. 23. AN ON-SITE US::R/SUPERVISOR SHALL BE DESIGNATED IN WRITING. TrliS INDIVIDUAL SI-I/\LL BE F AMILl1\R WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE 8/.-SIC CONCtPTS Or BACKFLOWICROSS-CONNECIION PROTECTION, AND IHE SfEClrlC RFQUIRFMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUN"Y DEPARTMENT OF HEALTH SERVICES AND CARLSBAD '1UNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT -~CH~R~l~S~V~A~U~G~H~A~N ____ AT 619-280-5777 OR ArTER HOURS CONTACT _________ AT ______ _ SIIOW ALL PUBLIC & PRIVATE POTAGLE WATER MAINS ON IMPROVEMENT PLAN$, C. .~DJUS~ SPRAY HEADS TO EL!MINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL or TIIE CUSTOMER. FOR EXAMPLE. POOL DECKS, PRIVATE PATIOS AND ~01 S, AND STREETS AND SIDEWALKS. D. MONITOR AND MAINTAIN THE SYSTEM TO Ml~IMIZE EOU!PMENT AND MATERIAL "AILURE. BROKEN SPRIN,LER IIEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD 3E REPAIRED /\S SOON AS THEY BECOME APP.ARENT. F. THF LANDSCAPE CONTRACTOR IS RESPONSl9LF FOR EDUCATING FACH FMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST GE INFOlMED TH/1T WATER IS FOR IIRRIG/\TIO~ PCRPOSES ONLY /IND :SNOT ,\PPROVED FOR DRINKING OR rOR H.AND AND IOOL WAShlNG, clC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO 1\NY PRIVA7 [ ON-SITE FI\CILITIES, SUCII CH/INGES MUST BE SUBMITTEJ TO, AND APPROVCD BY, THE DISTRICT ENGiNEERING 01FIC[ /IND DESIGNED IN ACCORJANC2 WITH DISTRICI Sf ANDARDS. I. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS, A. TAGS SHALL BE WEATHERPROOF PLAST 1C, 3' X 4", PURPLE IN COLOR, WITH THE WORDS 'WARNING RECYCLED WATER DO NOT DR:NK" IMPRINTED ON ONE SIDE, AND 'AVISO -AGUA IMPURA-NO TOMAR' :MPRINTED o,, Tl :E OTIIER SIDE. IMPRINTING SIIALL BE PERMANENT AND BLACK IN COLOR. USE T /\GS AS M/\NUF /\CTURED BY T. CHRISTY ENTERPPRISED OR APPROVED EQUAL. R ONr !AG SHAI L Hf: A' IACHHIJ 10 HACH VAi VH AS FOLLOWS, ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC T:FWRAP OR 2. ATTACH TO SOLENOID WIRE D1RECTLY OR WITH PLASTIC TIE WRAP OR 3. ATTACl1 TO VALVE COVER WiTH EX:STING VALVE COVER BOLT. 2. ALL SPRINI\LcR ~EAIJS SHAL_L BE lllENIIHED AS RECYCLED WATER SPRINKLER ~EADS. 2. EACH AUTOMATIC CONTROcLER AND ITS ASSOC:ATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING TH[ WORDS 'RECYCLED WATER USED FOR IRRIGATION" IN El,GLISH ANO SPANISH, Wl'H BLACK LEI 1 ERS I' HIGH ON A. PURPLE BACKGROUND, JHE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEFN BY ANY OPFRATIONS PERSONNEL UTILIZiNG ThE EQUIPMENT. INSPECTION PROCEDURES I. CITY CONS'RUCTION INSPECT!ON SHALc INCLUDE, A. LOCATION OF PIPE L !NFS. B, TRENCH DEPTH. C. REOU!R[D S[PAR/ffiQN (HOR!ZONT,ALLY A.ND VERT!C.AL~ Y). D. PIPE :DEN7 IF!CATION. E. POINTS-OF-CONNECTION (POC'S) F, cOCATION AND IDENTIFCATION OF SPRINKLER HEADS. G. WA,NING SIGNS M IHE Sl'C AND '1N IHI: !RUCKS HAULING RtCYCLl:D WA!cR (IF RECYCLED WATER IS USFD FOR CONSTRUCTION). AN APPROVAL OF LETTER REGARDING THE INSPECTION OF Tl !E PROJECT SHA.LL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO Hi[ COUNTY HEAL TH DEP.ARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. D!STRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TEST, AFER COMPLETION OF THE SPRINKLER SYSTEM, TO DFTfRMINE THF ADEQUACY OF COVfRAGF ON THF AFPROVFD IJSF AREA AND PROTECTION OF A9f.AS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WARNING SIGNS AND LABELS. C. QUICK COUPl.l\JG VAl VfS. D. ALL ASPECTS OF THE IRRIGATION CONDIT!ONS INCLLDlllG WINDBLOWN SPRAY, RUNOFF, AND PONDING. E, REQU1RED PROTECTION OF /,LL RESIDENTIOAL ARE/;S. F. REQlJiRED FROTECi ION OF WELL, STRcAMS, RESERVOIRS, E>C. G. CROSS CONNECTION. 3. ANNcAL NSPECTION SH/ILL INCLUDE, A COMP, ETF INSPECTION WHICH SHOULD COVER PART A, PART B AND PART G OF THE DISTRICT FINAi. INSPECTION. RC:VISIONS MUST BE I\PPROV:D 8Y PUBLIC HCfLTI I ENGINEER, ,\SSIST f.NT PLANNING DIRECTOR, 8. DISTRICT ENGINEER PRIOR TO IMPLEMENTATION 'N FIEL). I' BLACK LETTERS BLACK LOGO---+-----~.,...-..... PURPLE BACKGROUND ----4-.,,.,,, 12' X 36' SIZE WARN!NG RECYCLED WATER DO NOT DRINK ..-+-.-2' BLACK LETTERS SHEET INDEX SHEET TITLE TITLE SHEET PLANTING PLAN PLANTING DETAILS IRRIGATION PLAN IRRIGATION LEGEND AND IRRIGATION DETAILS IRRIGATION LEGEND AND IRRIGATION DETAILS IRRIGATION SPECIFICATIONS SHT. 1 2 3 4 5 6 7 NO. lO CX) C\I C\I I a: MEDIAN LANDSCAPE IRRIGATION SHOWN ON THESE PLANS I I l .• ---""-~--cc-CCO' w--------------------------------- .... -·. _ "=~-=-"-:-=-=-====;===;=ii::;::=i==---======~{===========~=~{=~{============~it~E~i==~~§~~i=~=====Jy~" _ ., -------====~===~{:}}}}3:=::~::}=:=:;==~"=--"-,-_-=== ::::::::::::~::::::::::::::::::::::::::::::::::::::{::~{}~{:~::}::~::~::~=-=:::~::~::~::~::~::~::~::~::~::~{::~::~::~::~~::~= =~ ~ -----------------------------------------------------------------------------=== ---_:-_:-_-·_-__ -:::=:=:=i:=-:===~==~-=-===-=-: ;:;.~:;;~§~ ==t~= -------i:il:------------- TRITON WAY DIAGRAM SHOWING RECYCLED VS. POTABLE 8 V E L IRRIGATION □ JO Steve Hutter -:-B+: 'lli= JI;- : ?' . ITEMS NOS. 8, :9, & 23 SHALL BE REQUIRED J~ST PRIO~ TO THE ACTUAL USE OF RECYCLED WI\TER. ITEM ,NO. 22 Tl IE SIGNAGE Pu\N SI I/ILL BE PART OF THIS 1.P. BU7 THE AC-UAL SIGNS & r AGS WILL BE INSTALLED JuS [ PRIOR TO ACTUAL USE Of R.C. WATER. .0!6 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS RECYCLED WATER -------t------j IRRIGATION W/POTABLE WATER IRRIGATION W/RECYCLED WATER Landscape Architects 2725 Collier Avenue San Diego, Ca 92116 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN AD~ACENT AREAS IRRIGATED WITH RcCYCLED WA l ER AND PO I ABLE WATER. SEPARARTION SHALL BE PROVIDED BY DiSTANCF, CONCRETE MOW STRIPS OR OTHER APPROVEJ ME 7 HODS. SIGNA(iE NOTES THE FOLLOWING GllDELINES FOR THE USE OF RECYCLED WATER ARE , 0 BE PERMANENTLY rosTED INSIDE TH~ DOOR OF [ACH CONTROLLER WHERE TH[Y ~RE EASILY VISIBLE. PLACE ON 8-1/2" X :I' SIZED S!GN, COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. i, GUIDELINES FOR RECYCLED W1\TER uSE A. IRRIGATE BFTWEFN THI' HOURS OF 10:00 P.M. AND 6:00 A.'1. ONLY. WATfRING OUTS'DE THIS TIME FRAME MUST BE DONE MANUALL y WITH QUALIFIED SUPERVISORY PERSONNEL ON-S'TE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTCNDED DURING USE OUTSIDE Tc1E NORMAL SCHEDULE, B. IRRIGATE !N /1 MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE AP~LICAT!O~ RATE SHALL NOT EXCEED THE INFILTRATIO\ R,\TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBL.E WITH THE LOWEST SOIi. INFILTRAT:ON RATE PRESENT. TYIS PROCEDURE MAY Bf FAC!LITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING TrE REPE.~T FUNCT:ON TO BRC.~K UP TrE TOTAL IRRIGATION TIME INTO CYCLES le.A I WILL PROMOTE MAXIMUM SOIL ABSORPTION). VICINITY MAP NOT TO SCALE PACIFIC OCEAN CITY OF tNC!NITAS NO SCALE WASH HANDS AFTER CONTACTING LAVES[ LAS MA OS DESPUES DE USAR I" BLACK LETTERS Rt:CYCU:D WA ltR DO NOT DRI\JK In Order to Conaerve Water .• RECYCLED DO NOT DRINK WATER II USE NO TOME EL AGUA WASH HANDS AFTER CONT ACTING. LAVESE LAS MANOS DESPUES DE USAR 18" X 18' SIZE .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS -------------------- o~cLARATION OF RESPONSIBLE CHARGE: , HEREBY DECLARE THAT I AM FIE LICENSED LANDSCAPE ARCHITECT OF WORK fOR THIS P~OJ[CT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF HIE PROJECT AS DEFINED IN SECTION 6730 OF THE BUSINESS AND PROFESSIO~S CODE, AND IHAf !HE DESIGN IS CONSISTtNl WIH CURREN! SIANDARDS. ! UNDERSTAND THAT THF CrFCK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN D!EGO COUNTY DEPARTMENT OF ENVIRONMENT."-HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCH'TECT OF WORK, OF MY RESPONSIBILITIES FOR PROJEC" DESIGN. STEVE HUTTER LANDSCAPE ARCHITECTS FIRM ~~-f.W.b½ D:t. [O I U,1$" STEVEH\JTER DATE STEVE HUTTER LANDSCAPE ARCHITECT 2725 COLLIER AVENUE SAN DIEGO, CA 92116 ADDRESS CALIF. L,\NDSC/\PE ARCHITECT NO. 3392 L1CENSED THROUGH 3-30-05 UCENSE NO. B EXPIRATION DATE PHONE NO: (619) 283-4421 PHONE THFSE PI.A~S HAVE BEfN PREPARED IN SUBSTANTIAL CONFGWANCE WITH THE APeROI/FD cANDSCAPE CONCEPT PLAN AND WATER CONSERVATION PLAN, AND All CONDITIONS OF APPROVAL REAL TED TO LANDSCAPING. ?/?6/05 i"1LB ADDED SHTS. 8-14 MEDIAN LANDSCAP/1/G DATE /NJT,'Al.. ENGINEER OF WORK REVISION DESCRIPTION Tel: (619) 283-4421 Fax: (877) 717-7946 FMAJLL\NllARCH@MlNDSPRING.COl! COUNTY OF S~N DIEGO DfPARTMENT OF fNVfFi'ONM£NTAl HEAL TH LAND AND WATER QI.JAL/TY DIVISION ~-z: GLENN Lff!<S ENVIRONMENTAL H[Al TH SPECiAUST DATE INITIAL DA TE /N!T/Al.. OTHER APPROVAL CiTY AWROVAL "AS-BUILT" JI 1>0/0'1 STEVEN HUTTEN RLA#3392 REG. EXP. 3/31/07 DATE · POINTSETTIA LANE MEDIAN C:T 03-13 APPROVED: LLOYD 8. HUBBS r7Y ~{fg9-'fl(~ --~-.. '5(;:r,(6:5 - DRAWN Br: (HtCKED BY: ,,) ~ -- REVIEWED BY: \l PROJLCT No. CT 0J-13 DRAw;NG .NO. 4Z2-B PLOTTED ~/34!)~ ' 121305 &TAMPED CONRETE FAYING TO NOTE, FOi'? CON5Tl'<UCTION JOINTe 61:TWEEN POUi'!!'> IN5TALL DOIJ.EL5 AT 36' ON CENTER (MIN. /2) FER JOINT! ..,----CONCRETE PAYING, SEE PLAN FOR FINIS!-! ,----\/4' TOOLED ,U.Dlu& ALL EDGE5 ,,..----EXPAN510N JOINT • LOCATE MAX. 2/Z>' O.C. CARLSBAD LANDSCAPE MANUAL NO TES MATCH COLOR + PATTEF<N OF EXISTING AYIARA PARKWAY HARD&cAPE ,,,.----NO. 3 &TEEL Dou.EL I&' OC. AT EXPANSION JOINT AND COLD JOINTS DA-3.4 MEPIAN CONCfiETE PA•3.4•3 PRIOR TO IN5TAU.ATION, A lillFI' Xffl eGlJ.df<E &AMFI.E eMALL eE f'CIRP AT TIE JOe 6fl'E. TIIIS 6.6l1f'LE &MALL eE AFfflOYED f3'T' TME Cl1Y PRIOR TO IN&T AU.ATION a TME t1!Dl,6t,I ~ 1/2' EXPA'-l&ION JT EXl&TIN6 INSTALLED CURB& PER ENGINEER'& FLA'-!& / AT 6ACK OF ALL CUR6& I • VARIES ---F---a-1-----VARIES -----1-1 6X6-IIZ>/112) llllNJ &'WIDE OR GREATEf< CENTERED IN CONCRETE &LA6 • DISCONTINUE AT EXPANSION JOINTS 1/2' T AF< II-IPREGNA TED FEI.. T EXPAN&ION JOINT MATERIAL EXTENDS Tl-lROUGl-l cONCRETE PA-3.4-3 CG'HCR:11: 61-!ALL eE A t1INMJ1 CF 560-G•32Sf> 111111-1 6X6•1"11f> 1IELPEP Wlt.E 1'E6H ~- -SLOPE 2% MIN SLOPE 2% M/N--.- JOINT LOCATION J 4'CLASS 115U6-6A&E COMPACT FER 601L ENGINEEf<'5 RECOMMENDATIONS PA-~ SOIL CDl'PACTia-1 PA-3.&•I l'INISI-IGFIAPE SIIAI.L eE 2 IN. eEl.CIW TIE ~ su,;fACE a 'flE HEPIAN. PA-3.&-2 601L eMALL eE l!UITAaLE f'aR PLANT GlllOUJtJ.I AW F!<EE CF IIAAM'I.II. ae&TANCE& OR PELE1Efi9al& MA 11:fit!AL&. ('9&% COMPACTION) SECTION ST AMPED CONCRETE Ac &EE SECTION T!-1;;,oLIG,I-I &TAMPED CONC. ASOYE . . . ' 160 PIT WHE & GAL EXPANSION JOINT AT Ill' (T'T'f') , --····:;.·"A:;;.~;; .·,.,.,.,., ... . 32 SHRUBS AT EACH EIACK OF ALL CURBS (w}.!!.'5(;;-i\\ 'C:3/'Ii:YE{,iliigf ,til '2 a>-=,!;<,;\1 • ' ,-T J A PUNTER BED "'""""-'"'"' --•'' '' ::•~ • ' ,e"',,v;:;,fS!'''': ,..« ., L0C,\TI0N OF "DO NOT DRINK" PA I/ING TO MATCH EXISTING ;I 1111 'll "lt4 IV!'flH1 If HARDSCAPE f'Dw4E'TTIA.. t.,11.te POIN SE ,Y''° ,,r ~ ~ < h ·•• ~ ,• • -•<'>''Y"'"•'p ,,,-,••" S-' ·-·u;.:j)}i)~\ :f >:\('.~ PLANT LIST 60T ANICAL NAME . ·,· ., ' PLANTING NOTES I. ALL 1!:> GAL. AND/OR 24" 6OX TREES TO 6E STAKED FER DETAIL 6, Tl-HS Sl-!EET. 2. PLANTING INSTALLATION Sl-!ALL 6E IN CONJ=O~ANCE UJITH THE LATEST STANDARDS OF THE CITY OF CARLSBAD. 3. CONTRACTOR SHALL COMPLETE A WEED ERADICATION FRO<:IRAM LUITH THE USE OF 'ROUND-UP' HERBICIDE PRIOR TO INSTALLATION OF ANY IRRIGATION AND PLANTING. ANY MISCELLANEOUS WEEDS, TRASl-l AND DEBRIS SI-I.ALL BE REMOvED FROM THE SITE PRIOR TO ST ART ING Tl-IE INSTALLATION. 4. CONTRACTOR SI-I.ALL INST ALL BARK MULCH TYFICALL Y IN ALL SHRUB BEDS AND UNDER ALL TREES AND SHRUBS. 5. CONTRACTOR Sl-!ALL FINIS!-! GRADE AUJAY FROM BUILDINGS, UJALLS, ETC. FOR FOSITlvE DRAINAGE TO NATURAL DRAINAGE PATTERN OR TO ACTUAL DRAIN LOCATIONS FER CIVIL ENGINEER'S FLAN. CONTRACTOR SHALL ACCEPT ROUGH GRADE l/li:2?TH OF A FOOT FLUS OR MINUS OF EXISTING, GRADE TYPICALLY. 1. 8. &YMBOL AB6Fi?EV. CGl'1MON NAME MAG MAJ MAGoNO!..IA Ci,, 'MAJE&TIC 81:AUTT' I :JI &ol.lTMER.i l""l'AGNOL!A i4Yelltlt:> ® PIT Wl-lE PITTOSPOl<UM T. 'Wl-lEELERI' I.Lll4ecLER'& 01.IJ.Al'iF TOB-JM HORTICUL TUR.AL SOIL TEST REQUIREMENTS -CONTRACTOR TO SUBMIT A HORTICULTURAL SOIL TEST OF EXISTING SITE SOIL (FOUR SAMPLES MINIMUM) TO A QUALIFIED AGRICUL TUR.AL SOIL LA60RATORY AND IT SHALL INCLUDE A SOIL FERTILITY AND AGRICULTURAL SUITA61LITY ANALYSIS UJITH PRE-FL.ANT AND POST-PLANTING RECOMMENDATIONS. COST OF THIS TESTING SI-I.ALL BE A FART OF THE CONTRACTOR'S BASE BID PRICE. SPECIFICATIONS Tl-I.AT ARE A FART OF THESE DRAWINGS ARE FOR BIDDING PURPOSES ONLY AND ADJUSTMENT OF BID BASED UPON SOIL ANAL YSl5 RECOMMENDATIONS Sl-!ALL BE SUBMITTED TO THE OWNER FOR APPROVAL. THE RE5UL TS OF THIS TESTING SHALL 6E THE 6A51S FROM UJI-IICH THE SITE SOIL 15 AMENDED. THE LANDSCAPE CONTRACTOR SI-IALL APPLY A 3" DEPTI-I OF 'LUALK-ON BARK' TO ALL PLANTING AREAS AS A MULCl·HNC:i MATERIAL (TYPICAL ALL AREA& RECEIVING G.C. TI-IAT ARE 4,1 GRADIENT OR FLATTER). SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO DELIVERY TO SITE. QTY 4 ~ (1,z.i· SIZE 24' 6ox & GAL □ DWG 422-8 Steve Hutter Landscape Architects 2725 Collier Avenue San Diego, Ca 92116 Tel: (619) 283-4421 Fax: (877) 717-7946 El!Alli L\NDARGl@MlNDSPRING.COM STEVEN HUTTER RLA#JJ9? REG. EXP. 5/Jl/07 I lb. CONTRACTOR Sl-!ALL INSTALL PRE-EMERGENT 1-!ER!SICIDE (TREFLAN OR APPROVED EQUAL> IN ALL SHRUB 6EDS FER MANUFACTURER'S RECOMMENDATIONS AT THE COMPLETION OF Tl-!E MAINTENANCE PERIOD UNLESS OTl-!ERUJISE INSTRUCTED 6Y THE OWNER OR LANDSCAPE ARCHITECT. I sM9£ET I c·t f c 1 b d IU7 1-----+--+--------------->----+--+---+---t l y c::WfERJNG oe0~"!:eNTS a ~ 1-----+--+--------------->----+--+---+----i NORTH 0 20 40 60 I I I I SCALE IN FEET SCALE: 1" : 20'-0" ENGWER OF WORK REVISION DESCRIPTION DA TE fNmAL 0!H[R APPROVAL PlANTl,'VG PLANS FOR: POINTSETTIA LANE MEDIAN Cl OJ-/J iJRtWNBY: C.4£.CXED BY: :C.v/,,_ . REViEWED BY: _ . "· " PR'JJECT No_ CT 03-/3 DRAWWG No. 422-8. PLOTTED 'il/:31Z'/12'!, 121305 • PLAN NOTE, r-----SOIL PREPPED Ai'<EA TO 6E PLANTED 7--+--EQUILATERAL TRIANG.LE (TYF.) EDGE OF FAYING, CUREI, 6LDG. Of,? FIXED IMFJ'i?OVEMENT ROOT6ALL DIAMETER 2x ROOT6ALL DIAMETER TOP OF !'<OOT6ALL I' A60VE FINISH GRADE I' MULCl-l AROUND ROOT6ALL DO NOT MULC!-1 AF<Ol.lND S!-IRUS STEM FORM 6A51N UJITl-l 3' CONTINUOU6 RIM, NON-TU!ii!F AREA& ONLY MULC!-1 -SEE SPECS FINISH G!F<ADE SOIL 6ACKFILL MIX, WATER AND TAMP TO REMOVE Ali-? POCKETS PLANT T Ae&, eEE PLANT NOTES MOUND SLIGl-lTL Y AND COMPACT A . SHRUB PLANTING NOT TO 8N:1P • h' DIA. PERFORATED FIFE, 2 FER Tl'<EE FILLED UJITl-l 1/4' CfllUSHED ~VEL, eueeLER OR DRIP IN FIFE (SEE IRRIGATION DETAIL) NOTE, PLANT SO T!-IAT TOP OF ROOT 6ALL IS 1' A60VE FINISHED GRADE. TREE TIES, CINCl-l TIE AS MANUFACTURED BY Y.I.T. CO. OR AFF1'?0VED EQUAL -LOCATE TIES AT LOWEST LEVEL AT UJl-llCH TREE CAN 6E SUPPORTED .,,,,---TRIM STAKES 2' ABOVE TREE TIE ,,----2' x IIZ'' LODGEPOLE FINE TREE STAKES AT fi?OOTBALL EDGE DFillVEN FIRMLY (MIN. 3'-IZ'') INTO SUSGRADE PRIOR TO 6ACKFILLING ,.----2' 6Ar<K OVER ROOT6ALL (NON-TU!i<F AREAS) I SEE SPECIFICATION& ~--FINISl-lED G!RADE ROOT6ALL DIAMETEJ'i? 2X ROOT6ALL DIAMETER ._.'---CONCRETE WALK, CUfi?6 AND/OR GUTTER i-----3' WATERING eASIN, NON-TUI'<!' AREAS ONLY ---.__ PLANT TABS, SEE SPECS SOIL BACKFILL MIX, WATER 4 TAMP TO REMOVE AIR POCKETS SEE GROUNDCOVER LEGEND <ON PLANTING FLAN) FOR SPECIES .TREE PLANTING C GROUNDCOVER SPACING SCALE, N.T.5. □ B ,NOT TO 8CALE • Steve Hutter Landscape Architects 2725 Collier Avenue San Diego, Ca 92116 Tel: (619) 283-4421 Fax : (877) 717-7946 Fl,l \IL Llu~llARCH@.\flNDSPRING.COM STEVEN HUTTER RLA#3392 REG. Ex/'. 3/Ji/07 REVIEWED BY: I----J-----+-------------+---+--1---+-----f I siO I City EN~!u;G£~~frsba d I l~,s I :::====--================:..::::===: t-::-7/2-:-_~---,I0,:-5 --t---:11,-::'_8-t,,,--A-DD-fD_S_'/t_TS-. 8-1-4 -,-'IE-DIAN-L-AN-D' -,-SC-:4P_1N_G------t-----t-----it----t-------l DATE l.'V!T!AL DATE INITl4l DATE INITIAL ENGlliEER OF WORK REVISION DESCRIPTION OTHER APPRCJIAL C!TY APf'ROVfll PLANTING DE:AILS FOR: POINTSETTIA LANE MEDIAN CT 03-/J APPROVED: LLOYD a. Husss or ~~~~ DRAWN BY: CHECKED BY:-~ REVIEWED BY: _-,,M PRMCI No. CT 03-IJ DRAWING NO. 121305 □ LOCATION OF "DO NOT DRINK" SIGN DWG 422-8 • --•"~•~=•'•"'"" •-¼, -•• ,~- ! I 11 11 RECLAIMED WATER LINE -11 11 11 11 11 11 ,!>If~ \t-1 c~ , .· >,,::'.:;". ;·~Jll~ fJ!:1-,-t• LANE :: \\ \\P\\Jv\!;~l~:f~~~~~~:::~~;~I~~~ 2)-~4LATERALS .__~,..__,~ ~aces "lr\ o ::x::;ES71 1.,1 (:t'(f) C 2) -ILA TERALS ?)SLEEVE ,,,>-" ,.,, ~--~ _. _.;,;-~.:!'!-.. ,::,.i ... :."'.'.,;'::(.:,,:.~•., ·c:,::\••,.,. / 243 1\\ . ------::;-::;:;;:-::;-:::.:,"':::.,,.:,.,,,:. -::;=::·-·· /iiJ,._;==, 111 --k--,. f;tx.·FiJ """,,,,,,, ,-..-.:!'!--., ,,;,":.<:,;,;_;;"'<'':''<'''•' ·• ... · , (2)-!"LATERALS/ A~ \ \ '£ I MAINLINE ~~,,,.,.,,,,.,.>·'"'' ryn, r--'""=-. -· ,, ,,,-. · '··"·'' '•,." ,, , .,.,.,,,,, .. " -,c-:::, I I \ 1 2· SLEEVE ~""''"'""'"""" ""'" ,, . -,..... ... · . •. ii'>>fr' ,, · ,,._ ·~, · ";.::.i'.< ,: 3• SLEEVE a:::: i . I,\;\ "'-.\ _ ,v.,,.,,,.,,,,, .... ,,. ·.:.:.:, •u;::·~--' •""' ' ' '' ,', '' ' ' " s i;;.. ,,,A" \t -"'""~ -?"". ----;; }. ~\ ~~ 'i(\)i: ,.,,,>"•"""" ' ,,, ... ,,,,,. ~, ?'-":r ' \ ~ , .. ,%'"" ,, PLAN CJ 10 ----1:.iH; ::~\.~ :/~ -~ ::_~::-. \~-~::):··;? .<_\~-~-~-_::·.-~/_ '.. ~ ... . ~' . : ;,, . .. . -..... 14 BARRETT ENGINEERED PUMPS PO BOX 13130, 1695 NATIONAL AVE. SNA DIEGO CA 92113 (619l 232-7867 (619 232-3029 FAX www. orrettpump.com PUMP ENCLOSURE (SEE SIZE BELOW) ELEVATION 1. CLOSE-COUPLED CEtiTRIFUGAL PUMP, CAST IRON BRONZE FITTED. • 0 I") 2. NEMA 4X SIMPLEX CONTROL PANEL FOR AUTOMATIC OPERATON. 3. BRONZE 1 / 4 TURN BALL VAL\/E. 4. BRONZE NON-ADJUSTABLE FLOW SWITCH. 5. 2 INCH TYPE "L • COPPER. 6. BRONZE UNION ADAPTER • 7. PRESSURE GAUGE, LIQUID DAMPENED. 8. BRONZE DISC SlYLE CHECK VALVE. ESTA3USH PONT OF CON~ECTION FOR RECi.AIMF) IRR'GATiON OFF OF IRRIGATION METER PER C!VJL ENG. DWGS. CONNECT COVJNSTREAM Of MANIFOLD, WHICH CONSISTS OF: I" COPPER WATE~ SER\'ICE I" METfR I" RCDUC[D PRESSLl<L oACKFLOW "R[VLN[cR APPROXIMATE ELEV,\TION AT METER HYORAUUC GRADF L NF WORK 'NG PRESSU~;: SYSTEM DES!SN PRESSURE PrnK, IRRIGATION )[MAND I For Manufacturer Info + Booster Pump See llelail A 364,C 35 PSI 30 "'SI PRESSURE LOSS CALCULATIONS· Max. Demand Valve M1 -24.3 GPM 1. Pressure loss 1hru 1" meter 2. Pressure loss 1hru 1 • master valve 3, Pressure loss 1hru 1" backflow preventer 4. Pressure loss 1hru 1" gate valve 5, Pressure loss 1hru 1-112" mainline 6. Pressure loss 1hru 1" control valve T olal pressure loss Pressure requ,ed for sprinkler operation Toial pressure required Available staiic pressure@elevaioo 364.0' Re~dual pressure Pressure Boost ( 28.0 + 10.0 ps0 I Landscape Contractor to verify pressure on-~te 3.5PSI 4.0PSI 10.0 PSI 4.0PSI 6.0PSI 5.SPSI 33.0 PSI 30.0 PSI 63.0PSI 35.0 PSI -28,0PSI 38.0PSI IRRIGATION METER FOR MEDIANS ltJ Booster Pump+ Master Valve CONTROLLER FOR RECLAIMED IRRIGATION, CAL SENSE ETi-8-RITTPiSSE, PEDESTAL MOLNTED. INST.i\LL IN R.0.W. RRIGATIGN CONJ RAC '"OR ro P'IOVIL'E F!NAL GROIJ~DEJ HOOi<.-UP FROM ELECTRIC '1ETERISERVICE 9. MARINE GRADE ALUMINUM ENCLOSURE, HINGED TOP. 10. STRUCTURAi. ALUMINUM BASEPLATE. 11. CAST IRON ELASTOMER LINED LUG STYLE BUTTERFLY VAL\/E. 12. CAST IRON BRONZE FITTED DIAPHRAGM ACTUATED PRESSURE BY REGULATING VALVE. "AS-BUILT" srEVENf::&~ 11 I ~0 IO b Steve Hutter Landscape Architects 2725 Collier Avenue San Diego, Ca 92116 Tel: (619) 283-4421 Fax : (877) 717-7946 EM,\lli L\i\/D.I.RCH@MINDSPRJNG.COM PUMP ENCLOSURE 13. BRASS PIPE, DOUBLE WRAPPED WITH PVC PIPE TAPE. 14. BRASS 90 DEGREE ELBOW. 15. PVC SCHEDULE 80 MALE ADAPTER,, 16. CONCRETE THRUST BLOCKS -1 CUBIC FEET MINIMUM. 17. 4 • INCH THICK CONCRETE PAD, ASTM C-94 ACI STD. 318-63 MIX, 2500 PSI RATED. 18. MAIN POWER CONDUIT. 19. IRRIGATION CONTROLLER SIGNAL CONDUIT. A BOOSTER PUMP SCALE• N.T.S. NORTH BARRETT ENGINEERED PUMPS 0 I SCALE IN FEET SCALE= 1' 20'-0" RLA#3392 Rt5. EX/'. 3/31107 REVIEWED BY, v-Lt?~ iNSPECTOR I.RRJGJ!.T10N PLANS fo,q_, POINTSETTIA LANE MEDIAN CT 0J-13 APPRCVEO: LLOYD B HUBBS dY i------j-----j-,r---------------1-----t----i---r----1 ~~~~··-·· 7126/05 MLB ADDED SHTS 8·/4 -MEDIAN LANDSCAPING DATE INlTiAt DATF !NJTiA!. ENGINEER OF WCRK REVISION DESCRIPTION OTHER APPROVAL D4TF INITlAL CITY APPROVAL DRAWN BY: CHECKED BY; ,..L~ ·-·- REVIEWED BY; PROJECT No. CT 03-13 DRAWING No, 422-8,, I \ 121305 IRRIGATION NOTES I. LAND5CAPE CONTRACTOR TO VERIFY LOCATION OF WATER METER/SERVICE AND INSTALL BACl<fLOW PREVENTION DEVICE DEVICE IN 5HRU6 BED AFTER 06TAINING APPROVAL FROM CITY INSPECTOR FOR PROPOSED LOCATION. 2. IRRIGATION SYSTEM 15 SHOWN DIAGRAMHATICALL Y. LOCATE ALL PRE55URE-51DE EQUIPMENT W/IN PLANTING AREAS, AND WITHIN LOT METES AND BOUNDS (NOT IN STREET RO.W.J uROUF PARALLEL FIFE IN SINGLE TRENCHES IIJHERE F055IBLE. 3. ADJUST ALL HEADS FOR EVEN COVERAGE AND TO AVOID OVERTJ.4ROIIJ ONTO EALL5, WALK£>, t BLDG. CONTRACTOR 15 RE5FON51BLE TO INSURE 100% COVERAGE WITH 10% OVEF<LAF. 4. INSTALLATION OF IRRIGATION EQUIPMENT 51-iALL MEET OR EXCEED TJ.41: MINIMUM STANDARDS OF TJ.41: CITY OF CARLSBAD. S. BACKFLU&H ALL LINES PRIOR TO J.4EAD/6UBBLER INSTALLATION. BACl<flLL TO BE FREE OF DEBRIS• ~KS LA~ THAN 2". 6. CONTRACTOR 15 RE5FON5IBLE FOR INSTALLING CJ.41:CK VALVES WJ.4ERE NECESSARY TO PREVENT EROSION CAUSED 6Y LINE DRAINAGE. 1. ANY 5U65TITUTION MUST 6E APPROVED 6Y Tl-!E CITY OF CARLSBAD PLANNING DEPT. 8. IRR. SY&TEM HAS 6EEN DE&IGNED 6A&ED ON STATIC PRES&URE READING OF 11(2) PSI (FOTAeLE WATER) AND~& PSI !RECYCLED MAIN) -VERIFY FRE&SURE PRIOR TO ORDERING OF MATERIALS OR 6EGINNING TRENC!-4ING. ~ CONTRACTOF! TO INCLUDE S0 EXTRA SF'RAY J.4EADS (INCLUDING INSTALLATION) IN 6ID TO COVER UNANTICIPATED FIELD CONDITIONS. 11Zl. CONNECT CONTROLLERS FER MANUFACTURER'& INSTRUCTION& TO 110V. AC ELECTRICAL &E!l<VICE PROVIDED 6Y OTHERS. IRRIGATION CONTROL WIRE TO 6E LOCATED 6ELOW MAINLINE. TAPE 4 6UNDLE e 10' O.C. LOCATE WIRE IN CHASE PIPE UNDER FAYING. CONTRACTOR 15 RE&FON&IBLE FOF< LAYING ALL CHASE FIFE PRIOR TO CONSTRUCTION UNDEI-< WALKS, ETC. SLEEVE& TO 6E TWICE THE DIAMETER OF !RR. FIFE A5 SHOWN ON FLAN. 11. CONTRACTOR TO INSTALL ALL CONTROL WIRE UNDER PAVING, WALLS 4 OTHER IMPROVEMENT& IN 5CH 41Zl PVC SLEEVES. 12. CONTRACTOR TO PROVIDE GUARANTEE& NOFiir1AL TO THE TRADE OF ONE YEAR FOR ALL FARTS AND INSTALLATION. SPECIAL ON SITE NON-POTABLE WATER NOTES I. IHI' INSTALLATION fOR !Hr: IRRIGATICN WAli:R SYSfi:M SHALL CON<CRM ,o !HI:: REGULA! IONS cOR TIIE CONSTRUCTlot, OF IRRIGATION WATER SYSTEMS WITHIN TH[ CITY or CARLSBAD AND THE ACCOM- PANYING PLANS AND SPECIFICATIONS. 2. ALL ON-SITE CONSTANT PRESSURE RECYCLED AND POTABLE WATER MAIN LINE PIPING INSTALLED ON THIS PROJE:Cl SHALL Be ,rn,NT!H'D IN ACCORDANCI' WI IH THE Cl IY OF CARL.S8AO RlGULATIONS AND THE IRRIGATIONS SPEC:FICATIONS. 3. ALL PIPES INSTALLED ABOVE OR BELOW THE GROUND THAT ARE DESIGNED TO CAR~Y RECYCLED WATER SHALL BE COLORED PURPLE OR DISTINCTIVELY WRAPPCD WITH PuRPL[ TAPE. 4. MARKING ON THE PURPLE COLORED PVC PIP[ SHALL INCLUDE THE roL~OWlt\G: CAUTION RECYCLED WATER. NOM:NAL PIPE SIZE. PVC-II20. PRESSURE RATING IN POUN'.JS PER SQUARE INCH AT 73 DEGREES. ASTM DESIGNA7 I0NS SUCH AS 1785, 2241, 267?, 3139. PRINTING SHAL' BE PLACED CONTINUOUSLY Qt, TWO SIDES OF TdE PIPE. 5. ALL RECYCLED WA7 ~R SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIF!CA-ION TAGS. A. TAGS SHALL BE WEA7 HERPROOF PLASTIC. 3" X !,". PURPLE IN COLOR WITH THE WORDS "WARNING - RECYCLED WATER -DO NOT DR:NK' IMPRiNTfll ON ONF SIDF, AND 'AVISA -AGUA IMPURA NO TOM1\R' ON THE OTHER SIDE. IMPRINTING SHALL 8E PERMANENT ,\ND BLACK IN COLOR. USE TAGS AS MANUrACTURtD BY I. CHRIS'Y tNlcRPRISl::S OR APPROVl::D ,'QU4L. B. ONE TAG SH1\LL BE ATT /1CHED 7 0 EACH VALVE AS FOLLOWS: A. ACTACH TO VPJ.VE STEM DIRECTLY OR WITH PLAST:C TiE-WRAP. OR B. ATTACH TO SOLENOID WIRE DIRECTLY OR W',H PLASTiC TIE-WRAP. 6. WARNING TAPE SPALi RE USCO ON A .. L CONSTANT PRESSURt MAIN LINE: PIPING CARRYING P01A8LE WAltR. 7. WARNING TAPE S-IALL BE MINIMUM OF 3 INCHES W!Dc /\ND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF A:_L CONST.AN' PRESSURE MAIN LINE PIPING. THE TAPE SHPJ.L BE ATTACHED TO THE TOP OF THE PIPE WIT" PLASTIC TAPE BANDED AROUND T~E WARNING TAPE AND THE PIPE EVERY F'VE FEET ON CENTER. FINI51-l G!'!ADE I MULCl-1 WALK&, CURS&, ETC. NOTE, -CON~OF< 61-!AJ..l. IN&T Al.I. RAINell'<D &AM VAi.VE& C TORO J.4I-FLOW 51-iUT•Off DEVICE& ON Al.I.. I-IEAD& IN &TIOEET l"~HT•OF•WAY -IN&TAI..I.. &Fl'IINKI.EI" I-IEADll 12' ~ 5IDEWALK&, CIJFle&, &1"1JCTIJJ'!E&, AND PAVEMENT 0 POP-UP SPRINKLER W / .E ~WING JOINT SCALE• N. T .S. !llAINSWITCH MOUNTED ON lllDEa OF CONTROl.l..EaR IN MANUFACTURl:R'S rr-t-7-.,_ ____ FEDEllT Al.. MOUNT CONTF<OLLER IN VANDA!..-l"Elll$T ANT VANDAl.-ll!E5I1lT ANT MET Al. CABINET !!NCLOllU!llE __ _, I :c. 6' <TYF.J -- • FFWNT VIEW CONTFIOLI..El't FEDE&TAI.. -INllTAl.l. FER MANUFACTUll!ER'S IN5Ti'<UCTICNll CONCFsETE l3AllE FINleH C.!llADE /FLUSH WI CONC. l3AllE IN TUl'f', 2' EIELOUJ IN ~COVER) NOTES, ALL WI-lll-!ALI. EIE INSTALLED FER LOCAi. CODE Al.I. El..l:CTRICAI. CONNl:CTICNll TO eE MADEa WI DR1•5PLICE CONNl:CTO!<& 12!1:> VOLT AC 6!1:> HZ ELECT!lllC CONDUIT Fl':OM FOWER &o..lRCEa ;/-4' RIC.ID ewt:EF ELL CONDUIT FOR l"OUJE!ll !lOU!llCE 4' DIA FVC l.ON6 SIIEEF EaLI.. -.....__ Dlll!ECT BURIAi. UJlll!Ell TO VAL VE& 13UNDI.E AND T AFE 10' O.C. ® PEDESTAL MOUNT CONTROLLER F------scALE, N.T.8. ADJUST ANGLE OF SFRINKLE!ll FOi',! OPTIMUM COYEF<AasE ONSLOFell 12" FOR ROTOl<· TYPE 5FRINKLER .. _,. "..,/.,,.-. __ _ !:m,:,;rn' • .. _,. FIN11l4 C.!llADE NOTE, -CONTRACTO!ll ei-!ALL INSTALL ANTI-DRAIN VALYl:S, A5 REGlUIRED, TO FREYENT LOW HEAD PRAINAc.E -INSTALL SFRINl<.LER HEADS MINIMUM f,' FROM SIDEWALKS, Cl.lR65, 4 PAYSMENT -USE 3/4' FITTINGS AND l-?I51:~ Wl-lEN llPRINKl..ER INLET IS 314"• C GEAR-DRIVEN POP-UP SPRINKLER SCALE• N. T .S. NOTES, -FOR !ll!:CYCLED WATER USE FUFcl"LE LID ON ALL VAi.VE eoxES -GlUICK COUFLl:RS lll-!Al.L SE OF A TYFE AFFROVED F01'l !llECYCl.ED WATER UllE. 12' MAX ,,---QUICK COUPLER 9' DIA VALYE eox I' ASOYE FIN. Gsl-?ADE OF MIJLC!-1 ,,--FINIS!-! GRADE MULCH _____ RED 61-?ASS RISER ....----/2> STAINLESS STEEL STRAPS - 0-U,W-- CLAMP TOOL 'FA&T-LOCK' OR EQUAL _,.---NO. 4 RE6AFit STAKE,~• LENGTH ~-FVC PRE55URE LINE LOCATE 24' 6ELOW Gs!'<ADE rTYPICALJ ....._ ___ PVC ELL OR TEE "--------(2) RED 6RASS STREET ELLS ~----REP 6RA5& NIPPLES (3) ~----RED 6RASS STREET ELL ® ~~!~.~s. COUPLING VAL VE Fl.ASTIC VALVE BOX INSTAL I' AeO'-'I= F!Nllll4 c.!llADE FINle!-1 c.i"lADE 5Cl-t 5" FVC NIFFI.ES llCI-I 5" UNION 5Cl-lEOULE 5" FYC NIFFLEe llCI-I 40 PVC FEMALE ADAFTE (TT'FICAL) FVC MAINLINE FILTER FABRIC /T!llEVIAA FOL YEllTER OR AFFROVED 6l I:u, ------llU61llTUTE• COVER eox FIFE OFEN!Nc.ll • _J "' u --'1.-~½771 lm-------eALL VAi.YE <Ill?!! FE!ll Fl.AN) ·==1111-111-,. -:':I I r NOTEll, WIT X T CONNECTION FEA c.!llAYEL • & ' DEFTH llET BOX LEVEL ON 4 llT ANDAl'<P E!ll'<ICK llUl"POl'ITll -FOR l'!ECYCLED WATER USE F'LIRFLE LID ON AI..L VAi.YE 60XEll (!)PALL VALVE • :fCALE• N.T.S. NOTEll, -TAFE CONTROL Wl!llES TO MAINl.lNE IIZ>'O.C. -USE TEFLON TAFE ON Al.I. TREADED JOINTll FIL TE!ll FAeRIC (Tl'<l:Vl!llA FOL YESTER OR Al"f"tl/l.OYED EGlUAI.J • COYER 60X F'IFE OFENING.S TO f'l'i£VENT SOIL ENT!ll'!" FLOW FLASTIC VALVE eox (FOR !llECYCl.ED WATER USE AJ!litf1. LID ON ALL VALvl: BOXEil! 12' MIN. DlllTANCE TO FAVINC!I ,,--F1Nllll4 Gsl'IADE TO 6E I' ElELOUJ eox COVER FAYING Ol't llTl't!JCTUll!E ® AUTOMATIC CONTROL VALVE B-----scALE· N.T.S. 8. WARNING TAPE FOR THE CONSTANT PRESSURE POTABLE WATER PIPING SH.6.LL BE BLOE IN COLOR WITH THE WORDS "CAUTION BURIED WATERLINE BELOW" IMPRINTED IN MIMIMUM I-INCH HIGrl LETTERS, HLACK IRRIGATION LEGEND -SPRINKLERS --MEDIAN IN COLOR. IMPRINTING SHPJ.. BE CONTINUOUS AND PERMANENT. 9. ALL PRFSSURF 'IAIN !INF PIPING FROM THE RFCYCLFD WATFR SYSTEM SHALL RF INSTALi.ED TO MA,NT AIN 10 FEET MINIMU>1 HORIZONTAL SEPARATION FROM ALL POTABLE WATER P:P'NG. WHERE RECYCLED 4ND POTABLE WATER PRESSURE MAIN LINE PIPING CROSS, THE RECYCLED WATER PIPING SHALL BE :NSTALLED BELOW THE POTABLE WATER CROSSING IN A PURPLE COLORED PVC SLEEVE PER SLCCVE'S NOTES, WHICH EXTENDS A MIN. OF 10 FT. ON EITHER SIDE OF THE POTABLE WATER P!PING. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 12 INCHES. CONVENTIONAL (W~ITE) PVC PIPE MAY BE l/SED FOR SLEEV:NG MATERIAL IF IT IS TAPED WITH 3 INCH WIDE PURPLE WARNING TAPE WHICH READS CAUTION· RECYCLED WATE'<". 10. THE IRRIGATION SYSTEM HAS BEEN DES'GNED TO, AND MUST BE OPERATED B"-,TWEEN THE HOLRS OF :0:00 P.M. AND 6:00 A.M. UNLESS OTHERWISE CD!RECTED BY THE CMWD. I'. Afl,JlJST SPRINKrER HEAGS TO El IMINATc OVERSPRAY ONTO PDOi DECKS, PRIVATF PATIOS, STREFTS SIDEWALKS. E:C 12. PJ.L POP-UP TYPE SPRINKLER h~ADS INSTALL=D IN LAWN AREAS SHALL BE INSTALLED SO THE TOP OF THE SPRINKLER HEAD IS FLUSH WITH ADJACENT SIDE- WALK OR CURB. 13. 110/120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROL~ER LOCATION S:cAcL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOl'"ATIC CONTROi I FR. 14. IN ADDITION TO THE CONTROL WIRE SLEEVES AND PIPE SLEEVES SHOWN ON -rlE DRAWINGS, THE CON'RACTOR SHALL BE RESPONSIBLE FOR THE INSTALLAT!ON OF CONTROL w:RE AND PIPE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED ARi::AS. 15. INSTALL COP-UPS WIIN 10 FT. OF ALL PEDESTRIAN USE (PER CITY OF CARLSBAD) 16. INSTALL C~Ecr, VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. 17. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT IRR1GATION AREAS USING RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED RY DISTANCE, WALLS PER C:V'L CWGS., OR CONCRETE MOW STRIPS· SEE PLAN FOR, OCATION OF MOW STRIPS. 18. DRINKING WATER FOUNTAIN (NORTH SIDE OF REC. BLDG.) AND FJTURE EATING AREAS (IF ANY) SHALL BE PROTECTED AGAINST CONTACT W:TH RECYCLED WA7 ER SPRAY, MIST, OR RUN-OFF. 19. BEST M/\NAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TQ THE 3EST EXTENT POSSIBLE PONDING. RUN-OFF, OVERSPRAY, AND M:STING. 20. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINIILER IIEADS, VALVE BOXES, cTC.) Sfl/\LL BE COLOR-CODD PURPLE PER AWWA GUIDELINES AND SECTION 1:6815 OF THE CALIFOFiNIA HEAL TH AND S.AFETY CODE. ?I. EDUCATE ALL MAIN,FNANCF PERSONNFi ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUS, BE INFORMED THAT RECYCLED WATER IS MEANT FOR !RRIGATION PURPOSES ONLY, AND ;s NOT APPROVED cOR DRINKING PURPOSES, HAND WASH'NG. CLEANING OF TOOLS, [TC. 8:VE~ THE IIIGII TURNOVER RAT[ OF EMPcOY[[S IN THE L/\NDSC~PC INDUSTRY IT 1S IMPORT;\NT l~Af iHIS INFORMATION BE D,SSEMINATED ON AN Al.MOST DAi.Y BASIS. 5YM. MFFa. MODEL" DE5CRIFTION F51 GFM ARCRAD.DET AIL ~ F!AINelRD 1806-!;Q-6-PCS STREAM 6U66LER -QTR, PATTE!<N 30 0.4 S(Z) !;' E/S 0 1806-SH-6-F'C& STREAM 6Ul36LEF! -HALF. PATTE!<N 3(2) 0h IUI !;' E/& 0 1806-SF-6-F'C& STREAM 6U66LEF! -FULL PATTE!<N 30 1.2 360 !;' E/S I~ TRICKLE-FLOOD 6U66LER (FF!E5.-COMFENSATING) 30 IZ)E, - - . • ' / ALL RECYCLED WATER MAINLINES, LAT~RALS & SPRINK~[R HEADS SHAL. USE PURPLE COLOR-CODING INDICATING RECYCLED WATER GSE IN6TALL VALCON (OR AF'F'ROVED EQUAL) ANTI-DRAIN VALVE5 6ELOUJ HEAD TO F'Fi?EVENT LOW 1-lEAD DRAINAGE. CONTRACTOR TO SUFF'L 'T" RAINEIIRD FF!E66U!i!E-COMFENSATING SCF!EENS TO EQUALIZE FF!ESSURE • REDUCE RADIUS /.lh F!EQUIRED !ALL &FRAY J.4EAOS). □ Steve Hutter Landscape Architects 2725 Collier Avenue San Diego, Ca 92116 Tel: (619) 283-4421 Fax : (877) 717-7946 EMlllli LAWlARCH@M]NDSPRNi.COM "As-BUil r· ST~ RLtltJJ92 f/EG. ttP. J/J/10/ REV!E'IIED Bf': I s,2 I c·t f C 1 b d iUl ~--+---+-----------------+-----+----+---+----t l y E!?iNfERING f)E,•~~~Ts a ~ l----+---+-----------------+----+---+----t-----1 7126105 /1LB DA IE INfl !AL ENGINffR OF WORK ADDED SHTS. 8-14 -MEDIAN L.4NDSCAPING REVISION DESCRIPTION DATE INITIAL DATE IN!Tf4L OTHER APPROVAL Ctn Ar1¾'lW-1L IRRIGAlJON DEllilLS I Lt"GCND FOR: POINTSETTIA LANE MEDIAN CT 03-/3 /4PfROVED: LLOYD 8. HUBBS <f1 /r ~~~~fin:~~~ DRAWN Br CHECKED BY: .j,lt.,.. .. REVIEWED 8)~· _ ~--- fROJFCT NO. CT 03-13 DRt.WmG NO. 422-8,. PLOTTED ':J/3/i!J/IZ)S \ ' 121305 J~I Ii' 111111u11 r' 1111 lj 11 1 I llJJI I IJJJI I IJJJI I 11111 I i1 I mHm 11111 ~: I i111l I Ill Ill Ill Ill 111=111=111=111=11t::::111==111 Ill' ·•-1 •1-•'· • li=-- l'iECTCI..ED WATER IF<Fi!IC!JATION MAINLINE W/!'>LEEVE NOTES: ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES S+-IALL eE FURPLE AND LA6ELED AS SPECIFIED IN er AND ARD SPECIFICATIONS FOR PRIVATE IRRIGATION 5"r5TEM5', 'CARLS6AD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS', OCT06ER, 199.3 D SIDEWALK POT ABLE SERVICE LINE CROSSING SCALE• N.T.S. _r-Ml!Tel'i! eox WIMETEF< /I 24' l'iECTCLED WATER l~IGATION ---------' MAINLINE W/SLeeVe ll!l' MINIMUM TO POTA6Le MAINLINE IN STl'iEET NOTES: VERTICAL CLEARANCE OF 12' MINIMUM 15 MANDATOR-r UJHEN CROSSING PATl-l OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER iRRIGATiON MAINLINE 24' FROM FACE OF SIDEWALK WILL PROVIDE Tl-lE NECE55AR"r 1~' 1-lORIZONTAL CLEARANCE FRO!"! POTAL6E MAINLINE IN STREET. E POT ABLE MAINLINE CROSSING SCALE• N.T.S. AND WIRING IN PIPE PIPE CONDUIT THE SAME TRENCH RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE AT 10-FOOT INTERVALS. NOTES: ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN. WIRE W/0 CONDUIT PLAN VIEW TIE A 24-INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30" OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHED. BO PVC (UNDER VEH. PAVING) TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. (SCH 40 UNDER PED. PAVING) 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. 0 ~:;,.!ND WIRE TRENCHING PLANT MATERIAL ,--FINISH GRADE ,,.----ROTOR POP-UP SPRINKLER: RAIN BIRO T-BIRO MODEL T-12-C ,,.--PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) _,,---PVC SCH 40 ELL ,,.--PVC SCH 40 STREET ELL ---PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) r---==~:::::::=--=::-:Jur<~~P~V:_C ~S<CH 40 STREET ELL NOTE: 1. A SWING PIPE ASSEMBLY MAY BE USED 'MTH FIL0WS LESS THAN 4 GPM. 0 ~~~~ POP-UP SPRINKLER ;;~ l:111 :au -'!<---::c:!T~ -FLOW FLA&TIC YAI..VE BOX W/LOCKING LID I' ABOVE FINISH a.RADE FINISH a.RADE 6CH 1W PVC NIPPLE& 6CHWUNION SCHEDULE fJD PVC NIPPLES eel-I 44' PVC FEMALE ADAPTEI'< /TYPICAi.) PVC LATEF<AL LINE FIL TEI'< FA6F<IC /Tl'<EYll'<A POI.. TESTEI'< Of< APP!sOYED ----eue5TITUTE TO COVE!'< BOX FIFE OFENINGS ,~---------F'Fi!ESl!UFIE i'<EGULATOF< WIT X T CONNECTION --FEA Gfii!AYEL " s• DEPTH © PRESSURE REGULATOR c------SCALE• N.T.5. IRRIGATION LEGEND -EQUIPMENT + CONTROLS 5YM. MFGF. MODEL DESCRIPTION (Ml " " IRRIGATION HETER PER C.H.W.D. * " " POINT OF CONNECTION TO WATER SERVICE (Sch 41Z> for 1-1/2' + smaller) -RW-Fae Weelem (Class 31!? for 2' + larger) IRRIGATION MAINLINE (FIJRFLE "FOR RECYCLED WATE ~ ZURN/WILKINS S7S-XLU 2' DIA. REDUCED PRES. 6ACKFLOW PREVENTER ® HAMMOND 8!:i01 BRONZE BALL VALVE (LINE SIZE) s RAINBIRD !"'GA SERIES ELECTRIC CONTROL VALVE "SIZE PER PLAN PAC. WESTERN CL 200 FVC (CL 315 FOR v2't) IRRIGATION LATERALS " MIN. 12' DEEP(F'URPLEJ PEDESTAL MOUNTED IRRIGATION CONTROLLER :i-t CALSENSE ETl"8"R/TTPISSE POINT OF CONNECTION TO WATER SERVICE --PAC. WESTERN Under Vehicle Paving Shall be In PVC Sch 00 Sleeve w/ 30' cover <Matns,Wlrtng,Lal.5) -- (Sleevtn9J Under Pedestrian Pavtn9 Shall be in PVC Sch 40 Sleeve w/ 18' cover (Main&,Wiring) Under Pedestrian Pavin9 Shall be in PVC Sch 40 Sleeve w/ 12' cover (Laterals) [!] HUNTER AV6"100 I' DIA. ATMOSPHERIC VACUUM BREAKER @ RAINBIRD 44LRC I' DIA. QUICK COUPLING VALVE Cl) WCS RG-VR RAIN SI-IUT-OFF 5WITCI-I WNANDAL-RE51STANT KIT !MV! PES-13-PRS SERIES PRES."REGULATING MASTER CONTROL VALVE ALL RECYLCED WATER MAINLINES, LATERALS & SPRiNKLER HE./\DS SHALL USE PURPLE COLOR-CODING IND:CAT!NG RECYCLED WATER USc STATION NO. <~1-~~ TRIANC:!LE INDICATE5 RECYCLED WATER VALVE VALVE SIZE 6ALLON5 PER MIN. Steve Hutter Landscape Architects 2725 Collier Avenue San Diego, Ca 92116 ,5TEVEI'.' HlfiTER DETAIL CMWD DUJG,. "UJ4 CMWD DUJG,. 'I.U21Zl ~) A/6 CMWD DUJG,. 'IJJ"4 A/s e/S A/6 " Std. Dw9. "UJ4 A/6 - D/ 5 - e/S Tel: (619) 283-4421 RL.A#jJ92 REC, FXP. J/Jl/0/ Fax: (877) 717-7946 EllAIL LANDAROl@Mll\DSPRINGCOM 1-----t---t----------------+------+--t-----+----i I s;J I ~c_1_·t_Y __ E,o_.GIIIE_~_RJN_G c_lJFP_~_;,_E!_s_b_a_d~ !RRiGAT!ON DETAILS I lEGENO FOR.· POINTSETTIA LANE MEDIAN CT OJ-ij APPROVED: /LOY-? R. H/IE/8S eJ y- ~~ ~~ 7126105 Mf.!3 /4 SHEETS '2 ADDED SNTS. 814 MEDIAN LANDSCAPING DA TE INITIAL DA TE fNIT!AL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPl?OVAL DATE )NIT/AL DR4WN BY: CHEC.'(£0 BY: CITY APPROVAL REVIEWED BY: PROJECT No. CT 0J-13 DRAWING No, 422-8, PLOTTED ':!J/31!)/~ 121305 IRRIGAT ON SPEClr!CATICNS I SUMMAR\' THESE SPECIF:(AT:ONS COVER AUTOMATICALLY CONTROLLED IRRIGAT:DN SYSTEMS, INCLUDING ALL TRENCh'NG, BACKFILLING AND COM 0 ACTING; SI EFVFS, INST Al-'-ATION OF PIPE, VALVES, IRRIGATION HEADS, clTTINGS, AND AL.L OTHER APPURTEN#~CES; CONNECTIONS TO WATER SERVIC::S, IESTING; I1,STALLA TION OF CONTROi IERS, f: FCTRCAL CONNECCIONS AND 'Nl,ING; ADJlf!TMENT OF SYS"EMS1 NFCFSSARY ACCl'SS,)RIES AS SHOWN IHE DR;\WINGS AND SPECIFIC HEREIN. 2. REQUIREMENTS /\. ALL WORK AND MATERIALS SHALL Bl: IN ACCORDANCF-WIT-1 THF UNIFORM PLUMBING CODE PJBL!SHED BY IHI: Wl:S IERN PLUMBING OFFICIALS ASSCCIATIGN, ALL ST.\TE AND LOCAL CODES AND REGULATIONS. SHOULD THE CONSTRUCTION DOCUMENTS OR INSTRUCTIONS BE AT VARIANCE WIT,! THE /[ORCMENTIONED RULES AND REGULATIONS. NDT1FY THE CiTY INSPECTOR (760) 8:5-6708 ANO AW,\11 THEIR INS IRUCT ONS BEFORE PROCEEDING WITH THE WORK EFFECTED. R. MANUFACTURER'S DIRECTlm,s: MANUFACTURER'S DIRECTIONS AND DETAILED DRAWINGS ShAIL RE FOi, OWED IN ALL CASES WHERE THE MANUFACTURER OR ARTICLES USED IN THIS CONTRACT FURNISH D RECTIONS COVERING POINTS NOT SHOWN IN THE DRf,WINGS /\ND SPFCTICATIONS. C. MANJFACURER'S WARRANTIES: MANUrACTURER'S WARRANTIES SHAL NOT RELIEVE UMJILITIES UNDER GUAR,\NTcl:. IHI: CARLSEAD MUNICIPAL WATER DISTRICT MAY AT TH:S OPT ON, REQUIRE A MANUFACTURER'S WARRANTY ON ANY PRODUCT PROPOSED FOR USE. D. ALL WORK CALLcD FOR ON THc DRAWINGS sv NOH:S SHALL BE FURNISHED AND INS" tLLED WHETHER OR NOT SPEClf IC,\cLY MENTIONED IN THE SPECIF CATIONS. :,. PLAN A,. THE PLAN ·s D'AG'sAMMATIC. ALL IRRIGA:Im, EQUIPMENT IS TO 8[ LOCATED IN PL/IN'ING ,,RE,\S ,\ND Nm Ir, PAVED A"J:AS, UNLESS IND'CATED OTr!ERWISE ON HIE PLANS. RL'ER TO NCTES, DETAILS, AND LEGENDS TO VERIFY cOCATION OF IRRIGATION PQUIPMEfJT 8. THE l'l!ilGATION SYSTEMS SHALL INCLUDE ALL MATER:ALS AND THtR ;NSIAUATION TO PROVIDE A COMP,_ETE SYSTEM N ACCORDANC= w:IH PLANS AND SPECIFICATIONS. C. ALL PRESSURE LINES, NON-PRESSURE UNES, VALVES AND MISCELLANEOUS SPRlrlKLc'R HE,~DS Srlt.c.L BE MAl-<UFACTU~l:D, SUPPLIED AND INSTALLED IN STRICT ACCORDANCE WITH THE SPEC!FICATIONS DETAILED iN THE HEREIN MENTIONED IRRIGATON PLANS AND SPECl"ICATIONS, D. SUBSTITUF:JN OF MAffRIAI S Sl?FS OR MANUFACTURERS WILL NOT BE ALLOWED IJNIFSS THE OWNER'S REPRESENTATIVE & CITY INSPEUOR AGRE::f::: TO ANY PROPOSED Cr'.ANGFS !N WRl71NG. E. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS S!IOWN ON PLANS WHEN IT IS 08VIOUS IN IHE FIELD THAT CONDITIONS EXIST THM WERE NOT [VIDENT /IT THE Tl~E THESE PLANS WERE PR':PARED. ANY SUCH CONDITIONS SHAil BE BROUGHT TO ,flE ATTENTION OF Tl IE OWNERS AUTHORIZED REPRESENTATIVES PRIOR TO ANY WORK OR iliE IRRIGATION CONTRACTOR SHALL ASSuME ALL RESPONSIBUTY FOR ANY FiELO CHANGES DFEMFD NECESSARY BY I He OWNER'S RE0 RESENTATIVE. F. TIIE SYSTEM IS DESIGilED FOR THE MINIMUM O."ERATING PRESSURE Ki SHOWN AT THE POINT OF CONNECTION. ll'E MAXiMUM DEMAND OF GALLO'IS PER MINUTE IS AS SPEC!clED. TH:: IRRIGATION CONTRACTOR SHALL VERIFY '"HE 1W1~ILABLE WATER PRESSURE or, THE SITE PRIOR TO THE START OF INSTALLAT!ON. G. !HE ACTUAL LOCATION FOR THE 'NSTALIAT:QN OF THE BACKFLOW PREVENTER AND fHE A,FOMAT,C CCWROLI.FR IS TO BE DETERMINED IN THE 0 IELD 3Y THE CCMWD BACKfcOW SPECIALIST (760) 438-2722 EXT. 7152. H, !20 VOLT ELECTRICAL POWER SOURCE TO BE PROVICD BY OTHERS TC THE LOCATION FCR THE AUTOMATIC CONTROLLER. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CONNECTION TO EQUIPMENT. 4. SPACING OF SPRiNKLER HEADS SP/1CING OF EMITTERS AND SPRINKLER HEADS AND LOCA l IONS OF VALVES AND BACKELOW DEViCES SHALL BE AS INDICAIED ON I HE DRAWINGS WITH CONSIDERATION BEING GIVEN TO PREVAILING WIND CONDI: IONS. 5. QUANT IT ,ES IF QIIANTITIFS ARE LISTED ON THE IR?IGATION LEGEND, 'THEY ARE NOT GIJARANTEED AND ARE FOR CONTRACTOR'S CONVENIENCE ONLY. 6. MATER!At. .. S GcNU¾L: MA'ERIALS SHALL INCLUDE, BIIT NOT BF I IMITED TO "H" FOcLOWING ITEMS: AL_ PRESSURE SUPPLY LINES, NON-PRESSURE LINES, VARIOUS VA .. VES, EMITTERS, CONTROi.LtRS, 3ACKFLOW PREVENT:ON UNITS, QUICK courLERS, AND ALL TYPlS Of SPRINKLtR HEADS. ALL MATER:ALS AND EQUIPMENT SHALL SE NEW, OF DOMESTiC MANUFACTJRE AND CONFORM 'TO PER"ORMANCE STANDARDS AND/OR QA:A HERE'N, AND AS SHOWN IN LEGEND ON DRAWINGS, INST AU ED IN STRICT ACCORDANCE WITH CONSTRCX:TION DETAILS. 7. POTAB'-E WATER PIPING ALL PVC POTABLE WATER PIPING INSTALLED w:TH:N Tfc[ SAME PROJECT LIMITS AS THE PRIVATE RECYCLED WATER PIPING SIIALL 3E INSTALLED IN ACCORDANCE WITH -HE UNIFORM 0 LUM8:NG CODE AND AL_ OTHER LOCAL GOVERN•NG CODES, RIJ,FS AND REGULATIONS, THE PIPE SHALL BE CON,TINUOUScY AND PFRMANFNTcY MARKED WITH THE MANUFACTURER'S NAME OR IRAOEMARK, NOMINAL SIZF, AND SCi-lFDL!_F OR CASS INDICATING THE PRESSURE RMING. IN ADDITION, ALL PVC POTABLE WATER PIPING SHALL BE RLIIE OR SH,AI L BE WHITE WITH BLUE STENC:UNG APPEARING ON 5/8' LETTERS REPE,\ TED EVERY 12 INCHES, AND BLUE TAPE IDENTIFY'NG IT Ki A 0 0TABLE LINE ,AND STATING "CAIJT!Ofl, WATER I INE BURIED BELOW' IN M!N. I' HIGH LETTERS. 8. WARNING TAPE-R[CVCLED LINES THE PLASTIC WARNING TAPE SHALL DE PRE°,L\RED wnI SILVER PRINTING ON A PURPLE FIELD HAVING HE WO,DS, "CAUTION: RECYCLED WATER LINE BEI_OW". THE O\if.RAl.~ W!D"TH S:-!ALL BE 3 INCHES. WARNING (CAUilON) TAPE SHALi BE AS ~ANUFACTURED BY THOR ENTERPRISES INC., P.0, BOX 450, SUN PRAHII:, WISCONSIN, 53590, (□HONE: (608) 837 7197), WARNING T L\PES SH,\Lc B': iNST,ALLCD DIR':CTLY ON TOP OF THE PIPE LONGITUDINALLY AND SHALi RF CENTERfD .. He 'I/ARNING TAPE SHALL BE CONTINUOUS FOR THE ENTIRE LEGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTI-' GY PLASTiC TAPC BANDED AROUND THE PIPE WITH FASTENERS NO MORE ~HAT 5 FEET APART. TA0 !NG /\TT/\C7ED TO Tl-<C SECf!ONS or PIPE BErORI: LAYING IN ]HE I RENCH SHALL HAVE FLAPS SUFFIC:cNT FOR CONTINUOUS COVERASE, ALL RISERS BETWEEN THE MAlflLINE AND CONTROL VALVES SHAL1-BC INSTALLED WITH WARNING T1-\PE. A SECOND W/\RNtNG T.l\FE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED IZ INCHES ,\BCh/E RFCYCLED WATER :_!NE. 9. PLASTIC PIPES AND FITTINGS A. PVC PIFE (1; PRESSURE L!NE:: P!Ff SHALi RF SCH LO FOR 1-112' AND PRESSURE LINE Fl'llNGS SHALL Be ,YPE 1-1!, SCH'.::DULC 40, NSF APPROVED. (2) SI FFVFS UNDER VEHICULAR PAVING SHALL BE PVC SCH. 80, SLEEVFS IJNDFR PfDESTRIAN PAV NC SHALL GE PVC SCI! 40. MINIMUM SilE OF z• OR TWICE THE D,AMETER OF PIPt' BEING SLEEVCD. (3) LATERAL NON-PRl:SSURE PIPE SHALL BE PVC CLASS 200 TVPE 1120-1220. LATERAL LIM, FllrlNG SHALL BE TYPE 1-11, SCIEDULE 40, NSF APl'ROVlD. (4) ALL PLASTIC p:pE SHALL 3E CONTINIJOUSL Y AND PERMANENTLY MARKED WITH TrE FOLLOWING INFORMAT,ON: MANUFACTURER'S NAME, NOMINAc PIPE SIZE, PvC 1120 AND PRESSURE RATING IN PSI, (") M.ANUFACIURl:R SHALL MARK DAE OF EXTRUSION ON PIPE, DAl ING IO Bt PERFORMED iN CON~UNCTION WITH RECORDS HELD BY MANUFACTURER COVERING QUALi: Y CONTROi ESTS, RAW M/\TCRI/L 3ATCH NUMBER, AND OTHER iNFORMAT'ON DEEMED r,ECESSARY BY MANIJFP,CTURER. (c) AcL SOL VENT SrlAcL BE AS RECOMMEriDED BY THE MANUFACTURER OF PIPE FITTING AND AS APPflOVED. USE NO SCl'JENT FROM CANS WH,cr HAVE REM,AINED OPENED OVERNIGHT, 3. FITTINGS -POTABLE WATER SYSTEM (1) Pl ,ASTIC FITTING: PVC, TYPE I, IPS SCHEDULE 40, NSF APPROVED ON A:.L PRESSURE LlrJES AND SLEE'IES, (2) PVC, TYPt I, IPS SCHEDULE 40, NSF APPROVED ON ALL NON-PRESSURE clNES (3) COUPLINGS SHP.Lc BE MADE FROM EXTRUDED STOCK, REAMED WITH A TAPER. (4) ALL Pl_ASTIC FITT'flGS: A MOLDED FITTING. C. FVC PiPE -~CYCLED WATER ALL BCRIED PRIVATE PIPING IN :HE RELAIMED WATER SYSTEM SHALL BE: INS f ALLED WITH WARNING TAPE IDENTIFYING ,T t,,S RFCYCI ED WATER WITH THE 0 XCEPTION OF INTERMIFE'IT PRESSLRE LINES. STENCILED 0 IFE, ,\S SPcCIFIED BELOW, WILL BE ACCE:PTED :N CONJUCTION WlfH WARNING TAPE. (!) PRESSURE MAINLINE PIPING FOR SIZES 2" A\ID LARGER SHALL BE PVC CLASS 315, AND SHAi.l. BE PJRPLE. (,) p:p;c SHALi. BF ~ADE FROM AN NSF APPROVED TYPE I, GRADE I, PVC CCNPCUND CONFORM NG TO ASTM RESIN SPECIFICATIONS, 'DI/84". ALL PIPE MUST MEET REQUIRE- MENTS AS SET FORTH IN C"EDER/\L SPEC!F!C/\TIONS ::.S-22-70, WIFJ Ari APPROPRIATE STANDARD DIMENSION (S.D.R.) -(SOL',ENT v,EcD PIPE). (3) PRESSURE MAINLINE PIPING FOR SIZES I 1/2" AND SMALL=R ScALL BE PVC SCHEDCLE 40 WITH SOLVEW WELDED JOINTS, AND SHALL BL PURPLE. (4) Pl0 E SHAcL BE MADE FROM NSF APPROVED TYPE I, GRADE ', PVC COMPUND CONFORMING TO THE ASTM RESiN SPECIFICATIONS "DI785". ALL PIPE MUST MEET ROUIRE- MENTS AS SET FORIH IN FEDl'RAL SPcClflCATION PS-2I-70. (5) SOLVENT CEMENT AND PRIMER FOR PVC SOLVENT WELD PIPE AND FITTINGS SHALL BE OF TYPE AND INSTALLATION METHODS PRESCRIBED BY THE MAMFACTURPR (6) ALL PVC PIPE MUST BEAR THE FOLLOWING MARr,INGS. A ~ANUF ACTl!RER S NAME B. NOMINAL PIPE SIZP C. SCHEDULE OR CLASS D, PRESSURE RATlriG !N P.S.I. F. NSF (NAT'! SANITATION FOJNDATION) APPROVAL F. DA-E OF EXTRUSION (7) NON PRESSURE BURIED LATERAL LINE PIPING SHALc BF PVC CLASS 200 W!TH SOLVENT-WELD JOINTS. AND SHALL BE PURPLE. (8) PIPE SHAcL BE MADE rROM NSF APPROVED. TYPE I, GRADE 'I PVC corHJGND CONF0'1MING TO ,ISTM SPECIFIC.AT:ONS '01784' ALL PIPE MUST MEET REQUIREMENTS SET FORTH IN FEJERAL SPECIFICATION PS-?2-70 WITH AN APPROPRIATE SI ANDARD DIMENSION RATIO. (9) EXCEPI AS NOTED IN PARAGRAPHS I AND? 0° THIS SECTION ALL REQUIREMENIS fOR NON-PRESSURE LATERAL LINF PIPF AND FITTINGS SHALL BE THE SAMI: AS fOR SOi.VHH-WELD PRESSLRE MAINLINE PIPE AND F,TTINGS AS SET FORTH IN THIS SECTION Of THFSF SPFCIFICATIONS, (PRIMER NOT REQUIRED). D. f!TTINGS -RECYCLED WAER SYSTEM (I) PVC SOLVEHVELD FITTINGS SHAU_ BE SCHFDUI_F 40, !-2, IH NSF APPROVED CONFORMING TO ASTM TEST PROCEDURE 02466. (2) ALL f'l i iNGS SrlALc BEAR THF MANIIFACTiJRER'S NAME OR TRADEMARK, MAlERiAL DESIGNATION, SIZE, /\PPLCABLE I.P.S. SCHEDULE AND NSf SEAL OF APPROVAL. IC, GALVANIZED STEEL PIPE -NIA !I. COPPER P!PE --SHALL BE SEAM1.£SS, TYPE K, HARD DRf\WN Tl.BING. 12, STAN)ARD IRRIGATION COMPONErlTS A. Pi<ESSURE REGULA TOR: SH1\LL BE OF-TYPE AND MDDL AS INDICATED !N Ti'[ :_EGEND AND SHALL BE INSTALLED AS INDICATED ON DET A,ILED DRAWINGS. 8. REDUCED PRESSURE BACKFLOW DEVICES, RF PER MODEL AND TYPE AS INDICATED DN THE DRAW:NGS. 8ACKFLOW □REVENT10N DEVICES SHALL MEET ALL S':ATE AND LOCAL CODES, C. VALVE 30XES: (1) POTABLE WATER: ONE 0 IFCE PLASTIC WITrl COC<,ING GREEN Pl Asrc COVER MARK.ED WITH 'IRR,GATION", PROVIDE BR:CK SUP0 0RTS. ONE !INDER 0 ACH CORNER DE BOX, (2) RECYCLtJ WAIER: USE 10" X 10 1/4" ROUND BOX F:lR ALI BALL VALVES, CARSON :NDUSTRIPS #910-!?B WiTH PURPLE BOLT COVER OR ,APPROVED EQUAL. "XI ENS ION SLEEVE' SHAU BE PVC-6" M'~IMUM SIZE. LSE 9 1/2' X 16' X 11" RECTANGULAR GOX FOR ,~LL CLECCRIC1\L CONIROL VALVES, CARSON INDUSTRIES ILIZ9-I2B WITH PURPLE BOLT DOWN COVER OR APPROVED cOllAI , D. SPRINKI FR HF ADS: SHA...L BE OF TYPE AND MODEL AS INDICATED IN THF I FGEN~ AND SHALL BE 'NSTALLED AS INDICATrn ON DEiAILED DRAWll<GS, E. BALL VALVES 2" IN S:ZE ,AND S~/i_LER: SHALL BE BRONZE, SCREWED, 150 cBS. W,O.G., WITH ST.AINcESS STEEL LEVER FOR OPEPATION. EACH VALVE SHALL OE HOUSED IN A BOX AS NOTED ON PLANS. E. REMOTE CONTROL VA...VES AND AUIOMArlC CONfROLLER: SHALL BE PER MODEL ANO TYPE AS INDICATED ON THE DRAWiNGS. VALVES SHALL BE WIRED "0 CONTROLLE'l iN SAML NUMERICAL SEQUENCE AS INDICATED ON PLANS. G. QUICK COUPLING VALVES (I) POTABLE WATER -QLICK COUPLING VALVES usrn IN fOT1:\BLC: WATER SYSTEMS SHALL BE : 'NOMINAL SIZE - RA!NBIRD NO. 41.i--LRC (NOT AClvJE THREAD) ½':TH BRASS OR Yl:LLOW V'NYL COVERS. :2) RECYCLED WATER QL:CK COLIPL'NG \/ALVES USED IN RECYCI FD WA TFR SYS-EMS SHALL BE i" NOMINAL SIZE NELSON NO. 764b. VALVE SHALL BE OPERATcC WITH A, SPECl1\L COUPLER Kl:Y (ACME IHREAD) TO PREVENT UNAUThORIZED USE. LOCK 'NG COVERS ARE REQUIRED AND SH,ALL BE PE'lMANtNTL Y ATTACHED TO VALVE. COVERS SHALL BF PURPLE RU88FR OR VINYL 13. DIRECT BURIAL CONTROL WIRES A. ,ALL CONTROL WIRES SHALL BE SOc!D COPPER, 600 VOLT, TYPE UF, CONFORMING TO THE PROJEC, STANDARD SPECflCATIONS .t\.ND DR.AW!NGS, SPEC!A.L PROV!S!ONS, ,l\ND THE FOLLOWING WIRE COi ORS AND INSTAI_LAT'ON REQUIREMENTS. B. Nl:UIRAL WIRtS: WHITE (#12 AWG). DD NOT INTcRCONNECT NEUTRAL W!RtS BETWEEN CONTROLLERS. C. PILOT WIRES: (#11, AWG. MINIMUM) D. SPARE WIRES: RED (#IL ,\WG MINIMUM) E. WIRF' SIZING, CONTROi. WIRES SHALL BE SIZED IN ACCCR)ANCE WITH THE CONTROi i ER MANUFACTURER S SIZING CHART FOR THE DISTAl-<CE OF R!N. f. VALVE NO. I YEcLOW 2 ORANGE 3 BLUE 4 BLACK 5 BROWN 6 PURPI E 7 YELLOW W/BLACK STRIPE 8 ORANGE W/BLACK STRIPE 9 RED WIBLAC~ SIRIPc 10 WHITE WIRED STR!0 E I: YELLOW WIRED STRIPE 12 BLUE W/REu STR'PE 13 ORAl-<GE IV/RED STRIPE IL ?URP~E W/WHITE STRIPE 15 9ROWN IV/WHITE STRIPE 16 YFl, l,CW WIWHITF STRIPE l7 Bi_UE W/Wr'ITE STRIPE 18 RED W/WHITc STR:PE REPEAT SEQUENCE FOR VALVE NUMBERS EXCEEDING THE ABOVF. G. WIRE CONNEC !IONS: ~EUTRAL, PILOT, AND SPARE WIRES StcALL BE INSTALLED WITH A TWO FOOT(?') COILED EXCESS WIRE LENGTH Al EACH l:ND ENCLOSURE. EACH AND EVERY W'RE SPLICC: SHALL BE SOLDERED (USING 60-40 SOLDtR) TOGETHER, THH, ENCASED IN TIIE W,ATERPROOi ED EPOXY Of ,HE SPEARS "DR!-SPUCi:" CONNECTORS. WiR[ $PUCES SHAU. BE MADE ONLY IN 'IALVE OR P·JLL BOXES. PROVIDE i'XFANS:ON COIL AT EACH VALVE BOX (10 WRAPS ARO\JND A 314" PIPt). ·-1. WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSIALLD ALONG THF SAME ROUTE AS PRESSURE SUPPLY LiNES WHFNEVER POSS:'llF I. CONTROL WIRES SHALL BE BcJND: rn WITH Fl .ECTRICAL TAPE AT MAX.IMUM FIVE FOOT iNTERVALS. J. TRENCH M1\RKER: ALL O:RECT BURIAL WIRES SHALL BE ~,ARKED WITH A CONTINUOUS YELLOW COLORrn !RENCH MARKER TAPE PLACED NINE INCHES (9") BELOW r!NISH[D GRADE DIRECTLY ABOVE THE BURIED WIRES. MARKER TAPE SHALL BE EOU/\1.. TO "ALARMATAPE" AS MANUFACTURED BY PAUL POT"ER W,\RNING TAPE, INC. TAPE SHALc BE FOUR INCHES (4') WIDE. 14 EXCAVATION A A, : ,RRIGATION PRESSURE UNES SPALL HAVE A MINIMUM SIX 'NCH C:EARANCP FR.OM EACH OTHER, ANV LATERAL LINES AND fROM i INFS OF OTrlER TRADES, P/\RAI_LF_ LINES SHALL NCT BE INS I ALLED DIRECTL \' OVER ONE ANOTHER. B. B,\CKFILL SHALL BE FREE OF DEBRIS OR ORGANIC MA l ER AL TIIAT M,W DAMAGE PIPES OR EQUIPMENT. COMPACI dACKFIU. TO ,A DRY DENSITY EQUAL TO ADJACENT LINDISTURBED SOIL IN PLANTING AREAS ,AND TO 90% PAVED AREAS. FINiSII GR~DE OF BACKclLLED TREelCH SHALc CON"ORM TO ADJACEflT AREAS. C PIPE DEPTHS WI SLEEVING, 2 X DIA.MEER OF LINE SIZE, OR AS NOIED. D, IF BACKFILL SETTLtMENl OCCURS AND ADJUSTMENTS I~ GRADES, IRR!G,\TION EOUPMENl. PLANi ING, OR OTHER IMPROVEMENTS ME NECESSARY, Tl0E CONTRACTOR SHALL MME REOJIRED REPAIRS WITHOUT COST TO THE OWNER. lo. IES'iNG CH': CONTRAC I DR SHALL NO i ALLOW NOR C.~USE ANY OF HIS WOR, TO BE COVERED JNTIL IT rlAS BCEN OBSERVED, TESTED AND ,I\PPROVED DY THE BUILDER SiOWNER'S 1\UTHOR:ZED REPRESENTATIVE AND CITY Ir,SPECTOR. A. PRESSURE TEST (1) NO TESTING SHA', I TAKE PLACE, NOR SHALL ANv WATER BE Al.LOWED !NTO ANY SYSTcM, BEFORE THE SOLVENT MANUFACTLJR::R·S RffOM\.\ENDf!) CURING TIME HAS c,_APS°C. (2) TES I /,LL f'RESSURE LIM,S UNDER HYDROSTATIC PRESSURE oc ON[ HcNDRED rIFTY POUNDS PER SQUAR= NCH PR!OR TO BACKrlLLING TRENCH AND PLANTlr,G OF PLANI S. (3) SUSTAIN PRESSURE IN LINES FOR NOT LESS THAN COUR HOURS. IF LEAKS DEVELOP, REPAIR LEAKING PORTiONS AND REPPAT TEST 11ml FNTIRE SYSTE,~ 'S PROVHI WATERTIGHT, (4) TEST SHAI I BF OBSFRVED AND APPROVED BY OW~ER'S REPRPSE'NTATIVE AND CITY INSPECTOR PRIOR TO BACKFli.LING TRENCHES. 8, COVERA,GE TEST (I) WHEN THE SPR:flKLER SYSTEM 'S COMPLETED, AND PRIOR TO PLANTING, CONTRACTOR SHALL PERFORM A COVERAGE TEST IN :HE PRFSENCc OF THE OWNER'S REPRESENTATIVE AND CITY INSPECTOR AND LANDSCAPE ARCHITECT OF PRO,JEC-TO DFTFRMINE IF THE COVERAGE IS COMPLET:' AND ACPQIIATF. 7 HF CONTRACTOR SHALL BE RESPONSIBLE TD CORRECT INADFQIIACIES OF COVERAGE ONLY WHERE DRAWINGS AND DIRfCT'ON RY OWNFR HAVF llOT BEEN FOLLOWED. (2) FLUSH ALL DRIP LINES 0 RIOR TO CONNECTING EM!: TERS, WHICc WILL BE INSPECTED PR!OR TO FINA .. !,'<RIGATION APPROVAL. (3; IF 17 !S OETPRMINFD THAT ADJUSTMENTS IN THE !RR!GA.T!ON tGU!PMf:NT W!1.!.. PROV!DE PROPER /1.1\!D MORE ADEQUATE COVERAGE, CONTRACTOR SHALL MAKE ALL NECl:SSARY ADUUSI MtNTS PRIOR TO F:NALIZlflG PROJECT. U1) ,\~L ADJUSTMENTS SHALL 8l: MADt. ·10 THE SATISFACTION OF THE OWNE,R'S REPRESENTATIVE, C. WIRE EST (I) Al.i WiRING SHALL BF TESTED FOR CONTiNU'TY, OPEN CIRCUITS, AND UNINTENTIONAt GROI INDS PRIOR TO CONNtC I :NG TO EQUIPMENT. THE MINIMUM INSULATION RlSIS: ANCE:: l O GROUND SHA'....L BE ;:'!fTY (50) ·"1EGOHMS. ./\NY W:RING NOT MEETING THtSE REQU:REMENIS SHALL BF REPL/1CED. (2) IF ADDITiONAL WIRE OR TAPE IS NECESSARY, REPEAT COL)R SEQUENCE FROM BEGlr,NING. 16. MISCEUANEOJS A. CONIRCU "RS SHAL BE Cl.FARLY MARKED w,n~ LETTER DtSIGNATION AS SHOWN ON FLANS (I.E., A, B, C, ETC.). 8. INSTALL ONE 1/AcVE PER VALVE BOX ONcY. C. ALL QUICK COUPLERS SHALL BE INST Ac.LEO :N VALVE BOXES. D. BACK.FLOW DEVICE AND PRESSURE MAINLINE, AND VAcVES S"1Al '· BE INSTAil El WITHlr, PR0°ERTY cOT LINES (NOT IN PUBLIC STRFET R.O W.) E. INSTALL AsL SPRAY HEADS WITH NO??LES OF THE APPROPRIATE DEGREE DF RADIIIS FOR THE AREA TO 31' COVERED. ADJUST ALL NOLZLl:S IO ELIMINAft SPRAYING WATFR ON BUILDINGS AND HARDSCAPE. ADcUS'I ALL VALVE "LOW CONTROLS TO PROVIDE DFT!,SU~ PERFORMANCE. CONrRACTGR TO lflSTALL AN APPROVED ANTI-DRAINAGE DEVICE FDR ALL LOW HEADS TC ELl~,N,\TE LOW HEAD DRIIINAGE AND POSSIBi.E SOIL EROSION. 17. RFCORD PLANS ("AS BU:L TS) CONTRACTOR Sl:,ALL PROVIDE RcCORD PLANS DRAWtl ON PRINTS OR REPROOUCIBLES cROVIDED BY TIIE OWNER'S REP. THE "OLLOWING SHALL BE DIMENSIONED FROM TWO PERMANENT POINTS OC REFERENCE ('.E. BUILDING CORNERS, SIDEWA'_KS, ETC). 0 0IN'"S OF CONNECTION -GATE VAl VES -0RESSURE LINE I OCATION -COWROLLl:'<S ANJ CONTROi_ VALVES (INCLUDING SOURCE OF 0 0WER) -QUICK COUPLERS -ROUT:NG OF ALL DIRECT BURIAL CONTROL WIRE fOR IRRIGATION -SIZE AND cOCATION OF IRRIGATION CONTROL WIRE CO~DUIT -SIZE AND LOCATION OF ALL SLEEVING 18. CONTROLLER CHARJS CONTROLLER CIL/\RTS SHALL B: PREPARED, APPROVED BY I He OWNER. AND PLACED IN THE CONTROLLERS BEFORE CO~MENCING SERVICE. CONTROLLER CHARTS PREP.\RED AS SET FORTH BELOW: A PROVIDE OI\E CONTROLLER CHART FOR EACH AUTOMATIC CONTROL! FR SHOW:NG THE AREA COVERED GY THE CONTROLcER, THE CHART SHALL BP TrlF MAXiMUM SIZE THE CONTROLLER DOOR Wll L AU OW, B. THE CHA~T IS TO BE A REDUCED DRAWING OF THE ACTUAL AS- BUILT SYSTEM. THF L NE WEIGHTS AND IETTERING ON THE ORIGINAL CONTROLLER CHART DRAWING SHAU, BF SO DRAWN THAT ThE REDUCED CHART IS CLEARLY RFADABLE. C. THE CHART SHALL BE A BLACKclNE PRINT WITH A DIFFEi<ENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. D. WHEN CONPLETED AND APPROVED, THE CHARTS SHAc_L 3E HERMETICALLY SEALED 3E I WtEN TWO PIECES Of PI_ASTIC, EACH PIFCE BE'NG A MINIMJM OF TEN (ID) MILS fHICl\. 19. ACCESSORIES THE CONTRACTOR SHALL FURNISH THE OWNcR THE FOcL0'/1I\G MATERIALS UPON COMPLETION OF THE WORI.: A. A Pl ASTIC SFA,EC DIAGRAMMAT!C PcAN OF THE IRRIGATION SYSTEM IDENTIFY,NG STATION Nl.M3ERS AND THEIR RESPECTIVE IRR:GAIFD AREAS, MOUNT INSIDE EACr CONTROLLER. 8, TWO KEYS FOR EACH CONTROLLER ENCLOSURE. C AcL EQUIPMENT GUA'li\NTEES AND OPERATION MANUALS, D. TWO QU,CK-COJPLER V.A!._VE KEYS WITH HOSE SW'VEL ELL. ( ONE SET "OR POT ABLE AND ONE FOR RECYCLED WATER) 20. NO"'."E TO THE EXTENT POSSIGLE, ALL :RRIGATION LINES !\MD APPURTENANCES ARE TO BE INSTALLED N THE PROPERTY L:NE OUTSIDE OF 0 UBLIC RIGHT-OF-WAY, Ar-<D AT NO Tl:SE, WILL AN IRRIGATION .INF CROSS A PUBLIC STREET UNLESS OTHERWISE NOTED ON ~cANS. CO~ TRACTOR SHALL VFRiFV LOCATIONS OF ALL LOUIPMEN I PRIOR TC BEGINNING \YORK. .?L GUARANTEE lHt IRRIGATIOI\ SYSTEM SHALL BF i'ULlY GUARANTFED FOR A PERIOD Of ONE (I) YlcAR .. ANY DffECTIVE EQUIWENT, MATERIALS OR POOR WORKMANSHIP SHA_:_ BE REPLACE) OR CORRECIED BY THE IRRIGA-ION CONTRACTOR AT NO ADDITIONAL COSl TO THE OWNl:R. 22. SITE OBSERVATIONS NALL CASES WHERE OBSERVATION OF THE IRRIG;\TICN SYSEM IS REQUIRED ANDIOR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE OBSERVATION OF THE CITY INSPECTOR. IT WIL:_ BE THE SOLE RESPONSIBILITY OF THE LANDSCAEE CONTRACTOR TO NOT!FY THF CARLS8AD CITY INSPECTOR TWO(?) WORKING DAYS iN ADVANCE 0° THE TIME SUCH OBSFRVATIONS ARE REQUIRED, (760) 815 670_8 FAILURE TO CAcL FOR ANY CNc: OF iHt 03SERVATIONS CALLED FOR BELOW WILL CO,%TITUTE IMMEDIATE STOPPAGE OF ALL PERFORMANCE PAYM=N T TO THE CONTRACTOR 03SERVATIONS ARF REQUIRED FOR THE FOi.LOWiNG, UPON INSTAU_LATION AND TESTING OF MA!NL NE. 2. UPON INSTALLATION OF LATERAL_ L'NES. 3. A COMPLETF OPERATION TEST OF FNTIRF SYSTEM AT FINAL OBSERVATION TH[ REQUIRED MAINTENNlCE PERIOD Fm I HE SYSTEM Sc,ALL NOT B"GIN urmL THE FINAL OBSERVA,,ON Hl,S BEEN Ml,DE /\ND ALL INSI.ALLATION APP,'<OVED BY BY THE OWNER. 2.3. NSPECTION !HE PRiVAlE 'RRIGATION SYSTEM SHALL BE INSPECTED BY CITY OF CARLSBAD PLANNING DEPARTMENT. PRIOR TO BEGINNING OF CONSIRUCIIDN, A PRECONSTRUCTION CONFERENCE SHALL BE HEL~ WITr PLANNING JEPARTMtN/ NSPECTOR. (760) 815-6708 STEVEN Hlfi7ER "AS-BUILT" "\ RLA#3392 RtG. EXF. 3/31/07 REVIEWED 8 Y: v/~-4- lNSPEC!Of? 1---+--+------------+----if---t--+---t I s1H4EEr I City of Carlsbad ENG/1/EERING DEPARTMENT :::::====--================::'._'.:::::===; 14 SHEETS □ □ □ □ Steve Hutter Landscape Architects 2725 Collier Avenue San Diego, Ca 92116 Tel: (619) 283-4421 Pax: (877) 717-7946 EMAIL: L\1'1lARCH@MJNDSPRING,COl! 7126105 M/B 12\ ADDED SH/ S. 814 , MEDIAN LANDSCAPING DATE JNJTiAL DATE /NITiAL ENGINEER OF V/Of?.I( REVISION DESCRIPTION 0THtR APPROV/4L /RHIGA!ION PLANS FOR: POINTSETTIA LANE MEDIAN CT 03-13 A?ffl:!VED: LLCYD 8. NUBBS qy L~ , ,,,1,.4P;i, , . , _,,,.,~ -~ ~· CITY ENGINEER RCE 889 REG, • 12131/05 DATE )N/Tl4l CITY APfROV,1L D,9AWN By: ______________ _ CHECKED Br· ,,)i,L __ _ REJ//EWEiJ BY: \ • ;_. PROJEC! NO. CT OJ-/J DRAWING No, 422-8/, PLOTTED \l/3le>/"'5 121305